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CDP 2020-0017; SAREM RESIDENCE; Planning Commission
A.F.f. ACOUST ADJ AL A.B. APPROX ARCH'L BA BM B.~G BLK'G BD B.5. BLDG C.L. CAB CSMT C.I.P. CLG C.T. CIR CLR COL COMB COMP CONG CONST CONT CONTR 0-JTR CFL C.f. CY DTL DIAG DIA DIM DR D.H. E IE) E.I. ELEC ELEV EQ EST E.W. EXIST EXP EX, F.O.C. f.O.F. F.O.!V. F.0.5. FGL FRP flN F.f. F.F.E. f.F.L FL5HG FLR FLUR FTG FND F,<'.MG FRM F.B.0. GALV G.J. G.C. GRD GYP GYP. BD. H<L H.B. H.C. 1-J.5. HDR HDW H.M. HOR2 HT 11'--JCL I.D. INT JST KIT LBL LAV L.H L LT 0 LVR MFR !::! MR.Bl Ill MAS ~ MTL ~ MAT MAX M.C. 4005 SKYLINE ROAD CARLSBAD CALIFORNIA ABBREVIATIONS ABOVE FINISH FLOOR MED MEDIUM ACOUSTICAL M!N MINIMUM ADJACEI\JT MISC MISCEUAtJEOUS ALUMIHUM NOM NO!v:l~JAL ANCHOR BOLT N NORTH APPROXll1AATE (NJ t.JE\A/ ARCHITECTURAL ~LI .E. NOT JN CONTRACT BATH OC. ON CENTER BEAM OPt--:G OPE~Jil\!G BEARfNG OPP OFF051TE BLOCKING 0.1-~. OPPOSITE HMJD BOARD D.S. OPPOSITE SIDE BOTH SIDES 0.D. OUTSIDE DIMENSlrn; BUILDl~lG FN7 PAINT, (ED) CEMTER WJE PNL PANEL CABl~JET PA.::Z PARALLEL CASEME~Ji P.C PLAN CHECK CAST IN PLACE P.C.C. PRE-CAST COi~CR=-:-E CEILING PERP PERPENDICULAR CERAJv11C TILE PREFAB P;s"J:FABRJCATED CIRCLE PREFIN PRE--F11~ISHED CLEAR/ CLEARM ICE PH TELEPHOi'~E COLUlv1N PHo-;-o PH070 CELL COMBH\IATIOl'-J PR.KG P,4..'<J"JNG COMPOSITIOI'-! P.L. PROPERTY WJE CONCRETE -PLT PIP.TE CONSTRUCT!m'. P.5.F. POUNDS PER SQUAF-.i: FOOT CONTINUOUS/ CONTINUE P.5.L POUHDS PER SQUA?[ ii-:CH CONTRACTOR FT PO!NT COUNTER PLY1h/D PLYNOOo·-.,_ COUNTER FLASHli·1G Q.T. OUAR.RYTILE CUBIC Foo-;-RAD RADii..!5 CUB!C YARD REF REFERfi~CE DETAIL K/5 ROUGJ-1 SAW/'-; DIAGRAM RVS RE-SA~VN DIAMETER REFRIG REPRIGERA--:-OK. DIMENSION RR REMOVE NJD REPLACE/ DOOR RELOCATE DOUBLE !-JUNG R.A.G. ~!URN AIR GRILL EAST R.H. RIGHT HM~D EXISTll'-JG R.O.W. RIGHT OF WAY EACH FACE R RIS:ER El£CTRIC / ELECTRICAL R.D. ROOF DRAl/'-I ELE:VA710N Rlvl ROQrv1 EQUAL R.0. ROUGH OPENl~tG ESTIMA-;-E SCHED SCHEDULE EACH WAY SHT SH!:ET EXISTlt--JG 5.H SINGLE HUNG EXPOSED Silvi SIMILAR EXT!:RJO.~ 5.C. SOLID CO.<!,E FACE OF CONCR..':.IE 5 SOUTH FACE Of F!l'--JISH SPL SPECI.AL FACE OF MASONRY SPEC SPECIFICATION. (5) FACE OF STUD 50 SQUARE FIBERGLASS STD STANDARD flBERGlASS R£It--:FORCED STL S":EEL PANEL STl'Z STRUCTURAL FINISH 5USP SUSPENDED F!MSH FLOOR 1V TELfVlSIDrJ FIN/SH FLOOR ELEVATION T.D.L TRUE DIVIDED UGHT fll'-llSH FLOOR Ut--lE T<B TOP Ai'iD BOT:OM FLASHING TtG TOr,JGUE At~D GROO\·'E FLOOR T.O,C. TOP OF CURB FLUORESCENT T.O.S. TOP OF SLAB FOOTING T.O.\.V. TOP Of WALL FOUNDA-:-lot,J TB TOVvtL BAR FRAMING TR TOVVEL Rli'JG FROM TRANS TRANSOM FURt--JISHE:O BY OTHEKS T TREAD GALVANIZED TYP TYPICAL GALVANIZED IRrnl U.O.N. Uf\lLE55 OTHERWISE tJOTED GENERAL COi'-JTRACTOR u.c. Ul'.;QER CABl~)ET / COU~ITER GP.J',,.D!: (FINISH GRADE) VEKT VERTICAL GYPSUM V.O.T. VINYL COMPOSITION TILE GY'PSUM BOAKD WSCT WAINSCOT '11GH AND LOW W.P. WATER PROOF. (iNG) HOSE BIBB w.c WATER CLOSE: HOLLOW CORE W.H. WATi:R HEATER HARD SURFACE w 1/1/f:.ST HEADER WD WOOD HARDWARE W.I. WROUGHT IRON HOLLOW METAL W.I.C. WALK-IN-CLOSE-;- HORIZOtnAL HEIGHT INCLUDE, (D). (lt-.JG) JNSIDi: DIAMETER INTERIOR JOIST KITCHEN LABEL LAVATORY LEFT HAND LENGTH LIGHT LOUVER MANUFACTURE, !RI MARBLE lv'A50t-JRY METAL MATERIAL h/cAXIMUM MEDICii'-JE CABINET COASTAL DEVELOPMENT PERMIT PACKAGE CALGREEN NOTES A. ALL fLUMBlhlG FIXTURES AND F!TTli'!GS 0\'VILL BE WATER CONSERVING AND VVILL COMPLY WITH 20 i b CGBSC B. ALL NE'N PLUMBII-.JG FIXTURES NEED TO BE L01N V,/ATER USE AS FOLL.OVvS, CGBSC 4.303, ! TOILETS i .28 Gf;' LAVATORIES KITCHEN SINKS SHOWERS 1 _5 GPtv1 ! .8 GPM 2.0 Gt/F C. IN RESIDrnCE5 cmiSIRUCTED BEFORE 1994, fLLJrv1BING FIXTURE'S MUST BE LOW FLOW FIXTURES AS FOLLOWS: TOILETS I .G GPF LAVA":ORIES 2.2 GPM KITCHEl·J Slt·!KS 2.2 GPr,J 2.5 GP!v'. OR THE Fl><-;-URES MUST BE UPDATED TO THE CURRE:<T STAl~DARDS. D. WHEN A SHO'NER 15 SE~\'ED BY f/OR.!: THN: CHE SHO'NERHEAD, THE COMBINED FLOV\f RATE Of ALL S~O'NER.H!::P..DS Af'.!D/OR OTHER SHOWER OUTLETS COMTROL1£D BYA Sli'lGLE VALVE SHALL tJO-;-EXCEED 2.C GALLGrlS PER Ml~JUTE Al BO FSI, O:Z THE SHOW'ER SHALL 5.E DESIGHED TO Oi·JLY ALLO'-N rn-LE S!-10v'v'.ER OUTLET TO BE lt-.J OFE,~TIDi'I AT A TllvT !--1AHDHELD SHOI/V!'.:O ARE CONSi:l!:RED S~QINERHEADS. 20 1 G CGBSC 4,303. I .3.2 E. PERMANEi\JT V.!1.CUUtv1 BR.!:P..KERS 5H.Al.L BE li''.CLUDED WffH Al.l i·J!::'✓/ HOSE BIBBS. F. FL1Jr-.,1s1r-JG FIXTURES (\I/ATER CLOSETS Arm URlh:ALS) AND FITTli'~S5 (FAUCGS At>;D Sf-10WER"-1EADS) SHALL BE 1/'JST!lU!:D it--J ACCOROMJCE 'vVl--;-H T>-iE CAUFCRNIA F: . .LJr\,1BiNG CODE (CPC) A.HD ';""ABLE 1 40 I.! Of Ti-jE C:FC. G. A MINIMUM OF 50% OF THE crnJSTRUCTlrnJ WASTE SHAl.l BE P-..ECYCLED. CQr,APLE-:-E Tl-jE c1--:-T PROVIDED WASTE MAl~AGEl\,1fi.lT FOR!'v1 AMO RETURr.I FOR REVIEW. CGBSC 4.40B H. THE BUILDER 15 TO PROVIDE AN OPERATOi< lvlAMUAL FOrZ THE owr<ER A"; THE rn,1!:: or FINP-J. I/\JSPECIO/\J. CGBSC 4.4 1 0. i I. DURING COMSTRUCTION ALL DUCTS Ai'JD QTl-j'ER AiR D!STRIBUTlrni EQUIPME~!T SHALL BE COVERED 'NI7H TAPE, PLASTIC. SHEET r,~ETAL. OR OTHER METl-:0D5 TO REDUCE THE AMOUt~T OF DUST OR DEBRIS %'MICH MAY COLLECT lfJ THE 5YSTE!vl, J. VOC'S AR:;: TO BE DOCUMEt<TED FOR ADHESIVES PAI MTS A/'-:0 COATit'JGS CARPET COMPOSITIOt\ ',NODD PRODUCTS DOCU!vlENTATIO..-! TO BE PROVIDED BY PRODUCT CERTIFICATIONS$ SPECIFICATION, CHAltJ Of CUSTODY CERTiFiCATIONS, OR 07HER lvlEN!S ACCEPTABLE TO THE .EHFORCII\IG AGEJ~CY. CGBSC 4.504.2 I'",. MOISTURE COf\TEi'!T OF \NODD SHALL i'-JOT EXCEED ! 9% BEPOR.E 17 IS !:!"\CLOSED IN coi,s-;-RUCTIOr,J. THE !viOISTURE CONTENT NEEDS TO BE CERT!FIED BY ONE OF 3 ~ki HODS SPECIFIED. BUILDING MATERIAL5 WITH VISIBLE SIGNS OF WATER DAlv1AGE SHOULD t-JOT BE USED IH COt--JSTR.UCTlm-:. frJ5ULATIOh! THAT AFFEARS WET, o.;z HAS A HIGf--1 MOISIURE cm.JTrnT S!-:OULD BE REtv10VED, OR ALLOVVED TO DRY PRIOR TO E~JCLOSURE. l. kl!:CHAr-JICAL EXi-:AUST FAr-15 WHICH EXHAus-;-DIREC-:-LY f.~Olvl BATHR001v15 SHALL COMPLY VI/TH THE FOLLO'vVING. CGBSC 4.50G. i I . fAt.JS SHAlL BE ''ENERGY STAR'' COIVFLIANI AND BE DUCTED TO TER!v'.INATE OUTSIDE THE BUILDl~JG. 2. UNLESS FUhiCTiONli'JG A5 A COMPOf,JEJlT OF A ~VHOLE HOUSE vrnTILATION SYSTEtv'L FAMS tv1UST BE CDr-JTR.OUED BY A HUIVID/S--;-AT W!-IICH SHALL BE READILY .ELCCESSIBLE. HUlv11DISTAT COf1lTROLS SHALL BE CAPABLE Of ADJUSTMENT BET\/1/EEt< A RELATIVE HUtv1ID:TY RANGE Of 50 TO 80 PERCfiJT. J\.~. AUTOlv1ATIC IR.RIGATIO~-J SYSTEMS COHTROLL!:RS lr-i57ALLED A7":HE TilvlE OF FINAL !NSFEC.10/'-J SHALL BE WEATHER-BASED. CG55C 4.304. ! N. JOlt·JTS AND OP:':NIHGS, AN(,.JLJLAR SPACES AROUMD PIPES. ELECTRIC CABLES, CO["IOUITS, OR OTHER OPENIHGS IN PLJ\IES AT EXTERIOR l1VALLS SHALL BE FRCTJ:CTED AGAINST THE P,ll.SSAGE Of RODEtJ-:-5 BY CLCSli'lG 5UCh OPEt<l[•,JGS W/Tf-1 CEME1\:T rv10.:UAR, cmJCRETE rvlASOl-!RY OR SIMILAR t,11ETHOD ACCEPTABLE TO Tf-JE ENFORCING AGE~JCY. CGBSC 4.40G. ! o. ADHESI\/ES, 5EALAl'JT5 NlD CAULKS SHALL BE CQ;v1PLIANT Wl";""H voe AND OTHER TOXIC COMPOUND Ll!vliTS. CGBSC 4.504. ! P PAl~~-:-s, STAi1'iS AND OTHER COATINGS S'"iALL BE COM?LIMff 'IIVITH voe Lllvll-:-S SET la< CGBSC S::':CTION 4.504.2.2 MJD IABLE 4.504.3 Q. CARPET NlD CARPET SYSTE~iS SHALL BE COI/PL!;.JJ;" 1MTH voe LIMITS. ,ll. Lf-;-TER fROJv: THE CotJ7RACTOX.. SUBCO;✓TRA.CTOR. A~10/0R THE BUJLDlfJG 01/\ii'ER CERTIFYll':G V/HAT lvlATER.IAL USED C01v1PUES W17H Tf-1E CALIFORNIA GREEM BUILD!i'JG CODE. CGBSC 4.504.3 R. EIGHTY PERCEt,JT OF THE FLOOR A~A RECEIVli'JG RESILIE1\:T FLOORIMG 5!-:ALL COlvlfLY wI-;-H O~JE OR MOR'.: Of THE FOLLOWING: voe Elvll55JON LIMITS DEF!N!:D H·J TJ-:E COLLJ\BORATIVE FOR HIGH PERFORMANCE SCHOOLS (CHFSJ HIGI-J PERFORMANCE PRODUCTS DATABASE. 2. PRODUCTS COMPLl/1.NT ',NITH CHPS CRITERIA CERTlr'IED UHDER THE GREEt,JGUARD C:HJLDRE!J SCHOOL PROGRAJvl. S. HARO'NOOD f'LW/00D, PARTICLEBOARD. fv1EDIU~,1I DEt~Sl"TY FIBERBOARD (MDF). COMPOSITE WOOD PRODUCT USED OH THE iMTERJOR OR EXTERIOR OF THE BUILCif'.JG SHALL MEET F-iE REQUIRE!Vfio.'.-:-S fOR FORMALDEHYDE A5 SPECIFIED Ii': ARBS AIR TOXIC co~:TROL t"1EA5URE FOR CO!vlPOS!TE WOOD AS SPECIFIED ltJ CGBC TABLE 4.504.5 Ar·lD TABL:' 4.504.5 CODE COMPLIANCE 7Hl5 PROJECT SHALL COMPLY './✓!TH THE FOLLOWlr-!G: 20 ! 9 CALIFORr,ifA BUILDING CODE 20 / 9 CAUFORIJIA KESIDE!'-:TIAL CODE 20 19 CALIFORtJA PLUMBING CODE 20 1 9 CALIFORJJIA MECHAMICAL COD!: 20 I 9 CALIFO:s'NIA ELECTRIC CODE 20 19 C/1.LIFORHIA E}JERGY CODE GREEN BUILDING CODE REQUIREMENTS PROJECTS ',,VHICH DISTURB :.£55 Tf--fAf'.! miE ACRE OF SOIL 51-1/l,LL [v1Ai-iAGE S70Rlv! W/1.TER DRAH-JAGE DURlf.JG CQrfiT,'s'.UCTIOH BY ot~!: OF THE FOLLOWING: A. RETErmoN DASlt•JS. B. INH!:RE STORlv' WATER 15 cmNEYrn TO A PUBLIC DRAINAGE SY5TEt-A, WATER SHALL BE FILTERED BY USE OF A BARRIER SYSTEM, ~'/ATTLE OR 0Ti-1ER .ll..PPROVED METHOD. CGBSC 4. I OG.2. 2. SITE GRADING OR DRAlt,IAG.E SYSTEJV WILL fv'.Ai-JAGE ALL SURFACE W.Li.TER FLOVVS TO KEEP WATER FK.0~/1 Ei\!TERl~JG BUILDll'-JGS (S'vl/11.LES, WATER COLLECTIQt.J, FReSCH DRAJtJ, !:I c ... ) EXCEP:rrnJ: ADDlilONS 1,JoT ALTERING THE D.~ .. Alr!AGE PATH. CGBSC 4. I Cb.3 3. DIJRI! !G COI-ISTRUCTlot-1. EHDS Of DUCT OPEi-1I1,JGS ARE 70 BE SEALED. AHD MECHAJJICAL EQUIPMEMT 15 TO BE COVERED. CGBSC 4.504. I 4. voes MUSI COMPLY WITH THE LIMITATION LISTED ff! Sl::CTIDl'-I 4.504.3 At1C TABLES 4.504.1, 4.504.2. 4.504.3 AND 4.504.5 'FOR ADI-JE.::,IVES. PAINTS AHO COATINGS, CARPET AND COlv'·POSITIDr-1 V,100D PRODUCTS. CGBSC 4.504.2 5. lv'.EC<-JANICAL EXHAUST FAt~S WHICH EXHAUST DIRECTLY FROM BATHROrn./15 SHALL COMPLY WITH THE FOLLOWIPJG. CGBSC 4.50G. I 5.1. FAMS SHAU. BE ''ENERGY STAR' COtvF,LIAi'JT /I.HD BE DUCTED TO T"ERtv1/NATE OUTSIDE T~E BUILDIP-JG. 5.2. ut.JLESS FUi'JCT1rnJ1r~G AS A ::::rn/FOt--JEi\JT Of A Wl-10LE 1---;0USE VEi\:TllATlmJ SYSTElv:, FANS t✓UST BE COr!TKOLl.ED BY A MUMIDISTAI \A'HIC'l 5>--lALL BE READILY ACCESSIBLE. HUii/WiST AT cmm{OLS SHAU. BE CAPABLE OF ADJUST!vlEm BET\11/E!:]✓ ,C;, RELAli\/E HUMIDITY RA~IGE OF 50 TO 80 FERCfiff G. THE 1'-/0ISTUR.E CO/'-ITENT Of \MOOD SHALL t~OT EXCEED 19% BEFORE 1-;-15 ENCLOSED IH CO~IS-:-RUCTIO,'-:. IHE 1vl015TUR.t COtJTE1~7 h:EEDS TO BE CERTIFIED BY Ot•JE Of 3 METHODS SPECIFIED IN SECTIOtM.505.3. BUILDli'!G MATERIALS 1NITH VISIBLE SIGi':S Of 'NATER DAI\/AGE SHOULD ~o--. Bi: USED :r~ CONS7RUCTIOM. THE ~1101STURE COJ\!TEH7 MUST BE: DEEi'<.M!NED BY THE cm!TRACTOR BY ONE Of THE rv1ETHODS LISTED IN CGBSC -4.505.3. 7. PRIOR TO Fl,'JAL lt,ISP!:CTIOr-l THE LICEt•JSED COMTRACTOR, ARCHITECT OR Ei<Gll·lEER IN RESPOi'filBL£ CHARGE OF Cot•ISTRUCTIO/'-! MUST .PROVIDE TC THE BUILDli'IG DEPA?..HAEn OFFICIAL \llR!TTff VERIFICATlrnJ THAT ALL APPLICABLE PROVISIOHS FROhf THE GREEtJ BUILDll""<G STAi'~DARDS CODE HAVE BEEM IMPLElv1EflTED AS PAR7" OF THE CONSTRUCTION CGBSC I 02.3 CLIMATE ACTION PLAN 511''.GLE FA1v11LY RESIDEf\lCE -N!:VV CONSTRUCTIOH 2. GEl'-:EPJI.L FLAJJ LP.ND USE IS COMSJSTEt,,:T Vv'JTH THE R--'", RESJDEHTIAL ZOrJE. 3. THE RESIDENCE WILL. A7 A lvll~JIMUlv'.. !vl!:ET REOUIREtvlEIJlS FOR SOL.AR REA.DY BUILDli\JGS P!::R CBEES I I 0. I 0. • SOLAR ZOMES VI/ILL BE A Mlt:. I 2.5 K'v\/ DC SYSTEM • ELECTRICAL PAi'JEl.. SHALL HAVE A Sf ACE FOR SOLAR MJD ~JET !:NERGY lv'.fiERING. • LISTED RACEI/\/AY SHALL BE 11-lSTALl!:D FROM TME PANEL TO T1-:E ''SOLJ\R ZOf•JE 4. E.V. CHARGlr-JG SHAU. BE INSTALLED FER CBE!::S 4. 1 OG.4 • f-.,;it,;, 40-Alv1P / 2401/ DEDICATED CIRCUIT TERMlf-JATii-JG I~~ GARAGE FOR E.V. CHARGlfJG 5. RE51DEHCE SHALL BE HIG'l-EfFICIEI-JCY \NA-:-ER HEATER READY • DEDICATED ..;. crnmECTED PJ:CEPTACLE • I 20/240 VOLT 3 CO/'-IDUCTOR, I OAVVG BRA1,:CH CiR.CUIT G. ALL RECESSED LUIV:11.,lAIR!:S SHALL COMPLY ',NITH CBEES 150 • j,JOT SCREVV BASED • LED LIGHTS Wl7H JA8-20 ! G CERIIFICATlm! • DIMlv'.E~VACA~lCY COHTROU.ED ENERGY MA;<AGElvlEl'-1T con":?..OL SYSTE~i SHALL BE l,')5TA.LLED PER CBEES •1 50.0(K/ PROJECT DIRECTORY □ P!..AMS PREPARED FOR: (LEGAL QiN;,JER5) SARE!v1 FAl-.11LY l~UST GG84 LEMOl'J !...E.Af DRi•.JE CARLSBAD, CAUFORt-JJA 920 1 I PH: (7GO) 533-2470 □ PI..PJJS PREPARED BY· TODD BRAZZrnJ. A.IA BRAZ':01'2 DESfGl·J STUDIO P.O. BOX 33137 SP-.t-: DIEGO, CALIFORl,JIA 92 I G.::·, Pl·i: (G 19) 677-3224 □ l~JTERIOR DESIGi'~ER: JEl-JNIFER CRUZ BiBAY J:1,Jt•/IFER CRUZ Jl·JTERIO:'Z DESIGi·: SOLAN.A BEACH, CAL!FORMIA 92075 FH: (858) 280-5732 □ CIVIL ENGiNEER: CALEB :s'..105 TOAL rnGfMEERING. IJ'JC. 1 39 A',"EI-J!DA l·-JAVARRC SAH CLElviENTE, CALIFQR\:IA 92G72 PH: (949) 492-8586 0 LA~JDSCAPE A,~CHI7Ec:T: EH\/5 / LA~IOSCAFE ARCHJT!::CTU;v>t D!:SiGf! / LAI J!) PLAW;!i'--'.G 3 1 1 3 2 CALLE Et,JTRADERO SM! JUAi·l CAPISTRANO. C.".LIFOFUJIA 92G75 FH: (949) 742-0G58 □ LAPJD SUR.VEYO~: VERNOi; FRAM CK METR.OPOLITMJ i\·1AFPIMG. lt·JC. 3 7 1 2 30TH STREET SM-J DIEGO. CALIFORNIA 92 1 OL1 F!-1: (G 1 9) 43 l-525C □ SOILS Et,1Gll··JEER: JIM LAR.VVOOD PETRA GEOSCiEf\!CES. !~JC. 3186 AtR'NAY A\/ErH..JE / sum:: Y-. COSTA MESA. CALIFQ,-z!,IIA 9262b PH: \714) 549-8921 0 Er.;ERGY CO~'.SULT.At\lT: DIANE rv1nJD02A D $ R C.<l.,LCS 141 07 !PAI/A DRIVE POWAY. CAlifORNiA 92064 F'-1: (858) 48b-950G □ STRUCTURAL rnGINEER, NEIL. S'lAH, P.E. NS STRUCTURAL ENGli·JEERING, rrJC. 4G42 ROCKlMJD PLACE LJ\CAi·'.ADA fLll'JTi'?..IDGE, CALIFORt<IA 9 / 0 I PH: (b2G) 840-2338 □ GENERAL cm:TR.ACTOR: SCOPE OF WORK DEMO EXISW-;G I ,422 5.f, SINGLE FA!v:ILY. SINGLE STOF',Y RESIDE,\JCE. 2. BUILD 1,:e,v b,702 S.f. SiMGLE FAMILY, TVV0-570RY Re::..JDEr,ICE. 4 BEDROOlv'. PLUS BONUS ROO!vl. 5 !/2 BATI-JROOM 3 /'~EVV RESIDE}!CE TO I1\JCLUDE 625 S.F. ACCESSORY DWF.:LL.lt!G UNIT (ADU) OVER 2-CAR GARAGE ADU TO I,'!CLUDE KITCHE~!, LIVING ROOlvl. BEDROOM A~JD BATHROOlv'.. 4 ARTiFIC!AL TURF BLOCK OR OTHER lv1ATERIAL APPROVED BY THE fl..Ai\;M!MG D!ViSIOi·J SHALL BE INSTAl.l.ED li'J THE FROHT YARD SETBACK TO CGlv1FLY \MT C~K SECTIOl•J 2 I .44.0bO,A.4. THE FINAL DESIGN 'vV!l.l BE APPROVED \/VITH TH:' FINAL. LANDSCAPE PLAl'I PRIOR TO G,~DIMG PERIJiT iSSUMJCE. SHEET INDEX ARCHITECTURAL TS-I A-< A- A-2 A-3 A-4 A.-5 A.-b. SHEET 1tJDEX, PROJECT DATA ARCHITECTURAL SITE PLAN LAt--;D SURVEY ARCHIIECTURAL 51-:-E SECTION Fl RST FLOOR PLAt--J SECmm FLOOR fLAf\ ROOF PLAN EXTERIOR ELEVATIO~JS EXTERIOR ELEVATIONS CIVIL DKAlNINGS (BY TOAL Et-.JGINEERl/'-JG. !NC.) C-i SITE FLA~~ C-2 GRADING/ DRAlt\AGE FLAJJ /l. 1 .0 DMA EXHIBI-:- LANDSCAPE: (BY E~JV5) LA.-I COLOR MASTER lANDSCAPE flAN LA-2 PLJ\NTl~JG AND DRIP l?..R!GAT/ON DETAILS AND SPECIFICATIONS LA-3 PLJ\rfflNG AND IRRIGATIOr-: NOTES Al'-10 DETAIL5 AREA CALCULATIONS u FIRST FLOOK 3.751 SQ. D SEcm:D FLOOR 2,957 SQ. u TQ-;-AL LIVIHG SPACE G,708 SO. FT. FT FT. 1J ACCESSORY DWEWMG UMIT [LIVll·JG SPACE) b25 SQ. FT. I"" 2-CAR GA;ZA.GE -I -CAR GARAGE L; COVER.ED Et•JTRY COVER.ED OUTDOOR ROOM -SOUTH = COVER£D OUTDOOR ROOM -P,JORTH -" OPEN TER;ZACE -SOUTH □ OPEl,J TER?ACE -NORTl-t TOTAL 1-.JOl'-I-Ul/lf\lG SPACE 6 1 550. FT. 281 SQ. FT. 99 SQ. FC. 3085Q, Fi"". 308 SQ. FT. 30850 FT. 308 SQ. FT. 2,227 so. FC. CITY OF CARLSBAD PLANNING COMMISSION Case Name: So..i-e1n Re.~id,nc."' Case No.: C-l'JP o\oJ.o -00/') 'l~~t \Lo II Exhibit No.: -_ Date: 10/7 /f)..o'J.., ' PROJECT DATA □ JOB SIT:: ADDRESS· 4005 SK.'rllNE ROAD CARLSBAD. CAUFORMIA 92008 □ LEGAL DESCRJFTIOtJ: ALL OF LO"T" 24 AND THE SOUTHERLY 7.74 FEIT OF L07 25 Of MAP 2G4 7 [CARLSBAD HIGHLA~JDS), THE SArD 7.74 FEET BEr1'-JG MEASURED ALONG THE EASTERLY Lll'-JE OF SAID LO-;-AND THE NORTHERLY Llt\lE OF SAID 7.74 F.!:t:1 BElh!G PARALLEL W!TH THE SOUTHERLY LINE OF SAID LOT EXCEPIIHG FROM SAID LOT 24, THE SOUTMERLY I 00.Gb FEIT-:-HER.EOF, THE NORTHERLY Ll~JE OF SAID sou-:-HERLY I 00.bG FEG BEING PA~.LLEL WITH NJD DISTA~:T I 00.Gb FCET ~JO:ZTHERLY MEASURED AT RIGHI Ai'JGLES FROM THE SOUTHERLY LINE Of SAID LOT 24. EASEMEtHS: THE LOCATlotJ OF HiE EASEMfiff FOR TELEPHONE AND/OR ELECTRIC POLES AND LINES, AND FOR SEV/EJ~., WATER ANO/OR GAS MAINS A/'-iD FIFE LINES At\D INCIDENTAL PURPOSES CAt-Jr,10-;-BE DE7ERMINED FROrvl THE RECORD iNFORlvlATION. 0 ASSESSORS PARCEL NUMBEK: 207-072-I 7-00 □ COl-.!STRUCTION TYPE· □ OCCUPAfJCY GROUP: R-3 / U □ GE~.!ERAL PLA~l LAND USE (GPLU): K.-4 0 ?OicE, R-!-! 5000 □ YEAR BUILT: □ BUILDING HJ:IGHT: 1952 -ORJGIHAL RESIDENCE 30'-0" MAX./ 29'-8·' ;PROPOSED) □ PARKlfJG: R£0UIRED: 2-CAR PROPOSED: 2-CAR AND I CAR 0 CALIFORNIA CLIMATE zrn~E-7 □ WATER SERVICE: CARLSBAD 1\/UNICIPAL WATER DISTRICT (CIV'1f/D) CARLSBAD □ 5!:WER SERVICE: □ SCl--fOOL DISTRICT: CARLSBAD Ui'llFIED SCHOOL DISTRICT □ LOT A,':2..EA: .572 ACRES/ 24,904 SQ. FT. □ D BUILDING COVERA.GE: 5,GG4 5.F. / 22.8% FRONT-20-0' (LOT WIDTH AT 20'-0' SETBACK= 98'-5') SIDE-JO% OF THE LOT WIDTH AT 2:J'-0" FR.OMT SETBACK. 98'-5'' X . IO = {9'-IO") 20% OF THE LOT WIDTl--1 AT 20'-0'' FRONT SETBACK.. 98'-5'' X .20 = ( 19'-8') □ SOFTSCAPE/HARD5CAPE, EXISTING HARDSCAPE; PROPOSED HARDSCAFE: 2,793 5.F. 14,009 5.f. EXISTIHG SOFTSCAFE: PROPOSED SOFTSCAPE: 2:J,076 S.F. 5.23G S.F. SQUARE FOOTAGE OF PROPOSED IRRIGATED LANDSCAPE A~JD PERCENTAGE OF OVERALL LJ\/-JDSCAFE: PROPOSED IRRIGATED LANDSCAPE: PROPOSED HARDSCAPE· OVERALl. LANDSCAP!: PERCENTAGE Of IRRIGATED LANDSCAPE 70 OVEPALL LANDSCAPE: 5,236 S.F 14.009 5.F. 19,245 S.F. 27.2% VICINITY MAP CHESt--lUT AVE 'r--.,Jt- o\.-\r G'i' v~ " r: \'., -'-Ss d' ,ts; ,,_z &c.f- ~'r-' ,~~ ~" TAMARACK brazzon design studio POBox33137 San Diego, Ca 92163 619.677.3224 619.248.4866 www.brazzondesignstudio.com CDP 2020-0017 Q) \J c() 0 (\) 0 C 0 0 Q) Di (\j \J Q) OJ -C <( IS) -- Q) -u ~ Di ~ ~ U) \J E (\) ~ LO Q) IS) L 0 - L (\) 0 (\) U) "'t u These araw1ngs and :,pecif1cat1ons are the property omo common law copyright of b+d studio and shall not be vsed in oiny other work 'N1thout their authonzat1011. This document. shall not. be reproouced, copied. altered or 01scloseci 111 oiny form without first. obtaining the express writ.ten consent of b+d studio. Job No. Drawn By JRDD Checked By TCB Date Issued 07/27120 Revisions TITLE SHEET TS-1 \ i i i I i I I / ' ------------------- \ \ ARTIFICIAL TVR,F BLOCK OR OTHER. MATERJAL APPROVED BY THE P1.ANN,NG Cl\115!0!✓ SHALL BE !fJSTALL.ED HJ THE FROHT YARD SETBACK TO COMPLY WIT CMG SECTIOI~ 21.44.0GO.A.4. THE FiNAL ~ES:GN 'NIU BE APPROVED W1Ti7 THE mJAL LANDSCAPE PLAi~ PRIOR TO GRA.D!fJG PERM:T 155UMJCC: ARCHITECTURAL SITE PLAN SCALE: ! ·' = ! 0-0 I 2 5 \ 2 S I ' I ' \ 2 0 \ ' ' --·-'-_! -~-- \_ :_.__. ! --~....:.---: +-~~- I ), ...... L ... '·---' .... · ..... ·. ·-··-c0vE~o qumooR. R1)OM . • 1-L ------·; , I K.Tc.--,rn DlfJING ROOV: GREA.T ROO'.•i 28'7.82' 2 I I I I ... =·=:..J. "s.x·o-v ( i 2 SF) SIDE: E!•iCROAC,";MErJT AT flPsEPU..CE 50X ,OFFICE ,E'.;)7,82' I, ~OVEf-ED E!·JTRV BEDR,OO'vl ; 297,82' I I _I I I I I I I ··•••• .. , I ,\ L GYM 299.82' FR.ONT LOAD 2-CAR GARAGE 303.32' .J L I ~~-~L t, ~~_p in :c/ FROtiT LOAD I -CAR GARAGE 304.15' .J. ' \ l. I I \ \ \ \ \ I \ \ \ 310 3 0 A ' \\-;-----\...,.I \ \ \ \ \/ \ \ brazzon design studio PO Box33137 San Diego, Ca 92163 619.677.3224 619.248.4866 www.brazzondesignstudio.com CDP 2020-0017 Q) \J c() t:J (\J 0 C: 0 0 Q) ~ C\J \J Q) OJ -C: <( U) - Q) -u ~ ~ ~ ~ (f) \J E (\J ~ LO Q) U) L 0 - L (\J 0 (\J (f)~U These drawings and spec1frc2tions <-'re the property and commor1 !.,iw copyright of b+d st1Jd10 and shall not be IJSed 1rt 2ny other work w1tho1Jt their a1Jthorizat1on. Thrs document. shall not be reproduced, copied. altered or disclosed in any forrr-without First obtaining the express VvTrtten consent of b+d studio Job No. Drawn By JRDD Checked By TCB Date Issued 07/27/20 Revisions ARCHITECTURAL SITE PLAN A-1 ' \ \ \ ' \ \ \ .- \ \ \ \ 01 I \ t.'c c< \ l I I I \ D~ l I I l I I I t I ' ' ' ~ 1 \ \ \ \ \ \ \ \ \ \ ~ C \ I \_ I I I I ~ \ \ ~ ;Jl } I I I • M~rP1 ~@~u I ~~[Rll~~~[ci [H]~!@lilHlu~ . l©u ~~:([pl(Q)[Rl}I . ~ \ \ I D\ ,v :?; i I . i I I D ,/ \ I I I D\ J I I • ' I / i I I i I I ! . ! • j / UND 1/2" OPE!} PIPE LIES 0.17' BEYOJliD RECORD CORN~ ! I I ' i ! ! "' "' 0 i I I I I IL(Q)u 3l@ \ CONVERGENCE ANGLE AT POINT "A" 10' 5' 0 10' 20' SCALE IN FEET ABBREVIATIONS AP . . ANGLE POINT GRND ...... GROUND ASPH ..... ASPHALT MH. MANHOLE BLDG ..... BUILDING PP ......... UTILITY POLE CIP ....... CAST IN PLACE POR. . .. PORTION CMU ....... CONCRETE MASONRY UNIT ROW ....... RIGHT OF WAY CONC . CONCRETE SS ........ SANITARY SEWER DI . . . ... DRAIN INLET TC. TOP OF CURB EL . . . ELEVATION TG . TOP OF GRATE (DRAIN) FF ......... FINISHED FLOOR TW . TOP OF WALL FL ........ FLOWUNE TYP . . . . . TYPICAL FNC ....... FENCE U/G. UNDERGROUND GB ......... GRADE BREAK WM. . .... WATER METER NOTE THIS MAP OF EXISTING TOPOGRAPHY WAS SURVEYED BASED ON REQUIREMENTS FOR DESIGN OF A SPECIFIC PROJECT AND SOME AREAS MAY HAVE GREATER OR LESSER DETAIL BASED ON PROJECT REQUIREMENTS. THIS MAP IS INTENDED FOR USE ONLY AS A DESIGN AID FOR THAT PROJECT. CHANGES IN THE SCOPE, DESIGNER, OR SJGNIFJO\NT DELAYS IN DESIGN AND/OR CONSTRUCTION MAY REQUIRE UPDATE OF THE MAPPING. THE BOUNDARY SHOWN HEREON IS THE RESULT OF A PRECISE RETRACEMENT OF THE PROPERTY DESCROBED HEREON. A PROCEDURE OF SURVEY DEPICTING PHYSlO\L EVIDENCE AND MEASUREMENT DATA IS AVAILABLE FOR REVIEW UPON REQUEST. THE LOO\TION OF UTIUTIES SHOWN ON THIS MAP IS FROM SURFACE INFORMATION GATHERED DURING THE FJELD SURVEY. THE PRECISE LOO\TJON AND DEPTH OF LINES AND FAC!LffiES MUST BE DETERMINED BY FIELD EXPLORATION PRIOR TO EXO\VATION. -- - NSS0 42'50"E 80.96' • --·-·-'"-·------·--------·-------·-·--·- ---·-. -- ------------- ---------,---------- CJA'C --s ------w-- LEGEND PROPERTY LINE CENTERLINE LOT LINE RIGHT OF WAY ef';/' t I I BOUNDARY LINE DATA (BEARING/DISTANCE) FOUND BOUNDARY MONUMENT EDGE OF CONCRETE CURB & GUTTER CMU WALL CONCRETE SURFACE SEWER LINE WATER LINE FENCE: WOOD FENCE: CHAIN-LINK . 1 I \ l .. ------------ ~ D @ __._ • © "it ;,Tl.·04 -<,i - ---- :/: I g; I .1 .I I I I I co:vc / / I I I I I I ~/!(! "IM -~ "' "' !.i..j II 81it "' r,j I I I / 302.98 SILL I I EXISTING HOUSE I . i • I • I ! ADJACENT HOUSE (TIP) ABOVE GROUND UTILITY BOX UNDERGROUND UTILITY ACCESS UD LAMP POST SIGN VALVE GAS METER SPOT ELEVATION GROUND CONTOUR (5' INTERVAL) . GROUND CONTOUR (1' INTERVAL) (NOTE: LABEL ORIENTATION INDIO\TES POSITIVE SLOPE) 302.78 SLAB CONC -1,b! ..,,.. . ........ ____ .. ----- • \ 11.\SP/-fALT --... ,... __ PROPER1Y LEGAL DESCRIPTION I I I I I I CONC I I I I I \I I t" I I I I I I I I I I I I I I I CONC 30' ASPHALT I I I • j 1-#'~ j 0 ; <( ~ w z ...... ...J ~ C/) ASPHALT ALL OF LOT 24 AND THE SOUTHERLY 7.74 FEET OF LOT 25 OF MAP 2647 (O\RLSBAD HIGHLANDS), THE SAID 7.74 Fm BEING MEASURED ALONG THE EASTERLY LINE OF SAID LOT AND THE NORTHERLY LINE OF SAID 7.74 FEET BEING PARALLEL WITH THE SOUTHERLY LINE OF SAID LOT. EXCEPTING FROM SAID LOT 24, THE SOUTHERLY 100.66 FEET THEREOF, THE NORTHERLY LINE OF SAID SOUTHERLY 100.66 FEET BEING PARALLEL WITH AND DISTANT 100.66 FEET NORTHERLY MEASURED AT RIGHT ANGLES FROM THE SOUTHERLY LINE OF SAID LOT 24. ASSESSORS PARCEL NUMBER 207-072-17 BASIS OF ELEVATIONS CITY OF O\RLSBAD SURVEY CONTROL MONUMENT NO. CLSB 115, PER ROS 17271 MONUMENT DESCRIPTION: 2" PIPE & BRASS DISC STAMPED "LS 6215" LOO\TION: 3935 SKYLINE ROAD DATUM: NGVD 29 ELEVATION: 316.828 FEET BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, 1983, ZONE VI, 1999.92 EPOOi, NORTH AMERIQ\N DATUM OF 1983 (NAD83) BASED ON TIES TO THE CITY OF O\RLSBAD SURVEY CONTROL NETWORK MONUMENTS AS PUBLISHED IN RECORD OF SURVEY MAP NO. 17271, FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON FEBRUARY 8, 2002, GRID BEARING BETWEEN STATION CLSB-120 AND CLSB-123, AS SAID STATIONS ARE PUBLISHED IN THE CITY OF O\RLSBAD HORIZONTAL CONTROL BOOK. I.E. N 00°16'34" E QUOTED BEARINGS FROM REFERENCE MAPS/DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. THE COMBINED SCALE FACTOR AT STATION CLSB-118 IS 0.99996068 GRID DISTANCE= GROUND DISTANCE X 0.999955650. -tr No. 7927 METROPOLITAN MAPPING 3712 30TH STREET SAN DIEGO, CA 92104 (619) 431-5250 metromap.sd@gmail.com REVISIONS: >-w > O!:: :::> 0 ~ V) <(~ U Oo-. cc <( -wu I~ , CL .....JO <( ~ <( a:l r"I./ (/) (/) LL. L() .....J f I'\ 0 CC VO<( 0 '""'u CL 0 I- REVISED 05/27/20 BASIS OF BEARINGS BASIS OF ELEVATIONS SURVEY DATE FEBRUARY 13, 2020 MAP/DRAWING DATE FEBRUARY 19, 2020 SCALE: 1"=10' DRAWN BY:VF JOB No: SHEET TITLE: A-1.1 SPORT COURT 275.82' FILL ---- ---------- ---- COPING VANISHmG EDGE 277.82' COPING POOL ARCHITECTURAL SITE SECTION -------------------------- -- I I I I I I J 30' HEJGHTUM~ _ -.:,____ ...---------1 __ _ --------- -----t-___ ---I 30' HE!GH:l_i:l~ --J _:c--______ _r I -I _ ~---I -c;s_1crF -----I O' H8GHT UM~ ----9'-0' CLG. _] ---313.74' ACCE550R.Y D'NELLING U~IIT I OPEU IERRAC': O.''E\'J TERRACE 297.32 9'-0' C~G. /v1t.,5'ER SUl:"E 10'-b" CLG. KITCHEN/ PAtffRY 309.74' 297.82' 9·-0" CLG GAU.E;c_Y / LAUIIS:RY I C'-G;" G.G OF;'"ICE 297.82' 9'-0" cu;. 2-CAR GARAGE 30332, --------------- 302.82' A 1 I I I 307.82' ASPHALT DRIVE LANDSCAPE 15\J\ND brazzon design studio PO Box33137 San Diego, Ca 92163 619.677.3224 619.248.4866 www.brazzondesignstudio.com CDP 2020-0017 Q) \J cO 0 (\1 0 C Oo Q) DL C\J \J Q) OJ -C <( U) - Q) -u ~ DL _y_ ,.., U) \J E (\1 ~ lf) Q) U) L. 0 - s.,_ (\1 0 (\1 U) "t u These drawings and spec1f1c.;itrons are the property and common r;3w copyright of b+d studio and shall not be used in any other· work w1~hout their authorization. This docurrent shall not be reproduced, copied. altered or disclosed in any form without first obtaining the express written consent of b+d studio_ Job No. Drawn By JRDD Checked By TCB Date Issued 04/15/20 Revisions ARCHITECTURAL SITE SECTION A-2 -- / ... 14'-0'' COVERED OUTDOOR ROOM - --- OPEN TERRACE "lr--.------r==----------IIO 0 _, N N C COVERED OUTDOOR ROOM n SIDE SETBACK LINE __J -1- H.B. 7070 FX [TEMPERED) 14'-0' ! I KITCHEN I 0 1-b' CLG. DINING ROOM 19'X 24 f 297.821 AMSL I I I I I I I I I _I I I I I I I I I I I II I , II I II 42' I II REc/ I' FZR J !v11CRO/ { 0\/EhlS 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 I I WET BAR TO crnAPLY \1\/ITH CMC SECTION 2 i .04.378. ! I O'-b'' CLG. GREAT ROOM 28' X 24' 10'-6" ~ oo[O]oo I 5 i C' PANTRY -- 205G FX 1297.82 A/v\SL •• 2-STORY GRAND FOYEi<. BAR SINK W/ I I /2' DIA. MAX. DRAIN SIZE 8-0' LF. !VAX. 4016 FX (fEMFERED) ~-l--1 '-G' X 8-0" ( i 2 Sf) SlDE YARD ENCROACHMENT A' F!REFLACE BOX 8-0' FIRST FLOOR PLAN 5CAL£: 1/4"'= I -0' --------------~-~----------- 77'-C' SIDE SETBACK LINE l- ! I 205G FX ' 297.821 Atv1sl PA!R I 2G80 I I u 9 L 297.82 AMSL i 0-b"' CLG. OFFICE / // // 2b50 FX (fEMPERED) ']ev ;"' CHAR.GER ' . . G 0 "',, "" H 10-b" - Cc Jtfl-----------8--0" ---------ol< 2b-O' I --., ,Et---++: ~-i-: r I I I I I I I ! : : : : I : : 9'-0' CLG. DOUBLE GARA& 2"' X 25 , , I 650 S.F ~ 1 303.32 A1'v1SL ,-- ' -- 5060 DBL CSMNT I I I I I I I I I 1- 1 I I I I _J 1297.821 AMSL 99-0 7G'-O' I I UP 4 ! 0-b·' CLG. BEDi<.OOM 4 !2XIG'-8' 6060 DBL CS/vi NT 85·-0" I 7 .,,,,~u_J X / \ I I I -G" AT 7'<'fr :-1D.\rlT 39SO CSMCJ1; 1299.82' AMSL I I I I 30!:; FX 9'-C UF -4-'7"'-l--+--1(-''II I j_.-') ~ )3-4'' 13'-4' CLG~ 27'-b' PRIVATE COUi<.TYARD 30 ! b FX TEMPERED :·G. . ~EAjJ 35-G' 30 i b FX UTILl-:-Y SINr~ 8-G'' ~------------s=== --- CLG. I 8'-G' 1299.821 18 54-0' I I I I AMSL CLG. HT. VARIES GYM I !'A' IS ~-8' _ r;7Pt4' ~els. 5060 DBL CSMW I 50GO DBL CSMNT 1304.15 AMSL 3050 FX 9 O" -- J, H.B. 0 0 " 0 - - NUMBERED NOTES AREA CALCULATIONS o FIRST FLOOK. ::i SECOND FLOOR □ 70TAL LIVl~JG SPACE □ ACCESSORY DWELLl~JG UNIT (LIVl~;G SPACE) □ 2-CAR GARAGE □ I -CAR GAR.A-.GE c COVERED ENTRY o COVERED OUTDOOR ROOM -SOUTH □ COVERED OUTDOOR ROrn11 -NORTH □ OFEhl -;-ER.RAC!: -SOUTH □ OPEN TERRACE -NORTH □ TOTAL NON-LIVlt~G SPACE 3,751 SQ. FT. 2,957 SQ. FT. 6,708 SQ. FT. b25 50, FT. b 15 50. FT. 281 50. FT. 99 SQ. FT. 308 SQ. Fi. 308 50. FT. 308 SO. FT. 308 SQ. FT. 2.227 SQ. FT. FLOOR PLAN WALL LEGEND DEMO EXISTING STUD WALL (VERIFY" SIZE NJD SPACING) EXISTING STUD WAll (VERIFY" SIZE AND SPACING) NEW ',VALL TO CO-PLANE Wl-;-1-J EXISIING WALL = a:::::J NEV✓ OPEt-;ING, D00~ OR \JVlt~D0'./1/ Ii·~ EXISTl,'JG WALL 2X4 FRA.lv1!:D STUD WALL (2X4 STUDS AT ! b'' 0.C.) ~ 2xr; FRAl'-.1:!:D STUD 1NALL (2Xb STUDS AT I G" O.C.J u.0.I,J. brazzon design studio PO Box 33137 San Diego, Ca 92163 619.677.3224 619.248.4866 www.brazzondesignstudio.com CDP 2020-0017 <U \J c() C) \\) 0 C Oo <U DL C\J \J <U Cf) -C <( U) - <U -u ~ DL ~ C, U) \J E \\) ~ <U L() U) L 0 - L \\) 0 \\) lD~U These drawings and spec1fico1tions are the property and corr:mon la1v copyright of b+d studio and shall not be used 111 any other work without their authon2at1on. Th15 docunent sh2II not be reproduced, copied, altered or disclosed in any lorr;-i without -f1rsc. obtaining the express written consent of b+d studio. Job No. Drawn By JRDD Checked By TCB Date Issued 04/15/20 Revisions FIRST FLOOR PLAN A-3 () !:! "" 6 0 N 14'-0' '~r;::================ l-~t ~--- 0 b 6 ('J ,-_ N 0 _, N OPEN TERRACE OPEN TERRACE /4'-0" 0 cc X >' CL CC 0 IL co 2 O cc '° c FULL HT. LINEN 9b'' LAV. I I X / ' ( ' posocsl01tJT 9'-0" ~ 9'-0'' CLG. MASTER SUITE 22'+ X .1 9'-b" I I PA!R 20801KT I I b" ' , SHE VES -- ib' SHE VES t 42·-Ii '-----I - ' ' sos~ Fx (TEMPERED) V,/INDOV✓ SEAT VESTIBULE 99'-0' I I I I ---H I I I I l-------- SHELi/ES DO'l'v'N 20, I WALK IN -I ~ -- WIMDO~V SEAT 4056 FX (TEMPEP£0) I I I I --- g 1 90" iSLAl<D 9'-0" CLG. BONUS ROOM J3'X 18-b' " ' I I "~E\ "y SECOND FLOOR PLA_N SCALE: J /4"= I '-C' 2G80 \ . '" '••'" ll - 2G80 -""'"'" ,, "'""""'""'' ""'""' "·""'' 3080} I \ 3080 4blb FX II "'"-'"" ".' •"'% ', "W,: OPEN TO BELOW C[]: l II : lj I 11 II lj I _JI -I :_ ___ _ 0,, .. , L----- HALL 2 UNEN 9'-0' CLG. BEDROOM 2 12 X I ::i'-2'' GOSO DBL C5MNT 50'-0'' ii VVA0(-/N 2680 l ' l ' \\(ALK-IN 99'-0' 77-0' LOW LINEN GALLERY 1309.74'1 AMSL I I I I I I I I I - 4"'-. - SLOPED LEDGE HIGH STORAGE I I I , r 7 -l I l -- L __ 1 J~ ,--t=7, I I I LAUNDRY I L' L J 9'--0'' CLG. HT. ABOVE 2~JD FLR 1c::;.F. 3080 ~~ ,, < '" - 3Cl~ CSMNT ~EM ~R£D I (3)30!bFX ' I STACK 0\/R X 9" IN BETWEE1'1 5 -2'' I -1" •~•>•""Y•'"''""•'f ,,,_,'f'sH ,, I 1 I I I - . ' ,,. ' - 24" \ 11NDO\J\/ SEA r. 2'-8'' 2-i 0 4"--5-2'' (3)3016FX STACK OVR x 9' iN BETvVEEN// \\ I 3p!fo CSMNT <-- CJ 0 n 9'-0' CLG BEDROOM 3 ! b-G'' X ! 5'-2'' --"' H I ~\ g ' ' u g t co 0 n 0 X LI lL frJ C) !c "' 2 C) LI NC -· ~lt-----------------8--0-" ----J<- 2i;;'-O' I 7050 FX (TEMPERED) 0 ~ "' -~,. ·~-, 9-0" CLG LIVING ROOM I::;, X I 3-6' C 3!3.741 AlvlSL 9'-0' CLG. ADU bSO S_f ' CL 30/ b FX 30 I b FX 2Tb' I X / I'-' p ,5, C, V<f;'T NOOK ,--- 1 I \~001 I 00 I I I ' 9-0' CLG. KITCHEN BEDROOM 5 JO XIS 301 b FX 35'-0' a:' co co -,- -- -- - --- - ~q 'c:1lJ' " N 0 N N NUMBERED NOTES AREA CALCULATIONS o r'IRST FLOOR 3,75 1 SQ. rT. □ SECOND FLOOR 2,957 SQ. FT. u TOTAL LIVING SPACE 6,70B SQ. FT. o ACCESSORY DWELU,~JG UNIT (LIVING SPACE) b25 SO. FT. □ 2-CAR GARAGE □ I -CAR GARAGE u COVERED EtJTRY □ COVERED OUTDOO.:.:, ROOM -SOLJTl-j u COVERED OU-:DOOR ROOM -NORTH □ OPEN TERRACE -SOUTH □ TOTAL NON-LIVING SPACE bl 5 50. FT 281 so. FT 9950. FT. 308 SQ. FT. 308 50, FT. 308 SO. FT. 308 SQ. FT. 2,227 SQ FT. FLOOR PLAN WALL LEGEND ====::_::JJ DEtv10 EXl5TH·JG STUD WALL (VERIFY SIZE AND SPACING) EXISTING STUD WAU (VERIFY SIZE AND SPACING) ~JEW WALL iO CO-PLAl,JE WITH EXISTING WALL c:::::c !CJ ~JEW OPEN!NG, DOOR OR VVINDOW IN EXISTING WALL 2X4 F,~MED STUD WALL (2X4 STUDS AT I b" 0.C.) ~ 2X6 f,is'.A!v:ED STUD 1NALL (2X6 STUDS AT 16'' 0.C.) U.O.N. brazzon design studio PO Box33137 San Diego, Ca 92163 619_677-3224 619-248-4866 www.brazzondesignstudio.com CDP 2020-0017 Q) \) a:) tj \\) 0 C 0 0 Q) DL C\J \) Q) OJ -C <( (J) - Q) -u ~ DL ~ "' U) \J E \\) ~ Q) LO (J) s.__ 0 - s.__ \\) 0 (\) rn ~u These draw1n<3s and spec1f1cat1ons are the property ;md common law copyri<3ht of b+d studio an,:;; shal! not be used in any other work wrthout their authorization. This docume11t shall 11ot be reprodu·ced. copied, altered or d1sc!osea 1n any form without first obtamm13 the express written car.sent of b+d studio Job No_ Drawn By JRDD Checked By TCB Date Issued 04/15/20 Revisions SECOND FLOOR PLAN A-4 "' I I I ' I I I "' "' f-- I I I I I I I !RIDGE/CRICKET I-,'"" 0;,/4 VERIFY ~ 'v" ~3,!2 3: 12 L r: "-~ 'e w 9-o 0s ~ I ~ ~ r i H I I I I / I " I I 3,12~ i/ u ,-. ~ / I I s / -~ F=' "" ~ n "-! 3: I 2 ~ f-- ~3,12 i = - " RIDGE 3 12~ ' I 5:12~ 0;,/4 I-r 3: / 2 'v" I !-~ I '1((, = I <),, r IJ ~ - 3,12~ f--✓ / i----------I / I I V I- / r f:-~ 0;,/4 ,_\ ~ ~ 3: i 2 r" I- ~ / RIDGE 3,12~ 3: '2 'v" r r "'"' r" r ' ' I/ □ "" ROOF PLAN SCALE, .1/4''= I -0" -------------------------------------------------·---·-·-------' ---------------------- / I I I I I I I.EJ I I I I I I 0;,/4 ~ ~ f--I 3: 12 f--I I I !-~312 I 1:<0-I f--~ ~ ~ 3: ! 2 ~IDGE 3,12~ ~ I ,-1 ~ ~IDGE :"'I,, r"-' Ii I I I I I, . I I 7 I 3; I c,;,,,, f--I ~ r" I I : I I i I i I I ~ "" ~ 3: i 2 RIDGE 3: ! 2 'v" ~/4 ~ NUMBERED NOTES / ~ - 3,12~ ~/4 ~ ~ brazzon design studio PO Box 33137 San Diego, Ca 92163 619,677,3224 619248,4866 www.brazzondesignstudio.com CDP 2020-0017 Q) '5 a) \J CT5Q C Oo Q) ~ (\j '5 Q) (j) -C <( <S) - Q) -u ~ ~ ~ "' UJ '5 E CT) ~ Q) LO <S) L-0 - L- CT) 0 CT) tD~U These drawmqs and specif1c2t1ons are the property and comrion L;w; copyright of b+d studio and shall not be useci m any other v,ork ,v1thout their authonzat1on. This document shal! not be reproduced. copied. altered or disclosed m any form without first obta1mnqJ the express written consent of b+d studio. Job No_ Drawn By JRDD Checked By TCB Date Issued 04/15/20 Revisions ROOF PLAN A-5 F.F. A.D.U. 313.74' EXISTING GRADE F.F. SECOND FLOOR 309~.7~4' ____ _ T.O. CURB AT GARAGE~3~0~4~.l~S_' __ _ F.F. GYM 299.82' F.F. MAIN LIVING FIRST FLOOR 297.82' -~!GffTlJM!T - F 302.82' EXTERIOR STAIRWAY FROM --~ NORTH S!DEY ARD 302. 98' TO ADU ENTRY STOOP 313.57' D 303.32' BAT GARAGE 303.32' \ G OPEN BELOW STAIR ~ - 326.82" I 313.74' I -326.24'~ SLOPED LEDGE ---------------, 297.82' I I INTERIOR STAIRWAY FROM GARAGE 303.32' TO FIRST FLOOR 297.82' RIGHT SIDE ELEVATION -NORTH SCALE: ! /4"= I -0" 323.82' I □ 322.57' \ __,,. :1 11 !I I II II I 7:"",-:-, -11 I Ill I 1111 II 1111 II Ill i! Ill 11~ _,~,. , .......--111111111 I 11111111 'ILLJII 11~ -11 II II 11 II I Ii I II I II I 'I Ii ', I I I I II I i II 11 I I I I I II I 117'-,-.1 11111111111111111111: IIII 1111111111\ll 11111II1\,11 I"' ' I I ............. ' .. ,, : ', I ... •· ~I -~II ~i -~I ' '--_,I .___.,I I.___., l.___,I V - ~ ·.. .. '. ! ! 324.15' 325.15' 11 11 I E ~I Iii ii - E ·nr 1 , "7T7 I I I I I II II 1=======1 ... ."·L _, : .= '• =r'===========r= z ci ,_: C, r " oZ ~-----~•a" "'~~-----I ;: b :Q ~ +---<---~ 1, '. ., . . . I I I _.: .. / 0) iL ~ C / ~ ---.--- ~ -.. -----~ ' 1--- .·. ··-,o··,--. . ·. ... / v / .. . • ------ B C FRONT ELEVATION -EAST SCALE: 1 /4"= I -0" HOME'S TALLEST POINT -29'-8n - :z ci 325.15' ~ z - I \ 295.48' D D D ·. '!=======1 ' ~ •'" r- ~ .. I--- -~ ··~ I---. ~ . I--- / / .. !=======:! B I \ ----------D --- V i ll] " H f----1& 309.74' _\~- \ I . . - " 1 I ... - . . . --- 326 82' I '--El I- LJ .. ' I \ \ I 297.82' ~ --- I V " I I ... - D ' - -- I II 11 'ir=l===============rl:·.' C - G G ------ G -30' HEIGl:J! LIMIT --- F.F. SECOND FLOOR 309.74' C F.F. MAIN LIVING FIRST FLOOR 297.82' FINISH GRADE ---- MATERIAL PALETTE A. 3-COAT EXTERIOR FLA.STER FINISH. MFR: OMEGA PRODUCTS. STYLE: AKROFLEX (ACRYLIC) COLOR: MILKY QUAR"i"Z B. FAUX WOOD (PO~CElAIN) S!DING. MFR, ARIZONA TILE. STYLE: SAV WOOD. COLOR: IROKO 8" X 32' (INSTALLED VERTICAU.Y) C. MANUFACTURED ADHERED STONE VENEER. MfR; ELDORADO STONE. STYLE: VANTAGE 30. COLOR: WHITT: ELM G" X 30" D. CLASS A' ASPHALT COMPOSITION SHINGLE. MFR: O\iVENS CORJJING. ST(lE: DURATION MAX. COLOR: MESQUITE E. CLASS A STANDING SEAM METAL ROOF MFR: TBD COLOR, ESPRESSO F. 'NOOD OU--;""LOOKER5 AND BRACK_Ff5. G. CABLE RAILING GUARDRAIL. H. WINDOWS. Mr'R: l\~ILGAR.D. STYLE: TRINSIC SERIES (VlfJYL). COLOR; ESPRESSO J. DOORS. MFR: WESTERl·J DOOR If. \NlNDOWS. STYLE: SEK.JES GOO MULTI-SLIDE. COLOR: HILLSIDE BRONZE F.F. A.D.U. 313.74' ------ T.O. CURB AT GARAGE 303.32' F.F. MAIN LIVING FIRST FLOOR 297.82' ------ brazzon design studio PO Box 33137 San Diego, Ca 92163 619.677.3224 619.248.4866 www.brazzondesignstudio.com CDP 2020-0017 Q) 73 c() 0 (\) 0 C 0 0 . ~ Q) C\J 73 Q) OJ -C <( U) - Q) -u >. ~ ...'::L. ..., U) 73 E (\) ~ Q) LO U) L_ 0 - L_ (\) 0 (\) U) ~ u These dr·aw1ngs and spec1f1cat1ons 2re che property and common law copyright of b+d studio and shall not. be used m any other work without their author1zat1on. This document shall not. be reproduced. copied, altered or disclosed in any form without first obtaining the express v,r1tten conse11t of b+d studio. Job No. Drawn By JRDD Checked By TCB Date Issued 04/15/20 Revisions EXTERIOR ELEVATIONS A-6.1 --- F.F. SECOND FLOOR 309.74' F.F. MAIN LIVINGFJRSTFLOOR 297.82~'------ F1NISH GRADE ---- -- G G --------- ------- I, I ------- 325.15' 323.82' - Ii 11 HOME'S TAU£ST POINT -29'-8" - . / / ·'- I "' 297.82' I 295.48' "' / ,-' :c CL ~ Q <( ~ :c 9 0) -- ' / II z 0 :::, o[ 0 0 ~ ~ f-m CL 0: c.: /: -- ,-' :c "" ~ D <( ~ :c b "' z ci :::, o[ ~ ' ~ D z 0 u ~ cf) /= - 324.15' E 309.74' ii - / '- i / ' j "- '-- / 297.82' INTERIOR STAIRWAY FROM GYM F.F. 299.82' TO FIRST FLOOR 297.82' -_r-326.24' / '\ '\ / i - 326.82' 315.82' F z 304.1 5' ci -IC :::, °' o[ ~ 0 Si 0 -r f- 0 [) '" C: c.: >->- --- D , I, I / '\ I, ' ' / '\ / ' -! ---I I F.F. GYM --------------299_,!!2.'._ ___ _J '---INTERIOR STAIRWAY FROM GARAGE 304.15' TO GYM F.F. 299.82' LEFT SIDE ELEVATION -SOUTH SCALE: I ;4·•= I '-0" 326 82' 325.15' D 323.82' ----: J I )PEN BELO~ STAIR ---1 !Ill iii I it l -ii J !l ! iii 11 !II I ii II 1111]111 II I II I Ill II ii 11 lll ! 1,11 I I I ii I 1:1 iii 11 u 1 '111 11 I Ii i·j tt 11r-- _, II I IM 11 I' I Ii I Ii i I I! l I [ I' 11 I I I 111 II Ii!~ i I I 111 I I II 11 II I I I !I I I IT I II 11 I I ,It II ! I 11 I I II ;1 I I I I l I Ii ! II 11 I ! [ l I,-- -UI 11 !I 11 11 •y 11 11 11 11 I I! 11 11 11 1: 11 I ' 11 I II.I 11 ' II II II I !I I ii 11 I II ! I II I 'I I I I I I I ii I I, Ii i ii II I II 1111 11 ii I ;I I U I 11 ' I I I I I 11 11 • II I 11 I I I 11! U,~'-'-"-inl""t-,,._ 1 , 11 -1--jJ.... __ Li , 11 i , 11 r I ii i i 'I I i i I i 11 11 i i i i i 11 11 1,1 11 :1 u 11 11 11 1i 11 11 111 I' 11 11 1 n 11 11 11 11 ,1 11 11 11 i I i i i 1, i i ·,11~"'1~71"--c7t--"'1r'--,1,.~,,1c..,1,·1~'"",:~1 ,~•y...1"111'~Y-,1,ri111•~s1''-r-e 11· ! 11 1 11 r--. II I I l I II I I II i I II I I i 1 -i-1 I I ~ i j II I Ii ii I 1 ii ii I II II l I U t ;1 II I l II I II ;I l II II I 11 II I I II I U II I I ! I I ii I I ! I II I I I l I Ii I I [ 1 I I j i j I I: i j j ! Ii I \ j I j j I ! i ! 11-- Ill Ii II 1111 II iilll II lilll 11111 111111 11111r"sH-LII_I l[J'1: :Ill llllll oil' lllll '.'I 1111 111111 1111 111111 II I' 111111 111111 11111 Ii I 11111 l'I jll 1111 I 111111 1111 11111, 11:1 1111 11,l!i Ill ll111~ K II . II I l ii I I! I II I I! II ! I II i II II II Ii ! I H I ,1 1: [ I I " II I 1 II ii II I I II I l 1' I' 11 I I II u I II II I I 11 I I II i I II I II II I 11 'I i I I Ii t j I I I I II I I ! II l i: I I ! I II I II II II I I II II ,\ ii I I II r I' II r I I ,/ f-f-f- G G I_-. • . ·~ . ·. ,:; ... .. . . REAR ELEVATION -WEST SCAl.£: 1/4'= I '-0" - - - .. ·-· ·.• ; . · .. , j I ~ - - 11 , 309.74' I DD -~ "' ' ~ ) i / 297.82' I - r '-, .. . . .. .. . . - - '-, .,_ . • .... .. . . i G G -.. -- -- . ,•. - - \ □ I II r- ' '~B r-... I - ______ F~-~F. A.0.U. 313.74' T.O. CURB AT GARAGE 304.15' _ ... _ EXISTING GRADE A. B. C. D. E. F. G. H J. MATERIAL PALETTE 3-COAT EXTERIOR PLASTER FINISH. MFR: OMEGA PRODUCTS. S~LE: AKROFLEX (ACRYLIC) COLOR: MILKY QUARTZ FAUX WOOD (PORCELAII'<) SIDll'JG. MFR: ARIZONA TILE. STYLE: SAV WOOD. COLOR: IROKO 8·' X 32" (INSIALLfD VERTICAfLY) MANUFACTURED ADHERED STrnJE VENEER. MFR: ELDORADO 570NE. STYLE, VANTAGE 30. COLOR: WHITE ELM G'-X 30" CLASS 'A' ASPHALT COMPOSITION SHINGLE. MFR: O'vVENS CORt-llNG. STYLE: DURATlml MAX. COLOR: tv1ESQUITE CLASS 'A' STANDla\G SEAM METAL ROOF MFR: TBD COLOR: ESPRESSO WOOD OUTLOOkERS AND BRACKETS. CABLE RAILING GUARDRAJL W!t,JDOWS. MF,~: MILGA~D. STYLE: 7RINSIC SERIES (VINYL). COLOR: ESPii:.tSSG ---- DOORS. lV'.F.~: WESTERN DCOK $ WINDO\lvS. STYLE: SERIES GOO h/:ULTI-SLIDE. COLOK.: HILLSIDE BRONZE F.F. SECOND FLOOR 309.74' _ _____ F.F. MAIN LIVING FJRST FLOOR 297.82' brazzon design studio PO Box 33137 San Diego, Ca 92163 619.677.3224 619.248.4866 www.brazzondesignstudio.com CDP 2020-0017 Q) -cs co 0 ('5 0 C Oo Q) Di (\j -cs Q) CJ) -C <( IS) - Q) -u ~ Di ~ " UJ -cs E ('5 ~ LO Q) IS) L 0 - L ('5 0 ('5 UJ ~ u These drawings and spec1f1cat1ons are t.he property ana common law copyright· of b+d studio and shall not be used in any other work without their authorization. This document shall not. be reproduced. copied. altered or d1sc!oseO 1n .;my form without First obta1111ng the express written consent of b+d studio. Job No. Drawn By JRDD Checked By TCB Date Issued 04/15/20 Revisions EXTERIOR ELEVATIONS A-6.2 \ 5' Ml< / 6' ""'· Hr. P.C '""'" "'"'\ \ DEEPEN F-OOTING 18" MIN. \saow GRADE \ \ {PROVIDE ~RIZONTAL PEN~TIONS 11-iRU \ WALL AT G UNO LEVEL O 4" C.C.) ~ ~c, ~ .<:.:i \ ' .. ._. 1.,., 1s \ ro'<>~~\ ".>~ \ -o';t~ \ {1>~'b".> '1), ro"'· "" I '\, \ '\) ' 272.50 \1 INV .,~ \\D ~· 1$1 ~ \ \ • -~ ~\ ..., EASEMENT NOTES ALL EASEMENTS LISTED HEREON ARE PER A PRELIMINARY TITLE REPORT PRl::PARED BY FIRST AMERICAN TITLE COMPANY, FILE NO.DIV-6066955 DATED OCTOBER 4, 2019 UNLESS NOTED 011-iERWISE. AN EASEMENT FOR TELEPHONE AND/OR ELEClRIC POLES AND LINES, AND SEWER, WATER, AND/OR GAS MAINS AND INCIDENTAL PURPOSES RECORDED OCTOBER 13, 1944 IN BOOK 1762, PAGE 126 OF OFFlCIAI. RECORDS OF SAN DIEGO COUNlY. Tl-iE EXACT LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM RECORD DOCUMENT AND IS NOT PLOTTED HEREON. LEGEND \ \ ' I I \ • \ I ~I \ {:> ,,,_r::.:, \ \ I I ~,-~ I \ . \ 'li RP· I \ ?' '\) (1YP. l !" \ co 8 ' N co l N ' . CONSTRUCTION NOTES 0-CONSlRUCT CONCRETE HARDSCAPE. ®-CONSTRUCT CONCRETE DRIVEWAY. I ' I \ I I I I \ l -100 -EXISTING CONTOUR T/SIAB PROPOSED TOP OF SIAB @--INSTALL 4" PVC SCH40 OR SDR35 PIPE DRAIN SYSTEM. ©-INSTALL 6" PVC SCH40 OR SDR35 PIPE DRAIN SYSTEM. ®-INSTALL 8" PVC SCH40 OR SDR35 PIPE DRAIN SYSTEM. -100-PROPOSED CONTOUR c.c. CENTER TO CENTER 100.00 SPOT ELEVATION FS PROPOSED FINISHED SURFACE ©-INSTALL 6" DECK DRAIN NOS 9188 W/ RISER & ADAPTOR, OR EQUAL. (!)-INSTALL 6" AlRIUM DRAIN NDS 90 W/ RISER & ADAPTOR, OR EQUAL. @-INSTALL 12" AlRIUM DRAIN, NDS 1280 W/ RISER & ADAPTOR OR EQUAL. ©-INSTALL 24" CONC. CATCH BASIN (BROOKS CB-2424 OR EQUAL). PROPOSED CONCRETE PAVING FG PROPOSED FINISHED GROUND PROPOSED ARTIFICIAL TURF BLOCK OVER F.F. PROPOSED FINISHED FLOOR CONCRETE (SEE LANDSCAPE PLAN) PROPOSED PERVIOUS PAVING (SEE LANDSCAPE PLAN) ==•·== PROPOSED STORM DRAIN --SUB--PROP. SUBDRAIN PROPOSED BEARING/RETAINING WALL Z Z Z 2 2 Z Z EXISTING SCREEN WALL PROPOSED SCREEN WALL (CMU) MMM PROPOSED RETAINING WALL GRADING LIMITS PAD PROPOSED PAD ELEVATION NOTICE TO CONTRACTOR REQUIRED CERTIFICATIONS/ APPROVALS INV INVERT OF PIPE TG TOP OF GRATE P.L. PROPERlY LINE TW TOP OF WALL TF TOP OF FOOTING T.P. TOP OF PILASTER PA PLANTER AREA H.P. HIGH POINT • DOWNSPOUT T/COP TOP OF COPING In addition to any certifications required by the agencies having jurisdiction over this project, the following approvals from the Civil engineer of record are required: 1. Foundation forms for improvements on or abutting property lines is required prior to concrete pour. 2. Location, size, and depth of all drain lines prior to backfill. N:\200xx\20036\Dr□wings \Civil\20036-gp-02.dwg 08/21/2020 17:07 I @)--INSTALL BIOFILTRATION SYSTEM (411 S.F. MIN. AREA). SEE DETAIL ON SHEET C-2. @-CONSlRUCT STORM WATER STORAGE VAULT. SEE DETAIL ON SHEET C-2. ®-CONSlRUCT DRAINAGE SPREADER. SEE DETAIL ON SHEET C-2 @-INSTALL 5" CHANNa DRAIN W/ LIGHT TRAFFlC GRATE (NDS 864GMTL OR EQUAL.) @-CONSlRUCT 12" WIDE CONCRETE V-DITCH. @-INSTALL 1 • WATER METER AND SERVICE W/ SPRINKLER PER CITY STD. DWG. NO. W-3A. @-INSTALL PERVIOUS PAVING ON WALKWAYS/PATIOS AS SHOWN (SEE LANDSCAPE PLAN}. EXISTING UTILITY NOTE Tl-iE LOCATION OF UTILITY LINES SHOWN HEREON PER IMPROVEMENT PLANS FOR SEWER (DWG 119-6) AND WATER (DWG 182-5), AS WELL AS USA MARKINGS OBSERVED IN Tl-iE FIELD BY PETRA GEOSCIENCES (PROJECT GEOTECHNICAI. ENGINEER) AND FIELD SHOT TOPOGRAPHIC SURVEY INFORMATION OBTAINED BY 8011-i TOAL ENGINEERING, INC. AND METROPOLITAN MAPPING. ACTUAL SIZES, LOCATIONS, AND DEPTl-iS MAY VARY AND SHALL BE FIELD VERIFIED PRIOR TO ANY CONNECTIONS TO, OR OTHER USE OF, Tl-iESE UTILITIES. TOAL ENGINEERING, INC. @@@ CIVIL ENGINEERI NG LAND S U R VEYI N G S T ORMWA T E R Q U ALI T Y 139 Avenida Nava r ro San Clemente , CA 92672 949 492 8586 www .toal e ngin ee ring .com ADDITIONAL NOTES 1. ALL ROOFS SHALL BE GUTTERED & DOWNSPOUTS CONNECTED TO STORM DRAIN SYSTEM. 2. PAD ELEVATIONS ARE BASED ON 4" CONCRETE SLAB OVER 2• OF SAND OVER 10-MIL VAPOR ~RIER OVER 1" OF SAND PER SOILS REPORT. CONTRACTOR SHALL VERIFY ALL PAD ELEVATIONS W/ SOILS ENGINEER AND SlRUCTURAI. ENGINEER PRIOR TO GRADING. 3. WHERE EXTERIOR/INTERIOR UTILITY lRENCHES ARE PROPOSED IN A DIRECTION 11-iAT PARALLELS ANY BUILDING FOOTING, Tl-iE BOTTOM OF Tl-iE lRENCHES SHALL NOT EXTEND BELOW A 1 :1 PLANE PROJECTED DOWNWARD FROM Tl-iE BOTTOM EDGE OF FOOTING. WHERE 11-ilS OCCURS, ADJACENT FOOTING SHALL BE DEEPENED OR UTILITY CONSlRUCTED AND BACKFILLED PRIOR TO BUILDING CONSlRUCTION. 4. FOR BUILDING FOOTING AND FOUNDATION DESIGN SEE SlRUCTURAI. PLANS. 5. ALL RECOMMENDATIONS WITHIN Tl-iE SOILS REPORT FOR Tl-ilS PROJECT PREPARED BY PETRA GEOSCIENCES, INC., REPORT NO. 20-155 DATED MAY 11, 2020, AND ALL ADDENDA Tl-iERETO, ARE CONSIDERED A PART OF 11-ilS PLAN. 6. ALL DRAIN LINES SHALL HAVE A MINIMUM SLOPE OF 1 % TOWARDS OUTLETS. WALL NOTES 1. WALLS SHOWN HEREON FOR INFORMATION ONLY AND ARE TO BE CONSlRUCTED PER SEPARATE PLAN/PERMIT. 2. ALL PROPOSED WALLS ARE ANTICIPATED TO BE CMU UNLESS 011-iERWISE NOTED; SEE SITE WALL PLANS FOR FINAL DESIGN INFORMATION. 3. NO WALLS OR FENCES ARE TO EXCEED 6' IN HEIGHT MEASURED FROM LOWEST ADJACENT GRADE AND NOT TO EXCEED 42" WITHIN Tl-iE REQUIRED FRONT YARD SETBACK. HEIGHT SHALL INCLUDE ANY REQUIRED SAFETY RAILINGS. • DEVELOPMENT STATISTICS d, SITE AREA 0.572 AC 24,904 S.F. DISTURBED AREA 0.607 AC 26,435 S.F. POST-PROJECT PERVIOUS AREA 0.248 AC 10,804 S.F. IMPERVIOUS AREA PRE-PROJECT 0.139 AC 6,043 S.F. NEW OR REPLACEMENT 0.324 AC *14,100 S.F. POST-PROJECT 0.324 AC 14,100 S.F. • INCL. 4,800 S.F. BUILDING COVERAGE GRADING QUANTITY ESTIMATE fARTHWQRK ~ .ElLl. EXCAVATION 590 CY EMBANKMENT 1,575 CY OVEREXCAVATION/RECOMPACTION 1,000 CY 1,000 CY IMPORT/EXPORT 985 CY TOTAL 2,575 CY 2,575 CY 0 ' ' '' " '' ' '' " '' '' : '. .J' I 30' 0 10 'r I 20 ----SCALE: 1"= 10'-o" WATER DISTRICT CARLSBAD MUNICIPAL WATER DISlRICT SEWER DISTRICT U...! I I r I I CITY OF CARLSBAD WASTEWATER DMSION SCHOOL DISTRICT CARLSBAD UNIFIED SCHOOL DISlRICT ~ CITY OF CARLSBAD I SHEETS I f-----l--+----------------+---+-----11----t----t l___!_J ENGINEERING DEPARTMENT 2 t----t----+-------------------t---+--+---i--------i PRELIMINARY GRADING PLANS FOR: SAREM RESIDENCE 4005 s~AND1t2.iM>r p~ARIBBAD CALEB RIOS R.C.E. 57587 DATE: DAlE INlllAL ENGINEER OF WORK REVISION DESCRIPTION DA 1E INlllAL DAlE INlllAL OTHER APPROVAL CITY APPROVAL PROJECT NO. CDP 2020-0017 DRAWING NO. C-1 CDP SUBMITTAL NO. 3 3" DIA POP-UP EMITTER------,_ NDS 420 OR EQUAL. FASTEN TO PIPE WITH • PVC GLUE. 'lx, ~ r,....-'.---------"' 6" PVC ---r,. I 18" MIN. EMBEOMENT---==-1±! _ -~1~E BY 6" THICK INTO COMPETENT -L _J AN H·oR F' 3000 • MATERIAL AS -----. CONC. C c= ps, DETERMINED BY SOIL _,k 12 J 4 places ENGINEER 6"x6" TEE w/ C.O. RISER SECTION Y-Y 6" MIN COVER FG LENGTH PER PLAN 6" PVC PLAN ALL GRATES TO BE SET AT SAME ELEVATION ------~ --- @ DETAIL 12 DRAINAGE OUTLET/SPREADER PER SOILS REPORT. NOT TO SCALE N:\ZOOxx\20036\Drawings\Civil\20036-gp-03.dwg 08/21/2020 17:08 "CAP ~-~---------~-- CONCRETE WALL (DESIGNED BY OTHERS)-, FINISHED GRADE AREA = 411 SQ. FT.; LAYOUT PER PLAN 14" MIN. i' VEGETATION ," ~ GJr>'ft• 8" PONDING -r,~ 6"¢ OVERFLOW DRAIN 12· PLANTER WALL STRUCTURAL DESIGN BY OTHERS UNDER SEPARATE PLAN & PERMIT @DETAIL 14 BIORETENTION PLANTER NOT TO SCALE TOAL ENGINEERING, INC. @@@ ------------- CIVIL ENGINEERING LAND SURVEYING STORMWATER QUfa,LITY 139 A.venida l\'avarro San Clemente, CA 92672 949 492 8586 www toalengineering com FINISHED GRADE 18" MIN. SOIL MEDIA THICKNESS (NO MORE THAN 30% COMPOST) MIN. INFILTRATION RATE = 5" /HR. CALEB RIOS --57587 DATE: 6" CLEANOUT RISER.e--' · ~Tss,~ ~i)\-"11 Rta.,. % 6 1; l;J No. 57587 SJ ,J' -s-~ CML i:-,.<' "~ DAlE INlllAL O; C~L I~ ENGINEER OF WORK L=30.5' SPORT COURT 363 CU. FT. STORAGE 4" PVC OUT (TO BMP: BIORETENTION PLANTIER)--~-. 12" PVC (TO STORAGE) i------6" PVC OUT (TO DRAINAGE SPREADER) OPEN TO BELOW 6"¢ INLET PIPE t--w.....~ 8" WIDE CHANNEL W/ 3" HIGH WEIR; CHANNEL SIZE TO BE VERIFIED AT FINAL DESIGN.-~ t------8"¢ INLET PIPE DIVERTER BOX TOP VIEW 4 • PVC OUT (TO BMP: BIORETENTION PLANTER) TRIM 8"¢ INLET PIPE , ','-275.70 INV -, \ 8" WIDE CHANNEL \ W/ 3" HIGH WEIR ' - ~ D ET Al L ~ DETENTION / FLOW CONTROL SYSTEM SCALE: 1 "=2' REVISION DESCRIPTION CONSTRUCTION NOTES (D-coNSTRUCT CONCRETE HARDSCAPE. ®-CONSTRUCT CONCRETE DRIVEWAY. @-INSTALL 4" PVC SCH40 OR SDR35 PIPE DRAIN SYSTEM. @-INSTALL 6" PVC SCH40 OR SDR35 PIPE DRAIN SYSTEM. @--INSTALL 8" PVC SCH40 OR SDR35 PIPE DRAIN SYSTEM. ©-INSTALL 6" DECK DRAIN NDS 9188 W/ RISER & ADAPTOR, OR EQUAL @-INSTALL 6" ATRIUM DRAIN NDS 90 W/ RISER & ADAPTOR, OR EQUAL @-INSTALL 12" ATRIUM DRAIN, NDS 1280 W/ RISER & ADAPTOR OR EQUAL @-INSTALL 24" CONC. CATCH BASIN (BROOKS CB-2424 OR EQUAL). @---INSTALL BIOFILTRATION SYSTEM ( 411 S.F. MIN. AREA). SEE DETAIL ON SHEET C-2. @-CONSTRUCT STORM WATER STORAGE VAULT. SEE DETAIL ON SHEET C-2. @--CONSTRUCT DRAINAGE SPREADER. SEE DETAIL ON SHEET C-2 @)-INSTALL 5" CHANNEL DRAIN W/ LIGHT TRAFFlC GRATE (NDS 864GMTL OR EQUAL) @-coNSTRUCT 12· WIDE CONCRETE V-DITCH. @-INSTALL 1" WATER METER AND SERVICE W/ SPRINKLER PER CITY STD. DWG. NO. W-3A. @-INSTALL PERVIOUS PAVING ON WALKWAYS/PATIOS AS SHOWN (SEE LANDSCAPE PLAN). I SH2ET I CITY OF CARI.SBAD I SH2ETS I ENGINEERING DEPARTMENT PRELIMINARY GRADING PLANS FOR: SAREM RESIDENCE 4005 SKYLINE ROADAls CARLSBAD SECTIONS AND DET PROJECT NO. DRAWING NO. D),lE INlllAL DAlE INlllAL C-2 CDP 2020-0017 OTHER APPROVAL CITY APPROVAL CDP SUBMITTAL NO. 3 \ \ '\ \ ·\ i \ \ . \ ,, ,. ,. \ \ \ \ \ \ ' \ ' \ \ '~ \. {'}J - ~'6 n . / '\, CONCRETE WALL (DESIGNED BY OTHERS) \ I \ \ \ ' \ DRAlkAGE SPREADER FOR RUNOFf DISPERSION A\ REAR PROPERTY LINE , \ \ ' I ! l ' ' I I I ' ' I \ \ \ l " l I \ I I 1 AREA = 411 SQ. FT.; LAYOUT PER PLAN 14" MIN. 8" PONDING ,? VEGITATION )' ~ ~d'u' 6"t OVERFLOW DRAIN 12• ¼«<«:<» ,)//)//: ~. ~'½'½~// , '\,"'"-'·', . , , , '-'-,,"-.. Y, 6" DIA. PERF. PIPE (272.67 INV) PLANTER WALL STRUCTURAL DESIGN BY OTHERS UNDER SEPARATE PLAN & PERMIT @DETAIL 14 BIORETENTION PLANTER NOi' 10 SCALE N:\200xx\20036\Reports \ WQMP\20036-SWQMP-exhibit.dwg 08/21/2020 17 :08 ,:.•••::' •.I ""' ~,._ -~···---· FINISHED GRADE 18" MIN. SOIL MEDIA THICKNESS (NO MORE THAN 30% COMPOST) MIN. INFILTRATION RATE = 5" /HR. 3" CHOKER / ¾° -f PEA GRAVEL 27" MIN. ~• WASHED GRAVEL VERTICAL WALL STEI (rYP) WQMP LEGEND I I PROPOSED BUILDING ADDITION PROPOSED IMPERVIOUS PAVEMENT PROPOSED PERVIOUS PAVING r---, PROJECT AREA BOUNDARY L ___ J J~,~-1~'¥r~i,~.L ,j PROPOSED BIOFILTRATION BMP ) --4"-- RUNOFF FLOW DIRECTION PROPOSED STORM DRAIN INLET ~OOII!:l:l:l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venida San Clemente, 949 492 Navarro CA 92672 8 5 8 6 www.toalengineering.com 4015 SKYLINE ROAD LOT 24 (POR) BMP ID# BMPTYPE SYMBOL TREATMENT CONTROL 0 PERVIOUS I I PAVEMENT 0 BIOFILTRATION W/ I :;<i l PARTIAL RETENTION ""''' LOW IMPACT DESIGN (LLD.) SOURCE CONTROL ® TRASH ENCLOSURE n CALEB RIOS S7587 DATE: BMP BMP NO. SD-6B PR-1 SC-5 _j. \ i ' I ASPHALT - I ' -L ADJACENT HOUSE (rYP) I TABLE QUANTITY 3.230 SF. 411 SF. INSPECTION * MAINTENANCE * FREQUENCY FREQUENCY SEMl·ANNUALL Y ANNUALLY MONTHLY ANNUALLY PARTY RESPONSIBLE FOR MAINTENANCE NAME _ __.S~C~O~T~T'-""SA=RE~Me.c_ __ _ ADDRESS_4~0~0,,,5,,,Se.:KY=LcclN,eEc,R,;:0,;,Ac,,D"'-- CARLSBAD, CA 92008 CONTACT ______ _ PHONE NO. (760) 533·2470 PLAN PREPARED BY: NAME __ C_A_L:.:E:.:B'-R-'I-'0-'S.:., c..P:.c.E:.:.. ___________ _ SIGNATURE COMPANY TOAL ENGINEERING, INC. ADDRESS~1=3~9.:.A,.,V.,,Ec,N~ID""A"-"NA"'V"'A~R~R~O,,,__ SAN CLEMENTE, CA 92672 PHONE NO. (949) 492-8586 BMP NOTES: CERTIFICATION _____ _ 1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS OR THESE PLANS. 2. NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER 3. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR PLANTING TYPES WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF HAS INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCTION AND INSTALLATION. 5. REFER TO MAINTENANCE AGREEMENT DOCUMENT. 6. SEE PROJECT SWMP FOR ADDITIONAL INFORMATION. 0 0 10 20 ----SCALE: 1"= 10'-0" DMA-1 TABLE SITE AREA 0.572 AC 24,904 S.F. DISTURBED AREA 0.607 AC 26,435 S.F. HYDROLOGIC SOIL GROUP NRCS lYPE B DEPTH TO GROUNDWATIER >20 FT. POST-PROJECT PERVIOUS AREA 0.248 AC 10,804 S.F. IMPERVIOUS AREA PRE-PROJECT 0.139 AC 6,043 S.F. NEW OR REPLACEMENT 0.324 AC 14,100 S.F. POST-PROJECT 0.324 AC 14,100 S.F. ATTACHMENT 1 a l-----lf---+------------+--+---+--1---11 SHlEET I CITY OF CARLSBAD I SHElETS I ::==:::::'...'.:::===::E=:N:::G=:IN:::E:::ER:::I::::N:::G::::D::::E:::::P::::AR:::::T:::::M=:EN::::T:::::::=:::.::==::: DAlE INlllAL DAlE INlllAL DAlE INlllAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL SWQMP Sl'TE PLAN FOR: SAREM RESIDENCE 4005 SKYIJNE ROAD, CARLSBAD OMA EXHIBIT PROJECT NO. DRAWING NO. CDP 2020-0017 Al.O GRADING SUBMITTAL NO. 3 LANDSCAPE SPECIFICATION NOTES: ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINACiE (2% CiRADE IN PLANTINCi AR[A.5) AWAY FROM ALL STRUCTURES AND TERMINATINCi IN AN APPROVED DRAINACiE SYSTEM. THE PRIVATE HOMEOWNER SHALL BE RESPONSl/3LE FOR ALL LANDSCAPE MAINTENANCE. THE LANDSCAPE MANUAL INDICATES THAT LANDSCAPE PLANS ARE TO FEATURE CiROUND COVER, SHRUBS, AND TREES TO SCREEN ELEMENTS OF UNSICiHTLINESS AND SCREEN/SOFTEN NEW IMPROVEMENTS. THE LANDSCAPE MANUAL ALSO INDICATES THAT LANDSCAPINCi SHALL BE USED TO ACCENTUATE AND ENHANCE ARCHITECTURE. THE LANDSCAPE MANUAL REQUIRES THAT SO% OF THE SHRU/3S (EXCEPT ON SLOPES 3 :1 OR STEEPER) SHALL BE A MINIMUM s-CiALLON SIZE. PLEA.SE ADD APPROPRIATE NOTES TO PLANS AND INSURE THIS REQUIREMENT 15 MET. ALL TREES (EXCEPT ON SLOPES 3:1 OR STEEPER) SHALL BE A MINIMUM 1S-CiALLON SIZE. PLANTS, WHEN INSTALLED AND AT MATURITY, WILL BE POSITIONED TO AVOID OBSTRUCT/Ne; MOTORISTS' VIEWS OF PEDESTRIAN CROSSINCiS, DRIVEWAYS, ROADWAYS AND OTHER VEHICULAR TRAVEL WAYS. PLANTINCiS NEAR THE ENDS OF DRIVEWAYS SHOULD /3E DESICiNED TO ALLOW FOR VISl/31LITY AND SHOULD NOT EXCEED 30 INCHES IN HE/CjHT. ANY TREES THAT MICiHT /3LOCK VISIBILITY SHOULD BE LIMBED UP TO A HEICilff OF <i> FEET. STREET TREES SHALL BE LOCATED: a. A MINIMUM OF SEVEN (7) FEET FROM ANY SEWER LINE. b. IN AREAS THAT DO NOT CONFLICT WITH PU/3LIC UTILITIES. c. OUTSIDE OF 5/CjHT DISTANCE AREAS. d. WITHIN THE STREET RICiHT-OF-WAY. a. PLEA.SE PROVIDE A NOTE TO INDICATE THAT ALL IRRICiATION WATER WILL /3E POTABLE WATER. b. PLEA.SE PROVIDE WRITTEN DESCRIPTIONS OF WATER CONSERVATION FEATURES INCLUDINCi ADDRESS/Ne; XERISCAPE PRINCIPLES (SEE APPENDIX A OF THE LANDSCAPE MANUAL) WITHIN THE PROJECT. c. HYDROZONE D/ACjRA/vl: PLEASE INCLUDE ONE "HYDROZONE DIACiRAM" WHICH IDENTIFIES CiROUPINCi OF PLANTS WITHIN THE INDIVIDUAL HYDROZONES (HICiH, MODERATE, LOW, VERY LOW OR SPECIAL LANDSCAPE AREAS) AND WHICH INDICATES THE SQUARE FOOTACiE AND IRRICiATION METHOD OF EACH AREA "I AMF /LIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRICiATION PLANS CONTAINED IN THE CITY LSB,,.,,?"Oo NDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE RECiULATIONS. I HAVE PREPARED P IN CO LIANCE WITH THOSE RECiULATIONS AND THE LANDSCAPE MANUAL I CERTIFY THAT THE LEMEN THOSE RECiULA TIONS TO PROVIDE EFFICIENT USE OF WATER." JULY 21, 2020 DATE ONLY SUBSURFACE IRRICiATION SHALL BE USED TO IRRICiATE ANY VECiETATION WITHIN TWENTY-FOUR INCHES OF AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESICiNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA SLOPES <i>:1 OR STEEPER REQUIRINCi EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOW/Ne; PLANTINCi STANDARDS: a. STANDARD 1 -COVER CROP/AND EROSION CONTROL MATT/Ne;: COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK CiERMINATINCi AND FA.ST COVERINCi CiRA.SSES, 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 qo% COVERACiE WITHIN THIRTY (30) DAYS. THE TYPE OF EROSION CONTROL MATTINCi 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 HEICiHT WHERE ADJACENT TO PUBLIC WALKS OR STREETS: WHEN PLANTINCi OCCURS BETWEEN AUCiUST 1S AND APRIL 1S, EROSION CONTROL MATTINCi SHALL BE REQUIRED. DURINCi THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR EROSION CONTROL MATTINCi MAY BE USED. ON SLOPES CiREATER THAN 3 FEET IN HEICiHT, EROSION CONTROL MATTINCi SHALL BE REQUIRED AND A COVER CROP SHALL NOT BE USED, UNLESS OTHERWISE APPROVED BY THE CITY. b. STANDARD #;>. -CiROUND COVER ONE HUNDRED (100?.) PERCENT OF THE AREA SHALL BE PLANTED WITH A CiROUND COVER KNOWN TO HAVE EXCELLENT SOIL BIND/Ne; CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERACiE WITHIN ONE YEAR). c. STANDARD #3 -LOW SHRUBS LOW SPREAD/Ne; WOODY SHRUBS (PLANTED FROM A MINIMUM OF 1-CiALLON CONTAINERS) SHALL COVER A MINIMUM OF SEVENTY (70%)-PERCENT OF THE SLOPE FACE (AT MATURE SIZE). d. STANDARD #4 -TREES AND/OR LARCiE-SHRUBS TREES AND/OR LARCiE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1-CiALLON CONTAINERS) SHALL BE INSTALLED AT A MINIMUM RATE OF ONE (1) PLANT PER TWO HUNDRED (200) SQUARE FEET. SLOPES -<i>:1 OR STEEPER AND: a. 3' OR LESS IN VERTICAL HEICiHT AND ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT A MINIMUM STANDARD #1 (COVER CROP OR EROSION CONTROL MATTINCi). b. 3' TO 8' IN VERTICAL HEICiHT REQUIRE STANDARDS #1 (EROSION CONTROL i~ATTINCi SHALL BE INSTALLED IN LIEU OF A COVER CROP), ,;;,_ AND #3. c. IN EXCESS OF 8' IN VERTICAL HEICiHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTINCi SHALL BE INSTALLED IN LIEU OF A COVER CROP),#;>., #3, AND #4. AREAS CiRADED FLATTER THAN <i>:1 REQUIRE A COVER CROP PER STANDARD #1 WITH TEMPORARY IRRICiATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWINCi CONDITIONS: a. SHEET CiRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN <i, MONTHS OF COMPLETION OF ROUCiH CiRADINCi. b. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. IDENTIFIED BY THE CITY AS HICiHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. H 4 2'-7" 5HADE 5TRUCfURE -FRONT ELEVATION "A" SHADE STRUCTURE SC'ALE: 3/1.6" = 1.1 0 11 FRONT ELEVATION .2.D'-3" l-4'-I&" SHADE STRUCfURE -SIDE ELEVATION 118 11 SHADE STRUCTURE SCALE: 3/:1-6 = 1.' 0 11 SIDE ELEVATION ELEVATION "8" CONSTRUCTION NOTES: l. CMU BLOCK FIRE WALL. 3' -2" HICiH WITTJ TILE VENEER PER OWNER AND LA. SELECT. FIRE TO VENT TO TI-IE REAR OF TI-IE FIRE WALL CiAS LINE INSTALLED PER CONTRACTORS APPROVED Crri PERMIT DRAWINCi DETAILS. 2. .12" X .12" STEEL FRAME MOUNTED IN FOOTINCi PER STRUCTIJRAL ENCilNEERS APPROVED DETAILS. STEEL BEAM TO BE WELDED AND BRACED INTO STEEL FRAME ROOF FRAME. 3. l2" X l2" SQUARE TUBE STEEL BEAM WELDED AND BRACED TO POST/COLUMN PER NOTE# 2. 4. l2"X l2" SQUARE TUBE STEEL BOX FRAME SHADE STRUCTIJRE. 5. WIDE SCREEN TV LOCATION AND FRAMED SCREEN WALL PER PER ELEVATION "A" AND "F" •· CMU BLOCK FIRE WALL OPENINCi Win-I COLOR FIRE QLASS PER OWNER SELECT. BACK WALL OF FIRE WALL TO BE VENEERED WITH HEAT RESISTANT TILE PER OWNER AND LA SELECT. 7 CMU BLOCK BAR COUNTER Wlrn TILE OR P.I.P. COLOR CONCRffi PER OWNER AND LA SELECT. 8 POUR IN PLACE CONCRffi OR, TILE BBQ COUNTER PER OWNER SELECT. ,. CUSTOM CABINETS, WOOD FRAME CONSTRUCTION, CUSTOM STAINLESS STEEL FACE WITTJ 7REATED D.F. HORIZONTAL WOOD PANELS STAINED SOFr LICiflT CiRAY COLOR PER OWNER CHOICE. lO. KAMADO TO BE HOOKED UP TO QAS LINE PER CONTRACTOR INSTALL H. l2V LICiHTINCi AT SHADE STRUCTIJRE. REFER TO SHEET L-4 l2V LIQHTINCi PLAN. 1-275 5.F. REFER T PLAN l'- ' 11C11 BIOFIL TRA TION SC'ALE: 3/1.6 = :1-1 -DETAIL O" 5 C: BIOFIL TRATION NOTES: J.. 2. 3. 4. 5. CMU BWCK RETAININa WALL SIT IN CONCRETE FOOTIN!,. :CS" SOIL MEDIA '50" aRAVEL BASE I .2" SOIL SPACINa UNDER DRAIN PIPE 5' MIN. / 5• MAX. H1. P.L. SCREEN WALL SLOPE Wl1H GRADE) ' H1 MAX. · ___ PODOCA~~S MACROPHYLLUS -----.!,ls~ ---PODOCARPUS MACROPHYLLUS ~~ ~m 'w.u 11T PL sc~ID 'f/.W. ~· 11111. / CM. HEAOJ0111TS .1.1 G~O\lMll ~ V£ 32" C.C. i.5 WE£PHOI.ES) -m ~~ ~~ "'" + + + • + + + + + + + <· + + + + .. + + + • + + + + + + + + + + + + + . + •· •· ... -+ + + + + + +-++-l-++ . + + ' ;. + + ... D\VERTER BOX FLOW CONTR 77 00 ,/GRAlT 275.92 INTERNAL WEIR PES ?75.67 INV. s·• ;6·· INLCT . ~75.67 !NV. 4" OU1 TO B P ~72.83 INV. 12" 10 S10R GE 272.83 lNV. 5" OUTLET eoo. i i I ---'---,---'-,-.l... __ I I I , ' I --:-, 4 5' MAX. EXPOSED · WALL w/ 18•• HT. RAILING PER LANDSCAPE PLANS. (HP.; Al PA110 EDGES) PODOCARPUS "'°''' r,1AP 2647 / CARLSBAD HBGHT LOT 24 (POR) ~ ~ PRELIMINARY PLANT LEGEND TREES (C) -C>J.JfORNI.I. N ... TI\IE I (D) ... LJSTrn ... s Um.£ OR NO WATER ONCE ESTABUSHED SYMBOL BOTANICAL NAME CCJ.IMON NAME SIZE COMMENTS/WATER USE __M WUCOI..S IV WATER USE; VERY LOW (\IL) 0.1/LOW (L) O.J/MEDIUt.l {M) 0.5/HIGH {H) 0.B ~ PALMS ® ~~,.g,~~~NNINQiAMl~2A:N~~>UI ~~~ :r :~ ~:~: !tl SUGGESTED LARGE STREET TREES PER CHAPTER 6 OF THE COMMUNITY FOREST MANAGEMENT PLAN lolAGNOLJA GRANDIF"LORA M"GNOLIA :36" BOX 20-25' HIGH AND WIDE (L} LAGERSTROEMIA IN!llCA CR.O.FE Ml'l<n.E 36" SOX MULTI lRUNK SPECIMEN 25-30' HIGH ANO WIOE. (L) CINNAMOMUM CAMPHCIRA QUERCUS ACRIFOLJA CAMPHOR TREE CO...ST Li\<£ OAK 36" SOX MULTI TRUNK SPECIMEN 2S,...30" HIGH AND WIDE. (L) 36" BOX MULTI TRUNK SPECIMEN 25-30' HIGH AND WIOE. (L) OSUGGESTEO GARDEN TREES CUPRE:SSUS SIMPERVIRENS !.IAGNOUA GRANOIFLORA L.ACERSTROEMIA INDICA ITf,LlAN CYPRESS 24" Bo• SOUlHERN MAGNOU ... TREE 24" BOX CRAPE 1,nRn.E 24" BOX SPIRAL SPECIMEN MULTI SPECIMEN MULTI SPECIMEN IIULTI-TRUNK !.IULTI-TRI.INK (W (CJ (CJ (CJ cw PARKIN SONIA PALO \IERDE 24" BOX 0 TieomA,ec SUGGESTED ACCENT GARDEN JACARANDA IIIMOSIFOLJA KOEl.REUFERIA BIPINN-'TA L.ALIRUS NOBIUS llPU TREE 24" BOX TREES JACARANDA 24" BOX CHINES£ fl.AME TREE 24" BOX MULTI 5f'ECUl4EN MULTI-TRUNK IIULTI-TRUNK (CJ (LJ (CJ SWEET BAY 24" BOX NOTES: 1. 1REES ARE TO BE PLANTED WITH A MlNIUM Of 5" AND A MAlOUM OF 25' FROM HOOSE. 2. A MIN OF .3' FROM TI-IE PROPERTI' W/\1.L J. AU. TREES TO BE PLANTED WITH ROOT BARRIERS (TYP.), 4. A MIN 10' SPACING BET'li£EN TREES 5. A lot!Nll,IUM 7 FROM S£llta! UNES 6. IN ARE-'S THAT DO NOT CONl'lJCT Will-I PUBLIC UlllJllES 7. OOTSIOE OF SIT DISTANCE AREAS 8. WITHIN THE STREET R.0.W. 0 LARGE SHRUBS (C) -CALIFORNIA NAll\<£ I (0) -USTEll ... s Um.£ OR NO WATER ONCE ESTABLISHED SYMBOL BOTANICAL NAME CCI.IMON NAME SIZE COMMENTS/WATER USE 'M.lca..s IV WA"TER USE:\IERY LOW (Vi..) 0.1/LOW (L) O.J/MEDIUM (M) 0.5/HIGH (H) 0.8 CARPENlERIA CALJFORNICA BUSH ANEMONE 15 GAi. AS SH0\11-1 (l1 CEANOTHUS "CONCHA" WILD LILAC 15 GAi. AS SI-IOWN (L) CEANOTHUS G.E. 'EMILY BROWN M1..0 UL.AC 5 GAL 6' 0C (l) SENECIO GR£YI 'SUNSHINE" POOOCARPUS lolACROPHYL.UJS H'r"BISCUS SPP. POOOCARPUS.AK1',PLUM PINE 15 GAL YELi.OW HYBISCUS OU;,,/\NTA SPP \IERIGATEO LEAF OURANTA 5 GAL 15 GAL TECOMARIA ST/\NS Y[LJ.OW TECOMARJA STANS YELLOW 5 GAL PITTOSPORUM SPP MARGERY CHANNOO 15 GAL ...S SHO'M<l ...S SHOWN AS SHO'M<l AS SHO\liN AS SHO\\N (CJ (CJ (CJ /CJ (CJ (C) @ MEDIUM SHRUBS(c) -CALIFORNIA MA-n'-1': I (Ol • usTED ...sum.£ OR NO WATER ONCE ESTA8USHED SYMBOL BOTANICAL NAME COMMON NAME SIZE COMMDl"r.>/WATER USE EB 'MJCOI..S IV WAl"ER USE:\IERY LOW (\IL) 0.1/LCW (L) O.J/MEDIUM (M) 0.5/HIGH (I,) 0.8 CARPENTERIA CALJFORNICA BUSH ANEMONE 15 GAL AS 51-!0WN (L) CEANOTHUS "CONCHA" "MLD UL.AC CEANOTHUS G.E. "EMILY BROWN "MLD UL.AC SENEQO GREYI '::..JNSHINE" NCN AGAVE VILMORINIANA OCTOPUS AGAVE CRASSUL.A ARGENTEA JADE PLANT ISOTOMA BLUE STAR BLUE STAR PLANT EREMPHIUA HYGRQPMANA BLUE BELLS CHRYSCllNA t.lEXICANNA OAMIANITA DAISY CISTUS SPP. ROCK ROS£ PINK CISTUS PIJRPIJREUS ORCHID ROCKROSE ce,,.NDTHUS C.E. 'EMILY BROIIN WILD UL.AC CEANOTHUS 'CONCHA" WILD UL.AC .I.INIPERUS SPP OWAAF lWISlED .I.INIPER 1 GAL 15 GAL HAC ,= HAC HAC ' = "'" ' = 15 CAL 15 G/\1. AS SHOWN (L) 6' OC (L) 4· OC (L) AS SHOWN (L) AS SHO'Ml (L) AS SHOWN (L) "S SHOWN (L) AS SHO'MI (L) AS SHO'Ml {L) 4" oc (L) 6' oc AS SHO'MI (L) (C) SMALL SHRUBS (C) -CAJ.JFORNIA NAllVE I (DJ -USTtO AS UTILE OR NO WATER ONCE ESTABLISHED SYMBOL BOTANICAL NAME CCJ.IMON NAME SIZE COMMENTS/WA1ER USE WUCOI..S IV WATER USE:VER'f LOW (VI..) 0.1j[ow (L) 0 • .3/MEDIUM (M) 0.5/HIGH (H) 0.8 CARPENTERIA CIWFORNICA l:IUSH ANEMONE S GAL AS SHO'IIN (L) CE.'INOTHUS 'CONCHA' YllLD LILAC 5 CAL CEANOTHUS C.E. "EMILY BRO'IIN WILD ULAC 5 GAL S<:NECIO GREYI "SIJNSHINf" NCH 5 GAL ERIOGONUM CRocATUM SAffROO BUCKlllt!EAT 5 GAL HESPERALOE PARVIFLOOA NCH 5 GAL PHQ;:MIUM 'BRONZE BABY' FLAX 5 GAL PHORMIUM "PINK STRIPE" Fl.AX S GAL PHffiMIUM '"MLDWOCO' Fl.AX 5 GAL CAREX "FROSTY CURLS' NCN 5 GAL El.YMUS AAENARIUS 'CL.ALJCUs' LYME GRASS 5 GAL F'ESTUCA CINEREA BLLJE FESCUE 5 GAL IIISCANTHUS STRICTUS MAIDEN GRASS 5 GAL STIPA lENNUISIM1' MEXICAN FEATHER GRASS S GAL LA\<£NDULA SPP. FRENCI-I l.AIOIDER 5 GAL CAIJSTEMON SPP "UTILE JOHN" 5 CAL VITEX TRIFOLJA PLIRPUREA ARAEIAN LILAC 5 GAL 306.00 ,w 300.67 FG ~ x,Jt~"""- AS SHO'IIN (L) 6" DC (L) 4" 0C (L) 18" DC (L} ...S SHOWN (l) ...S SHOWN (L) ...S SHO'IIN {L) ...S SHO'IIN (L) 1' 0C (L) :r DC {L) 1' 0C (L) AS SHOWN {L) .3' 0C {L) AS SI-IOWN {L) 24" 0.C. (L) 24" c.c. {L) i! -1,j,,,--~,.,1.al,,l,j,.U.L-~i: ~ .,;.;:~;,;:.. ......-r.T" 13fD~OM 300.a ,302 2 !NV. 4" SEWER LA1ERAL; CONTRACTOR 10 FIELD y[RltY SEWER lA TERAL DEPTH. AT p .L (ON-Sl1E SEWER SEP11C SYS1EM IS N01 IN USE) (XIS1. NEIGHBOR WALL 10 REMAIN; PR01EC1 IN PLACE. LECiAL-DESCRIPTION: LOT 4, AS SHOWN ON THAT CERTAIN MAP ENTITLED ''TRACK NO. 308S7-4" WHICH MAP WAS FIL-ED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA ON SEPTEMBER Qq, .201-1-, IN BLOCK 43S OF MAPS PACiES <i, THROUCiH 1-4 APN: :.zq4-070-031- SHEET INDEX L-1-.0 CONCEPTUAL-LANDSCAPE PLAN L--:.2.0 DRIP IRRICiATION/ 1-2V LICiHTINCil PLANTINCi MATERIALS AND DETAIL SPECIFICATIONS DRAINACiE NOTES; PAVED AREAS MUST BE SLOPED AT 1-o/. MIN. AND UNPAVED AREAS MUST BE SLOPED AT LEAST :.2% MIN. 4" MIN DRAIN LINES W/ PVC SDR SCH 40 ALL DRAINACiE COLLECTED AND CONVEYED TO THE FRONT THRU CURB CORE. ALL DRAINS TO DRAIN AT 1-/:.2% MIN WITH 1-% PREFERED. ALL CiRADES IN PLANT BEDS MUST BE HELD A MIN OF b " BELOW TOP OF ADJACENT FINISH FLR AND 4" BELOW ADJ. METAL HOUSE SCREED. ALL PLANT BED CiRADES ADJACENT TO EXIST/Ne; WALLS AND FENCES ARE NOT TO BE CHANCiED, ALL PLANT BEDS AND PAVINCi ARE TO SLOPE AND DRAIN AWAY FROM HOUSE. UTILIZE DOMED CiRATES ON CATCH BASINS IN PLANT BEDS. DURINCi THE INSTALLATION PROCESS, FOL.LOW THE DRAINACiE CiUIDESLINE' SAL\IIA SPP. 'M-IOLLY BWE CURLS 5 GAL AS SHOl'IN {L) LJMONILJM LATIFWUM SEA LA\0/DER 5 GAL AS SHO~ (L) ANIGOZANTHOS KANGAROOS PAW (YELLOW ANO RED MIX) 5 GAL AS SHOIIN (L) WESTRINGIA Wl'NABBLE SPP. AGAPANTHUS sPP BLUE GEM COAST ROSDIARY 5 GAL AS SHO'IIN (L) STQ;:M CLOUD 5 CAL AS SH0\11-1 (L) ~BIO-FILTER MOISTURE TOLERANT PLANTS ~ BOTANICAL NAME COMMON NAME SIZE CCJ.IMENTS/WATER USE WUCOLS IV WATER USE:vtRY LOW (..,__) 0.1/LOW (L) 0.3/MEDIUM (M) 0.5/HIGH (H) ACHILLEA MllilFOUUM YARROW 5 GAi. AS SHOWN (L) CARREX PRAEGRACIWS CALIFORNIA FIELD smGE 5 GAL AS SHOWN (L) .PJNCUS PAlENS CALJF"ORNIA GRAY BUSH 5 GAL ...S SHOWN (L) !.ruHELENBURGIA RIGENS DEER GRASS 5 GAL AS SHOWN (L) RISES S"ECIOSUM FUSKIA FLOWERING GOOSE 5 GAL AS SHOWN (L) GROUND COVERS BOTANICAL NAME COMMON NAME SIZE CCJ.IMENTS/WATER USE 'M.JCOLS IV WA1ER USE:\IERY LOW ('4.) 0.1,,1..0W (L) O.J/MEDILJM (M) 0.5/1-UGH (H) ARCTCSTAPHYI.OS E. 'CARMEL SUR" MANZANITA 5 GAL 4' OC 1-2" HIGH 3" 'MOE (L) DUCHESNE>. INOICA MOCK STRA\\SERRY 1 GAL 1" OC 4" HIGH 1 WIDE (L) BOUGAIN\IIUA .SAN OIEGO RED' BOUGAINw..LA LNffANA SPP. TRAllJMG LANTANA 4' O.C. 2' HI~ 5' WIDE (L) J' 0.C. t,S' HIGH l" WIOE (L) VINES (C) • CALIFORNIA NATI\/E I (D) -USlED ...S Um.£ OR NO WATER ONCE ESTABLISHED S'l'MBOL BOTANICAL NAME COMt.iON NAME SIZE COMMENTS/WATER USE WJCOLS IV WATER uSE:\bv LOW ('d..) o.i)[ow (L) 0.3/MEDluM (M) 0.5/HIGH (H} &_ O!SilCllS BUCCINATORIA BLOOD-RED TRUMPET 15 GAL AS SHOWN (L) ft GUSEMIUM SEMPER\IIRENS CAROLINA ..ESSAl,UNE 1!i GAL AS SI-IO'WN (M) &. i--lAROENBERGIA V. "HAPPY WANDER£R" LILAC \IINE 15 GAL AS 51-jQIIN (L) & LONCERA JAPONICA "f'tJRPUREA" HONEYSUCKLE 15 GAL AS SHOWN {M) --~~--- "ARTIFICIAL TURF BLOCK OR OTHER MATERIAL APPROVED BY THE PLANNIN(; DIVIS/ON SHALL BE INSTALLED IN THE FRONT YARD SETBACK TO COMPLY WITH CMC SECTION 2:J..44.0W.A.4. THE FINAL DESl(;N WILL BE APPROVED WITH THE FINAL LANDSCAPE PLAN PRIOR TO (;RADIN(; PERMIT ISSUANCE". \II II \ II AWCU1 LIN~ (REMO c._\ ASPHAL1 B~EEN E OADWAY Ai D R.0. EX. E OF LINE) 'v V 'v "'"' vvv V(,V V V V • V V V I \1 1 \ \ SPHALI l I XIS11NG EDqE t PAVEMEN\ I Y' ro 0 <l'. 0 Cl:'. w z __..J >--~ (/) SAWCU F(ATH EXIS11 (S1RE w PAV/Nli MATER/A!.$: 1. G"THICK CONCRETF. DRIVE WITH H REBAR AT l-1?" 0.C. SCORE LINES 'BAND/NC? PER V CAST fN PLACE CONCRETE srEPS "ARTIFICIAL TURF BLOCK OR OTHER MATERfAL APPROVED BY THE PlANNIN(i DIVISION SHALL BE /N~ALLED fN THE FRONT YARD SETBACK TO COMPLY WITH Cfv!C SEcnON 2J..44.0WA4-. Tl-IE AL DESlliN WIU. SE APPROVED Wm-I THE FINAL LA.NDSCAPE PLAN PRfOR TO ~AADIN(i P Rfv!IT rSSUANCE" 3. 4" REBAR AT 1.8" O,C. 4. PAVERS SIT ON CONCRffi BASE. TILES PER INTERIOR DESfliNER S. ltrrERLOCK/Nlj PAVER$ SET ON ROADBASE AND SAND 6. 4" THICK CONCRETE SPORT COURT. 7. DECOMPOSED ACiliRHiATE COMPACTED. AREA DESICiNATED FOR RAISED VECjETABLE 8EPS. JOIN & AT EDGE OF ASPHAU tLOWLINE) ABANDON (XIS1. WA1ER SERVICE GRADlt~G LIMITS 'I ii r LANDSCAPE PLAN I NG ,DESIGN 31-1-3:.2 CAL.LE ENTRADERO SAN JUAN CAPISTRANO CAIF. q:.z~75 EMAIL: TED@ENV5.NET q4q_ 74:.2.0658 ~ * (RENEWAL DATE) OJ* ui.,.... ,z -1")'(' DAE er: OF CAL\'< The dmw;ngs oM tho d"""I"• ;dect!! ond feotures o! construcUon depided herln o"' the exclusive pmperty ol Envimnmenl F"rY! ,\o,oc;ofe,. Inc. >II common copy ond property right. are expre .. ly reserved. Thoy ore nal to be ,wood, copied. reproduced. or .....:1 for ar.y p,..,.,.., nor on, tho)-to tie <=igr,ed lo a !h;,t porly with,ut e,p,..,ed .. raten con.,ril In Uie =n\ of ony ~notrlhorind use of these plo,,o b)' o lhir<l p,,rty. tt,e tt,;r,i p,,rty .tioll hold Err,;mnmenl F"• .Ir k,,0<;:i..te-,, Ir,; hormle'Js. o\11 right ._. ... od. co 0 0 N 0\ <( -z c::: 0 LL -_J <( u _J ~ ...... ~ ca :::, Cf) I w 0::: z :5 Q. w Q. <( u Cf) 0 z <( _J _J <( :::, 5: w u z 0 u SAREM RESIDENCE project number 07/2:J..I 2020 date PER PLAN sea le TH design by THILD drawn by checked by revisions no. date description £ CHANCiES PER CrrY REVIEW 7-10-2020 & PRELrM LANDSCP PL.AN 7-21--2020 ~ q-q-zo;w ADDITIONAL TURF ~ BWlk Ai DRIVEWAr NOif Sheet Number L-1.0 Of 3 Sheets wz t 2 .. 3 4 5 l FG Hl'lADTVPE ,SQ~Fr,., QfflPt,H ... .. . SHB . BUBF.i.!;' TF!EES . mo.FILTAA~ ~ . 8l!IU!LE TREES II . <iltil I PREQ:Jllff.A'flON IFIAl\.if ... U. !INCHES} D 8./l(J'l sa.n . . 201 SO.FT. fn' $0, l'i,,. 0 &a,.rl. . . 0 I SO, FT ~ 0 SQ...FT_ II Sil. FT. ii.lillf I.ID. FT. . IRHIGA110N i;fri!CleNC:Y nm l'!lal,DTYl'E -~ .. ' 5::t -~ ' Dfl[!'ILIIIE RQTOOV NOZ. , RQT0,€1 IJAtGRO Sf:'~Y ' SlF,l;'Nlll N0Z.. Hi,m . sFRHm .. H~l!ll 277.42 TW rs 274.92 FG LOT30 . ' ' ' ~ '%, 0..71 Ml . Ml1 i[Ji.~ (1.75 0.1i IJ.73 (1.73, 0,71 ' i ~~ ..., ..., ~ ?" ~m ..., ..., ~~ C,"' . ., ~ . '5~!'% -,4;;?.~\ . 6 .,011:1 •·2]'· .• . . Sarem Residsnce WA1't:R ,MANAGEMENT PLAN IIODIUJI ANNUAL WATER AI.LOWANGE (IIA:WA) WWA,. {ETo x!I.::' ;i,U.:r .112) ETCI• ,Q.()00 !f:Awu .. Ef~rkt JC D;'x Dcfil!' IE KL,. KS, x K4 iC Kuc MVD:Ra,mNE 11 p N Kd KIIR:; ·.:oo BUBBLe TH E~e: 'KS (J,50 ~ . 1.00 -. KMfl 1,00 !:i'IDRo· · · .. .:rfON l<L "' i,:,;K;;;;;;"S--...---1--_..;;o·;.;.1 a::.f Ki1 (J.50 Iu«;: ltSO SPSCIAl LANDSCAPE AAEA MAW.A• 1ET0 •Ji,.?.-t..11 ~ ~ Efn • 11-t.OO IETAI' ~ EPECJ-"b !JI 1 !l Eto Kl. lA Cf _, IE EfD I<!. LA CF IE Ett, KL LA .CF . IE CF 44.0!'.JQ 0.15 S.3117 '0.62 0.81 44.000. 0.5 2'07 0.52 ··-" 0..81 .U,OC!D 0.02..S i71 0.62 om 0112 0 G.A1. 'YFt. 74;!! ll.OIJ CF Ok.Ja/Fl J GALMR. ,..l -1-491-. --1 ' I illtOlffiiL'f 1'!1!0'1"5 Em!D.:Y BOl\iO. .JilN llJ'.l6 1 :8$ FEB 11.o1, . 1116 w.A: Q.11'' 3,,n . ;Ii.PP, . ll.1 Si 4.5 .. . . MAY IJ,11 5.27 ' JliN o.,-a S.7 JUL °'1e' !ill9 AUG o.,.18 !>.GS si:\P I ii 0.15 ,U,i . OCT ' !).IJ 3.,11 NO'J 0.00 :CA 01:a ll.00 1.86 . TOTM. MJ(IJliL J;Tq 44 I . ~ FACTQ!lS !Pl'l I YI;~ l,T)O!\I l'IGli ,t,,fEOIIJLI . lil'EES 0JJ 050 I l;H~ 1),.3 11,5:(i GROUWD COVER llJI Qllill . . .. f.lOO:l:'.I O.tl llJlcl . ~. o.s ll.a . D.ENSITY' FAeirCiflS ri(ffl: VEGETATK»l HIGH J.d!i'Xl:R l'REE'S I,:! 1.00 SH~ 1,, 1.00 . IJROONOOOIIER LI I 1.00 '-ID:EO 1.3 . 1,~ taRASS ' LOO .. llta'l'DCLMATil:IFACTORS(KEI, ~,Ill , . TA "'"' ' I~· i.00 :S-'iRWS l ,ll t:.00 . . . GROl.ltiti r.l'Nffi 1,lt .. 1.00 ~ l.4 . I.ID ' 1,2 l.00 .. . L,OW' ll.2,] ' 0.30 . O.al II.ID 0,11 U'.ljl{ l),.Sij ti.SIi tl,50 (I.I.a 0 . .00 l<1i • '!I.'! r , if\~ I Wli,O ltiMl D.fi!I l;!Y08020N E fl Cl . ,KS o.SO'i i:10 ·44.000 i<,r 1.00 KL as· J<MC ~ 1.00 LA a OF 0.62 . .. . H; Q.81 HVDB020HE i:5 a• 1J'IBl~E T.BEES !KL "' . . ICS 'I.LOW 1),1 D.1 !},1 0 .. 1 c.e, KS. K" :,l<Mc - €AWL! B;:i Ol'I' LA PF W.WA r"JI. 0.62 JE . ll.2!1 Etc 44.000 Mn Kl. o. i 1.00 LA a CF 0.62 '!E O.Tl GALJYR ......... -.----.I -~~-GALJYR. SUB TOT AL EAWU 45,,601 GALJYFL LESS IIAWU AS DETE:RMINEO A_BQ\fE:: 130.,400 GALJYR. lOTAL (MAWA • EA.WU), SAVINGSI &1;799 I ~~ l!g,.IJ.i Wail,-. ... b.@ Aml!r-illl~Pgpr.adQn 1'1mcbe,s ~ 'l'illllJ €v~trloo M.dj~ii<!,1 Fa.::l<l< llaTAf) ~ #lie. tn f,[j. 1l f't!III FJ!eijjl WJQMIJM NO!UAL. WAID'-1 l'UOWANCE H'(.tmll;llt& i!/'!,11 (.J(!l,l;i!lt ta~) C~ Fadar (Cf} In i'lllill1 ilil~ _ (FOR) , OT 25 (PORJ LOTb - ' L 45' MAX. EXPOSED HT· WA" W/ 18" HT. RAILING p,!i'" LANDSCAPE PLANS, (TIP.; AT PATIO EDGES) 5, MIN. / 6' MAX. HT. ...~ P.L SCREEN WALL' o,<:> ~c, (SLOPE WITH GRAD.) h · o,<> '(:' S)· ~ 0, MIN , / 5' MAX. HT. / f,L. SCRErn WALL (SLOPE WITH GRADE) So1 .?99 ·Oo I ·1,? !Jr / 5• MIN. / 6' MAX. ~ /'G' I r P.L scR£.rn w~LV '-.:..,' / SLOP£ wrrn G D I !:J □CJ I MAP 2547 / CARLSBAD HEIGHT LOT 24 (pOR) ")''{h•.; R<X:>.1 ~ ""·"°'"'"' ---....-,.,-- I . >l ' 7, = ~ I • r .1tSP~A J~· \ .·. . I I " 1 \ I r ~ i..t" ! "' ' ·~ r· ~. : . ·'J>·,.9 i . •. ~ ,,..._. I/:~.>. ' ,9 5'@5% 5'@1 1% .. ~.--,. ·'1 . I ' 9'@18% ' 2 \NV 4" SEWER LATERAL; ;i~~RACTOR TO FIELD VE_RIFY SEWER LATERAL DEPTH A! P.L (ON-SITE SEWER S[PT!C SYSTEM IS NOT IN USE) L CONCEPTUAL WATER CONSERVATION PLAN SCALE: 1."=1.0' -x1sT NEIGHBOR W•LL TO _/ ~tw.iN; PROTECT IS PLACE. GRADING LIMITS LECiAL DESCRIPTION: LOT 4, AS SHOWN ON THAT CERTAIN MAP ENTITLED 'TRACI<. NO. 30857-4" WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA ON SEPTEMBER oq , .20:l:l, IN BLOCK. 435 OF MAPS PACiES 6 THROUCiH :14 APN: :zq4-070-03:l SHEET INDEX L-:1.0 CONCEPTUAL LANDSCAPE PLAN L-2.0 DRIP /RRICiAT/ON/ :l2V L/CiHTINCil PLANT/NCi MATERIALS AND DETAIL SPECIFICATIONS DRAINACiE NOTES; PAVED AREAS MUST BE SLOPED AT :1% MIN. AND UNPAVED AREAS MUST BE SLOPED AT LEAST 2% MIN . 4" MIN DRAIN LINES WI PVC SDR SCH 40 ALL DRA/NACiE COLLECTED AND CONVEYED TO THE FRONT THRU CURB CORE. ALL DRAINS TO DRAIN AT :L/2% MIN WITH :1% PREFERED . ALL CiRADES IN PLANT BEDS MUST BE HELD A MIN OF 6 " BELOW TOP OF ADJACENT FIN/SH FLR AND 4" BELOW ADJ. METAL HOUSE SCREED. ALL PLANT BED CiRADES ADJACENT TO EX/ST/NCi WALLS AND FENCES ARE NOT TO BE CHANCiED, ALL PLANT BEDS AND PAVINCi ARE TO SLOPE AND DRAIN AWAY FROM HOUSE WATER CONSERVATION PLAN NOTES: ONCE WE HAVE A SPECIFIC PLANT/NCi PLAN, AND A SPECIFIC IRR/CiATION PLAN IN THE CONSTRUCT/ON PLAN PHASE, WE WILL THEN HAVE UPDATED AND SPECIFIC HYDROZONE CALCULATIONS. BUT FOR NOW, WE ARE AS ACCURATE AS POSSIBLE PERTAININCi TO THIS PRELIMINARY PLANTINCi PLAN. ALL /RR/CiAT/ON WATER WILL BE POTABLE WATER q5% OF PLANT MATERIALS PROPOSED WITH BE LOW WATER DROUCiHT TOLERANT PLANT MATER/AL. PLANT MATERIALS CHOSEN FOR THE B/OF/L TER DRAIN SYSTEM ARE PLANT MATERIALS CHOSEN PER BMP AND CITY APPROVED PLANTS PER APPENDIX E .. LANDSCAPE PLANTINCi PLANS INCORPORATINCi MORE SUCCULENT AND DROUCiHT TOLERANT PLANT MATERIALS. DRIP IRRICiATION SYSTEM CHOSEN FOR THE OPT/MUM WATER/NCi SYSTEM TO CONSERVE WATER ORCiANIC MULCH AND TOPS SO/LS IN ALL PLANTINCi BEDS TO FURTHER CONSERVE WATER RAIN SENSOR I MOISTURE SENSORS PROPOSED FOR IRRICiATION SYSTEM TO AUTOMATICALLY SHUT OFF DURINCi RAIN CYCLES. THE PLAN SHALL PROV/DE THAT ONLY SUBSURFACE /RRICiATION SHALL BE USED TO IRRICiATE ANY VECiETATION WITHIN TWENTY-FOUR INCHES OF AN 1/vlPER/vlEABLE SURFACE UNLESS THE ADJACENT 1/vlPER/vlEABLE SURFACES ARE DESICiNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENT/RELY INTO A LANDSCAPED AREA PLAN PROPOSES PER/vlEABLE PAVERS THROUCiHOUT . . . . . I . I . . I ·. . .· .· . I . . . ·: .. · 1 '€, ~ H~ C 0 ~ 0 0"', i 0 ; I i , I I\ I \ \ ~ a. 0 2:, 1/) "ro w ABANDON EXIST· Wl>.TER SERVICE LANDSCAPE PLANING DESIGN 3:l:l32 CA!.LE ENTRADERO SAN JUAN CAPISTRANO CA/F. q2675 EMAIL: TED@ENV5.NET q4q, 742. 0658 The drawing, end \he d""ign, ide,cs ond l~atures of construction depOCted herin ao: the cxclu:,ive property of Er,,,iranrnon\ Five Associates, Inc. All comrro:in copy ond prop!!rty rights are •"P"'""ly raoer,ud, They a"' not to be n,~-.ed. copied. reproduced, or us,,d for ony purp,,ss, n~r ore they to t,e ,:s,;;gr,e,:! to a tii,c porty ,ri\hcut •~pressed ,..ritt.,., co0$Cnl. In th< =I of ony unoulhori>ed use cf th= plons by o third party, the third party •h<III hold ErMranment '""' k ""social .. , Inc hormlo;, All right reserved . / ' 00 0 z 0 N <t: en _J <( Q_ 1---1 z z a:'. 0 0 LL 1--1 1---1 r-...J <( <t: u > .. a::'. 0 <( w co (/) (/) z ...J w a:'. 0 u <( u zU ~ wo 0 c3 w ~ 1--1 a:'. V) w Wz $ a::'. 1---1 ...J ~~ w (/) . ~ I.fl <t: 0 0 (/) v SARE/1-1 RESIDENCE project number 07 /2:J..I 2020 date PER PLAN sea le TH design by TH/LP drawn by checked by revisions no. date descri~tion D CHAN4ES PER CrrY REVIEW 7-1.0-20:w D PRELIM LANDSCP PLAN 7 -2.1.-2020 6 6 6 6 6 6 Sheet Number L-2.0 O f 3 Sheet s ' IRRIGATION NOTES AND DETAILS IRRIGATION SPECIFJCA TIO NS PART 1 -GENERAL 1.01 SCOPE A. FURNISH LABOR, WATERIALS, E:QIJIPMOO, 1ESTS, WATER CONNECllONS, l~Sf'ECllONS, APPROVALS AND Cl.EANUP TO COMPLEIE PUKTING WORK /1,S INDICA lED ANO Sl'EOAEI). 1.02 GENERAL CONDITIONS: A, TI-IE IRRIGATION DESIGN AS INOICAlID ON THE DRJII\INGS IS DtAGRAMMATIC. SCALED DIMENsiOHS MI. APPROXIMAlE. BEFORE PROCEEDING 'MlH WORK, QfECK AND \'ERIFY SITE DIMENSIONS. B. DO NOT INSTALL 1HE tRRIGAllON SYSTEM \\1--IEN IJNKNO~ OBS1RUC110NS, G.ADE DIFFERENCES OR DISCREPANCIES WHERE ARE,', DlMENSIONS EXIST. IMMEDIAlELY BRING DISCREPANCIES TO THE ATIDrnON OF THE OWNER'S REPRESENTATIVE, AND NOTIFY IN \IRl11NG »E LANDSCAPE ARCHITECT. IF NOTIFICATION IS NOT PERFUlMED, lHE CONTRACTOR SHALL ASSUME RESPCNSIBIL.ITT FOR AU. NEOCSSARY REVISIONS. C. COORDINATE INSTALL.AllON Of IRRIGATION WORK TO AVOID CONFUCTS wm; PLAN11NG, UTILITIES, ENGINEERING AND ARl:JIITECTI.JRAL FEAlURES. D. PROTECT EXISTING CR NEW BUH.DINGS, WM.KS, PlANTifl!G, WALLS ANO OTHER PROl'ERTY FROM DAMAGE. Fl.AR£ AND BARRICADE OPEN lRENCHES. E. PROlECT NSTJ.UED CONlRACT WORK AND WCfll( OF OlHERS. CONlRACTM SHALL REPLACE OR REPAIR OAMAOC TO GRADING, sat. PREPARATION, SEEDING, SODDING, AND PLANTING DURING WOOi( ASSOCIAlED 'MlH lHE tNST,"LlJ,TJON OF IRRIGATICN S'fS1EM AT NO ADDITIONAL COST TC lHE OWNER. F. APPLY AND PAY FOR NECESSARY PERMllS AND FEES REQUIRED IN PlJRSUIT OF WORK AS REQUIRED BY oovmNING CODES. G. LOCAL MIX'IICIPAL AHO STATE LAWS. RULES AND REQJLATIONS G0'.1:'.RN.NG OR RELATING TO A POR110N OF TI-llS ¥,!)RI{ ARE HEREBY tu.DE A PART Or THESE SPEaFICA.TIONS. H. KEEP PF<EMISES CtEAN AND FREE OF EXCE'SS EQUIPMENT, MAl'ERJALS AND RUBSISH INCIDENTAL TO ll'ORK DURING CONSTRUCTION AND MAINIDlANCE PERIOD. BR<Ja,I ClEAN AU. PA\.-ED AREAS, NOTE ALL FlNISH GRADES BEFORE COMWENCING \'iORK. RESTORE FJNISH GRADES (}!ANGEi) DURING COORS£ Of THIS WCRK TO ORIGINAL OR llfJENDEIJ CONTOURS 'MlERE PRAC11CA81..E. I.OJ SUBMITTAL; A. RECORD DRAWNGS: 1. REPROOUCE ONE SET OF THE DRAMNGS ON DIAZO M'ltARS OF 1HE ORIGINAL IRRIGA'IION DESIGN- FRO,( O'MER AND RECORD WORK AS AClllALLY !NSTAL.LED". 2. MAfCE CHANGrS TIJ DIAZO MYI.ARS IN INK {NO BAl..l.PaNT PEN). 3. MAINTAIN RECORD DRAWINGS ON SITE. ORAIIINGS SHAU. BE BROUGHT UP TO DATE l'EEKLY. A. 1U1N O'wER RECORD DRA'MNGS TO 11-IE OWNER's REPRESENTATIVE BE!UlE 11fE END OF THE: SPECJFlED MAINlENANCE PERIOD. B. DIMENSION FROM. 1WO PERMANENT POINlS OF REFERENCE (BUllDINGS, MOHUMENlS, PAVEMEMlS. CURBS. ETC.): 1. CONNECTIONS 1U £XISTING WAlffi lJNES. 2. GATE, QUICK COUPUNG ~D SPRINKLER Cl>llR-Ot VALVES. 3. ROUlJHG OF SPRINKl.ER PRESSURE UMES. 4. ROUTING OF El.EClRICAL WIRING. a CONlROLL.ER CHARlS: 1. &JBMIT RECORD DRAWINGS WlH CHANGES TO THE Ol'mER's REPRESENTATIVE BEFORE THE CHARTS AR£ PREPARED. 2. REDUCE RECORD ORA'MNGS TO AT INSIDE CONlROLl.E.R DOOR. REPROOOCE AS A BLAOOJNE. PRINT AND COLOR COOE AREA OF C0',1;RAGE FOR EACH STATION. 3. SEAL CHART BEl'flEEN T'Kl PIECES Of 10 MIL PLASTIC. 4-. PROVIDE ONE CHART FOR EACH CONTROLl£R SIOWING THE AREA COVERED BY THAT CONlROl.LER. l.04-GUARANlEE: A. lHE SITE SPRINKLER sYSIO,I, INCWDING ALL WORI< DONE UNDER 'THE CCNlRACT, SHALL BE GUARANTEED IN llfllTING TO lH£ OMIER AS TO MATERIAL. AND WORICMANSHIP. THIS IS TO INCWDE SETI\..lNG OF BACKfTIJ..ED AREAS eaow GRACE FOR A PERIOD OF ~E YEAR FOU.OWlNG THE SPECIAED MAINlfJ.IANCE" PERIOD ENDING DAlE. THIS DATE SHAU. BE DETERMINED BY lHE o\\NER's REPRESENTA11VE AF'IER RE',ffW OF THE SPEaFIED IRRIGATION llCflK. IF DAW.GE TO lHE IRRIGATION S'l'STEM AND sm:: OCCURS OU£ lO FAULTY MAlERIAI..S OR WORKMANSHIP, IMMEDIAID.Y REPAIR DAMAGE AT NO COST TO OWNER. PART 2 -PROOUClS 2.01 GUARANTEE; A. PROVIDE NEW MAlIRIALS AND EOOIPMENT OF 8£ST RECOMMENDED QUAI.JlY OBTAJNAalE, WHICH CCWPLY WITH DRAlllNGS ANO SPECIFICATIONS. 8. NO SUBSTl1\J110N Of SPECFIEO MATERIAL OR EQUIPMENT SHAU. BE MADE WITHOOT RE\'JDJ BY RICHARD PRICE Am) ASSOCIAlES. 2.02 IRRIGATION EQlllPMENT; A. INCLUDES, BUT IS HOT lJMllED 10,. QUJCK COUPLING VAL'IES, HOSE BlBBS, CGITROL VALVES, Cl-ECK VALVES, GATE VAL\"ES, BAM'l.OW PREVENTION UNIT, AUTOMATIC CONlROl..LER(S) AND IRRIGATION HEADS. l'l'PE, SIZE AND PERFCRMANCE 9'ECIAED IN THE I..EGfND. 2.03 PLASTIC PIPE AND AT11NGS: A. PRESSURE LINES. S(LV[NT Yl£'\..DEIJ TYPE, PVC Cl.ASS 315 2¼ INCHES AND LARGER, SOL~ WELDED TYPE PVC SCH 40 FOR 2 INQiES AMO SMAL.Lffi. a NON-PRESSURE LJNES. SOI.WT WELI'£D TYPE PVC Cl.ASS 200. C. PIPE SHAU, BE MADE FROM NSF APPROVED. t'i'PE I, GRADE If PVC COMPOUND toti"ORMING TO AS1M RESIN SPECIFICATION 01764. PIPE SHALL MEET REQUIRE:MEN1S SET !'ORTH IN FEDERAL SPECIFlCAllON PS-22-70 IITTH AN APPROPRIAlE STANDARD DIMENSION RATIO. D. PIPE SHAU. BEAR 'THE FOUOWING MARl<INGS: MANUFACTURER'S NAME, NOMINAL PIPE SIZE, SCHEDULE OR CLASS, PRESSURE RATING IN PSI, NSF APPROVAL. AND DATE OF EXlRUSION. E. ATTINGS, S□Lvo.T l'El..DED T'l'PE PVC SCH 40, 1-2. IH NSF APPROVED Sl-lAU. CONF'ORM TO AS'1M TEST PROCttlURE D 2466. F. ATilNGS SHALL BEAR THE MANUFACTIJRERS' NAI.IE OR lRADEMARK, MAlERl.'J.. DESISIIATION, SIZE, APPUCA81..E I.PS. SCHEDUI..E AND NSf APPROVAL G. SOL'.Bl:T CEMENT AND PRIMER SHALL BE OF TYPE AND INSTALLATION PER THE MANUFACTIJRER. H. PIPE UNDER AC PA'llNG SHALL BE PVC MINIMUM SCH 40. 2.04-OIBER PJPE AND FITTINGS A. LOW 'iOl.1.IIE/VOWME DRIP lUBING SHAU. BE MANUFAGlURED OF FI..EXl8LE \.!NYL CILORIOE COMmffiD, CONFORMING TO AS1M 02855M, 0380 .AJiiD 01599. a BRASS PIP£ 9-IAU. 8f 85': R£D BRASS, ANSI SCH. 40 SCREWED F1PE WITH ATTlNGS MEDIUM BRASS, SCRErim 125 LB. a.ASS. C. COPPER PIPE SHALL BE lYPE K HARD 1EMPEREll IN ACCORDANCE WllH AS1M 84284. FlTilNGS ARE \\ROUGfT CCf'PfR SCUJER ,IJINT TYPE. D. GALVANIZED PIPE -GALVANIZED PIPE SHAU BE CAREF'JUY Cl.£ANEO PRIOR TO INSTAU.Al!ON. ALL F1T11NGS TO BE VEJ.DE□ OR Fl.ANGE FTTTINGS. A1.L CAST IRON SHALL BE RUST-COATED AND EXPOSED F'ORTIONS PAINlED GREEN. 2.05 C@llROL \'ilRINr;; A. USE DIRECT BURIAL COPPER WIRE AWG-U.F. 600 VOLT. SIZE SHALL BE ,Pl4-OR LARGER. COMMON WIRE TO BE 'MilTE, CONlROL ~ 10 EIE C0L00: COOED. 8. s□lDER SPLICES, USE: SCOTCH-LOK SEAUNG PACKS OR PENTITE WIRE. CONNECTORS. C. CONFORM TO UNDERWRITERS I..AB~TORIES (UL) -UL IIIRE'.S AND CABLES. Z.06 VALVE BOX: A. INSTAl.l 00E (1) VAL.VE BOX FOR EACH TYP£ OF VAL.VE JNSTAU.ED AS DETAIL.ED. FLUSH WllH GRADE FOR ALL SODDED LAWN AREAS AND 1/Z' ABOVE GRADE RJR SEEDED LA\'IN AREAS. Ail. SHRUB AND GROUND CO\'ER AREAS ARE: 10 BE FUJSH WllH TOP OF MULCH. a USE 9 INCH DIAME1ER X 2"" INCHES DEEP, ROUND. GREEN PLAS1lC BOX 'MlH COVER MARKED -WATER" FOR GA1E VALVES. C. USE 9 INCHES WIDE X 11 INCHES LONG X 16 INOIES DEEP RECTANGULAR, GREEN PVSTIC BOX Willi BOLT-llO'.ltl COVER MARKED "CON'IROL VALVF:° FOR ELECTRICAL CONlROI.. VAL"1::S. D. BRAND VAL.\'[ BOX UOS. LE11ER AND NUMBER SHAU. BE NO SMAU.£R THAN 1" AND NO GllEAlffi IBAN 1-1/2". DEPTH Of' BRANDING IS TO BE NO MORE TI-1..W 1/8" INTO VALVE UO /IS Fru..O'IIS: 1. Ei..EClRIC CONTROi.. VN....Vf.S -BRAND cctflRCU • .ER' l£TTER AND STATION NUMBER. 2. QUICK COUPLING VA!.'w£5 -BRAND "Q.C." J. \\IRE SPu:6. -BRAND "w.S." 4-. DRIP lUBING BI.O'N-OUT SlUBS -BRAND CtllllROI..I..ER LETTER AND STI.TION NUMBER. 5. GATE VAL'w£5 -BRAND "G.V." PART J -EXEaJTION J.01 CBIERAL: A. IF NO DETAIL IS PRO'v'lDED FOR WORK UNDER lHIS CONTRACT, INSTAl.l IN ACCORDANCE WllH MANUfAClUREF!'S RECOMMENDATIONS OR RECOMWENOED STANDARD PRACTICE. SUBMIT RECOMMENDED PROCEDURES TO O'lffiER's REP!i!.SENTATIYE BEFORE PROCEEDlNG Wl'IH WORI(. IRRIGATION LEGEND 3.02 WAm SlJ!'PLY: A C(N';ECT IRRtGATION S'rSTEl.l TO POC AT APPROXlfdATE LOCATIONS S'iO'MI ON DRAWINGS. B. AIJ.rtN FOR MINOR CHANGES AT POC CAUSED BY ACTUAi. SITE CONDITIONS. C. VERIFY AVAILAl3l..E WAm PRESS.IRE B£FORE CONSTRUCTION. IF PRESSURE JS NOT SlJFFlOENT TO OPERATE SYSTEMS AS DESIGNED, BRING ll-JIS TO 1HE IMMEDIATE ATTENTION OF iliE OWNER'S REPRESENTATIVE. JF NOTIFlCATION JS NOT PERFORLIEO, 'THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FCR AlL NECESSARY RE\IISIONS. .3.03 aEC'rRICAL SUP?LY: A. PRO'IIDE POWER AND CONNECTIONS TO THE AUTOMAllC COWlRCLLER(S) OR AfJ.Y Oll-lER ITEM S!-10\IN IN 'IHE IRRIGATION LEGEND OR ON THE IRRIGATION DRA'MNGs. 8. COMPLY WllH APPLJCABLE CCOES AND ORDINANCE:S. C. PRIOR ro ANY INSTAllATION OF IRRIGAllON EQUIPMENT REQLIIR!NG ELECTRICAL Po~. THE CONlRACTOR SHALL NOTlf'Y THE OWNER'S REPRESENTATIVE JMMEDIAlELY IF REQUIRED E!.£CTRICAL SOORCE FOR SUCH IRRIGATION ITEM(S) IS NOT READILY ACC£S51Bl..E AT THE LOCATION{$) AS SHO\IN ON Tl-IE DRA\lt!NGS. FAIWRE TO NOTIFY Tl-IE OWNER's REPRESENTATIVE l'o!LL RESULT IN THE CONlRACTOR 8£ARING FUlL RESf'O'lSIBIUlY IN PROWIING E!.£CTRICAL PO\\ER AS RECjl.llRED. 3.04-'TRENCHING, A. DIG lRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF lRENCH-LAY PIPE TO AN E';UI GlADE. FOLLOW LAYOUT INDICATED ON ORA'MNGS. B. MINIMUM DEPTH REQIJIR£MEN1S: PROVIDE 18 INCHES CF COVER FOR PRESSIJRE SUPPLY LINES AND CONlROL WIRES, 12 INCHES OF COVER FOR NON-PRESSURE LJNES AND 24 INCf-lES OF CO\JER FOR LINES ~ THE TOP OF' TI-IE PIPE OR SLEE',£ AND 11-IE BOTTOM Of lHE AGGREGATE ROADWAY SUB-BASE MA'IERIAI... INSTAU.ED UNDER PAVING, UNLESS CALI.ED OUT DIFFERENTLY ON DRAWINGS OR AS PER CITY OR CCUN1Y REQUIREMENTS. C. PIPING UNDER PAVING; 1, PROVIDE FOR A MINIMUM COVER OF 24 INCHES, OR AS PER CIT'!' OR COUNTY REQUIREMENlS, BETWEEN THE TOP Or THE Plf'E ANO lliE BOTT~ OF THE AGGREGATE ROADWAY BASE FOR ALL PRtSSURE AND NON-PRESSURE PIPING INSTALLED UNDER ASPHALllC GONCREJE OR cct,ICRE'TE PAWIG. 2. PIPING SHALL BE BEDDED \\o11H CONS1RUGTION GRADE SANO OR SOUEEGEE -6 lNCfiES BELOW PIPE TO 6 INCHES ABOVE: PIPE AND 'MOTH or EXCAVATION. .3. COMPACT BACKFILL f.lATERIAL IN 6 INCH l..lFTS AT 95% MAXIMUM DENSITY DETERMINED IN ACCORDANCE llfrM AS'JM D 1557 USING MANUAL OR MECHANICAL. TAMPNG DEVICES, 4. SET IN PLACE, CAP, AND PRESSURE TEST ALL PIPING UNDER PAVING JN PRESENCE OF OVINER'S REPRESENTATIVE PRIOR TI:l BACKFlWNG AND PAVING OPERATIONS. 5. PIPING UNDER EXISTING WALKS OR CONCRETE PAVEMENT SliALL BE DONE BY JACKlt.G, SORING, OR HmRAUlJC DRl'IING, BUT \\tiERE cum~ OR BREAl<INC OF WAL.KS AND/OR CONCRETE IS NECESSARY, IT SHAU. BE DONE AND REPLACED AT NO COST TO OWNER. OBTAIN PERMISSICl-1 AND PRlffi APPROVAL TO CUT OR BREAK WALKS AND/OR CONCRETE FROM O\ltolER. D. WAm SUPPLY AND POlNT OF CONNECnoo -WATER SUPPLY SHAU. BE EXTENDED AS SHO'M,i FROM WATER SUPPLY lJNES. 3.05 CONlROL WIRING; A. INSTALL WIRING IN SAME lRENCH AS PRESSURE SUPPLY LINES Willi WIRES CONSISTENll.Y LOCAiEO Baow AND TO ONE SIDE OF lH£ PIPE OR IN SEPARAlE lRENCHES. MULTIPLE WIRES SHALL BE TAPED TOOC!l-lER AT INTERVALS OF 15 FEET. 8. NO SPLICES SHAIL 8E l>!AOE BE'IWEEN CONlRDU.ER AND REMOTE CONTROl VALVE. G, PR0\.1DE A 1 INCH DIAMETER SY 12 !NCH LONG EXPANSION CURL WllHIN .3 FEET OF EACH WIRE SPlJCE AND AT 100 FEET ON CENTER. 3.06 HYDROSTATIC PRESSURE 1EST: A. NOTlf'l' OIINER'S REPRESENTATIVE.. TES11NG SHALL OCCUR PRIOR TO BACl(FlLL AND INST/1.U.AllDN OF CONTROL VALVES. B. TEST A1.L PRESSURE LINES UNDER H'r!IROSTATIC PRESSURE OF 150 P.SJ. Fa. NOT LESS lHAfJ. FOUR HOURS. lEST AU. NON-PR£SSURE LINES UNDER EXISTING STATIC PRESSURE. C. IF 1.£AKS DEVELOP, REPLACE: JOIN1S ANO REPEAT TEST UNlll. SYSTEM IS SHO\\N TO BE WATERTIGHT. D. FURNISH NECESSARY FORCE PUMP ANO OlHER TEST EQUIPMENT. 3.07 BACl<FlWNG: A. M[CJ-IANICAU:.Y COMPACT BACKFlLL !'OR TRENCH~G TO DRY DENSITY EQUIVALENT TO ADJACENT UNDISTlJRBED SOIL, AND MEET ADJACENT GRADES WITHOOT SUNKEN AREAS, HUMPS OR O'lHER rRREGIJLARlllES. !!, Pl.ACE 6 INCHES OR !,fQR£ Cf" CLEAN SOIL, FREE OF DEBRIS, ROCK, ETC-, AS INmAL BACKFlLL ON PRESSURE SUPPLY LINES. C. PLACE FINE GRANULAR MATERIAL l'd'IH NO FOREIGN MATTER LARGER THAN ½ INCH IN SIZE AS INffiAL BACKFILL ON ALL NON-PRESSIJR[ lJNES. D. PLACE A MINIMUM OF 6 INCHES OF SAND ON PIPES l.DCAlED UNDER AREAS \II-JERE PAVING WILL B£ INSTALLED. USE SPECIFIED INmAL BACKFILL FOR REMAINING BACKFlLL NECESSAAY. E. INSTALL PIPING UNDER EXISTING WALKS BY JACKING ffi BORING. !F CUT11NG OR BREAKING OF WALKS IS NECESSARY, !T SliAlL BE DONE AND REPLACED AS PART OF THIS CONTRACT. RECEIVE PERMISSION FROM Ollf'IER'S REPRESENTATIVE BEFORE PROCEEDlNG. F. THE lRENCHES SI-IALI.. NOT BE BACKFlll.ED UNTIL ALL REQUIRED lES1S ARE PERFORMED. 3.08 lJNE CLEARANCE: A. lJNES SHALL HAVE A CI.EARANC( OF 6 INCHES OR MORE FROM EAC!i OTHER AND FROM lJNES OF OTJ-IER lRADES. B. PARALL£L u.ES SHAlL NOT BE INSTAU£ll DIRECTLY OVER ONE AN01HER, NOR AGAINST 1HE SIDES OF ll-JE TRENCH. 3.09 lfmlGATION EOOIPMENT, AS DEFINED AB~ A. INSTALL AS PER DETAILS. a SPAaNG OF IRRJGATION HEADS Sl-lALL NOT EXCEED t.lAXIMUfd SPAaNG ON DRAWINGS. c. RISER HEIGHTS !'OR IRRIGATION HEADS SHALL BE LEVEL 0. INSTALL. SPRINKLER HEflDS 12 INCHES OUT FROM LOW L'r1NG \IINOOWS. E. DRAIN LINES WIU BE INSTA\.LED AT LOW POIN1S IN lHE PRESSURE SUPPLY LINE AND AS DETAJL.ED, 3. l(l ASSEMBLJES: A. INSTAlL NO f,flJLllPI.E ASSEMBLIES ON PlASllC LINES. PRO'IIDE EACH ASSEMBLY ll!TI-1 ITS Ol'tN Cv1lET. B. PVC TO METAL ~CTlON SHALL BE BY PVC MALE fMREAD ACAPm FlTllNG SCREWED INTO METAL f""cMA!.£ FlTTlNG. C. TEFLON TAP!:: SHAU. BE USED ON ALL lHREADEO PVC TO PVC AND PVC TO METAL JOINTS. 0, INSTALL ALL ASSEMBIJES SPECIFlED IN ACCOROANCE WITH RESPECTIVE DETAILS. IF 11-IERE IS NO DETAIL SHO\\N PERTAINING TO A SPEaFJC ITEM TO COldPl£TE WORK, THEN USE 1HE BEST STANDARDS OF PRACTICE AVAILABLE, lll'IH PRIOR APPROVAL 3.11 ADJUSTING Tl,E SYSTill: A. AF1ER IRRIGATK»I PIPELJNES ANO RISERS ARE IN PLACE ANO CONNECTED, ANO PRIOR TO INSTAUJ,TTON CF IRRIGATION HEADS, OPEN CO'<TROL VAL\IES AND LISE A FULL HEAD OF WATER TO FWSH OUT 5'1'5TEM. B-ADJUST VALVES ANO ALIGNMENT ANO COVERAGE OF IRRIGATION HEADS. AD..USTMENTS MAY INCLUDE OlANGES IN NOZZ!.£ SIZES ANO DEGREES OF ARC. THESE CHANGES SHAlL BE MADE Mll-lOUT ADDITIONAL COST TO THE OWNER. C-. ALL SPRINKLER HEADS SHAU. BE SET PERPENDICULAR TO F!NISliEO GRADE UNLESS 011-IER'MSE NOTED ON Tl,[ DRAWINGS OR AS REQUIRE!l FOR PROPER COVffiAGE {SLOPES, ETC.). :S.12 !l:3SERVA110N SCHEDUL.E: A. A PRE-JOO CONFERENCE SHALL BE REQUIRED BEFORE PROCEEOING WITIJ WORK UNDER THIS CON1RACT. AN OBSERVATION SQiEDUtE SfiAll. BE DETERMINED AT lHIS TIME FOR ALL WO!<K. OOSEFIVATIONS SHALL INCLUDE, BUT NOT BE LJMITED TO, ONE WAI.J<-11-IRLI FOR SUBSTANTIAL COMPlETION AT 'THE START OF 11-IE 60-DAY MAINlENANCE PERJOD AND A WAI.K-11-IRU FOR ANAL COMPlETION AT THE END OF THE SO-DAY MAIN'!ENANCE PERIOD. PRIOR TO THE SCI-IEDUl.£0 SUBSTANTIAL COMPLETIOH WAL.K-'lliRU, THE IRRIGATION SYSTEM SHAil. BE FULLY INSTALLED AND OPERATIONAL THE OWNER'S REPRESENTATl'IE WILL GENERATE A PUNCH UST OF nntS TO BE CORRECTED PRIOR TO FlNAL COMPLETION. nlE OWNER'S REFRESENTAil~ DUE TO 'lliE CONlRACTOR's PERFORMANCE OR I.ACK OF PERFORMANCE, RESER"ES THE RIGHT TO LENGTHEN OR SHOlml-l THE GO DAY MAIN1ENANCE PERIOD. B. CONTACT O'M'ER'S REPRESENTATI'IE 72 HOURS OR 3 WORl(ING DAYS IN ADVANCE'. or EACH AGREED OBSERVAllON OR CONFERENCE. C-, PRIOR TO FINAi.. WALK-THROUGH, lHE CONlRACTOR SHAU. FURNISH THE OWNER ALL lHE .AS-BUILTs', EQUIPMENT, CHARTS, GUARANTEES, OR OTHER REQUIRED ITEMS SPECIRED. !sYMBOL !MANUFACTURER I MODEL # DESCRIPTION !GALLONS PER. MIN. I ' FULL I HALF( QTR. RAO. P.S.I. • 0 O C □ 8 ~ oar, " li'll [81 "' .. I[] & & RAINBIRD XBT-10-S 6 OUTLET DRIP IMMITTER 1.0 RAINBIRD 1804-SAM SPRAY HEAD 1.05 .52 .26 8' .30 RAINBIRD 1806-SAM SPRAY HEAD 2.60 1.30 .65 12' 30 RAINBIRD 1806-SAM SPRAY HEAD 3.70 1.85 .92 15' 30 GRISWOLD OW ELECTRIC SOLENOID VALVE, SIZE INDICATED. 1~ WATER METE~ FED BY A 1" SERVICE LINE. DESIGN TO 20 GPM MAX FEBCO 825Y BACKFLOW PREVENTER -LINE SIZED RAINBlRD 4401..RC 1" QUICK COUPLING VALVE, W/LOCK!NG PURPLE: (COLOR) -VINYL CO'vER. NJBCO T-113 GATE VALVE (THREADED), LINE SIZE f-lAYWARD BASKET STRAINER, 72 SERlES Wllfi BO MESH MONEL SCREEN, LINE SIZE. RAINBIRD RQirtblrtl ESP-12MC: 12 STATION WllH STAINL.£SS STrn... PROTECTIVE /LOCKABLE AU. ',lll;;ATHER CASE. STATION TO BE EQUIPp£D WllH A MOISTER/RAIN SENSOR BY RAINBJRO. MAINLINE 1-1/4"" PIPING-SCHEDULE 40 P.V.C. SOLVENT WELD. LATERAL 1/2" TO 1" PIPING-SCH 40 P.V.C. SOLVENT WELD. SLEEVE PIPING-SCH 40 P.V.C. SOLVENT WELD. AUTOMATIC VAL'vE SEQUENCE APPROX. G.P .M. VALVE SIZE CONTRACTOR TO VERIFTY WITH OWNER OF THE LOCATION FOR THE IRRIGATION CONTROLLER. ,. SLEEVING NOlES: LEGEND 1. HAROSCAPE SURFAC!;. 2. CU:~ BACKFILL AS REQUIRED, TO BE SET IN s• UFIS. REFER TO SPECIFICA TJCINS FOR Sf'EOFlC MATERIAL AND ca.!PACllDN R~E'.NTS. J. et.V,N SANO . 4. LAttRAI. lJNE 1'l!1H S1..EE'I/E. s 6, COOll!OL \\IRES & COMPLITER HARDWARE ~ stEE\I[_ AU. ~ 10 BE ?\IC. sat. ill Rll 1111!:£ lHE DIA. OF TIIE MlRJ<ING "1PE. ALL SL.EF,f5 10 RUN A WIN. a" 12" SET'OOll HAA~[DGES. ~ IIACKFII..L IIAY ElE SUBSTITI.m:D FtlR SANO UNDER WALKS AND OR!~ LEGS<) 1. ROIJ!,,O GREEN PI.AS1JC VALVE BOX l\tTH BRANDING. 2. OUiCK COUPID! VAL'-E. 3. 1• MAX. I.SOY£ FlNISH ra.o, 4, B!lASS NIPPLE. LENGTH AS REQUIRED. 5. 4" IIIN. D£P1H Cl.E,tJ, === e. SRASS STREET EU. rn>fCA.L 7. CONCR!'.lc: BLOCKING OR BRlCI(, Tl'PICIJ... a PVC MAIN LIN£. OEP1H AS REQUIRED. 9. PVC SCH 40 'IEE OR eU. 10. !RASS NIPPl£ 5" Ntl, ""'™ '-------{11 11. JG" MIN. LENGTH fl REBAA STABILIZER. ATTACI-I W/(_2) STAINLESS STEEL BANDS. QUICK COUPLER VALVE LEGEND 1, ~EEN PIJ,.STU;: VAi,\£ aox Will-I LOCXING COVER Will-I BRANDING. 2. 1" IN llJRF AREAS. 2" IN SHRUB ARt/1$.. J. APPRO',£[) MlE cctlNECTORS. 4. CCtflROL 'MRES, BUNDLE ANO TAPE (W/24"MIN. EXIRA llmE) S. REMOTE CONTROi. VALVE. • """°" 7. PVC SCI-I M 1.mlON. 11. PVC SCH 40 FD,t.',!.E ADWlER. II. PVC NON-PR£Sst..lRE PIPE. 10, PVC SCH 80 Nlf'PLE(l.ENt;TH AS REQUIRED), 11. 2X4 BRICK OR CONCRETE BLOCKJNG. 12 PVC so, 40 lU CS,.S.S) OR n.t (SXS) ON WJNlNE. 13. 4• l,(,i_ OF PEA GRA\oEL 14. PVC PR8>5URE PIPE. ELECTRIC REMOTE CONTROL VALVE TRENCHING LEGENQ 1, S.O.TURAlE ANO COMPACT l.li',CJ<FlU. TO gox_ 2. FINISH SURFACE. ~-NON-PRESSURE 1.AlERAL LINE. 4. PRESSURE MlllN LINE. S. DIRECT BURJA!.. LOW l'OUAi;£ CONlROI.. 'IIIR[S, BIJNCL.E AT 15' O.C. K,IRO ~E 4T =~- NOTE': REF£R TO ~G DETAIL FOil lREllClil'IG IN PA\oED AREAS. /------1.1!-0UTLET IIMll'TER: ~--=~.IB-10 /------1/~ V!NYl. DlS'?RIBUTIOII" /----1/lin;INC!Ii!IRil~-b;=' TOP or )(tlLC![ n;w.-,-=,~ Mru;ID!~"f sPD-025 Pl;; PlFE, JWlf lllRll Xl'm-1:UBI! :i:r-aoo-200 =- EMITTER INTO 1/4"' TUBING LIGHTING LEGEND (D Tll'O-l!U!l! Dl!Cefflm COll'l'R!li=.ER, !WK lllEll ES!'-LXD 'l"fll-'fflm :OBCorut~ CUN'lJiOL!.fiH IN l'l.,\STlC = ll?tl! 'WALL lllOONI'. ~STALi, OJN'raOLLEli ANll ST.llNlnlS Lm::L!.BLE t::IJlllIB'.l' ON 'W.1,1,1, FU M4NlJ!ll.C'l'lllll!R'S REColilllKl,'tl.ll'IO!ll!. Utirr A.11.C,0 AP.I;; TO HA.VI! -CON'l'l!Cl.l.El!S. ®JUNt".l'IOK EO:Z: @l-INC11 CONIJOI7 .&Nil l'l'l'l'lNGS TO P01IBR SOPPLY 0 POER SUPPLY 11IRE @)2-INCll CON!lllrr AND l'l'nINGS FOR TlJO-'WIRE CA11LE @~~LE~~ l!'cilk-rECO.ll~ FOll. :i:;.cH PATH, YOTES, l. ES:P-Ull CONTROLI.EI.!. 00111:ES Wll:11 00 STATIONS AVAlV,HLE. 2 0 5 TYO .4DDmmw. 7li S'l'ATll!N l!SPLXO-S1''K?& lll!HJULES lilY Bi: ,Ull)ll(I TO tu'ANll Tm: CORTilllll.ER UP TO 200 TOT-IJ. STATIONS. 2. OBI!" STEEL CONIIUIT YOI!. AllOV.: C!WIC AND see 4.(1 PVC CONDOIT Fill! BgLOW Gl!.AIIE CDNDlTJONS. 3. PROVIDE PIIOPEB GHOUNDING COl,ll'OliENr.J TO ACl!IEVE GE:OIDID 11.l!S!Sl'ANCJ!l or 10 omra OR USS. 0-1 i 4 ESP-LXD AU TOMA TIC CONTROLLER LEGEND !. LINE SIZE Wff. r--------{ 2 S'IRAINER, ,-----( 3 2. :-==RE W/2 BALL VALVf'B, SE IR!';IGAllOl,I ~-· J. BR,O,SS UNION. 4. BRASS EU. (n?,). 5. FlM!Sl-f GAADE. B!tl.SS NIPPLE (TVP.) LINE SIZE'. 7. PVC MALE AOAP'!ER, 8. l CU. FT. COOCRETE 11-IRLIST BlOOCS (TVP.). '111W' Pl'ES W/ 10 WIL TAPE:. S.O.TLIRATE AND COMPACT SLIB-GR/lOE TO 911% PRIOF1 TO =< FEBCO 825Y BACKFLOW PREVENTER BALL VALVE LANDSCAPE DRIPLINE LEGeND 1. ROON□ ~N PLASllC VAL~ BOX. W/ LOCKlNG co.m wm1 81fANl)NG. 2. FINISH GRADE. 3. BR.455 BAU. VAL'-E. SEE IR!llG.\TION LEGEND. 4. BRASS UNION. 5. BRASS NIPPLE. T'l'P. 6. P"C AOWlEll. 7. ~o!.l.lld.lNE. 8. 1 cu. FT. PEA GRA\e.. 9. BRICK BLOCKING FOR SUPPORT. ll.\I:< s:BNEOE:, IIINlC!lC"J: '------nir.w: .&lUPTER (6W' ::c FlPl') ~-----OAI.Vil'IZEII 90" RL (I OF 2) <----------3/4-IN"C.II G.lLVAVll!!ll PIH ------' '---------l'lNISII&D CRIJlC \' : . j...-------CONCF.E'I'.I. ms:!! llIRi: TD lllR:!(l.l.TION C RAIN SENSOR MOUNTED ON POLE QTY. SYMBOL MODEL # DESCRIPTION W/WATTAGE AND FINISH TREE UPLIGHT WASH TOP-UL-151-RC 12V LED PAR36 SOW TOP-UL-162-MBR 12V LED TOP-WL-4SS-RC 12V LED MR16 SOW TOP-UL-142-MS 12V LED MR16 SOW UP LIGHT UP LIGHT UP LIGHT BUILDING WALL WASH UP LIGHT RETAINING WALL AND SLOPE WASH LIGHT TREE WASH UP LIGHT PATHWAY TOP-PL-432-MBR 12V LED CENTER-MOUNT PATHWAY LIGHT, BRASS SF"IKE. STAIWAY PUCK LITE TOP-PL-436C 12V LED BRONZE SPIKE MOUNT STEP LIGHT. BRONZE FINISH. TOP-IG-144 IN-GROUND PATHWAY LIGHT SffiEAM BRONZE FINISH. HANGING ffiEE LIGHT TOP-HL273-RC 12V LED HANGING TREE LIGHT, COPPER FINISH, FOUNTAIN (SUBMERSIBLE) LIGHT TOP-HZ0-600 12V LED BRONZE FOUNTAIN LIGHT. BRONZE FINISH, FX MTP 1200-SS 300WATT 11-1SV 300 W CIRCUIT TRANSFORMER INSTALLED PER MANUFAC.) 12 GAGE 12V LIGHTING WIRE 3/4"" PVC FOR LINE FEED UNDER HARDSCPE 12 VOLT LICiHTINCi CONTACT: TOPLICiHTS INC. /RV/NE CALIFORNIA BRETT BROWN/Ne; (H9) 422.. 451,3 PLANTING NOTES AND DETAILS PLANTING NOTES THESE DESIGN DRAWINGS ARE: DIACRAMMAnc. SHOWJNG INTENDED LOCAnONS ANO RELATIONSHIPS OF Pl.ANTIN8 0.EMENTS. ?lNAL SrTE: CONDmONS, AL"IERED OURING CONSTIWCTIOl>I ~AY RECU!RE ADJUSTMENTS TO ~HE l.AYOUT .. ALL PLANT MATERIAL SHAU. SE SUBJECT TO THE APPROVAL BY -:-HE OWNER OR THEIR REPRESENTATJVE. CONTRACTOR SHALL SUBMIT A UST OF AVA:l.AB1ln-Y FOR All BOXED "TREES JO OA\"3 BEFORE SCHEDIJLED PLANTING FOR APPROVAL AT lHE NURSERY BY THE OWNER. CONTRACTOR IS RESPONSIBLE FOR euRNISHING Pl.Alff MATERIAL FREE OF PEST DR 01S8\SES AND NORMAL IN FORM FOR 11--IE SPECIES ANO DESIGN CALL.ED FOR ON Tr.£ PLANS. • IRRll1ATION S'r'STEM SHALL BE F'JLLY OP~llONAL, TREES INSTALLED AND A COVERAGE TEST COMPL.ITED Pi<IOR TO Al>l'f CONTAINER OR GROUND COVER P\..Al,,'T MATE.~IAL loJSTAl.~TIOl>I. , THE APPROPRIATE SOIL AMENDMENT SI-W..L BE APPlJED TO ALL PLANTING AREAS PER THE SOIL AMENDM8'T SCHEDULE ON THE PLANS. FlNAL SOILS TEST TO 3E SUBMITTED AFTER ROUGH GRADING ON StTE, CONTRACTOR SHAU NOT INSTALi.. PL.ANT MATERIAL THAT JS WILTBJ QR HAS A DAMAGED ROOT BALL ALL TREES WITHIN A SPECIES Si-JALL HAVE MATCiilNG FORM, SIZE AND TEXTURE DENSfTY. THE CROWN AR&,, OF TREES AND Sl-lRUBS Si-<-"1.L BE 2" HIGH£-:, Afl"ER SETT!..i.\JG, TI-IAT ADJACE.'IT FINISHED GRAOL UNU:SS OTl-li::RWISE NOT::□, ALL LANDSCAPED AREAS. EXCLUDING TVRF, TO BE TOP DRESSED WITH A 2" LAYER OF SINGLE GRIND SHREDDE!l BARK MULCH AFTER ALL PI..ANllNG IS COMFL.ETEO. THIS LAYER lS 11>1 ADDITION TO SOIL AMENDMENT MATERIAL. CO!\'TRACTOR TO INCLUDE IN T.,jE BIO A PRICE FOR COM?lITI: MAINTE:NANCE" OF All WORK FOR 50 DAYS AFTER FINAL ACGEFTANCE BY THE OWl>IER. MAll>ITENANCE S'lAl.l.. INCL:JDE:, BUT NOT 8E lJMITEO TO, KEE?I\JG ALL A/lEAS WEED FREE, WATERED, PEST AND DiSE'.SE FREE AND AL~ OTI-IER WORK NECESS'IRY FOR HEALlHY. VIGOROUS AND CLEAi>/ A?~EAP.ANCE. COJ,TRACTOR TO INCLUDE IN THE BID PRICE: AU TREES SHALL BE GLJAR/INTEED TO GROW IN A HEALTHY MANNER FOR A PERIOD OF XOT ~S Tl-lAN ONE YEAR FROM Tr!E E.'ID OF MAINTENANCE, ALL 011-fER CONTAINER Pl.A~'TS SHALL SE GLIAR/IISTEED TO BE IN A HEALlHY C01'DmON AT lHE END OF THE 60 DAY MAINTENANCE PERIOD. CO~'TRACTOR SHALL REPLACE IN A TIMELY MANNER. AI.L Pl.ANTS THAT AR[ FOUND JI,/ AN LINfiEALTbiY OR IMPARIE!J co~omoN, MISSING OR DEAD DURING THE 60 DAY lf-"IN7ENANC£ FERIOD. EXCEPT TRE=S IYI-IICH S'-IALL SE REPLACED ANY TIME DURING WE ONE Yf:AR GUARANT"o.E PERIOD. THE G'ROUNDC:J'IB! 1ND1c;;,,1EJ ,OR [OCH Pi.J\NllNC: AREA IS m COI.IPl.:c7UY o:lVER AU Pt.•xrmc; NlE"A AT THE S?ACINO SF'ECIRED. OMfL TOP Ml:SS AU. ~ AREAS WITH ~" EWIK "Liebl. ROOT BARRIER TO BE 'NSTl>U.ED FOR All '!REES wm;lN 5' OF PAVING. S) APPLY APPROPRIATE PRE-E!.IERGENf HERBICIDE TO Af.:. SHRUS AND GRQUNDCOVIB AREAS N'lIB INSTAl.lATIDN or TREES = SHRUBS AND PREPAAATION OF FlNE c~r,.c. 0) ,~ Mulch Soil To A Depth Of 2", 2' In Dlcmeter For 1 Gal. Shrubs, .,, In Diomeler For 5 Gd. Shn;bs, Ke"p Mulch 4" Awoy Fron Plont Bose. !3ockfill With Notive Soil, Apply Fertilizer Tn Surfoce Awoy From Trunk Per Sp eclficot;ons. Note: Sumcrcnt cleorcmce sholl be mointoineC betw,aen shrubs ond utility looilitles so os lo not hinder use of L'1ese focilities. Set Top 01 Root Boll At Soil Surface. P!crnting Hole Sholl Be 3 TTmes Diometer Of Root Bell And No Deeper. Socrlfy Sides And Bottom Df Plant;ng Hole ~---Scari;'y One Slde Of Root Boll Prior To Pion ting Shrub Planting Deeompos!N G,-.,nlte Flnist, Grode To Be Roked Smooth_ Pro~ide Final ApplicotiDl'l Of Weed Cootrol Upon Finol Roking. I. ""i~ TOP-Ut.-lSl"RC TOP-?L-432-MBR TOP-KL-2i.3-RC Fine Gr®ed Subgrnde ~----Apply ?re-EmergMt l-lerbicide As Per Mom.1facturers RecommeiidoUons. (SL>rflon Or Eq~•cl Appro~ed By City Of Scottsdale) Decomposed Granite S?ECIFfCATI01'. SHE.ET '.{5) ~ ~-~ ' ' ' 0 " ' TOf'-tJL•f62-MBR TOP·PL.-136-MBR TOP-H20.£1l0 S8IL AMEMDMENT SCHEDULE GENERAL SITE PREPARATI□N (RATE PER ;ooOS,F) J CUBIC YARDS 01" NITROCEN STABlJZED HARDWOOD SHAVINGS 50 POUl>IOS OF AGRICULTURAL GYPSUM 200 POUNDS or GRO-POWER ?LUS GENERAL AMENDMENTS Sf-lALL BE UNIFORMLY INCORPORATED INTO THE TOP 12" AS PART OF FINISH GRADING WORK GENERAL PLANT PIT BACKFILL CPER CUBIC YARD) 2/3 Ci.JBIC YARD SITE: TOP SOIL 7/:S-CUBIC YARD KELLOGG GROWMLILCH 2 POUNDS AGRICULTURAL GYF'SUM .3 POUNDS GRO-POWER PREMIUM GREEN PLUS IRON(45%) GR□-P□wER SL□w RELEASE TABLETS PER DETA,L 7 GRAM 12-B-8 21 GRAM 2D-10-5 Thin Top 6-8 Fronds. TTe With Noturol Fiber Twine. (Remove Ties Prior To Buckling 60-90 Doy,:,) Plant At Depth Which Plcnt Wos Grown. Adjusting Root Boll Depth Tc Align Fini.shed Hei,t,t WIii Not Be Allowed. 100% Gol7 Send BackfilL Settle Bcckfili With Water, Do Net Pock Bockfll!. ?lonting Hole Width Shall ---...: Be 3 Times Dinmete, Of Roots And No Deeper Th□n The Ex~ensior. Of Tne Roots. Prune Tree At Time Of Stoke Remover. (2) 2" Diometer x 10' Long Lodgepole Plne Tree Siake,a. Sury 3' In Ground And Cut Off Slake 12" Above Ytriyl Tie. Stokes Sholl Remoin In Piece For 2 Yeors Unless Rerr,o'{(JI Is Approved By t..totntenonce 0iredor. Mulch To A Depth Of 7/2". 5' In Diameter. Keep Mulch 5" Away From Trunk. Bockffll WitO Noslve SolL (flo Rocks Gre,:,ter 'foor. 1") Apply Fertlllzer Tc Surface A.woy Fram Trunk Per Specificctl0,-,s 1G 5G '.SG 24-" 36" 12 15 1B 2 ' ' 2"x 4" Blocking No1ed To Brcce. Tle To Trunk With 1" (Mln.) Vinyl Tie. (3) 2"~ 6" Braces, Spaced Equclly And Noiled Ta W<loden Stokes In The Ground. 4-" Perforoted PVC, 2 Per Tree. Wr□p PVC W,th Sol Screen Fabric. Aloe Tree Planting and Bracing Detail Note: Sufficient eleoronce shall be mainlctned between trees ond utility fociliti@s so cs to not hinder use al ~hese facilities. \fin~ Tie, 1" (Min.) In Width Set Top Of Roel Boll Al Soil Surface. Ferm Tempcrnry Irrigation Border Just Outside Of Root Boll. Use Weter To Settle '"cc,s';'~ckfill. Do Not Pack Bcckflll. Planting Hole Sholl Be .3 Tlmes Diameter Of Root Boll And No ~eeper. Sccrify s;des And Scttom Of Pkintlng Hole swr,,c,es,,em----'Tree P'anting and Staking ~~~\,~;11 Prior To 24"~36" Box Or 2" Caliper All Groundco\lCrs To Be Planted On Center (See Plont Legend) In A Tricngulor Pattern. X = O.C, Dimension As Noted On Plan Y = 0.86 Of Oimen5i<ln "X'' t.lulch Sci To A Depth Of 2", 1· In Diameter. Kee~ Muld, 2" Awoy From Plant Bo~e Prepore Soll Per Specifications And Rototill To A Depth Of 6" Prior To Any Sprinkler Work Backfili With Native Soil. Apply Fertiliier To Surface Awcy Fram Truni< Per Spectficclions. Groundcovers S?SC!FICAT/Or,,; Si--lEET . . ·~· . - __.-:-r.~p ~:·: "::-:.'-"" ,jltl1"'" l!GliTS !Ne , _ "-~ --S?ISC!F!CATi.ON SHEET -------. . ______ ,,,_, __ ; TOP-IC-~144 '.c,_ G,•oc,r,6 Ugh~" '°' ~;;,,_, .... ,; s,-~• ,_. e. '""" SPEC1F1CA·nnN ,iH;;:l:cT _,' .. ''·""'·'~'-... ,,._.,._,,~,, ~,' '.·C,,"sij,,"T 5;.,;;r...,,,:,'.T ,~;;:~.Ji'ifiJ~;'.;o/,'.:,"L~:ft,5\.''" .,,,,~.=~~,cr-.o•'= ,.,,,.=..,,,~, -"'·~- ,::;-, ·~s-;-. .:::::::;2;•rrr0~';t:'.':?'!"T'tir~11y2r,", 12 V LIGHTING DETAIL SPECIFICATIONS rnrn LANDSCAPE PLANING DESIGN 31-1-32 CALLE ENTRADERO SAN JUAN CAPISTRANO CAIF. q21o7S EMAIL: TED@ENVS.NET q4q_ 742.06S3 The drowfngs and the dC!ligo, lde,os and feotures of construc:ion depicted heoin are the e>ciuslve prnperty al Environment Fr<e As,001-ates, Inc. All common copy and property righ!,;; are expressly reserved. They ore not to be rell!led, copied, reproduced, or osed for any purpDM, nor om they to be assigned to o th;rd party wnhocC expressed Wfilien consent In !he """"t of ony unouthor;zed use of these pie~• by o third pcrty, the third party shall hold Enoironment F"Ne & Assoeiotes, Inc harmless. All right reserved. ' CX) Cl) 0 _J 0 - N <( O'I I- <( UJ 0 -z 0 0::: z 0 <( LL -Cl) -1 <( UJ u I-.. 0 0 z <( z co (f} 0 -1 -I-LlJ 0::: <( u <( (.') zU -0:: wo 0:: og --1-1 0::: (.') (/)w z Wz -I-~-z -1 :=E ~ <( ~ _J LlJ (f} a.. ~ L() <( 0 0 (/) V ' SAREM RESIDENCE project number 07/21/2020 date PER PLAN sea le TH design by TH/LD drawn by checked by revisions no. date description 6 CHANCiES PER CrrY REVIEW 7-:l-0-2.0W ~ PREUM LANDSCP PL.AN 7-21--202.0 D. D. D. D. D. D. Sheet Number L-3 ■ 0 Of 3 Sheets