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NCP 13-02; Fanucchi Renovation; Administrative Permits (ADMIN) (3)
FANU HIREN VATI FIRE NOTES: 1. CONTRACTOR TO INSTALL ANY REQUIRED SMOKE ::lETECTORS AND CARBON MONOXIDE AI.Ao1MS. FINAL INSPECTION WILL NOT BE APPROVED UNTIL THE INSPECTOR SEES THAT THE REQUIRED SMOKE DETECOTRS AND CARBON MONOXIDE ALARM(S) ARE INSTALLED WHERE REQUIRED. 2. PROVIDE A DEFERRED SUBMITTAL FOR SPRihKLER PLANS TO THE FIRE DEPT. 3. CARBO~ MONOXIDE ALARMS-FOR NEW CONSTRUCTION CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND SHAll BE EQUIPPED WITH BATTERY BACKUP. ALARM WIRING SHAll BE DIRECTLY CONNECTED TO THE PERMANENT BUILDING WIRING WITHOUT A DISCONNECING SWITCH OTHER THAN AS REQUIRED FOR OYERCURRENT PROJECTION. 4. CARBON MONOXIDE ALARM INTERCONNECTION· WHERE MORE THAN ONE CARBON MONOXIDE ALARM IS REQUIRED TO BE INSTALLED WITHIN THE DWELLING UNIT OR WITHIN A SLEEPING UNIT THE ALARM SHALL BE INTERCONNECTED IN A MANNER THAT ACTIVATION OF ONE ALARM SHAll ACTIVATE All OF THE ALARMS IN THE INDIVIDUAL UNIT. A.B. ABV. A. C. ACOUS A.-:1. ADD ADJ A.F.F. Al All ANOD ARCH ASPH @ BD BET B.F. BlDG BLICG BM ANCHOR BOLT ABOVE ASPHALTIC CONCRETE/ AIR CONDITIONING ACOUSTIC ACCESS DOOR/AREA DRAIN ADDENDUM ADJUSTABLE ABOVE FINISH FLOOR ALUMINUM ALTERNATE ANODIZED ARCHifECT(URAll ASPHALT AT BOARD BETWEEN BOTTOM FOOTING BUILDING BLOCKING BEAM BOUNDARY NAIL DF DIM D.L. DN D.S. DWG OWlS DWR E EA E.B. E.J. El ElEV ElEC E.N. ENC EQ E.W EXT !:XSl t-.B. DOUGLAS FIR DIMENSION DEAD LOAD DOWN DOWN SPOUT DRAWING OOWELS DRAWER: EAST EACH EXPANSION BOLT EXPANSION JOINT ELEVATOR ELEVATION ELECTRICjAL} EDGE NAIL ENCLOSURE EQUAL EACH WAY EXTERIOR EXISTING FLAT BAR 3892 WESTHAVEN DRIVE CARLSBAD, CA 92008 A.P.N. 207-053-17 5. SMOKE ALARMS SHAll BE INSTAL.ED INT HE FOLLOWING LOCAT,ONS; IN EACH SLEEPING ROOM, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. ON EACH ADDITION SOTRY OF THE DWELLING INCLUDING BASEMENTS AND HABITABLE ATIICS. 6. WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN THE DWELL'NG UNIT OR WITHIN A olEEPING UNilTHE ALARM SHALL BE INTERCONNECTED IN A MANNER THAT ACTIVATION OF ONE ALARM SHAll ACTIVATE All OF THE ALARMS IN THE INDIVIDUAL UNIT. THE ALARLM SHALL BE CLEARLY AUDIBLE IN All BEDROOMS OYER BACKGROUND NOISE LEYil.S WITH All INTERVENING DOORS CLOSED. 7. SMOKE ALARMS SHALL RECE:VE THEIR PRIMARY POWER FROM THE BULDING WIRING PROVIDED THAT SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND SHAll BE EQUIPPED WITH A BATTERY BACKUP. SMOKE ALAI~MS SHALL EMIT A SIGNAL WHEN THE BATTERIES ARE LOW. 8. SMOKE ALARMS MUST BE LOCATED A MINIMUM OF THREE FEET FROM AIR REGISTERS AND THREE FEET FROM THE TIPS OF CEILING FANS. SMOKE ALARMS I CARBON MONOXIDE DETECTORS SHOWN ON REFLECTED CEILING PLAN, Al.l H.C. HDR HDWR HGR HP HORIZ HT H.V.A.C. H.W. IN I. D. INCL I.E, INSUL INT JAN JST JT KIT lAM L.G. HOLLOW CORE HEADER HARDWARE HANGER HOPPER HORIZOio,JTAL HEIGHT HEATING VENnLA71NG AND AIR CONDITIONING HOT WATER INCH INSIDE DIA/v\ETER INCLUDED INVER7 ELEVATIONS INSULAT'ON INTER OR JANITOR JOIST DPP DHD Pll PWD P .S.F. P.S.I. P.T. P.T.S. PERIM PERP PlAS PLAST R R.D. REF RE Nf RESIL RET REQ.IOI RE/S OPPOS TE OVERHEAD PROPERTY LINE/PLATE P_YWOOD POUNDS PER SQ. FT. POUNDS PER SQ, INCH PRESSURE TREATED POST TENSION SLAB PERtMETER P~RPENDICULAR PLASTER PLASTIC RISE ROOF DRAIN REFER{Et-.JCE) REINFORCING RETAIN(ING) RESILIENT REQUIRE/REQUIRED RE-SAWN ROOM ROUGH OPENING TEMP. l.C. T&G THR R.J. T.N. 1.0. l.O.F. T.O.S, T,O.W. TRANS T"P U.N.O. U.B.C, VAT. V.B. VERT VENT w TREAD TEMPE.~ED TOP OF CURB/fOP OF CONC. TONGUE AND GROOVE THRE5HOLD TOOLED JOINT TOE NAIL TOP OF (SPECIFY ITEM) TOP OF FOOTING lOP Ot-SLAB TOP OF WALL TRANSVERSE TYPICAL UNLESS NOTED OTHERWISE UNIFORM BUILDING CODE VINYL ASBESTOS TILE VAPOR BAR~IER VERTICAL VENTILATOR OR VENTILATION WEST WITH BN. BOT BRS BSMT B.U. CAB C/l CER C.J. ClG CMU COl COJoJC CONSTR CONT COORD CORR CS< BOTTOM BEARING BASEMENT BUILD UP CABINET CFNTFRIINF CERAMIC CONTROL JOINT CEILING F.D .. FD F .F, FDN FLOOR DRAIN, FRENCH DOOR FINISHED FLOOR/FACTORY FINISH l.l llH LONGIT L.P. L.W.C. JO!NT KITCHEN LAM NATED LAG BOLT LIVE LOAD LONG LEG VERTICAL RM R.O. s sc SOUTH SOLID CORE SCHEDULE SHEET SQUARE FEET WI WD W.GL W.H. WID WOOD WIRE GLASS CTR c cs d DBl DET DIA DIAPH D. F. CONCRETE MASOto,JRY UNIT COLUMN CONCRETE CONSTRUCTION CONTINUOUS COO~DINATE CORRIDOR COUNTERSINK CENTER CHANNEL CASEMENT PENNY (NAILS) DOUBLE DETAIL DIAGONAL DIAPHRAGM DRINKING FOUNTAIN/ F .E. t-,E.C. F .F.E. FIN FLUOR F,N, F,O. F.O.B. F.O.C. F.O.M, F.O.P. F.O.S. F.P. Fl F.S. FX GA GALV G.l. Gl GlB GYP. BD. H.B. FOL.NDATION FIRE EXT NGUISHER FIRE EXTINGUISriER CABINET FINISH FLOOR ELEVATI0."-1 FLOOR FLUORESCENT FIELD OF NAILING FACE OF (SPECIFY ITEM} FACE OF BRICK FACE OF CONCRffi FACE OF MASONRY FACE OF PANEL FACE OF STUD FIREPROOF(ING) FOOT/FEET FLOOR SINK FIXED GAUGE GALVANIZED GALVANIZED IRON GLASS GLU LA/v\ BEAM GYPS .. 'M BOARD HDS!: BIBB MAS MAll MAX M.C. MECH MEMB MET MFR MIN MISC N N.I.C ND N.T.S. o.c. O.D. O.F. O.H. DPG LONGITUDINAL LOW POINT LIGHT WEIGHT CONCRETE MASONRY MATERIAL MAXIMUM MEDICINE CABINET MECHANICAL MEMBRANE MEfAL MANUFACTURER MINIMUM MISCCLLANEOlJS NORTH NOT IN CONTRACT NUMBER NOT TO SCALE ON CENTER OUTSIDE DIAMETER OVERFLOW/OUTSIDE FACE OPPOSITE HEAD OPENING SCHED SHT S.F. SIM SP'G SPEC SQ s.s. STAGG SID STIFF SIR STl SIMILAR SPACING SPECIFICATION SQUARE STAINLESS SlEET STAGGERED STANDARD STIFFENED SlRUCTURAL S I!:CL WP W.P.J. W.R. WI W.W.F. YD WATER HEATER WITHOUT WATERPROOF WEAKENED PLANE ~OINT WATER RESISTANT WEIGHT WELDED WIRE FABR'C YARD LEGEND 2 ACTIVITY A ® F.D. ~369.30- 369.30TW LEVEL 16 $ mv. 1w cr· ----@ ( -__/LS SECTION SECTIO.'i NUMBER IN UPPER HALF OF CIRCLE AND SHEET NUMBER IN LOWER HALF OF CIRCLE INTERIOR_ ELEVATIONS DARKEN AREAS TO INDICATE WHICH ELEVATIONS ARE DRAWN. REFERENCE NUMBER IN UPPER HALF OF CIRCLE & SHEET WHERE ELEVATION IS DRAWN IN LOWER CIRCLE ROOM NAME/FINISH TYPE LETTER DESIGNATION OF FINISH TYPE ON FI:-JISH SCHEDULE DOOR NUMBER WINDOW TYPE LETTER DESIGNATION OF NUMBER IF WINDOW SCHEDULE IS PROVIDED REVISION TRIANGLE WITH NUMBERED REVISION CLOUD FLOOR DRAIN SHOWER HEAD ELEVATION SYMBOL-BENCH MARK OR CONSTANT ELEVATION ROOF, DRAIN & OVERFLOW FENCING (X's DO NOT INDICATE POSTS) EXISTING CONTOURS POINT ELEVATIONS ELEVATION TARGET/CONTROL POINT PROPERTY LINE HEAVY BROKEN LINES WITH TWO DASHED LINES IN BETWEEN. GRID OR COLUMN LINE FINE AND SHARP BROKEN LINES WITH TWO DOTS IN BETWEEN. REFERENCE DETAIL DETAIL NUMBER IN UPPER HALF OF CIRCLE AND SHEET IN LOWER HALF OF CIRCLE. AREA REFERENCE DETAIL. PARTIAL DEMOLITON PARTIAL ADDITION AT FIRST FLOOR NEW SECOND STORY NEW COVERED PATIO NEW FIRE SPRINKLERS NEW WINDOWS THROUGHOUT CONTRACTOR TO INSTALL ANY REQUIRED SMOKE DETECTORS AND CARBO MONOXIDE ALARMS. FINAL INSPECTION WILL NOT BE APPROVED UNTIL THE INSPECTOR SEES THAT THE REQUIRED SMOKE DETECOTRS AND CARBON MONOXIDE ALARM(S) ARE INSTALLED WHERE REQ,UIRED. STRUCTURAL DESIGN THIS INFORMATION CAN BE FOUND ON STRUCTURAL SPECIFICATIONS OF THE STRUCTURAL DRAWINGS SHEET SN1, STRUCTURAL DESIGN BASIS, AND THE TITLE SHEET OF THE STRUCTURAL CALCULATIONS. (SEE STRUCTURAL FOR MORE INFO.) apn type: zoning: general plan occupancy: construction type: number of stories building code: legal: area of construction: height: setbacks: 207-053-17 residential rl-10000 rim-residential low-medium density r-3, u type vb. non-sprinklered 2 stories 2010 california residential code, 2010 california electrical code, california energy code, Lot 11. map 3019 carlsbad maximum: 35'-0" ; existing: 15'-6"; proposed: 25'-9" existing: front -54'-4", side north-6'-3", side south -5'-1 0", rear-33'-6" required: front-:20'-0", side north-7'-5", side south-7'-5", rear-14'-1 0" proposed: front -37' 1 ", side north - 6'-3", side south-5'-1 0", rear-33'-6" second floor side south-7'-1 0" II EXISTING HOME IS LEGAL NON-CONFORMING WITH RESPECT TO THE SIDE YARD SETBACK PART 4: THE 2010 CALI'ORNIA MECHANICAL CODE (CMCI !S BASED ONT HE 2009 UMC WITH STATE OF CALIFORNIA AMENDMENTS. PART 4: THE 2010 CALI'ORNIA PLUMBING CODE (CPC) IS 3ASED ON THE2009 UPC WITH STATE OF CALIFORNIA AMENDMENTS. FLOOR AREA ANALYSIS BUILDING AREA INFORMATION First Floor Level: existing conditioned remaining/renovated: new conditioned: I total conditioned First Floor: existing garage existing storage new covered deck Second Floor Level: existing conditioned: new n iti n total conditioned Second Floor: new deck Total Existing Renovated: Total Addition conditioned: Total Conditioned area: Existing Conditioned Area Demolished Existing Unconditioned Area Demolished Total Building Area at 1st Floor 1,704 sf 228 sf 1.932 sfl 434 sf 201sf 431 sf 1704 sf 1041 sf 27 45 sf 0 sf 0 sf 2567sf BUILDING COVERAGE INFORMATION Lot Area: 10.410 sf I Proposed Lot Coverage 2567/10.410 = 24.7% I Landscape Area Proposed 5120/10.410 = 49.1% TITLE SHEET SITE PLAN NCP 13-02 AO.l A0.2 Al.l A2.1 A2.2 A5.1 FIRST FLOOR PLAN-DEMOLITION FIRST FLOOR PLAN-NEW CONSTRUCTION SECOND FLOOR PLAN -NEW CONSTRUCTION EXTERIOR ELEVATIONS Cl C2 DRAINAGE AND STORMWATER PLANS DRAINAGE AND STORM WATER PLANS CITY OF CARLSBAD Administmtive Permit RECEiVED SEP 2 5 2013 CITY OF CARLSBAD PLANNING DIViSION CLIENT MR & MRS. STEVE AND WENDY FANUCCHI ARCHITECT TETA ARCHITECTURE, INC. 300 Carlsbad Village Drive Suite 108a-336 Carlsbad, CA 92008 STRUCTURAL ENGINEER PALOS VERDES ENGINEERING 663 valley Ave. Studio 101 Solo no Beach, CA 92075 CIVIL GAC ENGINEERING 725 Old Stage Road Fallbrook, CA 92028 contact: WENDY FANUCCHI contact: ALLAN TETA phone: 7 60 268 9090 fax: 760 268 9167 email: allan@tarchilecture.com contact: PAUL CHRISTENSON phone: 85B 509 8505 fax: 856 7 59 6324 email: paul@pvec.com contact: GREG CAUDILL phone: 7 60-594-4889 email: gcaudill.gac@gmail.com ENERGY CONSULTANT (TITLE 24) GALLANT ENERGY CONSULTING contact: MARK GALLANT 508 W. MISSION AVE. STE 201 ESCONDIDO, CA 92025 phone: 7 60 7 43 5408 fax: 760 743 5788 email: mark@title-24.com 3892 WESTHAVEN, CARLSBAD NTS ~ ·- PROFESSIONAl STAMP COr--. ~(Q <(OJ 1Bffi ~N • 0 CD .r--. 0 Jj i!lJO 0 OJ 50 OJ "Oro .Bco rJJ N .... 0 8~ § ~ @:· Telo Architecture Inc. These drawings ore n:>l vahd for cCJnstruction Ll1 e~s stomped and s1gned bv Teto Architecture. All ideo~, arow1rgs end ·,.mi-en "T~Oier,ols md1c::ltBd or repesent~d by ·h·~ dro..,.mg ore t"le p•operty of -etc Arch lecture, a~d were crea·ed, evol-.ed and developed for use on this project, ond sholl not be used b~ or disclosed to any pers::m ur bu~'ness for any purpoie w~o·~oe>·ec ""ithout the wr•lton pe·m·~sion by leta Aro::h;tedure UJ u z UJ c :1:: u u ::) z <C LL <( z (}::: 0 IJ_ -_J <( u ' 0 <( co ~ (}::: <( u PROJECT NUMBER. TA 1307 DOCUMENT LOG Bl7/13 CITY SUBMITTAL1 B/260~ NON-CONFORMING 1 9/251.13. NON~CONFORMIN\> 2 DOCUMENT TITLE TITLE SHEET DOCUMENT NUMB[R AO.l 0 I It ' ·, ) --.-r- 6 f------" AREA OF NOt•·C'>N">RMIIY/AT FIRSl FlO•OR__-ifll \ .J '\. ---- I I I - / / -1 / I I I L s16~-~~BK I I i ! / - L ---+-- --- \ ' ' \ \ \ ' \ \ \ \ \ \ """'"~~ ... -.... WE ./ / -/ --7,..._ _ ..... / / / /' / ---- .. -··· .. ···-· __ .... -- -, I I E B'-4" I !I I I I I I 1'-- 1 I~ I~ - (')': , ..... ~--AR" OF NON-CONfORMITY' AT FIR:ST FLOOR ifT.WOC>D FICNCI' ON MASONRY WAU. --- ---------------- ----------- I SITE PLAN SCALE: 1 "=1 0' -0" / ' occupancy: construction type: number of stories building code: legal: area of construction: height: setbacks: r-3. u type vb, non-sprinklered 2 stories 2010 california residential code, 2010 california electrical code, california energy code. Lot 11. map 3019 carlsbad maximum: 35'-0"; existing: 15'-6"; proposed: 25'-9" existing: front-54'-4", side north-6'-3", side south -5'· 1 0", rear -33'-6" required: front-20'-0", side north-7'-5", side south-7'-5", rear-14'-1 0" proposed: front-37'1", side north- 6'-3", side south -5'-1 0", rear-33'-6" second floor side south -7'-10" EXISTING HOME IS LEGAL NON-CONFORMING WITH RESPECT TO THE SIDE YARD SETBACK CLIENT MR & MRS. STEVE AND WENDY FANUCCHI ARCHITECT TETA ARCHITECTURE, INC. 300 Carlsbad Village Driv91 Suite 1 OBo-336 Carlsbad, CA 92008 STRUCTURAL ENGINEER PALOS VERDES ENGINEERING 663 Volley Ave. Studio 101 Solano Beach. CA 92075 CIVIL GAC ENGINEERING 725 Old Stage Road Fallbrook, CA 92028 contact: WENDY FANUCCHI contact: ALLAN lETA phone: 760 268 9090 fax: 7602689167 email: allan@tarchitec"ure.com contact: PAUL CHRISTENSON phone: 85B 509 8505 fox; 858 759 8324 email: poul@pYec.com contact: GREG CAUDILL phone: 7 60-594-4889 email: gcaudill.gac@gmalcom ENERGY CONSULTANT (TITLE 24) GALLANT ENERGY CONSULTING contact: MARK GAL-ANT phone: 760 743 5~08 SOB W. M~SION AVE. STE 201 fSCONDIDO, CA 92025 :ax: 7 60 7 43 5788 email: mark@litle-24.com CITY OF CARLSBAD Administrative Penni! ~~;;;;;--· --!JcF x;: oL· ·-------... KEYNOTES [1] EXISlNG DRIVEWAYTO REMAIN. 0 FACE OF CURB 0 EXISTING ELECTRICAL METER NCP 13-02 0 EXISTING FENCE/WALL TO REMAIN,TOTAL HEIGHT AS NOTED 0 BUI~DING OUTLINE AT FIRST FLOOR. 0 EXISTING SITE RETAINING WALL TO REMAIN [7] EXISTING HARDSCAPE TO REMAIN 0 EXISTING LANDSCAPE TO REMAIN .~EW DRAINAGE INFORMATION AND STORM WATER MANAGEMENT PER CIVIL PLANS FLOOR AREA ANALYSIS BUILDING AREA INFORMATION First Floor Level: existing conditioned remaining/renovated: new conditioned: I total conditioned First Floor: existing garage existing storage new covered deck Second Floor Level: existing conditioned: _new conditiooe.d:_ _ I total conditioned Second Floor: new deck Total Existing Renovated: Toto' Addition conditio~ed: Total Conditioned area: Existing Conditioned Area Demolis'~ed Existing Uncanditoned Area Demolished Total Building Area at 1st Floor 1.704 sf 228 sf r.~ 4 s 201 sf 431 sf 0 sf 813 sf 813 sf I 96 sf 1704 s' 1041 sf 27 45 sf 0 sf 0 sf 2567sf BUILDING COVERAGE INFORMATION Lol Area: 10.410 sf \Proposed Lot Coverage 2567/10,410-24.7% [§f)dsca pe Area Pro __ p_o_se_d __ 5_1_2_D_/_1 0_.4_1_0_-_49_._1 %_·~ FIRE NOTES 1. BUILDINGS UNDERGOING CONS;"RUCTION, ALTERATION OR DEMDLITIDI\ SHALL BE IN ACCORDANCE WITH CFC ARTICLE 87 {UFC/CFC SEC. 8701. 2. APPROVCD NUMBERS AND/OR ADDRCSSi:S S~ALL BE: PLACED ON ALL Nl:W AND EXISTING BUILDINGS AND AT APPROPRIATE ADDITIONAL LOCATIONS AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROADWAY FRONTING THE PROPERTY FROM EITHER DIRECTION OF APPROACH. SA!D NUMBERS SHALL CONTRI\ST WITH THEIR BAC<GROUND, AND SHALL MEET THE FOLLWOING MINIMUM STANDARDS AS TO SIZE: 4'' HIGH WITH A j• STROKE FOR RESIDENTIAL BUILDINGS. 3. GATES: ALL GATES OR OTHER STRUCTURES DR DEVICES, WHICH COULD OBSTRUCT FIRE ACCESS ROADWAYS OR o-HERWISE HINDER EMERGENCY OPERATIONS, ARE PROHIBITE) UNLESS THEY MEET STANDARDS APPROVE:> BY THE FIRE DEPARTMENT. GATES ACROSS FIRE ACCESS ROADWAYS SHALL BE AUTOMATIC AND EQUIPPE~ WITH APPROVED EMERGENCY KEY OPERATED SWITCHES OVERRIDING All COMMAND FUNCTIONS AND OPENS THE GATE{SI. GATES ACCESSING FOUR {4) OR MORE RESIDENCES OR RESIDENTIAL LOTS. OR GATES ACCESSING HAZARDOUS, INSTITUTIONAL, AND EDUCATIONAL OR ASSEMBLY OCCUPANCY GROUP STRUCTURES, SHALL ALSO BE EQUIPPED WI'H APPROVED EMERGENCY TRAFFICE CONTROL ACTIVATING STROBE SENSOR!SJ, WHICH Will ACTIVATE THE GATE ON THE APPROACH OF EMERGENCY APPARATUS WITH A BATIERY BACK-U? OR MANJAL MECHANICAL DISCONNECT IN CASE OF POWER FAILURE. ALL AUTOMATIC GATES MUST MEET FIRE DEPARTMENT REQUIREMENTS FOR RAPID, RELIABLE ACCESS. WHERE THIS SECTION REQUIRES AN APPROVED KEY-OPERATED SWITCH, IT SHALl Bl: DUAL KEYED OR DLALSWITCHES WITH COVERS PROVIDED TO FACILICATE ACCESS BY LAW ENFORCEMENT PERSONNEL. 4 THE ACCESSORY UNIT, UTILIZED FOR HABITABILITY, SHALL BE M.'JNT AINEO HABITABLE AT All TIMES AS DEFINED BY LOCAL FIRE DEPT. ORDINANCE. HABITABILITY INCLUDES; DWELLING SERVED WITH BASIC UTILITIES AND PROVISIONS FOR LIVING. SLEEPING. EATING, COOKING AND SANITATION. IF THE STRUCTURE IS FOUND NOT TO BE HABITABLE, A STOP WORK NOTICE WILL BE GIVEN. 5. FIRE SI~RINKLERS AUTOMATIC FIRE SPRINKLER SYSTEM-AN AUTOMATIC FIRE s~RJNKLCR SYSTEM SHALL BE INSTALLED AS 'ER N.f.P.A. 13J. THE MOST CURRENT EDITION SHALL BE USED AND THE ENCINIIAS FIRE DEPARTMENT POLICIES. DETAILED SPRINKLER PLANS SHALL BE SU9MITTED 10 THE FIRE PREVENTION BUREAJ AND APPROVED P~IOR TO INSTALLATION. PLANS AND INSTALLATION MUST BE BY A Cl6 LICENSED SPRihK.lER CONTRACTOR. LOCATION AND SIZE OF WATER SERVICE UNDERGROUND SHAJ. BE INSTALLED AS SHOWN ON APPROVED FlRE SPRINKLER PLANS. A MINIMUM 1 INCH WATER METER SHALL BE INSTALLE), A FIRE UNDERGROUND FLUSH CERTIFICATION SHALL BE REQUIRED K FINAL INSPECTION. A HYDRO JNSTPECTION OF THE FIRE SPRINKLER SYSTEM JS REQUIRED PRIOR T FRAME INSPECTION. ONLY THE NEW PIPING SHALL BE TESTED. SITE PLAN NOTES PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING, THE GRADE SHALL FALL A MINIMUM OF S% Wll-iiN THE FIRST 10 FEET {2% FOR IMPERVIOUS SURFACES) 2 SEE CIVIL DRAWINGS FOR FINISH GRADE ELEVATIONS. 3 ALL DIMENSIONS ARE TO THE FACE OF STUD OR GRIDLINE U.N.O. 4 SEE CIVIL DRAWINGS FOR POINT OF CONNECTIONS TO OFF-SITE UTILITIES. CONTRACTOR TO VERIFY ACTUAL UTILITY LOCATIONS. 5 SITE DRAINAGE. SLOPE MIN.j"/FT FROM All FOUNDATIONS. 6 GAS LINE SHALL NOT BE RUN IN GRADE UNDER ANY STRUCTURE OR COVCR, INC'.UDING LA DICE WORK, ETC. 7 PARKING AREAS AND DRIVEWAYS MUST BE SURFACED WITH A MINIMUM OF 2" ASPHALTIC CONCRETE OR EQUIVALENT. 8 DRIVEWAY SHALL BE CAPABLE OF SUPPORTING A LOAD OF 95,000 LBS. PROFESSIONAL STAMP © T E:io Architcd~.re Inc. These drowings ore not ve~l d for c:o"lslruction unless stamped cmd signed Dy.,. ~b ArLhilecture. All idees, drowrngs or:d wriHen '1'10teri:lls ndicoled o~ repreoented br tflis d'ow,ng a·e the prope1y of leta Arch,tecture, end were c"ected, evolved or1d developed for use on ·hrs P'Oiect, or1d shall not be used by or dtsclmeo to on~ persor o• business for ony pJrpose whotsoever wi•hout the written permission by Tete Arc:h'tecture LU u z LLI c ::J: u u ::) z <( u.. <( z ~ 0 l.L -_J <( u -0 <( OJ :3 ~ <( u ~ ~ UJ 0.. z 0 -t3 ::> ~ I- V) z 0 u C> z -:E ~ 0 II!.. z 0 u I z 0 z PROJECT NUMBER. TA 1307 DOCUMENT LOG 8/7/13 CITY SUBM!nAl1 ~/~6/q NONcCONF(l~MJN9 .1 9/~5/,13, NON-CONFORMING 2 . I<>O>:Uito\EINT TITLE SITE PLAN DOCUM!;NT NUMBER A0.2 13'-11" b ' 0- GAMEROOM 2-CAR GARAGE I I~ ~I 111 : -:T -+~ _j -'-, ( '\( '\ I ~~I ('\('\1 ~~-=I I J \ J 61'-9" 25'-6" 22'·4" --------------------+--------------·--------------- : -, I I I I I I I I I I I I I I I c_ _ _j KITCHEN 0 ,----, I REF I! I II C _______ j_ ___ j: ________________ J DINING 1 ';> " "' ,----- I ,--- I I I I I I I I I L ___ L _____ --::___.1_-=- NOOK L~_l:J Ill I I ~I BEDROOM #4 \ ( ll, -' BATH #1( 0 D " I I I I I I I I I I I II z I I I :::; II I II " I PANTRY:: IL ___ _ 00 ~---- 1 I 3 c=========================~l I I LIVING I ~ I II 'II i:L- 1 ii ;' II / -"" BEDROOM #3 BEDROOM #2 3 BEDROOM #1 1 1 1 I I I I I I II I I ~1'0 1'0 i=---~ ~-:::;r=========-============li -=-;r==========- 61'-9" \ 'DEMOLISH EXISTING WALLS. wJNDOWS. DOORS, CABINETRY. PLUMBING '-....._ AND ELECTRICAL AS NECESSARY !TYPICAL) REFER TO NEW CONSTRUCTION PLANS FOR ADDITIONAL INFORMATION. 41 '-9" -~ ~------ -~~ ... ----f- FIRST FLOOR PLAN -DEMOLITION SCALE: 1/4" = 1'-0" EXISTING WALLS TO REMAIN. ~..,--CONFIRM WITH NEW CONSTRUCTION PLANS 0 2' 4' SCALE: 1 I 4" = 1'-0" 8' I NCP 13-02 DEMO PLAN KEYNOTES DEMOLISH EXISTING PORTION OF WOOD STUD WALL AS NECESSARY. KEEP FLOOR FRAMING AND FOOTINGS INTACT, U.N.O. CONFIRM WITH NEW CONSTRUCTION PLANS FOR ADDITIONAL INFORMATION. DEMOLISH EXISTING CASEWORK. CONFIRM SALVAGE WITH OWNER. DEMOLISH EXISTING WINDOWS/DOOR DEMOLISH EXISTING FLOORING MATERIAL. DEMOLISH EXISTING INTERIOR FINISHES. CONFIRM WITH NEW CONSTRUCION FLOOR PLAN. FLOOR FRAMING AND FOOTINGS TO REMAIN AS NECESSARY. DEMOUSH ROOF. CONFIRM WITH NEW CONSTRUCTION PLANS FOR ADDITIONAL INFORMATION. WALL LEGEND EXISTING 2x4 STUD WALL, FULL HEIGHT c=======J DEMO 2x4 STUD WALl. FULL HEIGHT EXISTING 2x& STUD WALL, FULL HEIGHT r-------, "-------" DEMO 2x6 STUD WALl. FULL HEIGHT SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION DEMO PLAN NOTES COWRACTOR TO VERIFY ALL EXISTING CONDITIO.'IS PRIOR TO INSTALLATION AND BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT. CONTRACTOR TO VERIFY ALL ELECTRICAL, LIGHTI~G. TELECOM AND AV LOCATIONS WITH OWNER/ARCHITECT PRIOR TO INSTALLATION. CONTRACTOR TO CONFIRM WITH OWNER ALL ITEMS TO BE SALVAG:D PRIOR TO DEMOLITION. 1 CONTRACTOR TO SALVAGE AND STORE ANY MATERIALS REQUESTED BY OWNER. 2 ALL DIMENSIONS ARE TO FACE OF STUD OR GRID LINE U.N.O. FIELD VERIFY ALL DIMENSIONS. 3 CONTRACTOR TO PROTECT AND KEEP THE FLOOR SLAB CLEAN. ALL EQUIPMENT TO BE DIAPERED. 4 CONTRACTOR TO DEMOLISH ROOF STRUCTURE AS NECESSARY. COORDINATE WITH NEW ROOF PLAN. 5 ALL ELECTRICAL LIGHTING TO BE DEMOLISHED. CAP ALL WIRING. 6 DEMOLISH WALLS AS NECESSARY TO ACCOMMODATE PROPOSED NEW WINDOWS AND DOORS PER NEW CONSTRUCTION PLAN. 7 IF EXISTING WALLS ARE DEEMED UNUSABLE !ROTTED OUT. TERMITE INFESTED OR STRUCTURALLY UNSOUND) DEMOLISH AS NECESSARY. EXISTING FIREPLACE WALLS AND WALL CONTAINING ELECTRICAL PANEL TO REMAIN. PROFESSIONAL STAMP 8 9 N . Ol 8! 6~ .t D.C .8!2 rJJQ 8~ CDr--. 18\!l 'Ol ~al oco ~N • 0 co .f'. 0 ~ ID 8'o >l3 Ol Dro _8co rJJN -co oco Ur--- g ~ ·:~:> Teto Architecture Inc. T:-.ese drawings ore not valid for construction unless stomped end signed by Tela Architecture, All1doo5, drawings and written materials hdicoted or represented by this drawing are ·he pro,:~erty of Tela Architecture, and were ueotsd, evolved and developed for use on this project, and sholl not be used by or disclmed to a fly person or bJSlneu for any purpose whCJtsoe\ler w.tho~,.t the wrltlon permission by T eto Archifeclure. 11.1 u z 11.1 c V) 11.1 ~ J: u u ::) z <( ..... <( z 0!::: 0 LL _J <( u • 0 <( ()') (/) _J 0!::: <( u i--:E !:¥ w Q.. z 0 -i-u ;:) !:¥ i- ll') z 0 u (.!) z -:E !:¥ 0 61.. z 0 u ' z 0 z PROJECT NUMBER. TA1307 DOCUMENT LOG B/1113 CITY SUBMITTAL I B/~6/13 ~ONcCOWORMING I . 9/25/13 NONcCONFORMING 2 DOCUMENT TITLE FIRST FLOOR PLAN· DEMOLITION DOCUMENT NUMBER A 1.1 @---- @---- @---- ..... 2 ..... AS.l r @--- @---- 0 0 61 '-9", V.I.F, ®@) I I ! I 13'-11", V.I.F. 25'-6", V.I.F. 6'-4)'2" ..... /- ' I .......... ' ... ···-······· .............. 1---'-3 __,~ 3 _ ______ ____ _ _ ~!-~ . "\.As.l r ,.. ...... I r-6'-IIY,", V.I.F. A-r ~--------rr=====~~~7~====~====~ --'k----'k-!_. u.: ~ u.; > ·-..... ·-············-.- " . ' "' 1---. 0 I 22'-4", V.I. F. 6'-9Y," BEDROOM #4 ----r::::;:..-- 0 9'-0)',", V.I.F . ~-" 4'-4", V.I.F. v1 ~ ---------------- I 8 u.: > STORAGE ~ i 4'-9)'; 2-CAR GARAGE 23 FAU ~~~========~'====~ t--" .................. I I '--+-f---' ~' ~~0 19 I I I I I I I I L lllllll·.'f--:-. -+----., ~ .. REF --11 :DES! 'it;N-~ I I I -UP I +--++-r-r-~~-~~-r-. I "' I'\ ~---UP ~ > b 6'-7,l-2" 1'-6" 6'-8" I I . -- i 16'-6" 9'-D" I ~ ti~~~-~ -r-----------------,-------iL----------~~~------~,---~,---- 20'-0", V.I. F. G A ... l\,. AA u E AS.l ~ ~ BEDROOM #3 ~ 8\ 8-H"'-----6-'-2!'2_" --1'-11'- ·, 'I 1>•-6)!,• V.I. F. 12'-l)t,", V.I.F. I 6 FAMILY I" ~· 16'-31;," ---,---------------~---'+ 0 0 1 FIRST FLOOR PLAN-NEW CONSTRUCTION SCALE: 1 /4" = 1 '-0" ------® ·' "' -----@ 'ift . ' ---' ··--·~·-·· ·····[ ... ..... ------® ··-------07 ----08 ------@ 0 2' 4-' 8' _.. I 1-111111111 SCALE: 1/4" = 1'-0" ~ G @] [!!] l2!J G 0 ~ ------.. ·--- NCP 13-02 KEYNOTES HARDSCAPE PER LANDSCAPE DWGS. SLOPE AWAY FROM HOUSE 114; 12MIN. STONE BASE WiTH WOOD POST PER ELEVATION NEW WOOD CASEWORK. UPPER CABINETS SHOWN DOTTED IF PROPOSED. ARCHWAY /SOFFIT CLOSET ROD(S) & SHELF. VERIFY W/ OWN:'RIINTERIOR DESIGNER. NEW FIREPLACE, LENNOX CRESTLINE .SBV 4226. ANSI Z21.50b, PROVIDE SPARK ARRESTOR SV4.5 HT-2, OR EQUAL. INSTALL PER MANUF. SPECS. NEW PLUMBING FIXTURES PER OWNER. PROVIDE (1) NAVIEN NPE-240A. OR EQUAL, PER ANSI Z21.10.3. EXTERIOR UNIT. PROVIDE MIN. 112"GAS LINE. (CONFIRM WITH MANUFACTURER'S SPeCIFICATIONS AND TITLE 24). (l) F.A.U.: RHEEM RGPN05NAUER/2.5T :Qi 2ND CEILING (VERIFY WITH TITLE 24). COMBUSTION AIR VENTTHROUGH ROOF. Y:i' MAX. ELEVATION CHANGE ATTHRESHOLD NEW STAIR. CONFIRM WITH ARCHITECT. MULTI-PANEL SLIDING GLASS DOOR PROVIDE RECESSED PLUMBING HOOK UP FOR WASHER. PROVIDE 4"121 MIN. DRYER VENT TO EXTERIOR EQUIPPED WITH A BACK-DRAFT DAMPER. DUCT LENGTH IS LIMITED TO 14' WITH 2 ELBOWS +42" WOOD GUARD RAIL. RAIUS TO BE SO THAT A 4" SPHERE CANNOT GO THROUG-i. ROOF BELOW (SEE ROOF PLAN FOR ADDITIONAL INFORMATION) CLASS 'A' MER-KO SHUR-DECK WATERPROOF DECKING OVER DECK & L'VING SPACE ICC-ES ESR-2897, OR EQUAL. EXTE'<IOR STEPS NEW APPLIANCES PER OWNER. NEW HANDRAIL AT MIN 34" ABOVE TREAD. DECK DRAIN WITH OVERFLOW PER DE1AIL 4/AD.3 UNDER FLOOR l4X6 VENT WITH CORROSION-RESISTANT WIRE MESH. PROVIDE SO THAT ~HE MIN. NET AREA OF VENTILATION OPENiNGS SHALL NOT BE LESS THAN 1 ~0SQ. FT OF CRAWL SPACE AREA~ 142sl ~ 4 VENTS MJ.'J. EXISTING FAU TO REMAIN LAUNDRY SHOOT. CONFIRM WITH OWNER SHOWER SEAT. WALL LEGEND I''''''''''' ······ I 2x4 STUD WALL, FULL HEIGHT @ @ SIDING STUCCO fi<xxxxX3 2x6 STUD WALL, FULL HEIGHT @@ SIDING STUCCO SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION FLOOR PLAN NOTES l PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING. THE GRADE SHALL FALL A MINIMUM OF 5% WITHIN THE FIRST 10 FEET 12% FOR IMPERVIOUS SURFACES) 2 ALL DIMENSIONS ARE TO FACE OF STUD OR GRIDLINE U.N.O. 3 ALL EXCERIOR WALL SHALL BE 2X6@ 16" O.C, UNLESS NOTED OTHERWISE. 4 PROVIDE 5 AIR CHANGES PER HOUR FOR LAUNDRY AND BATHROOM VENTILATION. 5 AITICIUNDERFLOOR INSTALLATION MUST COMPLY WITH SECTIONS 904, 908, A.~D 909 OF THE CMC. 6 PROVIDE 30" UNOBS~RUCTED WORKING SPACE IN FRONT OF FURNACE 7 STATE HEALTH A\ID SAFETY CODE SEC. 17921.9 BANS THE USE OF CHLORINATED POLYVINYL (CPVC) AND CROSSLINKED POLYETHELYN (PEX) FOR INTERIOR WATER SUPPLY PIPING. B CONTRACTOR TO VERIFY ALL RECOMMENDATIONS PER SOIUS REPORT. 9 MAXIMUM FLOW RATES SET BY THE CALIFORNIA ENERGY COMMISSION: WATER CLOSET-1.6 GPM, SHOWER HEADS-2.5 GPM, LAUNDRY FAUCETS- 2.2 GPM, SINK FAUCETS-2.5 GPM. I 4 WATER CLOSETS REQUIRE A 4" SOILS I WASTE LINE PER CPC I INSTANTANEOUS WATER HEATERS AR:O NOT )IRECT REPLACEMENTS FOR CONVENTIONAL TANK TYPE WATeR HEATERS. CONFIRM AND INSTALL PER MANUFACTURER'S SPECS, SMOKE DETECTORS I CARBON MONOXIDE DETECTORS SHOW\/ ON REFLECED CEILING PLAN PROFESSIONAL STAMP rD~ gj(Q <(Dl roco om ~N • D co -~ 0 ll Q) Olo J:lm 50 D) Dco _8co UJN 'CQ B~ 8 i @ Telo Architecture Inc, These drawings ore not valid for const·uction unless stomped end signed by Telo Architecluce. All iJeos, drawings ond w•i11en materials indicated or r~presented ~y this drawing ore the property ofT ei:J Architecture, and were creolcd, :::~ol~·cd ond deve oped for tJSfl on f1i~ projoci, ond shall not be used b\' or disclosed to ::my person or bu~im::ss for any pJrpose wlmtsoever without the writt~n permission by .,. eta Architecture. UJ u z UJ c J: u u :l z <( LL. PROJECT NUMBER DOCUMENT LOG <( -z 0:::: 0 LL _j <( u ' 0 <( cQ ~ 0:::: <( u • 1..1- 0 >-1--u TA1307 ..... 8/7 !13 CITY SUBMITTAL I B/26/.l ~ ~ON-CONFORMING I . 9/25/.13 NON-CONFORMING 2 DOCUMENT TITLE FIRST FLOOR PLAN • NEW CONSTRUCTION DOCUMENT NUMBER A2.1 ®---- @----- @--- A6.1 ...... /2 AS.l @--- A6.1 07 -- 08 -- ®--- I I I I I I l I I l I I I I I I I I I I I I I t· .. I I I I l . ···-··t .... 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 L_ ___________________ _ I b I --1 I I I 1--------------- A6.1 19'-5" ,----------------~------------------------·--------------------l I i I I ' I I I I I I I I I I T~ ! I I I I I ~9 9" I I I 5 , ...... ,. 20'-4" II'J 1'-6)/," I. ----,f-- 1'-4" ' ,--:----, . ' ... L:::i.:::.J . (b I --·············I·· ..... , I ----------------------------------+-------.. ----·c::.:. ___ :_l-: ::--· --+:_ ---------l I I I ...... /':. .... I I I ! I I I ~ I : I -@Jj 'i,"' m:jip:JSH!!!:O!!!:Esm_ !!!!!!!:l-hli<_:__'L~IN~ @·FL~I ~=;;:;ll!·!].rrb::···~----~~~--t-~ e~ J sA'~ iA 7 ~-: MAS i:R BATH~ '\7 ... , ( J : Q ' 3 !' 9, I~ ;__ +--'--------+---+--------------'--~[~- ' I I 14'~W2" I ~ . ' "' '-I -' N _________ __,_ _____ -,------ b . ' "' ~ 2'-J)i{ ..... ... lt--1---HI 2'-:f." : I I I I I ...... : : 111,1 I -l-- .I n· --·· l I 4 MASTER BEDROOM i I .. B-! ' 12'-7(2" ®\7'-0" l 7'0" ~ ~ lr="'--"'-·· .CC ... c:: ... c:: ..... ~------~--:----=-:~ =====-----~------------~-; ... ;. ~-~~;::;;=.=+ .. :~ __ =:;:;::;:;::,~.; .. ~. t--L--'k---... '? "' c· OPEN 0 BELOW ... j .............. ... ,, t , , I , i ' 't 'I 1: '. i ill IT I I I LOfT I' i . ' ' i ~~ j ! I I' ' ' I ' ' : i : I I i : i 'I i i ' I i i 1 i : !I i ! : ; ~ ; l ! ! I ! I ' ! '. I' ,q~C(:~i ! \__I : I ; ! I II /r: i 1 1 I';: i ,'ill:J I -3'-~-6.-' +-+-2--.:N ~ w ~1 ' i ( 8 I ~t!\ ! . i . ! . fnW ~ · --------~~· ~-~~~3 ~l ~l:ir~--~-~-~~~t==.:::: ....... :::: ..... =. --~o~Es~K:::: .. -=f-.:::: ... =---=-.. :::: .. :::: .... ~. i=E~~k===~ ~1~~LUil~U~~Jll__'t:Ww! ~~-, ~ ~~~--------~~ ··~:~~-~---··~~~~~=mBE~~~~--~~+,-4--~--~------------------~--~------~~~ ~~ ~ f6> i I I I I I I I I 0 cb I I I I I 2'-1JY,· I I I I I I .......... L--~-- 0 I 2-ilY." 4'-~'1 i -----------------------------;;r--- 16' 6" / --------+---·------·----------------------------------------1 ..... 9' -rJ' 14' -3JI2' l .A 1 AS.l I I I I 44 I I I cb SECOND FLOOR PLAN -NEW CONSTRUCTION SCALE: 1/4" = 1 '.(J' I I I I 0 ·--------® ------@ ·········--··--~--@ ~/' 4 ''\, A5.1 --~--@ I -----® -----@ I ----07 ----08 ............... ____ -® 0 2' 4' 6' ~~~--! SCALE: 1/4" = 1'-0" NCP 13-02 KEYNOTES HARDSCAPE PER LANDSCAPE DWGS. SLOPE AWAY FROM HOUSE 1/4: 12 MIN. STONE BASE WITH WOOD POST PER ELEVATION NEW WOOD CASEWORK. UPPER CABINETS SHOWN DOITED IF PROPOSED. ARCHWAY /SOFFIT CLOSET ROD(S) & SHELF. VERIFY W/ OWNER/INTERIOR DESIGNER. NEW FIREPLACE. LENNOX CRESTLINE LSBV 4226, ANSI Z21.50b, PROVIDE SPARK ARRESTOR SV4.5 HT-2, OR EQUAL. INSTALL PER MANU F. SPECS. NEW PLUMBING FIXTURES PER OWNER. PROVIDE {l) NAVIEN NPE-240A, OR EQUAL, PER ANSI Z21.1 0.3. EXTERIOR UNIT. PROVIDE Ml.'-1. 1/Z'GAS LINE. (CONFIRM WITH MANUFACTURER'S SPECIFICATIONS AND TITLE 24). 0 (I) F.A.U.: RHEEM RGPN05NAUER/2.5T@ 2ND CEILING (VERIFY WITH TITLE 24). COMBUSTION AIR VENT THROUGH ROOF. Y," MAX. ELEVATION CHANGE ATTHRESHOW NEW STAIR. CONFIRM WITH ARCHITECT. MULTI-PANEL SLIDING GLASS DOOR PROVIDE RECESSED PLUMBING HOOK UP FOR WASHER. PROVIDE 4"0 MIN. DRYER VENT TO EXTERIOR EQUIPPED WITH A BACK-DRAFT DAMPER. DUCT LENGTH IS LIMITED TO 14' WITH 2 ELBOWS +42' WOOD GUARD RAIL. RAILS TO BE SO THAT A 4" SPHERE CANNOT GO THROUGH. ~ ROOF BELOW !SEE ROOF PLAN FOR ADDITIONAL INFORMATION) G G G ~ 0 §] CLASS 'A' MER KO SHUR-DECK WATERPROOF DECKING OVER DECK & LIVING SPACE ICC-ES ESR-2897, OR EQUAL. EXTERIOR STEPS NEW APPLIANCES PER OWNER. NEW HANDRAIL AT MIN 34" ABOVE TREAD. DECK DRAIN WITH OVERFLOW "ER DETAIL 4/AD.3 U"JDER FLOOR 14X6 VENT WITH CORROSION-RESISTANT WIRE MESH. PROVIDE SO THATTHE MIN. NET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN 1JijSQ. FT OF CRAWL SPACE AREA= 142si = 4 VENTS MIN • EXISTING FAU TO REMAIN LAUNDRY SHOOT. CONFIRM WITH OWNER SHOWER SEAT. WALL LEGEND I · '""I""'"'"' ..... I 2x4 STUD WALL, FULL HEIGHT l/13\ I)(XXXXXl 2x6 STUD WALL, FULL HEIGHT IY SIDING STUCCO 1/u) L"1U ~~~ SIDING STUCCO SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION FLOOR PLAN NOTES 1 PROVIDE POSITIVE DRAINAGE AWA YFROM THE BUILDING. THE GRADE SHALL 'ALL A MINIMUM OF 5% WITHIN THE FIRST I 0 FEET (2% FOR IMPERVIOUS SURFACES) 2 ALL DIMENSIONS ARE TO FACE OF STUD OR GRIDLINE U.N.O. 3 ALL EXTERIOR WALL SHALL BE 2X6@ 16" O.C. UNLESS NOTED OTHERWISE. 4 PROVIDE 5 AIR CHANGES PER HOUR FOR LAUNDRY AND BATHROOM VENTILATION. 5 AniC/UNDERFLOOR INSTALLATION MUST COMPLY WITH SECTIONS 904, 908, AND 9C9 OF THE CMC. 6 PROVIDE 30" UNOBSTRUCTED WORKING SPACE IN FWNT OF FURNACE 7 STATE HEALTH AND SAFETY CODE SEC. 17921.9 BANS THE USE OF CHLORINATED POLYVINYL (CPVC) AND CROSSLINKED POL YETH ELYN jPEX) FOR INTERIOR WATER SUPPLY PIPING. 8 CONTRACTOR TO VERIFY ALL RECOMMEN:lATIONS PER SOILS REPORT. 9 MAXIMUM FLOW RATES SET BY THE CALIFORNIA ENERGY COMMISSION: WATER CLOSET -1.6 GPM, SHOWER HEADS-2.5 GPM, LAUNDRY FAUCETS- 2.2 GPM, SINK FAUCETS-2.5 GPM. I 4 WATER CLOSETS REQUIRE A 4" SOILS I WASTE LINE PER CPC l INSTANTANEOUS WATER HEATERS ARE NOT DIRECT REPLACEMENTS FOR CONVENTIONAL TANK TYPE WATER HEATERS. CONFIRM AND INSTALL PER MANU'ACTURER'S SPECS. SMOKE DETECTORS I CARBON MONOXIDE :lETECTORS SHOWN ON REFLECTED CEILING PLAN PROFESSIONAL STAMP © T elo Archileclure Inc. These drowi"lgs are rot valid for construction unless stamped and 5igned by T eta Architecte~re. All ideas, drawings ond writien moler:o:s indicated ar representeo by this drowhg ore the properf)l of Tete Architecture, :::md were created, evclved and developed for u~c on thls project, and s!ioll not be used by or dis:::losed to any person or business for any pucpose whatsoever without the writte."l perr1isston by Tete Architadure. LU u z LU c :I: u u :;) z <( II <( -z 0!::: 0 LL. _J <( u ' 0 <( co ~ 0!::: <( u 1--::!: t¥ w Q.. z 0 i= u ::::;) t¥ I-V) z 0 u ~ z -::!: t¥ 0 u.. z 0 u I z 0 z PROJECT NUMBER:, TA 1307 DOCUMENT LOG 8/7/13 Clli' SUBMITTAL 1 8/1!6/ 13. J'!O,NcCONFOR_MIN~ I 9/25/13 NONcCONFORMING 2 . DOCUMENT TITLE SECOND FLOOR PLAN • NEW CONSTRUCTION DOCUMENT NUMBER A2.2 NORTH ELEVATION SCALE: 1/8" = 1'-0" i SOUTH ELEVATION SCALE: 1 /8" = 1' -0" PERSPECTIVE SCALE: NOT TO SCALE LINE OF EXISTING GRADE AND PROPOSED GRADE F.F. 260.32 T.O. RIDGE PERSPECTIVE T.O. RIDGE F.F. 260.32 WEST ELEVATION SCALE: 1/8" = 1'-0" T.O. RIDGE M ' ~ EAST ELEVATION SCALE: 1 /8" = 1'·0" PERSPECTIVE 0 4' B' 16' SCALE: NOT TO SCALE NCP 13-02 KEYNOTES FINISH GRADE PER CIVIL. SLOPE AWAY FROM HOUSE@ 2% MIN. VERIFY LOCATION OF HARDSCAPE WITH LANDSCAPE PLANS. WOOD SIDING PER LEGEND WINDOW I ::>OORS PER SCHEDULES SHT A3.1 EXTERIOR SHUTTERS PER LEGEND. ENTRY DOOR PER OWNER CLASS 'A' ASPHALT SHINGLE ROOF PER LEGEND STANDING SEAM METAL ROOFING 'ER LEGEND WOOD RAILING@ 41' AFF. RAIL SPACING SO -4'' SPHERE CANNOT PASS THROUGH. STONE VENEER WOO:> OUTLOOKER. SIZE AS NOTED. EXT. ELEVATION NOTES ALL DIMEr·.JSIONS ARE TO FACE OF FRAMING (U.N.O.J. 2 WRITTEN DIMENSIONS TO PREVAIL OVER SCALE OF DRAWINGS, CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF WORK. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPENCIES 3 4 5 6 ALL DETAIL REFERENCES ARE TYPICAL AND APPLY TO ALL SIMILAR CONDITIONS, WHETHER SPECIFICALLY REFERENCED OR NOT. All EXPOSED METAL AND FLASHING TO BE COMPATIBLE WIT~ GUTTERS. SEE ROOF PLAN. SHEET A4.1. FOR GUTTER A~C DOWN SPOUT LOCATIONS. ALL W,NDOWS AN;) DOORS TO HAVE 6'-8' HEAD HE,GHTS U.N.O. EXT. ELEVATION LEGEND 0 REFERENCES EXTERIOR FINISH PER FINISH LEGEND BELOW EXTERIOR FINISH LEGEND NOTE COLOR 0 CASTLEWOOD GRAY ROOf (B) STEE. GREY MANU F. GAF CUSTOM REMARKS GAf DESIGNER SHINGLE, WOODLAND. METAL STANDING SEAM. POWD:R COATED PROFESSIONAL STAMP ·~ T sla Architecture Inc. -.:.e,e drowings ore no' volid for construction unless stomped and signed by: elo Art:hi-ecture. All idso5, drow1ngs and written rroleriols hdicotcd or represented by this drawing ore the pro,aerty of Tela Archite=ture, and were creotod, evolved and devBioped for use on this prnjer1, (lf1d shall not be used by or di&closed to onv person or b<.~sinen for any purpose whotsoe~er w:thout 'he written permission bv T eta Architecture. LLI~ Uo z~ LLI~ c~ - -1 C[} . (/) V)o2 LLIG Or::: I :I: u u :) z <( u.. 1--=E Qt:: w fl)... z 0 -u ::> Qt:: I- V') z 0 u ~ z -:! Cl!:: 0 U-z 0 u ' z 0 z PROJECT NUMBER TA 1307 ROOF @ CLW 1D3DW, CuSTOM ~--~~--~~~~~----~~~-----t~~~~~-----11DOCUMENTLOG CEDAR SHINGLES GREY B/7/13 CITY SUBMITTAL] SIDING (D) GREY. TBD C~STOM ~--:_;=,;,~--~-:-::=-=------~~~-----+=~:-:-c:-:-----------11 B/26/13 NON,CONFORMING 1 EXPO OR EQUAL STUCCO 0 BLACK DOORS B. WIN:)QWS 0 CLW ID29W, GREY-WHITE RAFTE'1S/ FAS:::IA @ BLACK I DARK GREY PER BENv\S I COLUMNS CLIENT 0 BLACK I DARK GREY PER ACCENT CLIENT 0 GREY/BEIGE s-oNE TBD fRAZEE FRAZEE FRAZEE CUSTOM MARVIN WJt,·DOWS OR EQJA_ .. EXPOSED RAFTERS AND ~ECK fASCIA ALL EXTERIOR BEAMS, COLUMNS SHUTTERS TBD, CONFIRM WITH ARCHITECT I OWNER 9/25/13 N0.'J<:0N'0RMI.NG2 DOCUMENT TITLE EXTERIOR ELEVATIONS DOCUMENT NUMBER SCALE: NOT TO SCALE AS 1 L-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------SC_A_L_E_:l_/8_"_=_1_'-0_" ______ ~------~------~------~----------~ e GRADING NOTES: WORK LIMITATIONS: 1. ALL GRADING MONDAY TI1ROUGH FRIDAY -7:00 AM TO 6:OOPM EACH DAY. NO EART/1 MOVING OR GRADING OPERTATIONS SHALL BE CONDUCTED ON T11E SITE ON SATURDAYS, SUNDAYS OR LEGAL HOLIDAYS. GENERAL SITE 8EOUIREMENTS: 1. ALL GRADING AND IMPROVEMENTS SHALL BE AS PER APPROVED PLAN. THERE SHALL BE NO CHANGE FROM TI1E APPROVED PLAN WITHOUT PRIOR APPROVAL BY THE CITY ENGINEER. 2. NO CUT/FILL OR OTI1ER WORK IS ALLOWED BEYOND TI1E SITE PROPERTY LINE UNLESS A LETTER OF PERMISSION TO GRADE HAS BEEN OBTAINED FROM THE AFFECTED PROPERTY OWNER. 3. ALL EXCESS EARTH MA IER/ALS SHALL BE HAULED OFF THE SITE. PRIOR TO HAULING, A "HAUL ROUTE PERMIT" NEEDS TO BE OBTAINED FROM TI1E ENGINEERING DIVISION. 4. NEITHER LEGAL ACCES NOR EMERGENCY ACCESS SHALL BE BLOCKED AT ANY TIME. 5. ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, REQUIRES A CONSTRUCTION CERTIFICATE. ALL CONSTRUCTION WIT/1/N mE PUBLIC RIGHT OF WAY SHALL BE PER SAN DIEGO REGIONAL STANDARD DRAWINGS. 6. PUBLIC RIGHT OF WAY SHALL BE KEPT BROOM CLEAN. 7. ANY DAMAGE WHICH OCCURS AS A RESULT OF CONSTRUCTION ACTIVITY TO PRIVA IE ROADS, DRIVEWAYS, PRIVA IE PROPERTY OR CITY RIGHT OF WAY, WILL BE mE RESPONSIBILITY OF THE DEVELOPER CONTRACTOR TO RESOLVE PRIOR TO RELEASE OF BUILDING OCCUPANCY AT THE CITY ENGINEERS DESCRETION. B. SLOPES SHALL BE 2: 1 MAXIMUM, COMPACTED TO 90:; DENSITY, ALL SITE TRENCH BACKFILL OR OmER GRADING SHALL BE COMPACTED TO 90 % DENSITY UNLESS OTI1ERWISE SPECIFIED IN THE SITE SOILS REPORT. 9. EARTI1EN SWALES SHALL BE 1% MINIMUM EVEN AND CONS/STANT FALL FOR LOT DRAINAGE. 10. mE SITE SHALL BE PROTECTED FROM EROSION AND SEDIMENT CONTROLED ON mE SITE TI1ROUGHOUT THE CONSTRUCTION PERIOD. 11. CALL USA MARK OUT AND DIG ALERT PRIOR TO ANY TRENCHING ON PUBLIC OR PRIVATE PROPERTY. 12. AN ENCROACHMENT PERMIT FROM TI1E CITY ENGINEER SHALL BE REQUIRED FOR ANY WORK WlmiN THE EXISTING CITY RIGHT OF WAY. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT STEVE FANUCCHI AT (703) 848-2127 , 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING TI1E RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WlmOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO T11E SATISFACTION OF T11E CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. mE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES W/1/CH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS TI1AT ARE UNSAFE OR ARE POTENT/ALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER mE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. B. GRADED AREAS AROUND TI1E PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT mE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT TI1E END OF EACH WORKING DAY W11EN mE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT ( 40%). S/L T AND OmER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. SOURCE OF TOPOGRAPHY: FIELD SURVEY PERFORMED BY GAC ENGINEERING AND LAND SURVEYING, APRIL 11, 2014. THIS IS NOT A BOUNDARY SURVEY. CHANGE N . DESCRIPTION APPROVE DATE --· -·--- STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES: BENCHMARK CONCRETE WASHOUT CONTRACTOR SHAI:_L ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND mE LIKE INTO THE STORMWA TER CON'VEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIIGNA TING mE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONISTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRIESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND/OR CORRUGATED STEEL PANELS/PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCT/DIN VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANIT SURFACES SUCH AS EROSION CONTROL MATS, ADEOUA TE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATI1ER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND mE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY Wl1EN ABSOLUTELY NECESSARY. LARGE PROJECT.S SHALL IBE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF mE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; lfHEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION /S NOT IMMEDIA TEl!. Y PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY' PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON-SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPIII..LAGE. CONTRACTOR SHALL STORE mESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWA TER FROM STOCKPILES KEPT ON-SITE. STOCKPILES MAY INCLUDE SOIL, PARING MA TER/ALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATEID AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN/ INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES W/10 PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER($) AND TI1E PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWA IER REQUIREMENTS AND TI1EIR OWN RESPONSIBILITIES. WASTE MANAGEME'NT CONTRACTOR SHAilL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON m£ GROUND, WHERE WATER CAN CARRY mEM INTO mE CONVEYANCE SYSTEM /S STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWAIER. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT mE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS S;HALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WlmiN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED Wlm TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINT.S, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND mE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CON TRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL mAT MAY HAVE TRAVEI!..ED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWA TER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT TI1E ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. SCALE SPECIAL DISTRICT APPROVAL VICINITY MAP NTS DECLARATION OF ENGINEER OF WORK: THE UNDERSIGNED ENGINEER AGREES mAT THE WORK PERFORMED BY mE ENGINEER SHALL COMPLY Wlm THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF mE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES mAT THE WORK PERFORMED HEREIN SHALL BIO IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY TI1E CITY OF ENCINITAS, TO VHE EXTENT mAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES mAT ANY PLANCHECK OR REVIEW PERFORMED BY TI1E CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY mE CITY OF ENCINITAS OF mE TECHNICAL SUFFICIENCY OR ADEQUACY OF mE PLANS OR DESIGN AND IT mEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED mEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM TI1E NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING Wlm/N THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF T11E WORK PERFORMED BY THE ENGINEER. SIGNA TURE:~---::==~-o-~~;;-;---GREGORY A. CAUDILL DATE .. · _______ _ GAC ENGINEERING AND LAND SURVEYING 725 OLD STAGE ROAD #7 760-594-4889 RCE C-60957 Expires 12-31-2014 IMPERVIOUS AREA NEW CONSTRUCTION IMPERVIOUS AREA: 695 SOFT IMPERVIOUS AREA REPLACED: 60 SQFT IMPERVIOUS AREA REMOVED: 0 SOFT NET INCEASE IN IMPERVIOUS AREA: 635 SQFT TOTAL LOT AREA: 10358 SF, 0.24 AC ENGINEERING DEPARTMENT APPROVALS LEGEND: BOUNDARY: ORIGINAL LOT LINE LOT 10: EXISTING CONTOUR: OVER HEAD POWER LINES: 011P ROOF DOWN DRAIN: FLOW ARROW: NEW 4" PVC DRAINAGE SYSTEM @ 1.0%: 3' WIDE CONVENTIONAL VEGETATED SWALE: PROPOSED ADDITTION TO BUILD FOOTPRINT: OWNER/ APUCANT: STEVE AND WENDY FANUCCHI 3892 WESTI1A VEN DRIVE, CARLSBAD, CA 92008 ENGINEER: GAC ENGINEERING AND LAND SURVEYING 725 OLD STAGE ROAD #7 FALLBROOK, CA 92028 760-594-4889 ASSESSOR'S PARCEL NO.: 201-05J-11 EARTHWORK: TOTAL: CUT: FILL: EXPORT: 55 c. Y. 55 C. Y. 0 C. Y. MAX. HEIGHT OF CUT: 3 FT. MAX. HEUGHT OF FILL: 3 FT. • ----o- .. EARTI1WORK PROPOSED WITH T/1/S PROJECT IS FOR OVER-EXCAVATIONS AND RECOMPACTION FOR PREPARATION OF STRUCTURAL FOUNDATIONS. EARmWORK QUANTITIES ABOVE INCLUDE EARTHWORK OUTSIDE OF THE PROPOSED BUILDING FOOT PRINT TO FACILITATE POSITIVE FLOW OF DRAINAGE OVER EXISTING GRADE ONLY. CITY OF CARLSBAD· DRAWING NO. ~ 1----+---------------+----t------j DESCRIPTION: MANHOLE Rl\-1 #4 DATE: 7-31-13 ~1----+---------------+----t------j LOCATION: II~T. WFSTHAVEN AND WODCVALE HORIZONTAL: 1"~10' RECOMMENDED: APPROVED: DRAINAGE PLAN FOR: -D E! 1-----+-------------t-----t-----j GREGORY A. CAUDILL R.C.E. NO.: C-60957 ~ RECORD FROM: PLAN FOR SANITARY SEWER VERTICAL: N.A ENGINEER'S NAME SHEET 1 OF 2 j~t==-===-===-===~]tc-===-===-===-===-===-===-===-===-===-===-===-===-===-===-===-=~t-===-===-===-=4j-===-===-===-=~:iJE~L~E~VA~TJIO~N~:~2~4t7~.1~3==~D~RA~W~IN:G~N=0~.~1~24~--1~0j_ ________________ l_ ____________________________ l_ ______________________ ~EX~P~.:==1=2-=J=I=-='4~--l_D_A_T_E ____________________ oA_T_E ________________ _L ____________________________________________________________ ~--------------~ ,!; t-DATUM: NAVDBB FANUCCHI RESIDENCE ADDITION 3892 WESTHAVEN DRIVE APN: 207-053-17 ~- 8-1-13 £ < ~ a u c :; • -l t ' ~ ~ a u u ~ £ < u l • ~ EROSION CONTROL LEGEND: GRAVEL BAGS CD38 STABILIZED CONSTRUCTION ENTRANCE SILT FENCE SC-1 ' / ',---.\ ') ... ~,/ (;_,'tl' VJCTNJTY MAP CHANGE NO. DESCRIPTION TC-1 D i " // // /I // ! i i D APPROVED D DATE \ \ \ ' i ________ +-----------------------------~------~------~ 8-1-13 ------- ' ' ' \/ f II I' . r J , i/ // '! ! ! / / ! ' ! / ' -...... ---·-.. -----~l ' ' ' \ I I I \ \ \ \ ) ' !i il BENCHMARK / f I / / / DESCRIPTION: MANHOLE RIM #t.. ' ' I LOCATION: INT. WESTHAVEN AND WOODVALE RECORD FROM: PLAN FOR SANITA'\Y SEWER' ELEVATION: 247.13 DRAWING ~0. 124-10 DATUM: NAVD88 I ! i f ' I I Jt ' ~~~ / , 'at / " ,/ I I I ' f I I ! ' ! ,NEW ! } ' ,// /! \ F.F. "L>~• .. u. /: LEGEND: BOUNDARY: ORIGINAL LOT LINE LOT 10: EXISTING CONTOUR: OVER HEAD POWER LINES: OHP ROOF DOWN DRAIN: FLOW DIRECTION 3' WIDE CONVENTIONAL VEGETATED SWALE: AREA OF NEW RESIDENTIAL ADDITTION: I ' ' P/\0 207~053 ·18 L n···-1) .l!/ /,_ PAD 207-053· 18 ' ' ' ' ' ' 65 • !vtAFJ30J9 LOT 70 PAD 207~ 053-28 ' I i / i f / \".,._ / i 'i 1fi I I I / r(j rt-) ' f f SCALE., 1" = 1 0' CHECKED BY: ENGINEERING DEPARTMENT APPROVALS SPECIAL DISTRICT APPROVAL SCALE INITIALS INITIALS INITIALS HORIZONTAL: 1"~ 1 0' VERTICAL: NA PLANS PREPARED UNDER SUPERVISION OF DATE: 7-31-IJ GREGORY A. CAUDILL ENGINEER'S NAME R.C.E. NO.: C-60957 EXP.: 12-31-14 RECOMMENDED: APPROVED: SPECIAL NOTES (];) EXTERIOR CONCRETE SLABS ON GRADE SHALL BE 4" THICK OVER 4" CLEAN SAND. REINFORCf ftiTH NO. 3 BARS 0 18" 0/C BOTH WAYS 0 MIO-POINT OF SLAB. US£ 520-C-2500 CONC. @ UNLESS NOTED OTHERWISE, PRIVATE CATCH BASINS TO BE 6" DIA. A TRIUIJ GRA TfS BY 'NDS' LOCA TfO Ill PLANTfO AREAS OR 12" IN. BOX INLETS BY 'NOS' LOCATED IN SWALE REFER TO LEGfND ON SHEET I. (f) BUIWING DOWNSPOUTS TO BE BE OUTLET TO ONSITE OPEN AREAS OR INFILTRATE ONS!TE @PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN AN Ef'ICROA CHMENT PERMIT FOR ALL WORK TO BE PERFORMED IN THE CARLSBAD CITY RIGHT-OF-WAY. @ THE CONTRACTOR SHALL OBTAIN A DEMOLITION PfRMIT FOR ALL STRUCTURES SHOWN HEREON TO BE DEMOLISHfD. @PRIOR TO CONSTRUCTION, CONTRACTOR TO DEMOLISH EXISTING COI'ICRETE PAVEMENT, WALLS, PLANTER, LANDSCAPING AND ALL OTHER ITEMS LOCATED ftiTHIN THE LIMITS OF NEW DEVELOPMENT AS SHOWN HEREON. CONTRACTOR TO VERIFY SPECIFIC REMOVALS KITH OWNER PRIOR TO PROCEEDING KITH DEMOLITION. <Z) EXISTING PCC DRIVfWA Y TO REMAIN. @NO GRADING SHALL OCCUR OUTSIDE THE LIMITS OF THE PROJECT SITE @A SEPARATE GRADING PLAN SHALL BE SUfJMITTEf) AND APPROVED AND A SEPARATE GRADING PERMIT ISSUED FOR Af'IY OFF~S/TE BORROW OR DISPOSAL SITE, IF LOCATED WITHIN THE CITY LIMITS. AN ENCROACHMENT PERMIT ftiLL BE REQUIRED TO IDENTIFY THE HAUL ROUTE PROPOSED FOR THIS PURPOSE. IF BORROW OR DISPOSAL S1 TE IS LOCA TfO OUTSIDE OF THE CITY. THE APPLICANT SHALL PROVIDE EVIDENCE OF RECEIPT OF REf)IJIRED PEIIMITS/AUTHDRIZA 1/0NS. @ COBBLE DRAINAGE DISSIPATER PER DETAIL THIS SHEET. @ NEW PA 710 CONSTRUCTION PER ARCHITECT PLAN AND PERMIT. @ CONVfNTIONAL VEGETATED BMP SWALE PER DETAIL THIS SHEET. STORMWATER RUNOFF IN LANDSCAPE AREAS TO DRAIN AWAY FROM STRUCTURE AT 5. 0% FOR 5. OFT. RUNOFF FROM STRUCTURE, ~OOF DOWN DRAINS AND HARDSCAPE SURFACES TO BE DIRECTED THROUGH CONVENTIONAL VEGETATED SWALE PRIOR TO OUTLET AND CONFUENCE WITH PUBLIC STORM WATER FLOW. 2'WIDE BY . .3' DEEP CONVENTIONAL VEGETATED SWALE 2' 1% MIN 1% MIN -- . .3' MIN _l 1-ECETA T/ON: BERMUDA GRASS: KENTVKEY 31 TALL, 1-EGETA TION REO FESCUE AND A GRASS LEGUME MIX OR AN ACCEPTABLE SIMILAR 1-EGETA 111-E GROUND COl-ER TYPICAL SECTION CONVENTIONAL VEGETATED SWALE CITY OF CARLSBAD • DRAINAGE PLAN FOR: ---- FANUCCHI RESIDENCE ADDITIION 3892 WESTHAVEN DRIVE APN: 207-053-17 nts DRAWING NO. -D SHEET 1 OF 2