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CDP 2021-0025; SWAN RESIDENCE; Planning Commission
A.B. A8V. A.C. ACOUS A.O. ADD ADJ A.F.F AL ALT ANOD ARCH ASPH @ BD BET BJ. BLDG BL:<G BM BN BOT BRS BSMT B.U. CAB C/L CER C.J. CLG CMU COL CONC CONSTR CONT COORD CORR CSK CTR C cs d DB'. DET CIA CIA;"H C.F. ANCI--OR 80LT ABOVE ASPHALTIC CONCRETE/ AIR CONDITIONING ACOUSTIC ACCESS DOOR/AREA DRAIN ADDENJUM ADJUSTA3LE ABOVE FINISH FLOOR ALUMINU/'I, ALTERNATE ANODIZED ARCHITECTIURP..L:1 ASPHALT AT BOARD BEfWEEN BOTTOM FOOTING BUILD:NG BLOCKING BEAM BOUNDARY NAIL BOTTOM BEk~ING BASEMENT BUl'_O UP CABINET CENTERLINE CERAMIC CONTROL _iQINl CEILING CONCRETE MASONRY UNIT COLUMN cor<CRETE cor-.STRUCTION CONTINUO US COORDl'lATE CORRIDCR COUNTERSINK CENTER CHANNEL CASEMENT P::NNY (NAILS) DOUBLE DETAIL DIAGONAL DIAPHRAGM DRINK!NG FOUNTAL'l/ )F DIM D.L. DN D.S. DWG DWLS DWR E EA E.B. E.J. EL ELEV ELEC EN. ENC EQ E.W. EXT EXST F.B. F.D .. FD F.F. FDN F.E. F.E.C. F.F.E. FIN FLUOR F.N. F.0. F.O.B. F.O.C. F.0.M. F.O.P, F.O.S. F.P. FT F.S. FX GA GALV G.L GL GL3 GYP. SD. N RE IDEN 2668 OCEAN STREET CARLSBAD, CA 92008 APN: 203-141-08 DOJGLAS FIR DIMENSION DEAD LOAD DOWN DOWN SPOUT DRAWING DOWELS DRA\.VER EAST EACH :XPANSION BOLT :XPANSION JOINT :LEI/ATOR :LEVATICN ELECTRIC(AL) EDGE f'..AI'.. ENCLOSURE EQUAL EACH WAY EXTERIOR EXISTING FLAT BAR FLOOR DRAIN, FRENCH DOOR FII\JISHED FLOOR/FACTORY FINISH FOUNDATION Fl:;;E EXTINGUISHER FIRE EXTINGUISHER CABIN::T FINISH FLOOR ELEVATION FLOOR FLUORESCENT FIELC OF NAILING FACE OF (SPECIFY TEM) FACE OF BRICK FACE OF CONCRETE FACE OF MASCNRY FACE OF PANEL FACE OF STUD FIREPROOF(ING) FOOT/FEET FLOOR SINK FIXED GAUGE GALVANIZ:ED GALVANIZ:ED IRON GLASS GLU LAM BEAM GYPSlJM BOARD HOSE BIBB H.C. HDR HOWR HGR HP Ho .::;1z ·7-;- .7.V.A.C. H.W IN I.D. INCL I.E. INSUL INT JAN JST JT KIT LAM L.G. L.L LLH LOl\'GIT L.P. L.W.C. MAS MATL MAX M.C. MECH MEMS MET MF.:;; MIN MISC N N.1.C NO N.T.S. o.c. O.D. O.F. O.H. OPG HOLLOW CORE !-.EADER f-:ARDWARE -HANGER HOPPER HORIZONTAL HE,GHT HEATING VENTILATING ANC AIR CO,'•.JDITIONING HOT WATER INCH INSIDE DIAMETER INCLUDED INVERT ELE\/ A TIONS INSULATION INTE:.:IOR JANIT01 JOIST JOINT KITCHEN LAMINATED LAG BOLT LIVE LOAD LONG LEG VERTICAL LONGITUDINAL LOW POINT LIGHT WEIGHT CONCRETE MASONRY MATER IAL MAXIMUM MEDICIN!: CA21N=1 MECHAN ICAL MEMBRANE METAL MANUFACTURER MINIMUM MISCEU.ANEOUS NORTH NOT IN CONTRACT NUMBER NOT TO SCALE ON CEf'..TER OUTSIDE DIAMETER OVERFLOW/OUTSIDE FACE OPPOSITE HEAD OPENl'lG OPP OHD P/L PWD P,S.F. P.S.I. P.T. P.T.S. PERIM PERP PLAS P'_AST R R.D. REF REINF RESIL RET REQ.ID) RE/S RM R.O. s SC SC-iED SHT S.f SIM SP'G SPEC SQ S.S. STAGG STD STIFF STR STL OPPOSITE OVERHEAD PROP::RTY LINE/PLATE PLYWOOD POUf\DS PER SQ. Fi. POJf\DS PER SQ. INCH PRESSURE TREATED POST TENSION SLAB PERIMETER PERPENDICULAR PLASTER PLASTIC RISE ROOF DRAIN REFER(ENCE) REINFORCING R-:TAIN (ING) R:SILl:'NT R:OUIRE/REQU IRED R:'-SA\VN R:)OM ROUGH OPENING SO'.JTH SOLID CORE SCHEJULE SHEET SQUARE FEET SIMILAR SPACING SPECIFICATION SQUARE ST A INLESS STE ET STAGGERED STANDARD STIFFENED ST.S:UCTURAL ST:EL TEMP. T.C. T & G THR R.J. T.N T.0. T.O.F. T.O.R. T.O.S. T.O.W. TRANS Tv:; U.N.O. U.B.C. V,A.T. V.'3. VERT VENT w WI W) W.GL. W.H. W/0 WP W,P.J. W.R. WT w.w.~. YD TREAD TEMPERED TOP OF CURB/TOP CF CONC. TONGUE AND GaoovE THRESHOLD TOOLED JOINT TOE NAIL TOP OF :SPECIFY ITEM) TOP OF FOOTING TCP OF ROOF TCP OF SURFAC E/SLAB TCP OF WALL TRANSVERS': TYPICAL UNL':SS NOTED OTH::RWISE UNIFORM BUILDING CODE VINYL ASBESTOS TILE VAPOR 3AR~IER VERTICAL VENTILATOR OR VENTILATION WEST WITH WOOD WIRE GLASS \\' ATER HEA TE,~ WITHOUT WAIERPROOF WEAKENED 2LANE JOINT WAIER Ri:SISTANT WEIGH T WELDED WIRE FABRIC Y.ARD 2 ACTIVITY A ® 0 ® F.D . ;. _......-36930 - 369.30 rw $ Li:VEL 16 ELE V. 160'-0" ----18 CD 3 SECTION SECTION NUMBER IN UPPER HALF OF CIRCLE AND SHEET NUMBER IN LOWER HALF OF CIRCLE SITE ADDRESS: 2688 OCEAN STREET, CARSLBAD, CA 92008 APN: 203-141-08 OWNER: CHRIS AND CRISTA SWAN APPLICANT: TRE ARCHITECTURE -ALLAN TET A 300 CARLSBAD VILLAGE DR IVE SUITE l 08A-336 CARLSBAD, CA 92008 7 60-268-9090 PROJECT SCOPE • CONSTRUCT NEW 2-STORY ,,ESIDENCE WITH MEZZANINE .. cov=RED PATIOS AND UNCOVERED PATIO •• 2-CAR GARA GE •• ROOF DECK • NEW ATTACHED ADU • NEW SITE WALLS • NEW LAN DSCAPE • NEW FIRE s,,RINK LERS PROJECT INFORMATION SWAN RESIDENCES 2668 OCEAN STREET CARLSBAD, CA 92008 APN: 203-141 -08 LEGAL DESCRIPTION LOT 82 AND THE SOUTHWESTERLY 5 FEET Of LOT 89 Of GRANVILLE ?ARK NO 2, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO. STATE OF CALIFORNIA, ACCORDING OT MAP NO. 2037. FILED IN THE OFFICE Of THE COUNTY RECORDER OF SAN DIEGO COUNTY JUNE 18. 1927. PROCESSING COASTAL DEVELOPMENT PERMIT, M IN OR VARIANCE, MINOR COASTAL DEVELOPMENT PERMIT (ADU) LOT AREA: 3748 SF EXISTING: R-3 AND BEACH OVERLAY PROPOSED : R-3 AND BEACH OVERLAY PROPOSED: SINGLE FAMILY RESIDENCE/ ADU CARLSBAD SEWER DISTRICT, CARLSBAD MWD, CARLSBAD UNIFIED CARLSBAD FI RE OCCUPANCY: R-3 / U CONSTRUCTION TYPE: V-B (SPINKLERED) TOTAL BUILDING AREA BUILDING COVERAGE 2,088 S.F. MAIN HOUSE (CONDITIONED) 2,638 S.F. ATTACHED ADU (CON DITIONED) 710 S.F. INTERIOR ELEVATIONS BUILDING SQUARE FOOTAGE (NON-CONDITIONED) 681 S.F. DARKEN AREAS TO INDICATE WHICH ELEVATIONS ARE DRAWN. t-------'--------~--'-'------'----1------l REFERENCE NUMBER IN UPPER HALF OF CIRCLE & SHEET WHERE f-'D=-=.EC=K.::.Sfc.:P...:.A...:.T:..:.1O.=..=S _________________ ...L...:.7....:6:.:6:...:S:.:·:..:F·c......-l ELEVATION IS DRAWN IN LOWER CIRCLE ROOM NAME/FINISH TYPE LETTER DESIGNATION OF FINISH TYPE ON FINISH SCHEDULE DOOR N UMBER WINDOW TYPE LETTER DESIGNATION OF NUMBER IF WINDOW SCHEDULE IS PROVIDED REVISION TRIANGLE WITH NUMBERED REV ISION 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. LOT COVERAGE BUILDING COVERAGE/ LOT AREA (MAX. 60%) 2088/3748 55.8% LANDSCAPE AREA PERCENTAGE OF SITE TO BE LANDSCAPED 1250 SF OR 8% PARKING IN FORMATION TOTAL REQUIRED/PROVIDED VISITOR PARKING (OFF-STREET) AREA CALCULATION MAIN HOUSE FIRST FLOOR LEVEL: 583 S,' (CONDITIONED) ATTACHED ADU 7"!0 [CONDITIONED) GARAGE 458 SF [NON-CONDITIONWJ SECOND FLOOR LEVEL: 1808 Sf [CONDITIONED) M EZZANINE LEVEL: 247 SF (CONDITION ED I STORAGE 156 S,' (NON-CONDITIONED) FIRST FLOOR ENTRY COVERED PATIO: 75 Sf SECOND FLOOR DECK: 247 Sf ROOF DECK: 444 Sf TOTAL GARAGE (NON-CONDITIONED): 458 SF TOTAL CONDITIONED SPACE: 3348 SF TOTAL STORAGE !NON-CONDITIONED): I 56 SF TOTAL COVERED PATIO: 75 Sf TOTAL NON-COVERED DECKS: 691 SF SETBACKS FRONT SETBAC:< -20FT SIDE SETBACK -5 FT MIN. REAR SETBACK-!OFT CLIMATE ACTION PLAN 2 SPACES/2 SPACES l SPACE/ l SPACE CONSIST:NT WITH EXISTING GENE:,AL PLAN LAND USE AND ZON ING: YES. GHG STUDY REQU IRED: NO. ENERGY EFFICIENCY ?EQUIREMENT: YES . PHOTOVOLTAIC REQUIREMENT: YES. 3.27 KW-DC ROOF MOUNTED. ELECTRIC VEHICLE CHARGING REQUIREMENT: YES. 1 EV READY. HOTWAT:R HEATING REQUIREMENT: YES. TRAFFIC DEMAND MANAGEMENT REQUIRED: NO. V 2021-0001 CDP 2022-0002 AD.I Al.0 A 1.1 A2.l A2.2 A2.3 A4.l AS.I A5.2 A6.l TITLE SHEET EXISTING SITE CONDITIONS PROPOSED SITE PLAN FIRST FLOOR PLAN SECOND FLOOR PL.;N MEZZANINE AND ROOF DECK ROOF PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS SECTIONS/SITE SECTIONS CONCEPT LANDSCAPE PLAN Ll Cl CIVIL PRELIMINARY REV IEW SITE PLAN CITY OF CARLSBAD PLANNING COMMISSION Case Name: ~v.'AO 12.e..'.ddj:! m.£ Case No.: CD? 2o2J -C0:2-5 / \} '2o'Z..I -QOOl ''A'' ,, L" Exhibit No.: - CLIENT CHRIS AND CRISTA SWAN 2668 Ocean Sfreet Carlsbad. c;,. 92008 APPLICANT / ARCHITECT TRE ARCHITECTURE 300 Carlsbad Village Drive Suite 108A #336 Carlsbad. CA 92008 STRUCTURAL ENGINEER PCSD ENGINEERING 3529 COAST VIEW CT. CARLSBAD. CA 92010 LANDSCAPE ARCHITECT Date:• d?2- contact: CR ISTA SWAN email: mcswans@gmail.com phone: 760 458 0797 contact: ALLAN TETA phone: 7 60 268 9090 fax: 760 268 9167 email : allon@trearch.com contact: PAU L CHRISTENSON p '.1one: (760) 207-1885 fax: (858)759-8324 email : poul.pcsd@gmail.com STONE+GROVE LANDSCAPE ARCH. contact: BRIAN GROVE phone: 858 345 i 499 200 N. Cedros Ave Solano Beach. CA 92075 CIVIL ENGINEERING PLSA ENGINEERING 27127 Calle Arroyo. Ste 1904 Son Juan Capistrano, CA 92675 email: brian@stone-grove.co contact: TARA GOLDBERG p hone : 949 661 6695 email : tgoldberg@plsaengineering.com GEOTECHNICAL ENGINEER HETHERINGTON ENGINEERING 5365 AVENIDA ENC INAS CARLSBAD, CA 92008 '---SITE 2668 OCEAN ST. () contact: MARK HETHERINGTON phone: [7601 931-19 17 fox: (760) 931-0545 email : mdh@hetheringtonengineering.com ~ CARLSBAD 'v, z <( w u 0 "' tJ 'l'! '<: 0 TRE ARCHITECTURE 300 CARLSBAD VILLAGE DR SUITE I 080-336 CARLSBAD CA 92008 office 7 60 268 9090 fox 760 268 9167 WWW.TREARCH.COM PROFESSIONAL STAMP .,,,s~D ARc1yl 0-~ .:3/ M1ATO N. TETA C)_ C-5148 * REN. 1-31-23 COPYRIGHT e Teto Architecture Inc. dbo TRE Architecture. These drcwings ere r.ot valid for constn.1ciion unless stcmped and signed by TRE Architecture. All ideas. drawings and written mcteriols indiccted or represemed by this drawing are the prc-perty of nE P,rchi1ect Jre, end were created, evolved and developed for use on this projec7, and shall not be uied by or disclosed to any person or business for any purpose whatsoever without the written i::ermission by TR': Architecture. PROJECT INFO u") 0 0- w u z w C -V) w 0:: z <( 3: V) ....I <( .... .... -::E ca ::> <( V, -.,-====~------!:: DOCUMENT LOG I /8/20 PRELIMINARY REV IEW ~ ~/21 CDPI ~ ..cl ~21_,,3,,,0c,,2-'l -'C"'D"-P=2_____ 1- 2/22/22 CDP3 Z w DOCUMENT TITLE TITLE SHEET ::E D.. 0 -I w > w C -I <( .... V) <( ~==~---0 DOCUMENT NUMBER u A0.,1 64.98'64.98'O C E A N S T R E E T FD 3/4"IP NO TAGBENT, PER CR 7996FD L&D "LS 4368"PER CR 7996FD 3/4"IP & NAILPER CR 7996R/W R/W25'20'25'20'20'20'5'5'5'5'LOT 81MAP NO. 2037LOT 90POR LOT 89LOT 88LOT 83LOT 82 & POR LOT 89PM 18120PM 14823LOT 17LOT 18BLK 'A'MAP NO. 1221LOT 1410' OFFSET TO R/W10' OFFSET TO R/WW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SPASHEDEXIST 1-STORY HOUSE2.0'(E'LY FW O.1' W'LY OF PL)OLD BRICK WALLMAIN FLOOR FF= 42.4@DWY43 .0 FF@DWY42 .6 FF 42 .2@DWY42 .4 FF@DWY42.3 FF@DWY42 .4 FF EXIST ROOF RIDGE=55.3 EXIST ROOF RIDGE=69.7@DWY43 .2 FF 42 .5 FSEXIST 1-STORY HOUSE@DWY42 .4 F F EXIST 1-STORY HOUSE2658 OCEAN STREET2668 OCEAN STREET2678 OCEAN STREETEAVE=51.1EAVE=49.8 42 . 2 42.3 42 .942. 9 46 . 4 4 5 .446.4 42.445 . 8 42 .2 41 .541.841.8 40.6 42 .442.442.442.3 42 .442.9 42 .942.9 43 .4 43 .442.942.9 42 .9DRAINAGE ACROSS PLEMTR GMTR CHIMNEYRF DRAIN RF DRAIN 42.0 41 . 9 42 .1EAVE=49.84"AD4"AD41 .741 . 140.76 EAVE=56.2 TOP OF WINDOW=55.0ROOF RIDGE=59.7EAVE=65.8EAVE=67.0BALCONY ROOF RIDGE=58.0@DWY43 .8 FF 41.641.6 41.7 42 . 9 1' WIDE ADOBE BLDG WALL (RETAINING APPROX. 3') APPROX. LOC. 6" SLAB STEP42.342 . 1 43 .2 42 .6 43 .7 43 .6 43 .7 42 .742.242.041 . 3 41. 741 .1FROM S'LY NEIGHBOR40.88 40.58 40.36 40.28 40.24 40.09 EXIST 1-STORY HOUSE2669 GARFIELD STREETWEEP HOLESDECKGRASS/DIRTWOOD/DIRTCONC/DIRTSTRADDLES PL8"CMU WALLIN WALL42 .543.0TURFCURB42 . 3 STONESTONESTONE45 .6 46 .6 TW46.6TW/53.2TW45.7 45.5TW 45.9TW 40.540.341.941.139.97 40.3WMSCOWMWMWWWWWWWWWWWWWWWWWWWWCONCRETE DRIVEWAYCONCGRASS40.340.840.440.340.5 40.641 . 3 40.1740.2440.2340.5140.5540.6740.84 39.8939.9940.1640.2940.4439.7939.4440.28 39.3340.0239.12 39.04 39.0439.6738.93CONCCONCCONCRETE CONCCONC39.7439.9839.82 39.63 39.45 39.36 39.25 39.37 39.79 39.63 39.42 38.8340.50 40.40 40.01 39.90 PLANTER BRICK STEP40.440.541.212"FICUSPP276134"PPLMS5"TREE8"BOP12"SAGO36"DPALM8"SAGO41. 741.1 41.241 . 7 41 . 8 41 .841.641.5 42 .2 41.842 . 241.841.441.141.5 40.74"AD4"AD4"AD4"AD3"AD3"AD3"ADCONCPILL.(TYP)CURBCURB6"STEP6' WOODEN FENCE42 . 4 EEEEEEEEMTRE EE EE E EE E EE EE E EE E EE EEO/H UT IL L INES (ACROSS SUB J EC T S ITE )4"PVC'S40.7EDGE AC DIRTEDGE AC DIRT TRASHCONCPILL.4"PPLMDIRTDIRTDIRTAPN 203-140-08-003,748 S.F./0.086 ACRESR/W PAVERSSHEDGRAVELBETWEENWALLSWWWWWWWWWW AC PAVE. RIDGEEDGE AC AC FL SDIPAVERS40.03 42 .3 AC PAVE. RIDGE10" AC WATER MAIN8" SEWER MAIN 10" AC WATER MAIN8" SEWER MAINWMSCO WOODENMOW STRIP DIRT DIRT 5.0'DRIVEWAY3' BRICK WALLSDI38.8140.5EDGE AC EDGE AC EXIST. MULTI-LEVEL HOUSEEXIST. MULTI-LEVEL HOUSE EXIST. MULTI-LEVEL HOUSE EDGE AC EDGE AC EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEO/H UTILITY LINESO/H UTILITY LINESO/H UTILITY LINES (ASSUMED FROM EXT. ELEV'S)OUTSIDE FACE OFEXIST. BLDG (TYP)149' TO FH FIRE HYDS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 64.98'64.98'O C E A N S T R E E T FD 3/4"IP NO TAGBENT, PER CR 7996FD 3/4"IP & NAILPER CR 7996R/W R/W25'20'25'20'20'20'5'5'5'5'LOT 81MAP NO. 2037LOT 90POR LOT 89LOT 88LOT 83LOT 82 & POR LOT 89PM 18120PM 14823LOT 17LOT 18BLK 'A'MAP NO. 1221LOT 1410' OFFSET TO R/W10' OFFSET TO R/WAPN 203-141-09APN 203-141-164241SINGLE-FAMILY RESIDENCEFF 42.27PAD 41.6OCEAN STREET EXISTING WALLSTO BE REMOVED(EX 40.45)EX. WATER SERVICE TO BEUPGRADED TO 1" SERVICE &METER PER CBAD STD DWG W-3A(EX 40.46)(EX 40.48)(EX 40.23)EX. PP TO REMAINEX. WATER SERVICE FOR APN203-141-15 TO REMAIN5' SYSB10' RYSB5' SYSB15' FYSB12'4.4' MAX EXPOSEDRET. WALL PERSDRSD C-5N 55°59'04"E 74.99'N 55°58'35"E 74.99'N 34°03'31" W 49.97' N 34°03'38" W 49.98'PRIVACY FENCE PER LS(TW@FG 46.0±)BW@FG 42.2TPFT 40.67(TW@FG 46.6±)BW@FG 42.2TPFT 41.271'-2"(TW@FG 46.6±)BW@FG 42.2TPFT 41.27DEEPENED CONCRETE CURB PER LS(TC 43.7±)FS 42.25(TC 42.3±)FS 42.3EX. FENCE TO REMAINCONCRETE CURB(FS 41.6)(TC 42.3±)FG 41.9GFF 41.77 SEWER CO FORAPN 203-141-15APN 203-141-14APN 203-141-15APN 203-141-07PROP. SEWER LATERALFOR APN 203-141-1520'8.9%11.1%FS 42.27(EX 40.40)6.7%6.3%2%FS 42.07GARAGEFS 42.27FS 42.27(EX 40.29)2%TG 41.49IE 40.73TG 41.55IE 40.88TG 41.75IE 41.05TG 42.0IE 40.95FG 41.9FG 41.9(TC 42.7±)FG 42.2TG 42.1IE 41.32.0%2.0%FS 41.562.0%FS 40.49FS 41.562.0%FG 41.6FG 41.64" PVC SD @ 0.5% (TYP)FS 42.3TG 42.2IE 41.42TG 42.20IE 41.204" TRENCH DRAIN BY ACO OR EQUALTG 41.51IE 40.65FS 41.507.9%FS 42.27FS 42.27AA4.4' MAX EXPOSED RET.WALL PER SDRSD C-53.8' MAX EXPOSED RET.WALL PER SDRSD C-5REMOVE EX. WALLEX. WM FOR APN203-141-15 TO REMAINEX. TREE TO REMAINREMOVE EX. PALMEX. 8" SEWEREX. 10" AC WATER 4" PVC SD @0.5% (TYP)PROP. SEWER CO FORAPN 203-141-15FS 41.67BBNEW SEWER LATERALFOR APN 203-141-15PER CBAD STD DWG S-7NEW SEWER LATERALPER CBAD STD DWG S-7TG 42.1IE 41.14SYNTHETIC TURF PER LS1.4'40 4 2 41 PRIVACE FENCE PER LSPROPOSED 5' SEWEREASEMENT(TW@FG 46.4±)BW@FG 42.2TPFT 41.07(FS 41.0)TG 41.61IE 40.80TG 41.63IE 40.84(EX 40.5)NEIGHBOR'S EX. TRASHENCLOSUREIE 40.53IE 40.6FS 40.722.0%FG 40.66FS 40.74FS 40.71PROPOSED 5' DEDICATION25'20'EX. BLDG (TYP)TRENCH RESURFACINGPER CBAD STD DWGGS-25 (TYP)CONNECT WALLSUBDRAIN TO SITE SDROOF ABOVE (TYP)ROOF ABOVE (TYP)7.6'2.0%FS 41.67TG 42.1IE 41.227.6'5.74'PROP. TREE PER LSPEA GRAVEL PER LS7.9±7.9'±5.3'SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWMBFSWAN RESIDENCE 2668 OCEAN STREET1/8/20 PRELIMINARY REVIEWCARLSBAD, CA 92008 COASTAL DEVELOPMENT PERMIT SUBMITTAL © Teta Architecture Inc. dbaTRE Architecture. Thesedrawings are not valid forconstruction unless stampedand signed by TREArchitecture. All ideas,drawings and written materialsindicated or represented bythis drawing are the propertyof TRE Architecture, and werecreated, evolved anddeveloped for use on thisproject, and shall not be usedby or disclosed to any personor business for any purposewhatsoever without the writtenpermission by TRE Architecture.PROFESSIONAL STAMPCOPYRIGHTPROJECT INFODOCUMENT LOGDOCUMENT TITLEDOCUMENT NUMBERTA 1905 APN 203-141-084/12/21 CDP1CDP 2021-0025 / V 2021-0001 / CDP 2022-0002300 CARLSBAD VILLAGE DR SUITE 108a-336CARLSBAD CA 92008office 760 268 9090fax 760 268 9167WWW.TREARCH.COMTRE ARCHITECTURE12/30/21 CDP22/22/22 CDP31SCALE: 1/8" = 1'-0"EXISTING SITE CONDITIONSEXISTING SITECONDITIONSA1.0456123PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING. THE GRADESHALL FALL A MINIMUM OF 5% WITHIN THE FIRST 10 FEET (2% FORIMPERVIOUS SURFACES)SEE CIVIL DRAWINGS FOR FINISH GRADE ELEVATIONS.ALL DIMENSIONS ARE TO THE FACE OF STUD OR GRIDLINE U.N.O.SEE CIVIL DRAWINGS FOR POINT OF CONNECTIONS TO OFF-SITEUTILITIES. CONTRACTOR TO VERIFY ACTUAL UTILITY LOCATIONS.7SITE DRAINAGE. SLOPE MIN. 14"/FT FROM ALL FOUNDATIONS.GAS LINE SHALL NOT BE RUN IN GRADE UNDER ANY STRUCTURE ORCOVER, INCLUDING LATTICE WORK, ETC.SITE PLAN NOTES8PARKING AREAS AND DRIVEWAYS MUST BE SURFACED WITH AMINIMUM OF 2" ASPHALTIC CONCRETE OR EQUIVALENT.DRIVEWAY SHALL BE CAPABLE OF SUPPORTING A LOAD OF 95,000 LBS.CONTRACTOR TO VERIFY INFORMATION ANDCONFIRM PER NEW CONSTRUCTION PLANNEW GRADE INFORMATION AND STORMWATERMANAGEMENT PER CIVIL PLANS9HOUSE STREET NUMBER SHALL BE VISIBLE AND LEGIBLE FROM STREET(MINIMUM 4" HIGH x 1" WIDEVICINITY MAPSITE5CARLSBAD VILLAGE DR.CARLSBADOCEAN CARLSBAD BLVD.OCEAN ST.PACIF IC AVE.2668 OCEAN ST.BEECH AVE2668 OCEAN STREETAPN: 203-141-08LOT AREA: 3748 SFCARLSBAD, CA 92008LEGAL DESCRIPTIONEXISTING: R-3 AND BEACH OVERLAYPROPOSED: R-3 AND BEACH OVERLAYPROCESSINGCOASTAL DEVELOPMENT PERMITPROJECT INFORMATIONSWAN RESIDENCESPROPOSED: SINGLE FAMILY RESIDENCE/ ADUCARLSBAD SEWER DISTRICT, CARLSBAD MWD, CARLSBAD UNIFIED OCCUPANCY: R-3 / UCONSTRUCTION TYPE: V-B (SPINKLERED)LOT 82 AND THE SOUTHWESTERLY 5 FEET OF LOT 89 OF GRANVILLE PARK NO.2, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OFCALIFORNIA, ACCORDING OT MAP NO. 2037, FILED IN THE OFFICE OF THECOUNTY RECORDER OF SAN DIEGO COUNTY JUNE 18, 1927.CARLSBAD FIRETOTAL BUILDING AREABUILDING COVERAGE2,088 S.F.MAIN HOUSE (CONDITIONED) 2,638 S.F.PARKING INFORMATIONTOTAL REQUIRED/PROVIDED2 SPACES/2 SPACES1 SPACE / 1 SPACELANDSCAPE AREAPERCENTAGE OF SITE TO BE LANDSCAPED1250 SF OR 8%BUILDING SQUARE FOOTAGE (NON-CONDITIONED)681 S.F.DECKS/PATIOS766 S.F.LOT COVERAGEBUILDING COVERAGE / LOT AREA (MAX. 60%)55.8% 2088/3748VISITOR PARKING (OFF-STREET)ATTACHED ADU (CONDITIONED)710 S.F.GUEST PARKING REQUIRED1 SPACE1 SPACEGUEST PARKING PROVIDED------------------------------------' ----------------------------'---I ,7 L_JV \'' I ' I I I I I I I I I I I I I 17 11 L_J V \ I ', I I I I I l 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 J I I~~ I 7 I I I I I \ I I ~ I I r I\ \.. I .J I W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SPASHEDEXIST 1-STORY HOUSE2.0'(E'LY FW O.1' W'LY OF PL)OLD BRICK WALLMAIN FLOOR FF= 42.4@DWY43.0 FF@DWY42.6 FF42.2@DWY42.4 FF@DWY42.3 FF@DWY42.4 FF EXIST ROOF RIDGE=55.3 EXIST ROOF RIDGE=69.742.5 FSEXIST 1-STORY HOUSE@DWY42.4 FFEXIST 1-STORY HOUSE2658 OCEAN STREET2668 OCEAN STREET2678 OCEAN STREETEAVE=51.1EAVE=49.8 42.242.342.942.946.445.446.442.445.842.241.541.841.840.642.442.442.442.342.442.942.942.943.443.442.942.942.9DRAINAGE ACROSS PLEMTR GMTR CHIMNEYRF DRAIN RF DRAIN 42.041.942.1EAVE=49.84"AD4"AD41.741.1 EAVE=56.2 TOP OF WINDOW=55.0ROOF RIDGE=59.7EAVE=65.8EAVE=67.0BALCONY @DWY43.8 FF41.641.641.742.9 1' WIDE ADOBE BLDG WALL (RETAINING APPROX. 3') APPROX. LOC. 6" SLAB STEP42.342.143.242.643.743.643.742.742.242.041.341.741.1FROM S'LY NEIGHBOR40.5840.3640.2840.2440.09EXIST 1-STORY HOUSE2669 GARFIELD STREETWEEP HOLESDECKGRASS/DIRTWOOD/DIRTCONC/DIRTSTRADDLES PL8"CMU WALLIN WALL42.543.0TURFCURB42.3STONESTONESTONE45.646.6TW46.6TW/53.2TW45.7 45.5TW 45.9TW 40.540.341.941.139.9740.3WMSCOWMWMWWWWWWWWWWWWWWWWWWWWCONCRETE DRIVEWAYCONCGRASS40.340.840.440.340.540.641.340.1740.2440.2340.5140.5540.6739.8939.9940.1640.2940.4439.4439.3340.0239.1239.0439.0439.6738.93CONCCONCCONCRETECONCCONC39.749.37PLANTER BRICK STEP40.440.541.212"FICUSPP276134"PPLMS5"TREE8"BOP12"SAGO36"DPALM8"SAGO41.741.141.241.741.841.841.641.542.241.842.21.81.441.141.540.74"AD4"AD4"AD4"AD3"AD3"AD3"ADCONCPILL.(TYP)CURBCURB6"STEP6' WOODEN FENCE42.4EEEEEEEEMTREE EEE EEEEEEEE EEEEEEEEO/H UT IL L INES (ACROSS SUB JECT S ITE )4"PVC'S40.7EDGE AC DIRTEDGE AC DIRT TRASHCONCPILL.4"PPLMDIRTDIRTDIRTAPN 203-140-08-003,748 S.F./0.086 ACRESR/W PAVERSSHEDGRAVELBETWEENWALLSWWWWWW AC PAVE. RIDGEAC FL 42.3 AC PAVE. RIDGE10" AC WATER MAIN8" SEWER MAIN WOODENMOW STRIPDIRT DIRT 5.0'DRIVEWAY3' BRICK WALL40.5EDGE AC EDGE AC EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEO/H UTILITY LINES (ASSUMED FROM EXT. ELEV'S)OUTSIDE FACE OFEXIST. BLDG (TYP)S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 64.98'64.98'O C E A N S T R E E T FD 3/4"IP NO TAGBENT, PER CR 799620''MAP NO. 2037LOT 90POR LOT 89LOT 82 & POR LOT 8910' OFFSET TO R/WAPN 203-141-09APN 203-141-164241SINGLE-FAMILYRESIDENCEFF 42.27PAD 41.6OCEAN STREET EXISTINGWALLS TO BEREMOVED(EX 40.45)EX. WATER SERVICE TO BEUPGRADED TO 1" SERVICE& METER PER CBAD STDDWG W-3A(EX 40.46)(EX 40.48)(EX 40.23)EX. PP TO REMAINX. WATER SERVICE FOR APN203-141-15 TO REMAIN5' SYSB10' RYSB5' SYSB15' FYSB12'4.4' MAXEXPOSED RET.WALL PER SDRSDC-5N 55°59'04"E 74.99'N 55°58'35"E 74.99'N 34°03'31" W 49.97' N 34°03'38" W49.98'PRIVACY FENCE PER LS(TW@FG46.0±)BW@FG 42.2TPFT 40.67(TW@FG 46.6±)BW@FG 42.2TPFT 41.271'-2"(TW@FG46.6±)BW@FG 42.2TPFT 41.27DEEPENED CONCRETE CURBPER LS(TC 43.7±)FS 42.25(TC 42.3±)FS 42.3EX. FENCE TO REMAINCONCRETE CURB(FS 41.6)(TC 42.3±)FG 41.9GFF 41.77 SEWER CO FORAPN 203-141-15APN 203-141-14APN 203-141-15APN 203-141-07PROP. SEWERLATERAL FOR APN203-141-1520'8.9%11.1%FS 42.27(EX 40.40)6.7%6.3%2%FS42.07GARAGEFS 42.27FS42.27(EX 40.29)2%TG 41.49IE 40.73TG 41.55IE 40.88TG 41.75IE 41.05TG 42.0IE 40.95FG 41.9FG 41.9(TC42.7±)FG 42.2TG42.1IE 41.32.0%2.0%FS41.562.0%FS40.49FS41.562.0%FG 41.6FG 41.64" PVC SD @ 0.5% (TYP)FS 42.3TG 42.2IE 41.42TG 42.20IE 41.204" TRENCH DRAIN BY ACO OREQUALTG 41.51IE 40.65FS41.507.9%FS 42.27FS 42.27AA4.4' MAX EXPOSEDRET. WALL PERSDRSD C-53.8' MAX EXPOSEDRET. WALL PER SDRSDC-5REMOVE EX. WALLEX. WM FOR APN203-141-15 TOREMAINEX. TREE TO REMAINREMOVE EX.PALMEX. 8" SEWEREX. 10" AC WATER 4" PVC SD@ 0.5%(TYP)PROP. SEWER COFORAPN 203-141-15FS41.67BBNEW SEWERLATERAL FOR APN203-141-15 PERCBAD STD DWG S-7NEW SEWERLATERAL PER CBADSTD DWG S-7TG42.1IE41.14SYNTHETIC TURFPER LS1.4'40 4 2 41 PRIVACE FENCE PER LSPROPOSED 5' SEWEREASEMENT(TW@FG 46.4±)BW@FG 42.2TPFT 41.07(FS 41.0)TG 41.61IE 40.80TG41.63IE40.84(EX 40.5)NEIGHBOR'S EX. TRASHENCLOSUREIE40.53IE 40.6FS40.722.0%FG 40.66FS40.74FS40.71PROPOSED 5' DEDICATION25'20'EX. BLDG (TYP)TRENCHRESURFACING PERCBAD STD DWGGS-25 (TYP)CONNECT WALLSUBDRAIN TO SITESDROOF ABOVE (TYP)ROOF ABOVE (TYP)7.6'2.0%FS 41.67TG42.1IE41.227.6'5.74'PROP. TREE PERLSPEA GRAVEL PER LS7.9±7.9'±5.3'SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWMBF15'-0" FRONTYARD SETBACKVARIANCE: 5'-0" REDUCTION5'-0" SIDE YARD SETBACK 5'-0" SIDE YARD SETBACK 64.98'64.98'O C E A N S T R E E T FD 3/4"IP NO TAGBENT, PER CR 7996FD L&D "LS 4368"PER CR 7996FD 3/4"IP & NAILPER CR 7996R/W R/W25'20'25'20'20'20'5'5'5'5'LOT 81MAP NO. 2037LOT 90POR LOT 89LOT 88LOT 83LOT 82 & POR LOT 89PM 18120PM 14823LOT 17LOT 18BLK 'A'MAP NO. 1221LOT 1410' OFFSET TO R/W10' OFFSET TO R/WBED # 2 / GYM / OFFICE LAUN. 2 CAR GARAGE20'x20' CLEARUP16RBEDROOM #1 BATH #1ENTRY ATRIUM BEDROOM #1 FUTURE ELEV.MURPHY BED REFKITCHEN LINSTORAGETVDWBATH #1PANTRY20'-2"20'-2"CLOSETSTORAGEADU710 SF5'-0"DEDICATION2'-0" ROOF & DECK OVERHANG(1) 12'-0"x 20'-0"VISITOR PARKING17'-9"7'-6" REAR SETBACK FOR ADU8'-4"SETBACK AT SECOND FLOORVARIANCE: 1'-8" REDUCTION2'-0"DECKOVERHANG2'-0"DECKOVERHANG3'-6"CANTILEVER37'-1"ROOF & DECK2'-0" OVERHANGROOF & DECKOVERHANGDECKOVERHANG2'-0"ROOF & DECKOVERHANG3'-0"EXTERIOR WALL4'-0"TO PL.CURRENT 10'-0" SETBACKSWAN RESIDENCE 2668 OCEAN STREET1/8/20 PRELIMINARY REVIEWCARLSBAD, CA 92008 COASTAL DEVELOPMENT PERMIT SUBMITTAL © Teta Architecture Inc. dbaTRE Architecture. Thesedrawings are not valid forconstruction unless stampedand signed by TREArchitecture. All ideas,drawings and written materialsindicated or represented bythis drawing are the propertyof TRE Architecture, and werecreated, evolved anddeveloped for use on thisproject, and shall not be usedby or disclosed to any personor business for any purposewhatsoever without the writtenpermission by TRE Architecture.PROFESSIONAL STAMPCOPYRIGHTPROJECT INFODOCUMENT LOGDOCUMENT TITLEDOCUMENT NUMBERTA 1905 APN 203-141-084/12/21 CDP1CDP 2021-0025 / V 2021-0001 / CDP 2022-0002300 CARLSBAD VILLAGE DR SUITE 108a-336CARLSBAD CA 92008office 760 268 9090fax 760 268 9167WWW.TREARCH.COMTRE ARCHITECTURE12/30/21 CDP22/22/22 CDP31SCALE: 1/8" = 1'-0"SITE PLANSITE PLANA1.1456123PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING. THE GRADESHALL FALL A MINIMUM OF 5% WITHIN THE FIRST 10 FEET (2% FORIMPERVIOUS SURFACES)SEE CIVIL DRAWINGS FOR FINISH GRADE ELEVATIONS.ALL DIMENSIONS ARE TO THE FACE OF STUD OR GRIDLINE U.N.O.SEE CIVIL DRAWINGS FOR POINT OF CONNECTIONS TO OFF-SITEUTILITIES. CONTRACTOR TO VERIFY ACTUAL UTILITY LOCATIONS.7SITE DRAINAGE. SLOPE MIN. 14"/FT FROM ALL FOUNDATIONS.GAS LINE SHALL NOT BE RUN IN GRADE UNDER ANY STRUCTURE ORCOVER, INCLUDING LATTICE WORK, ETC.SITE PLAN NOTES8PARKING AREAS AND DRIVEWAYS MUST BE SURFACED WITH AMINIMUM OF 2" ASPHALTIC CONCRETE OR EQUIVALENT.DRIVEWAY SHALL BE CAPABLE OF SUPPORTING A LOAD OF 95,000 LBS.CONTRACTOR TO VERIFY INFORMATION ANDCONFIRM PER NEW CONSTRUCTION PLANNEW GRADE INFORMATION AND STORMWATERMANAGEMENT PER CIVIL PLANS9HOUSE STREET NUMBER SHALL BE VISIBLE AND LEGIBLE FROM STREET(MINIMUM 4" HIGH x 1" WIDEVICINITY MAPSITE5CARLSBAD VILLAGE DR.CARLSBADOCEAN CARLSBAD BLVD.OCEAN ST.PACIF IC AVE.2668 OCEAN ST.BEECH AVE2668 OCEAN STREETAPN: 203-141-08LOT AREA: 3748 SFCARLSBAD, CA 92008LEGAL DESCRIPTIONEXISTING: R-3 AND BEACH OVERLAYPROPOSED: R-3 AND BEACH OVERLAYPROCESSINGCOASTAL DEVELOPMENT PERMITPROJECT INFORMATIONSWAN RESIDENCESPROPOSED: SINGLE FAMILY RESIDENCE/ ADUCARLSBAD SEWER DISTRICT, CARLSBAD MWD, CARLSBAD UNIFIED OCCUPANCY: R-3 / UCONSTRUCTION TYPE: V-B (SPINKLERED)LOT 82 AND THE SOUTHWESTERLY 5 FEET OF LOT 89 OF GRANVILLE PARK NO.2, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OFCALIFORNIA, ACCORDING OT MAP NO. 2037, FILED IN THE OFFICE OF THECOUNTY RECORDER OF SAN DIEGO COUNTY JUNE 18, 1927.CARLSBAD FIRETOTAL BUILDING AREABUILDING COVERAGE2,088 S.F.MAIN HOUSE (CONDITIONED) 2,638 S.F.PARKING INFORMATIONTOTAL REQUIRED/PROVIDED2 SPACES/2 SPACES1 SPACE / 1 SPACELANDSCAPE AREAPERCENTAGE OF SITE TO BE LANDSCAPED1250 SF OR 8%BUILDING SQUARE FOOTAGE (NON-CONDITIONED)681 S.F.DECKS/PATIOS766 S.F.LOT COVERAGEBUILDING COVERAGE / LOT AREA (MAX. 60%)55.8% 2088/3748VISITOR PARKING (OFF-STREET)ATTACHED ADU (CONDITIONED)710 S.F.GUEST PARKING REQUIRED1 SPACE1 SPACEGUEST PARKING PROVIDEDCONSTRAINTS MAP IS NOT APPLICABLE.r -1/ I I ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I \V I I I I I I I I I I I I I I I I I I I I I j I I I I I I I I v I LVl Ul JI I ' I ,;,.s"r:.-D ARcl-tfJ: r!f (:; ✓ AMATO N. TETA S-1 * C-5148 * REN. 1-31-23 """\ . \ ' \ \ \ \ \ I I ·11 I I -t I I BED # 2 / GYM / OFFICE LAUN. 2 CAR GARAGE 20'x20' CLEAR UP 16R BEDROOM #1 BATH #1 ENTRY ATRIUM BEDROOM #1 FUTURE ELEV.MURPHY BEDREF KITCHEN LIN STORAGE TV DW BATH #1 PANTRY 20'-2"20'-2"CLOSETSTORAGE ADU 710 SF 47'-5"39'-11"37'-5"10'-0"7'-512"32'-512"39'-11"A6.1 2 47'-5" A6.1 1 A5.1 1 A5.1 2 A5.2 1 A5.2 2 48CF STORAGESUSPENDED HEAT PUMPELEC EV CHARGER EV CHARGER SUSPENDED64CF STORAGE CANTILEVERED ROOF ABOVE EXISTING 10' SETBACK 8'-4" VARIANCE AT SECOND FLOOR (1'-8" REDUCTION) 7'-6" SET BACK TO ADU ADU SHADED LOW WALL WITH VERTICAL METAL ELEMENTS FOR VEGETATION. ROOF AND DECK OVERHANG ABOVE ROOF AND DECK OVERHANG ABOVE SWAN RESIDENCE2668 OCEAN STREET1/8/20 PRELIMINARY REVIEWCARLSBAD, CA 92008COASTAL DEVELOPMENT PERMIT SUBMITTAL© Teta Architecture Inc. dba TRE Architecture. These drawings are not valid for construction unless stamped and signed by TRE Architecture. All ideas, drawings and written materials indicated or represented by this drawing are the property of TRE Architecture, and were created, evolved and developed for use on this project, and shall not be used by or disclosed to any person or business for any purpose whatsoever without the written permission by TRE Architecture. PROFESSIONAL STAMP COPYRIGHT PROJECT INFO DOCUMENT LOG DOCUMENT TITLE DOCUMENT NUMBERTA 1905APN 203-141-084/12/21 CDP1 CDP 2021-0025 / V 2021-0001 / CDP 2022-0002 300 CARLSBAD VILLAGE DR SUITE 108a-336 CARLSBAD CA 92008 office 760 268 9090 fax 760 268 9167 WWW.TREARCH.COM TRE ARCHITECTURE 12/30/21 CDP2 2/22/22 CDP3 FIRST FLOOR PLAN A2.1 1 SCALE: 1/4" = 1'-0" FIRST LEVEL FLOOR PLAN - NEW CONSTRUCTION WALL LEGEND SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION FLOOR PLAN NOTES 1 2 SEE LANDSCAPE AND CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION, INCLUDING FINISHED GRADE ELEVATIONS, DRAINAGE AND TOP OF SITE WALL ELEVATIONS. PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING. ALL DIMENSIONS ARE TO FACE OF STUD OR GRIDLINE U.N.O.3 SEE SHEET RCP/ELECTRICAL PLANS FOR SMOKE DETECTOR LOCATIONS.4 5 6 PROVIDE 5 AIR CHANGES PER HOUR FOR LAUNDRY AND BATHROOM VENTILATION. ATTIC/UNDERFLOOR INSTALLATION MUST COMPLY WITH SECTIONS 904, 908, AND 909 OF THE CMC. PROVIDE 30" UNOBSTRUCTED WORKING SPACE IN FRONT OF FURNACE 1/2" MIN DROP IN EXTERIOR SLABS AT EXTERIOR OPENINGS THAT OPEN OUT. THRESHOLDS WHERE THE DOOR DOES NOT SWING OUT SHALL BE NO MORE THAN 7-3/4" AUTOMATION SYSTEM FOR LIGHTING, AUDIO, SECURITY AND HVAC PER SPECIFICATIONS THE CONTROL VALVES IN SHOWERS, TUB/SHOWERS, BATHTUBS, AND BIDETS MUST BE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES. COMPLETE GAS PIPING SIZING DESIGN BASED UPON A MINIMUM INPUT OF 200,000 BTU/GR FOR EACH WATER HEATER. INSTANTANEOUS WATER HEATERS SHALL HAVE ISOLATION VALVES ON BOTH THE COLD AND HOT WATER PIPING LEAVING THE WATER HEATER COMPLETE WITH HOSE BIBS OR OTHER FITTINGS ON EACH VALVE FOR FLUSHING THE WATER HEATER WHEN THE VALVES ARE CLOSED. ALL HOT WATER PIPING SIZED 3 4" OR LARGER IS REQUIRED TO BE INSULATED AS FOLLOWS: 1" PIPE SIZE OR LESS: 1" THICK INSULATION, LARGER PIPE SIZES REQUIRE 1-1/2" THICK INSULATION. ADDITIONAALLY, THE 1 2" HOT WATER PIPE TO THE KITCHEN SINK AND THE COLD WATER PIPE WITHIN 5' OF THE WATER HEATER ARE BOTH REQUIRED TO BE INSULATED. 7 8 9 10 11 12 13 2x6 STUD WALL, FULL HEIGHT 2668 OCEAN STREET APN: 203-141-08 LOT AREA: 3748 SF CARLSBAD, CA 92008 LEGAL DESCRIPTION EXISTING: R-3 AND BEACH OVERLAY PROPOSED: R-3 AND BEACH OVERLAY PROCESSING COASTAL DEVELOPMENT PERMIT PROJECT INFORMATION SWAN RESIDENCES PROPOSED: SINGLE FAMILY RESIDENCE/ ADU CARLSBAD SEWER DISTRICT, CARLSBAD MWD, CARLSBAD UNIFIED OCCUPANCY: R-3 / U CONSTRUCTION TYPE: V-B (SPINKLERED) LOT 82 AND THE SOUTHWESTERLY 5 FEET OF LOT 89 OF GRANVILLE PARK NO. 2, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING OT MAP NO. 2037, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY JUNE 18, 1927. CARLSBAD FIRE AREA CALCULATION MAIN HOUSE FIRST FLOOR LEVEL: 583 SF (CONDITIONED) ATTACHED ADU 710 (CONDITIONED) GARAGE 458 SF (NON-CONDITIONED) SECOND FLOOR LEVEL: 1808 SF (CONDITIONED) MEZZANINE LEVEL: 247 SF (CONDITIONED) STORAGE 156 SF (NON-CONDITIONED) FIRST FLOOR ENTRY COVERED PATIO: 75 SF SECOND FLOOR DECK: 247 SF ROOF DECK: 444 SF TOTAL GARAGE (NON-CONDITIONED): 458 SF TOTAL CONDITIONED SPACE : 3348 SF TOTAL STORAGE (NON-CONDITIONED): 156 SF TOTAL COVERED PATIO: 75 SF TOTAL NON-COVERED DECKS: 691 SF SETBACKS FRONT SETBACK - 20FT SIDE SETBACK - 5 FT MIN. REAR SETBACK - 10FT TOTAL BUILDING AREA BUILDING COVERAGE 2,088 S.F. MAIN HOUSE (CONDITIONED) 2,638 S.F. PARKING INFORMATION TOTAL REQUIRED/PROVIDED 2 SPACES/2 SPACES 1 SPACE / 1 SPACE LANDSCAPE AREA PERCENTAGE OF SITE TO BE LANDSCAPED 1250 SF OR 8% BUILDING SQUARE FOOTAGE (NON-CONDITIONED)681 S.F. DECKS/PATIOS 766 S.F. LOT COVERAGE BUILDING COVERAGE / LOT AREA (MAX. 60%)55.8% 2088/3748 VISITOR PARKING (OFF-STREET) ATTACHED ADU (CONDITIONED)710 S.F. GUEST PARKING REQUIRED 1 SPACE 1 SPACEGUEST PARKING PROVIDED □ l~~ -~~~ [=:;::::::~~~=::::::::::r~===l::=::::s:-. Qo Do J(E) 7 ---Vl\~/N~\ □ ,- 1 L ,----, I I I I I I I I L.----.J 7 I __ _J 14 BEDROOM #2 / OFFICE BATH #2 DECK FAMILY KITCHEN REF MASTER BEDROOM DINING 16R DN PANTRY OVEN WINE STOR 15R UP TO ROOF MASTER BATH WINE DISPLAY TV ABOVE FUTURE ELEV. BRICK WALL 4 567891011121315 3 2 1 LIN. CLOSET 48'-7" 8'-0" DECK 2'-0" OVERHANG BEYOND SETBACK 3'-0" WALL BELLOW 39'-11"43'-11"14'-712"25'-312"A6.1 2 A6.1 1 A5.1 1 A5.1 2 A5.2 1 A5.2 22'-0"2'-0"5'-0" DECK 43'-7" 16'-0" CANTILEVER DECK EXTENSION 19'-6" CANTILEVER DECK EXTENSION CANTILEVERED ROOF BELOW CURRENT SETBACK 10' SETBACK 8'-4" VARIANCE AT SECOND FLOOR (1'-8" REDUCTION) 7'-6" SET BACK TO ADU BELOW GLASS RAILING FOR DECK 6" INSET OVERHANG BEYOND SETBACK OVERHANG BEYOND SIDE SETBACK FIRST FLOOR EXTERIOR WALL AT 15' SETBACK 2'-0" OVERHANG BEYOND SETBACK 3'-6" 4'-4" 10" ADU EXTRUSION ROOF/LEDGE 3'-0" EXTERIOR WALL BELOW EXTERIOR WALL BELOW SWAN RESIDENCE2668 OCEAN STREET1/8/20 PRELIMINARY REVIEWCARLSBAD, CA 92008COASTAL DEVELOPMENT PERMIT SUBMITTAL© Teta Architecture Inc. dba TRE Architecture. These drawings are not valid for construction unless stamped and signed by TRE Architecture. All ideas, drawings and written materials indicated or represented by this drawing are the property of TRE Architecture, and were created, evolved and developed for use on this project, and shall not be used by or disclosed to any person or business for any purpose whatsoever without the written permission by TRE Architecture. PROFESSIONAL STAMP COPYRIGHT PROJECT INFO DOCUMENT LOG DOCUMENT TITLE DOCUMENT NUMBERTA 1905APN 203-141-084/12/21 CDP1 CDP 2021-0025 / V 2021-0001 / CDP 2022-0002 300 CARLSBAD VILLAGE DR SUITE 108a-336 CARLSBAD CA 92008 office 760 268 9090 fax 760 268 9167 WWW.TREARCH.COM TRE ARCHITECTURE 12/30/21 CDP2 2/22/22 CDP3 SECOND FLOOR PLAN A2.2 1 SCALE: 1/4" = 1'-0" SECOND LEVEL FLOOR PLAN - NEW CONSTRUCTION WALL LEGEND SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION FLOOR PLAN NOTES 1 2 SEE LANDSCAPE AND CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION, INCLUDING FINISHED GRADE ELEVATIONS, DRAINAGE AND TOP OF SITE WALL ELEVATIONS. PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING. ALL DIMENSIONS ARE TO FACE OF STUD OR GRIDLINE U.N.O.3 SEE SHEET RCP/ELECTRICAL PLANS FOR SMOKE DETECTOR LOCATIONS.4 5 6 PROVIDE 5 AIR CHANGES PER HOUR FOR LAUNDRY AND BATHROOM VENTILATION. ATTIC/UNDERFLOOR INSTALLATION MUST COMPLY WITH SECTIONS 904, 908, AND 909 OF THE CMC. PROVIDE 30" UNOBSTRUCTED WORKING SPACE IN FRONT OF FURNACE 1/2" MIN DROP IN EXTERIOR SLABS AT EXTERIOR OPENINGS THAT OPEN OUT. THRESHOLDS WHERE THE DOOR DOES NOT SWING OUT SHALL BE NO MORE THAN 7-3/4" AUTOMATION SYSTEM FOR LIGHTING, AUDIO, SECURITY AND HVAC PER SPECIFICATIONS THE CONTROL VALVES IN SHOWERS, TUB/SHOWERS, BATHTUBS, AND BIDETS MUST BE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES. COMPLETE GAS PIPING SIZING DESIGN BASED UPON A MINIMUM INPUT OF 200,000 BTU/GR FOR EACH WATER HEATER. INSTANTANEOUS WATER HEATERS SHALL HAVE ISOLATION VALVES ON BOTH THE COLD AND HOT WATER PIPING LEAVING THE WATER HEATER COMPLETE WITH HOSE BIBS OR OTHER FITTINGS ON EACH VALVE FOR FLUSHING THE WATER HEATER WHEN THE VALVES ARE CLOSED. ALL HOT WATER PIPING SIZED 3 4" OR LARGER IS REQUIRED TO BE INSULATED AS FOLLOWS: 1" PIPE SIZE OR LESS: 1" THICK INSULATION, LARGER PIPE SIZES REQUIRE 1-1/2" THICK INSULATION. ADDITIONAALLY, THE 1 2" HOT WATER PIPE TO THE KITCHEN SINK AND THE COLD WATER PIPE WITHIN 5' OF THE WATER HEATER ARE BOTH REQUIRED TO BE INSULATED. 7 8 9 10 11 12 13 2x6 STUD WALL, FULL HEIGHT 2668 OCEAN STREET APN: 203-141-08 LOT AREA: 3748 SF CARLSBAD, CA 92008 LEGAL DESCRIPTION EXISTING: R-3 AND BEACH OVERLAY PROPOSED: R-3 AND BEACH OVERLAY PROCESSING COASTAL DEVELOPMENT PERMIT PROJECT INFORMATION SWAN RESIDENCES PROPOSED: SINGLE FAMILY RESIDENCE/ ADU CARLSBAD SEWER DISTRICT, CARLSBAD MWD, CARLSBAD UNIFIED OCCUPANCY: R-3 / U CONSTRUCTION TYPE: V-B (SPINKLERED) LOT 82 AND THE SOUTHWESTERLY 5 FEET OF LOT 89 OF GRANVILLE PARK NO. 2, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING OT MAP NO. 2037, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY JUNE 18, 1927. CARLSBAD FIRE AREA CALCULATION MAIN HOUSE FIRST FLOOR LEVEL: 583 SF (CONDITIONED) ATTACHED ADU 710 (CONDITIONED) GARAGE 458 SF (NON-CONDITIONED) SECOND FLOOR LEVEL: 1808 SF (CONDITIONED) MEZZANINE LEVEL: 247 SF (CONDITIONED) STORAGE 156 SF (NON-CONDITIONED) FIRST FLOOR ENTRY COVERED PATIO: 75 SF SECOND FLOOR DECK: 247 SF ROOF DECK: 444 SF TOTAL GARAGE (NON-CONDITIONED): 458 SF TOTAL CONDITIONED SPACE : 3348 SF TOTAL STORAGE (NON-CONDITIONED): 156 SF TOTAL COVERED PATIO: 75 SF TOTAL NON-COVERED DECKS: 691 SF SETBACKS FRONT SETBACK - 20FT SIDE SETBACK - 5 FT MIN. REAR SETBACK - 10FT TOTAL BUILDING AREA BUILDING COVERAGE 2,088 S.F. MAIN HOUSE (CONDITIONED) 2,638 S.F. PARKING INFORMATION TOTAL REQUIRED/PROVIDED 2 SPACES/2 SPACES 1 SPACE / 1 SPACE LANDSCAPE AREA PERCENTAGE OF SITE TO BE LANDSCAPED 1250 SF OR 8% BUILDING SQUARE FOOTAGE (NON-CONDITIONED)681 S.F. DECKS/PATIOS 766 S.F. LOT COVERAGE BUILDING COVERAGE / LOT AREA (MAX. 60%)55.8% 2088/3748 VISITOR PARKING (OFF-STREET) ATTACHED ADU (CONDITIONED)710 S.F. GUEST PARKING REQUIRED 1 SPACE 1 SPACEGUEST PARKING PROVIDED 0 Q Q ~L_ ==:::t_==--±--==-b-=:d_ ~ ----I = ~ ::::::,.. --/1\~~/ 7 _j_ I ~s'2J) ARc,, & '1/;-, '< ,::; " /WATO N. TETA 0 * C-5148 REN. 1-31 -23 * ~\l:h---L '1'~ _,,,,$ OF CAL\'rey-;, 4 56789101112131415 DN FLAT ROOF MEZZANINE BATH #3 FOR SOLAR PANELS (3.27 KWDC MIN.) 2' PONY WALL 2' PONY WALL ROOF DECK LOW CEILING HEIGHT (UNCONDITIONED) STORAGE VAULTED TO BELOW ACCESS TO ROOF EXTERIOR SHOWER21'-934"18'-114"39'-11"10'-134"40'-7" 27'-434" 13'-10"33'-7"2'-0"39'-11"13'-214" 8'-0" A5.1 1 A6.1 2 A6.1 1 A5.1 2 A5.2 1 A5.2 211'-8"GLASS RAIL 6" INSET OVERHANG BEYOND SETBACK ROOF ABOVE DECK BELOW 2'-0"CANTILEVERED ROOF BELOW 8'-4" VARIANCE AT SECOND FLOOR (1'-8" REDUCTION) 7'-6" SET BACK TO ADU ROOF/LEDGE BELOW SWAN RESIDENCE2668 OCEAN STREET1/8/20 PRELIMINARY REVIEWCARLSBAD, CA 92008COASTAL DEVELOPMENT PERMIT SUBMITTAL© Teta Architecture Inc. dba TRE Architecture. These drawings are not valid for construction unless stamped and signed by TRE Architecture. All ideas, drawings and written materials indicated or represented by this drawing are the property of TRE Architecture, and were created, evolved and developed for use on this project, and shall not be used by or disclosed to any person or business for any purpose whatsoever without the written permission by TRE Architecture. PROFESSIONAL STAMP COPYRIGHT PROJECT INFO DOCUMENT LOG DOCUMENT TITLE DOCUMENT NUMBERTA 1905APN 203-141-084/12/21 CDP1 CDP 2021-0025 / V 2021-0001 / CDP 2022-0002 300 CARLSBAD VILLAGE DR SUITE 108a-336 CARLSBAD CA 92008 office 760 268 9090 fax 760 268 9167 WWW.TREARCH.COM TRE ARCHITECTURE 12/30/21 CDP2 2/22/22 CDP3 MEZZANINE / ROOF DECK PLAN A2.3 1 SCALE: 1/4" = 1'-0" MEZZANINE / ROOF DECK PLAN - NEW CONSTRUCTION WALL LEGEND SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION FLOOR PLAN NOTES 1 2 SEE LANDSCAPE AND CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION, INCLUDING FINISHED GRADE ELEVATIONS, DRAINAGE AND TOP OF SITE WALL ELEVATIONS. PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING. ALL DIMENSIONS ARE TO FACE OF STUD OR GRIDLINE U.N.O.3 SEE SHEET RCP/ELECTRICAL PLANS FOR SMOKE DETECTOR LOCATIONS.4 5 6 PROVIDE 5 AIR CHANGES PER HOUR FOR LAUNDRY AND BATHROOM VENTILATION. ATTIC/UNDERFLOOR INSTALLATION MUST COMPLY WITH SECTIONS 904, 908, AND 909 OF THE CMC. PROVIDE 30" UNOBSTRUCTED WORKING SPACE IN FRONT OF FURNACE 1/2" MIN DROP IN EXTERIOR SLABS AT EXTERIOR OPENINGS THAT OPEN OUT. THRESHOLDS WHERE THE DOOR DOES NOT SWING OUT SHALL BE NO MORE THAN 7-3/4" AUTOMATION SYSTEM FOR LIGHTING, AUDIO, SECURITY AND HVAC PER SPECIFICATIONS THE CONTROL VALVES IN SHOWERS, TUB/SHOWERS, BATHTUBS, AND BIDETS MUST BE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES. COMPLETE GAS PIPING SIZING DESIGN BASED UPON A MINIMUM INPUT OF 200,000 BTU/GR FOR EACH WATER HEATER. INSTANTANEOUS WATER HEATERS SHALL HAVE ISOLATION VALVES ON BOTH THE COLD AND HOT WATER PIPING LEAVING THE WATER HEATER COMPLETE WITH HOSE BIBS OR OTHER FITTINGS ON EACH VALVE FOR FLUSHING THE WATER HEATER WHEN THE VALVES ARE CLOSED. ALL HOT WATER PIPING SIZED 3 4" OR LARGER IS REQUIRED TO BE INSULATED AS FOLLOWS: 1" PIPE SIZE OR LESS: 1" THICK INSULATION, LARGER PIPE SIZES REQUIRE 1-1/2" THICK INSULATION. ADDITIONAALLY, THE 1 2" HOT WATER PIPE TO THE KITCHEN SINK AND THE COLD WATER PIPE WITHIN 5' OF THE WATER HEATER ARE BOTH REQUIRED TO BE INSULATED. 7 8 9 10 11 12 13 2x6 STUD WALL, FULL HEIGHT 2668 OCEAN STREET APN: 203-141-08 LOT AREA: 3748 SF CARLSBAD, CA 92008 LEGAL DESCRIPTION EXISTING: R-3 AND BEACH OVERLAY PROPOSED: R-3 AND BEACH OVERLAY PROCESSING COASTAL DEVELOPMENT PERMIT PROJECT INFORMATION SWAN RESIDENCES PROPOSED: SINGLE FAMILY RESIDENCE/ ADU CARLSBAD SEWER DISTRICT, CARLSBAD MWD, CARLSBAD UNIFIED OCCUPANCY: R-3 / U CONSTRUCTION TYPE: V-B (SPINKLERED) LOT 82 AND THE SOUTHWESTERLY 5 FEET OF LOT 89 OF GRANVILLE PARK NO. 2, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING OT MAP NO. 2037, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY JUNE 18, 1927. CARLSBAD FIRE AREA CALCULATION MAIN HOUSE FIRST FLOOR LEVEL: 583 SF (CONDITIONED) ATTACHED ADU 710 (CONDITIONED) GARAGE 458 SF (NON-CONDITIONED) SECOND FLOOR LEVEL: 1808 SF (CONDITIONED) MEZZANINE LEVEL: 247 SF (CONDITIONED) STORAGE 156 SF (NON-CONDITIONED) FIRST FLOOR ENTRY COVERED PATIO: 75 SF SECOND FLOOR DECK: 247 SF ROOF DECK: 444 SF TOTAL GARAGE (NON-CONDITIONED): 458 SF TOTAL CONDITIONED SPACE : 3348 SF TOTAL STORAGE (NON-CONDITIONED): 156 SF TOTAL COVERED PATIO: 75 SF TOTAL NON-COVERED DECKS: 691 SF SETBACKS FRONT SETBACK - 20FT SIDE SETBACK - 5 FT MIN. REAR SETBACK - 10FT TOTAL BUILDING AREA BUILDING COVERAGE 2,088 S.F. MAIN HOUSE (CONDITIONED) 2,638 S.F. PARKING INFORMATION TOTAL REQUIRED/PROVIDED 2 SPACES/2 SPACES 1 SPACE / 1 SPACE LANDSCAPE AREA PERCENTAGE OF SITE TO BE LANDSCAPED 1250 SF OR 8% BUILDING SQUARE FOOTAGE (NON-CONDITIONED)681 S.F. DECKS/PATIOS 766 S.F. LOT COVERAGE BUILDING COVERAGE / LOT AREA (MAX. 60%)55.8% 2088/3748 VISITOR PARKING (OFF-STREET) ATTACHED ADU (CONDITIONED)710 S.F. GUEST PARKING REQUIRED 1 SPACE 1 SPACEGUEST PARKING PROVIDED I I I ... " ► "I ,. ~ ' T I I 1/1/ ~ ~ ~ 1 ~ .... '--... .. ac:::::J ~ 0 \ \ I ' -, .... ... . ~ . .. ~ // '' \ .. /, // I /, ~n/ .\, / \ _=] "-I 1/'\. ◄/ \ ) ' ~ T '-J --/ / / ROOF DECKGLASS GUARDRAILGLASS GUARDRAILCURVED 3:12 2'-0" O.H. 2'-0" O.H.13'-0"35'-7"2'-0"16'-114"23'-934"2'-0"36'-1034"11'-814"3'-6"3'-534" 25'-814"10'-9"FLAT ROOF FOR SOLAR PANELS(3.27 KWDC MIN.)8'-0" OVERHANGCURVED ROOF OVER DECKOVERHANG BEYOND SETBACKCANTILEVERED ROOF BELOW8'-4" VARIANCE AT SECOND FLOOR(1'-8" REDUCTION)7'-6" SET BACK TO ADUBELOWDECK BELOWWALL BELOWGLASS GUARDRAIL. 6"INSET FROM DECK EDGE26'-1112"2'-0" OVERHANGBEYOND SETBACKSWAN RESIDENCE 2668 OCEAN STREET1/8/20 PRELIMINARY REVIEWCARLSBAD, CA 92008 COASTAL DEVELOPMENT PERMIT SUBMITTAL © Teta Architecture Inc. dbaTRE Architecture. Thesedrawings are not valid forconstruction unless stampedand signed by TREArchitecture. All ideas,drawings and written materialsindicated or represented bythis drawing are the propertyof TRE Architecture, and werecreated, evolved anddeveloped for use on thisproject, and shall not be usedby or disclosed to any personor business for any purposewhatsoever without the writtenpermission by TRE Architecture.PROFESSIONAL STAMPCOPYRIGHTPROJECT INFODOCUMENT LOGDOCUMENT TITLEDOCUMENT NUMBERTA 1905 APN 203-141-084/12/21 CDP1CDP 2021-0025 / V 2021-0001 / CDP 2022-0002300 CARLSBAD VILLAGE DR SUITE 108a-336CARLSBAD CA 92008office 760 268 9090fax 760 268 9167WWW.TREARCH.COMTRE ARCHITECTURE12/30/21 CDP22/22/22 CDP3ROOF PLANA4.1ROOF PLAN NOTESCONTRACTOR TO PROVIDE A VAPOR RETARDER HAVNG A TRANSMISSIONRATE NOT EXCEEDING 1 PERM IN ACCORDANCE WITH ASTM E 96 ISINSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION5.FOR TYP. ROOF PENETRATIONS, SEE DETAILCONTRACTOR TO VERIFY ALL LOCATIONSALL ROOFING AND WATERPROOFING TO COMPLY WITH THENATIONAL ROOFING CONTRACTOR'S ASSOCIATION MANUAL(CURRENT EDITION).6.CONTRACTOR TO VERIFY AND COORDINATE ALL LOCATIONS ANDSIZES OF ROOF OPENINGS.REFER TO STRUCTURAL DRAWINGS FOR ROOF FRAMINGVERIFY THAT ALL ROOF AREAS HAVE POSITIVE DRAINAGE (3/8" PERFOOT/MIN.) PRIOR TO ROOF INSULATION INSTALLATION.ALL DIMENSIONS ARE FACE OF WALL, GRID LINE, OR FACE OF STUD.(U.N.O.)4.3.1.2.ALL VENT OPENIINGS SHALL BE COVERED WITH CORROSION-RESISTANTMETAL MESH W/ OPENINGS OF 1/8" DIAMETER.SPACE VENTS EQUALLY ON BOTH SIDES OF ROOF, OR AS SHOWN ON ROOFPLAN, TO ENSURE CROSS VENTILATION.ALL VENTILATION OPENINGS SHALL BE COVERED WITH NON- COMBUSTIBLECORROSION-RESISTANT MESH. MESH OPENINGS SHALL BE 1/8 INCH.VENTILATION OPENINGS ON STRUCTURES LOCATED IMMEDIATELY ADJACENTTO BRUSH MANAGEMENT ZONE 1 SHALL NOT BE DIRECTED TOWARDHAZZARDOUS AREAS OF NATIVE OR NATURALIZED VEGETATION.ATTIC VENTILATION OPENINGS SHALL NOT BE LOCATED IN SOFFITS, IN EAVEOVERHANGS, BETWEEN RATERS AT EAVES , OR IN OTHER OVERHANG AREAS.ROOF VENTS, DORMER VENTS, GABLE VENTS, FOUNDATION VENTILATIONOPENINGS, VENTILATION OPENINGS IN VERTICAL WALLS, OR OTHER SIMILAROPENINGS SHALL BE LOUVERED AND COVERED WITH 1/8"NON-COMBUSTIBLE CORROSION-RESISTANT METAL MESHROOF GUTTERS IF PROVIDED SHALL BE PROVIDED WITH THE MEANS TOPREVENT THE ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER. ALLROOF GUTTERS AND DOWNSPOUTS SHALL BE CONSTRUCTED OFNON-COMBUSTSIBLE MATERIALS.WHEN DRIP EDGE FLASHING IS USED AT THE FREE EDGES OF ROOFINGMATERIALS, IT SHALL BE NON-COMBUSTIBLE.1.2.3.4.5.6.7.8.ROOF VENTILATION NOTES11/4"=1'-0"ROOF PLANI I l\ ~r--ir---irhr,---~rr~rT~TTT /TI ~1-L _j_. - -' - -' _L_ I ~----====-----===i'1_ /_--------'j<----'. --------is--I -, 1' I I I I I I I I I I I I I L, --, -,-----I I ~I~ I I ,,,.s"r:.-D ARcl-t/J; rJ) -~ «-'o :::J AMATO N. TETA :A * C-5148 * REN. 1-31-23 ~ STONE VENEERDECK WITHGLASS RAILING30'-0"30 FOOT HEIGHT LIMITEXISTING GRADE42.27 F.F.EXISTING GRADE8'-9"8'-9"24 FOOT HEIGHT LIMIT24'-0"TOP OFGLASS RAILING30 FOOT HEIGHT LIMIT42.27 F.F.8'-9"8'-9"24 FOOT HEIGHT LIMIT24'-0"EXISTING GRADEEXISTING GRADESTONE VENEERSTANDING SEAM METAL ROOFSTUCCO - LIGHT SAND FINISH2'-0"GLASS RAILING 6"FROM THE EDGE42.00 30'-0"EXISTING GRADE42.00 OVERHANG BEYOND SETBACK2'-0"OVERHANG BEYOND SETBACK42.27SWAN RESIDENCE 2668 OCEAN STREET1/8/20 PRELIMINARY REVIEWCARLSBAD, CA 92008 COASTAL DEVELOPMENT PERMIT SUBMITTAL © Teta Architecture Inc. dbaTRE Architecture. Thesedrawings are not valid forconstruction unless stampedand signed by TREArchitecture. All ideas,drawings and written materialsindicated or represented bythis drawing are the propertyof TRE Architecture, and werecreated, evolved anddeveloped for use on thisproject, and shall not be usedby or disclosed to any personor business for any purposewhatsoever without the writtenpermission by TRE Architecture.PROFESSIONAL STAMPCOPYRIGHTPROJECT INFODOCUMENT LOGDOCUMENT TITLEDOCUMENT NUMBERTA 1905 APN 203-141-084/12/21 CDP1CDP 2021-0025 / V 2021-0001 / CDP 2022-0002300 CARLSBAD VILLAGE DR SUITE 108a-336CARLSBAD CA 92008office 760 268 9090fax 760 268 9167WWW.TREARCH.COMTRE ARCHITECTURE12/30/21 CDP22/22/22 CDP3A5.1 EXTERIORELEVATIONS1SCALE: 1/4" = 1'-0"WEST ELEVATION2SCALE: 1/4" = 1'-0"NORTH ELEVATIONEXT. ELEVATION NOTESALL DIMENSIONS ARE TO FACE OF FRAMING (U.N.O.).WRITTEN DIMENSIONS TO PREVAIL OVER SCALE OF DRAWINGS.CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF WORK.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPENCIESALL DETAIL REFERENCES ARE TYPICAL AND APPLY TO ALL SIMILARCONDITIONS, WHETHER SPECIFICALLY REFERENCED OR NOT.ALL EXPOSED METAL AND FLASHING TO BE COMPATIBLE WITH GUTTERS.1234SCALE: NOT TO SCALEPERSPECTIVE-----L l __L_, ---Fr"~= -=-_--"--------.. _ I I,/ ---------------r--,t:'.,----~ r r 1 r 1---r-----'-----:-::--~ JLlT I I~ [ r It I I ___._____, ~~ J r I r =-_r_ I ----'~-T r C-5148 * REN. 1--..11-23 'F CA'-~ 30'-0"30 FOOT HEIGHT LIMIT42.27 F.F.8'-9"8'-9"24 FOOT HEIGHT LIMIT24'-0"30 FOOT HEIGHT LIMIT8'-9"8'-9"24 FOOT HEIGHT LIMIT24'-0"EXISTING GRADEEXISTING GRADESTONE VENEERALUMINUMWINDOWSSTUCCO - LIGHT SAND FINISHSTUCCO - LIGHT SAND FINISHROOF DECK WITHGLASS RAILINGEXTERIOR LIGHTEXTERIOR SHOWERSTONE VENEERSTONE VENEER2'-0"EXTERIOR SHOWER30'-0"EXISTING GRADE42.27 F.F.42.00 EXISTING GRADE42.00 44.27 EXISTING GRADE6" GLASSRAIL INSETSWAN RESIDENCE 2668 OCEAN STREET1/8/20 PRELIMINARY REVIEWCARLSBAD, CA 92008 COASTAL DEVELOPMENT PERMIT SUBMITTAL © Teta Architecture Inc. dbaTRE Architecture. Thesedrawings are not valid forconstruction unless stampedand signed by TREArchitecture. All ideas,drawings and written materialsindicated or represented bythis drawing are the propertyof TRE Architecture, and werecreated, evolved anddeveloped for use on thisproject, and shall not be usedby or disclosed to any personor business for any purposewhatsoever without the writtenpermission by TRE Architecture.PROFESSIONAL STAMPCOPYRIGHTPROJECT INFODOCUMENT LOGDOCUMENT TITLEDOCUMENT NUMBERTA 1905 APN 203-141-084/12/21 CDP1CDP 2021-0025 / V 2021-0001 / CDP 2022-0002300 CARLSBAD VILLAGE DR SUITE 108a-336CARLSBAD CA 92008office 760 268 9090fax 760 268 9167WWW.TREARCH.COMTRE ARCHITECTURE12/30/21 CDP22/22/22 CDP3A5.2EXTERIORELEVATIONS1SCALE: 1/4" = 1'-0"EAST ELEVATION2SCALE: 1/4" = 1'-0"SOUTH ELEVATIONEXT. ELEVATION NOTESALL DIMENSIONS ARE TO FACE OF FRAMING (U.N.O.).WRITTEN DIMENSIONS TO PREVAIL OVER SCALE OF DRAWINGS.CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF WORK.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPENCIESALL DETAIL REFERENCES ARE TYPICAL AND APPLY TO ALL SIMILARCONDITIONS, WHETHER SPECIFICALLY REFERENCED OR NOT.ALL EXPOSED METAL AND FLASHING TO BE COMPATIBLE WITH GUTTERS.1234SCALE: NOT TO SCALEPERSPECTIVED ----- --------·-~----. --c::::..._-=-"° :::_----------- ---- -------~S\:-D ARC1t, (y 1/~ ✓ AMATO N. TETA <'.;.. * C-5148 REN. 1-31-23 * GARAGEDININGADUBEDROOM8'-9" 8'-1" 24'-0"24 FOOT HEIGHT LIMIT30FOOT HEIGHT LIMIT30'-0" 1'-2", TYP.right of way3'-6"41.8 @ GARAGE.ROOF DECKMEZZ.KITCHENDININGLIVINGGARAGEBATHENTRY7'-03 4"30FOOT HEIGHT LIMIT24 FOOT HEIGHT LIMITPROPERTY LINE PROPERTY LINE 42.27 F.F.42.0 EXIST. GRADE42.0 EXIST. GRADEPROPERTY LINE PROPERTY LINE42.27 F.F.41.9 FG41.6 FG5'-0" S.Y.S.B.5'-0" S.Y.S.B.41.6 FG4 1 . 6 FG 30'-0" 24'-0" EXIST. GRADESIDEWALKROOF DECKSOLAR ROOF DECK8'-9"CLOSETR48'-0"8'-9"1'-2"8'-9"3:12 SLOPEDEDICATION LINE 5'-0" 15'-0" FRONT SETBACKVARIANCE: 5'-0" REDUCTION20'-0"2'-0" DECKCANTILEVER7'-6"SETBACKAT ADU8'-4" AT SECOND FLOORVARIANCE: 1'-8" REDUCTION13'-6" ROOF AT ADU 2'-0" ROOFCANTILEVER2'-0" ROOFCANTILEVER20'-0"CURRENT SETBACK10'-0"CURRENT SETBACK4'-0"CANTILEVER4' TO PL.28'-1134"2'-0" DECKCANTILEVER2'-0" ROOFCANTILEVERSWAN RESIDENCE 2668 OCEAN STREET1/8/20 PRELIMINARY REVIEWCARLSBAD, CA 92008 COASTAL DEVELOPMENT PERMIT SUBMITTAL © Teta Architecture Inc. dbaTRE Architecture. Thesedrawings are not valid forconstruction unless stampedand signed by TREArchitecture. All ideas,drawings and written materialsindicated or represented bythis drawing are the propertyof TRE Architecture, and werecreated, evolved anddeveloped for use on thisproject, and shall not be usedby or disclosed to any personor business for any purposewhatsoever without the writtenpermission by TRE Architecture.PROFESSIONAL STAMPCOPYRIGHTPROJECT INFODOCUMENT LOGDOCUMENT TITLEDOCUMENT NUMBERTA 1905 APN 203-141-084/12/21 CDP1CDP 2021-0025 / V 2021-0001 / CDP 2022-0002300 CARLSBAD VILLAGE DR SUITE 108a-336CARLSBAD CA 92008office 760 268 9090fax 760 268 9167WWW.TREARCH.COMTRE ARCHITECTURE12/30/21 CDP22/22/22 CDP3SECTIONSA6.11SCALE: 1/4" = 1'-0"SECTION2SCALE: 1/4" = 1'-0"SECTIONSECTION NOTESALL DIMENSIONS ARE TO FACE OF FRAMING (U.N.O.).WRITTEN DIMENSIONS TO PREVAIL OVER SCALE OF DRAWINGS.CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF WORK.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPENCIESALL EXPOSED WOOD SHALL BE PAINTED / STAINED PER EXTERIORELEVATION LEGEND.ALL DETAIL REFERENCES ARE TYPICAL AND APPLY TO ALL SIMILARCONDITIONS, WHETHER SPECIFICALLY REFERENCED OR NOT.RISER DIMENSIONS TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION.MAXIMUM RISER HT. 7 3/4".PROVIDE FIRESTOPS, VERTICAL AND HORIZONTAL, IN ENCLOSEDSPACES AT 10'-0" INTERVALS MAXIMUM. (U.B.C. SEC 708.2.1)STUD SPACING PER STRUCTURAL. FIREBLOCK 10'-0" EACH WAY MAX.1234567KEYNOTES,, , I /_ <---------- - - - -----f--- - - - - - - - - - - - - - - - - - - - - - - - - -~ ' _____________ I - - - - - - - - - - - - - - - - - - - - - - - - - - - ----1-----______,._------j I -I ~+--.,,......-.------------,-,-----------.-.-----------+-,, -~ ,,,.s"r;,.D ARcl-tfJ: r!f (:; ✓ AMATO N. 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PROJECT NUMBERS - = PRELIMINARY GRADING PLAN A.P.N SITE ADDRESS CDP 2021--0025 IV 2021-0001 (DEV2021-0100)/ CDP 2022--0002 203-141-08-00 -- OW PROP. ROW -EX. I - 20' 5' ! 15' FYSB - JtcDICATIO~ -I I - PL PRIVACY FENCE PER LS ---- 2 APN 03-141-15 SWAN RESIDENCE 2668 OCEAN STREET OCEAN ST I I I -APRPOX. LINE OF EX GRADE ~ l EX. AC PAVEMENT I -FF 42.27 --L TO REMAIN -- r7 - 1'-2" -~ ~ ----2%-M IN-- 4.4' MAX EXPOSED RET. WALL PER SDRSD C-5 ' 2% ' + ~ I I I: • ·1 I 11~ == = -J--:--1 - -_J L L L !1_ I_ _l_ PEA GRAVEL PER LS II I I I I I I I I I I I I~ 0---EX. 10" WATER TW@FG 1lf Ill~ t 1W t-1'--BW_@_FG • .. .• • E=" ,\·;/::./:),;}.-_'l JI ··Jlll □I ··- ·=rn11==i1•· TYPICAL WALL DETAIL t _,,_ ...J LL (.) <( t ,5' NTS 1---w w a::: I- C/) z <( w (_) 0 l SEWER NOTES: SECTION A-A NTS NO TOPOGRAPHIC EVIDENCE OF EXISTING SEWER LATERAL LOCATION PROVIDED. HISTORIC INFORMATION SUGGESTS A SEWER CONNECTION FOR 2669 GARFIELD RUNS THROUGH SUBJECT PROPERTY AND JOINS WITH SEWER FROM SUBJECT PROPERTY_ CITY TO ADVISE ON PROPOSED REQUIRED CONNECTIONS FOR BOTH 2668 OCEAN ST_ AND 2669 GARFIELD ST. ANY EXISTING SEWER LATERALS SERVICINGAPN 203-141-15 & 203-141-08 SHALL BE REMOVED FROM THE RIGHT-OF-WAY. THE TRENCH RESURFACING SHALL BE PER GS-25 WATER NOTE: ------ DEPENDING ON THE EXISTING WATER SERVICE TAP METHOD, CMWD TO DETERMINE IF A NEW SERVICE TAP WILL BE REQUIRED DURING CONSTRUCTION. ,: .. CONC PATIO PER LS-:../ -• LI- 4' PVC SD WALL DRAIN PER GEOTECH RECOMENDATIONS I NOTES: • ALL SERVICE LINES TO THE SUBJECT BUILDING SHALL BE CONSTRUCTED UNDERGROUND. • THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND/OR BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINT SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR THE REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT. • ALL STREET SIGNS, LIGHTS, LAMPS, UTILITIES, ETC_ LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE PROTECTED IN-PLACE DURING CONSTRUCTION OR REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. • EX. FHAPPROXIMATELY 149' NORTH OF NORTHERLY PL • EX. WM FOR 203-141-09 (2678 OCEAN) IS LOCATED ALONG THEIR SOUTHERN PL, APPROXIMATELY 50' SOUTH OF PROJECT SOUTHERN PL. PRELIMINARY GRADING PLAN SCALE: 1 "=5' APN 203-141-07 PL 5' SYSB FF 42.27 DEEPENDED CONC CURB PER LS 5' SYSB PL l APN OWNER EXISTING LOTS PROPOSED LOTS TOTAL GROSS LOT AREA 2668 OCEAN STREET CARLSBAD, CA 92008 CHRISTOPHER SWAN & CRISTA MCCLURE-SWAN 2668 OCEAN STREET CARLSBAD, CA 92008 3,748 SF (0.09 AC) 203-1 1~~ = = 1= =i-7;pc..;;;;.;;;;;Jt':::==================::SEWE;:::;:::R_::LA:;:T;ERAL:::::::FO::R;=:'i=='~~""f--EX-_-FENCE- CONC CURB -· J r 11 1 'i r i' APN 203-141-15~ -, TO REMAIN EXISTING USE PROPOSED USE SEWER DISTRICT WATER DISTRICT SCHOOL DISTRICT RESIDENTIAL (SINGLE-FAMILY) RESIDENTIAL (SINGUE-FAMILY/ADU) CITY OF CARLSBAD 4"PVCSD SECTION B-B TRENCHDRAIN CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD UNIFIED SCHOOL DISTRICT SAN DIEGO GAS & ELECTRIC GRADING QUANITTIES VOLUME OF CUT VOLUME OF FILL VOLUME OF EXPORT REMEDIAL GRADING = 100 CY = 10 CY = 90 CY = 250 CY NTS TOTAL GRADED AREA (INCLUDING ROW) = 4,234 SF (0.10 AC) THESE QUANTITIES ARE APPROXIMATE AND ARE SUBJECT TO CHANGE BASED ON FINAL ENGINEERING DESIGN AND DETAILING. APN 203-141-16 EAVE:-,65.8 ROOF RIDGE =59.7 APN 203-141-15 APN 203-141-14 LEGAL DESCRIPTION: ELECTRIC TELEPHONE CATV FIRE PROPOSED# OF UNITS EXISTING ZONING PROPOSED ZONING COASTAL ZONE FLOOD PANEL EXISTING GENERAL PLAN DESIGNATION PROPOSED WATER DEMAND PROPOSED SEWAGE GENERATION PROPOSED DRAINAGE DISCHARGE WATER DRAINAGE BASIN REFERENCED DRAWINGS EXISTING ON-SITE IMPERVIOUS AREA PROPOSED ON-SITE IMPERVIOUS AREA AT&T TIME WARNER CABLEVISION CARLSBAD FIRE 2 UNITS R-3 & BEACH OVERLAY R-3 & BEACH OVERLAY YES 06073C0761H R-3 & BEACH OVERLAY 250 GPO/DU' 1 DU = 250 GPD 220 GPD/DU 8 1 DU= 220 GPD 0.44 CFS BUENA VISTA CREEK HYDROLOGIC AREA, EL SAL TO SUB-AREA (904.21) MAP 2037 CARLSBAD DWG. P-2.2 CARLSBAD DWG 159-9 3,175 SF 2,620 SF LOT 82 AND THE SOUTHWESTERLY 5 FEET OF LOT 89 OF GRANVILLE PARK NO. 2, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING OT MAP NO. 2037, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY JUNE 18, 1927. SOURCE OF TOPOGRAPHY TOPOGRAPHIC SURVEY DATED OCTOBER 9, 2019 PERFORMED BY WOODS LAND SURVEYING, INC. THE BOUNDARY AND TOPOGRAPHY SHOWN HEREON WERE PROVIDED BY WOODS LAND SURVEYING, INC. PASCO LARET SUITER & ASSOCIATES MAKES NO GUARANTEE AS TO THE ACCURACY OF SAID DATA OR ITS IMPACT ON THE DESIGN. LEGEND DESCRIPTION PROPERTY LINE BOUNDARY CENTERLINE EX. CONTOURS EX. RETAINING WALL EX. SEWER MAIN EX. WATER MAIN SETBACK PROPOSED BUILDING PROPOSED RETAINING WALL PROPOSED PCC PAVING PROPOSED SYNTHETIC TURF 4" PVC SD PIPE @0.5% PROPOSED GRADE CALLOUT EXISTING GRADE CALLOUT PROPOSED SEWER LATERAL PROPOSED TRENCH DRAIN PROPOSED CONC. CURB PROPOSED COBBLE RIP-RAP ABBREVIATIONS: AC ASPHALT CONCRETE APPROX APPROXIMATE BW@FG BOTTOM OF WALL AT FINISH GRADE CL CENTER LINE DW DOMESTIC WATER EL ELEVATION EX EXISTING FS FINISH SURFACE FG FINISH GROUND FYSB FRONT YARD SETBACK FL FLOWLINE HP HIGH POINT IE INVERT ELEVATION LF LINEAR FEET MAX MAXIMUM MIN MINIMUM PL PROPERTY LINE STANDARD SDRSD C-5 SYMBOL -------- --s--s-- --w--w-- ■ ■ I,,_ ,,, '•. I . ' , ' , , . I =======:o:======= FGXXXX (FG XX.XX) -s-s---@ Ii I I I II I I II II I I I Ii I I I II I I ABBREVIATIONS CONTD: PROP PUB PVT RIM RYSB SD SDRSD SF ss SYSB TC TF TG TPFT TW TW@FG TYP PROPOSED PUBLIC PRIVATE RIM ELEVATION REAR YARD SETBACK STORM DRAIN SAN DIEGO REGIONAL STANDARD DRAWING SQUARE FEET SANITARY SEWER SIDE YARD SETBACK TOP OF CURB TOP OF FENCE TOP OF GRATE TOP OF FOOTING TOP OF WALL TOP OF WALL AT FINISH GRADE TYPICAL in z 0 iii ~ 0::: 0 LL z ::5 a.. (9 z 0 ~ (9 ~ <( z ~ _J w 0::: a.. 00 0 I ..- "q" ..- I M 0 N z a.. <( SHEET -~ . RCE 68075 . 06-30-2 Civil "' " fil ID w 1i Cl z ::s s:: ii: 0 [;i w Cl 1-w w (_) w z 0::: w l-o U) -U) z w <( 0::: w zO <( 0 3;:00 U)~ N C1 PLSA 3176-PGP LANDSCAPE (Prescriptive Compliance Option) SWAN RESIDENCE EX. WAT 2668 OCEAN SIREET, CARLSBAD CDP 2021 0025 IV 202I-OOot I CDP 2022-000a 1/ Appendix D Prescriptive Compliance Option This appendix contains pi:e~criptivc requirements which may be used :as a compliance option LO the Water Efficient Landscape Ordinance and th.is Landscape Manual for projects of less than 2,500 square feet. CompLiance w)r.h the follo..,,.,jng items is manfilltolV and must be documented on a landsca= ~Ian in order to use this antion. Project Applicant: Christa Swan Date: 02/16/22 Project Addre~s: 2668 Ocean Street, Ge.rlsbe.d Assessor's Parcel Number: Total Landscaoe Arca: 489 ~.ft. (see exhibit below) Turf Arex O =.ft. r Plam Area: 489 =.ft. Project T\'PC: sinC1le familv residence \'l7atcr Sunn! , T\"""': domestic water meter Proiect Contact Name and Number: Br1ar, Grove 858-345-1499 "I agree t1t.?m1-'~th the requirements of the pre~ptive compliance option to the City o[ Carl~bad Landscape f\fanual" Si,-rned: .ui / Y,.~\ t Dare: 02/16122 fV v'j YES NIA REQUIREMENTS X A. Incorporate composr at a rate of :l.t leJSt four cubic yards per 1,000 square feet ro a deprh of six inches i.nto la11.dscane area /unless contraindicated bu a soil testl B. Phm materi:tl shall comnfr ·with all of the follO\\ ' t. For re&ide11tial areas, install climate adapted planes that require occasion:tl, little or no summer X water (axer9.gc \~UCO LS plant fa.nor 0.3) for 75% of the plant area excluding edibles and :ucas using recycled waier. 2. For non-residenti:l.l areas, install climate adapted plants that require occasion:tl, little or no summer X water (a,·eragc WUCOLS plant factor 0.3) for 100% of the plant area excluding edibles and areas i" I UMBl!.ED PEA GRA 1EL IN OW (MOJAVE ORE UAL) usinQ rccvcled w:m~r. 3. A minimum three inch (3") larer of mulch sh:J..11 be applied on all exposed soil surfaces ofplanring X ate:.1.s except in turf area~, creeping or rooting groundco\'en, or direct seeding llpplieations where mulch is contraindicated. C. Turf shall comnlu with all of the follmvin<>: X 1. Turf sh11.ll nm exceed 25% of the landscape area in resi.denrial areas, and there shall be no ru rf in non-rcsidcnrial a1eas. X 2. Turf shall not be planted on slopo!d ueas which exceed a slope of 1 foot vertical elevation ch:l.I'lge for even, 4 feet ofhorizontal len,.,.;h. 3. Turf is prohibited in parkwa~s Jess than 10 feet wide, unless the parlrn,ay is adjacent to a parking X strip and used to enter and cxi, vehicles. Any rurf in parkvnys must be irrigated by subsurface itri&:l.tion or b,, other t(!Chil.olow th:u create~ no 0\'a'Snrav or runoff 0. lrri(!-J_rion svstcms shall comnlv \1:ith the followinu: X 1. Automatic ir:rig.ition controllers arc required and must use cvap-0ttanspiration or soil moisture sensor data and utilize a rain sensor. X 2. Irrigation controllers shall be of a type which does not lose programming data in the event the primarv power source is interrupted. X 3. Pressure reguhltors shall be installed on the irrigation system to rnsurc the dynamic pressure of the system i5 within the manufacturers recommended nressurc ranirc. X 4. tianual sbut•off valves (such as a gate vafrc, ball ,,aJ,•c, or butterf1 y valve) shall be installed as d ose :;is ....... ssib1e to the rioim of connection of the water su-"1". 5, All irrigatio11. emission devices must meet the requircroencs set in the Ai"\JSI standard, ASA.BE/ICC X 802-2014. ''Landscape Jttigation Sprinkler and Emitter Standard," All sprinkler heads installed i.o the !an<lscape must document a distribution uniformity low quartet of 0.65 or higher using the protocol defined in ASABE/ICC 802-2014. X 6, Areas less tl1an ten (I 0) feet in widrh in any direction shall be irrigaced with subsurface iuigntion or other means that rn-oduces no runoff or oversnnv. X E For non-residential projects with landscape areas of 1 /JOO sq. ft. or more, ,i. private submi::.ter(s) to measure !rtndscane water use sl1al1 be installed. .>.t che time of final inspection, the permit applicant must provide the owner of the propert,' \l.ith a X cerciticace of comple:cion, certificate of ir,.s1alhtion, irrig.ition schedule lUld a schedule of landscape and irriiration maintenance. Appendix D City of Ci11,lsbi11d L;mdsc:illpe Manuilll Ll_ ----1-~ lf ~ u ...J LL w Cl 0 w ~ EX S:i;,J,NG CANARY IS p ?,'?J:?>?, TO BE~ EX. WATER SERVICE 0 BE UPGRADED V Cl) w (.) 0 -6~~qifj 55 qn PLANT SCHEDULE .,,, .,,., ;.J. C: :::_1_ - NOTES Incorporate compost at a rate of at least four cubic yards per 1,000 square feet to a depth of six inches into landscape area (unless contradicted by a soil test). A minimum three"inch (3") layer of mulch shall be applied on all exposed soil surfaces of planting areas except in turf, creeping or rooting ground covers, or direct seeding applications. All irrigation emmission devices shall be subsurface drip tube (Netafim or equal) At the time of final inspection, the permit applicant must provide the owner of the property with a certificate of completion, certificate of installtion, irrigation schedule, and a landscape & irrigation maintenance schedule. Property Owner shall be responsible for all landscape maintenance. All utilities are to be screened. I am familiar with the requirements for landscape & irrigation plans contained in the City of Carlsbad's Landscape Manual and Water Efficient Landscape Regulations. I have prepared this plan in compliance with those regulations and the I sc e manual. I certify that the plan implements those regulations to provide efficient use of water. 02-16-22 TREES SHRUBS 0 f} • 0 0 0 0 0 0 SHRUB AREAS ml GROUND COVERS BOT AN I CAL/ COMMON NAME BRAHEAARMATA / MEXICAN BLUE PALM DRACAENA DRACO I DRAGON TREE BOT AN I CAL/ COMMON NAME AEON I UM CANARIENSE / AEONIUM AGAVE GUIENGOL.A / CENTURY PLANT ALOE STRIAT A/ CORAL ALOE DASYLIRION LONGISSIMUM / TOOTI-ILESS DESERT SPOON DIANEUA REVOLUTA/ FLAX LILY ECHEVERIA X 'AFTERGLOW' I AFTERGLOW ECHEVERIA FESTUCA MAIREI / ATLAS FESCUE PROTEA COMPACT A/ PINK PROTEA RHAPHIOLEPIS UMBELLATA .MINOR' /YEDDA HAWTHORN WESTRINGIA FRUTICOSA / COAST ROSEMARY BOTANICAL/ COMMON NAME LOMANDRA LONGIFOLIA 'BREEZE' TM/ BREEZE MAT RUSH BOTANICAL/ COMMON NAME SENECIO MANDRALISCAE 'BLUE CHALK STICKS'/ SENECIO CONT 24"BOX 48"8OX SIZE 1 GAL 24"BOX 5GAL 15GAL SGAL 4"POT 1 GAL 5GAL 5GAL 5GAL CONT 1 GAL CONT FLAT SPACING 2411 0.c. SPACING C'O QTY QTY 16 12 4 7 18 9 2 44 3 QTY 36 QTY 46SF ~ / ~ 4 c ,;:,\~ ~ CON / 5%:A(·' REMO\V&EX. WALL EXISTING 5' HIGH WOOD FENCE TO REMAIN rty Line N 55°59'04"E 74.99' " □ □ ' ~ C z FUTURE ELEV. ~ld}JTER PRO-c 6 STATION 1RRJ1GATION c b N"§Ro~ILER TO ,--,..,.;,,~j li LOCATED IN GARAGE. CON ROLLER O ~AVE SOLAR ®SYNC ET SENSOR & RAIN SEN OR & BAT ERY BACKUP. SYNTHETIC LAW~ rf P.) REF PANTRY STOR EAVE=65.8 --- D Ii ROO" RIDGE cg ---'-'-'-'- - ~ ASf ,DIR NEW 5' HIGH i ~---wooDFENCEOIN PROPERTY LINE _J TRENCH D NP , R CIVIL 7 _J WUCOLS LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW HEIGHT 12" 25" HEIGHT 1' 3" 3" 3.5' 1' 1' 3" 4" 3" 4' 2.5' 1' HYDROZONE SQ.FT. KEY (all LOW water use zones) L] = 267 sq.ft. 103 sq.ft. 119 sq.ft. ¢--'" ,,,. , -s FOR 15 .-.. ...,_ ,. ' Lt" \I\. I ~ PLANTING PLAN X O 0 ' .___. .. P I Ii I I ~ (only potable water will be used on the project" no recycled water). HYDROZONE PLAN :::.,. ......