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HomeMy WebLinkAboutDWG 480-3P; CT 13-03; TERRACES AT ROBERTSON RANCH; 01-27APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. LEGEND q> FF GF PE TW TF BW TS BS CB FG FS HP LP FL oc CB TG INV BB 1.0% 4:1 R GB DIAMETER FINISH FLOOR ELEVATION GARAGE FLOOR ELEVATION PAD ELEVATION TOP OF WALL TOP OF FOOTING ELEVATION BOTTOM OF WALL TOP OF STEP BOTTOM OF STEP CATCH BASIN FINISH GRADE FINISH SURFACE HIGHPOINT LOW POINT FLOW LINE ON CENTER CATCH BASIN TOP OF GRATE ELEVATION INVERT ELEVATION BOND BEAM ELEVATION ALIGN GRADIENT IN PERCENTAGE RATIO: 4' HORIZONTAL DISTANCE PER 1' OF VERTICAL HEIGHT RIDGE GRADE BREAK DIRECTION OF FLOW DRAINAGE PIPE ATRIUM DRAIN (33.60) 33.60 HT BCR ECR TC BC EJ SJ SC R RDWD HDR LA MIN MAX MJ TYP PA FOB 0 0 EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION HEIGHT BEGINNING OF CURB RADIUS END OF CURB RADIUS TOP OF CURB BOTTOM OF CURB EXPANSION JOINT SCORE JOINT SAW CUT RADIUS REDWOOD HEADER LANDSCAPE ARCHITECT MINIMUM MAXIMUM MASTIC JOINT TYPICAL PLANTING AREA FACE OF BUILDING DECK DRAIN TURF DRAIN ,..--31 _ _,,, PROPOSED CONTOUR ,--31 _/ EXISTING CONTOUR ~ ::---.. ( c=::)) BERM-BUILT-UP --LANDSCAPE GRADE e -DETAIL REFERENCE -SHEET LOCATION A--SECTION REFERENCE ~-SHEET LOCATION CONSULTANTS ARCHITECT ROBERT HIDEY ARCHITECTS 3337 MICHELSON DRIVE, SUITE 170 IRVINE, CA 92612 PHONE: (949) 655-1550 CONTACT: STANLEY CHOW LANDSCAPE ARCHITECT SUMMMERS/MURPHY & PARTNERS, INC 34197 PACIFIC COAST HIGHWAY, STE 200 DANA POINT, CA CONTACT: WIL PINAROC PHONE: (949) 443-1446 CIVIL ENGINEER MICHAEL BAKER INTERNATIONAL 5050 AVENIDA ENCINAS CARLSBAD, CA 92008 PHONE: (760) 603-6275 CONTACT: ERICK SAMPSON NOTES STRUCTURAL ENGINEER FMESI, INC. 1800 EAST 16 TH STREET UNIT B SANTA ANA, CA 92701 CONTACT: RAMON WONG PHONE: (714) 835-2800 INTERIOR DESIGNER DESIGN LINE INTERIORS 1302 CAMINO DEL MAR DEL MAR, CA 92014 CONTACT: ERICKA MOODY PHONE: (858}414-1185 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, MATERIALS, AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL CONSTRUCTION ELEMENTS AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 2. ALL WORK SHALL BE PERFORMED BY A CALIFORNIA LICENSED CONTRACTOR. 3. CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE ACCORDING TO STATE, COUNTY AND LOCAL CODES, ORDINANCES AND UP TO CAL-OSHA SAFETY ORDERS REGARDING PERFORMANCE OF WORK. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH THE NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ALL COSTS INCURRED DUE TO DAMAGE AND/OR REPLACEMENT OF SAID UTILITIES, INCLUDING DELAYS. 5. ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE OWNER (JOB SUPERINTl:NDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER (JOB SUPERINTENDENT) OR LANDSCAPE ARCHITECT IN WRITING. ANY CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES IS AT THE CONTRACTOR'S RISK AND EXPENSE. 6. A SEPARATE CITY REVIEW AND AND APPROVAL IS REQUIRED FOR ANY PORTION OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY. -------r ,, ------- T.M. DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DJG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA C: \DRAWING FILES\TITLE SHEETS\XXXX.DWG 5/15/2012 ORA WING INDEX: LANDSCAPE DRAWINGS FOR: SHEET TITLE SHEET NUMBER ROBERTSON RANCH WEST VILLAGE TERRACES MODELS TITLE SHEFT CONSTRUCTION PLAN CONSTRUCT/ON DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION SPECIF/CATIONS 1 2 3 to 15 16 LOTS 320~322 AT CARLSBAD, ROBERTSON CALIFORNIA RANCH /RR/GA T!ON TREE LAYOUT PLAN 17 /RR/GA TION SHRUB LAYOUT PLAN 18 VICINITY CITY OF OCEANSIDE HlGHWAY, 78 --- NOTE: THIS PROJECT SHALL COMPLY WITH THE 2013 CALIFORNIA RESIDENTIAL CODE, WHICH ADOPTS THE 2012 IRC, 2012 UMC, 2012 UPC AND THE 2011 NEC. SECTION R106.1 NOTE: A WATER EFFICIENT LANDSCAPE BROCHURE AS APPROVED BY THE CITY SHALL BE PROVIDED FOR EACH GROUP OF ADULTS WHO VISIT THE MODELS, TOLL BROTHERS 725 WEST TOWN AND COUNTRY ROAD, SUITE 200 ORANGE, CA 92868 PHONE:650 377-5810 CONTACT: GREG DEACON MAP LOCATION MAP NOTE: THIS PLAN SET INCLUDES PLANTING, IRRIGATION, HARDSCAPE LAYOUT, AND CONSTRUCTION DETAILS. GENERAL DETAILS ARE INCLUDED FOR: DECORATIVE WALLS, WATER FEATURES, OVERHEAD TRELLIS ELEMENTS, POOLS, SPAS, PAVING, PATIOS, AND RETAINING WALL LOCATIONS. ALL ITEMS REQUIRING STRUCTURAL DETAILS ARE BEING PROVIDED BY THE STRUCTURAL ENGINEER, INCLUDING FOOTINGS, REINFORCEMENTS, AND RETAINING WALLS. PREPARED BY: SUMMERS/MURPHY & PARTNERS, INC. LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443-1446 FAX (949) 443-1631 NOT TO SCALE /RR/GA TION LEGEND AND NOTES 19, /RR/GA TION DETAILS & CALCS 20. /RR/GA TION DETAILS 21 IRRIG. SPECIF/CATIONS 22 TREE PLAN 23 SHRUB PLAN 24 PLANTING DETAILS 25 PLANTING SPEC/FICA TIONS 26 DECLARATION OF RESPONSIBLE CHARGE: CONSISTENT WITH CURRENT STANDARDS. I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS I UNDERSTAND THAT THE CHECK OF PROJECT ORA WINGS AND SPECIF/CATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDIT/' '·:: :°'\ APPROVAL RELATED TO LANDSCAPING. BY: ( ; J r°""\ • • .. .,,= ,_ --~ PHONE lie: _j_949 ) 443-1446 REGISTRATION NO: 1881 EXP/RAT/ON DA TE: 07-31-2016 WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE ,u TIONS TO PROVIDE EFFICIENT USE OF WATER. By' ( A . • ,nl ,r ~~-;;...=-~ - PHONE N1 : ~949 ) 443-1446 REGISTRATION NO: 1881 EXP/RAT/ON DA TE: 07-31-2016 BACKFLOW PREVENTER TESTING: ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RES UL TS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL SE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT: HTTP:/1\/VWN.CARLSBADCA.GOV/SERVICES/DEPARTMENTS/WATER/DOCUMENTS/RECYCLEDWATERBACKFLOWTESTERLIST.PDF FOR RECYCLED OR HTTP:/1\/VWN.CARLSBADCA.GOV/SERVICES/DEPARTMENTS/WATER/DOCUMENTS/WATERBACKFLOWTESTERLIST.PDF FOR POTABLE OR CALL (760) 438-2722. w (0 INSPECTION PROCEDURES: INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "CERTIFICATION OF COMPLETION" FORM. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "CERTIFICATION OF COMPLETION" FORM FAX TO: (760) 944-8943. LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602-4602. PRIOR TO BEGINNING LANDSCAPE= WORK: THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE DESIGNER OF WORK SHALL REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. ..J 0 a: I- ll I 0. :;; Cl) fSHml CITY OF CARLSBAD ~ l-----+---+-------------------1----+---+------+---I L___1_J PLANNING DI VISION ~ 1-----+---+-------------------1----+---+------+---I r------+---+-----~------------1----+---+-----+------1 LANDSCAPE IMPROVEMENT PLANS FOR: ROBERTSON RANCH WEST VILLAGE TERRACES MODELS CARLSBAD.CA TITLE SHEET 1-------+---+-------------------l----+---+------t---l PLANNING 1---0c-cA-=TE,--+-c1Ncc1Tccc1A.,.L-+-------------------1----+---+------+---1 ~o:::'.w=N=:;:s=y=,=-=-=-=-=--=-=-.:;-;::::.I ====P=R=o=JE=c=r=N=o=.===,:;-;I =o=R=A_ w=1=N=G =N~o. DATE INITIAL DATE INITIAL CHKD BY: __ _ DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT 13-03 480-3P APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. NOTE: A WATER EFFICIENT LANDSCAPE BROCHURE AS APPROVED BY THE CITY SHALL BE PROVIDED FOR EACH GROUP OF ADULTS WHO VISIT THE MODELS. I \ '9i ' I "'",_ --· -----w > " -, 0::: I I 0 \ w ~ IQ (9 0::: l:W ~ / Q..r,K- s <( LL. -0 (9 t: :. :J ~ -, , I ' \ ' /1 _,..- / ' ~-/ / '•"'· ··"'' -'••, ,, f 1 I (, Iii ~ ' • ·* 000(1¾!) 0000, 0000 0000 0000 0000 \ -----'1. I -----. (',J ',N' --·"" \ I I ., -- I ---. ' ' \ S-10 , / .. I \ ----~ NOTE: WATER EFFICI N LANDSCAPE SIGN, SIZ SI N SO tr 3'WATER EASEMENT PRESSURE REDUCING S:!:f,TION REFER 1:0 ENGINEER'S•P>LANS " "' ' "' I __ J S-<l to THAT IT IS VISIBLE A READABLE FROM ROA WAY, GN SHALL BE WHITE WIT BLACK CAPITAL LETT N AT LEAS INCHES HIGH & Sl;IALL S ATE " I ,,LI.fl/ I THIS MODEL HQUSE US WATER EFFICIENT LANDSCAPIN AND / / / IR IGATION". SYMBOL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION PLANTING AREA ~ ALIGN = = 12 DOOR I ' ~:~· 41'-2" L ; • I • : M3-15 i i M3-8 0 ; • 0 b ~ ' f- ~ ' -11" <\' <\' 0 ~ f-S-6 CHASE COU PA FOB EJ FACE OF BUILDING ® EXPANSION JOINT t. CALL OUT CENTER LINE STREET LIGHT SUPPLIERS/MANUFACTURER t> t> t> □ ELECTRIC SERVICE BOX 0 PROPOSED STEP LOCATION 6 TYP. TRANSFORMER SLAB BOX AD.A PATH OF TRAVEL rr=\,, BIOSWALE RETENTION PLA~~j -- TYPICAL PROPERTY LINE EARTH MOUNDING ARTISAN PANELS BELGARD CORONADO STONE DAL TILE DCS APPLIANCES EMSERTILE KRCROCK LOUIS LONGI SCULPTOR PEBBLETEC STEVE WOLFF & ASSOC. THE TILE SHOP WWW.ARTISANPANELS.COM 909.355,6422 -PHIL GALLICCHIO WWW.CORONADO.COM WWW.DAL TILE.COM WWW.DCSAPPLIANCES,COM WWW,EMSER.COM 760.744.1036 949.306.9109 -LOUIS LONGI WWW.PEBBLETEC.COM 714.282.1155 -STEVE WOLFF 602-380-6306-STEVE MORGENTHALER EB SCALE: NORTH 0 1" 10 q -"4 12 = = M2-1 LIMIT OF WORK ; • I • : i i 11'-10'' I == ; = = • ~ L .----, 11> ~- 14'-4" RO.W. NOTE: _. _ - POSITIVE SURFACE DRAIN/\GE-(2o/,GRADE IN PLANTING AREAS) AWAY FROM STRUCTURES TERMINATING IN AN APPROVED DRAINAGE SYSTEM SHALL BE REQUIRED. REFER.JO-CIVILENGINEER:S PRECISE GRADING I DRAINAGE PLANS FOR DETAILS NOTE: AN EDUCATIONAL SIGN SHALL BE PLACED IN THE FRONT YARD OF MODEL HOME SO THAT IT IS VISIBLE AND READABLE FROM THE ROADWAY, THE SIGN SHALL BE WHITE WITH BLACK CAPITAL LETTERING AT LEAST TWO INCHES HIGH AND SHALL STA TE "THIS MODEL HOME USES WATER EFFICIENT LANDSCAPING AND IRRIGATION", 1 O' -O" 20 40 Undergro_und Service Alert Call• TOLL FREE 1·800 422-4133 TWO WORKING DAYS BEFORE YOU DIG 12 DOOR I ' 4~'-6" TRAP FENCE IN THE PARKWAY AREA IS TEMPORARY. AT THE END OF THE TEMPORARY SALES TRAILER AND MODEL USE, THIS SHALL BE REMOVED. PLAN1 iro;--c M1-1 M1·2 M1•3 M1-5 M1-6 M1•7 M1' M1-9 MMO M1-11 M1·12 M1-13 PLAN2 M2.-1 M2-7 M2-9 M2•11 Ml-12 M2-13 M2-14 M2-15 M2-16 M2•17 DESCRIPTION DETAIUSHEET ENTRY WALK PAVING PAVERS: LAFlTT RUSTIC SLAB, NOCE 3 PIECE PATTERN C AVAIL FROM: BELGARD PAVERS 9 3 LOW MASONRY WALL 1 4 FINISH ALL SIDES: JURA STONE BEIGE LIMESTONE 12X24, OFFSET AVAIL. FROM DAL TILE DECORATIVE POTS: BY WOLfF HORTICULTURE PAVING: 6 3 TILE: TRAV CHISELED ONYX 16X24 OFFSET AVAIL. FROM: EMSER ' GROUT: RECESSED, COLOR CBP#382 BONE TO MATCH INTERIOR ENTERTAINMENT WALL/ OUTDOOR KITCHEN 1 5 & 6 WALL VENEER: JURA STONE BEIGE LIMESTONE 16X24, OFFSET AVAIL. FROM: OALTILE LARGE ARTWORK/WALL DECOR: COORDINATE WITH INTERIOR DES. COUNTERTOP: ARIZONA TILE, TAJ MAHAL SLAB, 2 t• SO. MITERED EDGE REFRIGERATOR: UC-24RO, BY WOLF STAINLESS STEEL BBQ: OG42, BY WOLF STAINLESS STEEL SINK: UNDER SINK ACCESS DOORS: 42' DOUBLE DOORS: 1114089, BY WOLF RECESSED 65" N: SB6570HD, BY SUNBRITE 1V OR AS APPROVED BY OWNER CUSTOM WOOD OR STEEL SHELVING ' UNDER SHELF LIGHTING: PUCK-RD-3W-90D030K-SA EDG53512, BY EDGE LIGHTING WINE REFRIGERATOR: LHP24D03L, BY PERLICKSIGNATURE OUTDOOR SERIES BEER REFRIGERATOR & TAPPER: HP24T02R2, BY PERLICK SIGNATURE SERIES STORAGE CABINETS & DRAWERS (30''): 814093, BY WOLF UNDER GRILL ACCESS DOORS: 42" DOUBLE DOORS: 814089, BY WOLF DIRE(,'TIONAL LIGHTING FIXTURES: RGBW, BLACK, AVAIL. FROM: SPJL!GHTING.COM SPAfWALL 1,2 5 LOW WALL/ COLUMN VENEER: JURA STONE BEIGE LIMESTONE 16X24, OFFSET, AVAIL. FROM: DAL TILE SPA WATERLINE TILE: MARRONE CHIANG BLEND AVA!L. FROM: DAL TILE SPA FINISH: SEAFOAM GREEN PEBBLESHEEN STAINLESS STEEL SLOT SCUPPER, 24", BY BOBE WOOD OVERHEAD STRUCTUR~ PAINT: COLOR: SW2808 ROOKWOOD DARK VERTICIAL AND HORIZ. FACE Or SPA STEPS: TRAV CHISELED ONYX 16X24, OFFSET AVAIL. FROM: EMSER GROUT: RECESSED, COLOR CBP #362 BONE SPA NET: BLACK ZERO EDGE POOL: WATERLINE TILE: MARRONE Cl-HANO BLEND AVAIL FROM DALTILE COPING: MATCH ADJACENT PAVING LOW SCULPTURE PEDESTAL WALL IN POOL: JURA STONE BEIGE LIMESTONE 16X24, OFFSET AVAIL. FROM: DAL TILE POOL NET: BLACK POOL FINISH: SEAFOAM GREEN PEBBLE SHEEN SCULPTURE SCULPTURE: BY LOUIS LONG MASONRY PILASTER VENEER: JURA STONE BEIGE LIMESTONE 16X24, OFFSET, AVAIL. FROM: DAL TILE CAP: MATCH VENEER NOT USED OVERHEAD STRUCTURE WOOD OVERHEAD STRUCTURE, PAINT: COLOR SW2808 ROOKWOOD DARK 8 1,2 ' 1,2 1 5 3 5 • • 5 • BACKACCENTWALL 2 4 fJl-it.Vft6~~6i~fitESTONE BEIGE LIMESTONE 16X24, OFFSET CAP: MATCH WALL TILE VENEER WATER WAll VENEER: TRAVERTINE BAJA CREAM T720 1''X2" MOSAIC AVAIL. FROM: DAL TILE CUSTOM STAINLESS STEEL RAIN CURTAIN WATER EMITTER ACROSS LENGTH OF WATER WALL: BY POOL BOBE DECORATIVE PEBBLE DECORATIVE PEBBLE: -:l::-3" SONORA SHINE COBBLE MIX AVAIL. FROM KRG ROCK RETAINING WALL WALL FINISH: LAGOSAZUL LIMESTONE 12X24 2:~~~11iti~~~~l:EiEEi~LE, ALL VISIBLE SIDES REFER TO DETAILS BY STRUCTURAL ENGINEER ENTRY WALK PAVING 9 3 PAVERS: BERGERAC, VICTORIAN BLEND 3 PIECE RUNNING RANDOM BONO AVAIL. FROM: BELGARD PAYERS LOW MASONRY PILASTERS 7 VENEER. 3" SPLIT LIMESTONE, GENOA SANDS AVAIL. FROM: CORONADO STONE STACK TO MATCH ARCHITECTURE FLAGSTONE CAP, COLOR: BROWNSTONE, BY CORONADO STONE OECORATIVE POTS: BY OWNER LOW WOOD FENCE 1 7 PA\NT: SNOWBOUND, SW7004 FRONT YARD WATER FEATURE 7 VERTICAL VENER: KNAPSACK CRAFT CARVED RECTANGLE AVAIL. FROM: CREATIVE MINES WALL CAP: MATCH VERTICAL VENEER WATERLINE TILE: CATANIA BLUE 6X12, AVAIL. FROM: THE TILE SHOP PLASTER BOTTOM: DARK GREY ENTERTA1NMENTWALL/ FIREPLACE I OVERHEAD 8 ~~~ r&NJfT~~~ ~k~L Ll~~~J2r6R~:~g¢m~~g~E AVAIL. FROM: CORONADO STONE STACK TO MATCH ARCHITECTURE HEARTH: MATCH KITCHEN ISLAND FIREPLACE INSERT: MEZZO 72', BY HEAT N GLD WOOD OVERHEAD STRUCTURE, PAINT: SW7047, BY SHERWIN WILLIAMS RECESSED 65' 1V: SB6570HD, BY SUNBRITE 1V, OR AS APPROVED BY OWNER STONE PILASTERS: MATCH WALL DIRECTIONAL LIGHTING FIXTURES: RGBW BLACK AVAIL. FROM: SPJLIGHTING COM LMNG WALL· RECESSED IN WALL ' ' 1 8 . WALL VENEER: 3' SPLIT LIMESTONE, GENOA SANDS WITH FLAGSTONE WALL CAP, COLOR: BROWNSTONE FROM: CORONADO STONE ST ACK TO MATCH ARCHITECTURE LIVE WALL OUTDOOR SYSTEM WITH PLANTS AVAIL. FROM: INSTANT JUNGLE, TO INCLUDE MAINTENANCE CONTRACT INSTALL, PLANT, AND IRRIGATE PER MANUFACTURER'S SPECS. DECORATIVE MIRRORS-COORD. WITH INTERIOR DESIGNER ZERO EDGE POOL AND STANDARD EDGE SPA WI WEIR: 2 7 & 9 WATERLINE TILElSPA WALL ACCENTTILE: , 8 3 CATANIA BLUE 6X12, AVAIL. FROM: THE TILE SHOP !~~1E?~tJtili~¼~~~g~□if6~~ TERRA SILL, COLOR: ROMAN POOL I SPA PLASTER FINISH: TROPICAL BREEZE PEBBLE TEC POOL/ SPA NET: BLACK COPING· MATCH ADJACENT PAVING SHEETING WATER SCUPPER AT SPA: TO DISPERSE El/EN WATER FLOW ACROSS LENGTH OF WATER WALL, BY POOL CONTRACTOR RETAINING WALL WITH LOW PILASTER 1 11 ~Jli~\iNi!:R~i·R~J-fo~~ft1iNE, GENOA SANDS ST ACK TO MA TGH ARCHITECTURE CONCRETE WALL GAP: OMAHA TAN BY DAVIS COLORS 2 9 POTS: BY WOLFF HORTICULTIJRE GAROEN BENCH 2 7 BENCH: PROVENCIAL BENCH, COLOR: BROWNSTONE AVAIL. FROM: CAMPANIAINTERNATIONAL.COM PAVING 6 3 TILE: MISINGI SUBER 8X32, AVAIL. FROM: ARIZONA TILE TIGHT GROUT JOINT, GROUT: CBP #145 LIGHT SMOKE MATCH INTERIOR TILE LAYOUT SUN ROOM 2 9 PILASTER/ BACK WALL VENEER: 3" SPLIT LIMESTONE, GENOA SANDS 110 AVAIL. FROM: CORONADO STONE STACK TO MATCH ARCHITECTURE MASONRY WALL VENEER: 2 9 PlLASTER/ BACK WALL VENEER: 3" SPLIT LIMESTONE, GENOA SANDS 110 AVAIL. FROM: CORONADO STONE LOW PILASTER CAPS WITH POTS: OMAHA TAN BY DAVIS COLORS POTS: BY WOLFF HORTICULTURE CUSTOM Bl FOLD FAAMELESS DOORS BY CRISOCAL.COM ALONG FRONT ANO BOTH SIDES OF SUN ROOM CUSTOM WINDOWS AGAINST BACK OF SUN ROOM BY LOCAL WINDOW MANUFACTURER DECORATIVE ARTWORK/ LEDGE ACCESSORIES· COORD. WlTH INTERIOR DESIGNER CEILING FAN· MOTOR MODEL CA-55030, IN BRUSHED COCOA WITH REMOTE AND REVERSIBLE BURNT WALNUT BLADES, MODEL: 99002, BY CASALANCA FAN CO. DIRECTIONAL LIGHTING FIXTURES: RGBW, BLACK AVAIL FROM: SPJLIGHTING.COM FLAGSTONE STEPPERS ' COLOR: ARIZONA BLUCKSKIN SELECT AVAIL. FROM KRG ROCK SAMPLE OR PHOTO TO BE PROVIDED TO LANDSCAPE ARCHITECT FOR APPROVAL DRIVEWAY PAVING: BY OWNER ENTRY WALK STAIRS 7 PAVING: MATCH ENTRY WALK REAR YARD STAIRS 8 PAVING: MATCH ADJACENT TILE PAVING 2 7 ARTIFICIAL TURF WITH STEEL HEADER 5 3 SYNFescue354, AVAIL. FROM: SANDIEGOARTIFICIALLAWNS.COM INSTALL PER MANUFACTURER'S RECOMMENDATIONS RETAINING WALL 3' SPLIT LIMESTONE, GENOA SANDS 10 AVAIL.FROM: CORONADO STONE STACK TO MATCH ARCHITECTURE REFER TO DETAILS BY STRUCTURAL ENGINEER FINISH SCHEDULE NO, OESCRIPTJON DETAIL/SHEET FOR BIDDING PURPOSES ONLY VERIFY FINAL SELECTIONS WITH LANDSCAPE ARCHITECT. SAMPLES OF ALL STONE& TILES MATERIALS ARE TO BE DELIVERED ON-SITE PRIOR TO S-1 S-2 S-3 S-4 S-5 S-6 S-7 S-8 S-9 S-10 s-11 S-12 S-13 S·14 M>4 ... ·~· MJ-9 M3-10 M3•11 M3-12 M3-13 M3-14 M3•15 Ml--16 MJ-17 M3-18 M3-19 Ml--20 M3-21 M3•22 MJ-23 MJ-24 M~25 ·~" M3--27 M3-28 ... ' PRODUCTION CONCRETE SIDEWALK REFER TO ENGINEER'S PLANS AC PAVING REFER TO ENGINEER'S PLANS TURF REFER TO PLANTING PLANS TRAP FENCE " STEEL COLOR: BLACK OR SIMILAR PER OWNER HANDRAIL COLOR: BLACK OR SIMILAR PER OWNER POTS ALL POTS BY STEVE WOLFF & ASSOCIATES PROPERTY WALL • REFER TO PRODUCTION PLANS SIDE GATE· BY OWNER POOL I SPA EQUIPMENT ENCLOSURE. BY OWNER AC UNIT· REFER TO ARCHITECT'S PLANS PARKWAY PLANTING· REFER TO PRODUCTION PLANS SHOVEL CUT EDGE MAINTENANCE GATE· BY OWNER WATER EFFICIENT LANDSCAPE AND IRRIGATION SIGNAGE 2 4 11 3 ENTRYWALKPAVING 6 3 AmJDE NUBA VEINCUT HONED12X24, OFFSET BOND ACID WASHED TO ACHIEVE NONSLIP COEFFICIENT AVAIL. FROM: THE TILE SHOP, GROUT TO MATCH LOWMASONRYWALL 3,-' 11 VENEER: SANTA BARBARA BROOKSHIRE 1 10 AVAIL. FROM: CORONADO STONE, TO MATCrl ARCHITECTURE PAVING: 6 3 TILE: ARCTIC GRAY HONED, 12"X24" CALCATTA GOLD POLISHED, 12"X24" SORMONNE BRUN HONED, 12"X24", CUT TO 6"X6" ACID WASHED TO ACHIEVE NONSLIP COEFFICIENT ALL AVAIL. FROM: DAL TILE INSTAU. IN SAME BASKETWEARVE PATTERN TO MATCH INTERIOR ENTERTAINMENT WALL I OUTDOOR KITCHEN 14 WALL VENEER: SANTA BARBARA BROOKSHIRE 15 AVAIL. FROM: CORONADO STONE, TO MATCH ARCHITECTURE PILASTER & ISLAND VENEER: CREMA EUROPA 12X24 HONED (L221), OFFSET, AVAIL FROM: DAL TILE TIGHT GROUT JOIITT, COLOR: TEC 903 BIRCH CUSTOM WOOD OR STEEL CABINETS WITH GLASS SHELVING UNDER SHELF LIGHTING: PUCK-RD-3W-90D030K-SA EDG53512, BY EDGE LIGHTING GLASS TILE BACKING: WCENTE: MORNING FOG LINEAR MOSAIC BY EMSER WOOD SLAT OVERHEAD STRUCTURE: STAIN TO MATCH TREX DECK COLOR COUNTERTOP: MATCH PAl:i8-THRU COUNTER TOP-BY INTERIOR DESIGNER REFRIGERATOR: UC24-RO, BY WOLF BBQ: 42" BBQ BY WOLF, MODEL: OG42 UNDER GRILL ACCESS DOORS: UNDER GRILL ACCESS ODORS: 42' DOUBLE DOORS: 814089 BY WOLF WARMING DRAWER: WWD300, BY WOLF ' STAINLESS STEEL SINK: K5286-NA, BY KOEHLER, FAUCET: K596-VS, BY KOEHLER UNDER SINK ACCESS DOORS: UNDER GRILL ACCESS DOORS: 42" DOUBLE ODORS; 814089, BY WOLF UNDER COUNTER FREEZER DRAWE.RS: HP24F035, BY PERLICK SIGNATURE SERIES RECESSED 65' TV:SB6570HD, BY SUN BRITE lV, OR AS APPROVED BY OWNER WINE REFRIGERATOR: H.P15W02, BY PE RUCK SIGNATURE SERIES BEVERAGE COOLER: HP24B01 L, BY PERLICK SIGNATURE SERIES BEER REFRIGERATOR & TAPPER: HP24T02R2, BY PERLICK SIGNATURE SERIES STORAGE CABINETS & DRAWERS: (30"\: 814093, BY WOLF ALL APPLIANCES TO BE STAINLESS srEEL HANGING BAR LIGHTS: SHELTER OUTDOOR PENDANT 1322, BLACK, LED, AVAIL. FROM: LU MENS.COM STEP DOWN LOUNGE RETREAT LOUNGE CUSHIONS: CUSTOM, TO BE SEWN LOCALLY COORDINATE WITH INTERIOR DESIGNER AFTER CONSTRUCTION TO VERIFY FINAL DIMENSIONS AND FABRIC SEAT VENEER (ALL VERTICAL AND HORIZONTAL PIECES): CREMA EUROPA 12X24 HONED (L221), OFFSET, AVAIL. FROM: DAL TILE TIGHT GROUT JOINT, COLOR: TEC 903 BIRCH POOL WATERLINE TILE: AURA SILVER GLASS TILE, FROM THE TILE SHOP COPING: 12" BAND -ARCTIC GREY HONED 12X24 (L757} , FROM DAL TILE PLASTER FINISH: EMERALD BAY PEBBLETEC POOL NET: BLACK WOOD SLAT OVERHEAD STRUCTURE AT COURTYARD STAIN TO MATCH TREXDECKCOLOR WATER SCUPPER 36" SMOOTI--1 FLOW SCUPPER, OIL RUBBED BRONZE, FROM BOBE ' 14 14&15 12 " RAISED DECK 15 TREX DECKING: TRANSCEND, COLOR: SPICED RUM COURTYARD WATER FEATURE I FIREPLACE 12 WALL VENEER: CREMA EUROPA 12X24 HONED (L221), OFFSET, AVAIL. FROM: DAL TILE TIGHT GROVl JOINT, COLOR: TEC 903 BIRCH Fl REPLACE: MEZZO 60" WATERLINE TILE: AURA SILVER GLASS TILE, FROM THE TILE SHOP FILL WITH 2-3" BLACK BEACH PEBBLES SOLID BRASS BUBBLER JETS FROM CRYSTALWATERESCAPES.COM MODELS: CW-100, QTY: 2, CW-150, QTY: 1 WATER JET ClJT STEEL PANELS ATTACHED TO WALLS, PATTERN 37, BAMBOO, COLOR: BRONZE AVAILABLE FROM: ARTISANPANELS.COM -VE.RlFY FINAL DIMENSIONS PRIOR TO ORDERING WATER SPOUT: BIG KARLO, COLOR: TRADITIONAL CHOCOLATE BROWN, BY WATERBEARING.COM DECORATIVE FIRE COUNTER 1 15 DECORATIVE ORBS: GRAY FIREBALL 6" (QTY. 9) AVAIL. FROM: MODERNRUSTIC.COM GLASS FIRE ROCK: -1--BLACK REFLECTIVE AVAIL. FROM: MODE"'RNRUSTIC.COM FIRE STRIP EMITTER: LINEAR TROUGH FIREPIT INSERT, 72" ELECTRIC IGNITION, AVAIL. FROM: HPCFIRE.COM OR SIMILAR SCULPTIJRE: BY LOUIS LONGI COVNTERTOP /WAll VENEER: CREMA EUROPA 12X24 HONED (L221), OFFSET, AVAIL. FROM: DAL TILE TIGHT G"ROlJT JOINT, COLOR: TEC 903 BIRCH SCULPTURE SCULPTURE: BY LOUIS LONGI POT PEDESTAL 4 11 WALL VENEER: SANTA BARBARA BROOKSHIRE AVAIL. FROM: CORONADO STONE, TO MATCH ARCHITECTURE CAP: MATCH VENEER POTS: BY WOLFF HORTICULTURE WALL WITH EYEBROW TRELLIS 13 SCULPTURE: BY LOUIS LONG! 14 LOW SCULPTURE PEDESTAL WALL IN POOL: TBD 15 BACK WALL VENEER: CREMA EUROPA 12X24 HONED (L221), OFFSET, AVAIL. FROM: DAL TILE TIGHT GROUT JOINT, COLOR: TEC 903 BIRCH SHEETING WATER SCUPPER: RECESSED 75" SUNBRITE lV: BY OWNER EYEBROW TRELLIS OVER BACK WALL: STAIN TO MATCH TREX DECK COLOR POOL BAR 1 14 BAR SEATS: AURA SILVER GLASS TILE, FROM THE TILE SHOP BAR COUNTER: MATCH OUTDOOR KITCHEN COUNTER STONEWALL 13,14,15 STONE VENEER: WALL VENEER: SANTA BARBARA BROOKSHIRE AVAIL. FROM: CORONADO STONE, TO MATCH ARCHITECTURE BATTERED COLUMN WITH SPOUT 14,15 COLUMN VENEER: CREMA EUROPA 12X24 HONED (L221), OFFSET, AVAIL FROM: DAL TILE TIGHT GROUT JOINT, COLOR: TEC 903 B!RCH WATER SPOUT: BIG KARLO, COLOR: TRADITIONAL CHOCOLATE BROWN, BY WATERBEARING COM DRIVEWAY . PAVING: BY OWNER ENTRY WALK STAIRS ATruDE NUBA VEINCUT HONED12X24, OFFSET BOND AVAIL. FROM: THE TILE SHOP STONEWALL VENEER: CREMA EUROPA 12X24 HONED (L221), OFFSET, AVAIL. FROM: DAL TILE TIGHT GROUT JOINT, COLOR: TEC 903 BIRCH WOOD SLAT WALL/ OVERHEAD STRUCTURE 13, 15 WOOD SLAT BACK WALL/ OVERHEAD: MATCH DECKING COLOR WALL BEHIND: VENEER: CREMA EUROPA 12X24 HONED (L221l, OFFSET, AVAIL. FROM: DAL TILE TIGHT GROUT JOIITT, COLOR: TEC 903 BIRCH CAP: MATCH VENEER wo~i~~J~¥~:R~~~~~·w:lK COLOR 13,14, 15 DIRECTIONAL LIGHTING FIXTURES: RGBW, BLACK, AVAIL. FROM: SPJLIGHTING COM PAVING • :tt\~.G~t~Y~EN¾~: ~~~UT HONED12X24, OFFSET BOND STEPPER 7 3 POURED IN PLACE CONCRETE STEPPERS-SMOOTH FINISH COLOR: SAN DIEGO BUFF BY DAVIS COLORS POOL FOG JETS FOG JETS: BY POOL CONTRACTOR PASS•THRU BAR COUNTER COUNTERTOP: REFER TO PLANS BY INTERIOR DESIGNER RAISED PLANTER VENEER: SANTA BARBARA BROOKSHIRE AVAIL. FROM: CORONADO STONE, TO MATCH ARCHITECTURE 2' THICK TOP DRESSING OF DECORATIVE PEBBLES PEBBLES: 2-3" LA PAZ BUFF PEBBLE MIX FROM ALLMASONRYLANDSCAPE.COM RETAINING WALL WALL FINISH: CREMA EUROPA 12X24 HONED (L221), OFFSET, AVAIL. FROM: DAL TILE TIGHT GROUT JOINT, COLOR: TEC 903 BIRCH REFER TO DETAILS BY STRUCTIJRAL ENGINEER ARTIFICIAL TURF SYNFescue354, AVAIL FROM: SAND!EGOARTIFICIALL.AWNS.COM INST All PER MAN FACTUR ' E O TONS CITY OF CARLSBAD PLANNING DIVISION ~ LRJ it ~•~rrg * TERRACES MODELS "'-"I 'Pao,, :/. ~,._ CARLSBAD, CA r::::::::-;::-;-:::::-;::-:::-:----L---l't:..;;;o::ar~c;;,;A==Ll::::'o:..f<' __ ~(-~---_-_-_-_+f----_-_-_+j_-_-_-_-~_-~_-_-_-_-_-_-_-~_-_-_-_-~~~----_-_-_-~~=-l------l----j_---l __ _J ~===c=======C===O=N=S,C,Tic=R=U=C=T=IO=N===LA=Y=O=U=T=P=LA=N===~ PREPARED BY: ~ 4' E,\[_;, 1 . ~-(r _ I APPROVED: ';;.,, -/]\~ st± I SUMMERS/MURPHY & PARTNERS, INC. 11----t----t---------------l-----l------l---j_____J PLANNING -= XL LANDSCAPE ARCHITECTS ~~~===:;-;::========;--;:==== 34197 COAST HIGHWAY, SUITE 200 DATE INITIAL DWN BY: DANA POINT, CALIFORNIA 92629 DATE INITIAL DATE INITIAL CHKD BY: (949) 443-1446 FAX (949) 443-1631 DESIGNER OF WORK REVISION DESCRIPTION OTHERAPPROVAL CITY APPROVAL RVWD BY: PROJECT NO. CT 13-03 DRAWING NO. 480-3P APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. I -- 24" I I I I I I : I I I I I I u u dL_J L _ _J LEGEND 1. ½" x 2" SQ. TUBULAR RAIL 2. ADJACENT STEPS 3. 1-1/2" SQ. TUBULAR STEEL POST 4. CONCRETE FOOTING 5. DECORATIVE COVER PLATE OVER BRACKET 12" I I I I I I I I u L -_J SECTION VIEW SCALE: 1" = 1'-0" HANDRAIL FOOTING SCALE: 1" = 1 '-0" L 9"SQ. L 1 1 HANDRAIL FOOTING SCALE: 1" = 1'-0" 6. METAL 'L' BRACKET, BOLT THROUGH POST WITH (2) BOLTS, MOUNT TO CONCRETE WITH (2) BOLTS AND SEALED W/ EPOXY OR APPROVED EQUAL 4 HANDRAIL SECTION VIEW SCALE: 1" = 1 '-0" LEGEND 1. STONE PAVER -REFER TO FINISH SCHEDULE 2. 1" THICK SAND SETTING BED 3. SUB-BASE MATERIAL-REFER TO SOILS REPORT, 4" MIN. THICKNESS 4. MORTAR -REFER TO FINISH SCHEDULE 5. COMPACTED SUBGRADE 6. WATERLINE TILE -REFER TO FINISH SCHEDULE 12" NOTE: • POOL CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL POOL CONSTRUCTION & MECHANICAL, INCLUDING PUMP, DRAINAGE, LIGHT FIXTURE, ELECTRICAL, & ALL APPURTENANCES, ETC., PRIOR TO INSTALLATION. 7. BOND BEAM AND PLASTER -REFER TO POOL CONTRACTOR'S SHOP DRAWING 8. STONE COPING MATERIAL -REFER TO FINISH SCHEDULE 9. MASTIC JOINT 10. CONCRETE SUB SLAB 11. STONE OR CONCRETE -REFER TO PLAN 2 POOL COPING -PLAN 3 REFER TO LAYOUT PLAN 6" SECTION VIEW 1 ·• . . . • --J-----jdd'n',Job , ,,_ -,, ,-m-m-m--, " EXPANSION JOINT SECTION VIEW SCALE: 1" = 1 '-0" LEGEND 1. POLYSTYRENE JOINT CAP OVER EXPANSION BOARD. REMOVE TOP OF JOINT CAP PRIOR TO CAULKING. (SEE NOTE) 2. 3/8" WIDE FULL DEPTH ASPHALT SATURATED FIBER EXPANSION BOARD OR EQUAL. 3. CONCRETE PAVING -REFER TO FINISH SCHEDULE FOR COLOR, FINISH AND/OR PATTERN -REFER TO SOILS REPORT FOR THICKNESS 4. 1/4" RADIUS -ALL EDGES 5. SAWCUT OR TOOLED JOINT -REFER TO FINISH SCHEDULE ·4 '' -n~..,.,-;#rl . . . . ii ~ .. .. . . .,· -:: ilrri T:-:;;:':::~~~~~ --------,, ,_ -,, ,-m-m--,, ,_,,, ,Jd±,.n!,1--I SCORE JOINT SECTION VIEW SCALE: 1" = 1 '-0" 6. 1" MINIMUM 7. AGGREGATE SUB-BASE -REFER TO SOILS REPORT FOR DEPTH REQUIREMENTS 8. FINISH GRADE 9. COMPACTED SUBGRADE -REFER TO SOILS REPORT FOR REQUIREMENTS NOTE: APPLY½" DEEP JOINT SEALANT (CAULKING) INTO GROOVE . SAND IN WITH #60 SILICA SAND. MATCH COLOR OF PAVING REFER TO SOILS ENGINEER'S REPORT FOR MINIMUM THICKNESS OF CONCRETE, REINFORCING STEEL, COMPACTED SUBGRADE, AND SUB-BASE MATER! CONCRETE AND JOINTS DETAIL NOTE: REFER TO SOIL ENGINEER'S REPORT FOR MINIMUM THICKNESS OF CONCRETE, REINFORCING STEEL, COMPACTED SU BG RADE, AND SUB-BASE MATERIAL SECTION VIEW SCALE: 1-1/2" = 1'-0" LEGEND 1. FINISH GRADE-PLANTING AREA 2. COMPACTED SUBGRADE-REFER TO SOILS REPORT 3. METAL HEADER-REFER TO FINISH SCHEDULE , I ~I I I I II I I '±..-rn=rrr::::::::rr=rr~=rr==::crri=rnl , ~-111-111 -Ill -Ill I I -Ill_ SECTION VIEW SCALE: i-1/2" = 1'-0' SECTION VIEW SCALE: 1" = 1 '-0" SCALE: 1" = 1 '-0" LEGEND LEGEND 9 SECTION VIEW SCALE: 1" = 1'-0" LEGEND 1. FINISH GRADE 2. EDGING SUPPORT -REFER TO MANUFACTURE'S INSTALLATION MANUAL 3. 4. 1" SAND SETTING BED INTERLOCKING PAVER -REFER TO FINISH SCHEDULE SCHEDULE 5. SUB-BASE MATERIAL, 2" MIN. THICKNESS 6. COMPACTED SUB GRADE NOTE: • REFER TO SOILS ENGINEER'S REPORT FOR MINIMUM THICKNESS OF CONCRETE, REINFORCING STEEL, COMPACTED SUBGRADE, AND SUB-BASE MATERIAL INTERLOCKING PAVERS 8 LEGEND 1. WATER LINE 2. WATER LINE TILE-REFER TO FINISH SCHEDULE 3. GLUE SYNTHETIC TURF TO BOND BEAM 4. SYNTHETIC GRASS -REFER TO FINISH SCHEDULE 5. 2" MIN. LAYER OF COMPACTED AGGREGATE BASE 6. COMPACTED SUBGRADE 7, WATER COLLECTION, RETURN TO SYSTEM 8. BONDBEAM 9. POOL BOTTOM FINISH· REFER TO FIN!SH SCHEDULE 10. POOL SAFETY NET !!.QE. POOL CONTRACTOR TO PROVIDE SHO?ORAWINGS FOR ALL POOL CONSTRLJCTION & MECHANICAL, INCLUDING PUMP, DRAINAGE, LIGHT FIXTURE, ELECTRICAL, & ALL APPURTENANCES, ETC., PRIOR TO INSTALLATION. REFER TO MANUFACTURER'S INSTALLATION MANUAL FOR SYNT/-JET/C TURF CONSTRUCTION. POOL -ZERO EDGE -PLAN 2 1. FINISH GRADE 2. 1/2" RADIUS ALL EDGES 3. CONCRETE PAVING -REFER TO FINISH SCHEDULE 4. COMPACTED SUBGRADE 5. SUB-BASE MATERIAL NOTE: REFER TO SOILS REPORT PREPARED BY SOILS ENGINEERING INC. FOR MINIMUM THICKNESS OF CONCRETE, COMPACTED SUBGRADE, AND SUB-BASE MATERIAL. 7 CONCRETE STEPPERS -PLAN 3 1. FINISH GRADE 2. MASONRY PAVING MATERIAL-REFER TO FINISH SCHEDULE 3. 4" MIN. CONCRETE SUB-SLAB -REFER TO SOILS REPORT 4. COMPACTED SUBGRADE 5. GROUT -REFER TO FINISH SCHEDULE 6. SUB-BASE MATERIAL-REFER TO SOILS REPORT 7. ACID WASH FINISH AS NECESSARY TO ACHIEVE NONSLIP COEFFICIENT 6 TILE ON CONCRETE 5 STEEL EDGING ll---l------+-----------+-------+----l------1-----1 fsHml CITY OF CARLSBAD I SHEETS I ~ PLANNING DIVISION 27 Underground Service Alert Call• TOLL FREE 1•800 422-4133 TWO WORKING DAYS BEFORE YOU DIG LANDSCAPE IMPROVEMENT PLANS FOR: ROBERTSON RANCH WEST VILLAGE TERRACES MODELS CARLSBAD, CA CONSTRUCTION PLANS ll----+--+-------------------1-----1----1---~1-----1 I APPROVED: ,,:,--!'.(: :ii_ PREPARED BY: -~ C=r-t:!l_;;u SUMMERS/MURPHY & PARTNERS, INC. P_LA_N_N-IN_G_~~___,,c=,,----e~~~~ LANDSCAPE ARCHITECTS ::::::==.::::.::::.:=,:::_=-=-=-=-=-,:;-;:::===========~ 34197 COAST HIGHWAY, SUITE 200 DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: PROJECT NO. I DRAWING NO. DANA POINT, CALIFORNIA 92629 REVISION DESCRIPTION CHKD BY: (949) 443-1446 FAX (949) 443-1631 DESIGNER OF WORK OTHERAPPROVAL CITY APPROVAL RVWD BY: CT 13-03 480-3P APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 1 FRONT ELEVATION VIEW SCALE: 1 /4" = 1 '-0" ENTRY ELEVATION AT PLAN 1 POOL/ RETAINING WALL SECTION 'B' SCALE: 3/8" = 1 '-0" ""0 ~ LEGEND 1. RETAINING WALL WITH VENEER, ALL SIDES - REFER TO FINISH SCHEDULE 2. TILE PEDESTAL FOR SCULPTURE/ ARTWORK REFER TO FINISH SCHEDULE 3. POOL TILE -REFER TO FINISH SCHEDULE 4. PLASTER -REFER TO FINISH SCHEDULE 5. RECESSED CONTINUOUS EMITTER STRIP FOR RAIN CURTAIN WATERWALL. 2 BACK WALL/ POOL SECTION/ ELEVATION AT PLAN 1 ,~ LEGEND NOTES: 1. 30" SEAT WALL -SEE FINISH SCHEDULE .---m'.FER TO STRUCTURAL ENGINEER'S DETAILS AND CALCULATIONS FOR ALL CONNECTIONS, REJNFC\'lC/NGAND FOOTING INFORMATION. ALL LUMBER TO BESAW SIZED DOUGLAS FIR. 2. 36" PILASTER -SEE FINISH SCHEDULE ALL CONNECTORS, FASTENERS AND OTHER HARDW>.RO TO BE HOT DIPPED GALVANIZEO. 3. STAIRS-SEE FINISH SCHEDULE 4. PAVING -SEE FINISH SCHEDULE PAIITT OR STAIN WOOD PER FINISH SCHEDULE (IF PAINTING, TREAT ALL EXPOSED SURFACES WITH (2) TWO COATS MOISTURE-PROOF PRIMER AND (2) lWO FINISH COATS-REFER TO FINISH SCHEDULE FOR COLOR. !iQli:. 5. ACCENT POTS -SEE FINISH SCHEDULE • POOL CONTRACTOR TO PROVIDE SHOP ORA.WINGS FOR ALL POOL COl>ISIBUCTION & MECHANICAL, INCLUDING PUMP, DRAINAGE, LIGHT FIXTUR!i., ELECTRICAL, &ALL APPURTENANCES, ETC,, PRIOR TO tNSTALLATION. 6. HANDRAIL -SEE FINISH SCHEDULE 44'-6" 11 6' 6. MASONRY CONSTRUCTION 7. DECORATIVE SCULPTURE -REFER TO FINISH SCHEDULE 8. HILLSIDE BEHIND RETAINING WALL 9. BOND BEAM 10. FINISH GRADE 11. RECESSED WATERWALL VENEER -REFER TO FINISH SCHEDULE Underground Service Alert Call• TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG 1'-2" SECTION "A" SCALE: 1/4" = 1'-0" ""0 UPPER LEVEL POOL/ STEPPERS SECTION/ ELEVATION VIEW SCALE: 3/8" = 1'-0" 12. CONCRETE FOOTING -BY STRUCTURAL ENGINEER 13. NOT USED 14. NOT USED 15. NOT USED 16. PAVING STRIP TO MATCH ADJACENT PATIO 17. WATER WALL VENEER-REFER TO FINISH SCHEDULE NOTES: • REFER TO STRUCTURAL ENGINEER'S DETAILS AND CALCULATIONS FOR ALL CONNECTIONS, REINFORCING AND FOOTING INFORMATION. NOTE: • POOL CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL POOL CONSTRUCTION & MECHANICAL, INCLUDING PUMP, DRAINAGE, LIGHT FIXTURE, ELECTRICAL, & ALL APPURTENANCES, ETC., PRIOR TO INSTALLATION. lt---t--+-------------1--------l----l--------l--------l I SH4EET I CITY OF CARLSBAD ~7 PLANNING DIVISION ~ ~L~A~N~DS~C~A~P~E~IM~PR~O~V=-E~M~E~N~T~P:::LA=:N:::S=:F;:O=:R=:::=:::===='-.'.:::::=:= ROBERTSON RANCH WEST VILLAGE TERRACES MODELS CARLSBAD, CA CONSTRUCTION PLANS PREPARED BY: ''----t---t----------------+---1----1----1-----1 I APPROVED: {~ Ii ( I ,:I.(_ SUMMERS/MURPHY & PARTNERS, 1Nc." _P _LA_N_N-ING __ L~el.<:'."::'.\4 ~9:''.{::''-'c,1~-~,1uL_ LANDSCAPE ARCHITECTS ~~~===::;-;::=======::::;-;==== 34197 COAST HIGHWAY, SUITE 200 DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. 480-3P DANA POINT, CALIFORNIA 92629 REVISION DESCRIPTION CHKD BY: (949) 443-1446 FAX (949) 443-1631 DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: CT 13-03 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 1 2 "' ' .<l ' ' ' . ' 4 • I I ~ = I I 14'-4" A-' LEGEND 1. WALL VENEER. ALL SIDES REFER TO FINISH SCHEDULE 2. ZERO EDGE POOL 3. COUNTERTOP -REFER TO FINISH SCHEDULE 4. PAVING STEP TO MATCH PATIO 5. STONE PILASTER -REFER TO FINISH SCHEDULE 6. MASONRY CONSTRUCTION 7. SHEETING WATERFALL STAINLESS STEEL SPILLWAY-REFER TO FINISH SCHEDULE 8. WATER FEED LINE BACKYARD SECTION AT PLAN 1 2' SQ. \ ' 0) \ \1 \ V i I SPA WALL ELEVATION 'E' AT PLAN 1 \,<---'------' ( '-------------- ,1 r'] l. ) I ; ~ 9. BOND BEAM 10. FINISH GRADE 11. WATER TROUGH 12. CONCRETE FOOTING -BY STRUCTURAL ENGINEER 13. POOL TILE -REFER TO FINISH SCHEDULE 14. RAISED SPA 15. POOL PLASTER -REFER TO FINISH SCHEDULE 16. PAVING -REFER TO FINISHS SCHEDULE 17. NOT USED 18. NOT USED 19. STAINLESS STEEL BBQ GRILL & CABINET - \ • ' ~, \1 L '• I I ' ) I (\. -' ' ' I ' I ! ' SPA/ LOW WALL ELEVATION VIEW '2-E' SCALE: 3/8" = 1'-0" 20. 21. 22. 23. 24. 25. 5' 13 w ♦ = REFER TO FINISH SCHEDULE STAINLESS STEEL SINK & CABINET -REFER TO FINISH SCHEDULE DECORATIVE SCULPTURE BY LOIS LONG- REFER TO FINISH SCHEDULE RECESSED 65" TV -4" MAX -MATCH SIZE OF TV 2X8 SLANTED WOOD SLAT CEILING, SLATS RUN PARALLEL TO BACK OF HOUSE 2X8 WOOD SUPPORT BEAM, ATTACHED TO MASONRY HEADER 18" HIGH HEADER W/ VENEER -REFER TO FINISH SCHEDULE 26. RAISED SPA TILE c REFER TO FINISH SCHEDULE 15' 1 ii -~'-c---'-"'"'L'---'l,lf.'" ,, u " • " '", " u :ffi/v" 4 27. NOT USED ' • ., ., • SECTION/ELEVATION VIEW SCALE: 3/8" = 1 '-0" 28. LOW WALL WITH VENEER -ALL SIDES OF WALL -REFER TO FINISH SCHEDULE 29. UNDER RAFTER LIGHTING BY ELECTRICAL ENGINEER NOTES: .---riEFER TO STRUCTURAL ENGINEER'S DETAILS AND CALCULATIONS FOR ALL CONNECTIONS, REINFORCING AND FOOTING INFORMATION. ALL LUMBER TO BE SAW SIZED DOUGLAS FIR. • ALL CONNECTORS, FASTENERS AND OTHER HARDWARD TO BE HOT DIPPED GALVANIZED. • PAINT OR STAIN WOOD PER FINISH SCHEDULE (IF PAINTING, TREAT ALL EXPOSED SURFACES WITH (2) TWO COATS MOISTURE-PROOF PRIMER AND (2) TWO FINISH COATS -REFER TO FINISH SCHEDULE FOR COLOR. NOTE: • POOL CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL POOL CONSTRUCTION & MECHANICAL, INCLUDING PUMP, DRAINAGE, LIGHT FIXTURE, ELECTRICAL, & ALL APPURTENANCES, ETC., PRIOR TO INSTALLATION. LEGEND 1. 2. 3. 4_ 5. 6. 7. 8. 9. WALL VENEER. ALL SIDES REFER TO FINISH DECORATIVE SCULPTURE BY LOUIS LONG -REFER TO FINISH SCHEDULE 2X8 SLANTED WOOD SLAT CEILING, SLATS RUN PARALLEL TO BACK OF HOUSE 2X8 WOOD SUPPORT BEAM, ATTACHED TO MASONRY HEADER 18" HIGH HEADER W/ VENEER -REFER TO FINISH SCHEDULE RAISED SPA TILE -REFER TO FINISH SCHEDULE DECORATIVE POTS BY STEVE WOLF & ASSOC. -REFER TO FINISH SCHEDULE LOW WALL WITH VENEER -ALL SIDES OF WALL -REFER TO FINISH SCHEDULE LIGHTING BY ELECTRICAL ENGINEER, ADD AS NEEDED TO LIGHT OUTDOOR AREA. COORDINATE WITH INTERIOR DESIGNER 11. 12. 13. 14. 15. 16. 17. SHEETING WATERFALL AND STAINLESS STEEL EMITTER -REFER TO FINISH SCHEDULE NOT USED EDGE OF HOUSE -REFER TO ARCHITECT'S PLANS ATTACH HEADER TO HOUSE STONE PILASTER -REFER TO FINISH SCHEDULE RAISED SPA PAVING -REFER TO FINISH SCHEDULE NOTES: .---riEFER TO STRUCTURAL ENGINEER'S DETAILS AND CALCULATIONS FOR ALL CONNECTIONS, REINFORCING AND FOOTING INFORMATION. ALL LUMBER TO BE SAW SIZED DOUGLAS FIR, • ALL CONNECTORS, FASTENERS AND OTHER HARDWARD TO BE HOT DIPPED GALVANIZED. • PAINT OR STAIN WOOD PER FINISH SCHEDULE (IF PAINTING, TREAT ALL EXPOSED SURFACES WITH (2) TWO COATS MOISTURE-PROOF PRIMER AND (2) TWO FINISH COATS -REFER TO FINISH SCHEDULE FOR COLOR NOTE: ;----pOOL CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL POOL CONSTRUCTION & MECHANICAL, INCLUDING PUMP, DRAINAGE, LIGHT FIXTURE, ELECTRICAL, & ALL APPURTENANCES, ETC., PRIOR TO INSTALLATION. 10. DECORATIVE SUCCULENT BOWL BY STEVE WOLF & ASSOC. -REFER TO FINISH SCHEDULE /,'<,<!'i~/a".,~:~i:i:'l,p" [SHml CITY PLAONFNINGCDIAVISRIOLN SBAD ~ ~ ,;/' D:1,u~:'r'-\-J~---+--+------------------l----1----1----~---l ;::l___U==~==============-'=Lll_J==7= Underground Service Alert Call• TOLL FREE 1-800 422-4133 _ a: ~I-LANDSCAPE IMPROVEMENT PLANS FOR: s,,ootu"' ROBERTSON RANCH WEST VILLAGE 7-31-1, TERRACES MODELS ~\L~;l-;!-.-L-~* CARLSBAD,CA ,j>,, ,.. 'I;,; :------: R-i CONSTRUCTION PLANS ;'(FJ~i~J11uRPHY & PARTNERS, INC. U---+--+---------------t------l-----l----1-------11:-:-PN-RNO-l:-:-D: _ __,__~ ___ ~___.4-l---'erc.,__-_cE:l=--..,c~-O=s.,,-;fr:-1---- LANDSCAPE ARCHITECTS :=::::=====::,-;:::========-=======: 34197 COAST HIGHWAY, SUITE 200 DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. I DRAWING NO. DANA POINT, CALIFORNIA 92629 CHKD BY: (949) 443-1446 FAX (949) 443-1631 DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ~--CT_13_-0_3 ___ ~ 480-3P APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. ~ N J ~ ;.. 2' NOTES: ~FER TO STRUCTURAL ENGINEER'S DETAILS AND CALCULATIONS FOR ALL CONNECTIONS, REINFORCING AND FOOTING INFORMATION. ALL LUMBER TO BE SAW SIZED DOUGLAS FIR. • ALL CONNECTORS, FASTENERS ANO OTHER HAROWARD TO BE HOT DIPPED GALVANIZED. • PAINT OR STAIN WOOD PER FINISH SCHEDULE (IF PAINTING, TREAT ALL EXPOSED SURFACES WITH (2) TWO COATS MOISTURE-PROOF PRIMER ANO (2) TWO FINISH COATS -REFER TO FINISH SCHEDULE FOR COLOR. NOTE: ;-pOOL CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL POOL CONSTRUCTION & MECHANICAL, INCLUDING PUMP, DRAINAGE, LIGHT FIXTURE, ELECTRICAL, &ALL APPURTENANCES, ETC., PRIOR TO INSTALLATION. 2'-9" 1' 0'W 'I ,, , 4 " (Q) "' "f·t:'tmm " LEGEND 1. WALL VENEER. ALL SIDES REFER TO FINISH SCHEDULE 2. COUNTERTOP-REFER TO FINISH SCHEDULE 3. STONE PILASTER -REFER TO FINISH SCHEDULE 4. MASONRY CONSTRUCTION 5. NOT USED 6. PAVING -REFER TO FINISH SCHEDULE 7. STAINLESS STEEL REFRIGERATOR -REFER TO FINISH SCHEDULE 8. STAINLESS STEEL SINK & CABINET-REFER TO FINISH SCHEDULE '-9" ""'"""'' 1 ENTERTAINMENT WALL/ BBQ ELEVATION 'C & D' AT PLAN 1 9. 10. 11. 12. 13. 14. 13' 00000 0 I -I □□ □□ "' "' "' BBQ COUNTER ELEVATION VIEW '1-D' SCALE: 318" = 1 '-0" Cf 10 _, ~ . ~ "' ' "' "' "' "' ~~ ~ - ENTERTAINMENT WALL ELEVATION VIEW '1-C' SCALE: 3/8" = 1 '-0" RECESSED 65" TV -RECESS DEPTH TO 15. STAINLESS STEEL BBQ GRILL AND CABINET MATCH DEPTH OF TV -REFER TO FINISH SCHEDULE 2X8 SLANTED WOOD SLAT CEILING, SLATS 16. ELECTRICAL OUTLET (TYP) RUN PARALLEL TO BACK OF HOUSE, 17. LARGE SPECIAL TY PIECE BY INTERIOR @8"O.C. DESIGNER 2X8 WOOD SUPPORT BEAM, ATTACHED TO 18. OPEN WINDOW DISPLAY NICHES -HEADER ACCESSORIES BY INTERIOR DESIGNER 18" HIGH HEADER W/ VENEER -REFER TO FINISH SCHEDULE 19. GLASS DOOR REFRESHMENT CENTER - REFER TO FINISH SCHEDULE CONTEMPORARY WOOD OR STEEL FRAMED 20. STAINLESS STEEL BEER TAPPER-REER TO CABINET WITH GLASS SHELVES, GLASS TILE BACKING AND CONCEALED DOWNLIGHTS -FINISH SCHEDULE REFER TO FINISH SCHEDULE 21. STAINLESS STEEL STORAGE CABINETS AND LIGHTING BY ELECTRICAL ENGINEER, ADD DRAWERS AS NEEDED TO LIGHT OUTDOOR AREA ir----------t~---i-----------+------+---+--------j----l lsiiml CITY OF CARLS BAD I SHEETS I L__§__j PLANNING DIVISION 27 LANDSCAPE IMPROVEMENT PLANS FOR: Underground Service Alert ROBERTSON RANCH WEST VILLAGE TERRACES MODELS CARLSBAD, CA Call, TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION PLANS PREPARED BY: " ~I, q: t!l-ei\: SUMMERS/MURPHY & PARTNERS, INC. P_LA_N_N-IN-G---~\---+----~- OL---t---+----------------1---l---+---+------I I APPROVED: j-e,, -, ( LANDSCAPE ARCHITECTS ~~~===;-;:::=======:::;-;:===~ 34197 COAST HIGHWAY, SUITE 200 DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: DANA POINT, CALIFORNIA 92629 CHKD BY: (949) 443-1446 FAX (949) 443-1631 DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. CT 13-03 DRAWING NO. 480-3P APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 1 2 ~ LEGEND 1. 18" SQ. PILASTER W/ CONC. CAP-SEE FINISH SCHEDULE 2. 2x6 TOP RAIL 3. STAIRS -SEE FINISH SCHEDULE 4. PAVING -SEE FINISH SCHEDULE 5. ACCENT POTS BY STEVE WOLF -SEE FINISH SCHEDULE 6. HANDRAIL -SEE FINISH SCHEDULE 7. WATER FEATURE MATERIALS-SEE FINISH SCHEDULE FRONT ENTRY ELEVATION & SECTION AT PLAN 2 LEGEND 1. WALL VENEER. ALL SIDES REFER TO FINISH SCHEDULE 2. ZERO EDGE POOL 3. MASONRY CONSTRUCTION 4. BOND BEAM 5. FINISH GRADE 6. NOT USED 7. CONCRETE FOOTING -BY STRUCTURAL ENGINEER 8. POOL TILE -REFER TO FINISH SCHEDULE 9. PAVING -REFER TO FINISH SCHEDULE 10. GARDEN BENCH -REFER TO FINISH SCHEDULE 11. RECESSED LIVING WALL BY INSTANT JUNGLE-REFER TO FINISH SCHEDULE. INSTALL PER MANUFACTURER'S SPECIFICATIONS. MAINTENANCE CONTRACT MUST BE INCLUDED. 12. ARTIFICIAL TURF ADHERED TO TOP OF 'DRY' POOL BOND BEAM 13. ARTIFICIAL TURF 14. 1" GAP BETWEEN 'DRY' AND 'WET' POOL BOND BEAM 15. DRAINAGE PAN FOR LIVING WALL CONCEALED BELOW SEATWALL 16. STEPPED WEIR FROM SPA AT RAISED LOUNGE AREA 17. BUILT-IN UNDERWATER SEAT NOTES: .----m,FER TO STRUCTURAL ENGINEER'S DETAILS AND CALCULATIONS FOR ALL CONNECTIONS, REINFORCING AND FOOTING INFORMATION. ALL LUMBER TO BE SAW SIZED DOUGLAS FIR. • ALL CONNECTORS, FASTENERS AND OTHER HARDWARD TO BE HOT DIPPED GALVANIZED. • PAINT OR STAIN WOOD PER FINISH SCHEDULE (IF PAINTING, TREAT ALL EXPOSED SURFACES WITH (2) TWO COATS MOISTURE-PROOF PRIMER AND (2) TWO FINISH COATS-REFER TO FINISH SCHEDULE FOR COLOR. NOTE: ;----pOOL CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL POOL CONSTRUCTION & MECHANICAL, INCLUDING PUMP, DRAINAGE, LIGHT FIXTURE, ELECTRICAL, & ALL APPURTENANCES, ETC., PRIOR TO INSTALLATION. BACKYARD SECTION AT PLAN 2 1'-6" ±4" RECESS 8'--4" FRONT ENTRY ELEVATION SCALE: 1/4" = 1'-0" 8. EDGE OF HOUSE -REFER TO ARCHITECT'S PLANS 9. 1x1 TRIM UNDER TOP RAIL -BOTH SIDES 10. 2x2 VERT. 11. 4x4 POST -CENTERED BETWEEN ENDS 12. 2x4 NAILER ON ARCHITECTURE AND PILASTER 13. 2x4 BOTTOM RAIL 14. LOW STONE WALL-SEE FINISH SCHEDULE 2'-1" 17'-8" 12' 15. THREADED DRAIN PLUG AND AUTO RE-FILL 16. FOUNTAIN UPLIGHT 17. PEBBLES IN BASIN -REFER TO FINISH SCHEDULE 18. FOUNTAIN NOZZLE (3CT,) WITH LOW FROTHING EFFECT Underground Service Alert PREPARED BY: --l SECTION "A" SCALE: 1/4" = 1'-0" NOTES· ~FER TO STRUCTIJRAI. ENGINEER'S DETAILS AND CALCULATIONS FOR ALL CONNECTIONS, REINFORCING AND FOOTING INFORMATION . .i.LL LUMBER TO BE SAW SIZED DOUGLAS FIR. • ALL COi'tNECTORS, FASTENERS AND OTHER HARDWARD TO BE HOT DJPPED GALVANJ?E[J. • PAINT OR STAIN WOOD PER FIN!SH SCHEDULE (IF PAINTING, TREAT ALL EXPOSED SURFACES WITH (2) TWO COATS MOISTURE-PROOF PRIMER AND (2) TWO FINISH COATS. REFER TO FINISH SCHEDULE FOR COLOR. llQE. • FOUNTAll'l CONTAACTOR TO PROVIDE SHOP DRAWINGS FOR ALL CONSTRUCTION & MECHANICAL, INCLUDING PUMP, DRAINAGE, LIGHT FIXTURE, ELECTRICAL, &ALL APPURTENANCES, ETC., PRIOR TO INST.All.AT ION SECTION/ELEVATION VIEW 'B' SCALE: 3/8" = 1'-0" ll----+--+-----------+----+--+-------+--------II SH7EET I CITY OF CARLSBAD ~7 PLANNING DIVISION L1.LJ ~=:....'::::=========='._'::::=~ LANDSCAPE IMPROVEMENT PLANS FOR: ROBERTSON RANCH WEST VILLAGE TERRACES MODELS CARLSBAD, CA CONSTRUCTION PLANS , -~-l'-<, Call• TOLL FREE 1-800 422-4133 SUMMERS/MURPHY & PARTNERS, INC.11-----+--+---------------+-------+----+----+-----1 LANDSCAPE ARCHITECTS I APPROVED: (~~~8~~ j PLANNING TWO WORKING DAYS BEFORE YOU DIG 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443-1446 FAX (949) 443-1631 DATE INITIAL DESIGNER OF WORK DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: CITY APPROVAL RVWDBY: CT 13-03 480-3P APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 1 2'0.C. 1'··6'' ,_J 1'-6" LEGEND 1. WALL VENEER. ALL SIDES REFER TO FINISH SCHEDULE 2. GAS FIREPLACE INSERT -REFER TO FINISH SCHEDULE MASONRY CONSTRUCTION 3' 7'-4" C!l .. e 4'-6" ENTERTAINMENT/ LIVING WALL ELEVATION SCALE: 3/8" = 1 '-0" 12. LIVING WALL BY INSTANT JUNGLE -REFER TO FINISH SCHEDULE. MAINTENANCE CONTRACT MUST BE INCLUDED. 3. 4. 13. EDGE OF HOUSE -REFER TO ARCHITECT'S PLANS 65" RECESSED TV -REFER TO FINISH SCHEDULE -VERIFY DIMENSIONS 5. 6. 7. OF RECESSED OPENING WITH SELECTED TV PILASTER WITH VENEER AND CAP-REFER TO FINISH SCHEDULE HILLSIDE BEHIND RETAINING WALL STAIRS-PAVING TO MATCH ADJACENT. REFER TO FINISH SCHEDULE 8. CONCRETE FOOTING -BY STRUCTURAL ENGINEER 9. HEARTH -REFER TO FINISH SCHEDULE 10. PAVING -REFER TO FINISH SCHEDULE 11. 6x10 HEAVY TIMBER WOOD BEAM -REFER TO FINISH SCHEDULE 14. CONNECT OVERHEAD TO HOUSE 15. RETAINING WALL WITH STONE VENEER AND CAP -REFER TO FINISH SCHEDULE 16. LOW POT SEAT FOR ACCENT POT -REFER TO FINISH SCHEDULE 17. 4"X4" WOOD LATTICE @12" O.C.-REFER TO FINISH SCHEDULE 18. 4x8 WOOD RAFTERS@24" O.C. 19. LIGHTING BY ELECTRICAL ENGINEER-COORDINATE FIXTURE TYPE WITH INTERIOR DESIGNER 20. ACCENT POTS BY STEVE WOLF -SEE FINISH SCHEDULE ENTERTAINMENT & LIVING WALL ELEVATION AT PLAN 2 15" 2'SQ. PILASTER 1'-6" 1'-6" 4"MAX 12' J1 " i'I r I ' 1 -~:o:.:=x "" ;... r -- :r r:u -I N ' -·~ (. 1, IJ' ~ d '!I "' ..... .., " " 4 L) . 1 '-1" 1 " 21. EXTERIOR FRAMED MIRROR TO BE SELECTED BY INTERIOR DESIGNER NOTES: SECTION/ELEVATION VIEW 'C' SCALE: 3/8" = 1'-0" • REFER TO STRUCTURAL ENGINEER'S DETAILS AND CALCULATIONS FOR ALL CONNECTIONS, REINFORCING AND FOOTING INFORMATION. ALL LUMBER TO BE SAW SIZED DOUGLAS FIR. • ALL CONNECTORS, FASTENERS AND OTHER HARDWARD TO BE HOT DIPPED GALVANIZED. • PAINT OR STAIN WOOD PER FINISH SCHEDULE (IF PAINTING, TREAT ALL EXPOSED SURFACES WITH (2) TWO COATS MOISTURE.PROOF PRIMER AND (2) TWO FINISH COATS· REFER TO FINISH SCHEDULE FOR COLOR. NOTE: ;-pOOL CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL POOL CONSTRUCTION & MECHANICAL, INCLUDING PUMP, DRAINAGE, LIGHT FIXTURE, ELECTRICAL, & ALL APPURTENANCES, ETC., PRIOR TO INSTALLATION. Underground Service Alert 11----+---+-------------+-----+---+----,f----l w CITY P9NENG~li~~SBAD LANDSCAPE IMPROVEMENT PLANS FOR: ROBERTSON RANCH WEST VILLAGE TERRACES MODELS CARLSBAD, CA CONSTRUCTION PLANS Call• TOLL FREE 1·800 422-4133 PREPARED BY: ,, ~ <=t=-(;£\--""ft: -~-----lf------+-------------------1----+---t---+---I I APPROVED: (,,£,. -Ii/ SUMMERS/MURPHY & PARTNERS, INC. P-L-AN-N-IN_G_~~~<----+--==.Q-- TWO WORKING DAYS BEFORE YOU DIG LANDSCAPE ARCHITECTS ~========:;-;:::========;;:===~ 34197 COAST HIGHWAY, SUITE 200 DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: PROJECT NO. I DRAWING NO. DANA POINT, CALIFORNIA 92629 REVISION DESCRIPTION CHKD BY: (949) 443-1446 FAX (949) 443-1631 DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: CT 13-03 480-3P APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. SUN ROOM SPA RETREAT SECTION/ ELEVATION A SCALE: 3/8" = 1 '-0" LEGEND 1. WALL VENEER. ALL SIDES REFER TO FINISH SCHEDULE 2. SHEETING WATERFALL EMITTER RECESS TO BE FLUSH WITH FACE OF WALL 3. MASONRY CONSTRUCTION 4. SPA-REFER TO FINISH SCHEDULE 5. PILASTER WITH VENEER -REFER TO FINISH SCHEDULE 6. HILLSIDE BEHIND RETAINING WALL 7. POOL/ SPA BOND BEAM 8. COPING-MATCH ADJACENT PAVING 9. CONCRETE PILASTER CAPS -REFER TO FINISH SCHEDULE 10. SYNTHETIC TURF -REFER TO FINISH SCHEDULE 11. PAVING-REFER TO FINISH SCHEDULE 2 BACKYARD SECTION AT PLAN 2 1'-3" 12. RETAINING WALL WITH STONE VENEER -ALL 21. EXPOSED SIDES 22. 13. LOW POT SEAT FOR ACCENT POT WITH CAP- REFER TO FINISH SCHEDULE 23. 14. ACCENT POTS WITH PLANTING BY STEVE WOLF -24. REFER TO FINISH SCHEDULE 25. 15. CEILING FAN WITH 36" DOWNROD -REFER TO 26. FINISH SCHEDULE 27. 16. LIGHTING BY ELECTRICAL ENGINEER. COORDINATE FIXTURE SELECTION WITH 28. INTERIOR DESIGNER 29. 17. CUSTOM FRAMLESS TRACK BIFOLDING HANGING 30. STACKING DOORS -REFER TO FINISH SCHEDULE 31. 18. OPEN BEAM ROOF FRAMING 32. 19. ROOF MATERIAL TO MATCH HOUSE 20. FOUNTAIN SURROUND -REFER TO MATERIALS SCHEDULE 33. SPA TILE -REFER TO FINISH SCHEDULE SPA PLASTER-REFER TO FINISH SCHEDULE LOWER BEAM CONNECTS TO COLUMN UPPER BEAM SUPPORTS ROOF FRAMING STEPPED WEIR FROM SPA TO POOL BUil T-IN POOU SPA BENCH WALL CAP -REFER TO FINISH SCHEDULE GUTTER NOT USED NOTUSED CUSTOM WINDOWS TO FIT BACK WALL OPENING DECORATIVE WALL ARTWORK AND SHELF ACCESSORIES -COORDINATE WITH INTERIOR DESIGNER WATERFALL TILE-REFER TO FINISH SCHEDULE NOTES: ~FER TO STRUCTURAL ENGINEER'S DETAILS AND CALCULATIONS FOR ALL CONNECTIONS, REINFORCING AND FOOTING INFORMATION. ALL LUMBER TO BE SAW SIZED DOUGLAS FIR. • ALL CONNECTORS, FASTENERS AND OTHER HARDWARD TO BE HOT DIPPED GALVANIZED. • PAINT OR STAIN WOOD PER FINISH SCHEDULE (IF PAINTING, TREAT ALL EXPOSED SURFACES WITH (2) TWO COATS MOISTURE-PROOF PRIMER AND (2) TWO FINISH COATS -REFER TO FINISH SCHEDULE FOR COLOR. NOTE: -;---pool CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL POOL CONSTRUCTION & MECHANICAL, INCLUDING PUMP, DRAINAGE, LIGHT FIXTURE, ELECTRICAL, & ALL APPURTENANCES, ETC., PRIOR TO INSTALLATION. 11'-4" :r ... 1 ' " '\ 6 ~ " ;J_--Sl I 7-' I I ---I I I -1 I I .. I I -. &1: .J lJ 0-1: I~ d-, ' " I L I I l__ J I I ~ I I I I I I I I I I 1' I l -~ " SUN ROOM SPA RETREAT SECTION/ ELEVATION B SCALE: 3/8" = 1 '-0" LEGEND -ROOF FRAMING A. 6x10 HORIZ. BEAM AT BASE B. 4x6 RAFTER C. 6x10 RIDGE BEAM 11'-4" n----t----t---------------1-----l---1---.-l-----l w CITY P8NtNG ~11s~~SBAD ~ LlLJ Underground Service Alert Call• TOLL FREE 1·800 422-4133 TWO WORKING DAYS BEFORE YOU DIG PREPARED BY: SUMMERS/MURPHY & PARTNERS, INC. n------+----+------------~--1----------11----L----l LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 lt--;ccDA""TarE+.l~Nl~TlccA;---L 1------------------1---__j_ _ _j_ __ _J__ _ ___J DANA POINT, CALIFORNIA 92629 (949) 443-1446 FAX (949) 443-1631 DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: ROBERTSON RANCH WEST VILLAGE TERRACES MODELS CARLSBAD, CA CONSTRUCTION PLANS I APPROVED: ~ c:r Ea'-...o1f i-'e-l<.... ' PLANNING DWN BY: PROJECT NO. DRAWING NO. CHKDBY: RVWDBY: CT 13-03 480-3P I APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 1 ELEVATION VIEW SCALE: 1 /2" = 1 '-0" LEGEND 1. CMU WALL WITH STONE VENEER REFER TO PLAN 2. PAVING -REFER TO FINISH SCHEDULE 3. PILASTER -REFER TO FINISH SCHEDULE 4. DECORATIVE POT-REFER TO FINISH SCHEDULE 5. HANDRAIL 6. STAIRS -REFER TO FINISH SCHEDULE FOR PAVING ENTRY ELEVATION AT PLAN 3 SECTION VIEW SCALE: 1/2" = 1'-0" ~ P~¾:,.:.:..J-~W~_:_!tt~J-, ( NOTES: • REFER TO STRUCTURAL ENGINEER'S DETAILS AND CALCULATIONS FOR ALL CONNECTIONS, REINFORCING AND FOOTING INFORMATION. • ALL LUMBER TO BE SAW SIZED DOUGLAS FIR. ' ! ' :--->i.----'--1 1--"'---,C...---------'----·· ' ' -' ,I) • ALL CONNECTORS, FASTENERS AND OTHER HARDWARD TO BE HOT DIPPED GALVANIZED. • PAINT OR STAIN WOOD PER FINISH SCHEDULE (IF PAINTING, TREAT ALL EXPOSED SURFACES WITH (2) TWO COATS MOISTURE-PROOF PRIMER AND (2) TWO FINISH COATS -REFER TO FINISH SCHEDULE FOR COLOR. Underground Service Alert Call• TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG ll----+-+----------c-----1-----1~--l--...:...__j fSHml CITY OF CARLSBAD I SHEETS I L...!Q__j PLANNING DIVISION 27 LANDSCAPE IMPROVEMENT PLANS FOR: ROBERTSON RANCH WEST VILLAGE TERRACES MODELS CARLSBAD, CA CONSTRUCTION PLANS PREPARED BY: "~--+--l----------------1-----1--------1----l--....J I APPROVED: /¾' /](, /---: 1---r\ d.1-I SUMMERS/MURPHY & PARTNERS, INC.,, . PLANNING ~ ~ ~ ...i;;>_l_l -r -$, le, LANDSCAPE ARCHITECTS ~::=::~===:::;-;::::===========:::; 34197 COAST HIGHWAY, SUITE 200 DATE INITIAL DWN BY: --PROJECT NO. DRAWING NO. DANA POINT, CALIFORNIA 92629 DATE INITIAL DATE INITIAL CHKD BY: __ (949) 443-1446 FAX (949) 443-1631 DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT 13-03 480-3P APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. SECTION VIEW '1-E' SCALE: 3/8" = 1 '-0" 1 WATER SCUPPER IN WALL-PLAN 3 2 k 4'0.C. 1 k 1 ~ s=====lt=============1t======j ~,.,_" " " SECTION VIEW SCALE: 3/4" = 1 '-0" LEGEND 1. 1 X 1½" TUBULAR STEEL TOP 2 AND BOTTOM RAILS, LAID FLAT 2. 1 X 1½" TUBULAR STEEL POST AT 4' O.C. 3. ½" SQ. SOLID STEEL RAILS 4. FINISH GRADE 5. CONCRETE FOOTING 6. COMPACTED SUBGRADE NOTES: .--il[L WELDS TO BE CONTINUOUS AND GROUND SMOOTH. • ALL EXPOSED SURFACES SHALL RECEIVE TWO (2) COATS MOISTURE-PROOF PRIMER AND TWO (2) FINISH COATS -REFER TO FINISH SCHEDULE FOR COLOR. • ALL CONNECTORS, FASTENERS AND OTHER HARDWARD TO BE HOT DIPPED GALVANIZED. • MEMBER SIZES MAYBE ADJUSTED TO STANDARD STOCK SIZES AS NECESSARY TO REDUCE COST. TRAP FENCE :1 11 :: .. _ 11 1= i' _:· : _::· I 11 -· · ·, IE_ 1-=1 I l=--1 ~ FOOTING AT GRADE SCALE: NOT TO SCALE LEGEND 1. FINISH GRADE 2. SEAT SHELF AT BACK OF POOL TO MATCH POOL COPING 3. POOL PLASTER -REFER TO FINISH SCHEDULE 4. POOL TILE -REFER TO FINISH SCHEDULE 5. SCUPPER -REFER TO FINISH SCHEDULE 6. BATTERED STEP IN TOP OF WALL TO HAVE A SLIGHT ARC 7. WATER SUPPLY LINE TO SCUPPER 8. COMPACTED BASE AND SUBGRADE PER GEOTECH'S REC'S 9. POOL BOND BEAM 10. VENEER WALL, ALL SIDES-REFER TO FINISH SCHEDULE 11. UNDERWATERSEAT 12. CMU CONSTRUCTION 12" SECTION VIEW -WALL SCALE: 1" = 1'-0" 3 LOW STONE WALL POT PEDESTALS NOT CONNECTED TO WALL 20"SQ. 4 STONE PILASTER WITH POT LEGEND 1. COMPACTED SUBGRADE 2. STONE VENEER -REFER TO FINISH SCHEDULE 3. CMU BLOCK, GROUT CELLS SOLID W/ STEEL REBARS- MOISTURE PROOF 4. GROUT BLOCK 5. ADJACENT PAVING 6. CONCRETE FOOTING W/ STEEL REBARS . 7. STONE CAP TO MATCH WALL VENEER -FLUSH WITH WALL FACE 8. ADJACENT STEPS REFER TO LAYOUT PLAN 9. FINISH GRADE NOTE: ;--REFER TO STRUCTURAL ENGINEER'S DETAILS & CALCULATIONS FOR ALL CONNECTIONS, FOOTING, AND REINFORCING INFORMATION. Underground Service Alert POT PEDESTALS CONNECTED TO WALL ----- '1 I _, I -, I - ,1 1o "' I Li I ' 4 . /\ ' I • . I 11 4 d</ d 11 II <'i <1 11 1 -' 11--4 - 1 . --I I --' I c51 I 7 11 ' I SECTION VIEW 6 1 SCALE: 1" = 1'-0" LEGEND 1. COMPACTED SUBGRADE 2. STONE VENEER/ FLUSH STONE CAP- REFER TO FINISH SCHEDULE 3. 12X8X8 HALF CMU BLOCK, PINWHEELED, GROUT CELLS SOLID W/ STEEL REBARS 4. GROUT BLOCK 5. ADJACENT PAVING 6. CONCRETE FOOTING 7. DECORATIVE PLANTER BOWL - REFER TO FINISH SCHEDULE 8. SLEEVE FOR IRRIGATION DRIP LINE AND DRAINAGE (OPTIONAL) NOTE: • REFER TO SOILS ENGINEER'S REPORT FOR MINIMUM THICKNESS OF CONCRETE, REINFORCING STEEL, COMPACTED SUBGRADE, AND SUB-BASE MA TERI AL. 11------+--t------------+---+----+----l-----lfsiiml CITY OF CARLSBAD I SHEETS I ~ PLANNING DIVISION 27 u---t-----t-----------------t----+--+-----+---1 LANDSCAPE IMPROVEMENT PLANS FOR: ROBERTSON RANCH WEST VILLAGE TERRACES MODELS CARLSBAD.CA CONSTRUCTION PLANS Call• TOLL FREE 1-800 422-4133 PREPARED BY: ll----+----1~-------------+----+----+---+-----I ~ 6y t",;:[\--£>11 I APPROVED: :.,...,rJ' ,u.. SUMMERS/MURPHY & PARTNERS, INC. n---+----+-------------+----+--+--+-----l PLANNING TWO WORKING DAYS BEFORE YOU DIG LANDSCAPE ARCHITECTS ~:;:;=;~====;-;::::========;-;:======: 34197 COAST HIGHWAY, SUITE 200 DATE INITIAL DWN BY: ---PROJECT NO. DANA POINT, CALIFORNIA 92629 REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY: (949) 443-1446 FAX (949) 443-1631 DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: ~-C_T_1_3_-0_3 ---~ L_4B_0_-3_P_~ DRAWING NO. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. a N I h SECTION VIEW -B SCALE: 1/2" = 1'-0" ----~: :~:.: :::. _'_ --~----' "'--'-'~= • ~-~ ---. ---~-a,~ rn "-------•--• • PLAN VIEW SCALE: 1/2" = 1'-0" ct ------; I) N ---0 ---0 J 2'-6" 2 1-611 2 1-611 2'-9" 1 COURTYARD FOUNTAIN/ OVERHEAD PLAN AND ELEVATION AT PLAN 3 OVERHEAD NOTES: I,. 7 SECTION VIEW-C SCALE: 1/2" = 1'-0" SECTION VIEW -A SCALE: 1/2" = 1 '-0" • REFER TO STRUCTURAL ENGINEER'S DETAILS & CALCULATIONS FOR ALL CONNECTIONS, FOOTINGS, & REINFORCING INFORMATION. • ALL METAL WORK SHALL RECEIVE TWO (2) COATS OF MOISTURE-PROOF PRIMER AND TWO (2) FINISH COATS -REFER TO FINISH SCHEDULE FOR COLOR. • ALL LUMBER TO BE SAW SIZED DOUGLAS FIR. • ALL CONNECTORS, FASTENERS AND OTHER HARDWARD TO BE HOT DIPPED GALVANIZED. • PAINT OR STAIN WOOD PER FINISH SCHEDULE (IF PAINTING, TREAT ALL EXPOSED SURFACES WITH (2) TWO COATS MOISTURE-PROOF PRIMER AND (2) TWO FINISH COATS -REFER TO FINISH SCHEDULE FOR COLOR. WATER FEATURE NOTES: • REFER TO STRUCTURAL ENGINEER'S DETAILS & CALCULATIONS FOR ALL CONNECTIONS, FOOTING, & REINFORCING STEEL INFORMATION. • CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL FOUNTAIN CONSTRUCTION, WATER PROOFING, & MECHANICAL, INCLUDING PUMP, DRAINAGE, LIGHT FIXTURE, ELECTRICAL, & ALL APPURTENANCES, ETC., PRIOR TO INSTALLATION. LEGEND -TRELLIS FRAMING A. 4X10 TUBULAR STEEL FRAME B. 4X6 TUBULAR STEEL JOIST C. 4X10 TUBE STEEL LEDGER D. 2X2 UNDERMOUNT LATTICE -ALTERNATE 3CT. PATTERN UNLESS OTHERWISE NOTED W/ 1" GAP E. 2X6 UNDERMOUNT LATTICE-ALTERNATE 3CT. PATTERN W/ 1" GAP F. 2x6 RAFTERS, @30"O.C.-NAILER FOR UNDERMOUNT LATTICE LEGEND 1. ADJACENT PAVING, SEE PLAN 2. NOTUSED 3. FOUNTAIN BOND BEAM PER POOL CONTRACTOR'S DRAWINGS 4. FOUNTAIN COPING -MATCH PAVING 5. BASIN TILE -MATCH WATERLINE TILE 6. SQUARE FOUNTAIN SCUPPER TO MATCH TRELLIS IN REAR YARD- REFER TO FINISH SCHEDULE 7. STONE VENEER WALL -REFER TO FINISH SCHEDULE 8. REVERSE BATTER COLUMN TO MATCH REAR YARD 9. OUTDOOR FIRE PLACE -REFER TO FINISH SCHEDULE 10. RECESS FOR OUTDOOR TV -4" MAX, RECESS MUST FIT VERY CLOSE TO DIMENSIONS OF TV. 11. SMALL DIRECTIONAL DOWNLIGHT PER ELECTRICAL ENGINEER. COORDINATE LIGHT SELECTION WITH INTERIOR DESIGNER 12. CONCRETE FOOTING PER STRUCTURAL ENGINEER'S DRAWINGS 13. CMU WALL PER STRUCTURAL ENGINEER'S DRAWINGS 14. COMPACTED BASE AND SUBGRADE PER GEOTECH'S REG'S 15. PROPERTY LINE WALL 16. FINISH GRADE 17. BUILDING WALL-SEE ARCHITECTURAL PLANS 18. CUSTOM WATER JET CUT STEEL PANEL, CONNECT TO ADJACENT PILASTER & WALL -REFER TO FINISH SCHEDULE 19. FOUNTAIN NOZZLE WITH LOW FROTHING EFFECT 20. AUTO-FILL AND THREADED OVERFLOW DRAIN PIPE 21. FOUNTAIN UPLIGHTS, TYP 22. DECORATIVE PEBBLES IN BASIN -4" DEPTH -REFER TO FINISH SCHEDULE 23. WATERLINE TILE-REFER TO FINISH SCHEDULE n---------+---+-----------+-------j--+---1------1 fsHml2 CITY OF CARLS BAD ~7 L!_U~====-'====:::=PLA==:N=N'::::IN=G:::'D:::IV:::IS'::::IO=N====~Ln_j:::=:::::::::= LANDSCAPE IMPROVEMENT PLANS FOR: Underground Service Alert Call• TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG ROBERTSON RANCH WEST VILLAGE TERRACES MODELS CARLSBAD, CA CONSTRUCTION PLANS II ---+----+-----------------i----1----l---_j_----,I I APPROVED: 1/-01 PREPARED BY: ,r l"<dk (;r /:::(\._..;tr SUMMERS/MURPHY & PARTNERS, INC.p -L-AN-N-IN_G_~~~i---=-+--~=-"L,_- LANDSCAPE ARCHITECTS ~=:==;~===:;-;:::=======::::;;:.=.=.=.=-=-=-=-=- 34197 COAST HIGHWAY, SUITE 200 DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: PROJECT NO, I DRAWING NO. DANA POINT, CALIFORNIA 92629 CHKD BY: (949) 443-1446 FAX (949) 443-1631 DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT 13-03 480-3P 1 P ROVED FOR IRRIGATION AND PLANTING ONLY, LUDING PRECISE LOCATION OF PLANTING AREA. ' ' -------------------------~--------------------------7-~ LEGEND -TRELLIS FRAMING A. 4X10 TUBULAR STEEL FRAME B. 4X6 TUBULAR STEEL JOIST C. 4X10 TUBE STEEL LEDGER D. 2X10 TUBE STEEL LEDGER ON REAR POOL WALL E. 2X2 UNDERMOUNT LATTICE -ALTERNATE 3CT. PATTERN UNLESS OTHERWISE NOTED W/ 1" GAP F. 2X6 UNDERMOUNT LATTICE -ALTERNATE 3CT. PATTERN W/ 1" GAP G. 2X2 HORIZ LATTICE TO MATCH TRELLIS W/ 1" GAP H. 2X6 HORIZ. LATTICE TO MATCH TRELLIS. W/ 1" GAP I. 2x4 VERT. @30" O.C.-NAILER J. 2x6 RAFTERS, @30"O.C.-NAILER FOR UNDERMOUNT LATTICE K. VERTICAL TUBE STEEL POST AND ANGLED BRACKET CONCEALED IN COLUMN. PER STRUCTURAL ENGINEER'S RECOMMENDATIONS L. STEEL REINFORCEMENT CONCEALED IN CMU WALL -i G)rvP•----------' 0(4) ----' 0(1) ___ _, I i; a N .ryP'. I ' ' ! I : l"fYp! ,,-,-,. ,' I TYP ,,.....,---,1 B I ! . I I ' ' I I i l ' ' ' I TRELLIS PLAN -PLAN 3 REAR SCALE: 3/8" = 1 '-0" 1: _.-:") 1: --~ff-~"'· ;: !J !i_ i! i' ,, 1, OVERHEADNOTES! I/ ---., -I i~---=--; 1' i ="-"4.c=-"'-"a:e; 11 I' \i I) ! ! 11 •.. I ''•' -'.REFERT◊ S-TRl/eTURALj~NGINEER'SDErAltS'&'Cill,l:ULAtlONSFORiALL I: .. I CONNEQTIONS, FOOTINGS, & REINF<:)RCING INFORMATION. ,! l : 1ft ' @7i • ALL METAL WORK SHALl1RECEIVEi)ivo (2) COATS 0~ MOISTURE-PR<)f)F ,-: "TT ! .. ',____ PR!MER'AN0 TWO (2) FINISH COATS:,BEFERT0_FJNl~H SCHicPU_LE_E(l,R 1, _ .. ·•·• 1: 1r· ··--c-0Lor-c 1:---.. ---,. c --·,1 ·----·.r-.. -----------i: ,,----·------11 : : !, • AJL.L\,IMBER'.fo BE SAviilZED DOUGLAS FIR. i -·--' I ; i; • All CONNECjORS, FAST~NERS ANti OTHER HA,.RDWARD TO BE HOT i · -,,_ •. ,c,,,,; : 1 Dll'PEDGALVANIZED:' ,,, ·'T ·' I i • Pf1NJ.OR,s:ri:1N wooo PER F//.J1sH scHEouL~iJE_PAl!'!r~ii. TREAT ALL " E~P0SED SU~FACES WITH (2):TWO COATS MOISTURE-PROOF PRIMER :i -_l;~O (2) TWO fflNlSHC0~J-s-?REFE~To FINisHiSCHEDUL~ fORC0L(\R _,,-,,~ ;( - PQQLN<lTE: !! ji=-::::·::,;-c)1! ii i! :(-::;:: -:~,,,)] Ii ,, 1 ,I '' \; I' ct. ~ ' :;j= " ' i, ,; :, 11 11 fi)QL CQ,NTRACJQR TO ~ROVIDE S~QP,0RAW1NGS 1';9R,AtLp,QOl.,,,J ! I'=······· .. ,_ . -=, , , , - "' <t. ' - <t. = ,I) ' N ct. ,I) ' N ,I) ' "' ct. -,I) ' N ct. = ,I) ' N ct. = §) ' - ct. ' - ct. i ,I) ' "' ct. = ,I) ' -N ct. = ,I) ' -N ct. = ,I) ' -N i ct. = ,I) ' N - I -11 I ' ii N CONSTRUCTION & MECHANICAL, INC(UDING PUMP, DRAINAGE, LIGHT:! l1' 1i FIXTURE, ELECTRICAL. &'ALLAPPURtENANCES, ETC;.]PRIOR TO P,-,-, ,,~,· , , "-'· ,--,,.> - N 2' TYF 2' TYF ct. ' '-------}''-----"'-'-_.,_" ---~4------"'_'-_.,_" ----;!.._ __ +_"'_'-""<>_" ----",l?--i--1 2' LEGEND 1. ADJACENT PAVING, SEE PLAN GLASS SHELVES AND GLASS TILE BACKING -REFER TO FINISH 2. FINISH GRADE SCHEDULE 3. POOL BOND BEAM PER POOL 31. OUTDOOR BARBEQUE / BAR CONTRACTOR'S DRAWINGS COUNTER 4. POOL COPING 32. RECESSED LED LIGHTING IN TOP OF CABINET 5. POOL STEPS 33. BAR HEIGHT COUNTER TOP 9. SCULPTURE -REFER TO FINISH SCHEDULE 34. STANDARD HEIGHT COUNTER 10. POOL FINISH 35. KEG-ER-ATOR AND TAPPER 11. POOL TILE 36. NOT USED 12. ELONGATED FOUNTAIN SCUPPER 37. CABINETS, DRAWERS AND OTHER KITCHEN FEATURES -REFER TO 13. SQUARE FOUNTAIN SCUPPER IN FINISH SCHEDULE TYP TRELLIS 38. COUNTER TOP TO KITCHEN 14. STONE VENEER RETAINING WALL PASS-THROUGH PER ARCHITECT'S DRAWINGS 15. BATTERED STEP IN WALL TO HAVE A SLIGHT ARC 39. SMALL DIRECTIONAL DOWNLIGHTS BY OTHERS 16. REVERSE BATTERED TRELLIS COLUMN 40. HANGING BAR LIGHTS BY OTHERS 17. REVERSE BATTER PILASTER 41. CONCRETE FOOTING PER FOUNTAIN TO MATCH TRELLIS STRUCTURAL ENGINEER'S COLUMN DRAWINGS 18. BUILDING EDGE 42. CMU WALL PER STRUCTURAL ENGINEER'S DRAWINGS 19. CANTILEVERED FIRE FEATURE WITH SPHERE ACCENTS 43. COMPACTED BASE AND SUBGRADE PER GEOTECH'S REG'S 20. WOOD STEPS 44. PROPERTY LINE WALL 21. WOOD LOUNGE DECK 45. SEAT SHELF AT BACK OF POOL TO 22. OUTDOOR FURNITURE BY OTHERS MATCH POOL COPING 23. ACCENT POTTERY BY STEVE 46. ENLARGED SHELF FOR WOLFF & ASSOC. REFER TO SCULPTURAL ELEMENT TO MATCH FINISH SCHEDULE POOL COPING 24. STEPS TO SUNKEN LOUNGE 47. STONE OR SLATE VENEER WALL 15 SEATING AREA W/ STUCCO BACK 25. STANDARD DEPTH BUILT-IN 48. COUNTER TOP -REFER TO FINISH SEATING SCHEDULE 26. LOUNGE DEPTH BUILT-IN SEATING 49. FINISH GRADE 27. SWIM-UP BAR COUNTER WITH 50. BUILDING WALL -SEE BUILT-IN SEATING ARCHITECTURAL PLANS 28. PLEXI-GLASS POOL EDGE 51. OPTIONAL FOG EMITTERS 29. RECESS FOR OUTDOOR TV 52. 84" OUTDOOR SUNBRITE TV -SEE FINISH SCHEDULE 30. WOOD OR STEEL CABINETS WITH 53. UNDERWATER SEAT INSTALLff\TION. :! :! \I ii ' \.!, .. I· I ,, ;: I i' ___ -'._.L.:·:::C>""-:.2=::::: __ .. ---· ....... :-·.--;--:-_ .. ·:~~:--... -<I ,, . ----_, ...... , .. -•-_ ........... -/· ...... ~--• .. ·:c:! 1~ .. ,·-;:.-... -·-· ------· -.......... --,-:-., .......... -,~, 7lllli!illili,· c cc: -C----· ·-··-___ llf!! IUU,HH!f.,, ... , ...... _· .. ,cc·,-,_,,,cc,,, ____ ,_. __ , ____ , __ ... ,,,Hllli-a,,,,cc_ ,.,,, · cilJl]jlJH' lt----------,---+---------------+-----+--------1---t--------l ~ CITY OF CARLSBAD I SHEETS I L____:1_l_j PLANNING DIVISION 27 BACKYARD SECTION / ELEVATION AT PLAN 3 Underground Service Alert Call, TOLL FREE 1•800 422-4133 TWO WORKING DAYS BEFORE YOU DIG PREPARED BY: SUMMERS/MURPHY & PARTNERS, INC.11-----+----+--------------i-------+------l---e--------l LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443-1446 FAX (949) 443-1631 DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: ROBERTSON RANCH WEST VILLAGE TERRACES MODELS CARLSBAD, CA CONSTRUCTION PLANS I APPROVED: I~\ q:-~1--£)1t 7-':b -i1,.a, PLANNING OWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWDBY: CT 13-03 480-3P APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. I • I . . SECTION VIEW '1-C' SCALE: 3/8" = 1 '-0" i j : .. SECTION VIEW'1-D' SCALE: 3/8" = 1 '-0" • I , , I , . 3 ······ : : !4' I .. . I I I i~""' ' i ' .: :, : ' • LEGEND TRELLIS FRAMING A. 4X10 TUBULAR STEEL FRAME B. 4X6 TUBULAR STEEL JOIST C. 4X10 TUBE STEEL LEDGER D. 2X10 TUBE STEEL LEDGER ON REAR POOL WALL E. 2X2 UNDERMOUNT LATTICE -ALTERNATE 3CT. PATTERN UNLESS OTHERWISE NOTED W/ 1" GAP F. 2X6 UNDERMOUNT LATTICE -ALTERNATE 3CT. PATTERN W/ 1" GAP G. 2X2 HORIZ LATTICE TO MATCH TRELLIS W/ 1" GAP H. 2X6 HORIZ. LATTICE TO MATCH TRELLIS. W/ 1" GAP I. 2x4 VERT. @30" O.C.-NAILER J. 2x6 RAFTERS, @30"O.C.-NAILER FOR UNDERMOUNT LATTICE K. VERTICAL TUBE STEEL POST AND ANGLED BRACKET CONCEALED IN COLUMN. PER STRUCTURAL ENGINEER'S RECOMMENDATIONS L. STEEL REINFORCEMENT CONCEALED IN CMU WALL 2 BACKYARD SECTION/ ELEVATION 'C & D' AT PLAN 3 4' i : ' I • ! : ,, 4' I . OVERHEAD NOTES: • REFER TO STRUCTURAL ENGINEER"$ DETAILS & CALCULATIONS FOR ALL CONNECTIONS. FOOTINGS. & REINFORCING INFORMATION. • ALL METAL WORK SHALL RECEIVE TWO (2) COATS OF MOISTURE-PROOF PRIMER AND TWO (2) FINISH COATS -REFER TO FINISH SCHEDULE FOR COLOR • ALL LUMBER TO BE SAW SIZED DOUGLAS FIR. • ALL CONNECTORS, FASTENERS AND OTHER HARDWARD TO BE HOT DIPPED GALVANIZED. • PAINT OR STAIN WOOD PER FINISH SCHEDULE (IF PAINTING. TREAT ALL EXPOSED SURFACES WITH (2) TWO COATS MOISTURE-PROOF PRIMER AND (2) TWO FINISH COATS· REFER TO FINISH SCHEDULE FOR COLOR . POOL NOTE: • POOL CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL POOL CONSTRUCTION & MECHANICAL. INCLUDING PUMP, DRAINAGE. LIGHT FIXTURE. ELECTRICAL. & ALL APPURTENANCES. ETC., PRIOR TO INSTALLATION. N ' 1 ...... LEGEND 1. 2. 3. 4. 5. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. ADJACENT PAVING, SEE PLAN FINISH GRADE POOL BOND BEAM PER POOL CONTRACTOR'S DRAWINGS POOL COPING POOL STEPS SCULPTURE -REFER TO FINISH SCHEDULE POOL FINISH POOL TILE ELONGATED FOUNTAIN SCUPPER SQUARE FOUNTAIN SCUPPER IN TRELLIS STONE VENEER RETAINING WALL BATTERED STEP IN WALL TO HAVE A SLIGHT ARC REVERSE BATTERED TRELLIS COLUMN REVERSE BATTER PILASTER FOUNTAIN TO MATCH TRELLIS COLUMN BUILDING EDGE CANTILEVERED FIRE FEATURE WITH SPHERE ACCENTS WOOD STEPS WOOD LOUNGE DECK OUTDOOR FURNITURE BY OTHERS ACCENT POTTERY BY STEVE WOLFF & ASSOC. REFER TO FINISH SCHEDULE STEPS TO SUNKEN LOUNGE SEATING AREA STANDARD DEPTH BUILT-IN SEATING LOUNGE DEPTH BUILT-IN SEATING SWIM-UP BAR COUNTER WITH BUILT-IN SEATING PLEXI-GLASS POOL EDGE RECESS FOR OUTDOOR TV WOOD OR STEEL CABINETS WITH BBQ/ SINK ELEVATION VIEW SCALE: 3/8" = 1 '-0" LEGEND 31. 32. 33. 34. 35. 36. 37. 38. 39. 40. 41. 42. 43. 44. 45. 46. 47. 48. 49. 50. 51. 52. 53. GLASS SHELVES AND GLASS TILE BACKING -REFER TO FINISH SCHEDULE OUTDOOR BARBEQUE / BAR COUNTER RECESSED LED LIGHTING IN TOP OF CABINET BAR HEIGHT COUNTER TOP STANDARD HEIGHT COUNTER KEG-ER-ATOR AND TAPPER NOT USED CABINETS, DRAWERS AND OTHER KITCHEN FEATURES -REFER TO FINISH SCHEDULE COUNTER TOP TO KITCHEN PASS-THROUGH PER ARCHITECT'S DRAWINGS SMALL DIRECTIONAL DOWNLIGHTS BY OTHERS HANGING BAR LIGHTS BY OTHERS CONCRETE FOOTING PER STRUCTURAL ENGINEER'S DRAWINGS CMU WALL PER STRUCTURAL ENGINEER'S DRAWINGS COMPACTED BASE AND SUBGRADE PER GEOTECH'S REG'S PROPERTY LINE WALL SEAT SHELF AT BACK OF POOL TO MATC.H POOL COPING ENLARGED SHELF FOR SCULPTURAL ELEMENT TO MATCH POOL COPING STONE OR SLATE VENEER WALL W/ STUCCO BACK COUNTER TOP -REFER TO FINISH SCHEDULE FINISH GRADE BUILDING WALL -SEE ARCHITECTURAL PLANS OPTIONAL FOG EMITTERS 84" OUTDOOR SUNBRITE TV -SEE FINISH SCHEDULE UNDERWATER SEAT 1. STAINLESS STEEL SINK AND ACCESS DOORS -REFER TO FINISH SCHEDULE 2. WARMING DRAWER -REFER TO FINISH SCHEDULE 3. BBQ -REFER TO FINISH SCHEDULE 11---t---t---------------+----t----t--t----l ~ CITY PJN~NG~l¾s~~SBAD lt---+---+----------------+------1---+---+----I LANDSCAPE IMPROVEMENT PLANS FOR: ~ L1LJ Underground Service Alert ROBERTSON RANCH WEST VILLAGE TERRACES MODELS CARLSBAD, CA Call, TOLL FREE 1·800 422-4133 TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION PLANS •~---i----t-----------------+-----l---+---+----11 APPROVED: PREPARED BY: " SUMMERS/MURPHY & PARTNERS, INC. PLANNING LANDSCAPE ARCHITECTS ~~~====;-;==============;;===~ 34197 COAST HIGHWAY, SUITE 200 DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. DANA POINT, CALIFORNIA 92629 REVISION DESCRIPTION CHKD BY: (949) 443-1446 FAX (949) 443-1631 DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL l.!R~VWD='..cB~Y-'--: -===l ~--CT_13_-0_3 ___ ~ 480-3P APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 0TYP----<Mllrt--~ 0TYP ----JUr-,--/ "' : . ---'k-_L_.L._=------"l,.--+f'----"---"-+-~7 1 • • • • I . I 4 . • I : : SECTION VIEW '1-A' 1 • • •. : SCALE: 3/8" = 1'-0" "' I IL.._· 11-C-,~'--'-...I· j : L -, ,--l I P-1---f-f-il- SECTION VIEW '1-B' SCALE: 3/8" = 1 '-0" ~ LEGEND -TRELLIS FRAMING A. 4X10 TUBULAR STEEL FRAME B. 4X6 TUBULAR STEEL JOIST C. 4X10 TUBE STEEL LEDGER D. 2X10 TUBE STEEL LEDGER ON REAR POOL WALL 21' E. 2X2 UNDERMOUNT LATTICE -ALTERNATE 3CT. PATTERN UNLESS OTHERWISE NOTED W/ 1" GAP F. 2X6 UNDERMOUNT LATTICE -ALTERNATE 3CT. PATTERN W/ 1" GAP G, 2X2 HORIZ LATTICE TO MATCH TRELLIS W/ 1" GAP H. 2X6 HORIZ. LATTICE TO MATCH TRELLIS. W/ 1" GAP I. 2x4 VERT. @30" O.C.-NAILER J. 2x6 RAFTERS, @30"0.C.-NAILER FOR UNDERMOUNT LATTICE K. VERTICAL TUBE STEEL POST AND ANGLED BRACKET CONCEALED IN COLUMN. PER STRUCTURAL ENGINEER'S RECOMMENDATIONS L. STEEL REINFORCEMENT CONCEALED IN CMU WALL BACKYARD SECTIONS -PLAN 3 '1-, r "OVERHEAD NOJES: : • • • , , , I ,_, '. • REFER TOSTRUCTU.RAL ENGINEER",> D1;1AILS·& CALCUtATIONSf.ORALL . CONNECTIONS, FOOTINGS, & REINFJ'lRCING INFORMATION: All METAL WORK SHALL RECEIVE TWO (2) COATS OF MOISTURE,PRQOF : PRIMER AND TWO (2) FINISH COATS-REFER TO FINISH SCHEDULE FOR COLOR. • All LUMBER TO BE SAW SIZED DOUGLAS FIR. • All CONNECTORS. FASTENERS AND OTHER HARDWARD TO BE HOT DIPPED GALVANIZED. • PAINT OR STAIN WOOD PER FINISH SCHEDULE (IF PAINTING, TREAT All EXPOSED SURFACES WITH (2) TWO COATS MOISTURE-PROOF PRIMER AND (2) TWO FINISH COATS· REFER TO FINISH SCHEDULE FOR COLOR. ' , I • • ' REATININGWALLNOTE: • THIS DETAIL IS FO~ COSMETIC PUR~OSESONL ~; REFER TO CIVll ENGINEER'S PLANS FOR ALL STRUCTURAL, WATER PROOFING, AND DRAINAGE INFORMATION PERTAINING TO RETAINING WALLS. POOL NOTE: • POOL CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR All POOL CONSTRUCTION & MECHANICAL, INCLUDING PUMP, DRAINAGE, LIGHT FIXTURE, ELECTRICAL, & All APPURTENANCES, ETC., PRIOR TO INSTALLATION. Underground Service Alert Call• TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG = PREPARED BY: (4) ' I : : : : . . I : . : . ' TYP TYP TYP LEGEND 1. ADJACENT PAVING, SEE PLAN 2. FINISH GRADE 3. POOL BOND BEAM PER POOL CONTRACTOR'S DRAWINGS 4. POOL COPING 5. POOL STEPS 30. WOOD OR STEEL CABINETS WITH GLASS SHELVES AND GLASS TILE BACKING -REFER TO FINISH SCHEDULE 31. OUTDOOR BARBEQUE / BAR COUNTER -REFER TO FINISH SCHEDULE 32. RECESSED LED LIGHTING IN TOP 9. SCULPTURE -REFER TO FINISH OF CABINET SCHEDULE 33. BAR HEIGHT COUNTER TOP 10. POOL PLASTER-REFER TO FINISH SCHEDULE 34. STANDARD HEIGHT COUNTER 11. POOL TILE-REFER TO FINISH 35. KEG-ER-ATOR AND TAPPER SCHEDULE 12. NOT USED 36. NOT USED 13. SQUARE FOUNTAIN SCUPPER IN TRELLIS -REFER TO FINISH SCHEDULE 14. STONE VENEER RETAINING WALL- REFER TO FINISH SCHEDULE 15. BATTERED STEP IN TOP OF WALL TO HAVE A SLIGHT ARC 16. REVERSE BATTERED TRELLIS COLUMN 17. SHORT REVERSE BATTER PILASTER FOUNTAIN TO MATCH TRELLIS COLUMN 18. BUILDING EDGE 19. CANTILEVERED FIRE FEATURE WITH SPHERE ACCENTS -REFER TO FINISH SCHEDULE 20. WOOD STEPS -REFER TO FINISH SCHEDULE 21. WOOD LOUNGE DECK-REFER TO FINISH SCHEDULE 37. CABINETS, DRAWERS AND OTHER KITCHEN FEATURES -REFER TO FINISH SCHEDULE 38. NOT USED 39. SMALL DIRECTIONAL DOWNLIGHT BY OTHERS 40. HANGING BAR LIGHTS BY OTHERS 41. CONCRETE FOOTING PER STRUCTURAL ENGINEER'S DRAVVINGS 42. CMU WALL PER STRUCTURAL ENGINEER'S DRAWINGS 43. COMPACTED BASE AND SUBGRADE PER GEOTECH'S REC'S 44. PROPERTY LINE WALL 45. SEAT SHELF AT BACK OF POOL TO MATCH POOL COPING 22. OUTDOOR FURNITURE BY OTHERS 46. NOT USED 23. NOT USED 24. NOT USED 25. NOT USED 26. NOT USED 27. NOT USED 28. NOT USED 29. RECESS FOR OUTDOOR TV, 4" MAX, DIMENSION MUST FIT VERY CLOSE TO DIMENSION OF TV 47. VENEER WALL, ALL SIDES -REFER TO FINISH SCHEDULE 48. COUNTER TOP -REFER TO FINISH SCHEDULE 49. FINISH GRADE 50. BUILDING WALL -SEE ARCHITECTURAL PLANS 51. OPTIONAL FOG EMITTERS 52. 84" OUTDOOR TV -SEE FINISH SCHEDULE 53. UNDERWATER SEAT A ll---t-----+------------+----t--l------1---l fsHm7 CITY OF CARLSBAD I SHEETS I ~ PLANNING DIVISION 27 APPROVED: SUMMERS/MURPHY & PARTNERS, INC. ll----+---+---------------1----+----l---L-------1 PLANNING LANDSCAPE ARCHITECTS ~:::::~===::;-;:::=======::::;-;,=.=.=.=.=.=.=~~ 34197 COAST HIGHWAY, SUITE 200 DATE INITIAL DWN BY: DANA POINT, CALIFORNIA 92629 DATE INITIAL DATE INITIAL CHKD BY: __ _ (949) 443-1446 FAX (949) 443-1631 DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. CT 13-03 DRAWING NO. 480-3P APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING, PRECISE LOCATION OF PLANTING AREA. In the performance of this contract, Contractor shall hold Landscape Architect and Owner harmless from any and all liability, costs and charges arising out of, or in connection with, contractors, employees, or it's agent's negligence, omissions, errors. B. Errors or Conflicts If any errors or conflicts are discovered in the plans or notes, they shall be interpreted so as to accomplish the real purpose of those plans and notes. C. Additions, Deviations and Alterations No deviations or alterations from the plans and specifications will be permitted unless authorized by the Owner or the Landscape Architect. Should deviation from plans and notes become necessary due to conflicting site conditions, Owner and Landscape Architect shall approve in advance any such deviation. No additional work will be authorized without the express written authorization from the Owner. The Contractor shall comply with the obvious Intent and meaning of these plans and specifications which shall be construed to include all labor, material, tools and equipment necessary to complete the work specified herein in a Workmanlike manner in strict accordance with plans and notes. Should any questions arise as to the intent and interpretation of these plans and notes, Contractor shall refer to Owner and Landscape Architect whose decision thereon shall be final. E. Observation and Rejection of Materials and Workmanship All materials and workmanship furnished or performed by Contractor shall be subject to final observation and acceptance by Owner and Landscape Architect upon completion of all contract work whether previously paid for or not. At any and all times during the performance of this contract, Contractor shall make available for observation, test and approval, materials and workmanship. Failure of such observers to make observaUon, tests or approvals shall not prejudice the right of Landscape Architect or Owner on final observation. Contractor shall promptly replace any and all material, workmanship and equipment which does not conform to the plans and notes. All materials used on this contract shall be new and the best marked quality unless specified otherwise. When so required by the Owner or Landscape Architect, Contractor shall submit for approval samples of the various materials, and specify finish thereon. All construction shall conform to all local building codes and ordinances. It is Contractor's responsibility to verify all codes prior to commencing work. Contractor shall be responsible for verifying the location of all underground utilities, electric cables, conduits, sprinkler lines and all utility lines prior to any construction. I. Removal of Debris and Clean-Up Contractor shall thoroughly clean and keep free of debris and waste material entire construction area to the satisfaction of the Owner. The general conditions and any special conditions that Owner may require shall apply with the same force and effect as though written in full herein for all construction sections. II. SITE EXCAVATION AND ROUGH GRADING Scope of Work -Provide all labor, materials, tools, equipment, transportation and necessary incidentals for the completion of all clearing, stripping, excavating, backfilling, grading and related work as shown on the drawings, including but not limited to the following: A. Protection of all curbs, walks, walls, structures and other existing work which is to remain. B.-Clearing and stripping site of brush, debris and other foreign materials as outlined in th.e drawings. C. Excavation for all foundations and footings to the dimension and depth shown on the drawings. Bottoms of excavations shall be smooth and level. All loose material shall be removed therefrom. D. Subgrades shall be watered and compacted to a relative compaction of 95%. E. Subgrades under all paving shall be true to grade and cross section, hard, uniform and smooth prior to placement of base material. F. Backfilling of all excavations and trenches after placement of foundations, walls, walks, utilities, etc.,as outlined on the drawings. Compaction of backfill shall be in acceptance with Engineer's specifications. G. Grading of areas indicated in the drawings including bringing existing grades to within 1/10 foot plus or minus. Final design grades as indicated on the drawings. H. Stockpiling of excavation material or import top soil fill and sand shall be as outlined on the drawings or as approved by Landscape Architect. I. Clean up and remove all debris and surplus material and remove from site. Ill. DRAINAGE Scope of Work -Provide all labor, materials, tools, equipment, transportation and necessary incidentals for the completion of all drainage systems as shown on the drawings, including but not limited to the following: 1. Acrylonite Butalene -Styrene (ABS) Schedule 40 drain pipe,· perforated or non-perforated in diameters shown on the drawings. 2. Basins and Drains -High impact plastic Styrene drain basins, catch basins with grates, high impact plastic Styrene deck drains., and/or precast concrete drain box and catch basins and cast iron grate in diameters and sizes as shown on the drawings. Stainless steel or brass deck drains in hardscape as shown on the drawings. B. Trenching and Laying Pipe 1. Trenches to pitch a minimum of 1/8" per foot unless otherwise_ indicated on the drawings. Contractor to verify all invert elevations and trench depth prior to excavation. 2. Bottom of trench shall be smooth and continuous to flow direction. A hollow shall be made to receive bell of pipe so the joint will not bear upon the subgrade. Adjustments to line and grade shall be made by scraping away or filling in with backfill under the base of the pipe and not by wedging or blocking. 3. Trench material shall be used for backfill. However, no rocks or lumps shall be used. Welded joints shall be given at least 15 minutes setup before handling. Above the level of initial backfill, the trench may be backfilled with trench material. 4. Compaction -Compaction by tamping shall not be done in layers exceeding eight inches in loose depth with each layer thoroughly compacted between. C. Clean-Up and Testing 1, Prior to covering of trenches, drain 11ne and basins shall be checked to insure proper flow and water tightness. 2. The piping systems shall be flushed and cleaned prior to connecting to existing drain line, catch basin or storm drain systems. 3. Upon completion of work, remove debris, tools and surplus material from site. IV. CONCRETE Scope of work -Provide all labor, materials, tools, equipment, transportation and necessary incidentals for the completion of all concrete flatwork as shown on the drawings including but not limited to the following: A. Materials 1. Cement-Standard Portland Cement, per designation C-150 of the ASTM Type 11, 111, or V, (ow alkali, single brand throughout. Refer to Soil Engineer's Report for Recommendations. 2. Aggregate -ASTM Specification C-33 3/4" maximum size. Decorative aggregates or pea rock as shown on drawings. Fine natural sand, well graded conforming to ASTM C-144. 3. Water -Water used shall be of potable quality. 4. Steel -Reinforcing steel for decks and walks to be intermediate grade deformed bars conforming to ASTM A-615 and/or Grade 40. Mesh ASTM A-496, size where shown on drawings. 5. Expansion Joints -Asphalt impregnated felt. Polyfelt Ethafoam as indicated cm the drawings. 6. Control Joints -Saw cut joint 1/4 of slab thickness. Hand tooled score joints 1/4" deep minimum where shown on the drawings. 7. Cold Joints -Butt type, butt type with dowels. Screed key joint as indicated on the drawings. 8. Joint Sealant -Two parts Polysulfide sealant as manufactured by Thiokol, Class AS, self leveling or multi-part polyurethane construction sealant by L.M. Scofield, In matching color. 9. Curing Material -Hunts process MD7C. 'Lithochrome' color wax for color conditioned concrete by L.M. Scofield, in matching color of concrete as indicated on the drawings. 10. Color Conditioned Concrete -'Chromix' admixtures for integral colored concrete by L.M. Scofield Company. 11. Dust-On Color-'Lithochrome' color hardener by L.M. Scofield Company. 12. Surface Retardant-'Lithotex' top surface retarder as manufactured by L.M. Scofield Company, or 'Sika' surface retardant or 'Rugesol' as manufactured by Sika Corporation. B. Subgrade 1. Grade all subgrades to a uniform depth and compaction. Moisten all subgrades prior to pouring of concrete. 2. Cut all footings in undisturbed or compacted soil. 3. Place sand or aggregate base as shown on the drawings and as specified by a Soils Engineer. C. Forms 1. Use only finished lumber. Set all forms true to grade and position. 2. Moisten all forms prior to pouring of concrete or use approved form release agents. D. Expansion Joints 1. Place expansion joints in concrete at intersection of concrete and fixed structures, i.e., garage, walls, base of steps, pool bond beam as indicated on the drawings. 2. Place control joint in concrete not to exceed a horizontal spacing as specified by a soils engineer. 3. Place construction joints in concrete where casting on concrete is to be stopped and subsequent casting is to be started. E. Concrete 1. Class A concrete shall contain not less than 5 sacks of cement per cubic yard and be proportioned to attain a maximum cylinder strength of 2,000 PSI in 28 days. Compressive strengths are to be determined in accordance with ASTM C~39. The slump shall not exceed 4". 2. Concrete mixing -All transit mixed concrete shall be mixed and delivered in accordance with the requirement of Standard Specifications for ready mixed concrete ASTM C-94. F. Concrete Finishing 1. Broom Finish -Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove all irregularities. Float to a smooth surface, steel trowel, and edge to an even hard surtace. Score as indicated on drawings. Use a new manila hemp bristle broom. Brush markings on slab in uniform fashion as shown on the drawings. 2. Rock Salt Finish -Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove all irregularities. Float to a smooth surface, steel trowel and edge to an even hard surface. Score as indicated on drawings. Hand broadcast rock salt in even distribution and tamp in. Wash off concrete with enough pressure to dissolve rock.salt after concrete has set. 3. Pea Rock Retarded Finish -Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove all irregularities. Float to a smooth surface, steel trowel and edge to an even hard surface. Apply surface retardant to finished surface, prior to initial set per manufacturer's recommendations, L.M. Scofield, using sprayer, providing even distribution. Reveal aggregate by using water jet and coarse fiber brush to remove retardant paste from surface, washing thoroughly until surface is clean and exposure is complete and uniform. 4. Hand Seeded Aggregate Finish -Tamp fresh ·concrete with heavy metal grid. Screed with straight edge to remove all irregularities. Float to a smooth surface. Hand seed surface in uniform fashion over entire area keeping stone 1/2" minimum from edges and expansion joints. Tamp aggregate to a uniform depth below concrete surface. 5. Stamped Concrete -Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove all irregularities. Float to a smooth surface. Apply color hardener 'Lithochrome' by L.M. Scofield by the dry shake method using a minimum of 60 pounds per 100 square feet. Apply in 2 or more shakes and float after each shake. Trowel only after final floating while concrete is still plastic using imprinting tools to make pattern as shown on the drawings. Apply color curing compound 'Lithochrome' color wax by L.M. Scofield Company using roller or sprayer. If 'Bomacron' type surface is shown on drawings, a release agent must be applied prior to texturing the concrete. Color curing compound may be optional, as indicated on the drawings. 6. Sand Finish -Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove all irregularities. Float to a smooth surface, steel trowel and edge to an even hard surface. Prior to set, lightly sponge surface to reveal small surface fines while not exposing aggregate. Alternate method, after initial set, surface to be washed with a diluted solution of muriatic acid and water, and brushed to reveal surface lines. Surface must be continuously wet to avoid acid bum. G. Clean-Up 1. Upon completion of work, remove all forms, debris, material and tools from site. V. BLOCK MASONRY Scope of Work -Provide all labor, materials, tools, equipment, transportation and necessary incidentals for the completion of all block masonry as shown on the drawings, including but not llmlted to the following: A. Materials 1. Slump block units meeting grade A, ASTM C-90, concrete block units Grade A, ASTM C-90. 2. Cement-Standard Portland Cement ASTM designation C-150 Type I or JI, low alkali. 3. Sand~ Clean, well graded ASTM designation C~144. 4. Water -Water used shall be of potable quality. 5. Steel -Reinforced steel for wall to be Grade 40 deformed bars ASTM designation A-165. 6. Concrete -Class A concrete minimum 2,000 PSI at 28 days. 7. Mortar-by volume, freshly prepared, uniformly mixed in ratio 1 part cement, 1/2 part lime putty, 4-1/4 parts sand, conforming to ASTM C-270. Omit lime putty if plastic cement is used. 8. Grout -by volume freshly prepared, uniformly mixed 1 part cement, 3 parts sand, 2 parts pea graveJ. B. Laying of Masonry 1. Lay all masonry straight and true to line with vertical joints plumb over each other. Horizontal joints shall be level. Headers and corner units to show finished faces where exposed. Joints and bond pattern to be as shown on the drawings. C. Reinforcing 1. All bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels for walls and columns to be same size as wall reinforcing. Refer to Structural Engineer's specifications for all steel sizes and locations. D. Cutting of Masonry 1. No cutting of masonry units shall be allowed unless shown on the drawings. E. Grouting of Masonry 1. Grout all cells with vertical steel solid as shown on the drawings. 2. Grout all cells below grade solid. 3. Provide minimum 3/4" between steel reinforcing and blocks. F. Weepholes 1. Open joint weep holes at 32" O.C. maximum on bottom course of retaining walls with 1 cubic foot gravel if shown on drawings or approved drainage system per Structural Engineer's specifications. G. Expansion Joints 1. Provide vertical expansion joints in wall per local code and Structural Engineer's specifications. H. Waterproofing 1. Waterproof all retaining walls below grade with asphalt emulsion, 2 coats. I. Cleaning 1. Clean all masonry work, remove all mortar stains. 2. Upon completion of work, remove all mortar droppings, debris, materials and tools from site. VI. BRICK MASONRY Scope of Work -Provide all labor, materials, tools, equipment, transportation and necessary incidentals for the completion of all brick or stone masonry as shown on the drawings, including but not limited to the following: A. Materials 1. Brick or stone conforming to ASTM A-62 grade MW as shown on the drawings. 2. Cement-Standard Portland Cement ASTM designation C~150, Type 11, 111, orV low alkali single brand throughout. Refer to Soils Engineer's report for recommendations. 3. Sand -Clean, well graded ASTM designation C-144. 4. Water -Water used shall be of potable quality. 5. Steel -Reinforced steel for walls to be Grade 40 deformed bars ASTM designation A-165. 6. Mortar-by volume, freshly prepared, uniformly mixed in ratio 1 part cement, 1/2 part lime putty, 3 parts sand, conforming to ASTM C-270. Omit lime putty if plastic cement is used. 7, Grout -by volume, freshly prepared, uniformly mixed in ratio 1 part cement, 3 parts sand or 1 part cement, 3 parts sand and 2 parts pea gravel. B. Laying of Brick 1. Lay all masonry straight and true to line with brick vertical joints plumb over each other. Horizontal joints shall be level. Headers and corner units to show finished faces where exposed. Joints and bond pattern to be as shown on the drawings. C. Reinforcing 1. All bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels for walls and columns to be same size as wall reinforcing. Refer to Structural Engineer's specifications for all steel sizes and locations. D. Cutting of Masonry 1. Use masonry saw for brick cuts unless specified otherwise. Bricks cut less than 1/2 length shall not be used. Stone to be cut with chisel and hammer. E. Grouting of Masonry 1. Grout core walls solid as shown on the drawings. 2. Provide minimum of 2-1/2" grout space between double brick walls. Provide minimum 3/4" between steel reinforcing and brick. H. Waterproofing 1. Waterproof all retaining walls below grade with asphalt emulsion, or other as specified by Soils Engineer. I. Cleaning and Sealing 1. Clean all masonry work. Remove all mortar stains. Remove alkali with solution of muriatic acid and water. Apply clear sealer to exposed surfaces if shown on the drawings. 2. Upon completion of work, remove all mortar droppings, debris, materials and tools from site. Underground Service Alert Call• TOLL FREE CONSTRUCTION NOTES: VII. CARPENTRY Scope of work -Provide all labor, materials, tools, equipment, transportation and necessary incidentals for completion of all carpentry as shown on the drawings, including but not limited to the following: A. Materials 1. Wood -rough sawn, resawn, surfaced 4 sides where shown on the drawings, straight, sound, free from marks, pin head knots, sap pockets, slivers, and checks. Select grade or better where shown on the drawings. 2. Douglas Fir, Redwood, Western Red Cedar or as shown on the drawings. 3. Posts, Plates and other at-grade connections to be Redwood, Western Red Cedar or pressure treated Douglas Fir as shown on the drawings. 4. Hardware -column bases -'Simpson Strong Tie' or equal. Post caps and strap ties -'Simpson Strong Tie' or equal. Joist hangers and heavy angles - 'Simpson Strong Tie' or equal. Screws, hinges, nails, bolts, and washers. All hardware material to be galvanized. 5. Stain and paint -as selected and shown on drawings. 6. Concrete -Class A minimum 2,000 PSI at 28 days. VIII. Metal Work B. Rough Carpentry 1. Set all posts, beams, rails and framing plumb and true to line as shown on the drawings. 2. Connections -make all connections as shown on the drawings.Splice lumber at posts only. Utilize all nail and/or bolt holes for all hardware. 3. Ease all top edges of exposed lumber for bench tops, low walls, etc., where surface contact is provided. 4. Post base -set post column base as shown on drawings, providing minimum 1" clear all sides from finished post base to top of paving. 5. Countersink nails and bolts in all locations where surface contact is provided, i.e., bench top etc. C. Painting and-Stain 1. Fill all seams and cracks with Latex caulk and/or wood dough to insure an even surtace. 2. Sand smooth all exposed suriaces is specified as S4S. 3. Prime all painted surfaces with one coat primer. 4. Paint with minimum two finish coats for painted surfaces. 5. Stain with minimum two finish coats for stain surfaces. D. Protection and Cleanup 1. Protect all existing work from paint overspray. 2. Upon completion of work, remove all scrap wood, debris, materials and tools from site. Scope of Work -Provide all labor, materials, tools, equipment, transportation and necessary incidentals for completion of all metal work where shown on the drawings, including but not limited to the following: A. Materials 1. Steel tubing in sizes shown on the drawings ASTM designation 500 and/or hand forged, cold rolled wrought iron in sizes as shown on the drawings. 2. Hardware -hinges, latches, bolts, washers, screws, etc., to be heavy duty. 3. Concrete -Class A concrete minimum 2,000 PSI at 28 days and/or 'Par-Rock' as shown on the drawings. 4. Paint -Zinc Chromate primer, 'Rustoleum' finish surface coats or equal. 'Metalizing' or galvanizing or powder coating if shown on the drawings. B. Fabrication and Installation 1. Contractor shall make all measurement for fabrication in field prior to starting work. 2. Horizontal bars to taper with grade or step with grade as shown on the drawings. Vertical bars to be plumb. C. Welding 1. Welding to comply with the requirements of standard code for ARC and gas welding. 2. Weld to only clean, rust-free surface. 3. All welds to be continuous and free of cracks, craters and porosity. Tack welds not acceptable. 4. Grind smooth all exposed welds, match adjoining surfaces. 5. Plug all open ends and tops, and weld. D. Painting 1. Prime all metal work with one coat Zinc Chromate primer. 2. Paint all metal work with 2 coats 'Rustoleum' in semi~gloss or flat as shown on the drawings. Paint to be 4 mils minimum dry thickness each. 3. Prime and paint per above, all field welds. E. Protection and Cleanup i. Protect all existing work from paint overspray. 2. Obtain Fire permit where required for on-site welding. 3. Upon completion of work, remove all scrap iron, debris, materials and tools from site. 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ADJUST AS NECESSARY WHILE MAINTAINING THE DESIGN CONCEPT. 2. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING ANY WORK AND CONTACT LANDSCAPE ARCHITECT FOR AUTHORIZATION IF MODIFICATIONS ARE NECESSARY. 3. PAVING CONTRACTOR SHALL COORDINATE WITH DRAINAGE CONTRACTOR, IRRIGATION CONTRACTOR AND ELECTRICIAN TO ENSURE THAT ALL SLEEVES AND CROSSINGS ARE PROVIDED PRIOR TO PLACING OF PAVING, CONCRETE, ETC. 4. VERIFY WITH THE PROJECT SOILS ENGINEER THE NEED FOR REINFORCING, BASE MATERIALS, PRESATURATION, ETC., FOR WALKS, PATIOS, FOOTINGS, ETC. 5. EXPANSION JOINTS OCCUR AT BOTTOM OF STEPS, CHANGE IN DIRECTION OF CONCRETE WALKS, ADJACENT TO BUILDINGS AND WHERE NEW CONCRETE PAVING ABUTS EXISTING SIDEWALKS AND/OR CURBS. THE RECOMMENDED SPACING FOR EXPANSION JOINTS IN WALKS IS 16'-0" O.C. FOR CONTINUOUS WALKS UNLESS OTHERWISE RECOMMENDED BY SOILS ENGINEER. 6. SCORE JOINTS OCCUR WHERE SHOWN ON PLAN AND AS NECESSARY TO MINIMIZE AND CONTROL CRACKING OF CONCRETE PAVING. 7. ALL CONSTRUCTION SHALL CONFORM TO ALL LOCAL CODES AND ORDINANCES. 8. FINISH SURFACE OF CONCRETE TO BE 1/2" MINIMUM BELOW STUCCO SCREED; VERIFY IN FIELD AND ADJUST GRADES IF NECESSARY TO ACHIEVE THIS. 9. ALL HORIZONTAL CONTROL FOR WALLS OR FENCES BY OTHERS. REFER TO CIVIL ENGINEER'S PLANS. 10. SLEEVE ALL UNDERGROUND WIRE FOR LOW VOLTAGE LIGHTING. 11. FOR GRADING AND DRAINAGE INFORMATION REFER TO CIVIL ENGINEER'S PLANS. 12. THIS MODEL HOME COMPLEX SHALL BE XERISCAPED AND SIGNAGE IDENTIFYING XERISCAPE LANDSCAPE PROVIDED BY OWNER. 13. NOTICE TO THE APPLICANT/OWNER/OWNER'S AGENT/ARCHITECT OR ENGINEER OF RECORD: BY USING THIS PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF CITY OF SAN DIEGO FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF-SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES. 14. CONTRACTOR/BUILDER/INSTALLER/SUB-CONTRACTOR/OWNER-BUILDER: BY USING THIS PERMITTED CONSTRUCTION; DRAWINGS FOR CONSTRUCTION/INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU ACKNOWLEDGE AND ARE AWARE OF, THE REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECDTIONS. YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF CITY OF SAN DIEGO FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF-SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES. ~ CITY OF CARLSBAD ~ lt---+---t------------------+---+---+---+-------l L___'1_§_j PLANNING DIVISION L1LJ ~==="==================--'===='. LANDSCAPE IMPROVEMENT PLANS FOR: ROBERTSON RANCH WEST VILLAGE TERRACES MODELS CARLSBAD, CA CONSTRUCTION SPECIFICATIONS ~ PREPARED BY: " {~~ {-._ ~$ 1-~ll,, -~---,------j--------------------+-----,----t---f-------l I APPROVED: \( I SUMMERS/MURPHY & PARTNERS, INC. P_LA_N_N-IN_G_~==--,--'--V,"---"="""'-''-----. 1•800 422·4133 TWO WORKING DAYS BEFORE YOU DIG LANDSCAPE ARCHITECTS :=:;:;~~====;--;=========;--;::::==~ 34197 COAST HIGHWAY, SUITE 200 DATE INITIAL OWN BY: PROJECT NO. DRAWING NO. DANA POINT, CALIFORNIA 92629 REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY: (949) 443-1446 FAX (949) 443-1631 DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL L'R'--'VWD~,_.B,_,Y-'---: ~==J ~--C_T_1_3-_D3 ____ ~ 480-3P APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. I . l I EXISTING PLANTING/IRR',,{TI N PER PARKWAY IMPR9ifE~EN S PHASE 1 PLAIIIS 480-3L-Y LIGHTFOOT P~NNING GROU / ,/,/ /// \ l 3'WATER EASEMENT PRESSURE REDUCING STATION REFER TO ENGINEER'S PLANS .. •. •• •• EXIS I . G PLANTING/IRRIGATi0t,) PER PARKWAY PROVEMENTS PHASE 1 PLANS 480-3L-BY LIGHTFOOT PLANNING GROUP CONTRACTOR TO FIELD MODIFY EXISTING REAR YARD SLOPE IRRIGATION TO IRRIGATION NOTES ACCOMMODATE NEW IRRIGATION FOR MODELS ONLY LIMIT OF WORK 111/4" I ' - -1-• r--,..---.--'' :c=r:_ (-y . 'r -·-:1_~V,r. CHASE COURT E8 SCALE: 1" = 10' -0" NORTH 0 10 20 40 .' -j~_;_, --·-__ :_ 1····+4····· -----· ---,-+}---·--"' . ~:····-:: ::1 1pl4"1 60 -____ ..[ I . L ___ _ 1. I .. 11/4'\ . . . . i Underground Service Alert Call• TOLL FREE 1·800 422-4133 TWO WORKING DAYS BEFORE YOU DIG 1111 Ir l i 11 -•·-1 I . 11/4',' I . 1. '5c ~ "' --1,,'c' .. 'Jc"=~~-~-"'"-'~ . ;~ ffi t ✓ ~ ~ g(/) ~ ti w >-I _J CO i i I . .. • II <( 0 Cl) w w 0::: w <( Cl) a.. •W ~ 0::: 0::: a.. 0 Cl) sz LL ::s 0 a.. f- ~ _J 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION . 8. ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 9. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 10. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 11. ALL REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWIN ON THE INSTALLATION DETAILS. INSTALL ALL REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. 12. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRA Y ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES. BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW. REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 13. THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SUMMERS/ MURPHY & PARTNERS INC. RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY. AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. MODEL IRRIGATION NOTES A. MAKE IRRIGATION POINT OF CONNECTION INTO WATER SERVICE LINE IMMEDIATELY DOWINSTREAM OF THE EXISTING WATER METER. VERIFY EXACT METER LOCATION IN THE FIELD AND ADJUST AS NECESSARY. INSTALL BALL VALVE AT POC FOR IRRIGATION SYSTEM ISOLATION. INSTALL PRESSURE REGULATOR DOWNSTREAM OF BALL VALVE IF STATIC WATER PRESSURE EXCEEDS 75 PSI. SET OPERATING PRESSURE TO 66 PSI. ADJUST PRESSURE AS NEEDED. MAXIMUM DEMAND IS+/-14 GPM. MAKE POINT OF CONNECTION PER LOCAL CODE. B. C. D. E. INSTALL CONTROLLER WITHIN GARAGE FOR MODELS (OR ON EXTERIOR WALL FOR SALES OFFICE). INSTALL CONTROLLER FOR PARKING LOT ON ADJACENT LOT, COORDINATE WITH DEVELOPER. FINAL CONTROLLER LOCATION TO BE DETERMINED IN THE FIELD BY THE DEVELOPER'S AUTHORIZED REPRESENTATIVE. DEVELOPER TO PROVIDE 120 VOLT POWER TO FINAL CONTROLLER LOCATION. IRRIGATION CONTRACTOR TO MAKE ALL CONNECTIONS PER LOCAL CODES. LOCATE CONTROL VALVES ADJACENT TO THE SIDE OF HOUSE. VALVES SHOULD NOT BE VISIBLE FROM ENTRY WALKWAY. SCREEN VALVES WITH SHRUBS IF NECESSARY. INSTALL ANTI-SIPHON VALVES PER LOCAL CODES. WHEN REAR YARD SLOPE CONDITIONS EXIST INSTALL ATMOSPHERIC VACUUM BREAKER VALVES AT 12" ABOVE THE HIGHEST IRRIGATION EMISSIONS DEVICE ON SYSTEM . ALL PIPE AND WIRES UNDER HARDSCAPE ARE TO BE SLEEVED IN SCH. 40 PVC. PIPE SLEEVES ARE TO BE 2X THE PIPE OR WIRE BUNDLE CARRIED. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR. INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWINER"S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. F. BUBBLER$ AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWINER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER"S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. G. EXISTING IRRIGATION TO BE MODIFIED AT REAR YARDS OF MODELS. CONTRACTOR TO MAKE ADJUSTMENTS TO PROVIDE FULL COVERAGE AND MINIMIZE RUNOFF. PROVIDE HAND WATERING DURING CONSTRUCTION. AND REPAIR OR REPLACE ANY DAMAGED/DESTROYED PLANTING AND IRRIGATION. PIPE SIZING CHART 0TO5 GPM 3/4" SCH 40 PVC PIPE 5TO 10 GPM 1" SCH 40 PVC PIPE 10TO 15 GPM 1-1 /4" SCH 40 PVC PIPE 15 TO 25 GPM 1-1 /2" SCH 40 PVC PIPE 25 TO 35 GPM 2" SCH 40 PVC PIPE 35 TO 50 GPM 2-1/2" CL. 315 PVC PIPE 50 TO 100 GPM 3" CL. 315 PVC PIPE NOTE: CONTRACTOR SHALL SIZE ALL LATERAL LINES PER PIPE SIZING cHART, IN NO INSTANCE SHALL PIPE SIZE EXCEED DESIGNATED GPM RANGE. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. w CITY OF CARLSBAD CTr] 7 PLANNING DIVISION 7 LANDSCAPE IMPROVEMENT PLANS FOR. ROBERTSON RANCH WEST VILLAGE TERRACES MODELS CARLSBAD, CA SHRUB IRRIGATION PLAN PREPARED BY: ii----.-------,-------------+----+---+--+------11 APPROVED, r¼J: I c ,=-t::.J L,d\----i-~. i"" I SUMMERS/MURPHY & PARTNERS, INC. . P-L-AN-N-IN_G_~~ ...... .,_,.~.,,....,---1--~ . LANDSCAPE ARCHITECTS ~D=w=N=B=Y=, ===:;;========:::;-;:=====::; 34197 COAST HIGHWAY, SUITE 200 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: PROJECT NO. DRAWING NO. DANA POINT, CALIFORNIA 92629 REVISION DESCRIPTION (949) 443'1446 FAX (949) 443-1631 DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: CT 13-03 480-3P APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDLNG PRECISE L /}A N OF LANTING AREA. i I I i \ I I I ' I -i 3'WATER EASEMENT PRESSURE REDUCING STATION REFER TO ENGINEER'S PLANS m IUll ;' ,"• ' J--! ii :'; ·_·-: -\-l f ! .C----! 0-i I .: ' J!·· .; : .. .: ! .. '-:·:--_,.I•,.~_-,., .. ~-' Ma Iii i/lil! • : 1-1 -! f--·l : / EXISTING PLANTING/IRRJGATI N PER PARKWAY IMPR9VEMEN S PHASE 1 PLA~S 480-3L-Y LIGHTF7 NING GRO P -,/ -! ~--" ',""-, -. EXIS I G PLANTING/IRRIGATION PER PARKWAY PROVEMENTS PHASE 1 PLANS 480-3L-BY LIGHTFOOT PLANNING GROUP : I ! I I _ , flTT'r~;~=ll~/c-i;~~ TT. : .... '.:~:.L...1.JI. -f~;--•·f-'";4 "' .L.:.L ... : < j""""-'i t-4 I 'l l I ,...,, ,.. __ 11114" i\ I CONTRACTOR TO FIELD MODIFY EXISTING REAR YARD SLOPE IRRIGATION TO ACCOMODATE NEW IRRIGATION FOR MODELS ONLY CHASE COURT EB SCALE: 1" = 1 O' -O" NORTH 0 10 20 40 Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG LIMIT OF WORK -\ \ --\--, ""I""'-"' ' ; .. l .. , ...... ---.--------,---------,..- 1 I I .....L........-........_ __ ,_ -- -•-'-i . : 1 I I -~-, ' -,-•--,--'h--~-s--,-___ c ____ p ~ -~-1-J_J '' ---f'---'-~~--1-'--c-~-c1:I=--~ I iH~----'-L... .. _,_ _'!"':: .. : ___ _,'. ___ ~Tj.L_., L.,l 1 ;_T-L ~-tL'._LJl ___ ! , I I t I ------'---------i.--.1.-.-..---.1--..---. -----i ; i i I i -I -'-:r:::c-··---,-i-'-·-;-" _,/ .... -,, ~ .... .,..! Jr --·-·:;,.ui1--1nJ1;;1-;-,.nu -~ ' ' ' • j l f I_ /; ,. ' ,_ \1 ,_ ' cl 0::: w ...J ti 0.. I-~ Cf) Cf) w >-...J cc <( 0 Cf) w w 0::: w <( Cf) 0.. •W :::s::: 0::: 0::: 0.. 0 Cf) sz u.. <( 0~ I- ~ ...J IRRIGATION NOTES 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8. ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 9. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 10. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED_ SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING . 11. ALL REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL REMOTE CONTROL VALVES WITH IN 18" OF HARDSCAPE. 12. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 13. THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SUMMERS I MURPHY & PARTNERS INC. RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. MODEL IRRIGATION NOTES A MAKE IRRIGATION POINT OF CONNECTION INTO WATER _SERVICE LINE IMMEDIATELY DOWNSTREAM OF THE EXISTING WATER METER. VERIFY EXACT METER LOCATION IN THE FIELD AND ADJUST AS NECESSARY. INSTALL BALL VALVE AT POC FOR IRRIGATION SYSTEM ISOLATION. INSTALL PRESSURE REGULATOR DOWNSTREAM OF BALL VALVE IF STATIC WATER PRESSURE EXCEEDS 75 PSI. SET OPERATING PRESSURE TO 66 PSI. ADJUST PRESSURE AS NEEDED. MAXIMUM DEMAND IS +/-14 GPM. MAKE POINT OF CONNECTION PER LOCAL CODE. B. INSTALL CONTROLLER WITHIN GARAGE FOR MODELS (OR ON EXTERIOR WALL FOR SALES OFFICE). INSTALL CONTROLLER FOR PARKING LOT ON ADJACENT LOT, COORDINATE WITH DEVELOPER. FINAL CONTROLLER LOCATION TO BE DETERMINED IN THE FIELD BY THE DEVELOPER'S AUTHORIZED REPRESENTATIVE. DEVELOPER TO PROVIDE 120 VOLT POWER TO FINAL CONTROLLER LOCATION. IRRIGATION CONTRACTOR TO MAKE ALL CONNECTIONS PER LOCAL CODES. C. LOCATE CONTROL VALVES ADJACENT TO THE SIDE OF HOUSE. VALVES SHOULD NOT BE VISIBLE FROM ENTRY WALKWAY. SCREEN VALVES WITH SHRUBS IF NECESSARY. INSTALL ANTI-SIPHON VALVES PER LOCAL CODES. WHEN REAR YARD SLOPE CONDITIONS EXIST INSTALL ATMOSPHERIC VACUUM BREAKER VALVES AT 12" ABOVE THE HIGHEST IRRIGATION EMISSIONS DEVICE ON SYSTEM. D. ALL PIPE AND WIRES UNDER HARDSCAPE ARE TO BE SLEEVED IN SCH. 40 PVC. PIPE SLEEVES ARE TO BE 2X THE PIPE OR WIRE BUNDLE CARRIED. E. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. F. BUBBLERS AND LATERALUNES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER_ BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. G. EXISTING IRRIGATION TO BE MODIFIED AT REAR YARDS OF MODELS. CONTRACTOR TO MAKE ADJUSTMENTS TO PROVIDE FULL COVERAGE AND MINIMIZE RUNOFF. PROVIDE HAND WATERING DURING CONSTRUCTION, AND REPAIR OR REPLACE ANY DAMAGED/DESTROYED PLANTING AND IRRIGATION. PIPE SIZING CHART OT05 GPM 314" SCH 40 PVC PIPE 5TO 10 GPM 1" SCH 40 PVC PIPE 10 TO 15 GPM 1-114" SCH 40 PVC PIPE 15 T025 GPM 1-1/2" SCH 40 PVC PIPE 25T035 GPM 2" SCH 40 PVC PIPE 35T050 GPM 2-1/2" CL. 315 PVC PIPE 50TO 100 GPM 3" CL. 315 PVC PIPE NOTE: CONTRACTOR SHALL SIZE ALL LATERAL LINicS PER PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE SIZE EXCEED uESIGNATED GPM RANGE. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11-----+---+--------------+----+---+---+-------t ~ CITY PJNENGSlt~~SBAD CTrJ ~LAN==~D==s==c=A~P::=E==IM=P==R==o==v=E==M=E==N=T=P==LA=N=s=F==o=R=,=====-====: PREPARED BY: SUMMERS/MURPHY & PARTNERS, INC. lt-----t--+---------~-----+----1f-----1--+-------l LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443-1446 FAX (949) 443-1631 DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ROBERTSON RANCH WEST VILLAGE TERRACES MODELS CARLSBAD,CA TREE IRRIGATION PLAN I APPROVED, PLANNING fey( ~ El~"'¾ .,. -~ -~lo I OWNBY: PROJECT NO. DRAWING NO. CHKD BY: RVWDBY: CT 13-03 480-3P APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. IRRIGATION MATERIAL LEGEND SYMBOL MANUFACT. MODEL NO. / DESCRIPTION GPM PSI POINT TO POINT DRIP IRRIGATION -TREE AREAS ~ RAIN BIRD ,-~ 1114" LATERAL LINE "'----= TREE LOCATION XB-20PC-RED -6" POP-UP BUBBLER HEAD, EACH SYMBOL REPRESENTS TWO (2) BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL. 2.0GPH 40 (4, 6, 12 PGH) POINT TO POINT DRIP IRRIGATION -SHRUB AREAS ~ RAIN BIRD XB-XXPC XERI-BUG EMITTERS 0.5 OR 1.0 GPH PER OUTLET; INSTALL ON 314" XFD100 'XF SERIES BLANK TUBING' BLANK-DISTRIBUTION TUBING. 0.5, 1.0 GPH (1.0, 2.0 GPH) 40 "-----1114" LATERAL LINE NO SYMBOL RAIN BIRD ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING TORO "LOC-EZE" FITTINGS DRIP SYSTEM NOTES: ALL LATERAL LINES FOR DRIP SYSTEM SHALL BE PVC AS SHOWN IN THE LEGEND. POLY FLEX TUBING ADAPTER SHALL BE CONNECTED TO THE PVC LATERAL LINES IN LOCATIONS ALONG THE LATERAL LINE ROUTE IN QUANTITIES AND LOCATIONS REQUIRED BY EACH SHRUB OR GROUNDCOVER. CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS BASED ON THE ACTUAL PLANT COUNT AND THE EMITTER LEGEND SHOWN ABOVE. ANY REFERENCE TO EMITTER QUANTITIES ON THESE PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL PLANT QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO BIDDING OR STARTING WORK. DRIP SYSTEM HAS BEEN DESIGNED TO ACCOMMODATE THE UPSIZING OF EMITTERS TO COMPENSATE FOR FUTURE PLANT GROWTH. MAINTENANCE PERSONNEL SHALL UPGRADE EMITTER SIZES AS REQUIRED TO PROVIDE ADEQUATE WATER FOR HEALTHY PLANT GROWTH. SUB-SURFACE DRIP -TURF AREAS NO SYMBOL RAIN BIRD RAIN BIRD RAIN BIRD XFS-06-12 DRIP TUBING WI .6 GPH EMITTERS 12" ON CENTER, INSTALL TUBING ROWS A MAXIMUM OF 12"-14" APART IN TURF AREAS. ALL TUBING SHALL BE INSTALLED 3" BELOW FINISHED SOIL GRADE WI 9" WIRE STAKES FIVE (5) FEET ON CENTER; VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING WORK XFD-FA-075 FITTING FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIP TUBING ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING XF SERIES DRIPLINE INSERT FITTINGS DRIP EMITTERS -FOR PLANTER POTS * f) ® !"iii - NO SYMBOL NO SYMBOL ■ s 181 [E] RAIN BIRD RAIN BIRD RAIN BIRD P.O.C. WILKINS WATTS CHAMPION RAIN BIRD RAIN BIRD RAIN BIRD N/A UXB-360-SPYK ADJUSTABLE EMITTER WITH STAKE FOR POTS .. 25 DISTRIBUTION TUBING TO BE INSTALLED AWAY FROM VIEWS. PROVIDE A MDCFCAP FLUSH CAP AT END/MIDDLE OF DRIPLINE 314" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH CAP INSIDE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL MIN. ONE FLUSH VALVE PER 1000' OF TUBING IN EACH DIRECTION ON DRIPLINE FLUSH MANIFOLD. INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. ARV050 AIR/VACUUM RELIEF VALVE INSTALLED WITH AXFD-TFA-075 COMBINATION TEE AND A 314" X 1/2" REDUCER BUSHING, INSTALL AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE BOX AT THE HIGH POINT OF EACH PLANTER, MIN. 1 ARV PER 500' OF DRIPLINE. USING AIR RELIEF LATERAL, CONNECT AIR RELIEF VALVE TO ALL DRIPLINE LATERALS WITHIN THE ELEVATED AREA. MULTIPLE ARV'S SHALL BE REQUIRED PER RCV WITHIN UNDULATING AREAS, VERIFY QUANTITY PRIOR TO STARTING WORK, INSTALL VALVE BOX 18" FROM PAVING AND AT HIGH POINTS OF PLANTER AREA. INSTALL ALL AIR VACUUM RELIEF EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. DOMESTIC WATER METER FOR FUTURE RESIDENCE, EXISTING PER CIVIL DRAWINGS SLOPE CONDITIONS REQUIRE ASV IF DRIP EMITTERS, SPRAY HEADS OR BUBBLERS ARE ABOVE THE 12" ZONE BELOW THE IRRIGATION VALVE. 500HLR 1.25" PRESSURE REGULATOR (REQUIRED IF HOUSE PRESSURE EXCEEDS 85PSI) 1.25" -B-6080-SS-SH FULL PORT BRONZE VALVE, STAINLESS STEEL BALL 262 ATMOSPHERIC VACUUM BREAKER. INSTALL 12" ABOVE GROUND AT TOP OF SLOPE (LOW FLOW VALVE RANGE .25-5.0 GPM) (MED FLOW VALVE RANGE 3.0-15.0 GPM) SEE PLAN FOR VALVE SIZE-XACZ-075-PRF ( 314" VALVE) OR XACZ-100-PRF ( 1" VALVE) PLASTIC ANTI-SIPHON TYPE CONTROL VALVE, WITH MESH WYE FILTER AND PRESSURE REGULATOR. INSTALL BOTH ON THE DOWNSTREAM SIDE OF EACH DRIP RCV IN A VALVE BOX. ESP4SMTE OUTDOOR MOUNTED IRRIGATION CONTROLLER, WI (3) ESPSM6 MODULES TO PROVIDE REQ. STATION QUANTITY INCLUDE A RAIN BIRD SMTe RAIN SENSOR. INSTALL NO FARTHER FROM CONTROLLER THAN 800' FT FROM CONTROLLER. WIRELESS SOLAR SYNC TO BE INSTALLED ON EVE WITH SOUTH OR WEST EXPOSURE AND FREE FROM ANY OBSTRUCTIONS SUCH AS TREES, BUILDING, ETC. INSTALL PER MANUFACTURERS SPECIFICATIONS, LOCATE CONTROLLER ON THE BACK OF THE SALES TRAILER. -INSTALL WITH EXTERIOR CONTROLLER ENCLOSURE. SMTe WEATHER SENSOR, MOUNT SENSOR TO EAVE OF ROOF IN FULL SUN EXPOSURE AND WIRE TO SYNC MODULE. WIRE MODULE TO CONTROLLER PER MANUFACTURER'S RECOMMENDATION 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD AS APPROVED PVC PIPE 3/4" -2" SCH. 40 AS LATERAL LINES 12" BELOW GRADE AS APPROVED PVC PIPE 11/4" SCH. 40 AS MAINLINES 18" BELOW GRADE AS APPROVED PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) 3M K.B.I. K.B.I. OBY DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS KSC-XXX-S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCVWHEN RCV IS LOWER THAN THE SPRINKLERS KC-XXX-S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE, WHEN RCV IS HIGHER THAN THE SPRINKLERS NOTE: LARGE BACKYARD SLOPES WILL REQUIRE CHECK VALVES AS NECCESSARY TO PREVENT ALL POST VALVE SHUT-OFF LOW HEAD/EMITTER DRAINAGE. SYSTEM CALLOUT 1.------VALVE NUMBER ~ XX -G.P.M. \.iii XX-VALVETYPE I'-----VALVE SIZE PIPE SIZING CHART OTO 5 GPM 5T010 GPM 10T015 GPM 15 TO 25 GPM 25 TO 35 GPM 35 TOSO GPM 50TO 100 GPM NOTE: 314" SCH 40 PVC PIPE 1" SCH 40 PVC PIPE 1-1/4" SCH 40 PVC PIPE 1-1/2" SCH 40 PVC PIPE 2" SCH 40 PVC PIPE 2-1/2" CL. 315 PVC PIPE 3" CL. 315 PVC PIPE CONTRACTOR SHALL SIZE ALL LATERAL LINES PER PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE SIZE EXCEED DESIGNATED GP"" RANGE. HYDROZONE CHART CALL-OUT PLANT MT-P2P TREE LT-P2P TREE MS-P2P SHRUB LS-P2P SHRUB T-DRIP TURF DESCRIPTION -IRRIGATION METHOD MEDIUM WATER USE TREE -POINT SOURCE LOW WATER USE TREE -POINT SOURCE MEDIUM WATER USE SHRUB -POINT SOURCE LOW WATER USE SHRUB-POINT SOURCE LOW WATER USE TURF-DRIP TUBING SHEET/ DETAIL 20/L 20/L 19/J 21/C 21/B 21/D 20/B 20/F 20/E 21/A 20/D 20/A 21/E 20/H 20/H 20/1 20/G 20/K 20/K IRRIGATION NOTES 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8. ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 9. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 10. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 11. ALL REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. 12. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRA Y ONTO BUILDINGS, WALLS, FENCES AND HARDS CAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 13. THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SUMMERS I MURPHY & PARTNERS INC. RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. POINT SOURCE NOTES 1. CONTRACTOR SHALL FIELD VERIFY PRESSURE ON THE UPSTREAM SIDE BACKFLOW PREVENTER PRIOR TO ORDERING MATERIALS OR STARTING ANY IRRIGATION INSTALLATION AND NOTIFY CONSULTANT OF ANY DIFFERENCE FROM STATED PRESSURE. IF CONTRACTOR FAILS TO NOTIFY CONSULTANT HE ASSUMES FULL RESPONSIBILITY FOR ANY SYSTEM ALTERATIONS AS DIRECTED BY THE CONSULTANT. 2. INSTALL RAIN BIRD XERI-BUG DRIP EMITTERS TO PLANT MATERIAL PER DETAILS 20/L THE FOLLOWING SCHEDULE. PLANT SIZE 5 GAL. SHRUB 15 GAL. SHRUB 24" BOX TREE 36" BOX TREE 48" BOX TREE 60" BOX TREE EMITTER NUMBER XB-05PC-BLUE XB-1 OPC-BLACK XB-20PC-RED XB-20PC-RED XB-20PC-RED XB-20PC-RED QUANTITY (GPH/GPM) 2 EACH (1.0/0.02) 3 EACH (3.010.05) 2 EACH (4.0/0.07) 3 EACH (6.0/0.10) 4 EACH (8.0/0.13) 6 EACH (12.010.20) EMITTERS ONLY ARE TO BE INSTALLED ABOVE GRADE AND ALL PIPING SHALL BE THOROUGHLY FLUSHED PRIOR TO EMITTER INSTALLATION AS PER DETAILS AND SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY FLUSHING OF EMITTERS DUE TO CLOGGING FOR THE DURATION RESPONSIBLE FOR REPLACEMENT OF ANY PLANT MATERIAL WHICH DIES DURING THE MAINTENANCE PERIOD AS A RESULT OF EMITTER COGGING. I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND 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 LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. WATER CONSERVATION NOTES THE FOLLOWING WATER CONSERVATION TECHNIQUES SHALL BE EMPLOYED IN THIS PROJECT: • WATER CONSERVING PLANTS, AND PLANTS NATIVE TO HOT, DRY SUMMERS, UTILIZED IN 95% OF THE TOTAL PLANT AREA. • • IRRIGATION ZONES SEPERATED BY PLANT MATERIAL. USE OF HYDROZONES WITH PLANTS GROUPED BASED UPON AMOUNT OF WATER NEEDED TO SUSTAIN THEM. • SOIL AMENDMENTS UTILIZED TO IMPROVE WATER HOLDING CAPACITY OF SOIL. • AUTOMATIC IRRIGATION SYSTEM ADJUSTED SEASONALLY AND WITH WATERING HOURS BETWEEN 9:00 P.M. AND 9:00 A.M. • IRRIGATION SYSTEM DESIGNED TO WATER DIFFERENT AREAS OF THE LANDSCAPE BASED ON WATERING NEED. e RECOMMENDATIONS GIVEN FOR ANNUAL IRRIGATION SCHEDULE. Landscape Maintenance Schedule 1) Landscapes shall be maintained to ensure water efficiency. A regular maintenance schedule shall include but not limited to checking, adjusting, cleaning and repairing equipment; resetting the automatic controller, aerating and detaching turf areas; replenishing mulch: fertilizing; pruning; and weeding in all landscape areas. 2) Repair of irrigation equipment shall be done with the originally specified materials or their approved equivalents. Operation and Maintenance Manuals: Prepare and deliver to the OWNER'S Representative, prior to the start of maintenance, all required and necessary descriptive material in complete detail and sufficient quantity, properly prepared in four individually bound copies. Describe the material installed in sufficient detail to permit qualified operating personnel to understand, operate and maintain all equipment. Each manual shall include the following: i. Index sheet indicating the Contractor's name, address and telephone number, fax number and e-mail address. ii. Duration of guarantee period with guarantee forms. iii. List of equipment with names and addresses of manufacturer's local representatives. iv. Complete operating and maintenance instructions on all major equipment. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. ,,0>:~:,~::<'~-P. [sHEEl'l CITY OF CARLSBAD ~ 9'/4.cf--,--:_) -°¼ /\ l__1!Lj~==9~~~~~=;P=_:LA===NN=l=NG=D=IV=IS=IO=N====='-'=LlLJ==7~ ~ f_J ~e;l;;i~·:::_~"'~~'.iT"jr=====~~====~====================================r=====r=====r=====1=====1 LANDSCAPE IMPROVEMENT PLANS FOR; ,,,noture ROBERTSON RANCH WEST VILLAGE 7-31-15 TERRACES MODELS °".~ ~1nt1f~>1-CARLSBAD, CA "-:':t ""'' -4-'<-IRRIGATION LEGEND & NOTES l'<' Op CALl'<o'i' •~---+---+---------------------+-----+----+------1---1 I APPROVED: I,-'..-:; /J ( I PREPARED BY: .. ~} <:zc t::.ll-.;,,t :::t·e· (<;e SUMMERS/MURPHY & PARTNERS, INC. P_LA_N_N-IN-G~~~~,__,~~~ ........... -. LANDSCAPE ARCHITECTS :=:;::::::::::::::=====;--;=========;;::::::====:; 34197 COAST HIGHWAY, SUITE 200 DATE INITIAL DATE INITIAL DATE INITIAL OWN BY; I PROJECT NO. I DRAWING NO. DANA POINT, CALIFORNIA 92629 REVISION DESCRIPTION CHKD BY: (949) 443-1446 FAX (949) 443-1631 DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: CT 13-03 480-3P APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. PRESSI.RE SUPPLY LINE TO HOUSE~ ~---PRESSIJl<E SUPPLY LINE TO A E CONTROLLER--+-- BUILDING W BY OT'82S 3/4" STE CONDUIT TO SOI..AR SYNC WEATI-ICR PROOF STEEL JLNCTION BOX PV'C-----1 CONDUrT AND SWE SIZE TO MEl<IOR ' " " " " " " 54" " " " " " " " NOTB AUL MEl<IOR CONDUITS AND J-BOXES 51-lALL BE STEEL ~-1• CONDUIT, SWEEP AND J-BOX FOR ELECT.lCAL POWEi< SUPPLY ll-+t-..J./--~==----3/4" CONDUIT FOR WEAT>-ER SENSOR ~fl------? CONDUrT FOR RCV Wll<ES. 12· MCV WIJ:IES AND FS WIJ:IES 11------11/4' CONDUIT FOR GROLI\JD WIRE '-----CONDUIT SUPPORTS. rz• O.C. ~----JL.NCTION BOX. SIZE PER CONDUIT ,--FLOOR OF Ell..l..DING, BY OTHERS NOT!=• ---Exreo CONDUIT A MIN. OF 12" FROM T>-E EDGE OF BUILDNG DETAIL SHOWS FRONrr VIEW OF CONTROLLER AND A SIDE VEW EXAMPLE OF A WALL PENETRATION, EACH CONDUT REQUIJ:IES A J-BOX ON Tf-E INTE.lOR AND Exre.iOR OF THE BULOING. WALL MOUNT CONTROLLER .lliJIES; NOTE: ~-------FJNJSHED GRADE JN TURF AREAS ~---PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BV" ONTO LID. ~--BRASS BALL VALVE, SEE LEGEND FOR SPECIFICATION SCH. 80 PVC UNION ---FINISHED GRADE !N SHRUB AREAS -f.--------SCH. 80 PVC T.0.E. NIPPLE LENGTH AS REQ., TYPICAL TRANSITION UP AND DOWN TO MAINLINE DEPTH FOR BALL VALVE USING TWO SCH. 80 PVC 45 DEGREE ELLS, BOTH SIDES OF BALL VALVE "------PVC MAINLINE PIPE, SEE SPECIFICATIONS, TYPICAL J---BRICK SUPPORTS 4 REQPERBOX SCH. 80 PVC NIPPLE ~--------LANDSCAPE FABRIC, WRAP UP AND OVER BOX HOLES ~---------314" ROCK, 3 CUBIC FT, SECTION VIEW-N.T.S. PLAN VIEW-N.T.S. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE, INSTALL VALVE AND BOX PARALLEL TO HARDSCAPE EDGE, INSTALL BOX OFF-CENTER OF VALVE. INSTALL VALVE BOX EXTENSIONS AS REC. TO ACHIEVE PROPER VALVE AND PIPE DEPTH WRAP LANDSCAPE FABRIC AROUND SIDES AND BOTTON OF BOX TO COVER ALL OPENINGS. BALL VAL VE 2" & SMALLER 1. SEE IRRIGATION NOTES,LEGEND/SPECIFICATIONS FOR ADDITIONAL INFORMATION 2. IF DRIP TUBING HAS BEEN HAND DUG IN, STAKE DRIPLINE AT 4' O.C. AND AS NECESSARY TO INSURE SECURITY 4" BELOW GRADE. IF DRIP TUBING HAS BEEN PLOWED lN, NO STAKING IS NECESSARY. 3. ALL FITTINGS TO BE USED WILL BE PER MANUFACTURERS SPECIFICATIONS USE COMPRESSION FITTINGS ONLY OR APPROVED EQUAL 4. RUN TUBING PARALLEL TO SLOPE. IN THE UPPER 2/3rd's OF THE SLOPE, SPACE TUBING AT 14-16n. IN THE LOWER 1/3 OF 'rHE SLOPE, INCREASE DISTANCE BETWEEN ROWS BY 25'1; OR APPROXIMATELY 22-1/2" 5. INSTALL CHECK VALVES IN SUPPLY AND FLUSH MANIFOLD LINE AS DETAILED / AS REQUIRED TO DETER DRAIN DOWN. CK ______ ZONE FLUSH VALVE 0 PLUMBED TO PVC (TYP) FV MANIFOLD CONNECTION (PVC TO ELL) (OR EQUAL) r------PVC FLUSH EXHAUST MANIFOLD ,-~~-METAL STAKE (TYP) NOTES: B F RAIN SENSOR ----•-ru CONTROLLER----•-[E] aecro<:AL POweo--lEJ -----BALL VALVE 3/4" WATeR M:TeR~-••-1\i.J e--L--.,--1\f',... SEl<VICE TO K)USE: ______ _/ NCTffi VERIFY WATER MElER LOCATION AS SI-IOWN ON TI-E CIVIL Dl<AWNGS STlB OFF HOUSE Sl.PPLY FOR RRIGATION SYSTEM PROVIDE: A BALL VALVe TO ISOLATE TI--E SYSTEM 19..ECTl<ICAL POC SI-IALL aE A 120 VOLT 15 ANP seRVICE DEDICATED TO TH: ll<RIGA TION CONTROL.l.ER AND NST All.EO BY TI-E B.ECTl<ICAL CONT!.:'ACTOQ CO\ITl<OLLER SI-IALL BE MOLNTEO WITT-IN ReSD!:NCE GAl<AGe, SEE DE:T AL RAI\I Sl:NSOR SHAJ.L E3E: MOUNTED ON E:AVE: OF RE:SIDENCE: ROOF, SEE DeTAL PRIVATE LOT POC ~------FINISI-EO GRADE IN TURF AREAS ~-----PLASTIC RECTANGULAR VALVE BOX WITI-I SOLT DOWN COVEi<, USE STAH'JLESS BOLT. NUT, AND WASHeR. BOX TO BE PLACED AT RIGI-IT ANGLE TO I-IARDSCAPE EDGE. >-EAT BRAr-D "PRV" ONTO LID. PRESSL.RE REGULATOR, SEE LEGEND FOR SPECIF!CATIO -------FINISI-ED GRADE IN SHRUB AREAS \\T1-'-J.;FFfL..!.----PVC SCH 80 T.O.E. I\FPLE, 3' M!N., 2 REO. PVC SCH 40 SLIP COUPLING, 2 REQ. L PVC MANLJ\E TO VALVES I---BRICK Sl.PPORTS (Fa.JR TOT AL) >---3/4' ROCK, 3 CUBIC FT. '---------LAl'-OSCAPE FABRIC '------------BRASS NO'PLE TYP. '-------------BRASS U~ON '-------------------PVC MAN..lt\E FROM P.O.C. NOTE1 PRESSURE REGULATOR REQUIRED IF I-IOUSE ST A TIC PRESSURE IS ABOVE 70 PSI. INSTAUL CONTROL VALVES A MNM...M OF ONE FOOT APART N SH.iJB AREAS UNLESS OTI--IERWISE NOTED. USE 45 DEGREE ELLS TO ACfe/E MAINLI\E DEPTH FROM UPSTREAM SIDE OF THE Pl<ESSI.RE REGULATOR ASSEM3L Y. PRESSURE REGULA TOR Lx:J__(+-----TRIANGULATE EMITTER SPACING (TYP) (SEE IRRIGATION LEGEND/SPECIFIC- ATIONS FOR LATERAL AND IN LINE SPACING) 1. SEE IRRIGATION NOTES,LEGEND/SPECIFICATIONS FOR ALL DIMENSIONS AND LATERAL AND INLINE SPACING ,t-tt-;===~PVC SUPPLY MANIFOLD D EMOTE CONTROL VALVE (SEE IRRIGATION LEGEND T-....:::::=::::::':'..._ FOR CONFIGURATION) SUPPLY MANIFOLD CONNECTION (PVC TO TEE) (OR EQUAL) "'------DRIPLINE LATERAL 2. ALL FITTINGS TO BE USED WILL BE PER MANUFACTURERS SPECIFICATIONS. USE COMPRESSION FITTINGS ONLY OR APPROVED EQUAL 3, IF DRIP TUBING HAS BEEN HAND DUG IN, STAKE DRIPLINE AT 4' O.C. AND AS NECESSARY TO INSURE SECURITY 4" BELOW GRADE. IF DRIP TUBING HAS BEEN PLOWED IN, NO STAKING IS NECESSARY. G IRRIGATION SYSTEM TEE FITTNG INSTALLED BY PWMBE LBALL VAL _j t VALVEBO~ SCH. 80 PVC NIPPLE TFY. SCH. 80 PVC UNION IRRIGATION MANUl'-E;-~ SEE SPECS. PVC MALE ADAPTER TYP .. --- PRESSLIRE SUPPLY LINE---~ FROM METER PRESSUl<E REGI...LATOR <F REQUIRED) CO\JTRACTOR Sl,-IALL PROVIDE PRESSL.RE REGl..'-A TOR ONLY F ST A TIC PRESSURE EXCEEDS 70 PSI I-~-----LOW VOLTAGE WIRES, 3 MAXIMUM ~-----WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE r.!ii=I+~•------CLOSE TUBE LID AFTER WIRE NOTE: IS INSERTED INTO TUBE Ill-~-----POLY TUBE PRE-FILLED WITH WATERPROOF GEL ~--LOCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED SCOTCHLOK ELECTRICAL SPRING CONNECTOR. WIRES SHALL BE PRE-STRIPPED OF 1/2" OF THE F"""""•I INSULATION PRIOR TO INSERTION INTO THE CONNECTIOR. TWIST CONNECTOR ONTO WIRES TO 11111 SECTION VIEW -N.T.S,_ SEAT FIRMLY. SCOTCH LOK CONNECTOR AND WIRES INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS WIRE CONNECTOR SHALL BE A 3M OBY DIRECT BURY SPLICE KIT. KIT SHALL INCLUDE A SCOTCHLOK SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2 -3 #14 OR 2 #12 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. SPARE WIRE ELECTRIC ANTI-S1PHON7 CONTROL VALVE MIN. 12" A=r-- HIGHEST OUi-LEl WATERPROOF WIRE CONNECTORS {2 TYP.) \..:::= /24" WIRE LOOP 12" MINIMUJl1111llill1ffirlr,i11 ./FINISH GRADE >====---~ ~Ill~ 11111 \ 1111~11111 11111 18" MINIMUM I C PVC SCH. 80 NIPPLE LENGTH AS REQ. (1 OF I PVC PRESSURE MAIN, PER LEGEND PVC LATERAL LINE PIPING, PER LEGEND SxT SCH. 80 FITTINGS SECTION VIEW-N.T.S. NOTE: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. ANTI-SIPHON VALVE nee ITFETFSS 71571 • FINISHED GRADE UNDISTURBED SOIL SECTION VIEW-N.T.S. DIMENSION A B C D 1/2" TO 1 1/2" SIZE 12" 18" 18" 30" 2" TO 2 1/2" IN SIZE 12" 24" 24" 30" 3" AND LARGER 18" 24" 24" >< NOTE: ALL PLASTIC PIPING SHALL BE SNAKED VVITHIN TRENCH. BUNDLE WIRING AND WRAP WITH TAPE AT TEN FOOT INTERVALS. E 6" 6" 6" CLEAN COMPACTED BACKFILL 120 VOLT ELECTRICAL IN SCH. 40 CONDUIT LATERAL LINES, SEE SPECS. CLEAN SAND BACKFILL, SEE SPECIFICATIONS PRESSURE MAINLINE, SEE SPECIFICATIONS CONTROL WIRES, SEE SPECS. INSTALL AT MAINLINE DEPTH F 6" 6" 6" ALL MAINLINE PIPING TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION SPECIFICATIONS. H PIPE AND WIRE TRENCHING TOE OF SLOPE --, ~t,A ("tt l :s,A ~a,tts J) l1 ~~ <, ' ~--"ON GRADE" LATERAL LINE :,,_ ------SPRING CHECK VALVE SPRING CHECK VAL VE BELOW GRADE TO ON GRADE PIPE REMOTE CONTROL VALVE 1/ BURIED LATERAL LINE TOP OF SLOPE ~-- BURIED MAINLINE~ TOP OF SLOPE "ON GRADE" LATERAL LINE BELOW GRADE TO ON GRADE PIPE SWING CHECK VALVE REMOTE CONTROL VALVE / BURIED MAINLINE ------~A A,-,--------- BURIED LATERAL LINE TOE OF SLOPE --- S'w'ING CHECK VAL VE D ,-+-----OOPPER PIPE o FITTINGS FINISl-l GRADE ~--MAIN LINE PIPE o FITTINGS •NOTE• ANTI-SIPHON VALVES SI-IOULD BE INST AL LED 6°12" ABOVE THE 1-llGl-lEST SPRINKLER 1-lEAD WITI-IIN THE ZONE, OR, ACCORDING TO LOCAL CODE. DRIP ANTI-SIPHON VALVE SECTION VIEW -N.T.S. PAVING OR D.G. PATH 120 VOLT ELECTRICAL IN SCH. 40 SLEEVE PRESSURE MAINLINE IN SCH. 40 SLEEVE PVC SLEEVES TO BE lWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. DIMENSION A B C D E DEPTH BELOW GRADE 24" 36" 36" 36" 6" NOTE: TIE A 36" LOOP IN ALL WIRING AT -------, CHANGES OF DIRECTION GREATER THAN 30 DEGREES, UNTIE AFTER ALL CONECTIONS HAVE BEEN MADE. ALL PVC MAINLINE, PVC LATERAL LINES, AND CONTROL WIRES SHALL BE SLEEVED BELOW ALL HARDSCAPE ELEMENTS WITH SCH. 40 PVC, 2 TIMES THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. ALL CURBS SHALL BE MARKED WITH A "SCORE" MARK TO DESIGNATE SLEEVE LOCATION. HORIZONTAL DIMENSION BETWEEN SLEEVES SHALL BE A MINIMUM OF 4 INCHES DEPTHS OF SLEEVES, BACKFILL, AND COMPACTION OF TRENCH SHALL BE IN ACCORDANCE WITH STANDARD PLAN NO. 223 FOR CROSSINGS OF STREETS AND SHALL BE IN ACCORDANCE STANDARD PLAN NO. 500 FOR CROSSINGS OF PARKING LOTS, SIDEWALKS, OR OTHER HARDSCAPE ELEMENTS. SLEEVE TRENCHING GROUND COVER PLANT 1 GALLON SIZE BUG CAP AND PLASTIC STAKE ON EACH TUBING END ~--PVC LATERAL LINE PER PLANS r---DRIP CONNECTION TO PYC DISTRIBUTION TUBING 114" PVC TYPE POLY TUBING. 20' MAX. LENGTH .,________, _____ SHRUB, VINE, OR TREE PLAN VIEW-N.T.S. ,,----TUBINGSTAKEATBASEOFPLANT ,,----114" DISTRIBUTION TUBING DRIP EMITTER INSERTED INTO TUBE, USE EMITTER PUNCH OF THE SAME MANUFACTURER AND SIZE AS EMITTER ,,---DRIP TUBING, 112" SIZE SEE LEGEND FOR SPECIFICATIONS ~--9" WIRE STAKES INSTALLED FIVE (5) FEET ON CENTER ---MULCH, REFER TO LANDSCAPE PLANS FOR TYPE AND DEPTH _,,,,.--POLY TUBING, SEE LEGEND FOR SPECIFICATIONS, --~~"'-',t'=-'..:...C-./ MAXIMUM 45 DEGREE ANGLE TO SURFACE FROM LATERAL CONNECTION FINISHED GRADE (OR EQUAL) SEE LEGEND/ SPECIFICATIONS FDR LATERAL ~-----------6" JUTE WIRE STAPLE, INSTALL TO SYMBOL ON PLANS REPRESENTS THE INSTALLATION OF ONE OF THE VALVES (AND EQUIPMENT) SHOWN ON THE DETAIL ABOVE O PVC LATERAL LINE COMPRESSION FITTING 12" BELOW FINISHED GRADE, SIZE AS REQUIRED AND IN LINE SPACING AREA PERIMETER IN LINE SPACING "----AIR RELIEF LATERAL -BLANK DRIPLINE (OR EQUAL) (CENTERED ON MOUND OR BERM) "'----PERIMETER LATERALS -6"-9" FROM PAVING OR EDGE OF TREATMENT "'-----AIR/VACUUM RELIEF VALVE (PLUMBED TO DRIPLINE (OR EQUL) AT EACH HIGH POINT) ----PVC FLUSH EXHAUST MANIFOLD '----CHECK VALVES @ +4' ELEV. CHANGE '---CONTINUOUS PVC TRUNKLINE MANIFOLD NOTE: CHECK VALVES AS NECESSARY TO PREVENT ALL POST VALVE SHUT-OFF LOW HEAD/EMITTER DRAINAGE. RECOMMENDED INSTALLATION: ---DRIP TUBING ---AMMENDED SOIL* BRING SOIL LEVEL TO 41/2" BELOW FINISHED GRADE PRIOR TO DRIP '-TUBING INSTALLATION "--w1RESTAKE *ASPER LANDSCAPE DRAWINGS TO INSURE EVEN PARALLEL AND LEVEL TUBING ROWS IT IS RECOMMENDED THAT THE SOIL LEVEL IN THE PLANTER AREAS BE BROUGHT TO 4 1/2" BELOW FINISHED GRADE AND PROPERLY COMPACTED AS PER THE LANDSCAPED DRAWINGS PRIOR TO THE INSTALLATION OF THE TUBING. INSTALL TUBING AS INDICATED ON THESE DRAWINGS AND SECURE TO GRADE USING WIRE HOOP STAKES AT 5 FEET ON CENTER SPACING. BACKFILL FINAL 4" OF SOIL OVER THE TUBING AFTER INSTALLATION OF THE TUBING 1 • HOLD DOWN TUBING, 5 FEET ON CENTER ALONG LENGTH OF TUBING 1/2" SCH 40 PVC THREADED TEE FITTING WITH TWO HUNTER PLD050 15mm (1/2'} X 17mm BARB MALE ADAPTERS 4" OF SOIL TO COMPLETELY GOVER THE DRIP TUBING HUNTER PROFESSIONAL LANDSCAPE DRIP LINE, 17mm OUTSIDE DIAMETER FINISHED GRADE OF AMENDED SOIL e!c'---SCH 80 PVC NIPPLE 112" X 6" MINIMUM LENGTH, THREADED BOTH ENDS lJli¥jl~~--AMENDED SITE SOIL, SEE PLANTING PLANS ,_ _______ K!NG BROTHERS INDUSTRIES FLEXIBLE NIPPLE, 112" X 6", WITH FNPT X MNPT THREADED ENDS ,-----SCH 40 PVC S XS X FNPT TEE FITTING, SIZE: HEADERX HEADER X 112" L ___ __j ___ _J ___ )----~ PVC HEADER LINE, SUPPLY OR DISCHARGE SECTION VIEW-N.T.S. NOTE: TUBING INSTALLED IN PARALLEL ROWS, SPACING AS INDICATED ON THE LEGEND. NOTES: USE SPRING CHECK VALVES WHERE LATERALS ARE LOWER THAN THE RCV USE SWING CHECK VALVES WHERE LATERALS ARE HIGHER THAN THE RCV K CHECK VALVE L TREE AND SHRUB POINT SOURCE IRRIGATION APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. --.. Mucpi,_,, 'o"/·.,.,,<c,-, 11---t---+-----------+-----+---+--+-----l ~o CITY OF CARLSBAD fsHili8l7 _ . ·• .,,_ LlQ_j PLANNING DIVISION L1LJ c,-;i dlf<' ~~~~~~~~~~~~=.=~~~=====:":====: :,/ \-~~(f!:_=:"'\:'i LANDSCAPE IMPROVEMENT PLANS FOR: '''"''" ROBERTSON RANCH WEST VILLAGE 1-,1-1, TERRACES MODELS ,jr. ~•~\-,~ it CARLSBAD, CA <.Pl:: Date ~'t- "l rl!' 0FCALlfO'<' IRRIGATION DETAILS PREPARED BY: I APPROVED: ,~ I er ~~_;t -r-~-~ I SUMMERS/MURPHY & PARTNERS, INC. 11---+--+-------------+---+------+--+-----l _ PLANNING _ LANDSCAPE ARCHITECTS 11--==-r.c=cc-c-+------------------+----+---+---+-------l --~D~W~N~~B=::Y~:=-=-=-=-=-=-=--:::;-;:1 ===P=R=o=J=EC=T=N=o=.==:;;:::D=RA=Wl=N=G=N~O. 34197 COAST HIGHWAY, SUITE 200 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: DANA POINT, CALIFORNIA 92629 REVISION DESCRIPTION i-c-~~=~'--+-=-'-'-=---'-C..cc.::.= CT 13 03 480 3p 1--...---------------------------------------------------------------------------------t (949) 443-1446 FAX (949) 443-1631 DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL l'R:"VW'--"-"-'D,_,B,,_,Yc_: ~=~ -- J SUB-SURFACE TURF DRIPLINE APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. TERRACES MODEL @ROBERTSON RANCH LOT 320 I PLAN 3 6/15/2016 MAXIMUM APPLIED WATER ALLOWANCE: TOTAL MAWA=(Eto)(0.62){(0.55x LA)+ (0.45x SLA)] Eto factor ETAF AREA 74,301 Ga/JYr LA 47.0 0.62 0.55 SLA 47.0 0.62 0.45 4,636 0 TOTAL ESTIMATED APPLIED WATER USED: TOTAL EA WU=(Eto x 0.62) x [(HA x PF)/IE) + SLA)] 74,301 0 99 69,627 93 Percentage of MAWA used : 94% Calculations Hydrozone #1 (Low Water -Shrub -Pt-Pt) (HA) (PF) (SLA) 47.0 2,508 X 0.3 0.62 ) X[(----~---) + 0 0.81 = 27,068 Hydrozone #2 (Med. Water-Shn.1b -Pt-Pt) (HA) (PF) (SLA) 665 X 0.5 ( 47.0 X 0.62 )X[(---~-c-,----)+ 0 0.81 = 11,962 Hydrozone #3 {Low Water -Tree -Pt-Pt) (HA) /PF) (SLA) ( 47.0 X 125 X O 3 0.62 )x[(---'"'---~-'-'-'---)+ o l = 0.81 Hydrozone #4 (Med. Water -Tree -Pt-Pt} (HA) (PF) (SLA) ( 47.0 X 0.62 ) x[(-~•~••~-~x~-0~·5'---) + o I = 0.81 (HA) (PF) (SLA) 1,349 6,565 Hydrozone #5 (Pocl/Fountian} ( 47.0 X 973 X 08 o.62 )x[(-~------·-)+ o I = 22,ssa 1.00 eel/yr Gal./Yr ccflyr Ga/./Yr Ga/./Yr Ga/./Yr Ga/./Yr Ga/./Yr TERRACES MODEL @ROBERTSON RANCH LOT 321 I PLAN 2 5/1/2016 MAXIMUM APPLIED WATER ALLOWANCE: TOTAL MAWA=(Eto)(0.62)[(0.55 x LA)+ (0.45 x SL.A)] Eta factor ETAF AREA 75,904 Ga/./Yr LA 47.0 0.62 0.55 SLA 47.0 0.62 0.45 4,736 0 75,904 0 101 TOTAL ESTIMATED APPLIED WATER USED: 74,710 100 TOTAL EAWU=(Eto x 0 62) x [(HA x PF)/IE) + SLA)] Percentage of MAWA used: 98% Calculations : Hydrozone #1 (Low Water -Shrub -Pt-Pt) (HA) (PF) (SLA) 470 X 1,217 X 0.3 0.62 )x((---~~---)• 0 0.81 = 13,135 Hydrozone #2 (Med. Water -Shrub . Pt-Pt) (HA) (PF) (SLAJ ( 47.0 X 2,059 X 0.5 0.62 )-x[(---~~---1 + 0 0.81 = 37,037 Hydrozone #3 (Low Water -Tree -Pt-Pt) (HA) (PF) (SLA) ( 47.0 X 64 X 0.3 0.62 ) x[(--~-----) + o I = 691 0.81 Hydrozone #4 {Med. Water -Tree -Pt-Pt) (HA) (PF) (SLA) ( 47.0 Hydrozone #5 (Pool/Fountian) ( 47.0 X X 358 X 05 0.62 )X[(--------·-}+ 0 ] = 6,440 0.81 (HA) (PF) (SLA) 500 X 08 0.62 )x[(--------·-J+ o I = 11,ass 1.00 Hydrozone #6 (Low Water -Turf-Dripline) (HA) (PF) (SLA) ( 47.0 Hydrozone #7 (Artificial Turf) ( 47.0 X X 132 X 0 9 o.62 ) x[(---~~---· ~) + o J = 4,274 0.81 (HA) (PF) (SLA) 406 X 0.1 o.e2 )x[c-~=~=~-"'---l + o l = 1,479 0.80 ccflyr Ga/./Yr ccflyr Gal./Yr Gal./Yr Ga!./Yr GaJ./Yr Gal./Yr Gal./Yr GaUYr TERRACES MODEL @ROBERTSON RANCH LOT 322 I PLAN 1 6/16/2016 MAXIMUM APPLIED WATER ALLOWANCE: TOTAL MAWA=(Eto)/0. 62)//0.55 x LA) + /0.45 x SLA)j Eta factor ETAF AREA LA 47.0 SI.A 47.0 0.62 0.55 0.62 0.45 4,300 0 TOTAL ESTIMATED APPLIED WATER USED: = = TOTAL EAWU=(Eio x 0.62) x {(HA x PF)IIE) + SLA)J Calculations · Hydrozone #1 (Low Water• Shrub -Pt.i>t) 68,916 0 (HA) Percentage of MAWA Uf>ed : (PF) (SLA) 0.3 47.0 X 1,908 X 0,62 )x[(-~-~=----)• O 0.81 Hydrozone #2 (Med. Water -Shrub• Pt-Pt) (HA) 1,159 (PF) (SLA) ( 47.0 0.62 )x[(----~----)+ O = 0.81 X X 0.5 Hydrozone #3 (Low Water -Tree -Pt-Pt) (HA) (PF) (SLA) ( 47.0 X 8 X 0.3 o.62 )x[(---------)+ o J = 0.81 Hydrozone #4 (Med. Water• Tree -Pt-Pt) (HA) (PF) (SLA) ( 47,0 Hydrozone #5 (Pool/Spa) ( 47 0 X X 457 X 0.5 0.62 )x[(---------)+ o ] = 0.81 (HA) (PF) (SLA) 768 X 08 o.62 )x[{-~~-=-----)+ o I = 1.00 68,916 92.13 67,650 90.44 98% 20,592 20,848 86 8,220 17,904 Gal./Yr ccf/yr Gal./Yr ccflyr Gal./Yr Gaf./Yr Gaf./Yr Ga!./Yr Ga!./Yr IRRIGATION SCHEDULE -TYPICAL ESTABLISHMENT PERIOD (6 months) UVR PVC SCH.80 THREADED 90° ~ ATMOSPHERIC VACUUM BREAKER fiifli I TERRACES @ ROBERTSON RANCH JAN FEB MAR APR MAY JUN JUL AUG POC I Controller: ETo/Mo 2.3 2.5 3.7 4.0 5.0 5.3 6.1 5.8 A I ETo/Day 0.07 0.09 0.12 0.13 0.16 0.18 0.20 0.19 Days/Week 2 3 3 3 4 4 4 4 Type AKc I Pr Rate IE Shrub Pt-Pt o.5 I 0.43 0.81 22.4 17.9 24.0 26.8 24.3 26.6 29.7 28.2 Qty. of Valves Total Run nmes 22 18 24 27 24 27 30 28 Turf tnline Drip 0.3 I 0. 77 0.81 7,5 6.0 8.0 9.0 8.1 8.9 9.9 9.4 1 Qty. of Valves Total Run llmes 7 6 8 9 8 9 10 9 Tree Pt-Pt □.5 I □.43 0.81 22.4 17.9 24.0 26.8 24.3 26.6 29.7 28.2 1 Qty. of Valves Total Run Times 22 18 24 27 24 27 30 28 Total Valves: 3 TOTAL RUN TIMES (HRS) 0.9 0.7 0.9 1.0 0.9 1.0 1.2 1.1 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Total: 4.5 3.3 2.4 2.1 47.00 0.15 0.11 0.08 0.07 4 3 3 2 22.6 21.4 16.1 20.4 Min/Day 23 21 16 20 Total Min/Day 7.6 7.2 5.4 6.8 Min/Day 8 7 5 7 Total Min/Day 22.6 21.4 16.1 20.4 Min/Day 23 21 16 20 Total Min/Day 0.9 0.8 0.6 0.8 SEP OCT NOV DEC r 12" MIN. IPS FLEX SET BOX 1" ABOVE HOSE EXTENSION MULCH LAYER --............ '-....._,_ 12" •. r 2"DEEPLAYERMULCH -,1'------..-=:~t========""=====~,'=.:::. ~.f :_1 MATERIAL AS PER SPEC 1" ~"'""" I , 711 2-:~00i-Q." -~ r I l'8J r " ' )' -\_.'.'.._. ~ri ,~-:--~\_~> \\ fT LJ I-' 0 PLASTIC CONTROL BOX FINISH . '1 (; (/( ( \ \S\ \__ :::.,,-WIBOL T DOWN LIO GRADE [/ f)\c~ I \1,,_ :}' I A l.J:-i::;_\\ / II r BRICKS AT EACH LJ ~-Ylm~-RNEROFBOX P.V.C. SCHEDULE 40 ELL _j P.V.C. PIPE OR POLYTUBING END FLUSH BALL VALVE AS APPLICABLE OR FLUSH CAP TWO PVC ELLS AS REQUIRED (TYP). PVC LATERAL LINE TO AVB BURIED AS SHOWN ON PLANS SLOPE-----~ FINISH GRADE ----~ ANGLE VALVE, SEE LEGEND FOR SPECS -----..., :;---\ DRJ-SPLICE----....._ CONNECTIONS --: II ,. - I MJN. 12" ABOVE HIGHEST OrLET ,~ ·1 I I -11-H-~ -J:' JI J -I Ii ~I -=11 l=i I l=I . i I I , ,11 1, , i1 11 , , i1 1 1r ~~s~ ~~~~-•.. /k.i·1~~lll~lll~lll~I II 1-111-I 1-111-11 -=1 I 1=1 I 1=1 I 1=1 I 1= ~~~~i."L:iGTH 111 lJ =I I =I 11 111=- AS REQ. (TYP). • 1-,_ 1-111-PVC LATERAL LINE - i. I 1 11 11 y TOHEADS PVC LATERAL LINE \_ TOAVB IRRIGATION SCHEDULE -TYPICAL ESTABLISHED LANDSCAPE NOTE: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. SWING CHECK VALVE TERRACES ta.> ROBERTSON RANCH JAN FEB MAR APR MAY POC / Controller: ETo/Mo 2.30 2.50 3.70 4.00 5.00 A I ETo/Day 0.07 0.09 0.12 0.13 0.16 Days/Week 2 3 3 3 4 Type AKc I Pr Rate IE Shrub Pt-Pt D.4 I 0.43 0.81 17.9 14.4 19.2 21.4 19.4 Qty. of Valves Total Run nmes 18 14 19 21 19 Turf lnline Drip 0.2 I o. 77 0.81 5.0 4.0 5.4 6.0 5.4 1 Qty. of Valves Total Run Times 5 4 5 6 5 Tree Pt-Pt □.4 I 0.43 0.81 17.9 14.4 19.2 21.4 19.4 1 Qty. of Valves Total Run limes 18 14 19 21 19 Total Valves: 3 TOTAL RUN TIMES (HRS) 0.7 0.5 0.7 0.8 0.7 JAN FEB MAR APR MAY WORST CASE WATER PRESSURE CALCULATIONS WATER METER NUMBER Lot 320 WATER METER SIZE HYDRAULIC GRADE LINE (F1) 349 WATER METER ELEVATION (F1) ELEVATION DIFFERENCE (F1) 223.5 STATIC PRESSURE (PSI) . REMOTE CONTROL VALVE# PS REMOTE CONTROL VALVE SIZE RCV. DEMAND (GPM) 9.8 TOTAL DEMAND (GPM) I HIGHEST HEAD SERVED (F1) 127.4 STATIC PRESSURE AT HIGHEST HEAD SIZE DESCRIPTION , FLOW # PSI LOSS 1" SERVICE LINE (50 FT OF TYPE K COPPER) 9.8 1 1.5 PSI 1" WATER METER (TURBO TYPE) I 9.8 2 1.3 PSI NIA STRAINER ASSEMBLY , 0 3 0.0 OPEN 0 4 0.0 1.25" ISOLATION VALVE 9.8 5 1.2 NIA ASSEMBLY PIPING 0 6 0.0 1" PRESSURE REGULATOR 9.8 7 0.3 OPEN 0 8 a.a 1.25" 52' FEET OF MAINLINE, CL SCH40 PVC PIPE 9.8 0.3 OPEN 0 10 0.0 OPEN 0 11 0.0 OPEN a 12 0.0 1" REMOTE CONTROL VALVE 9.8 13 3.9 10% LATERAL LINE LOSS NIA 14 0.9 20% FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) NIA 15 1.9 1.9 ELEVATION CHANGE (P.O.C. TO HIGHEST HEAD) NIA 16 0.8 TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #16) 17 12.0 PRESSURE REQUIRED AT HEAD 18 40.0 TOTAL PRESSURE REQUIRED (SUM OF #17 AND #18) ! 19 52.0 STATIC WATER PRESSURE (FROM ABOVE) 20 96.8 RESIDUAL PRESSURE (SUBTRACT#20 FROM #21) 21 44.7 SET PRV OR MCV AT (#19 PLUS 10 PSI) 22 620 PRESSURE BOOST, IF REQUIRED (SET TO ACHIEVE 10 PSI RESIDUAL) 23 NIA WORST CASE WATER PRESSURE CALCULATIONS WATER METER NUMBER Lot 321 WATER METER SIZE HYDRAULIC GRADE LINE (F1) 349 WATER METER ELEVATION (F1) ELEVATION DIFFERENCE (FD 223.1 STATIC PRESSURE (PSI) REMOTE CONTROL VALVE# A12 REMOTE CONTROL VALVE SIZE ' R.C.V. DEMAND (GPM) 5.7 TOTAL DEMNJD (GPM) HIGHEST HEAD SERVED (F1) 130 STATIC PRESSURE AT HIGHEST HEAD SIZE 1" 1" NIA 1 25" NIA I" 1.25" 1" 10% 20% 4.1 DESCRIPTION SERVICE LINE (50 FTOF TYPE K COPPER) WATER METER (TURBO TYPE) STRAINER ASSEMBLY OPEN ISOLATION VALVE ASSEMBLY PIPING i PRESSURE REGULATOR OPEN 150' FEET OF MAINLINE CL. SCH40 PVC PIPE OPEN , OPEN OPEN REMOTE CONTROL VALVE LATERAL LINE LOSS FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) ELEVATION CHANGE (P O.C. TO HIGHEST HEAD) . ' TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #16) PRESSURE REQUIRED AT HEAD TOTAL PRESSURE REQUIRED (SUM OF #17 AND #18). STATIC WATER PRESSURE (FROM ABOVE) RESIDUAL PRESSURE (SUBTRACT#20 FROM #21) SET PRV OR MCV AT (#19 PLUS 10 PSI) FLOW 5.7 5.7 0 0 5.7 0 5.7 0 5.7 0 0 0 5.7 NIA NIA NIA PRESSURE BOOST, IF REQUIRED (SET TO ACHIEVE 10 PSI RESIDUAL) # PSI LOSS 0.6 2 03 3 0.0 4 0.0 5 1.2 6 0.0 7 0.3 8 0.0 9 0.4 10 0.0 11 0.0 12 0.0 13 3.5 14 0.6 15 1.4 16 1.8 17 10.1 18 40 0 19 50.1 20 96.6 21 46.5 22 60.1 23 NIA PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI JUN 5.30 0.18 4 21.3 21 5.9 6 21.3 21 0.8 JUN 1" 125.5 97 1" 9.8 40 1" 125.9 97 1" 5.7 40 JUL 6.10 0.20 4 23.7 24 6.6 7 23.7 24 0.9 JUL AUG SEP OCT NOV DEC Total: 5.80 4.50 3.30 2.40 2.10 47.00 0.19 0.15 0.11 0.08 0.07 4 4 3 3 2 22.6 18.1 17.1 12.9 16.3 Min/Day 23 18 17 13 16 Total Min/Day 6.3 5.1 4.8 3.6 4.6 Min/Day 6 5 5 4 6 Total Min/Day 22.6 18.1 17.1 12.9 16.3 Min/Day 23 18 17 13 16 Total Min/Day 0.9 0.7 0.7 0.5 0.6 AUG SEP OCT NOV DEC THESE SUGGESTED RUN TIMES ARE FOR REFERENCE ONLY. ACTUAL RUN TIMES MAY DIFFER DUE TO VARYING SITE CONDITIONS. CONTRACTOR SHALL ADJUST RUN TIMES AS REQUIRED TO PROVIDE APPROPRIATE WATER FOR EACH VALVE CIRCUIT. B D WORST CASE WATER PRESSURE CALCULATIONS WATER METER NUMBER Lot 322 WATER METER SIZE HYDRAULIC GRADE LINE (F1) 349 WATER METER ELEVATION (F1) ELEVATION DIFFERENCE (F1) 222.5 STATIC PRESSURE (PSI). REMOTE CONTROL VALVE# A11 REMOTE CONTROL VALVE SIZE RC.V. DEMAND (GPM) 10.3 TOTAL DEMAND (GPM) DRIP FLUSH VALVE 6" ROUND MULCH LAYER .-SET BOX 1" ABOVE MULCH LAYER V~ALVE BOX \ (SEENOTE1) c2i ~ ii~:'.:=============i!\ ~~:: Tl I TT~I fm 11-1 I AIRNACUUM RELIEF ~, , i-' \_ FINISH -:I U, I 1! I 1-GRADE SCH. 80 NIPPLE _____ _,,_ ___ [I] =I I (LENGTH AS REQUIRED) 1- BRICK SUPPORTS (THREE) PVC PIPING AND FITTING ~ ____ ..;/ 1. 2" DEEP LAYER MULCH MATERIAL AS PER SPECIFICATIONS. 2. AIR VACUUM RELIEF VALVE CANNOT BE CONNECTED LOWER THAN DRlPUNE LATERALS. AIR RELIEF VALVE 1" 126 5 96 1" 10.3 A C PVC SCH. 40 SxT FITTINGS (TYP.) ATMOSPHERIC VACUUM BREAKER 0 0 0 0 0 0 0 0 0 RAIN BIRD 1 GAL= (1) UXB-360-SPYK 5 GAL= (1) UXB-360-SPYK TUBING STAKE: UXB-360-SPYK ¾" DISTRIBUTION TUBING: TUBING (6' MAXIMUM LENGTH) SECURE TUBING TO BACK OF POT AWAY FROM VIEWS POTTED PLANT SOIL RAIN BIRD BARB TEE OR COUPLING POLYETHYLENE TUBING· DRIP TUBING (SEE LEGEND). FINISH GRADE 3" BARK MULCH FOOTING I POTTED PLANT PLATFORM POTTED PLANT EMITTER ~ROOF LINE WIRES TO / CONTROLLER lJ 9 • HIGHEST HEAD SERVED (F1) 130 STATIC PRESSURE AT HIGHEST HEAD 40 r,· ' SIZE DESCRIPTION ' FLOW 1" SERVICE LINE (50 FT OF TYPE K COPPER) 10.3 1" WATER METER (TURBO TYPE) • 10.3 NIA STRAINER ASSEMBLY i 0 OPEN 0 1.25" ISOLATION VALVE i 10.3 ASSEMBLY PIPING 0 1" PRESS URE REGULATOR 10.3 OPEN 0 1.251' 195' FEET OF MAINLINE, CL SCH40 PVC PIPE 10.3 OPEN 0 OPEN 0 OPEN 0 1" REMOTE CONTROL VALVE 10.3 10% LATERAL LINE LOSS NIA 20% FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) NIA 3.5 ELEVATION CHANGE (P.O.C TO HIGHEST HEAD) NIA TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #16) PRESSURE REQUIRED AT HEAD i TOTAL PRESSURE REQUIRED (SUM OF #17 AND #I 8) i STATIC WATER PRESSURE (FROM ABOVE) RESIDUAL PRESSURE (SUBTRACT#20 FROM #21) SET PRV OR MCV AT (#19 PLUS 10 PSI) PRESSURE BOOST, IF REQUIRED (SET TO ACHIEVE 10 PSI RESIDUAL) # PSI LOSS 1 1.8 2 0.7 3 0.0 4 0.0 5 1.2 6 0.0 7 0.3 8 0.0 9 1.3 10 0.0 11 0.0 12 0.0 13 3.9 14 0.9 15 20 16 1 5 17 13.7 18 40.0 19 537 20 96.3 21 42.7 22 63.7 23 NIA PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI MOUNTING BRACKET WIRELESS RAIN SENSOR / NOTE: MAXIMUM LINE OF SIGHT FROM RAIN SENSOR TO RECEIVER IS 500-FT. DISTANCE IS LESS IF OBSTRUCTIONS EXIST. E WEATHER SENSOR NOTE: MOUNT WIRELESS RAIN SENSOR ON ROOF EAVE SURFACE WHERE IT WILL BE EXPOSED TO UNOBSTRUCTED RAINFALL, BUT NOT IN THE PATH OF SPRINKLER SPRAY. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. ,1-----+--+------------+---+---1-----+-----1 ~1 CITY OF CARLSBAD ~? Ll1._J~==='-,'=====P=LA:::N::::N::::l:::NG::::::::D:::IV::::IS::::IO=:N====:.'l__lLJ:::::::=::::=; LANDSCAPE IMPROVEMENT PLANS FOR ROBERTSON RANCH WEST VILLAGE TERRACES MODELS CARLSBAD, CA IRRIGATION DETAILS •~----,----,-------------------+---+----+---+----I I APPROVED, 71 I .L I PREPARE □ BY: .. ____ __,1~z::~:-""1l~&Ll----""c.TCJ:.::.'· a~.,,.-dLisll\.._ ,-~-1--suMMERS/MURPHv & PARTNERS, INC. PLANNING . LANDSCAPE ARCHITECTS ;=;;:~;:;:::===:;-;::====~====;-;:===~ 34197 COAST HIGHWAY, SUITE 200 DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: I PROJECT NO. I DRAWING NO. DANA POINT, CALIFORNIA 92629 REVISION DESCRIPTION CHKD BY: (949) 443-1446 FAX (949) 443-1631 DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: CT 13-03 480-3P APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. PART I -GENERAL 1.01 SUMMARY SECTION 02811 LANDSCAPE IRRIGATION A. It is the intent of the specifications and drawings that the finished system is complete in every respect and shall be ready for operation satisfactory to the Owner. B. The work shall include all materials, labor, services, transportation, and equipment necessary to perform the work as indicated on the drawings, in these specification, and as necessary to complete the contract. 1.02 CONSTRUCTION DRAWINGS A Due to the scale of the drawings, it is not possible to indicate all offsets, fillings, sleeves, etc. which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting, and arcl1itectural features. B. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. When an item is shown on the plans but not shown on the specifications or vice versa, it shall be deemed to be as shown on both. The Landscape Architect shall have final authority for clarification. C. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of the Landscape Arehitect as soon as detected. In the event this notification is not performed, the Irrigation Contractor shall assume full responsibility for any revision necessary. 1.03 QUALITY ASSURANCE A. Provide at least one english speaking person who shall be present at all times during execution of this portion ofthe work and who shall be thoroughly familiar with the type of materials being installed and the manufacturer's recommended methods of installation and who shall direct all work perlom,ed under this section. B. Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturer of articles used in this contract furnish directions covering points not shown in the drawings and specifications. C. All local, municipal and state laws, rules and regulations governing or relating to any portion of this work are hereby incorporated into and_ made a part of these specifications, and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict with any of the above rules and regulations of the same. However, when these specifications and drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these specifications and drawings ·shall take precedence. D. All materials supplied for this project shall be new and free from any defects. All defective materials shall be replaced immediately at no additional cost to Owner. E. The ContractOr shall secure the required licenses and permits including payments of charges and fees, give required notices to public authorities, verify permits secured or arrangements made by others affecting the work of this section. 1.04 SUBMITTALS A Materials List: 1. After award of contract and before any irrigation system materials are delivered to the job site, submit to the 0\1\111er a complete list of all irrigation systems, materials, or processes proposed to be furnished and installed as part of this contract. 2. Show manufacturer's name and catalog number for each item, furnish complete catalog cuts and technical data, furnish the manufacturer's recommendations as to the method of installation. 3. No substitutions will be allowed without review and approval by the City and prior written acceptance by the Landscape Architect or Owner's authorized representative. 4. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. B. Substitutions: If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the irrigation drawings and specifications he may do so by providing the following information to the City and the Landscape Architect or Owner's authorized representative for approval. 1. Provide a written statement indicating the reason for making the substitution. 2. Provide catalog cut sheets, technical data, and performance information for each substitute item. 3. Provide in writing the difference in installed price ifthe item is accepted. 1.05 EXISTING CONDITIONS A. The Contractor shall verify and be familiar with the locations, size and detail of points of connection provtded as the source of water, electrical supply, and telephone line connection to the irrigation system. B. Irrigation design is based on the available static water pressure shown on the drawings. Contractor shall verify static water on the project prior to the start of construction. Should a discrepancy exist, notify the Landscape Architect and Owner's auth_orized representative prior lo beginning construction. C. Prior to cutting into the soil, the Contractor shall locate all cables, conduits, sewer septic tanks, and other utilities as are commonly encountered underground and he shall take proper precautions not to damage or disturb such improvements. If a conflict exists between·the such obstacles and the proposed work, the Contractor shall promptly notify the Landscape Architect and Owner who will arrange for relocations. The Contractor will proceed in the same manner if a rock layer or any other such conditions are encountered. D. The Contractor shall protect all existing utilities and features to remain on and adjacent to the project site during construction. Contractor shall repair, at his own cost, all damage resulting from his operations or negligence. E. The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans. 1.06 INSPECTIONS A. The Contractor shall permit the Landscape Architect and Owner's authorized representative to visit and inspect at all times any part of the work and shall provide safe access for such visits. In addition, the City Inspector will ask for a preconstruction meeting and periodic inspections. B. Where the specifications require work to be tested by the Contractor, it shall not be covered over until accepted by the Landscape Architect, owner's authorized representative, and/or governing agencies. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing agencies, a minimum of48 hours in advance, where and when the work is ready for testing. Should any work be covered without testing or acceptance, it shall be, if so ordered, uncovered at the Contractor's expense. C. Inspections will be required for the following al a minimum: 1. Sleeving 2. System layout 3. Pressure test of irrigation main line (Four hours at 125 PSI or 120% of static water pressure, which ever is greater). 4. Coverage test of irrigation system. 5. Final inspection prior to start of maintenance period 6. Final acceptance D. Site observations and testing will not commence without the record drawings as prepared by the Irrigation Contractor. Record drawings must complete and up to date for each site visit. E. Work which fails testing and is not accepted will be retested. Hourly rates and expenses of the landscape Architect, Owner's authorized representative, and governing agencies for reinspection or retesting will be paid by the Irrigation Contractor at no additional expense to Owner. 1.07 STORAGE AND HANDLING A. Use all means necessary to protect irrigation system materials before, during, and after installation and to protect the installation work and materials of all other trades. In the event of damage, immediately make all repairs and replacements necessary to the acceptance of the landscape Architect and OWner and at no additional cost to the Owner. B. Exercise care in handling, loading, unloading, and storing plastic pipe and fittings under cover until ready·to install. Transport plastic pipe only on a vehicle with a bed long enough to allow the pipe to lay flat to avoid undue bending and concentrated external load. 1.08 CLEANUP AND DISPOSAL A. Dispose of waste, trash, and debris in accordance with applicable Jaws and ordinances and as prescribed by authorities having jurisdiction. Bury no such waste material and debris on the site. Burning of trash and debris will not be permitted. The Contractor shall remove and dispose of rubbish and debris generated by his work and workmen al frequent intervals or when ordered to do so by the Owner's authorized representative. B. At the time of completion the entire site will be cleared of tools, equipment. rubbish and debris which shall be disposed of off-site in a legal disposal area. 1.09 TURNOVER ITEMS A. Record Drawings: 1. Irrigation as-built plans are required to be submitted. Submittal of as-built plans shall be as required by the Engineering & Planning Divisions. The final plans 2. The final plans should be prepared by the landscape architect from dimensions provided by the contractor. 3. The Final as-built plans to be drafted dearly to the satisfaction of the City, and the final plans shall be submitted to the City for their keeping. 4. The Final as-built plans will be required to be approved and signed by the City prior to release of securities. 5. The changes and dimensions shall be recorded in a legible and workmanlike manner to the satisfaction of the owner. Prior to final inspection of work, submit record drawings to the Landscape Architect or Owner's authorized representative. 6. Dimensions from/lo permanent points of reference such as buildings, sidewalks, curbs, etc. shall be shown. Data on record drawings shall be recorded on a day to day basis as the project is being installed. All tellering on drawings shall be minimum 1/8 inch in size, 7. Show locations and depths of the following items: a. Point of connection (including water meters, backflow preventers, master control valves, etc.) b. Routing of sprinkler pressure lines (dimensions shown at a maximum of 100 feel along routing), including sleeves for pipe and wire. c. Ball valves d. Automallc remote control valves e. Quick coupling valves f. Routing of control wires g. Irrigation controllers h. Related equipment (as may be directed) 8. Maintain record drawings on site at all times. Upon completion of work, transfer all as-built information and dimensions to reproducible sepia prints. B. Controller Charts: 1. Record drawings must be approved by Landscape Architect and/or Owner's authorized representative before charts are prepared. 2. Provide one controller chart for each automatic controller. Chart shall show the area covered by the particular controller. 3. The chart is to be a reduced copy of the actual "record" drawing. In the event the controller sequence is not legible when the drawing is reduced, it shall be enlarged to a readable size. 4. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 20 mils in thickness. C. Operation and Maintenance Manuals: 1. Two individually bound copies of operation and maintenance manuals shall be delivered to the Landscape Architect or Owner's authorized representative at least 10 calendar days prior to final inspection. The manuals shall describe the material installed and the proper operation of the system. 2. Eacl1 complete, bound manual shall include the following information: a. Index sheet stating Contractor's address and telephone number, duration of guarantee period, list of equipment including names and addresses of local manufacturer representatives. b. Operating and maintenance instructions for all equipment. c. Spare parts lists and related manufacturer information for af! equipment. D. Equipment 1. Supply as a part of this contract the following items: a. Two (2) wrenches for disassembly and adjustment of each type of sprinkler head used in the irrigation system. b. Three 30-inch sprinkler keys for manual operation of control valves. c. Two keys for each automatic controller. d. Two quick coupler keys with a 3/4" bronze hose bib, bent nose type with hand wheel and two coupler lid keys. e. One valve box cover key or wrench. f. One 5-foot tee wrench for operating gate valves 3 inches or larger (if used). g. Six extra sprinkler heads of each size and type. 2. The above equipment shall be turned over to Owner"s authorized representative at the final inspection. 1.10 COMPLETION A. At the time of the pre-maintenance period inspection, the Landscape Architect, Owner's authorized representative, and governing agencies will inspect the work, and if not accepted, will prepare a list of items to be completed by the Contractor. At the time of the post-maintenance period or final inspection the work will be reinspected and final acceptance will be in writing by the Landscape Architect, Owner's authorized representative, and governing agencies. B. The Owner's authorized representative shall have final authority on all portions of the wo>k. C. After the system has been completed, the Contractor shall instruct Owner's authorized representative in the operation and maintenance of the irrigation system and shall furnish a complete set of operating and maintenance instructions. D. Any settiing of trenches which may occur during the one-year period following acceptance shall be repaired to the owner's satisfaction by the Contractor without any additional expense to the owner. Repairs shall include the complete restoration of all damage to planting, paving or other improvements of any kind as a result of the work. 1.11 GUARANTEE A. The entire sprinkler system, including all work done under this contract, shall be unconditionally guaranteed against all defects and fault of material and workmanship, including settling of backfilled areas below grade, for a period of one (1) year following the filing of the Notice of Completion. Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no additional expense to owner within ten (10) calendar days of receipt of written notice from Owner, When the nature of the repairs as determined by the Owner constitute an emergency (i.e. broken pressure line) the owner may proceed to make repairs al the Contractor's expense. Any and all damages to existing improvement resulting either from faulty materials or workmanship, or from the necessary repairs to correct same, shall be repaired to the satisfaction of the owner by the Contractor, all at no addilional cost to the Owner. B. Guarantee shall be submitted on Contractors own letterhead as follows: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect excepted. We agree to repair or replace any defective material during the period of one year from date of filing of the Notice of Completion and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the owner. We shall make such repairs or replacements within 10 calendar days following written notification by the owner. In the event of our failure to make such repairs or replacements within the time specified after receipt of written notice from owner, we authorize the owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. PROJECT NAME: PROJECT LOCATION: CONTRACTOR NAME: ADDRESS: TELEPHONE: SIGNED: DATE: Part II -MATERIALS 2.01 SUMMARY Use only new materials of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment installed or furnished that do not meet Landscape Architect's, Owner's, or governing agencies standards will be rejected and shall be removed from the site at no expense to the Owner. 2.02 PIPE A. Pressure supply line from point of connection through backflow prevention unit shall be Type K uhard" copper pipe. B. Pressure supply line installed over structure shall be Type K "hard" copper pipe. Copper pressure supply line installed over structure shall be secured to the concrete slab using Architect approved fasteners. C. Pressure supply lines 2 inches in diameter and up to 3 inches in diameter downstream of backflow prevention unit shall be Class 315 solvent weld PVC. Piping shall conform to ASTM 02241. D. Pressure supply lines 1 1/2 incl1es in diameter and smaller downstream of the backflow prevention unit shall be Schedule 40 solvent weld PVC confom,ing to ASTM D1785. E. Non-pressure lines 314 inches in diameter and larger downstream of the remote control valve shall be Class 200 PVC. Non-pressure piping shall conform to ASTM D2241. 2.03 METAL PIPE AND FITTINGS A. Brass pipe shall be 85 percent red brass, ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe. B. Brass fittings shall be medium brass, screwed 125-pound class. C. Copper pipe shall be "hard" Type K. D. Copper fittings shall be soldered type. 2.04 PLASTIC PIPE AND FITTINGS A. Pipe shall be marked continuously with manufacturer's name, nominal pipe size, schedule or class, PVC type and grade, National Sanitation Foundation approval, Commercial Standards designation, and date of ~xtrusion. B. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance 'Mith ASTM 02241 or ASTM D1784. C. All PVC fittings shall be standard weight Schedule 40 and shall be injection molded of an improved virgin PVC fitting compound. Slip PVC fittings shall be the "deep socket" bracketed type. Threaded plastic fittings shall be injection molded. AU tees and ells shall be side gated. All fittings shall conform to ASTM 02.466. D. All threaded nipples shall be standard weight Scl1edule 80 with molded threads and shall conform to ASTM D1785. E. All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied per the manufacturer's recommendations. Cement shall be of a fluid consistency, not gel-like or ropy. Solvent cementing shall be in conformance with ASTM D2564 and ASTM 02855. F. When connection is plastic to metal, female adapters shall be hand tightened, plus one turn with a strap wrench. Joint compound shall be non-lead base Teflon paste, tape, or equal. 2.05 VALVES A. Ball Valves: 1. Ball valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Ball valves shall be double union design, Sch. 80 PVC blocked, with Teflon ball seals. End connector carrier and stem are to have either EPDM or Viton 0-rings. Ball valves are to have threaded connections. 3. All ball valves shall have a minimum working pressure of not less than 125 psi and shall confom, to AW,JVA standards. B. Quick Coupler Valves: 1. Quick coupler valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Quick coupler valves shall be brass with a wall thickness guaranteed to withstand nom,al working pressure of 150 psi without leakage. Valves shall have 3/4 female threads opening at base, with two-piece body. Valves to be operated only with a coupler key, designed for that purpose. Coupler key is inserted into valve and a positive, watertight connection shall be made between the coupler key and valve. Hinge cover shall be the locking type constructed of brass with a rubber-like vinyl cover. C. Automatic Control Valves· 1. Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Automatic control valves shall be electrically operated. 2.06 VALVE BOXES A. Valve boxes shall be fabricated from a durable, Weather-resistant plastic material resistant to sunlight and chemical action of soils. C. The cover and box shall be capable of sustaining a load of 1,500 pounds. D. Valve box extensions shall be by the same manufacturer as the valve box. E. Automatic control valve boxes shall be 16"x11"x12" rectangular size. Valve box covers shall be "heat branded" in 2" high letters "RCV" with the valve identification number. f. Ball valve, flush valve, master valve and quick coupler valve boxes shall be 10" circular size. Valve box covers shall be ''tan" in color and "heat branded" in 2" high letters with either "BV", "FV", "MV" or "QCV". 2.07 AUTOMATIC CONTROLLER Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. 2.08 ELECTRICAL A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations. B. All electrical work shall confonn to local codes and ordinances. 2.09 LOW VOLTAGE CONTROL WIRING A. Remote control 'Mire shall be direct~burial AWG-UF type, size as indicated on the drawings, and in no case smaller than 14 gauge. B. Connections shall be either epoxy~sealed packet type or Penn-Tile connectors. c. Ground wires shall be white in color. Control wires shall be red (where two or more controllers are used, the control wires shall be a differentcolor for each controller. These colors shall be noted on the "Record Drawings" plans located on controller door). D. Provide a 24" long expansion loop for all directional changes in control wire routing. 2.10 IRRIGATION HEADS A. Sprinkler heads and drip emitters shall be of the manufacturer, size, type, with radius of throw, operating pressure, and discharge rate indicated on the drawings. Part Ill · EXECUTION 3.01 SITE CONDITIONS A. Inspections: 1. Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence. 2. Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations, the original design, the referenced standards, and the manufacturer's re-commendations. B. Discrepancies: 1. In the event of discrepancy, immediately notify the Landscape Architect or Owner's authorized representative. 2. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved. C. Grades: 1. Before starting work, carefully check all grades to detennine that work may safely proceed, keeping within the specified material depths with respect to finish grade. 2. Final grades shall be accepted by the Engineer before work on this section will be allowed to begin. D. Field Measurements: 1. Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. Contractor shall coordinate the installation of all irrigation materials with all olher work. 2. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with work under this section. 3. Exercise extreme care in excavating and working near existing utilities. E. Diagrammatic Intent: The drawings are essentially diagrammatic. The size and location of equipment and fixtures are drawn to scale where possible. Provide offsets in piping changes in equipment locations as necessary to conform with structures and to avoid obstructions or conflicts with other work at no additional expense to owner. F. Layout: 1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location of sprlnkler heads, valves, backflow preventer, and automatic controller. 2. Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where piping is shown on drawings under paved areas, but running parallel and adjacent to planted areas, install the piping in the planted areas. G. Water Supply Connections to, or the installation of, the water supply shall be at the locations shown on the drawings. Minor cl1anges caused by actual site conditions shall be made al no additional expense to Owner. H. Electrical Service: 1. Connections to the electrical supply shall be at the locations shown on the drawings. Minor changes caused by site conditions shall be made at no additional expense to Owner. 2. Contractor shall make 120 volt connection to the irrigation controllers. Electrical power source to controller locations shall be provided by others. 3.02 TRENCHING A. Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching excavation shall follow layout indicated on drawings to the depths below finished grade and as noted. Where lines occur under paved area, these dimensions shall be considered below subgrade. B. Provide minimum cover of 18 inches on pressure supply lines 2 inches and smaller, or as available when installed over structure. C. Provide minimum cover of 12 inches for control wires, or as available when installed over structure. D. Provide minimum cover of 12 inches for non-pressure lines, or as available when installed over structure. F. Pipes installed in a common trench shall have a 4 inch minimum space between pipes. 3.03 BACKFILLING A. Backfill material on all lines shall be the same as adjacent soil free of debris, litter, and rocks over 112 inch in diameter. B. Backfill shall be tamped in 4-inch layers.under the pipe and uniformly on both sides for the full width of the trench and the full length of the pipe. Backfill materials shall be sufficiently damp to permit thorough compaction, free of voids. Backfill shall be compacted to dry density equal to adjacent undisturbed soil and shall conform to adjacent grades. C. Flooding in lieu of tamping is not allowed. D. Under no circumstances shall truck wheels be used to compact backfill. E. Provide sand backfill a minimum of 6 inches over and under all piping under paved areas. 3.04 PIPING A. Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitted under asphalt pavement. B. Cutting or breaking of existing pavement is not permitted. C. Carefully inspect all pipe and fittings before installation, removing dirt, scale, burrs reaming. Install pipe with all markings up for visual inspection and verification. D. Remove all dented and damaged pipe secliorn,. E. All lines shall have a minimum clearance of 6 inches from each other and 12 inches from lines of other trades. F. Parallel lines shall not be installed directly over each other. G. In solvent welding, use only the specified primer and solvent cement and make all joints in strict accordance with the manufacturer's recommended methods including wiping all excess solvent from each weld. Allow solvent welds at least 15 minutes setup time before moving or handling and 24 hours curing time before filling. H. PVC pipe shall be installed in a manner which will provide for expansion contraction as recommended by the pipe manufacturer. I. Centerload all plastic pipe prior to pressure testing. J. All threaded plastic-to-plastic connections shall be assembled using Teflon tape or Teflon paste. K. For plastic-to-metal connections, work the metal connections first. Use a non-hardening pipe dope an all threaded plastic-to-metal connections, except where noted otherwise. All plastic-to-metal connections shall be made with plastic female adapters. L. All connections between PVC lateral lines shall be made using Scl1. 40 PVC fittings with compression adapters. All connections between dripperlines to be made using compression fittings of manufacturer of the dripperline. Use no pipe dope, Teflon tape, primer or solvent cement on compression fittings. 3.05 CONTROLLER A. The exact location of the controller shall be approved by the landscape Architect or Owner's authorized representative before installation. The electrical service shall be coordinated with this location. B. The Irrigation Contractor shall be responsible for the final electrical hook up to irrigation controller. c. The irrigation system shall be programmed to operat!3 during the periods of minimal use of the design area. 3.06 CONTROL WIRING A. Low voltage control wiring shall occupy the same trench and shall be installed along the same route as the pressure supply lines whenever possible. B. Where more than one wire is placed in a trench, the wiring shall be taped together in a bundle at intervals of 10 feet. Bundle shall be secured to the mainline with tape at intervals of 20 feel. c. All connections sh.aJJ be of an approved type and shall occur in a valve box. Provide an 18 inch service loop at each connection. D. An expansion loop of 12 inches shall be provided at each wire connection and/or directional change, and one of 24 inc11es shall be provided at each remote control valve. E. A continuous run of wire shall be used between a controller and each remote control valve. Under no circumstances shall splices be used without pnor approval. 3.07 VALVES A. Automatic control valves, manual valves, gate valves, and ball valves are to be installed in the approximate locations indicated on the drawings. B. Valve shall be installed in shrub areas whenever possible. C. Install all valves as indicated in the detail drawings. D. Valves to be installed in valve boxes shall be installed one valve per box. 3.08 VALVE BOXES A. Valve boxes shall be installed in shrub areas whenever possible. B. Each valve box shall be installed on a foundation of 3/4 inch gravel backfill, 3 cubic feet minimum. Valve boxes shall be installed with their tops 2 inches above finish grade in ground cover areas. 3.09 MISCELLANEOUS EQUIPMENT A. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practices, B. Quick coupler valves shall be set approximately 12 inches from walks, curbs, header boards, or paved areas where applicable. 3.10 FLUSHING THE SYSTEM A. Prior to installation of sprinkler nozzles, the valves shall be opened and a full head of water used to flush out the lines and risers. B. Sprinkler nozzles shall be installed after flushing the system has been completed. 3.11 ADJUSTING THE SYSTEM A. Contractor shall adjust valves, align heads, and check coverage of each system prior to coverage test. B. If it is determlned by the Landscape Architect or Owner's authorized representative that additional adjustments or nozzle changes will be required to provide proper coverage, all necessary changes or adjustments shall be resubmitted to city prior to installal\on. C. The entire system shall be operating properly before any planting operations commence. D. Automatic control valves are to be adjusted so that the sprinkler heads operate at the pressure recommended by the manufacturer. 3.12 TESTING AND OBSERVATION A. Do not allow or cause any of the work of this section to be covered up or enclosed until it has been observed, tested and accepted by the landscape Architect, 0\1\111er, and governing agencies. B. The Contractor shall be solely responsible for notifying the Landscape Architect, OWner, and governing agencies, a minimum of48 hours in advance, where and when the work is ready for testing. C. When the sprinkler system is completed, the Contractor shall perform a coverage test of each system in its entirety to determine if the water coverage for the planted areas is complete and adequate in the presence of the Landscape Architect. D. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from the plans, or where the system has been willfully installed as indicated on the drawings when it is obviously inadequate, without bringing this to the attention of the Landscape Architect. This test shall be accepted by the Landscape Architect and accomplished before starting any planting. E. Final inspection will not commence without record drawings as prepared by the Irrigation Contractor. 3.13 COORDINATE THE CITY LANDSCAPE INSPECTION SCHEDULE Sleeving/Grading A. Sleeve diameter, type, depth and location B. Soil surface drainage, elevation and trash (including weeds & rubble) Irrigation System Rough-In A. Trench depth and location B. Pipe size and class B. Pressure test (125 psi for 6 hours) Final Irrigation: A. Valves, boxes and wiring B. Controller operation and schedule C. Sprinkler, bubbler and/or drip emitter type, flow rate and quantity per plant D. Overall operation & As buiH 3.14 MAINTENANCE Outing the maintenance period the Contractor shall adjust and maintain the irrigation system in a fully operational condition providing complete irrigation coverage to all intended plantings. 3.15 COMPLETION CLEANING Clean-up shall be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the &ite, all walks and paving shall be broomed, and any damage sustained on the work of others shall be repaired to original conditions. END OF IRRIGATION SECTION APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. Contractor shall be responsible for damages to utilities which are caused by his operations neglect. ~ CITY OF CARLSBAD ~ 11----+---l----------------------t----t---t---r---t L1L_j PLANNING DIVISION L1LJ ~L=A=N==o=s=c=-A;:PE~IM=P==R=o==v=E=M==E=N==T==P=LA===N==s==F==O==R=: =====.'.====: PREPARED BY: ROBERTSON RANCH WEST VILLAGE TERRACES MODELS CARLSBAD, CA IRRIGATION SPECIFICATIONS APPROVED: ' A-J~ {-,.-_ i;:;, II SUMMERS/MURPHY & PARTNERS, INC.11----+---+---------------+--t----------,1---+-----------t ~~-.:====~= LANDSCAPE ARCHITECTS re PLANNING . OWN BY: I PROJECT NO. 34197 COAST HIGHWAY, SUITE 200 DATE INITIAL DANA POINT, CALIFORNIA 92629 DESIGNER OF WORK REVISION DESCRIPTION (949) 443-1446 FAX (949) 443-1631 DATE INITIAL DATE INITIAL CHKDBY: OTHER APPROVAL CITY APPROVAL RVWDBY: CT 13-03 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. liJ > -0:: 0 w (9 <( (9 J I I I \ l .• 0000 0000 0000 0000 0000 0000 ' I EXISTING PLANTING P R PARKWAY IMPROVEMENTS PH SE 2 PLANS BY LIGHTFOOT PLAN ING GROUP I 3' WATER EASEMENT PRESSURE REDUCING STATION REFER TO ENGINEER'S PLANS 0 [Ql 0 ~ [Ql 0 EXISTING PLANTING PER PARKWAY IMPROVEMENTS PHASE 1 PLANS 480-3L-BY LIGHTFOOT PLANNING GROUP --__ , --IXI ' ~-.- ' [Ql .0 0 0 [Ql NEW PLANTING TO REPLACE PREVIOUSLY INSTALLED PRODUCTION PLANTING· TYPICAL ON ALL MODELS 0 I I I I ~;;;i;:r,l J I I I I I L ___ J ,---7 I I I I I I I I I I I I I I I I I • •• • •• • " LIMIT OF WORK <"~-W"0,.0 """""'""¼' ~- O~c-~ --,.1··-•--_,._,,_, __ ,,_, -,··-- ' "]" .,. - GENERAL PLANTING NOTES: TREE PLANTING LEGEND ?1 1. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL SYMBOL BOTANICAL/COMMON NAME SIZE/STYLE QTY. it BE OBTAINED BY THE CONTRACTOR. SAMPLES SHOULD BE TAKEN FROM A VARIETY t------------------------------11 OF LOCATIONS ON-SITE TO GIVE ADEQUATE CROSS SECTION OF CONDITIONS. SOILS TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY PRE-APPROVED BY THE CITY. THE TEST SHALL IN CLUDE BUT NOT BE LIMITED TO: ttfffl :w1 •+l W<j !5!1'i ""' r OJ 0 Ul ,' ~ 1/a. !f/~ ·!l/a. 1 ··-i en ORGANIC MATTER CONTENT, N,P,K, pH, EC, SOIL TEXTURE (SILT, CLAY, SAND). THE RESULTS AND RECOMMENDATIONS FROM SUCH REPORT SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME A PART OF THE APPROVED PLANS. 2. TREE AND SHRUB MATERIAL SPECIFIED MUST MEET STANDARD INDUSTRY SPECIFICATIONS FOR THE CONTAINER SIZE INDICATED. IF THE CONTRACTOR CANNOT LOCATE MATERIAL OF ACCEPTABLE SIZE AT THE TIME OF INSTALLATION, CONTACT LANDSCAPE ARCHITECT FOR SPECIES SUBSTITUTION; DOWNSIZING OR SUBSTITUTION OF PLANT MATERIAL WITHOUT PRIOR APPROVAL OF LANDSCAPE ARCHITECT WILL NOT BE ALLOWED. 3. CONCEAL IRRIGATION VALVES IN SHRUB AREAS. 4. TREES SHALL NOT BE PLANTED CLOSER THAN FOUR (4) FEET FROM ANY WALKWAY OR PUBLIC SIDEWALK EXCEPT WHERE TREE WELLS OR PARKWAYS ARE PROVIDED IN THE SIDEWALK AREA. ALL TREE PLANTED WITHIN SIX (6)FEET OF WALKS OR PUBLIC UTILITIES SHALL RECEIVE DEEP ROOT BARRIERS. 5. TREE LOCATIONS SHOWN ON PLAN MAY REQUIRE ADJUSTMENT IN THE FIELD. WHENEVER FEASIBLE, TREES SHOULD BE PLANTED A MINIMUM OF TEN (10)FEET FROM ALL UNDERGROUND UTILITIES, STREETLIGHTS, HYDRANTS, AND our OF DRAINAGE FLOW LINES. SHOULD THIS NOT BE POSSIBLE, CONTACT THE LANDSCAPE ARCHITECT FOR DECISION ON PLACEMENT. 6. GROUNDCOVER TYPE SHOWN SHALL BE PLANTED IN SHRUB AREAS AS SPECIFIED ON PLANS. GROUNDCOVER SHALL BE PLANTED AT 8" ON-CENTER UNIFORM TRIANGULAR SPACING, AND SHALL BE CONTINUOUS UNDER TREE AND SHRUB MASSES AS SHOWN ON PLAN. 7. SODDED LAWN SHALL BE "MARATHON IIE" TURF -TYPE DWARF FESCUE AVAILABLE FROM SOUTHLAND SOD FARMS (805) 488-3585 8. CONTRACTOR/ DEVELOPER IS TO CONTACT THE COUNTY FOR A FINAL INSPECTION OF THE LANDSCAPE ONCE ALL WORK IS COMPLETE. 9. CONTRACTOR IS TO PROVIDE COPIES OF SOIL AMENDMENT DELIVERY TICKETS TO THE COUNTY INSPECTOR AT THE FINAL INSPECTION. 10. MATURE PLANTINGS SHALL NOT INTERFERE WITH UTILITIES AND TRAFFIC SIGHT LINES. 11. ALL BOXED TREES TO BE TAGGED BY LANDSCAPE ARCHITECT. 12. ALL PLANTING AREAS TO RECEIVE 3" LAYER OF MULCH, INCLUDING SIDEYARDS @1 ~ __ -~.,Q" ::.;.:@ ~ ~a.CARLSBAD SLOPE PLANTING NOTES: □ @. I-,-~ SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: ' ,·•-, w w en STANDARD 1 -COVER CROP/REINFORCED STRAW MATTING: COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF REINFORCED STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR. STANDARD #2 -GROUND COVER ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). STANDARD #3 -LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-314 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). STANDARD #4 -TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET. SLOPES -6: 1 OR STEEPER AND: 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD# 1. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2 AND #3. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS# 1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2, #3, AND #4. AREAS GRADED FLATTER THAN 6: 1 REQUIRE STANDARD# 1 (COVER CROP) WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. . A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIALCONDITIONS THAT WARRANT IMMEDIATE TREATMENT. LOT 322, PLAN 1XA 82 CINNAMORUM CAMPHORA CAMPHOR TREE ◊ CUPANIOPSIS ANACARDIOIDES CARROTWOOD + CUPANIOPSIS ANACARDIOIDES CARROTWOOD 0 CUPRESSUS SEMPERVIRENS ITALIAN CYPRESS □ JUNIPERUS CHINENSIS 'SPARTAN' SPARTAN JUNIPER "' MAGNOLIA G. 'LITTLE GEM' LITTLE GEM MAGNOLIA s PODOCARPUS GRACILIOR FERN PINE 48" BOX MUL Tl TRUNK, UPRIGHT MATCHING 60" BOX MUL Tl TRUNK, UPRIGHT MATCHING 48" BOX MUL Tl TRUNK, UPRIGHT MATCHING 36" BOX 24" BOX 48" BOX LOW BRANCHING, MATCHING 36" BOX COLUMNAR 5 2 2 2 2 28 SYMBOL BOTANICAUCOMMON NAME SIZE/STYLE QTY. LOT 321, PLAN 2C $ BRACHYCHITON POPULNEUS KURRAJONG • CUPRESSUS LEYLANDII " LEYLAND CYPRESS 0 CUPRESSUS LEYLANDII 00 LEYLAND CYPRESS -FICUS R. FLORIDA BIG LEAF FICUS = FICUS R. FLORIDA BIG LEAF FICUS m PRUNUS C. COMPACTA COMPACT CHERRY LAUREL 6 THUJA 0. 'AUREA NANA' DWARF GOLDEN ARBORVITAE 48" BOX LOW BRANCHING, NATURAL 48" BOX NATURAL 36" BOX NATURAL 60" BOX MULTURUNK 48" BOX MULTI-TRUNK 36" BOX COLUMNAR 24" BOX NATURAL 4 6 5 2 21 15 SYMBOL BOTANICAL/COMMON NAME SIZE/STYLE QTY. LOT 320, PLAN 38 ~ • e IXI () ARBUTUS UNEDO 'MARINA' 48" BOX MARINA STRAWBERRY TREE MUL Tl TRUNK, SYMMETRICAL BAMBUSA M. 'ALPHONSE CARR' 36" BOX ALPHONSE CARR BAMBOO MULTI CANE DODONAEA V. 'PURPUREA' 36" BOX PURPLE HOPBUSH NATURAL PITTOSPORUM T. 'SILVER SHEEN' 24" BOX SILVER SHEEN KOHUHU NATURAL MAGNOLIA GRANDIFLORA 60" BOX SOUTHERN MAGNOLIA NARIRAL, LOW BRANCHING JUTE NETTING -AS APPROVED BY CITY OF CARLSBAD FOR EROSION CONTROL ON SLOPES INSTALL PER MANUFACTURER'S SPECIFICATIONS 5 42 5 4 ALL PLANTING BEDS TO RECEIVE A 3" THICK TOP DRESSING OF 'FOREST FLOOR' ORGANIC BARK MULCH (SEE PLANTING DETAILS SHEET), UNLESS OTHERWISE INDICATED TO RECEIVE PEBBLE. SYMBOL LEGEND SYMBOL DESCRIPTION PA FOB EJ [SJ PLANTING AREA FACE OF BUILDING EXPANSION JOINT ELECTRIC SERVICE BOX PROPOSED STEP LOCATION SYMBOL DESCRIPTION ALIGN CALLOUT CENTER LINE STREET LIGHT TYP. TYPICAL TRANSFORMER SLAB BOX PROPERTY LINE LIMIT OF WORK AD.A PATH OF TRAVEL ~ CHASE COURT EB SCALE: 1" = 1 O' -O" NORTH 0 10 20 40 60 Underground Service Alert Call• TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG l> l> l> BIOSWALE RETENTION PLANTER~ EARTH MOUNDING ~ CITY OF CARLSBAD ~ lt----t---f------------------+---+---,---,---1 ~ PLANNING DIVISION LfL_J :=:=::"."::===========-====: LANDSCAPE IMPROVEMENT PLANS FOR: ROBERTSON RANCH WEST VILLAGE TERRACES MODELS CARLSBAD, CA TREE PLANTING PLAN FCAL\ PREPARED BY: lt----t---t--------------+---+---+----t----1 I-AP_P_Ro_v_ED_: __1!,,.,-z:~;,"::,) :'S.i(-J-) _\.9'~-_</:fjd.J,\-...0,,.;~~- SUMMERS/MURPHY & PARTNERS, INC, PLANNING LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443-1446 FAX (949) 443-1631 DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWNBY: I PROJECT NO. I DRAWING NO. CHKD BY: RVWDBY: CT 13-03 480-3P APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. I ( I I I 0000 0000 0000 0000 0000 0000 / EXISTING PLANTING PER PtKVV Y IMPROVEMENTS PH/\,SE 2 PLA S BY LIGHTFOOT PLANNING GROU / l 3'WATER EASEMENT PRESSURE REDUCING STATION REFER TO ENGINEER'S PLANS E) ING PLANTING PER,~AR~WAY ~ PROVEMENTS PHASE 1 PL.ANS 480-3L-BY LIGHTFOOT PLANNING GROUP HIHI NEW PLANTING TO REPLACE PREVIOUSLY INSTALLED PRODUCTION PLANTING· TYPICAL ON ALL MODELS LIMIT OF WORK ~ t . I " ./ !I t!:!i 1 II ' 11 ill ~ • i I ~ i1 ~ ill :u ~! >-CD ·□ LJ.J O'. <( 0.. LJ.J O'. 0.. {J) z <( ..J 0.. O'. LJ.J ..J <( 0.. O'. 2 I-{J) {J) LJ.J ...J <( {J) LJ.J LJ.J {J) ~ O'. 0 s IL 0 !::: 2 ::J SHRUB PLANTING LEGEND SYMBOL BOTANICAL/COMMON NAME SIZE/SPACING QTY. LOT 322, PLAN 1XA ® AGAVEATTENUATA 15 GAL. 65 FOXTAIL AGAVE @30" o.c. @ AGAPANTHUS 'ORIENTALIS' 5GAL. 107 LILY OF THE NILE @1B"O.C, G BOUGAINVILLEA 'CRIMSON JEWEL' 15 GAL. 88 CRIMSON JEWEL BOUGAINVILLEA @30"0.C. @ LIGUSTRUM TEXANUM 15 GAL. 50 WAXLEAF PRIVET @3'0.C, NANDINA DOMESTICA 15 GAL. 34 HEAVENLY BAMBOO @3'0.C. @ PHORMIUM 'DARK DELIGHT' 15 GAL. 59 RED NEW ZEALAND FLAX @3'0.C, EB STRELITZIA REGINAE 15 GAL. 95 BIRD OF PARADISE @30"0.C. SYMBOL BOTANICALICOMMON NAME SIZE/SPACING QTY. LOT 321, PLAN 2C © BUXUS MICROPHYLLA 'GREEN BEAUTY' 5 GAL 303 GREEN BEAUTY BOXWOOD @8"0,C. ® NERIUM OLEANDER 'LITTLE RED' 15 GAL. 35 LITTLE RED OLEANDER @3'0.C. @ RAPHIOLEPIS INDICA 'PINK LADY' 15 GAL. 150 PINK LADY INDIAN HAWHTORN @30"0.C. @ ROSA 'ICEBERG BURGUNDY' 15 GAL. 32 BURGUNDY ICEBERG ROSE @30'0,C, (ZJ ROSA 'ICEBERG RED' 15 GAL. 51 RED ICEBERG ROSE @30'0.C. (S) ROSA 'ICEBERG WHITE' 15 GAL. 74 WHITE ICEBERG ROSE @30"0.C. © THUJA 0. 'AUREA NANA' 15 GAL. 12 DWARF GOLDEN ARBORVITAE ® VIBURNUM JAPONICUM 15 GAL. 97 JAPANESE VIBURNUM @3'0.C. Is;§] TURF SOD . LOW WATER DWARF TALL TYPE FESCUE BLEND AVAIL. FROM: AGRONOTEC SEED CO. ARTIFICIAL TURF TYPE AND SUPPLIER: REFER TO FINISH SCHEDULE SYMBOL BOTANICAL/COMMON NAME SIZE/STYLE QTY. LOT 320, PLAN 3B ~ AGAVE DESMETTIANA 'VARIEGATA' 15 GAL. 85 VARIEGATED SMOOTH AGAVE @3'0,C, CORDYLINE 'FESTIVAL GRASS' 15 GAL. 92 LILY OF THE NILE @2' o.c. DIANELLA TASMANICA 'VARIEGATA' 5GAL. 263 0 VARIEGATED FLAX LILY @12"0,C. © DODONAEA V. PURPUREA 24" BOX 12 PURPLE HOPBUSH @30" o.c. 0 PHORMIUM 'YELLOW WAVE' 15 GAL. 115 YELLOW WAVE FLAX @30" O.C. 121 TRADESCANTIA S. 'VARIEGATA' 15 GAL. 102 RED NEW ZEALAND FLAX @12"0.C, ® XYLOSMA COMPACTA 15 GAL. 141 COMPACT XYLOSMA @3'0.C . El PARKWAY PLANTING REFER TO IMPROVEMENT PHASE 2 PLANS BY LIGHTFOOT PLANNING GROUP SYMBOL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION PA PLANTING AREA ~ ALIGN FOB FACE OF BUILDING @ CALLOUT EJ EXPANSION JOINT t. CENTER LINE cgJ ELECTRIC SERVICE BOX r STREET LIGHT PROPOSED STEP LOCATION [a] TYP. TYPICAL TRANSFORMER SLAB BOX le PROPERTY LINE I> I> I> AD.A PATH OF TRAVEL ~ □ BIOSWALE RETENTION PLANTER EARTH MOUNDING . CHASE COURT SCAp~ ~ CITY OF CARLSBAD CTr] E8 SCALE: 1" = 1 O' -O" NORTH 0 10 20 40 60 Underground Service Alert Call• TOLL FREE 1·800 422-4133 TWO WORKING DAYS BEFORE YOU DIG 4 PLANNING DIVISION 7 LANDSCAPE IMPROVEMENT PLANS FOR: ROBERTSON RANCH WEST VILLAGE TERRACES MODELS CARLSBAD, CA SHRUB PLANTING PLAN PREPAREDBY: lt----+-----+---------------t---+------t---i-----i[-AP_P_Ro_v_Eo_,_~,~~-=/~)~c::r=\--·~lt:.(~\.....,,~·+--- SUMMERS/MURPHY & PARTNERS, INC. PLANNING LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443-1446 FAX (949) 443-1631 DA TE INITIAL DESIGNER OF WORK DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL OWN BY: PROJECT NO. CHKD BY: CITY APPROVAL RVWDBY: CT 13-03 DRAWING NO. 480-3P APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 2. 2" LAYER OF MULC-H 5. 5" V'lATER BASIN 4. FINISH <S>RADE 5. AMENDED SOIL FOR PLANTIN<S> -SEE SOILS REPORT €:>. PLANT PIT EXC-AYATION 1. PLANTIN<S> TABLET$ -5EE SC-HEDULE FOR QTY. 8. ROOTBALL "I. NATIVE 5UB<S>RADE 10. EXISTIN<S> SLOPE -INSTALL EROSION C-ONTROL FABRIC- ON 5LOPE5 TO C-ONTROL EROSION Y'IHILE PLANTS II. ~E;!!IJ.~TIN<S> ON SLOPE, THE FRONT AND REAR OF PLANTIN<S> PITS SHALL BE <S>RADED T A MAXIMUM I, I 8 TREE & SHRUB PLAN1ING ON SLOPE u.. ..., 0 <I I Cll f-f-a. 0 Wo 0 "' LEGEND 2x DIAMETER OF ROOT BALL 1. 1, 5, OR 15 GALLON SHRUB 2. 2" LAYER OF MULCH 3. 3" WATER BASIN 4. FINISH GRADE 5. ROOTBALL 6. AMENDED SOIL FOR PLANTING -SEE SOILS REPORT 7. PLANT PIT EXCAVATION 8. PLANTING TABLETS -SEE SCHEDULE FOR QUANTITY 9. NATIVE SUBGRADE 6 SHRUB PLANTING LEGEND 1. (1) 8" 'ARBOR GUARD' FOR EACH TREE IN TURF BY DEEP ROOT CORP. (714) 898-0563. 2. TOP OF ROOT BALL TO BE 1" ABOVE FINISH GRADE 3. 3" HIGH WATER BASIN· SEE SPECIFICATIONS 4. FINISH GRADE 5. BACKFILL MIX· SEE SOILS REPORT 6. PLANTING TABLET· SEE SCHEDULE FOR QUANTITY 7. ROOT BALL 8. NATIVE SUBGRADE 9. 4" DIA. FLEXIBLE PERFORATED DRAIN PIPE ENCIRCLING BASE OF PLANTING PIT. CONNECT TO VERTICAL PIPE. SURROUND PIPE WITH FILTER FABRIC. 10. 4" VERTICAL PERFORATED DRAIN PIPE. CONNECT TO PIPE AT BASE OF PIT AND CAP AT SURFACE. SURROUND PIPE WITH FILTER FABRIC. 4 TREE PLANTING WITH DRAINAGE PLANTING TABLET SCHEDULE GRO-POWER PLANTING TABLETS FOR CONTAINER-GROWN PLANTS 1 GALLON CONTAINER RECEIVES .2-3 TABLETS 3GALLON CONTAINER RECEIVES . 3-6 TABLETS 5GALLON CONTAINER RECEIVES .6-9 TABLETS 7GALLON CONTAINER RECEIVES . 8-10 TABLETS 10GALLON CONTAINER RECEIVES .10-12 TABLETS 15 GALLON CONTAINER RECEIVES .12-15 TABLETS 20"-24" BOX RECEIVES . . . . . . . .14-16 TABLETS 30" BOX RECEIVES . . .16-18 TABLETS 36" BOX RECEIVES 18-20 TABLETS 42" BOX RECEIVES . 20-22 TABLETS 48" BOX RECEIVES 22-24 TABLETS 60"BOX RECEIVES 32-36 TABLETS LARGER SIZES: FOR EACH 1/2" CALIPER USE: 3-4 TABLETS SOD LAWN SOILS ANALYSIS SOD LAWN SHALL BE 'MARA THON IIE' TURF TYPE DWARF FESCUE. AVAILABLE FROM SOUTHLAND SOD FARMS (805) 488-3585. SOIL ANALYSIS SUBMITTED TO THE CITY SHOULD INCLUDE THE FOLLOWING: SOILS REPORT AT THE CONCLUSION OF ROUGH GRADING AN AGRONOMIC SOILS REPORT SHALL BE PREPARED BY THE OWNER AND FURNISHED TO THE CONTRACTOR, AND ALL RECOMMENDATIONS FROM SUCH REPORT SHALL BE INCORPORATED BY THE CONTRACTOR INTO INSTALLATION OF ALL PLANTING AREAS. SOIL MIXTURE SOIL MIXTURE AND ANY AMENDMENT ADDITIVES SHOULD BE PROVIDED FOR BID PURPOSES ONLY. SOIL TEXTURE PERCENTAGE OF ORGANIC MATTER SOIL INFILTRATION RATE (MEASURED OR DERIVED FROM SOIL TEXTURE/ INFILTRATION RATE TABLES) PH AND TOTAL SOLUBLE SAL TS ORGANIC TOP DRESSING ALL PLANTING BEDS TO RECEIVE A LAYER OF ORGANIC TOP DRESSING 'FOREST FLOOR', 0"-2" CUT. • SHRUB AREAS TO RECEIVE: 3" LAYER MINIMUM AVAILABLE FROM: AGUINAGA FERTILIZER (949) 786-9558 2 PLANT TABLET SCHEDULE & NOTES = <i, "' ____ ...._ ____________________________ -+---'---------rn-,m---------------------+---------------------------------+---'------------------------------------15' u.. ..., 0 <I I Cll f-f-a. 0 Wo 0 "' FOR 36" BOX TREES AND LARGER 9 TREE GUYING +++++++++++++++++ 1-+++++++++++++++++ 4 +++++++++++++++++ , 1~n i~n 1.. -~ 1~n i~n 1. .. ~ 1~n i~n 1.. -~ 1~n 1_ .. ~ 1~n 1~n 1~n i~ri 1 ... 111~n LEGEND 1. GROUND COVER PLANT FROM FLA TS OR LINERS 2. 2" DEEP MULCH 3. FINISH GRADE 4. PREPARED BACKFILL· SEE SPECIFICATIONS FOR TYPE AND DEPTH 10 GROUND COVER PLANTING -PLAN LEGEND 1. (3) ¾" BLACK RUBBER HOSE 2. ½ x 6 LONG GALVANIZED STEEL TURNBUCKLE 3. ½2" BRAIDED CABLE W/ ½" x 3' LONG PVC TUBING 4. (3) 'DUCKBILL' EARTH ANCHORS. MFG. BY V.I.T. PRODUCTS (619) 673-1760 5. ROOT BALL NOTE: ATTACH GUYS TO MAJOR TRUNKS ONLY. FOR PLANTING, REFER TO TREE PLANTING DETAIL PREVAILING WIND ..., :3 0 w ..., :3 0 w 12" 12" lb \ - l1 I 1/ I== .,_,_,_~ I FOR 24" BOX TREES OR SMALLER 7 TREE STAKING EDGE OF PAVING SIDEWALK WALL OR CURB 0 X ""' • • "' • • D/ \D • '----:. • D • • • • • LEGEND 1. 'CINCH-TIE' BYV.I.T. CO. (619) 673-1760 2. LODGEPOLE PINE STAKE COPPER NAPHTHENATE IMPREGNATED. 2-1/2" DIA. x 12' LONG FOR 24" BOX AND SMALLER. 3. TOP OF ROOT BALL TO BE 1" ABOVE FINISH GRADE 4. MIN. 18" DIAMETER MULCH ZONE AROUND THE BASE OF EACH TREE IN TURF. 5. FINISH GRADE 6. ROOTBALL NOTE: MINIMUM TWO TIES (TOP & BOTTOM) REQUIRED. USE THIRD TIE WHEN NECESSARY TO HOLD TREE IN UPRIGHT POSITION. TIES TO BE SECURED TO AVOID SLIPPAGE (WRAP STAKE TO FORM FIGURE EIGHT. NAIL W/ (1) GALVANIZED NAIL THROUGH EACH TIE INTO POLE. FOR PLANTING, REFER TO TREE PLANTING DETAIL. .0 . ;, __ --_ .. '1' ,. ~ 2x ROOTBALL DIA. SECTION VIEW SCALE: 1 /2" = 1 '-0" 5' Y. 5' TREE-~t:-=~ TRUNK -----PLANTER -~m:=.J._.'.:::::~:::::::;:~::::=ROOT CONTROL PLAN VIEW NOTTO SCALE LEGEND BARRIER SIDEWALK CURB 1. CONCRETE PAVING -REFER TO PLANS 2. 12" LINEAR ROOT BARRIER. UB12-2 AVAIL. FROM DEEPROOT 800-458-7668 (OR EQUAL) INSTALL WITH TREES 6' FROM ANY HARDSCAPE.REFER TO PLAN ABOVE. 3. ROOTBALL 4. AMENDED BACKFILL MIX 5. NATIVE SUBGRADE NOTES: FOR PLANTING, REFER TO TREE PLANTING DETAIL. FOR STAKING, REFER TO TREE STAKING DETAIL. 3 ROOT CONTROL BARRIER LEGEND 1. APPLY A ONE INCH (1") DIAMETER AMOUNT OF G.E. SILICONC ADHESIVE WITH SIX INCH (6") LONG STAINLESS STEEL WIRE TO SURFACE, TRIANGULAR SPACED LOCATIONS 2. ESPALIER OR VINE -SEE PLANTING PLAN FOR SIZE 3. FENCE OR WALL 1 CONTAINER SIZE 1 GALLON 5 GALLON 15 GALLON 24" BOX 30" BOX 36" BOX 48" BOX A 1 """""""""""""''" """'"""""''"'""" X " X • X • X • • K •• < • < • .. , ...... , .. , .. . .. , ............ . PLAN VIEW PLAN VIEW 1 PLANT PIT SIZING CHART A B WIDTH DEPTH 12" 26" 36" 48" DEPTH OF 54" ROOTBALL 66" 84" FOR BOX TREES 1. PLANT PIT TO BE SQUARE -SEE ABOVE FOR DIMENSIONS 2. ROOTBALL FOR CONTAINER PLANTS 1. PLANT PIT TO BE ROUND -SEE ABOVE FOR DIMENSIONS . 2. ROOT BALL ~ CITY OF CARLSBAD I SHEETS I ll----+----t--------------1----+---+--+------I Ll§_j PLANNING DIVISION 27 ll----+----t--------------1----+---+--+------I _,F----act!t:::~~\ 1t--------t---+--------------t--------+------+--+----< LANDSCAPE IMPROVEMENT PLANS FOR: " ROBERTSON RANCH WEST VILLAGE NOTE: LOCATION PLANTS SPACED EQUAL DISTANCE (D) FROM EACH OTHER AS SHOWN. .....,._ ------~---=--~1 Underground Service Alert 7-31-1, TERRACES MODELS -I< (lj~•/7:'(tp >t CARLSBAD, CA D • AS NOTED ON PLAN 5 VINE PLANTING Call• TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG '"~te-°"'' fl-4'"" PLANTING DETAILS APPROVED: PREPARED BY: SUMMERS/MURPHY & PARTNERS, INC. 11---------i-----+-------------+---+---+--f-------l PLANNING LANDSCAPE ARCHITECTS :=;::::::;==:==~=======~===:::; 34197 COAST HIGHWAY, SUITE 200 DATE INITIAL DWN BY: PROJECT NO. I DRAWING NO. DANA POINT, CALIFORNIA 92629 REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKO BY: --(949) 443-1446 FAX (949) 443-1631 DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: CT 13-03 480-3P ---------------------------------------------------------------------- APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. I. GENERAL SITE PLANNING The Owner shall have a soil analysis made after completion of the rough grading. The Contractor shall incorporate all soil amendments and fertilizers prescribed herein. The soil preparation specified below shall be adjusted according to the analysis, after approval from landscape architect. A. Weed Control for Lawn, Shrub & Ground Cover Areas (Except Slopes) 1 . Remove all existing weeds from surface. Remove all roots of Bermuda-Johnson Grass, etc. and dispose of off site. 2. Install irrigation. 3. Fertilize all shrub/ground cover areas. Apply 10 lbs, of 16-20-0 commercial fertilizer per 1,000 sq. ft. or as directed by soils report. 4. Water all shrub/ground cover areas for three (3) weeks to germinate weed seeds. Apply water at low rate to avoid erosion. 5. Licensed applicator shall apply systemic weed killer to all planting areas per manufacturer's specifications. B. Soil Preparation & Finish Grading 1. Rough grade: Site to be received by Landscape Contractor to within 1/10 foot plus or minus by owner based upon Civil Engineer's grading plan. 2. Finish grade: Finish grading to consist of grading, raking and hand work necessary to achieve desired contour and flow line patterns, based upon Civil Engineer's plans, resulting in evenly finished surfaces free of debris and litter. 3. Spread over all lawn, shrub and ground cover areas, amendments and fertilizer prescribed in soils report. Thoroughly mix into soil to depth to of 6" or more and fine grade. Shape 5. Trim sod to conform to lawn shapes designated in the Planting Plan. 6. After sod is laid, it shall be irrigated thoroughly to provide moisture penetration to at least 6" into prepared soil. 7. All sod in sodded areas shall be handled and laid in a high standard workmanship manner. All ends, joints, and cuts shall fit tightly so that there are no voids and the final appearance is one of a continuous lawn. Sections of sod less than 18" long or 9" wide shall not be used. 8. No sod area will be accepted until approved by the Landscape Architect. F. Hydroseed Turf Hydroseed all areas designated as 'Hydroseeded Turf. See Planting Detail Sheet for type and quality of seed mix, fertilizer and additional amendments. 1. Application a. Equipment: Hydraulic equipment used for the application of the fertilizer, seed, and fiber pulp, shall be of the 'Super Hydro-Seeder' type as approved by the Landscape Architect. This equipment shall have a built-in agitator system and operating capacity sufficientto agitate, suspend, and homogeneously mix a slurry containing not less than 40 lbs. of fiber mulch plus a combination of 7 lbs. fertilizer solids for each 100 gallons of water. The slurry distribution lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic spray nozzles which shall place the slurry tank and spray nozzle within sufficient proximity to be seeded. b. Preparation: The slurry preparation shall take place at the site of work and shall begin by adding water to the tank when the engine is at half throttle. When the water level has reached the heights of the agitator shaft, good circulation shall be established and at this time the seed shall be added. Fertilizer shall then be added, followed by fiber mulch. The f.iber mulch shall be added to the mixture after the seed and when the tank is at least one-third filled with water. All fiber mulch shall be added by the time the tank is two-thirds to three-fourths full. Spraying shall commence immediately when tank is full. c. Application: Apply hydro-mulch in the form of a slurry consisting of wood cellulose fiber, seed, chemical additives, commercial fertilizer and water. When hydraulically sprayed on the soil surgace, the hydromulching shall form a blotter-like ground cover impregnated uniformly with seed and fertilizer and shall allow the absorption of moisture and rain fall and percolation to the underlying soil. Remove construction. Leave site broo.m-clean. mounds as shown on plans. Contractor to import soil necessary to attain design grades and berms, all import soil shall be free of weeds, debris, and have balanced Ph. Smooth and even grading without depressions or high spots, to provide smooth and even surfaces for proper drainage. Final grade shall be 1" below walk/top of curb. Remove from the site all stones over 2" in size. II. GENERAL SLOPE PLANTING 4. Finish grade shall incorporate. positive surface drainage (2% grade in planting areas) away from structures and terminate in an approved drainage system as necesary. C. Planting Plant trees, shrubs and ground cover as called for where indicated on Planting Plan and as detailed on Planting Detail sheet. Substitutions of plants will not be accepted unless approved by Landscape Architect. 1. Ground Cover -Flats and/or Cuttings All plant materials specified as rooted cuttings or flat stock on Planting Plan shall remain in the flats until time of transplanting. The flat soil shall contain sufficient moisture so that soil does not fall apart when lifting plant from flat. Ground cover plants shall not allowed to dry out before or while being planted. Roots shall not be exposed to the air except while actually being planted. Wilted plants will not be accepted. At the time of planting, the soil around each plant shall be firmed sufficiently to force out air pockets. Plants to be planted in triangular spacing as specified O.C. (On Center). All cuttings shall be minimum of 6" long. Install plants in 6" X 6" planting pits. Water immediately after each planting until one inch of water penetration is obtained. Care shall be exercised at all times to protect the plants after planting. Any damage to plants by trampling or other operations of this contract shall be repaired immediately. 2. Shrub & Trees Plant all container-grown plants in planting pits, two (2) times wider and two (2) times deeper than the container, as directed on Planting Detail sheet. Thoroughly mix 1/3 organic backfill (Nitrolized Redwood Shavings or equal) and the amendments specified in the soils analysis with the site soil, prior to backfilling of planting pits. Install Plant Tablets, per the manufacturer's instructions and as detailed on Planting Detail Sheet. Contractor shall construct basins around all trees not in lawn areas; basins shall not exceed top of root ball crown. 3. Top Dressing Top dress all ground cover and shrub areas with 3" thick layer of OGG (Organic Ground Cover), to be specified on all planting plans. 4. Staking Stake all trees as detailed on Planting Detail Sheet. D. Special Backfill Mixes 1. Azaleas -Use 80% coarse Peat Moss, and 20% clean top soil. 2. Camellias & Ferns -Use 50% Peat Moss, 25% Forest Humus and 25% Site Soil 3. Pots and Planters -Use Kellogg's Indoor Planter Mix. E. Sod -See Planting Details Sheet for sod type. 1. Areas shall have a smooth and continual grade between existing or fixed controls, such as: walks, curbs, catch basins. Roll, scarify, rake and level as necessary to obtain true, even soil structure. 2. Apply fertilizers as specified on Planting Detail Sheet and mix into the soil. 3. Sod shall be installed the same day it is delivered. Sod shall not be left on pallets in the hot sun. Contractor shall be responsible for any and all damage to sod not installed on day of delivery. 4. Unroll sod carefully and place in staggered pattern of strips. Sod shall be installed against adjacent strips to eliminate joints and edges. The Owner shall have a soil analysis made after completion of rough grading. The Contractor shall incorporate all soil amendments and fertilizers prescribed herein. The soil preparation specified below shall be adjusted accordingly to the analysis after approval from the landscape architect. A. Planting Preparation 1 . Slope Texturing a. Cut Slopes: These surfaces shall be roughened in a horizontal direction following the contour of the slope. The roughened texture shall be made by hand raking or similar mechanical means. b. Fill Slopes: These surfaces shall be compacted and finished and also roughened in a horizontal direction following the contour of the slope. The roughened texture shall be made by hand raking or similar mechanical means. 2. Weed Eradication Procedures a. Manually remove all existing vegetation and dispose of it off-site. b. Fertilize all planting areas with fertilizer based on Soil Labs recommendations. (See Planting Detail Sheet). Add any and all soil amendments as required, per the soil analysis. Begin watering process to activate fertilizer and additive chemicals. c. Water all planting areas thoroughly and continuously for a period of two (2) consecutive weeks. The Landscape Architect shall approve specific watering duration and frequency program designed to germinate all residual weed seeds. d. Discontinue watering process for two (2) days, then apply recommendation by licensed applicator, if perennial weeds appear on the slopes. If annual weeds appear use straight contact herbicide as per the pest control advisor's recommendations. No water shall be applied for a minimum of four (4) days following application of contact weed killer. e. Allow sufficient period of time to insure that all weeds are dead. f. Water all planting areas thoroughly and continuously for a period of three (3) weeks. A shorter watering period may be permissible at the discretion of the Landscape Architect and/or the pest control advisor. Discontinue the watering process for one (1) day prior to the second application of the herbicide spraying. Re-apply the spraying operation with a straight contact w~ed killer, as per the pest control advisor's recommendations. Allow a minimum of four (4) days without irrigation, for effective final weed kill. g. Clear all desiccated weeds from the slopes to the finished grade. h. Water all planting areas on the regular irrigation controller schedule for three (3) consecutive days prior to the hydroseeding operation. i. Then allow planting area soil surface to dry out for one (1) day only, prior to the hydroseeding application. Care must be taken not to allow the soil surface to be super-saturated with water prior to the hydroseeding installation. At the same time, the soil surface should not be dry. There should be some residual moisture within the first 1 /2" of soil surface. j. Begin the hydroseeding operation in all areas, as specified. 3. Planting Plant trees and shrubs as called out where indivated on Planting Plan and as detailed on Planting Detail Sheet. Substitutions of plants will not be accepted unless approved in writing by Landscape Architect. Install planting tablets as called for in legend. Plant all container grown plants in planting pits two (2) times wider and two (2) times deeper than the container. Thoroughly mix the specified materials found in the soil analysis and those specified in the Planting Detail Sheet, with the site soil, prior to backfilling of planting pits. Underground Service Alert ''Ii' Call• TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG F. Utilities 4. Planting Tablets (See Planting Detail Sheet) 5. Hydroseeding Specifications For Slope Areas Hydroseed mix and mulch shall be amended to suit specific site conditions. Verify hydroseed mix with the Landscape Architect and Soils Report, upon results of the soil analysis. The mix shall be applied to all slope areas directly after the installation of all plant materials as final dressing. See Planting Detail Sheet for type and quantity of seed mix, fertilizer, and additional amendments. 1. The Contractor shall be responsible for verifying the location of all underground utility lines prior to any construction, so that proper precautions may be taken not to damage such lines and plant locations, promptly notify the Landscape Architect who will arrange for relocation of one or the other. Failure to follow this procedure places upon the Contractor the responsibility for, at his own expense, making any and all repairs for damages resulting from his work. 6. Application G. Existing Trees Refer to Hydroseed Lawn Notes for hydroseed application. 1 . Contractor is to insure the preservation of any existing trees on the site. Damage or loss of these trees will result in replacement of equal size by the Landscape Contractor. Ill. GENERAL NOTES H. See Planting Detail Sheet for additional notes. A. Clean-Up 1. After all installation operations have been completed, remove all rubbish, excess soil, empty plant container and trash from the site daily. All scars, ruts or other marks in the area caused by this work shall be repaired and the groundleft in a neat, orderly condition. Leave site in broom-clean condition at the end of each working day. Hose down all paved areas, including walks and patios, upon completion of all work. B. Maintenance 1. The Contractor shall maintain during installation a sufficient number of men and adequate equipment to perform the work herein specified. Plant maintenance work shall consist of applying water, weeding, caring of plants, including ground covers, shrubs, vines and trees, edging and mowing lawns, fertilizing, control of pests and diseases, and maintaining walks free of debris and dirt. Upon completion of each area of installation, the Contractor, Landscape Architect and Owner shall conduct an inspection of completed area, along with the Owner's maintenance representative. At this time, a list of corrections, if any, shall be made which are the responsibility of the Contractor. 2. After all work has been completed, inspected and accepted, all areas will be maintained for a period of ninety (90) calendar days or as long as is necessary to establish thriving trees, shrubs, turf, and ground cover without bare spots. 3. Keep all areas weed-free, adequately watered, and neatly cultivated for the ninety (90) day period. Remove all debris from site and keep the entire site broom-clean. Mow turf areas weekly. Hydroseeded turf areas shall be irrigated after the slurry mulch has been applied and allowed to set for one (1) day. The soil surface must be kept moist at all times during the germination period to avoid desiccation of seedlings. 4. Re-seed all bare spots in turf areas at two (2) week intervals and maintain until an even stand of turf, without bare spots, is obtained. Re-seed all slope areas that fail to germinate evenly. Repair all eroded surfaces at no cost to the Owner. 5. Damage to any planted area shall be repaired immediately. Depressions caused by vehicles or foot traffic shall be filled with topsoil, leveled and replanted. Exterminate gophers, moles and repair damage. 6. The project shall be so cared for that a neat, clean condition will be presented at all times to the satisfaction of the Owner and Landscape Architect. The Landscape Contractor shall be expected to make a minimum of one weekly visit for maintenance purposes. 7. At the end of the maintenance period, all areas that have been planted shall be fertilized with commercial fertilizer, analysis and rate of application shall be per the soils report. 8. The Contractor shall request a final site visit seven (7) days prior to the end of the maintenance period. This request shall be written and directed to the Owner and the Landscape Architect. Upon written acceptance of the project, the Contractor shall be relieved of any further maintenance. C. Guarantee All turf, hand-planted and hydroseeded ground cover, and shrubs shall be guaranteed to live and grow to a period of ninety (90) days after installation and acceptance by the Owner. Trees shall be guaranteed for one year. Any material that fails to grow through the specified maintenance and guarantee period shall be replaced by the Contractor at no cost to the Owner. D. Observation 1. Observation visits specified herein shall be made by the Landscape Architect or his representative. The Contractor shall request observation at least two (2) working days in advance of the time that the observation is requested. 2. Observation visits are suggested for the following parts of the work: a. Upon completion of grading and soil conditioning prior to planting. b. When trees are spotted for planting, but before planting holes are excavated. c. Written acceptance of the project to release the Contractor from further maintenance shall occur after Final Observation with the Owner or his representative at the end of the maintenance period. E. Verification of Dimensions 1. All scaled dimensions are approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions and quantities, and shall immediately notify the Landscape Architect of any discrepancy between the drawings and/or specifications and actual conditions. No work shall be done in any area where there is such a discrepancy until approval for same has been given by the Landscape Architect. fsHml CITY OF CARLSBAD fSHills1 lf---+---f------------------+---+---f-----,,----------J Ll§_j PLANNING DIVISION l__1LJ :=L=A=N==os==c==A~P~E;::IM==::=PR==o==v=E==M::::E==N==T==P==LA==N==s==F==o==R==,====="-'====; ROBERTSON RANCH WEST VILLAGE TERRACES MODELS CARLSBAD, CA PLANTING SPECIFICATIONS APPROVED: PREPARED BY: SUMMERS/MURPHY & PARTNERS, INC. lf--------t----+----------------t-------t----+--r--------1 ~P~LA~N~Nl~NG====;-;==~·~~~=~~~~ LANDSCAPE ARCHITECTS OWN BY: l ___ P_R-OJ_E_C_T_N_O_. __ I DRAWING NO. 34197 COAST HIGHWAY, SUITE 200 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: DANA POINT, CALIFORNIA 92629 REVISION DESCRIPTION R D BY CT 13-03 480-3P (949) 443-1446 FAX (949) 443-1631 DESIGNER OF WORK OTHERAPPROVAL CITY APPROVAL VW : APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. REQUIREMENTS FOR POOL SAFETY Title 24, Part 2, CBC Section 3109.4.4 outlines swimming pool barrier requirements to help prevent accidental drowning. The requirements apply to all new pools and spas built in the State. The CBC now requires a physical barrier to completely separate a pool from a house as well as from neighboring properties. This handout is intended to inform owners and contractors of the various options available when considering the appropriate barrier. All elements of the barrier must be installed, inspected and approved prior to plastering of filling the pool with water. Pool barriers must meet city zoning setback requirements. Definitions 3109.4.4 Private swimming pools (statewide). These standards become applicable commencing January 1, 1998, to a private, single-family home for which a construction permit for a new swimming pool has been issued on or after January 1, 1998. Definitions, as used in this division, the following items have the following meanings: APPROVED SAFETY POOL COVER means a manually or power-operated safety pool cover that meets all of the performance standards of the American Society for Testing Material (ASTM), in compliance with Standard F 1346-91. ENCLOSURE means a fence, wall or other barrier that isolates a swimming pool from access to the home. EXIT ALARMS means devices that make audible, continuous alarm sounds when door or window that permits access from the residence to the pool area that is without any intervening enclosure, is opened or is left ajar. Exit alarms may be battery operated or may be connected to the electrical wiring of the building. PUBLIC SWIMMING POOL means a swimming pool operated for the use of the general public with or without charge, or for the use of the members and guests of a private club. Public swimming pool does not include a swimming pool located on the grounds of a private single-family home. 3. The pool shall be equipped with an approved safety pool cover that meets all requirements of the ASTM Specifications F 1346. 4. The residence shall be equipped with exit alarms on those doors providing direct access to the pool. SWIMMING POOL or POOL means any structure intended for swimming or recreational bathing that contains water over 18 inches deep. Swimming pool includes in-ground and above-ground structures and includes, but is not limited to, hot tubs, spas, portable spas and nonportable wading pools. Construction permit; safety features required. Commencing January 1, 2007, except as provided in Section 3109.4.4.5, whenever a building permit is issued for construction of a new swimming pool or spa or any building permit is issued for remodeling of an existing pool or spa, at a private, single-family home, it shall be equipped with at least one of the following seven drowning prevention safety features: 1. The pool shall be isolated from access to a home by an enclosure that meets the requirements of Section 3109.4.4.3. 2. The pool shall incorporate removable mesh pool fencing that meets American Society for Testing and Materials (ASTM) Specifications F 2286 standards in conjunction with a gate that is self-closing and self-latching and can accommodate a key lockable device. 5. All doors providing direct access from the home to the swimming pool shall be equipped with a self- closing, self-latching device with a release mechanism placed no lower than 54 inches above the floor. 6. · Swimming pool alarms that when placed in pools, will sound upon detection of accidental or unauthorized entrance into the water. These pool alarms shall meet and be independently certified to the ASTM Standard F 2208 "Standards Specification for Pool Alarms" which includes surface motion, pressure, sonar, laser and infrared type alarms. For purposed of this article, "swimming pool alarms" shall not include swimming protection alarm devices designed for individual use, such as an alarm attached to a child that sounds when the child exceeds a certain distance or becomes submerged inwater. 7. Other means of protection, if the degree of protection afforded is equal to or greater than that afforded by any of the devices set forth in items 1- 4, and have been independently verified by an approved testing laboratory as meeting standards for those devices established by the ASTM or the American Society of Testing Mechanical Engineers (ASME). Prior to the issuance of any final approval for the completion of permitted construction or remodeling work, the local building code official shall inspect the drowning safety prevention devices required by this act and if no violations are found, shall give final approval. Enclosure; required characteristics. An enclosure shall have all of the following characteristics: 1. Any access gates through the enclosure open away from the swimming pool and are self-closing with a self-latching device placed no lower than 60 inches above the ground. 2. A minimum height of 60 inches. 3. A maximum vertical clearance from the ground to the bottom of the enclosure of 2 inches. 4. Gaps or voids, if any, do not allow passage of a sphere equal to or greater than 4 inches in diameter. Underground Service Alert ~ Call• TOLL FREE 1·800 422-4133 TWO WORKING DAYS BEFORE YOU DIG 5. An outside surface free of protrusions, cavities or other physical characteristics that would serve as handholds or footholds that could enable a child below the age of five years to climb over. Agreements to build; notice of provisions. Any person entering into an agreement to build a swimming pool or spa, or to engage in permitted work on a pool or spa covered by this article, shall give the consumer notice of the requirements of this article. Pursuant to existing law; the Department of Health Services shall have available on the department's web site, commencing January 1, 2007, approved pool safety information available for consumers to download. Pool contractors are encouraged to share this information with consumers regarding the potential dangers a pool or spa poses toddlers. Additionally, pool contractors may provide the consumer with swimming ·pool safety materials produced from organizations such as the United States Consumer Product Safety Commission, Drowning Prevention Foundation, California Coalition for Children's Safety & Health, Safe Kids Worldwide, Association of Pool and Spa Professionals, or the American Academy of Pediatrics. Exempt facilities. The requirements of this article shall not apply to any of the following: 1. Public swimming pools. 2. Hot tubs or spas with locking safety covers that comply with the American Society for Testing Materials Emergency Performance Specification (ASTM ES 13-89) 3. Any pool within the jurisdiction of any political subdivision that adopts an ordinance for swimming peal safety that includes requirements that are at least as stringent as this division. 4. An apartment complex or any residential setting other than a single-family home. ANTI-ENTRAPMENT REQUIREMENTS 3109.4.4.8 Construction requirements for building a pool or spa. Whenever a building permit is issued for the construction of a new swimming pool or spa, the pool or spa shall meet all of the following requirements: 1. The suction outlet of the pool or spa for which the permit is issued shall be equipped to provide circulation throughout the pool or spa as prescribed in paragraph 2. 2. The swimming pool or spa shall have at least two circulation drains per pump that shall be hydraulically balanced and symmetrically plumbed through one or more "T" fittings, and that are separated by a distance of at least three feet in any dimension between the drains. Suction outlets that are less than 12 inches across shall be covered with anti-entrapment grates, as specified in the ASME/ANSI Standard A 112.19.8, that cannot be removed except with the use of tools. Slots of openings in the grates or similar protective devices shall be of a shape, area and arrangement that would prevent physical entrapment and would pose any suction hazard tobathers. 3. Any backup safety system that an owner of a new swimming pool or spa may choose to install in addition to the requirements set forth in subdivision (1) and (2) shall meet the standards as published in the document, "Guidelines for Entrapment Hazards: Making Pools and Spas Safer," Publication Number 363, March 2005, United States Consumer Products Safety Commission. 4. Whenever a building permit is for the remodel or modification of any existing swimming pool, toddler, pool or spa, the permit shall require that the suction outlet of the existing swimming pool, toddler pool or spa be upgraded so as to be equipped with an anti-entrapment cover meeting current standards of the American Society for Testing and Materials (ASTM) or the American Society of Mechanical Engineers (ASME). Entrapment avoidance. Suction outlets shall be designed to produce circulation throughout the pool or spa. Single- outlet systems, such as automatic vacuum cleaner systems, or other such multiple suction outlets whether isolated by valves or otherwise shall be protected against user entrapment. Suction fittings. All pool and spa suction outlets shall be provided with a cover that conforms to ASME A 112.19.8M, a 12-inch by 12-inch drain grate or larger, or an approved channel drain system. Exception: Surface skimmers. Atmospheric vacuum relief system required. All pool and spa single-or multiple-outlet circulation systems shall be equipped with an atmospheric vacuum relief should grate covers located therein become missing or broken. Such vacuum relief systems shall include at least one approved or engineered method of the type specified herein, as follows: 1. Safety vacuum release systems conforming to ASME A 112.19.17; or 2. Approved gravity drainage system. Dual drain separation. Single-or multiple-pump circulation systems shall be provided with a minimum of two suction outlets of the approved type. A minimum horizontal or vertical distance of 3 feet (914 mm) shall separate such outlets. These suction outlets shall be piped so that water is drawn through them simultaneously through a vacuum- relief-protected Ii ne to the pump or pumps. Pool cleaner fittings. Where provided, vacuum or pressure clean fitting(s) shall be located in an accessible position(s) at least 6 inches and not greater than 12 inches below the minimum operational water level or as an attachment to the skimmer(s). lt-------t---+-----------------1--+---+----+--____j w CITY P9N~NG ~11s~~s BAD LliJ PREPARED BY: LANDSCAPE IMPROVEMENT PLANS FOR: ROBERTSON RANCH WEST VILLAGE TERRACES MODELS CARLSBAD,CA POO_SAFETY NOTES SUMMERS/MURPHY & PARTNERS, INC. lt-----t----+-------------+----1-----1---1---------..j PLANNING LANDSCAPE ARCHITECTS ~~~===::;-;::========;-;===~ 34197 COAST HIGHWAY, SUITE 200 DATE INITIAL DWN BY: I PROJECT NO. I DRAWING NO. DANA POINT, CALIFORNIA 92629 DATE INITIAL DATE INITIAL CHKD BY: __ _ DESIGNER OF WORK REVISION DESCRIPTION (949) 443-1446 FAX (949) 443-1631 OTHERAPPROVAL CITY APPROVAL RVWD BY: CT 13-03 480-3P