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Home My WebLink AboutDWG 532-7L; CDP 2020-0003; CROWLEY RESIDENCE; 01-19PROJECT INFORMATION OWNER LEGAL DESCRIPTION HIGHLAND HILL PROPERTIES LLC OR ASSIGNEE($) 4367 HIGHLAND DR CARLSBAD, CA 92008 PARCEL A IN CERITFICATE OF COMPLIANCE DOCUMENT 2018-0211944 RECORDED MAY 25, 2018 IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, AUGUST 7, 1989 AND DOCUMENT 2018-481209, RECORDED NOVEMBER 19, 2018 IN SAID OFFICE OF THE COUNTY RECORDER. SITE ADDRESS BUILDING HEIGHT: 4367 HIGHLAND DR CARLSBAD, CA 92008 24 FT FLAT, 30 FT WITH MIN. 3:12 ROOF NUMBER OF STORIES: A.P.N. 2 stories PARKING 206-180-46-00 206-180-20-00 206-180-53-00 ZONE R-1-15000 PARKING REQUIRED 2 SPACES PARKING PROVIDED 10 SPACES LOT SIZE 50,192s1 SCOPE OF WORK YEAR BUIILT 2005 • REMODEL AND ADDITION TO MAIN RESIDENCE • REMOVAL OF ALL EXISTING SECONDARY HOUSE ON LOT • RE-ROOF ENTIRE RESIDENCE AND CASITA • UNDERGROUND ELECTRICAL SERVICE CONSULTANTS ARCHITECTS DON L. LOONEY 2945 HARDING STREET #211 CARLSBAD.CA 92008 PH: 760-434-7966 CONTACT: DON LOONEY LANDSCAPE ARCHITECT TCLA STUDIO 34202 SEPULVEDA AVE CAPISTRANO BEACH, CA 92624 PH:949-248-5404 CONTACT: THERESA CLARK GENERAL CONTRACTOR DAVID TAYLOR DEVELOPMENT 2371 BUENA VISTA CIRCLE CARLSBAD, CA 92008 PH: 858-259-8212 CONTACT: WILL MACK GEOTECHNICAL ENGINEERS GEOSOILS INC 5741 PALMER WAY CARLSBAD, CA 92010 PH: 760-438-3155 CONTACT: ROBERT CRISMAN CIVIL ENGINEER PASCO LARET SUITER & ASSOCIATES 3535 N HWY 101 STE A SOLANA BEACH, CA 92075 PHONE: 858-259-8212 CONTACT: WILL MACK STRUCTURAL ENGINEER AM ENGINEERS 325 W THIRD ST. STE 205 ESCONDIDO, CA 92025 PHONE: 760-741-7306 CONTACT: AHMAD MIRAFTAB MECHANICAL ENGINEER PRO ENGINEERINGCONSUL TNG, INC 1057 SYCAMORE AVE VISTA,, CA 92018 PHONE: 708-220-8607 CONTACT: KYLE SUSSMAN rowe 43(57 VICINITY CITY OF PACIFIC OCE,\N OCEANSIDE Highland MAP NOT TO SCALE OF VISTA J CITY OF ENCINITAS KEY MAP II es1 ence DRAWING INDEX: Sheet# TCLA Sheet# Sheet Name 1 I L 1.0 Title Sheet Drive Carlsbad 2 L 1.1 Material Layout Plan 3 L1.2 Material Layout Plan ------ 4 L1.3 Hardscape Details ----. ""'---. --------------------- 5 L1.4 Hardscape Details ---------- 6 L1.5 Hardscape Details 7 L1.6 ' Hardscape Details ! ' I 8 i L1.7 Hardscape Details I ----- 9 L1.8 Hardscape Details 10 L1.9 Hardscape Specifications ------ 11 L2.1 Planting Plan LOCATION MAP 12 L2.2 Planting Plan --;------ J-.AA. PACIFIC REFER TO SHEETS 1,11 AND 15 REFER TO SHEETS 2, 12 AND 16 NO: TO SCAiS 13 L2.3 Planting Details 14 L2.4 ' Planting Specifications ' 15 ! L3.1 ! Irrigation Plan 16 L3.2 i Irrigation Plan 17 L3.3 i Irrigation Details 18 L3.4 ' Hydrozones and WELO 19 L3.5 Irrigation Specifications DECLARATION OF RESPONSIBLE CHARGE: / HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, FIAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6 703 OF THE BUSINESS ANO PROFESSIONS CODE ANO THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH AND QUALITY IS CONFINED TO A REVIEW ONLY ANO DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HA VE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVA T/ON PLAN, FIRE PROTECTION PLAN, ANO ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. B(//~efl PHONE NO: ( 949 ) DATE: 248-5404 REG!STRA TION NO: -~3~32~7 ___ EXP/RATION DA TE: 6-30-22 WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND /RR/GA TION 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 REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. BY: fl <' {/4.,--- ,,/,J'AJ ~ DATE: / PHONE NO: 855-6413 REG!STRA TION NO: __ 1_8_3_3 ___ EXP/RATION DA TE: 2-28-23 BACKFLOW PREVENTER TESTING: ALL BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER ANO RESULTS MUST BE GIVEN TO THE CITY AND THE WATER DISTRICT. CALL (760) 438-2722 TO OBTAIN APPROVED CONTRACT BACKFLOW TESTERS. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". INSPECTION PROCEDURES: INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIF/CATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITT ALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "CERT/FICA TION OF COMPLETION" FORM. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "FINAL CERT/FICA TION OF COMPLETION" EMAIL TO BP@OUGMOREDESIGNSTUDIO.COM LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 436 7327 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. N_QT.E.:_ A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND !RR/GA TION ONLY. 11.0 Title Sheet 34202 Sepulveda Avenue Capistrano Reach, CA 92624 pho 9.49.248.5404 fox 949.2.dD.9790 THIS DRAWIIIG AS AN IIISTHUMENT Of SERVICES IS THf PROPEIITY OF ll!E I.AMIISu\PEARCIIIT£CT /1110 MAY NOT BE REPRODU[EO IN All'/ FORM Wmtatrr THE LANDSCAPE ,mHITECT'S WRITTEII l'HM!SS!ON A.Nil UNmS THE CARRUS TIU LANDSCAPE ARCHITEU'S MAM[ Alt DESIGN OSMATION SHOWII ON TttE DR~WlNG ARE fOR THE SO!f USE lf!ED PROJECT OMlY Al!D SHAll NOT BE Oll!ERWISE usrn EXfiESS PRIOR WRITTEN PERMISSION Of lHE lAl!DSCAl'E 'Nl:lim OIMEIISION SHALL HAVE PREaDENtE OVER SCAlE!l lllMENSION, (Olf1RACTOR!Sl sttm VERIPI A~O 8E RESPONS!BLE FOR Alt O!MENSWMS .um CONDIH NS O!t THE JOB. THE U.~DSUPE ARCIIITECflS 10 RE !NfORMED OF ANYVARIATI0/1~ FROM THE D!MEMSIIHIS MID CONIIITIOHS SHOWN OH T!IE DRAWING'S. fXJSTIH6 COIIOlT!O!tS ANO lOCAllONS Of ~TIUTIES HA~E IIOT BEEN mmm IIIDEPENDEIITlY. !T SHAll BETHE aESPONSIBlllTY OF !OE to~TRACTOR!S) BEFORE BEGllffllNG WORK TO llOOMlN[ THE ma LOCATION OFAU E4"SEM!NTS IJIDEXISTING IITillllES. THE CONiRACJoa!Sl SHAU BE RESPON)IBI.E fOR SECURING All PERMITS AND ENGINEERl!I~ REtlUIRHI WHICII IS NOT !N{lUDED IN mm DRAWlfiGS. CM~ STRUCTURAL, MICHAlllCAl CNGINHRING, GRADING ANO DRAl!IAGE BY ornm SHOP DRAWINGS MIIST Bf SUBMITTED TO THE lANDSUPE ARCHITECT FOi! REVIEW BEFORE PROCEEDING Wlnl FABRICATION. TIIER!:Sil CLARK LAIIDSCAPE ARCHITTU APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE t------+----+-------------1----1---!---~----i I SHE1ET I CITY OF CARLSBAD ~9 ~=='-=====P::::L=:A::N::::N::::IN:::G:::D:::l::Vl:::Sl:::O:::N===:::..'~==~ .------------1-----l----l-----------------l---_.__--1---L--J LANDSCAPE IMPROVEMENT PLANS FOR: DI RT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Crowley Residence 4367 Highland Drive Carlsbad, CA 92008 l----+---+-----------------1-----1-----l----+-----I I APPROVED~~ i---+--+----------------1-----+--+----l---l ;:';:P~LA~N:::Nl~NG~==::::;-;::~=======::::;-;====~ g~~D B~~: --LPC25~f-<tlo~~· D5RA3W71N~2NLO. DATE INITIAL DESIGNER OF WORK Expiration Dote: 6.30-2022 REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DA TE INITIAL CITY APPROVAL RVWD BY: I 11 NFW RErlA!NlNG W;ri(L UEk ! SH?iJCTl)f?l1 __ CI\L1ULA nONl5 i , . L I : INSTALL /?!P F?i1,c C!VERGY 1)/SS/PA i NO / BA::J<iNG, Tf~ /. 1' '1pr--p s·o•r/c;n i) __ ,1:,11 4'Y!' ! I [.,\ ),,~'..! ,. ,I_) , /\, 1 1 iji'S21;, I / ,\/J.CJO l ! no.1j / / / JNdTALL RIF/ RAP 0,;ERCY - DifS/e;, rL~1/ j N{). / ,SAOON(;, T=:·1.i' eE.R SDR~b D--40,/ -4'X2' I . , I HARDSCAPE LEGEND PAVING SYM ITEM MAitRIAI / COi OR A GUEST PARKING PERMEABLE CONCRETE PAVERS/ B GUEST ENTRY WALK TERRACOTTA TILE/RED PAREFEUILLES C GARDENER ACCESS 3/8"-1/4" CRUSH STONE/COYOTE GOLD D GUEST PATIO SOUTH CUT STONE/HERITAGE COLLECTION-VERNET E GUEST CENTRAL PATIO 3/8"-1/4" CRUSH STONE/COYOTE GOLD F CENTRAL PATIO CAP CUT STONE/SOUTHERN BUFF G DECORATIVE PAVING INSET -SEE DETAIL CUT STONE/HERITAGE COLLECTION-VERNET H MAIN HOUSE COURTYARD BAND CUT STONE/SOUTHERN BUFF I MAIN HOUSE COURTYARD FIELD TERRACOTTA TILE/RED PAREFEUILLES J MAIN HOUSE COURTYARD INSET PEBBLE/ K STONE DRAIN WATER JET STONE/SOUTHERN BUFF L EAST WALK COLOR CONCRETE/MESA BEIGE M HEADER ALUMINUM/BLACK N MAIN DRIVE ENTRY COLOR CONCRETE/MESA BEIGE 0 GA TE CHANNEL COLOR CONCRETE/MESA BEIGE P TRASH ENCLOSURE CONCRETE/NA TUR AL Q MAIN HOUSE ENTRY CUT STONE/HERITAGE COLLECTION-VERNET R BEDROOM 2 PATIO TERRACOTTA TILE/RED PAREfEUILLES S BEDROOM 1 PATIO TERRACOTTA TILE/REO PAREFEUILLES T GREAT ROOM COURTYARD CUT STONE/HERITAGE COLLECTION-VERNET U GREAT ROOM INSET 3• BEACH PEBBLE ON MESH/I.A PAZ V GREAT ROOM BAND TERRACOTTA TILE/RED PAREFEUILLES W GARAGE BALCONY TERRACOTTA TILE/RED PAREFEUILLES X BALL COURT COLOR CONCRETE/MESA BEIGE Y GAME ROOM ENTRY CUT STONE/HERITAGE COLLECTION-VERNET Z DOG RUN 3/8"-1/4" CRUSH STONE/COYOTE GOLD a CATERER ACCESS PERMEABLE CONCRETE PAVERS/ b GYM PATIO TERRACOTTA TILE/RED PAREFEUILLES c GUEST #2 PATIO ANO STEPSTONES TERRACOTTA TILE/RED PAREFEUILLES d POOL BATH TERRACOTTA TILE/REO PAREFEUILLES e OVERLOOK TERRACOTTA TILE/REO PAREFEUILLES f BOCCE COURT DECOMPOSED GRANITE/COYOTE GOLD g BOCCE SURROUND PERMEABLE CONCRETE PAVERS/ h GREAT ROOM TERRACE CUT STONE/HERITAGE COLLECTION-VERNET I GREAT ROOM STEP STONE SANDSET CUT STONE/SOUTHERN BUFF J OLIVE TREE MULCH 3/8"-1/4" CRUSH STONE/COYOTE GOLD k DINING TERRACE CUT STONE/HERITAGE COLLECTION-VERNET DINING TERRACE INSET TERRACOTTA TILE/RED PAREFEUILLES m MASTER STEPSTONE CUT STONE/HERITAGE COLLECTION-VERNET n NATURAL STEP STONE SANDSET CUT STONE/SOUTHERN BUFF o GUEST THRESHOLD PER ARCHITECT p q r • t u V w X y MAIN DRIVEWAY BAND GREAT ROOM BAND UPPER GUEST PATIO MAIN DRIVE \'llNE CELLAR ENTRY ACCESS PATH LIFT ENTRY GUEST ACCESS PATH COLOR CONCRETE/MESA BEIGE CUT STONE/ TERRACOTTA TILE/REO PAREFEUILLES PORPHYRY COBBLE/ CUT STONE/HERITAGE COLLECTION-VERNET DECOMPOSED GRANITE/COYOTE GOLD CUT STONE/HERITAGE COLLECTION-VERNET TERRACOTTA TILE/RED PAREFEUILLES FINISH NATURAL NATURAL NATURAL CHATTED NATURAL SEEDED AGGREGATE SEEDEO AGGREGATE TOPCAST 5 BROOM NATURAL NATURAL NATURAL NATURAL NATURAL TOPCAST 5 NATURAL NATURAL NATURAL NATURAL NATURAL NATURAL CHATTED NATURAL NATURAL CHATTED SEEDED AGGREGATE NATURAL NATURAL NATURAL NATURAL SOURCE BEL MBS KRC EXQ KRC MBS EXQ MBS MBS MBS EXQ MBS MBS EXQ us MBS MBS EXQ KRC BEL MBS MBS MBS MBS KRC BEL EXQ MBS KRC EXQ MBS EXQ MBS MBS MBS EXQ KRC EXQ MBS PFRMEABl E PER IMP PER IMP PER IMP IMP IMP IMP IMP PER IMP IMP IMP IMP IMP IMP IMP IMP IMP IMP IMP IMP IMP PER PER IMP IMP IMP IMP PER PER IMP PER PER IMP IMP PER PER IMP IMP IMP IMP IMP PER IMP IMP NOTF Sht.114 1 Sht.#4 8 Sht,14 10 Sht.#4 7 Sht,14 10 Sh\.#4 7 Sht.#4 7 Sht.#4 7 Sh\,#4 8 Sht.#4 6 Shl.#4 4 Sht.#4 11 Sh\.#4 3 Sht.#4 3 Sht.#4 5 Sht.#4 7 Sht.#4 8 Sht.#4 8 Shl.#4 7 Sht.#4 6 Sht.#4 8 Sht.#4 8 Sht.#4 4 Sht.#4 7 Sht,14 10 Sht.#4 2 Sht.#4 8 Sht.#4 8 Sht.#4 8 Sht.#4 8 Sht,14 12 Sh\#4 12 Sht.#4 7 Sht.#4 9 Sh\#4 10 Sht.#4 7 Sht.#4 8 Sht.#4 9 Sht.#4 9 Sht.#4 3 Sht.#4 7 Sht.#4 8 Sht.#4 7 Sht.#4 10 Sht.{14 7 Sht.#4 8 --.~::--·-"· <:t VERTICAL ELEMENlS SYM itEM ,----;, --,---s . , AA GUEST ENTRY DRIVE PILASTER BB GUEST ENTRY ORIVE GATE CC RAISED VEGETABLE BEOS DD PERIMETER WALL EAST 42"H AND CAP EE TERRACED PLANTER WALL ANO CAP FF GARDENER ACCESS STAIR GG CENTRAL PATIO STAIR HH CENTRAL PATIO PLINTH II CENTRAL PATIO PILASTER JJ CENTRAL PATIO WALL KK GUEST ENTRY STAIR LL GUEST ENTRY PLANTER WALL MM WATER CHANNEL -SEE DETAIL NN GUEST ENTRY WALL 00 EAST PLANTER WALLS PP EAST STAIR QQ TRASH ENCLOSURE WALL RR RETAINING WALL NORTH SS BEDROOM 2 PLANTER WALL TT BEDROOM 2 TREWS UU BEDROOM 2 STAIR W GREAT ROOM COURTYARD FOUNTAIN WW GARAGE STAIR XX DOG RUN FENCE AND GA TE YY NORTH FENCE ZZ SOUTH RAILING ZA SOUTH RETAINING WALL ZB SCUTH PLANTER WALL ZC BOCCE COURT WALL ZO OVERLOOK STAIR ZE FIREPIT ZF FIRE TREWS ZG GARDEN STAIR ZH GREAT ROOM FIREPLACE ZI GREAT ROOM BBQ ZJ GREAT ROOM STAIR ZK MASTER FOUNTAIN ZL MASTER ST AIR ZM GREAT ROOM COURTYARD STAIR ZN MAIN DRIVEWAY GATE 20 MAIN DRIVEWAY PILASTER ZP \'llNDSCREEN WALL ZQ DECORATIVE CONTAINER ZR GREAT ROOM TRELLIS ZS DINING TERRACE WATER fEA TURE ZT MASTER GARDEN LA mcE WALL ZU GUEST ENTRY TREWS ZV GREAT ROOM STAIR WAU. ZW GUEST LAWN STAIR ZX DINING TERRACE STAIR ZY EXISTING WATER FEATURE WALL YA GUEST ENlRY PILASTER CAP YB EAST WALK GA TE YC EAST WALK PILASTER YD EAST WALK PILASTER CAP YE HOUSE TERRACED PLANTER WALL YF BEDROOM 2 BENCH YG PACKAGE DROP YH SECURITY FENCE 5'H YI LOWER "1NEYARD FENCE YJ LOWER VINEYARD GATE YK GUEST DRIVE ENTRY PILASTER CAP YL MAIN DRIVEWAY PILASTER CAP YM TRASH ACCESS STAIR YN GUEST ENTRY PILASTER YO FIREPIT GLASS RAIL -42"H YP GUEST CENTRAL IRON TREWS YQ GUEST CENTRAL GATE-42"H YR GUEST ACCESS GATE-42"H YS UTILITY GATE-42"H YT NORlH PROPERTY LINE FENCE CMU, STUCCO/MATCH ARCH WOOD/ REDWOOD/NATURAL FINISH SOIJRCF MATCH ARCH CMU, STUCCO, BRICK/MATCH ARCH, CHESAPEAKE MATCH ARCH,NATURAL MBS CMU, STUCCO/MATCH ARCH MATCH ARCH TERRACOTTA/RED PAREFEUILLES TERRACOTTA/REC PAREFEUILLES CMU, LEDGERSTONE/OSAGE GOLD CMU, LEDGERSTONE/OSAGE GOLD CMU, LEDGERSTONE/OSAGE GOLD s• STONE SLAB/SOUlHERN BUFF CMU, LEDGERSTONE/OSAGE GOLD SEE DETAIL CMU, STUCCO/MATCH ARCH CMU, STUCCO/MATCH ARCH TERRACOTTA/REC PAREFEUILLES CMU, STUCCO/MATCH ARCH CMU, STUCCO/MATCH ARCH CMU, LEOGERSTONE/OSAGE GOLD IRON/OIL RUBBED BRONZE BRICK/CHESAPEAKE SEE DETAIL PER ARCHITECT IRON/OIL RUBBED BRONZE IRON/OIL RUBBED BRONZE GLASS, SS U-CHANNEL/ CMU, STUCCO/MATCH ARCH CMU, STUCCO/MATCH ARCH PRESSURE TREA TEO LANDSCAPE TIE/NA TUR AL TERRACOTTA/RED PAREFEUILLES SEE DETAIL IRON/OIL RUBBED BRONZE PRECAST CONCRETE/MESA BEIGE PER ARCHITECT PER ARCHITECT CUT STONE/HERITAGE COLLECTION-VERNET SEE DETAIL s• STONE SLAB/SOUTHERN BUFF CUT STONE/HERITAGE COLLECTION-VERNET WOOD/ CMU, STUCCO/MATCH ARCH CMU, STUCCO, GLASS/ lBS IRON/OIL RUBBED BRONZE SEE DETAIL SEE DETAIL IRON/OIL RUBBED BRONZE CMU, LEDGERSTONE/OSAGE GOLD BRICK/CHESAPEAKE CUT STONE/SOUlHERN BUFF STONE VENEER/OSAGE GOLD BRICK/CHESAPEAKE WOOD/ CMU, STUCCO/MATCH ARCH BRICK/CHESAPEAKE CMU, STONE VENEER/OSAGE GOLD CMU, STONE VENEER/OSAGE GOLD SEE DETAIL IRON/OIL RUBBED BRONZE WOOD, WOVEN \'llRE/NA TURAL. BLACK WOOD, WOVEN \'llRE/NA TURAL. BLACK BRICK/CHESAPEAKE BRICK/CHESAPEAKE PRECAST CONCRETE/MESA BEIGE CMU, STUCCO/MATCH ARCH GLASS, U-CHANNEL/ IRON/OIL RUBBED BRONZE ANTIQUE GARDEN GA TE/RECLAIMEO -BY OWNER WOOD/ WOOD/ WOOD NA'TURAL NATURAL NATURAL NATURAL NATURAL CHATTED NATURAL MATCH ARCH MATCH ARCH NATURAL MATCH ARCH MATCH ARCH NATURAL PAINTED NATURAL PAINTED PAINTED MATCH ARCH MATCH ARCH NATURAL PAINTED CHATTED MATCH ARCH MATCH ARCH PAINTED PAINTED NATURAL NATURAL NATURAL NATURAL NATURAL MATCH ARCH NATURAL NATURAL NATURAL PAINTED NATURAL NATURAL MATCH ARCH PAINTED MBS MBS MBS MBS MBS MBS MBS MBS MBS MBS MBS EXQ MBS EXQ MBS MBS MBS MBS MBS MBS MBS MBS MBS MBS RESOiV UO/'-i I NOIE Sht.#8 2 Sht.#8 2 Sht.#5 4 Sht.#8 2 Sht.#4 14 Sht.jl4 14 Sht.#5 2 Sht.#7 1 Sht.#8 4 Sht.jl4 14 Sht.#5 5,6 Sht.#5 5 Sht.,18 1 Sht.,18 1 Sht.#5 1 Sht.#7 6 Sht.#7 3 Sht.#5 7 Sht.#5 5 Sht.#5 5 Sht.j14 12 Sht.#4 14 Sht.#8 2 Sht.#5 3 Sht.#5 3 Sht./14 13 Sht.#7 5 Sht.#5 2 Sht.jl4 13 Shl.;19 2 Sht.;19 2 Sht,#8 1 Sht.#5 8 Shi.fl 2 Sht.;19 1 Sht.#5 1 Sht.jl4 13 Sht.j16 4 Sht.jl6 4 Sht.#8 4 Sht,#8 1 Shi.fl 4 Sht.,18 3 Sht.,18 3 Sht.,18 2 Sht.;19 2 Sht.#5 3 Sht,#8 2 Sht.#5 3 Shi.fl 4 Sht.;19 2 Hi (i(J< C •\.1/jr 2152 A0 ,:V 2Ci> idC--72-C:: DU,::j,i )(,tf.'-;';48!209 /:P.tv' 201---!EJC--2C;-CKJ : I L_ __ J MBS MODERN BUILDER SUPPLY BEL BELGARD EXQ EXQUISITE SURFACES KRC KRC ROCK US UNIQUE STONE MAINTENANCE RESPONSIBILITY NOTE: 760.591.4570 888.441.2497 949. 716.2700 760. 744.1036 619.275.8300 ALL LANDSCAPE AREAS \'llLL BE MAINTAINED BY PRIVATE HOMEOWNER. NOTE: PAVING MATERIAL WILL BE INSTALLED \'llTH A 2'1 SURFACE DRAINAGE AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM DATE INITIAL DESIGNER OF WORK Expiration Date: 6.30.2022 139.0 /-W KEY PLAN \ REVISION DESCRIPTION 7.9% i I'\; ' , i/ ,r -s (/) 1~;:,-C,'\S M/1/N 94.? Sl-;,'~FT l ! I I C) C '--j,:' I 'i1 ~, r ,1 1: .. : be.:; r:,;,~z, ~---'"'"---,/~/----= ! . I (_1; ) •, 0 . > u:; i :,Hi :, ~ li:; i :~ I>!!'~ \i'i'. 1:f ,, '' rel ' ., ) : i~',;i I .f •' "! i 1' ~ ~ NOT TO SCALE , \ ( " "10' 20· 3.4202 Sepulveda Avenue Copistrono Beach, CA 92624 pho 9.49.2-48.5-40-4 fox 949.240.9790 TIIIS DRA.WIIIG AS AN INSTRUMENT Of 51:RYICES IS THE PROPEIITY Of TIIE 1.ANDSCAPEAR.Cllf!ECT ANO WtYIIOT llE REPRODUCED IN AN\' FORM Wffi!OIIT TIIE lANDSCAPE A~CHIIEU'S WHITTEN PERM!SSIOff AND UN.LBS THE REPRODUCTION CARRIES lHf lAND)CAPE mmmT'S NMlf. All DESIG~ AHO OTHER l!ffORMAT«JN Sllowtl ON THE DRAW!~G m FOR TllE SOLE US£ OF THE SPEClflEO PROJECT ONLY AND SH/Ill NOT BE OTHERWISE USl'D Y/ITHOUT THE muss PRIOR WllllTIM PERMISSION OFTI!E lAIIDSCAl'E ARCHIIECT. wtlmN OIMHISION SHALL H~'.'t PRECEDENCE OVER SCALED DIMENSION, CO~TRA..CTOR S Will VIRl!'Y AND RE RESPONSIBtE DIMENSIONS 111! "' flNfORMED TIIE COJi/IIACTOft(Sj BEfOR£ llffilNNUiG \'#ORK TO OITERMINE THE ma I.OCATION OF All tAIEMfNr; All!) EXISTING UTIIJT!ES. THE CONTRi\CTOR!S\ SIW.t SE RBPONSIBU: fOR SECURING ALL PERMITS ANO €NG!NE£Rl~~ REOHIREOWHICll IS NOT IH(WDEO !N mm ORAWINGi CM~ ST!UCTIJRAl, MHHAIIICAl ENGINEUl!IG, GRAOUIG AND ORA!IIAGE aY OTHERS. SHOP DRAWINGS M!ISTM SUBMITTED TO THE 1.AHDSO.f't:ARtHITECT FOR m1EW6EFORE PJOHEDING WITll FM~ICATION. THERESA CIJIRK LAIIDSCA!'t ARCHITECT APPRO V[O FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS B U I LT" RCE __ _ EXP ____ _ DATE REVIEWED BY: Ll .1 Material Layout INSPECTOR DATE DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: Crowley Residence 4367 Highland Drive Carlsbad, CA 92008 I APPROV~ d/~ PLANNING DWN BY: CHKD BY: __ _ RVWD BY: DRAWING NO. 537-2L LAN)S{,'Af)C i"":i,,,!,/'fj SEPARAT( PfRifit 1--·-----_____ ., __ _ i t:)fii;, -:"NG F'1XX I I I I I I ! I I I i I I I / ~ ' i 4?",;)\/C ./JL'i!FpeA rro /SUB()/-?Li,';-j-- .'JL Or'ffJ I%" NOt·•! I~, r C j /Nf'li_ !RI-\ 7.iC;f~ JONF i ' I i I rx1sm,;,:; ,i.--"OOL t~qu·iP/v.tt)JT /'O R,r.:-MAIN / ' ' !NSh~4L RIP /?f1 E.1\'ER'.J;1 ._/ OiSSl.~A TD? , 1 NO. ;j BAC.i<iNC. T--::. ·;_ 1' , PFF? SoRsD u-f,ic. 4 'x2 I I I ' I I I I ! / . I I / i ' ' I ' I I ' HARDSCAPE LEGEND PAVING ·/2">fF"\ '_.-'1 SYM ITEM MATER! A17];01 OR j;. I A GUEST PARKING PERMEABLE CONCRETE PAYERS/ I B GUEST ENTRY WALK TERRACOTTA TILE/RED PAREFEUILLES C GARDENER ACCESS 3/8"-1/4" CRUSH STONE/COYOTE GOLD D GUEST PATIO SOUTH CUT STONE/HERITAGE COLLECTION-VERNET E GUEST CENTRAL PATIO 3/8"-1/4" CRUSH STONE/COYOTE GOLD F CENTRAL PATIO CAf' CUT STONE/SOUTHERN BUFF G DECORATIVE PAVING INSET -SEE DETAIL CUT STONE/HERITAGE COLLECTION-VERNET H MAIN HOUSE COURTYARD BAND CUT STONE/SOUTHERN BUFF I MAIN HOUSE COURTYARD FIELD TERRACOTTA TILE/RED PAREFEUILLES J MAIN HOUSE COURTYARD INSET PEBBLE/ K STONE DRAIN WATER JET STONE/SOUTHERN BUFF L EAST WALK COLOR CONCRETE/MESA BEIGE M HEADER ALUMINUM/BLACK N MAIN DRIVE ENTRY COLOR CONCRETE/MESA 8£1GE 0 GATE CHANNEL COLOR CONCRETE/MESA BEIGE P TRASH ENCLOSURE CONCRETE/NATURAL Q MAIN HOUSE ENTRY CUT STONE/HERITAGE COLLECTION-VERNET R BEDROOM 2 PATIO TERRACOTTA TILE/RED PAREFEUILLES S BEDROOM 1 PATIO TERRACOTTA TILE/RED PAREFEUILLES T GREAT ROOM COURTYARD CUT STONE/HERITAGE COLLECTION-VERNET U GREAT ROOM INSET 3" BEACH PEBBLE ON MESH/LA PAZ V GREAT ROOM BAND TERRACOTTA llLE/RED PAREFEUILLES W GARAGE BALCONY TERRACOTTA TILE/RED PAREFEUILLES X BALL COURT COLOR CONCRETE/MESA BEIGE Y GAME ROOM ENTRY CUT STONE/HERITAGE COLLECTION-VERNET Z DOG RUN 3/8"-1/4" CRUSH STONE/COYOTE GOLD a CATERER ACCESS PERMEABLE CONCRETE PAYERS/ b GYM PATIO TERRACOTTA TILE/RED PAREFEUILLES c GUEST #2 PATIO AND STEPSTONES TERRACOTTA TILE/RED PAREFEUILLES d POOL BATH TERRACOTTA TILE/RED PAREFEUILLES e OVERLOOK TERRACOTTA TILE/REC PAREFEUILLES f BOCCE COURT DECOMPOSED GRANITE/COYOTE GOLD g BOCCE SURROUND PERMEABLE CONCRETE PAYERS/ h GREAT ROOM TERRACE CUT STONE/HERITAGE COLI.ECTION-VERNET I GREAT ROOM STEPSTONE SANDSET CUT STONE/SOUTHERN BUFF J OLIVE TREE MULCH 3/8"-1/4" CRUSH STONE/COYOTE GOLD k DINING TERRACE CUT STONE/HERITAGE COLLECTION-VERNET I DINING TERRACE INSET TERRACOTTA TILE/RED PAREFEUILLES m MASTER STEPSTONE CUT STONE/HERITAGE COLLECTION-VERNET n NATURAL STEPSTONE SANDSET CUT STONE/SOUTHERN BUFF o GUEST THRESHOLD PER ARCHITECT p q r • t u V w X y MAIN DRIVEWAY BAND OREA T ROOM BAND UPPER GUEST PATIO MAIN DRIVE ~NE CELLAR ENTRY ACCESS PATH LIFT ENTRY GUEST ACCESS PA TH COLOR CONCRETE/MESA BEIGE CUT STONE/ TERRACOTTA TILE/RED PAREFEUILLES PORPHYRY COBBLE/ CUT STONE/HERITAGE COLLECTION-VERNET DECOMPOSED GRANITE/COYOTE GOLD CUT STONE/HERITAGE COLLECTION-VERNET TERRACOTTA TILE/RED PAREFEUILLES f,,;-'FFStcli[ /"YRi 1 £/i,-~,)SC/\(-\':_ 1<ANS: c;;·:~·tl.()l_ T{" ,'J("'f.,ili' '"'"( r, ",I •. , J_, ,,,-,, I I:-rc.9u '"·"'', ·,, f??/j,') F'INISH NATURAL NATURAL NATURAL CHATTED NATURAL ' ' I SEEDED AGGREGATE SEEDED AGGREGATE TOPCAST 5 BROOM NATURAL NATURAL NATURAL NATURAL NATURAL TOPCAST 5 NATURAL NATURAL NATURAL NATURAL NATURAL NATURAL CHATTED NATURAL NATURAL CHATTED SEEDED AGGREGATE NATURAL NATURAL NATURAL NATURAL I ' I / SQI IRCE BEL MBS KRC EXQ KRC MBS EXQ MBS MBS MBS EXQ MBS MBS EXQ us MBS MBS EXQ KRC 8£L MBS MBS MBS MBS KRC BEL EXQ MBS KRC EXQ MBS EXQ MBS MBS MBS EXQ KRC EXQ MBS / I i ,' ' I ' ' ff/ I! j i PFRMEAR! F PER IMP PER IMP PER IMP IMP IMP IMP IMP PER IMP IMP IMP IMP IMP IMP IMP IMP IMP IMP IMP IMP IMP PER PER IMP IMP IMP IMP PER PER IMP PER PER IMP IMP PER PER IMP IMP IMP IMP IMP PER IMP IMP / I I I NOtr Sht.#4 1 Sht.#4 8 Sht,14 10 Shl,14 7 Shl,14 10 Sht.#4 7 Sht,#4 7 Sht,#4 7 Shl,14 8 Shljl4 6 Sht.#4 4 Shl,14 11 Sht.#4 3 Sht.#4 3 Sht.#4 5 Shl,14 7 Sht.#4 8 Sht.#4 8 Shljl4 7 Sht.jl4 6 Shlj14 8 Sht.,14 8 Sht.#4 4 Sht.,14 7 Sht#4 10 Sht.#4 2 Sht.#4 8 Sht,jl4 8 Sht.jl4 8 Sht.#4 8 Sht§4 12 Shtjl4 12 Sht.#4 7 Sht.#4 9 Sht,14 10 Sht,j14 7 Sht.jl4 8 Sht.#4 9 Sht,#4 9 Sht,#4 J Sht,#4 7 Sht,,14 8 Sht.#4 7 Sht.#4 10 Sht,#4 7 Shl#4 8 I ' I ' I ' --1 I I ! VERTICAL ELEMENTS SYM I IEM AA GUEST ENTRY DRIVE PILASTER BB GUEST ENTRY DRIVE GA TE CC RAISED VEGETABLE BEDS DD PERIMETER WALL EAST 42"H AND CAP EE TERRACED PLANTER WALL AND CAP Ff GARDENER ACCESS STAIR GG CENTRAL PATIO STAIR HH CENTRAL PATIO PLINTH 11 CENTRAL PATIO PILASTER JJ CENTRAL PATIO WALL KK GUEST ENTRY STAIR LL GUEST ENTRY PLANTER WALL MM WATER CHANNEL -SEE DETAIL NN GUEST ENTRY WALL 00 EAST PLANlER WALLS PP EAST STAIR QQ TRASH ENCLOSURE WALL RR RETAINING WALL NORTH SS BEDROOM 2 PLANTER WALL TT BEDROOM 2 TRELLIS UU BEDROOM 2 STAIR W GREAT ROOM COURTYARD FOUNTAIN 'IN/ GARAGE STAIR XX DOG RUN FENCE AND GA lE YY NORTH FENCE 22 SOUTH RAILING ZA SOUTH RETAINING WALL ZB SOUTH PLANTER WALL ZC BOCCE COURT WALL 2D OVERLOOK STAIR ZE FIREPIT ZF FIRE TRELLIS ZG GARDEN STAIR ZH GREAT ROOM FIREPLACE ZI GREAT ROOM BBQ ZJ GREAT ROOM STAIR ZK MASTER FOUNTAIN ZL MASTER STAIR ZM GREAT ROOM COURTYARD STAIR ZN MAIN DRIVEWAY GA TE ZO MAIN DRIVEWAY PILASTER ZP ~NOSCREEN WALL ZQ DECORATIVE CONTAINER ZR GREAT ROOM TREWS ZS DINING TERRACE WATER FEATURE ZT MASTER GARDEN LATTICE WALL ZU GUEST ENTRY TRELLIS ZV GREAT ROOM STAIR WALL ZW GUEST LAWN STAIR ZX DINING lERRACE STAIR ZY EXISTING WATER FEATURE WALL YA GUEST ENTRY PILASTER CAP YB EAST WALK GA TE YC EAST WALK PILASTER YD EAST WALK PILASTER CAP YE HOUSE TERRACED PLANTER WALL YF BEDROOM 2 BENCH YG PACKAGE DROP MA IFRIAt / cm OR ' ' ! CMU, STUCCO/MATCH ARCH WOOD/ REDWOOD/NATURAL ' ' CMU, STUCCO, BRICK/MATCH ARCH, CHESAPEAKE CMU, STUCCO/MATCH ARCH lERRACOTTA/REO PAREFEUILLES TERRACOTTA/RED PAREFEIJILLES CMU, LEOGERSTONE/OSAGE GOLD CMU, LEDGERSTONE/OSAGE GOLD CMU, LEDGERSTONE/OSAGE GOLD 6" STONE SLAB/SOUTHERN BUFF CMU, LEDGERSTONE/OSAGE GOLD SEE DETAIL CMU, STUCCO/MATCH ARCH CMU, STUCCO/MATCH ARCH TERRACOTTA/RED PAREFEUILLES CMU, STUCCO/MATCH ARCH CMU, STUCCO/MATCH ARCH CMU, I.EDGERSTONE/OSAGE GOLD IRON/OIL RUBBED BRONZE BRICK/CHESAf'EAKE SEE DETAIL PER ARCHITECT IRON/OIL RUBBED BRONZE IRON/OIL RUBBED BRONZE GLASS, 55 LI-CHANNEL/ CMU, STUCCO/MATCH ARCH CMU, STUCCO/MATCH ARCH PRESSURE TREATED LANDSCAPE TIE/NATURAL TERRACOTTA/RED PAREFEUILLES SEE DETAIL IRON/OIL RUBBED BRONZE ?RECAST CONCRETE/MESA BEIGE PER ARCHITECT PER ARCHITECT CUT STONE/HERITAGE COLLECllON-VERNET SEE DETAIL 6" STONE SI.AB/SOUTHERN BUFF CUT STONE/HERITAGE COLLECTION-VERNET WOOD/ CMU, STUCCO/MATCH ARCH CMU, STUCCO, GLASS/ TBS IRON/OIL RUBBED BRONZE SEE DETAIL SEE DETAIL IRON/OIL RUBBED BRONZE CMU, LEDGERSTONE/OSAGE GOLD BRICK/CHESAPEAKE CUT STONE/SOUTHERN BUFF STONE VENEER/OSAGE GOLD BRICK/CHESAPEAKE WOOD/ CMU, STUCCO/MATCH ARCH BRICK/CHESAPEAKE CMU, STONE VENEER/OSAGE GOLD CMU, STONE VENEER/OSAGE GOLD SEE DETAIL FINISH MATCH ARCH / I ---\ I I I / SQtJRCF MATCH ARCH,NA TURAL MBS MATCH ARCH NATllRAL NATURAL NATURAL NATURAL NATURAL CHATTED NATURAL MATCH ARCH MATCH ARCH NATURAL MATCH ARCH MATCH ARCH NATURAL PAINTED NATURAL PAINTED PAINTED MATCH ARCH MATCH ARCH NATURAL PAINTED CHATTED MATCH ARCH MATCH ARCH PAINTED PAINTED NATURAL NATURAL NATURAL NATURAL NATURAL MATCH ARCH NATURAL NATURAL NATURAL MBS MBS MBS MBS MBS MBS MBS MBS MBS MBS MBS EXQ MBS EXQ MBS MBS MBS MBS MBS MBS MBS MBS / ! / ! NDIE Sht.,JB 2 Sht.,JB 2 Sht.#5 4 Sht.,JB 2 Sht.#5 2 Sht.#7 1 Sht.,16 4 Sht,#4 14 Sht,#5 5,6 Sht.#5 5 Sht,#8 1 Sht.,JB 1 Sht.#5 1 Sht.#7 6 Sht,#7 3 Sht,#5 7 Sht.,15 5 Sht,#5 5 Sht.#4 12 Sht.#4 14 Sht.,16 2 Sht,,16 3 Sht.,15 3 Sht.#4 13 Sht.#7 5 Sht.#5 2 Sht,j14 13 Shl,19 2 Shl,19 2 Shl,16 1 Sht.,15 8 Sht.#7 2 Sht.,19 1 Shl,115 1 Sht.#4 13 Sht.j16 4 Sht,j16 4 Sht.,116 4 Sht.,JB 1 Sht#'/ 4 YH YI YJ YI( YL YM YN YO yp YQ YR YS YT Ni: VI PU:, ,J,_1,00 I '28 .'.30 [__, i\Y- .~. 7 ~, ~-~ ,.,+ ',· i'H\t1 ·---if]LC liW i: " ,. _, ( (;~ ' ' ·,,,·_ ' ' ,,, 1J~- i ! EX -:-n:v_~ 1)/XS'~ hC'K-E . , ;:; F:f:f,;,'f'i:V :1 H(J'.j 2k / I / i I I I I ' I // I // '' 1 I ! ' ' I / I I I SECURITY FENCE 5'H LOWER VINEYARD FENCE LOWER VINEYARD GATE I ;,· ,, I GUEST DRIVE ENTRY PILASTER CAP MAIN DRIVEWAY PILASTER CAP TRASH ACCESS STAIR GUEST ENTRY PILASTER FIREPIT GLASS RAIL -42"H GUEST CENTRAL IRON TRELLIS GUEST CENTRAL GATE-42"H GUEST ACCESS GATE-42"H UTILITY GATE-42"H NORTH PROPERTY LINE FENCE SOORCEKEY MBS MODERN BUILDER SUPPLY BEL BELGARD EXQ EXQUISITE SURF ACES KRC KRC ROCK US UNIQUE STONE MAINTENANCE RESPONSIBILITY NOTE: ' ! / ii I I ' :/ r ;1 : / I l I ' I -1TJ:JD (s I ' I I I 7 I ' .';(f-?!vi.CAUH PA \/Lii A\IA -1 PEP SE;?;nCN 1, SHEET .c., / I IRON/OIL RUBBED BRONZE WOOD, WOVEN WIRE/NATURAL, BLACK WOOD, WOVEN ~RE/NATURAL, BLACK BRICK/CHESAf'EAKE BRICK/CHESAPEAKE PRECAST CONCRETE/MESA BEIGE CMU, STUCCO/MATCH ARCH GLASS, U-CHANNEL/ IRON/OIL RUBBED BRONZE I I / ANTIQUE GARDEN GA TE/RECLAIMED -BY OWNER WOOD/ WOOD/ WOOD/ 760,591,4570 888.441.2497 949. 716.2700 760.744.1036 619.275.8300 ALL LANDSCAPE AREAS ~LL BE MAINTAINED BY PRIVAlE HOMEOWNER. NOTE: PAVING MAlERIAL WILL BE INSTALLED Wl1H A 2X SURFACE DRAINAGE AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM Pi ANS -/ I PAINTED NATURAL NATURAL MATCH ARCH PAINTED MBS MBS : !),) (W < I ;J' 5r l"VK --a--'!J,5J ;/ ·---;:-----..~ _,~ <-- '-' I PA / 'S··---- Sht.,JB 3 Sht,,JB 3 Sht.#8 2 Sht.,19 2 Sht,,15 3 Sht,#8 2 Shl#S 3 Sht,#7 4 Sht.,19 2 ! I I' -. / / / 7'?1 , . ~--=----+---r.,_,--._ '~--MATCi-! 112,,_;} tx ~ i \ i J ,.,. ( - U) ' -r 1-,, ll) ! ,, i\ / I ·~ _,, ____ ---~--- () ? r,,, •". 'l I-~/ _'t_ ' ,i ,,, \ \ ' I ,c 1 i/"TJi'! -'{ e ~ + I ff, NOT TO SCALE 11.2 Material Layout "I I -\ .---------<¢,:---.._, : ' j._.-1.._ ,..,.., \ / : i / i c!i \ ;rl ; \,~.!. : ! \ / i c, m I ,-- 0 1c· 34202 Sepulveda Avenw Capistrano Beach, CA 92624 pho 949.248.5-404 fox 949.240.9790 20' THIS DRAWIKG AS AN tNSUUM£NT Of sm1m !S ll!f PROPERTY OF THE LAIIDS(APE ARrnrrm AND MAY 1/0TSE REPROD!l(EJ) IIIAN'I fO&M WITHOUT THE LANDSCAPE ARtl!ITECT'S WRITTEN PfU\ISSlON AND UKlESS rnE REPRODUCTION CAim TllE lltN!lSCAI'!: AR(ffflfU'S IIAME. All DfSIGN .lliD OTl!tR INFORMATIOII SHOWN OM TIil: DRAWING ARE fM THE SOlf USE Of TllI SPECIFIED PROJl:CT ONLY AND SHAll NOT BE OTI!ERWlSE USED WITKDIJTTHE mms fRIOR w~mEN PERMISSION Of THE LANDSCAPE AR(fffffCT, SHALL IIAVE PRE!E!ll:NCC OYtR SCAlED OIMENSIOK. l \lERIF'I AND BE RESPONS!BlE fOULL DIMEl!510NS • TIIE lANDS(o\PEARCHITECTIS 10 BE IHFO~Mffi E DIMENSIONS AND COKDITIO~S SHOWN ON CAllONS Of unum HM NO fflE RESPONSIBILITY Of THE WKTRACTOR!SJ Bl:FDKE BEGllltllNG WORK10 llEllRMINE THE HAU lO(Al!ON Of All EA"sEMENTS AND EXISTING ummes. THE CONTRACTOR!S) S~Alt BE RESPONSIBU' fOR SECURING All PERMITS AND ENGIMEERlfiG REQUIR!:D WHICH IS NOT lHtLIIOEDlN THESE DRAWill{;S. CM~ STRUCTURAi, MHHANKAl ENG1NURING, GRADING ANO DRA.IIIAGE BV OTIIERS. SHOP DRAWINGS MUST 8E SU9MlfilD IO THE UNOSC.!J'E AR[IIIJECT FOR RE'/IEW emJRE ?ROCEEDING Wlffi FABRICATION. ntERESA CLARK LAIIDS(ll'f ARCH!lliT APPRO VEO FOR /RR/GA T/ON ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE fsHm1 CITY OF CARLSBAD 1---+---+----------------t----f---t----t---i ~ PLANNING DIVISION [SHEETSl ~ DATE INITIAL DESIGNER OF WORK Expiration Date: 6,30.2022 REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: Crowley Residence 4367 Highland Drive Carlsbad, CA 92008 APPROVE~ PLANNING OWN BY: CHKD BY: __ _ PRQJECT NO. LPC2021-0023 RVWD BY: DRAWING NO. 537-2L FG TURF--, NOTE: / ¼" X 5" ALUMINUM EDGING 1" ABOVE TOP OF FINISH GRADE FOR TURF, 3" ABOVE / TOP OF FINISH GRADE FOR / SHRUBS //CS" ALUMINUM STAKE AT 36" 0.C. / FG PLANTING AREA I COMPACTED SUBGRADE HEADER TO BE ALUMINUM AND AS MANUFACTURED BY RYERSON OR APPROVED EQUAL. HEADER -11 SCALE:1-1/2"=1'-0" ALUMINUM ;--BOCCE COURT EDGE 1 6"X6" PRESSURE TREATED / LANDSCAPE TIE / ;--CONCRETE FOOTING AT ; I BOCCI COURT EDGE I I /DECOMPOSED GRANITE / / /COMPACTED 1/2" / I AGGREGATE BASE 11 I ,-WEED BARRIER / / ,Fs/ BOCCE COURT SURFACE FG 6" l, l, 'i 1 l!I I:: iN / I r·PREPARED SUBGRADE io~'"c~~--'ic:""''Cc=r/"c-T-;"Tccc, llifil; ALL COMPACTION, FOOTINGS AND REINFORCEMENT PER SOILS REPORT AND STRUCTURAL ENGINEER GROUT JTS. TYP.-- COLOR TO MATCH STONE, SPONGE SMOOTH 1 CUT STONE7 \ TREAD & RISER, I \ 1/4" OVERHANG,TYP \ I EXPANSION JT.,TYP. ·i'-0" METAL DOWEL-, PAVING PER PLAN TYP. \ io\1<-1-'-'- MORTAR--Jc;,....---C-7<1> SETTING BED : I MET AL DOWEL I; ,~EXPANSION I JOINT I I ,PAVING PER PLAN I/ / -FS I MORTAR I SETTING BED CONCRETE BASE COMPACTED AGGREGATIE .....-COMPACTED SUBGRADE NOTES: SECTION SECTION 1. ALL COMPACTION, FOOTINGS & REINFORCEMENT PER SOILS REPORT & STRUCTURAL ENG. 2. SEE PLAN FOR NUMBER OF RISERS. 3. RISERS ARE 6" TYPICAL, VERIFY IN FIELD & ON PLAN. 4. VERIFY GROUT JT. SIZE WITH LANDSCAPE ARCHITECT. CUT STONE STAIRS-ZJ,ZM,ZX 1 3 SCALE:3/4"=1'-0" GROUT JTS. TYP.7 COLOR TO MATCH, SPONGE SMOOTH {--EXPANSION JOINT SECTION TERRA COTTA I I / TREAD AND RISER \ 1 ,ADJACENT PAVING PER PLAN 1 / 4" OVERHANG, TYP I \ I I ,FS I I I MORTAR \r-o" SETTING BED METAL DOWEL\\ i7~r-if:r.;;;;;;;;;;~~;;;;;;;;;~~-EXISTING CONCRETE BASE TYP. \ ADJACENT PAVING PER PLAN MORTAR SETTING BED EXISTING OR PROPOSED CONCRETE SUBSLAB \ +-\ \ ;,,J~-~~ ' . : -: NOTES: 1. ALL COMPACTION, FOOTINGS & REINFORCEMENT PER SOILS REPORT & STRUCTURAL ENG. 2. SEE PLAN FOR NUMBER OF RISERS. 3. RISERS ARE 6" TYPICAL, VERIFY IN FIELD & ON PLAN. 4. VERIFY GROUT JT. SIZE W/ LANDSCAPE ARCHITECT. TERRA COTTA STAIRS-FF,GG,PP,ZD 1 4 SCALE:3/4"=1'-0" SECTION 7 FG--, I \ 4 r-¾" GROUT JOINTS TYP., / COLOR TO MATCH STONE, SPONGE SMOOTH CUT STONE ORTAR SETTING BED CONCRETE BASE COMPACTED AGGREGATE BASE NOTES: 1. ALL COMPACTION, FOOTINGS, AND REINFORCEMENT PER SOILS REPORT AND STRUCTURAL ENGINEER. CUT STONE PAVING PEDESTRIAN 1------------------------ S CALE: 1-1/2"=1'-0" FG " 4 .. SECTION ;¾" GROUT JOINTS TYP., COLOR TO MATCH STONE, SPONGE SMOOTH / CTILE PAVING PER PLAN MORTAR SETTING BED 4 CONCRETE BASE " ,...--COMPACTED AGGREGATE BASE OMPACTED SUBGRADE NOTES: 1. ALL COMPACTION, FOOTINGS, AND REINFORCEMENT PER SOILS REPORT AND STRUCTURAL ENGINEER. 7-ILE PAVING 8 SCALE: 1-1 /2"=1'-0" SECTION 9 STEPPING PAD SCALE: 1-1/2"=1 '-0" -PLANTED JOINTS NOTE: RANDOM STONE STIEPPING PAD ONCRETE BASE ANCHOR COMPACTED SUBGRADE ALL COMPACTION, FOOTINGS, AND REINFORCEMENT PER SOILS REPORT AND STRUCTURAL ENGINEER. WITH PLANTED JOINTS CRUSHED STONE OR --DECOMPOSED GRANITE COMPACTED 1 /2" AGGREGATE .,,--WEED BARRIER OMPACTED SUBGRADE NOTE: ALL COMPACTION, FOOTINGS, AND REINFORCEMENT PER SOILS REPORT AND STRUCTURAL ENGINEER. SECTION CRUSH STONE /DECOMPOSED GRANITE 1 Q SCALE;1-1/2"=1'-0" 1 -·--·------SECTION NOTE: ALL COMPACTION, FOOTINGS, AND REINFORCEMENT PER SOILS REPORT AND STRUCTURAL ENGINEER /1 /2" SAW CUT JOINT 6" THK. INTEGRAL COLOR CONCRETE OMPACTED AGGREGATE OMPACTED SUBGRADE COLOR CONCRETE PA VIN G-VEH I CU LAR 3 SCALE:1-1/2"=1'-0" SECTION FGl I \ ' " d" .. d .. ! ' ~ ' // NOTIE: /3/16" SAW CUT JOINT 4" THK. COLOR CONCRETE SEE LEGEND OMPACTIED AGGREGATE OMPACTED SUBGRADE ALL COMPACTION, FOOTINGS, AND REINFORCEMENT PER SOILS REPORT AND STRUCTURAL ENGINEER COLOR CONCRETE PAVING-PEDESTRIAN 4 SCALE: 1-1/2"=1'-0" SECTION /3/16" SAW CUT JOINT FG / /4" THK. NATURAL CONCRETE \ / -COMPACTED AGGREGATIE OMPACTED SUBGRADE NOTE: ALL COMPACTION, FOOTINGS, AND REINFORCEMENT PER SOILS REPORT AND STRUCTURAL ENGINEER CONCRETE PAVING-PEDESTRIAN 5 SCALE:1-1/2"=1'-0" 6 FS ~PEBBLE L CONCRETE BASE --,~~~ COMPACTED -/'--.../ , , ' AGGREGATE .. COMPACTIED SUBGRADE NOTE: ALL COMPACTION, FOOTINGS, AND REINFORCEMENT PER SOILS REPORT AND STRUCTURAL ENGINEER PEBBLE PAVING SCALE: 1-1 /2"=1'-0" SECTION SECTION 1 ;·FG I EDGE RESTRAINT -PAVER ON CONCRETE / /MORTAR JOINT / /CONCRETE SUB-BASE JOINT SAND PER MFG. 11--11 11 i--{===±-~===j ~~~~ '--,~~-, .. rn ,.. , · -,l 0 0 •.w'd',ctc OIS,U o,·-CJ 11-1 I_!• a ~a fci'b o~ IJcsti~Q\ PRECAST CONCRETE PAVERS BEDDING SAND -COMPACTED UNBOUND AGGREGATE BASE -COMPACTED UNBOUND AGGREGATE SUB-BASE ~-~~~ -1~ -71-1 i 1-111-111--1 11-1 1 1---111-· -111--.: I 1=:1 ! ______.---COMPACTED SUBGRADE ~11:-. -11 1-''1 -111-111-11,_ '' NOTE: ALL COMPACTION, FOOTINGS, AND REINFORCEMENT PER SOILS REPORT AND STRUCTURAL ENGINEER CONCRETE PAVERS VEHICULAR SCALE: 1-1/2"=1'-0" .....-PRECAST CONCRETE PAVERS // OWNER SUPPLIED SAND SETTING BED COMPACTED 1 /2" AGGREGATE /.-------{;OMPACTED SUBGRADE NOTE: ALL COMPACTION, FOOTINGS, AND REINFORCEMENT PER SOILS REPORT AND STRUCTURAL ENGINEER SECTION 2 CON CRETE PA VERS SCALE: 1-1/2"=1'-0" PEDESTRIAN SECTION . 34202 Sepulveda Avenue Copistrono Beach, CA 92624 pho 9.49.248.5404 fux 949.240.9790 TIIIS ORAWIN6 AS AN INmllMEIITOF SEllVl{fi IS nu PROPERTY Of fH[ LAIIDSCAPE Altamm AND MAY NOT II[ REPRODUCED Ill AJtY FORM WITHOIJT Tll:E LAKOSUPE ~RCHITECT'S WRITTEN PERMISSION ANll UNlESS TH! JEPRODUUION CARRIES TIIE LMiOSWE ARCHITECT'S NAME. All OESIGII AND OTHER INFORW..TIOII SIIOWII 011 IKE DRAWING ARE FOR THE SOlf 115E Of TIU SPfflfll:D PROJECT ONLY ANO SHALl NOT BE OTHEliWIS£ usm wrmOUTTl!E mms PKIOR WRITTEN PEfiMISSIOII OF THE LANOSUPf .IRCHITTCl WRlfilll OIMEKStoN SHALLIIAVE m:aOEll{E 0¥ER ~(.A.LED lllMEIISIOK. CONTRACTOR(S) SHAU VERIFY AIID BC RHPOIISl8LE fOR All DIMEIISIONS AND CONDmOHs OIi TTIEJOII. l'rlE LAllOS[APEAA.CHiTECflS 10 Bl' IIIFORM!O Of 4!1Y V.t.RIATIO/lS FROM THE DIMENSIONS ANO CONDITIONS SHOWN ON THE DRAWINGS. UISTING CONDffiONS AHO lOOTIONS Of UTILITIES IIAVI NOT BH.N V£Rlf!EO INDEPEIID[IITlY. If SHAU Be ll!O:ESPOOIB!LITT Of THE CO~TRACTOIUSl BEFORE BEGINNING WORI TO DffiRMltll THf lXACT lO(.A.11011 Of AU f.\~MENIS ANO EXKTIIIG UlllJilES. THI: CONIRACTOR!SI SHAll BE RESl'ONSIBU: fOR SECURING All Pf!MITS AND ENGIIIEERlftG REQUIREOll'HICH IS MOTt'1CWDtD IN fflESEDRA'MfWS. (Ml snmauw., MECH~NIC,\l m1NURING, GRADING ANO DRA!IMGE BY OTHERS. SHOP DRAWINGS MUST 9[ SUBMITTED TD THI: lAIIDSu\PE ARCHITECT FOR tE'llf\'I BEfORE PROCEEDING WITII FABkl(AlltlN. T\IHESA ClARK LANDSCAPE AROIITTH APPROVED FOR !RR/GA TION ANO PLAN TING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: 11.3 Hardscape Details INsPEcToR DATE r::I :::SH::::4EE:::T ~I ~C:.:;;I;;TY~O;::F;=::C;:::A:;:;R;::L;:::S~B;::::A;:;D~I ~;;:;-11 l---+---f------------------+---+---t---t-----1 PLANNING DIVISION 9 1----t---+-----------------j----j-----t----i-----i DATE INITIAL DESIGNER OF WORK Expiration Dote: 6.30.2022 DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: PLANNING Crowley Residence 4367 Highland Drive Carlsbad, CA 92008 OWN BY: __ _ CHKD BY: __ _ RVWD BY: DRAWING NO. 537-2L \ \ i I i \ 7 " I It I I I i ' ~\ ' ' 1 "x 1 1 /2" TOP AND BOTTOM RAIL, WELD / ALL CONNECTIONS AND GRIND SMOOTH. / PAINTED FINISH ;1 1¼2"x3" POSTS SPACED AT 6'-0" O.C. I I p INTED FINISH 5/8"x5/8" MIN. SOLID PICKET AT I 4" MAX. OPENING, PAINTED FINISH ' " . ~ " ' I Ii I " I \ ' ' ' ! i ' i ~AK ' I I r,' p. I i ~ 'o I I I i ' ' ' 'io i ' i ' i \ I I i i ' ' !f ,I " ' 11 ! !1 I 1, I\ ' 11 -----------'x FG ,,r;:,:~, ; . ···•·····-. ' 1 n<. -5 li 1i N -' - () ' - 1r . -, r\ ' u , .. !,' .. ·. l>' 6'-0" o.c. u -;;'___ CONCRETE FOOTING -ii --, - r NOTE: ALL COMPACTION, FOOTINGS AND REINFORCEMENT PER SOILS REPORT AND STRUCTURAL ENGINEER. ORTH FENCE POOL _ENCLOSURE -YY SCALE: 3/8"=1'-0" SECTION/ELEVATION FS-\ I ,----1/2" GROUT JOINTS, COLOR TO MATCH STONE, SPONGE SMOOTH rs ~--cOBBLE PAVER / r~EEDED AGGREGATE / ~-MORT AR SETTING BED / SET IN CONCRETE ----EXPANSION JT .• TYP. / I , __ _ NOTE: -CONCRETE BASE .----COMP ACTED AGGREGATE --COMPACTED SUBGRADE ALL COMPACTION, FOOTINGS, AND REINFORCEMENT PER SOILS REPORT AND STRUCTURAL ENGINEER. 5 CMU BLOCK WITH STUCCO FINISH TO MATCH ARCH. (HEIGHT VARIES) CMU FS I CMU BLOCK GRAVEL FILTER FABRIC AND GRAVEL W/ PERF. PVC DRAINLINE, CONNECT TO DRAINAGE SYSTEM ,,---CONCRETE FOOTING "-----COMPACTED SUBGRADE NOTES· 1. ALL COMPACTION, FOOTINGS AND REINFORCEMENT PER SOILS REPORT, POOL CONTRACTOR AND STRUCTURAL ENGINEER. RR,QQ STUCCO RETAINING WALL-ZA ~--j SCALE: 1/2"=1'-0" SECTION z <( -' 0.. a:: w w z G z w -' 5 0 w w (/) I (/) w ii" <( > FG ==:::;,----ROLLED STUCCO CAP ----CMU BLOCK I1==~+---MORTAR 11-----PLASTER FS NOTE: ALL COMPACTION, FOOTINGS AND REINFORCEMENT PER SOILS REPORT AND STRUCTURAL ENGINEER COBB PAVING W 8 SCALE:3/8"=1'-0" CONCRETE __ BAND SECTION /ELEVATION 6 >-=-C~M~U-;--=-S~TU~C~C~O~U~TLLIJY WA SCALE: 3/4"=1 '-0" SECTION 2'-6" BAND CONNECTIONS __ __/ BOLT INTO WALL ___ _,..- HAMMERED SCROLL ENDS 2'-0" / ·-%" CROSS RODS ¼" X ¾" FLA TBA ¼" X ¾" FLA TBA SCROLL R R 12'-o" l (VERIFY IN FIELD PRIOR TO FABRICATION) <r.--~ ---------~ -------r r ALIGN WITH FRAME OF DOOR / .... t, EQUAL SPACE t (TYP.) 1 ···-··-····,f- l ., ___ 'o I 0 ~ DOORS BEYOND _//,/,,/ ' ' . ! --------------------------i--FACE OF HOUSE FS GREAT ROOM TRELLIS-ZR ' . i ' I I ' FS\ ----·---· ~--·-- NOTE: ALL COMPACTION, FOOTINGS, AND REINFORCEMENT PER SOILS REPORT AND STRUCTURAL ENGINEER. FIELD VERIFY AND OBTAIN CLIENT APPROVAL PRIOR TO CONSTRUCTION. 'o I 0 ~ SCALE: 1/2"=1'-0" SECTION/ELEVATION SEP ARA TE CONCRETE , TREAD 2"T \ ,MORTAR SETTING BED EXPANSION JT .. TYP\ MET AL DOWEL\ \ PAVING PER ~ \ \ PER PLAN \ \1--,.,,_--... ,• PRECAST CONCRETE 1'-2" -< NOTES: 1. ALL COMPACTION, FOOTINGS, AND REINFORCEMENT PER SOILS REPORT AND STRUCTURAL ENGINEER. 2. SEE PLAN FOR NUMBER OF RISERS. 3. RISERS ARE 6" TYPICAL, VERIFY IN FIELD AND ON PLAN, 3 SCALE: 3/4"=1'-0" SECTION (D ~ ~ /,o:;=::==============:::=.:iJ_. PLAN VIEW m 4X4 WOOD POSTS 1 I .I 2X6 WOOD SLATS _j WOOD FACE- NOTE: ALL COMPACTION, FOOTINGS, AND REINFORCEMENT PER SOILS 'REPORT AND STRUCTURAlc -ENGINEER:, ALL WOOD 1s· NOMINAL 11'-4" ~-----TOPSOIL INFILL FOR BEDS ~------WATERPROOFING MEMBRANE -4X4 WOOD POSTS ' 0 ~ _.,..-2X6 WOOD SLATS -/ CONCRETE PAVERS NOTE: ·u· SECTION A-A· . .': ' ALL COMPACTION, FOOTINGS, AND REINFORCEMENT PER SOILS REPORT AND STRUCTURAL ENGINEER. ALL WOOD IS NOMINAL o. 'o 0 I "' o· 0 ELEVATION B-B 4 RAISED GARDEN BEDS SCALE: 1/2"=1'-0" •·. •· . -/.,,-COMPACTED 1/2" ,-AGGREGATE p CONCRETE FOOTING COMPACTED SUBGRADE 4'-0" ,, -BOLT ' ! ·-4X4 WOOD • POSTS ',,...-, ,.----·-2X6 WOOD SLATS V .~ . \ 0 j 0 0 I FS 1 -cc ---·"---·--- PLAN/SECTION/ELEVATION ✓-~CA~ 4· ,., \);,-:;';"'>' ·"" " ¥,," ?''<,,J& !~, !,:~ ~ 0~~' I "'tl .-rf "" ' ' - b --z .... ),l *•~q~,I d;,; -Zf.,.~ $ ~~ -·¥' OF Clls\..\'<' DATE INITIAL 1 2 BRICK FACE OUT FOR --.., RISERS BRICK ON EDGE ON -- TREAD " .. ~1/2" GROUT JOINTS, I SPONGE SMOOTH ;--EXPANSION JT., TYP. ,1;1-FS, ADJACENT PAVING / 1 ½" MORTAR I I SETTING BED CONCRETE BASE ' cTTT7""1:t"r-ro,'?I•-/"'>COMPACTED f',.,.,T".",(,1,., AGGREGATE NOTES: COMPACTED SUBGRADE 1. NUMBER OF STEPS VARY - SEE PLAN FOR ADDITIONAL INFORMATION, 2. ALL COMPACTION, FOOTINGS, AND REINFORCEMENT PER SOILS REPORT AND STRUCTURAL ENGINEER, BRICK STAIRS-UU,ZW SCALE: 3/4"=1'-0" IN. PITCH TO DRAIN OCK FACE FINISH SECTION 1'-2" MIN. I VERLAP STONE TYP. /, 1 ;-MORTAR SETTING BED / 1 BLOCK STONE 3" LAYER CRUSHED\ STONE \ ------" --. ------ NOTE: ALL COMPACTION, FOOTINGS, AND REINFORCEMENT PER SOILS REPORT AND STRUCTURAL ENGINEER SEE PLAN FOR NUMBER OF RISERS, ' . -1~· q ' -T~2" Ml !," 7 . • . . ' ' .. .. --; '' ' ,---; 3" LA YER CRUSHED STONE COMPACTED t AGGREGATE WEED BARRIER '--I: STONE SLAB STAIRS-KK,ZL SCALE: 1 "=1 '-0" SECTION • ,, s T u D ii 0 34202 Sepulveda Avenue Capistrano Beach, CA 92624 pho 949.248.5404 fox 949.240.9790 THIS DRAWIIIG AS AH ll6TRUMENT Of S£RVIC!S IS THE PROPERTY OF rn£ lA!IDSGIPE ARCHITTCT ANO W.YIIOT BE Ri=P;ODUCEO IN ANY f{!RM WIIBOOT THE UNDSCAPE AfiCHIJEU'S WHITTl:II PERM!SSION AND UNLESS THE REPROOUCTIOII CAKm Jl!E LANOS(APEARCHITEU'S KAM!. All DESIGN AHO OTlll:R INFORMATION SHOWII ON ll!E DRAWING ARE fOR TIIE SOU USE Of THE SPEClfl£0 PROJECT OHLV A~O SHALL NOT BE OTHERWISE USED WfTHOUTTHf mms PR10R WftITTEI PERMISSION OF THE tA!iDS{APE ARCHl1Rf. WRITTEN DIMENSION SHA.LL KAVE PRECEOEN(E 01/'ER SCAI.Etl IIIMfNSION. (Olf!RA(T~l SHAll VERIFY AND BE RESPONS!BlE FOR All Dli\lEIISIONS Allll CDND 011 THC JOB. T!IE lANDKAPEARCHllfCT ll TO BE RIFORMED OF MiY VA~IATIO~S ftOM IBE !lltl.ENSIONS AND CDMDIT!ONS SHOWN ON lHE OR.I.WI~. EXISTING cot!DITIOO AND LOrnlOIIS Of ITTIUTIES HAVE NOT BEEN VERlflEO INDEPEKDOOLY. IT SHAll 8£ THE RESPOIISlBILITY Of TIIE WNTRACTOR~~HORE BEGIIINING WORK TO OETERMl~ETHE ma LOCATION Of ALL MENTS AND EXISTING UTILITIES. THE COIITRACTOR~~ SHAll HE RESPONSIBU FOR SKURIIIG All PERMITS AND ENGIKEERI REQUIRED WHICH l~NOT JNCLIIDED IN TI-!BE DRAWl!ffiS. CIVIL, SIRUCTURAL, MfC!tANlm !]GINHRING, GRADING AND ORAINA6E BY OIIIERS. SHOP DRAWINGS MUSI HE SU8MITTE!l TO THE !.AIIDSCAPE ARCHITI'CT FOR RE'IIEW BEfORE PROCE!:DINli Wlffl F,l,BR!CATIO~ . rnnm (LARK LANDS(APE ARrnm:cr APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PR[C/S[ LOCATION OF PLANTING AREA. "AS BUil T" RCE EXP. DATE REVIEWED BY: 11 .4 Hardscape Details INSPECTOR DATE I SH~ET I CITY OF CARLSBAD ~ PLANNING DIVISION 9 LANDSCAPE IMPROVEMENT PLANS FOR: Crowley Residence 4367 Highland Drive Carlsbad, CA 92008 I APPROVE~ (de;;: 11 {50{2-i I PLANNING OWN BY: DRAWING NO. DATE INITIAL DATE INITIAL ~ii~ii~~i~· CHKD BY: 537-2L DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: Expiration Dote: 6.30.2022 GLASS RAIL, U-CHANNEL r BOCCE BEYOND / FS 117.0 ' <O I ;,-, WEST~ I 1s'-o" (VERIFY IN FIELD PRIOR TO FABRICATION) ---------------- - ,;,"':;;;;,------DECORATIVE CAST IRON ANTIQUE POST b ' I "' I r FS 121.5 I ' l I • NOTE: . , ALL COMPACTION, FOOTINGS, AND STRUCTURAL ENGINEER. AND REINFORCEMENT PER SOILS REPORT GRIND SMOOTH ALL WELDS. FIELD VERIFY AND OBTAIN CLIENT APPROVAL PRIOR TO CONSTRUCTION. / -"FIRE ELEMENT AND •"-. 3 / SCALE: 1/2"=1'-0" TRELLIS-ZF, YO CMU, STUCCO PERIMETER WALL -- EAST. STUCCO TO MATCH HOUSE TW 144.50 TW 143.50~ 't----1 METAL PULL HANDLE--' ELEVATION GARAGE WALL------, /~ CMU, STUCCO PILASTERS / (BEYOND). STUCCO TO MATCH / HOUSE. WITH DOUBLE STACKED BRICK CAP / WOOD FRAME ~--CMU, STUCCO WALLS .,. _______ 4• __ 6.. ----/,~; cLAvos c/ / iJ;uTffoTo MATCH HousE 4:• 1'-Bl" 4" ,•-st /4u/ ~ METAL LATTICE MESH WOVEN 1-------';,.-----",.,-fP:: 'i o ,_.+~~• ;~'2r_:f, F------===~~~=t ___ f METAL RODS '<-r:o I ~ ~79,L'!',i..---7 --------SELF CLOSING HINGE W/ TW 142.50~ -,....---, BW 139.0 ~ I' ' ---, --i i I ', __ L- ' co I t'") I ' 5v?,rr,~cr;r /r, ~-DECORATIVE HINGE FRONTS ~s-~· ~ · ... ·· . · · x<X., ,, ---~ ____ WOOD PANEL W/METAL TRIM '..a-['~i•----~ l'(·:v Kr· v ~-------------/---CMU, STUCCO PLANTER WALL. z1 17~ i/1><"' 1 { --==~ iJ;Uff~5To MATCH HOUSE -'\.----, 0-/ FS 139.5 / , :i_ IL◊'--------------c..JI / CMU, STUCCO PLANTER WALL. ,,.---FS 138.0 STUCCO TO MATCH HOUSE TW 138.0 .,// -FS 136.0 I=======/ I -,_ : '···· ''' , • I ' - I I I, 4'-6" 5'-4" ' ' 1 /2"GAP BETWEEN PANELS -(6) TEMPERED GLASS PANELS SET IN SS U-CHANNEL • " 4.' -11" 4' .11" .4." 4' -4." 1, __ 4"=11, __ --L"-----"--==-u-~f-----''-=J_J_-~/--"-=-~~_ct._=--,( _..,--TEMPERED GLASS SIDE PANEL .,.,.,.,, -----------SET IN SS U-CHANNEL -~ SS U-CHANNEL INSTALLED IN CENTER OF EX. WALL -CMU, STUCCO MATCH EX. WALL TOP OF EX. WALL , TOP OF EX. WATER "-"'--+-------------------------------------~"l---"'o/'--1' FEATURE WALLS "'· ' NOTE: 1. ALL COMPACTION, FOOTINGS, REINFORCEMENT PER SOILS REPORT AND STRUCTURAL ENGINEER. I WINDSCREEN , 1 / SCALE: 1/4"=1'-0" WALL-ZP ELEVATION " : ~,~ !ifJ.. ~, "':i~ J:J:J/ff:f,1ifff}Ef,' I 1,1 - CUTSTONE PAVING FS 125.0 EXPANSION JOINT TW 125.0 YELLOW FIRE BRICK SPLITS HERRINGBONE PATTERN LAVA ROCK -4" DEEP SAND AT FIRE PIT SLOPE FLOOR TO DRAIN -2" THICK X 12" WIDE PRECAST CONCRETE CAP (MESA BEIGE) WITH 3/4" OVERHANG AND 1 /8" EASED EDGE AT CORNER TW 131.8 CMU, STUCCO WALL STUCCO FINISH TO MATCH ARCHITECTURE CONCRETE BASE -_ ______J--:J 1 , I ,,,-,, , . , ,-,, /EXISTING PAVING COMPACTED AGGREGATE / " \~'"".i"~.'.-:r 1 , , ,•.. • FS 121.5 ~~~~ACTED SUBGRADE __j ; : :~\:\~, ./'\:,\· . ''. . ' .-· :, '. · ... , . ·.: ,1·11:, ·, •. ~~·· c , ;:c :~~,, '""""::,.,, suoo,s '""" NOTE: ~ \_ DRAIN LINE ALL COMPACTION, FOOTINGS, AND REINFORCEMENT \~ GAS LINE AND RING PER SOILS REPORT AND STRUCTURAL ENGINEER. / -,FIREPIT-ZE '\.. 2 / SCALE:1/2"=1'-0" SECTION 34202 Sepulveda Avenue Copi~trono Beoch, CA 92624 pho 949.248.5404 fcx949,240.9790 TttlS DIAWHl:G AS All INSTllliMEIIT Of smrm IS THE fROPERTY Of IftE iAl!OSCAPEARCHllICT ANO !MYNOT B£ l!El'RDDUCED !N AffY FORM WITHOUT Tl!! LANDSCAPE U(HITECT'S WRITTfll PERMISSION ANO UliLESS THE CARRIES THE LANDSCAPE ARtHIIICT'S NAME. fil DESIGN RMATION SHOWN ON rnE ORAW!NG ARE fOR TIIE SOlE USE fD PROJECT ONLY AND Wll MOT HE OTHERWISE USED XPRE'SS PRIOR WRITTEN PERMISSION OF TIIE LANDSCAPt WRIITTM OIMENSION SHALL HAVE PRECrnEIK!: OVER SCALED OIMEHSION. (Olfi~ACIOUSI SHALL VERIFY ANO mmomu: FOR All DIMENSIONS AND cmmmtlll1 OM TIIE JOB. THE 1.ANDSCAPE ARCHITECT IS 10 BE IHfOtMED OF ANY VARIATIONS FROM IBE DIMENSIONS AND rnNDITIONS SHOWN ON THE DRAWINGS. EXISTING CONDITIONS AND LOCATIONS Of UTILITIES IIAVE N{lf &!fN V!RlfltO IIIOEl'fNOENTlV. ITSH,lll BE THE RESl'ONSIBIUIV OF ffl[ CONTRACT ORIS) BEFORE BEGINNl1fG WORK JG Dffilt».INI THE EXACT Ul(ATIO~ OHll. ASfM[IIJHNOEXlSTING UTIUIIES. T!IHOMOO.CTOR!SI SHAll BE RESl'OIISIBLE fO!I. SfCURING ALL PERMITS AND ENG!NtfRlk~ RHIUIRfD WHKH !S NDT INCLUDEII !M Illl'SE DRAWIKGS. (!VII., SJIUCWRAl MECHA!ilCAl ENGINEERING, GR.o\DING AND DRAINAGE B1 OTUERi. SHOP DRAWINGS M~ST GE 511Btl\lTTE1) TO lliE I.ANOSC.Af[ AROillICT fill REYIEWBH0Rf PR0(EEDIN6 Wmt FAiRl(ATION, THERESA CLARI( lAMDSOPE A~CHITE(T APPROVED FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. "AS BU IL T" RCE ___ _ EXP. ____ _ DATE : 4 / ~!E~~ .. =~-~.AN TE R WALLS AND GA TE-00, YB ,_Y_C~,_Y_D ________________ S-EC-TIO_N_/E-LE-VA_T_ION----------j REVIEWED BY: 11 . 5 Hards c ape D.l"'.e::t::a::i::l s~1::N s:::P~E c::T::oR::::::;;:::~::::::::::::::::::::::;:::::;"';:D:;:A T~E~:;-1 1------+---+-------------+---+----t-----t----; ~ CITY PL?NENG CD~~o¼SBAD m LANDSCAPE IMPROVEMENT PLANS FOR: Crowley Residence 4367 Highland Drive Carlsbad, CA 92008 I APPROVED: A ./°= I 1----+----+---------------+----+----t----+----J ~ ~ 11 /"lh/2., 1---J------t-----------------t----t--;----r---; ::;P;:'LA:;:N::::N;:IN::::G===:;-;::===::==;::::::::===~=::===::::==~- DATE INITIAL DESIGNER OF WORK Expiration Dote: 6.30.2022 REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DWN BY: ---LPC2P0R2oJ1E_CQTQ2No3. DRAWING NO. CHKD BY: --537-2L RVWD BY, C:nP?0?0-00'.'l DATE INITIAL CITY APPROVAL STANDING SEAM METAL ROOF ON MARINE GRADE PLYWOOD ;; PACKAGE DROP GATE WOOD FRAME 1 WOOD INSET / ,-CMU, STUCCO MATCH ARCH /f CMU, STUCCO PILASTER WITH BRICK CAP, STUCCO FINISH TO MATCH ARCHITECTURE --'k------p.=:q:=====:;E'.J=I:1p:':r::\2'.CJ/.~11------T7F='.:::i;~~ DECORATIVE SPANISH IRON q HANDLE FG SELF CLOSING HINGE WITH DECORATIVE HINGE PLATE 8" • !l:'. N _, 0 3'-0" PACKAGE DROP-YG,YR 8" 4'-0" e---- l 1 ~ PEDESTRIAN DELIVERY GA TE WOOD FRAME -~-WOOD INSET NOTE: ALL COMPACTION, FOOTINGS, AND REINFORCEMENT PER SOILS REPORT AND STRUCTURAL ENGINEER 4 SCALE: 1 /2"=1 '-0" ELEVATION 1'-0" 3'-o" 1·-0· EXISTING\ STUCC~ WALL FOUNTAIN WALL TW STACKED BRICK CAP SOLDIER COURSE STUCCO MATCH ARCH ✓-4 1/4"0 BRONZE SPITTER / / ROSETTE NO. 683 ,.., . / __ 6"X6"BLUE AND WHITE CERAMIC rn-rrrnTTnTTT7TTTTTTTITTrn'TPM TILE BACK AND SIDE WALL ~ ' ' (0 ' 0 I (0 ~ '"' I . ~ NOTES: 1. ALL COMPACTION, FOOTINGS AND REINFORCEMENT PER SOILS REPORT AND STRUCTURAL ENGINEER 0 2. WALL SHELL/BOWL AVAILABLE FROM KENNETH LYNCH AT SONS 203. 762.8363 8" DEEP NICHE -~ BRONZE WALL SHELL NO. 2414 -CUT STONE COPING J.....,J------CUT STONE PAVING W/PLANTED JOINTS --------WATER TRAY 3 SIDES AND FLOOR TO MATCH BLUE TILE ON BACK WALL MASTER GARDEN FOUNTAIN-ZK 5 SCALE: 1 /2"=1'-0" ---------------------------E-LE_V_A---TI ___ O_N----1 6 ' 0 I ' ".-I ELEVATION NOTE: 6'-0" ~DECORATIVE SPITTER CMU FOUNTAIN WALL. STUCCO ON BACK SIDE TO MATCH HOUSE, PEBBLE ON FRONT AS SHOWN CUTSTONE SURROUND AND CAP S;F=f---CARVED STONE BOWL l '1 CMU, CUTSTONE FOUNTAIN BASIN FS 125.5 ALL WATERPROOFING, DRAINAGE, COMPACTION, FOOTINGS AND REINFORCEMENT PER SOILS REPORT AND STRUCTURAL ENGINEER. GREAT ROOM COURTYARD FOUNTAIN-VV SCALE: 1 /2"=1 '-0" STUCCO TO MATCH HOUSE ON BACK SIDE. CUT STONE STAIR FS 124.0 SECTION • <!) I 1 TILE PAVING - FS 129.0 TILE PAVING FS 129.0 1 /2" DIAM. STEEL WITH (2) 1-1/4"0 BEAD 1 /2" DIAM. STEEL WITH (1) 2"D BEAD ~ ' ' . ' ! • ! i 0 i! I I ... i FS -I I' 7' ' \ " ' Ii I I ' I I ,! CMU, STONE VENEER WALL STONE TO BE OSAGE GOLD TW 131.0 WL 0 I "' CMU, STONE VENEER WALL 0 STONE TO BE OSAGE GOLD 1 TW 133.0 N WL WL ,----,---,."'k---~-,,~----:_-.-:-.-::_--:-=-~~-_-_--_-_--=_-:_-=::_c---1: 0----4,------- . . SECTION ;,, I ELEVATION • N 3'-6" " GATE AND HINGES -.. - . ? ! ' . I BASIN FLOOR AND SIDES TO BE BLACK THOROSEAL, TYP. GATE 1/4" I I I I I I I • NOTES: , CMU, STONE VENEER WALL STONE TO BE OSAGE GOLD TW 131.0 HANDLE GATE FRAME • w (0 ...J I~ . ,.., <( ::c ALL COMPACTION, FOOTINGS AND REINFORCEMENT PER SOILS REPORT AND STRUCTURAL ENGINEER --,; :_•,:,, ! ' • FOUNTAIN BASIN • 0 I "' ELEVATION NOTE: . . -.. F-'---.=~• ... 6'-0" CMU, STONE VENEER WALL , STONE TO BE OSAGE GOLD 'j' TW 133.0 N ALL COMPACTION, FOOTINGS, AND REINFORCEMENT PER SOILS REPORT AND STRUCTURAL ENGINEER. 6'-0" WL ~-~-----.. -.-,~.-----------___.., : . ,, NOTE: CMU, STONE VENEER WALL STONE TO BE OSAGE GOLD TW 135.0 ALL COMPACTION, FOOTINGS, AND REINFORCEMENT PER SOILS REPORT AND STRUCTURAL ENGINEER. / (3) CARVED BOWLS 8"H X 28"W BIANCA VICENZE. DRILL HOLES AT BOTTOM TO PLUMB FOR WATER BUBBLER NOZZLE ~ CMU, STUCCO BASE / STUCCO TO MATCH HOUSE -FG PLANTER AREA BUBBLER NOZZLE WATER LEVEL 1'' BELOW TOP OF POT CMU, STUCCO BASE STUCCO TO MATCH HOUSE FG PLANTER AREA CONCRETE FOOTING - '-T;"f;;;~cc.__~__:;:~ DRILL HOLE AT BOTTOM OF BOWL, PROVIDE WATER SUPPLY LINE FROM PUMP SECTION CMU, STONE VENEER WALL STONE TO BE OSAGE GOLD TW 135.0 r TILE PAVING FS 133.0 ELEVATION . STUDIO 3.4202 Sepulveda Avenue Capistrano Seo:ch, CA 9262-4 pho 9.49.2-48.5-404 fox 9-49,2.i0.9790 IBIS 1111.1.WING AS AN INSTRUMENT Of SERVICES JS THE l'l!Ol'OOY OF TI« llf!ECT AND MAYIIOT Bf Rfl'RODU(ED )NAIii' FORM noor fERMISSHIK ~ND UNms THE ARCIIITfCT'S NAME. All DESIGN FOR fflE SOLE USE Of IffE S THERWISE USED wmmur THE EXPRESS PRIOR WRlffiN PERMISS!otl Of lHE lANOS(APE "°""'· WRITTEN DIMEIISIDII SHALL HA~E !IRfCEDENCt GI/ER SOU:D D!MEKS!OK COMTOOORf51 SffAU V!:RIFY AND BE RESPONSIBLE FOR ALL DIM81SIONS ANO (OIUlllttltri ON 1llf JOB. THElANDS(APfAROIIIECT!S TO BE INFORMfO or AtlY ¥ARIATIONS FROM THI: DIMENSIONS Alm COtlDmONS SIIOWK 0~ THE DllAWINGS. EllSTING CONDITIOll'i m LOCATIONS Of unums HM NO me TltE RESl'ONSIBIUTY Of THE TO OE!fRMIIIETHE 00.CT LO(IJIOII ES.. THE OOIITRACTOltJSl SHAH BE RES RMITS AND EN61ll£ERING R£QUIQEIJ Wll!CH l~NOT INCl.lllllD IN Tl!~ DRAWJNGS. CMl Sl'RUCJUMl MECIIANICAl mlNEfRIMG, GRADING ANO DRAINJGt RY OTHERS. DOG RUN 3 SCALE:1/2"=1'-0" FENCE AND GATE-XX ELEVATION 2 WATER FEATURE-ZS SCALE: 1 /2"=1 '-0" SECTION/ELEVATION SHOI' OgAWnm MUST SE SUBMIJTEO m THE WIDS(APE Al!CHIT£(T FOR !IEY!EW BEIORE PROCEED!~~ Wlffl FABRICATIO!t. TIIERES~ CLARK LANDSCAPE ARrnrrm ~ CUTSTONE SURROUND AND / CAP i--"---CARVED STONE BOWL CMU, CUTSTONE FOUNTAIN BASIN ;--FS CUT STONE BAND PEBBLE PAVING FS 125.5 SUBMERSIBLE PUMP WITH LID PER FOUNTAIN CONTRACTOR ,!--(' L CONCRETE BASE COMPACTED AGGREGATE BASE COMPACTED SUBGRADE FOUNTAIN BASIN PER +--~3_•-~o~"--,1 CONTRACTOR DRAIN AND RETURN LINE TO PUMP SECTION/ELEVATION APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE __ _ EXP, ___ _ DATE REVIEWED BY: DATE 11 .6 Hards cape Details INSPECTOR ___ ........... ...,. .... ;.._ ____________ ---I l---t---+------------i----t-----t---+------1 I SHE?ET I CITY OF CARLSBAD ~9 PLANNING DIVISION ~ ;::L=AN===D=sc=A.'..'.P::E::::::IM:::P::R;:O::VE:;:::M::E;:::N::T=P::::LA::::::N::S::::;FO:::R;::==='..:==== Crowley Residence 4367 Highland Drive Carlsbad, CA 92008 1---+--+--------------+----t---t----t----t I-AP-PR_o_vE~Dfi"-': ~"--·-···-4~·q::-=-t!----- .PLANNING DATE INITIAL DESIGNER OF WORK Expiration Date: 6.30.2022 DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: __ _ PRQJECT NO. LPC20:l 1-0023 RVWD BY: DRAWING NO. 537-2L 5/8" DIA. CROSS PIECES, TYP. 1/2" X 1-1/2" IRON HOOPS IRON BRACKETS ATTACH TO ARCHITECTURAL WALL 0 I 1,o CUSTOM CUSHIONS AND PILLOWS 2" THICK STONE CAP /BENCH WITH 3/4" OVERHANG TERRA COTTA PAVING FS 129.4 CONCRETE SUBBASE COMPACTED AGGREGATE BASE • "' I 4'-0" 4'-0" CMU, STONE VENEER --~ RETAINING WALL/BENCH BACK' TW 131.50 4'-9" 2'-0" 3" THK. STONE VENEER, TYP.'~ I MORTAR___/ SETTING BED 1 BEDROOM 2 BENCH AND TRELLIS-SS, TT, YF SCALE: 1 /2"=1'-0" GRAVITY LATCH / 2"X6" WOOD TOP, CENTER AND I BOTTOM r-BLACK WOVEN WIRE / / ' ~ 6"SOLID WOOD POST I I W/ COPPER CAP SELF-CLOSING 2"X6" TOP FRAME COPPER CAP 2"X4" SIDE FRAME 2"X6" CENTER AND BOTTOM FRAME NOTES: CMU, STUCCO PILASTER W/BRICK CAP, STUCCO FINISH TO MATCH ARCHITECTURE CMU, STUCCO WALL WITH CAP. STUCCO FINISH TO MATCH ARCHITECTURE • "' I ;,, FG - 2'-0" ◊ ◊ 5/8" DIA. CROSS PIECES, TYP. EQUAL EQUAL 1/2" X 1-1/2" IRON HOOPS ,__ _____ FACE OF HOUSE----< FACE OF HOUSE----i ARCHITECTURAL ----< WINDOW IRON BRACKETS ATTACH TO ARCHITECTURAL WALL ARCHITECTURAL WINDOW--------<----1---------------t------ 2'-1" 10" 1'-0" 6" --~--+ CMU, STONE VENEER RETAINING WALL 10" J 0 TW 133.50 CMU RETAINING WALL TW 133.50 ifc'fR½----4-+---WATERPROOFING PER CONTRACTOR ---+----+--GRAVEL FILTER FABRIC AND GRAVEL WITH PERF. PVC DRAINLINE, CONNECT TO DRAINAGE SYSTEM 3" THK. STONE VENEER, Typ-;------- MORTAR SETTING BED NOTE: 2'-0" I - COMPACTED SUBGRADE ALL WATERPROOFING, DRAINAGE, COMPACTION, REPORT AND STRUCTURAL ENGINEER DECORATIVE HARDWARE ALIGN PILASTER WITH CURB EQUAL DECORATIVE CLAVOS, TYP. WOOD FRAME WITH VERTICAL WOOD SLAT INSETS WHEELS AND CHANNEL EQUAL 1s·-o· 2'-0" FG UJ-------'¾c--+-,f-----DECORATIVE HANGING LIGHT 4'-8" (VERIFY IN FIELD) ) l AT CENTER OF EACH HOOP CMU, STONE VENEER RETAINING WALL TW 133.50 CMU, STONE VENEER RETAINING WALL/BENCH BACK TW 131.50 ~-CUSTOM CUSHIONS AND PILLOWS ~-2" THICK STONE CAP/ BENCH WITH 3/4" OVERHANG TW 130.65 ~-TERRA COTTA PAVING FS 129.4 -----COMPACTED SUBGRADE SECTION/ELEVATION 34202 Sepulveda Avenue Capi$1rono Beach, CA 92624 phq 9.49.248.5404 fax 9.49.240.9790 00 OF SERVICES !S TllE PRO!'tl!TT OF THE REPROOO® IN AWi FORM WITHOUT PEIIMJSSION AND UNlBS TIIE AACH!TICT'S NAME. AU DfSIGII DRM\'IN6 ARE FOR THE SOL£ USE SHAU. NOT BE OlHERWlS£ USl:D WITIIOUTTHE EXPRESS PRIOR WRITTEN PERMISSIOII Of lHE LIJIBSCAPE ARCH!tm. WR!ll£1l Dllit£NS!ON SHALL IIAVE !'RECEDHICE OVER SCALEO DIMEKSIOK. CONlWTORIS\S!iAtt VERIF'i' AND Bt RESPlll!SlBl[ fllR ALL DIMEIISlONS AND CONDITION ON TIIEJOB. THH,OOSCAPfARl:ttrn:CT!S la 8f INFOKMED Of AllY VARIATIONS fROM lHl: DIMENSION~ AMO CotlDffiotl~ SIIOW!f ON me DRAWINGS. fXISTING rnNOITIOIIS lND lOCATIOKS Of llT!LITIES HAVE NOT BEHi VERfflED INDEPENOENTtY. IT WAIL BE ll!E R(SPONSIBUITV Of THf CONJRACTOR[S\ BEFORE BEG!NMIIIG WORK Til DrntlMINE lllE EXACT lJ)(AT!ON Of Ml !AYMEIITS AND UISTING UTILITIES. THE COIITRACTOR(Sl Sl!All RE RfSPDNSIB!.E FOft SEmlNG All m:MIT'i AMD ENGIIIEfRl~G tEGUOO!OWfflOI IS NOT lNClUDID IN THESE DRAWINGS. CM~ S!RUCTUIW, MECl!AN!CAL ENG!NEERIMG, GRADING AIID llRAINAGf BY OTIIERS. SHOP DRAWIIIGS MUST Bl: SUBMITTED TO lHE lANDSCAPE ARCHITECT FDR RMEW BffOR{ PRO{EEOIIIG WITH fft8RICA.TIOII. ll!EmA ClARK LANOSCIJ'E Al:CHIIE(f ALL COMPACTION, FOOTINGS AND REINFORCEMENT PER SOILS REPORT AND STRUCTURAL ENGINEER NOTE: ALL COMPACTION, FOOTINGS, AND REINFORCEMENT PER SOILS REPORT AND STRUCTURAL ENGINEER. ,,_ ____________ ~VE=R=l~FY~DIM_ENSION IN FIELD PRIOR TO FABRICATION APPROVED F'OR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION or PLANTING AREA. LOWER VINEYARD FENCE AND GATE-Yl,YJ 3 SCALE: 1/2"=1'-0" GUEST DRIVE GA TE-AA,BB,DD, YK 2 SCALE:1/2"=1'-0" "AS BUil T" ELEVATION ELEVATION RCE __ _ EXP, ___ _ DATE REVIEWED BY: 11. 7 Hardscape Details 1-----1--+------------+---+----+----1---_rrJ =sH=8EE=T ~I :::::C::;;:IT;:;;Y;::::::O;::F::::::::C;:::A=:;R;::L::;:S::;;:B:::A=::D~J ;;::.::;;:9 ~I PLANNING DIVISION INSPECTOR DATE LANDSCAPE IMPROVEMENT PLANS FOR: Crowley Residence 4367 Highland Drive Carlsbad, CA 92008 1-----+--+-----------+---+----+---+----I I APPROVEDA ;ef ~ _PLANNING ~ DATE INITIAL DESIGNER OF WORK Expiration Date: 6.30.2022 REVISION DESCRIPTION OWN BY: ---PRQJECT NO. DATE INITIAL DATE INITIAL CHKD BY: ---LPC2021-0023 OTHER APPROVAL CITY APPROVAL RVWD BY: DRAWING NO. 537-2L CMU, STUCCO PILASTER W/BRICK CAP, STUCCO FINISH TO MATCH ARCHITECTURE CMU, STUCCO WALL WITH CAP. STUCCO FINISH TO MATCH ARCHITECTURE NOTE: • <D I ;,-, FG 2'-0" ALL COMPACTION, FOOTINGS, AND REINFORCEMENT PER SOILS REPORT AND STRUCTURAL ENGINEER. ◊ ◊ ◊ ◊ ~ ~ DECORATIVE HARDWARE ALIGN PILASTER WITH CURB EQUAL _/ ~ DECORATIVE CLAVOS, TYP. WOOD FRAME WITH VERTICAL WOOD SLAT INSETS WHEELS AND CHANNEL EQUAL MAIN HOUSE DRIVE GA TE AND UTILITY GA TE-ZN,ZO, YL, YS 2 SCALE:1/2"=1'-0" <, (' ◊ ◊ ◊ ◊ FG 2'-0" WOOD UTILITY GATE 6X WOOD POST DECORATIVE SPANISH _,.--IRON HANDLE UTILITY GATE 6X WOOD FRAME WOOD INSET t--'---'--~~-J<::=11---+-SELF CLOSING HINGE WITH DECORATIVE HINGE PLATE ELEVATION b I io 1'-0" FACE OF HOUSE STEPSTONE FS 7'-7" 1'-0" 1'-2" 1'-0" H"W STACKED RED PORPHYRY TERRA COTTA TILE CAP STUCCO RED PORPHYRY TERRA COTTA CROSS PIECES WITH GROUT JOINTS STACKED RED PORPHYRY TERRA COTTA TILE 6"STONE SLAB STAIRS NOTE: STACKED RED PORPHYRY TERRA COTTA TILE CAP 1/2" OVERHANG TYP. STUCCO CAP ENLARGEMENT SCALE: 1''=1'-0" • ALL COMPACTION, FOOTINGS, AND REINFORCEMENT PER SOILS REPORT AND STRUCTURAL ENGINEER • SEE PLAN FOR NUMBER OF RISERS. 1 MASTER GARDEN LATTICE WALL-ZT SCALE: 1 /2"=1'-0" Ll.8 Hardscape Details ELEVATION STUDIO 34202 Sepulveda Avenue Copislrano Beach, CA 92624 pho 949.248.5404 fux: 949.240.9790 THIS DRAWING AS ~N INSTRIIMEMT Of SEIIVICB !S T!IE fROfEm Of THE lANDS(AP:E m,mrn: AMO MAYIIOTBE m>ROOO(EO Ill AMY FORM ll'ITHOOT THE lAlfDSCAP!: ARCl!ITHT'S WRITTEN PERMISSION AND UNLESS THE AR(fflTm'S NAME. AU O!:SlGII OR.IWING ARE FOR THE SOU IISE rn PROJECT ONLY AND SHAll NOT BE 01HfRWIS£ U~EO TllE WIESS PRIOR WRITTEK PERMISS!OII Of TIIE LANOSUPE WRlfilU OIMEltSIOM SHALL IIAVE PREQOEIICE OVER SCALED llfMEJISIOII. COUTRACTOR{Sl SliALL YUlfY AND Bt RESPOIISIBlE FOR All OIMENSIOJIS AND CONIJITT(J!(S OJI TitEJOB, ll!E LANOSCMEARCHITECTJS TO BE INFORMED OF MIY VARIATIONS FROM TIIE DIMENSIONS AMO COIIDITIO~S SHOWH ON THE ORAWHtGS. OOSllNG CONDITI0~5 ANO L0OD0IIS OF UTIUTIES HAVE NOT BHN Y£RlR£D INDEPfHDOOLt If SHALL DE TllE RESPOIISIBUITY Of SHOP Dlt~WINGS MUST BE SUBMITTfO 1D THE U.IIDSCAPE m,mm FOR REVIEW BEfOiE PROCEEOIMG WJTii FABRICATION. TllfRESA nm LANDSCAPE ARCl!llm APPROVED FOR !RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. " AS BU I LT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 1-----+--+-------------+--+---+---t------i I SHEgET I CITY OF CARLSBAD [sHffi'5l9 PLANNING DIVISION ~ ~LA::::;;N:;::D:;::SC;:A'...;P;:;E;::;IM::;;P;:R;:O;:;VE:;;:M;;E;;N:;::T=P;:L;:;A:;N;;S:::::;::FO;:R;::==:::::~==::; Crowley Residence 4367 Highland Drive Carlsbad, CA 92008 1-----t--+-------------+---t---+---t----t I APPROVE~/2..._ ;;;c;=c .PLANNING ~ DA TE INITIAL DESIGNER OF WORK Expiration Date: 6.30.2022 REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DWN BY: __ _ DATE INITIAL CHKD BY: __ _ CITY APPROVAL RVWD BY: DRAWING NO. 537-2L DECOMPOSED GRANITE PART 1 -GENERAL 1.02 Quality Assurance SECTION 02512 A Rules and Regulations: Perform all work and use materials which are in full accordance with latest rules and regulations of safety orders of Divisions of Industrial Safety and all other applicable laws and regulations of the City, State, and County. 1.03 SUBMITTALS A Samples and Product Data: Submit the followinJt items: 1. Decomposed Granite: One pint for each size ana color range. PART 2 -PRODUCTS 2.01 DECOMPOSED.GRANITE • Supplier: California Gold Track Fines by Felton Quarry, Felton, CA 95107; Tel. (408) 335-4934, or accepted equal. 2.02 PORTLAND CEMENT: ASTM Cl50, Type I or 11. PART 3 -EXECUTION 3.01 SUBGRADEPREPARATION A Verification of Subgrades: Verily that subgrades have been rough graded to lines and grades to within 0.10 It. to eccept (2) (4) in. deep crushed stone paving. B Compaction: Compact subgrade fo minimum 90%. 3.02 WOODHEADERINSTALLATION; A General: Install headers immediately prior to the installation of the decomposed granite paving and irrigation system. 3.03 AGGREGATESUBBASE A Placement: Spread aggregate subbase over thoroughly-compacted subgrade, in conformance to Section 26 or the Standard Specifications. ( Compact by roller or tamper.) 3.04 DECOMPSEDGRANITEPAV!NG A General: Install all cement-stabilized crushed stone work true to grade, properly coinciding with adjacent work and elevations. Provide a finished surface uniform in texture and appearance. Do not permit finished work to vary more thanl/8 inc. in 10 ft. from true profile and cross section. B Mbting: 1. General: Paving shall consist of a mixture of decomposed granite, cement and water, thoroughly mixed by revolving blades or rotary drum or continuous mixing at the option of the Contractor. 2. Cement: Add Portland Cement to decomposed granite at a minimum of 5 % by weight of the dry fines. Increase the amount of cemenr as required to provide a compressive strength of not less than 500 psi at seven days as determined by testmg procedure. 3. Water. Adjust quantity: of water added to the mixture to permit maximum compaction of the materials when placed on the subgrade. C Installation: 1. Grading: When surface areas have been rolled and !t becomes necessary to add a thin layer of matenhl to bring the surface to grade, the previously rolled or compacted area shall be ranked to provide a bond with the added material. 2. Application Time: Not more than 1-1/2 hours shall elapse between the time water is added to the aggregates and cement, and the time completion of final trimming and compaction. 3. Finish Paving Surface: Provide a uniform texture and color and without a cement mortar film on the exposed surface. D Curing: After installation, keep moist for a period of 7 daYJ!. Apply water in a fine mist or pray an in such a manner that it will not damage the finisliea surface. 3.05 CLEAN-UP A Keep all areas of work clean, neat and orderly at all times. Keep all adjacent planting areas clean during paving operations. B Remove from the premised all surplus materials, tools, equipment, rubbish and debris resulting from the work at no expense to the Owner. SITE CONCRETE PAVING PART !-GENERAL 1.01 DESCRIPTION A. Work Included: SECTION 02514 Concrete _J)_~]11)g 1.02 QUALITY ASSURANCE: • " A. Applicable Standards: All references to the Standard Specifications , "ASTM", or "ACT" manuals shall mean the current or latest editions as described below. Standard Soecifications -Standard Soecifications of the State of California, Business and Transportation Agency, Department of ASTI.I -American Society for Testing and Materials, Standards as indicated, latest editions. WCIJB -West Coast Lumller Inspection Bureau, standard Gradin_g and Dressipg Rules No.16. Concrete Reinforcing Steel lnsti{ute -Manual of Standard Pract1ce, MSP-1-86". ACI -American concrete institute, Manual of Concrete Practice. B. Percent Compaction: ASTM D1557! percentage of the maximum in-place dry density ol the same materia as determined by Soils Engineer. C. Coordination: 1. Coordinate all items of other trades to be furnished and set in place. 2. Insure that such portions or their work are all or in part embedded, built-in, attached to, supported by or covered over by the concrete work are executed by them in ample time that progress of the work is not delayed. 3. do all cutting or patching made necessary to comply with above injunction. 4. Coordinate p,roper installation of all accessories embedded in the concrete and for the provision of holes, openings, ect., necessary to the execution of the work of the trades. D. Lines and Levels: A licensed surveyor or registered civil engineer shall layout and establish all lines, levels, grades anii positions of all parts of the work. 1.03 SUBMITTALS: , A. Samples and Product Data: Submit samples and manufactures latest catalog cuts and specifications of the following materials. I. Jobsite fiatwork panel: One 12 foot X 12 foot X 4 inch for each type of concrete finish and color. Include required joints and treatment. 2. Color samples: · Grout and expansion joint compounds. 2. Color samples: Grount and expansion joint compounds. 3. Concrete Mix Design: Three copies of each type of concrete. Include all information required by the batch plant to accurately mix the concrete proportions. Mix designs are to be based on the approved fiatwork panels in item #1. See Mix Design Criteria 1.04. 4. aggregates: Provide three samples of each aggregate size and type to be used in the mix design. Clearly identify the sieve size, name, and color of -each sample on the containers. Submit samples of the each of the following: 1.04 MIX DESIGN CRITEIA: A. General 1. All concrete mixes shall be proportional and designed in accordance with AC! 211.1-81 and the Uniform Building Code. 2. All mixes shall be designed for ready mix transported concrete per ASTM C94. 2.01 POURED IN PLACE CONCRETE: A. fe'll'faJbncrete shall be transit mixed, complying with ASTM C94. 2. All concrete shall be supplied from a single source using a single cement, sand and aggregate supplier. B. froduct Cho,racteristica: . . CompresSive Sl.iengtn to be 3000 psi. 2. Slump: 4 inch maximum 3. C~ment Cont~11t·h6 aack .mix. d . 4. Fims.n: see ftms scn8dUle on rawmgs. 2.02 CEMENT: TM C150, Type I or II Portland Cement. 2.03 BASECOU Per recommendations provided in the Soil Geotechnical Report. 2.8& ffiti!lSf< TE Descri~tion: ASTM C33 ~:06 REJNFOi : ASTM C3 A. Reinforcing Bars: ASTM A615 Grade, 60 deformed billet-steel bars, clean and free from rust, scale, or coating that will reduce bond. 2.07 WATER: Clean, potable, concrete mixing water free from injurious amounts of salts, oils, acids, alkalis, organic materials or other deleterious matter. 2.08 AIR ENTRAINMENT: ASTM C260, air-entraining admixture. 2.09 lNTERGRAL COLOR: " • A. Product: CHROMIX Admixtures as produced by L.M. Scofield Company . 2.10 COLOR HARDENER ADMIXTURES: A. Product: Lithochrome Color Hardener Admixtures as produced by L.M. Scofield Co .. 2.11EXPANSION JOINT MATERIALS: A. Expansion Joint: W.R. Meadows or equal, Ceramar flexible loam expansion joint ¼ inch. 2.12 WEAKENED PLANE JOINTS: Hand tooled joint, 1/8 inch by 2 inch, with 1/Binch radius. "Zip-strip joints" permitted in public side walks only. 2.13 SAW CUT JOINTS: Maximum 3/16 inch by 1/2 inch deep. Extend all saw cuts to the end of each concrete panel. Do not overlap cuts into adjacent concrete panels. 2.14 WOOD FORMS: A. Wood: 1. Exposed Concrete Surfaces: Plywood, PSI; B lace on contact side, Ext. Grade, Douglas Fir, Class l; not less that 5{8 inch thick. Mill oil or resin coat surfaces at factory and seal; edges use type that will no stain or leave residue on concrete. 2. Unexposed Concrete Surfaces: Board forms or plywood as specified for exposed concrete surfaces. Board forms; Douglas Fir, sound, good quality, and free from loose knots; not less than 3/4 inch thick. 2.15 FORM 011: Nonstaining mineral oil type. 2.16 FORM COATING: Euclid Chemical Co.'s Eucoslip, W.R. Grace's Formfilm, Noxcrete's Pre-Form, or approved equal. 2.20 CONCRETE RET ARDANTS: To be by Bnrke products or approved equal. 2.21 NON-SHRINK GROUT: To be by Burke products or approved equal, non-shrink, non-metallic grout. 2.22 EPOXY GROUT: To be Sika, Sikadur 32 or approved equal. Minimum compressive strength value of 8500 psi. PART 3-EXECUTION: 3.01 GENERAL: A. Surface Drainage: 1. Provide for positive drainage on all concrete paving surfaces. 2. Report in writing any discrepancies or omissions on drawings and conditions on the site which would prevent proper drainage. 3. No "birdbaths" or other surface irregularities will be permitted. ProP.erly correct irregularities. B. Securement: Use templates for ail anchor plates bolts inserts and other items embedded in concrete. Accurately secure so that they will not be displaced during placing of concrete. C. Electrical Conduit: Do not embed _ _pipipg, other thab electrical conduit, in structural concrete. Locate c9nduit to maintain stregtl\ of structures at maximum. Verify size, length and location of electrical conduit. 3.02 BASECOURSE: Compact as per Soils Engineer's recommendations. 3.03 CONCRETE!NSTALLATION: A. General: 1 3 000 • 1. Concrete Strength: Minimum 28 day compressive stre;q.gth o , ps1. 2. All concrete sliall be transit mixed in accordance witli requirements of ASTM C94. B. Placement: 1. Place all concrete in accordance with AC! 318. 2. Once concrete operation has begun it shall be continued until the specified panel1 component, or section is complete. ilse of cold joints is not permitted without specific prior approval of the Architect. 3. Concrete shall not be placed in water, and water shall not be permitted to rise over concrete prior to final set. 4. Do not place concrete untll all reinforcing, sleeves, and conduits are in place and properly fastened or covered. 5. Clean and coat all forms prior to placement. 3.04 FORMWORK: A. General: 1. Construct forms accurately to dimensions, plumb and true to line and grade. Use forms that are substantial, morter tight, braced and tied so as to maintain position and shape during placing of reinforcing and concrete. 2. Wavy surfaces and bulged slab surfaces resulting from setUement or springing of formwork will be rejected. 3. Carefully verify and check all forms for alignment and level as the work proceeds. Promptly make all needed adjustments or additional bracing. B. Construction Joints: Construct and assemble forms in such a manner that joints occur at accepted locations. Thoroughly clean forms before pouring concrete. C. Details: Take extreme care in all detalls of forming, setting and reinforcil).g. Except where tooled comers are indicated, provide all exposed concrete -fi..nish work witli smootli, even surfaces of dense concr~e with clean sharp arises and outside corners. D. Coordination: After forms have been placed and accepted, insure that all other trades have been properly notified and are given sufficient time to complete installation of their work. E. Recesses and Openings: Provide as shown on the Drawings or as may be directed at the site. F. Reinforcing Steel: Install progressively with work of other trades. Coordinate each other's schedules so as to avoid disturbing or moving work already installed by one trade to admit the work of another. G. Responsibility: Each trade shall be entirely responsible for proper installation and securing of the work during placing of concrete. H. Prior to Pouring Concrete: 1. Thorougpl_y clean out all forms to be used. 2. Thoroug~ wet wood forms as required where form coatings are not used. I. Removal of Forms: 1. Do not remove supporting forms or shoring until concrete has sufficient strength to carry its own weight and other loads upon it. 2. Remove forms only after concrete has properly set and without damaging concrete. 3.05 REINFORCEMENTS: A. Supports: Accurately and securely fasten or support reinforcements to prevent displacement before or durjng pouring. Hang footing bars from forms. Support wire mesh with suitable metal cradles. Fabrication: Clean, bend and place reihforcement per AC! Manual of Concrete Practice. Bends shall conform to bend dimensions defined as standard in accordance with details in drawings. C. Placing: 1. The placement of bars shall conform to the recommended practices in CRSI, Placing Reinforcing Bars. 2. Move reinforcing bars to avoid interface with other reinforcement, conduits, or embedded items. Do not exceed specified placing tolerances, 3. Provide a minimum of 2 inch concrete cover around all reinforcing. 4. Bars shall bar securely tied to prevent displacement. All bars shall be tied at crossing contact. All dowels shall be secured in place before depositing concrete. 5. Welded wire fabric shall be furnished in flat sheets only. 6. Reinforcing bars partially embedded in concrete shall no be field bent, except as showo in the drawings or permitted by the Structural Engineer. 7. All horizontal reinforcement including welded wire fabric, shall supported on specified supports. Use of "hook and pull" method for welded wire fabric is prohibited. 3.02 JOINTS: A. General: . 1. Locate all joints as shown on. the drawu;1gs. . . . . 2. Locate all Joints on forms pnor to placmg concrete. Form m fresh concrete uSing a Jomter to cut the groove so that a smooth uniform impression is obtained. Strike all joints before and after brooming. 3. Saw cut joints: Mark all joints on the pavement with chalk lines. Obtain approval of joint locations from Landscape Architect prior to proceeding with the work. 4. All intersectina joints to stoP. cieanly at point of intersection. Overlapping of joints into unjointed concre{e panels is not permitted. 3.03 FIN!SHES: A. Broom Finish: d 1. • h 1. Obtain by drawing a stiff bristled broom across a floate mis . 2. Direction of brooming to be perpendicular to direction of work or as shown on Drawings. B. Steel-Trowel Finish: !. After surface water disappears and floated surfaces have sufficiently hardened, steel-trowel to a smooth surface. . . 2. After concrete has set enough to ring trowel, retrowel to a uniform smooth fm1sh, free of trowel marks or other blemishes. Avoid excessive aJTeas. C. Integral Colored Stamped Concrete: 1. Grades: Screed and Mag-float paving to a smooth even grade using overhead screeds where necessary to set flow lines and grade breaks. 2. Stamping: While concrete is still in the plastic stage, apply approved imprinting tools to make the required patterned surface. Joints to receive grouting shall be completed at this time. 3. Finish:Water blast surface no later than 18 hrn. after initial pour to match the approved sample. 4. Review: Finish work shall match approved job sample. D. Sand-Blast Finish: 1. Continuity: Perform is as continuous an operation as possible, utilizing the same work crew maintain continuity of finish. 2. Depth of Cut: Use an abrasive grit of the proper type and gradation to expose the aggregate and surrounding matrix surfaces to match sample panel as follows: a. Light Cut: ApJlroximately 1/23" !lilt. ,, b. Medium Cut: lpproximately lt16 to 3/32 . 3. Uniformity: Use same nozzle, nozzle pressure oud blasting technique as used for sample panel. Use same individual operator where possible. E. Rock Salt: 1. While concrete is still in a plastic stage, evenly dispense rock salt over surface at the rate of ten (10) pounds per 150 square feet. 2. Float rock salt into surface of concrete. Do not cover rock salt. 3. Allow concrete to cure for 7 to 10 days. Thoroughly wash remaining salt from surface. Do not permit washed salt to contaminate adjacent planting areas. F. Retardant finish: . . 1. Screed, tamp and float concrete in conformance to normal mstallation procedures. G. Seeded Exposed ~regate Finish: I. Seeding: Immediately after the slab has been screeded and darbied, evenly distribute aggregate over the surface with proper techniques such that the required finish texture and color can be achieved. 2. Mixed Aggregates: Where multiple colors or sizes of aggregate are required !or achieving the desired finish, pre-mix the aggregates in approved ratios and store in containers until ready for installation. 3. Embedding: After seeding, hand-fioat the surface to embed the aggregate, follow with a steel trowel to insure that all aggregate are entirely and evenly embedded just beneath the surface. 4. Depth: As soon as the concrete has achieved • firm set, simultaneously brush and wash with water using the proper pressure and flow to obtain a clean, uniform surface with depth of exposure ol the aggregate of no more than 1/16" 3.10 EXPANSIONJOINTS: A. Locations: Provide joints at locations and intervals shown on the Drawings, and where concrete paving abuts buildings, curbs, or other structures. B. Sealing: After the curing period, carefully clean expansion joints and fill with joint compound to ¼ inch below adjacent paved surface. Avoid spilling_ on paved surfaces or overflow from joint. 3.11 EPOXYGROUT: 1. Mix, install and cure epoxy grout in strict accordance with manufactures written instructions. 2. Holes for insertion of bolts or handrails shall be drilled to the diameter and depth as indicated on the drawillgs. All holes shall be cleaned by brushing and blasting out with compressed air. Do not drill !lie hole greater than ¼ inch larger than the diameter of the insert. 3.12 NON-SHRINKGROUT: 1. Install per the manufactures recommendations. Mix consistency appropriate for placing method and conditions. 2. Minimum strength at any consistency shall be 7.000 psi at 28 days. SITE CONCRETE SECTION 03310 PART !-GENERAL 1.01 DESCRIPTION: A. Work Included: Concrete footings for Landscape Structures Concrete st~ps and ramps Concrete wans Concrete wans for Veneer Surfacing materials Miscellaneous concrete components 1.02 QUAIJTY ASSURANCE: Section 02514 1.03 SUBMITTALS: Section 02514 PART 2-PRODUCTS 2.01 CEMENT: Se9.!Jon 02514 2.02 BASE COURSE: Section 02514 2.03 COURSE AGGREGATE: Section 02514 2.04 FINE AGGREGATE: Section 02514 2.05 ADMIXTURES ASTM C494-B2 2.06 REINFORCEMENTS: Section 02514 i:8i ~M:tKlmSINJomgRTS SECTION 02514 A. Product: CHJ\QMIX Admixtyres as produced by "L.M. Scofield Cqµt.Pany", or equal. 2.09 WATERSTOP: Perfect Seal :J'jy white Cap Industries, .. Watersto1> oy Greenstreak or equal 1. All waterstops shall be PVC nontoxic serrated with center bulb type 2. Size of the wateerstops shall be minimum of six times the largest aggregate size plus the width of the joint. 3. All waterstops are to be a single piece free of any defects or splices. If splices are required to accommodate horizontal radii, make all splices connected with a hot splicing iron. 2.10 EXPANSION JOINT MATERIALS: SECTION 02514 2.05 FORMINGMATERIALS A. Wood Forms: I. Wood: . a. Exposed concrete surfaces: Plywood, S4S, PSI; B lace on contact side, EXT. Grade, Douglas Fir. Class I; not less than 5/8 inch thick. Mill oil or resin coat both surfaces at factory and seal edges; use type that will not stain or leave residue on concrete. B. Unexposed concrete: Board forms or plywood as specified for exposed concrete surfaces. Board forms; Dou~las Fir, sound, good quallty, and free from loose knots; not Jess than than 3/4 inch thick. 2. Plywood forming: A. Concealed portions may be APA rated B-B Plyform, exterior grade. B. Exposed portions shall be APA rated, medium density overlaid, exterior grade. C. Radius Concrete Forms: 1. To be assembled in pieces representing the radii required to perform the work. Shop cut and assemble when possible. 2. Burke or equal, Burke Tube, seamless, standard duty. 2.12 Form Release Agent: Shall be Euclid Chemical Co. Eucoslip, W.R. Grace's Formfilm, Concrete's Pre-Form, or approved equal. 2.13 Form Oil: Nonstaining mineral type. 2.14 CURING COMPOUNDS: ASTM C-309 2.15 VAPOR BARRIER: Shall be Super Sampson 4 or approved equal. 2.16 EPOXY GROUT: To be Sika, Sikadur 32 or approved equal. All products shall have a minimum compressive strength of 8500 psi. 2.17 NON-SHRINK GROUT: To Be by Burke products or approved equal, 57-100 non-shrink, non-metallic grout. 2.18 OTHER PRODUCTS: Provide all other products necessary for complete installation and operation. Such products shall be subject to the review of the Landscape Architect. PART 3 -EXCUTION 3.01 GENERAL: A. Surface Drainage: 1. Provide for positive drainage on all concrete paving surfaces. 2. Report in writing any discrepancies or omissions on drawing and condition on the site which would prevent proper drainage. Do not proceed with installation in areas of discrepancy until all such discrepancies have been properly resolved. 3. No "birdbaths" or other surface irregularities will be permitted. Properly correct irregularities. B. Securement: Use templates for all anchor plates, bolts, inserts and other items embedded in concrete. Accurately secure so that they will not be displaced during placing of concrete. C. Electrical Conduit: Do not embed piping, other than electrical conduit, in structural concrete. Locate conduit to maintain strength of structures at maximum. Verify size, length and location of electrical conduit. D. Prior to installation of concrete, carefully inspect the installed work of all other trades and verily that all such work is complete to the point where this installation may properly commence. E. Verify that all work can be installed in strict accordance with all pertinent codes and regulations, the original design, reviewed submittals, and manufacturers• latest recommendations. 3.02 CONCRETEINSTALLATJON: A. General: 1. Concrete Strength: Minimum 28 day compressive strength of 3,000 psi. 2. Transit Mixed: All concrete shall be transit mixed in accordance with requirements of ASTI.I C94. 3. Time: Concrete shall be mixed for 10 minutes minimum. Concrete mixing shall continue until concrete is completely discharged, Minimum of mixing time shall be 3 minutes at the job site. 4. Water: Under no circumstances shall be the Contractor add water to the concrete mix. 5. Standard Specifications: Applicable requirements ol Section 51, "Concrete Structures," and Section 90, "Portland Cement Concrete'', except as modified herein. 6. Concrete shall be rejected if not placed within 45 minutes of adding water and admixtures. B. Placement: 1. Place all concrete in accordance with AC! 316. 3.03 FORMWORKINSTALLATION: A. General: 1. Construct form accurately to dimensions, plumb and true to line and grade as shown on the drawings, subject to tolerances defined in this specification. Use forms that are substantial, mortar tight, braced and tied so as to maintain position and shape during placing of reinforcing and concrete. 2. Design and construct lormwork based on recommendations described in ACl 347. B. Construction Joints: Construct and assemble forms in such a manner that joints occur at accepted locations. C. Details: Take extreme care in all detalls of forming, setting and reinforcing. Except where tooled corners are indicated, provide all exposed concrete finish with smooth, even surfaces of dense concrete with clean sharp arises and outside corners. D. Eartb!orms: 1. As accepted, use eathforms for footings only where soil is firm and stable and concrete will not be exposed. Cut excavations neatly with accurate sizes. E. Coordination: After forms have been placed and accepted, insure that all other trades have been properly notified and given sufficient time to complete installation of their work. F. Recesses and Openings: Provide as shown on the Drawings or as maybe directed at the site. G. Reinforcing Steel: Install progressively with work of other trades. Coordinate each other's schedules so as to avoid disturbing or moving work already installed by one trade to admit the work of another. H. Responsibility: Each trade shall be entirely responsible for proper installation and securing of the work during placing of concrete. I. Prior to Pouring Concrete: 1. Thoroughly clean out all forms to be used. 2. Thoroughly wet wood forms as required where form coatings are not used. J. Exposed Concrete: 1. Install formwork so that mortar leakage is minimized. Procide loam edge stripping at panel edges to prevent grout fins, and other defects. 2. Stagger all joints in forming panels. 3. Align all wall form ties symmetrically about the center of the panel, both horizontally and vertically. K. Footings: I. Install formwork as required to maintain dimension and elevation during concrete placement. 2. Construct to tolerances required in this §Peci!ica,tion. 3. Prepare subgrade and compact per Soil Engineers geotechnical report. L. Embedments: 1. Comply with AC! 318, regarding placement and material requirements. 2. All embedded items shall be aligned and braced with templates or other devices to prevent movement during concrete placement. 3. Do not embed aluminum materials of any type without approved corrosion coating. M, Removal of Forms: 1. Do not remove supporting forms or shoring until concrete has sufficient strength to CaITY its own weight and other loads upon it. 2. Remove forms only after concrete has properly set and without damaging concrete. 3. In no case shall forms be removed from exposed, sandblasted concrete components in less than 24 hours, and required by coating manufacturer. 4. In no case shall forms be removed from soil retaining type walls untll concrete has cured a minimum of 48 hours. For soil retaining type walls over six (6') feet, forms shall not be removed for a minimum of 60 hours. 3.04 REINFORCEMENTS: A. Fabrication: 1. Bends shall conform to bend dimensions defined as standard in accordance with details in the CRSI Manual of Standard Practice, unless otherwise noted. 2. Bars shall be bent cold, and shall not be bent or strsightened in a manner that will damage the material. 3. Bars shall be fabricated within the tolerances shown in the CRSI manual of Standard Practice. 4. Welding as an aid to fabrication and/or installation will not be permitted except as specifically shown in the drawings, or as authorized by the Landscape Architect. B. Supports: Accurately and securely fasten or support reinforcements to prevent displacement before or during pouring. Hang footing bars from forms. Support wire mesh with suitable metal cradles. C. Placement: 1. Clean, bend and place reinforcement per recommended practices of AC! Manual of Concrete Practice. 34202 Sepulveda Avenue Copistrono Beach, CA 92624 pho 94.9.248.5404 fax 949.240.9790 nus flRAWiNG ASAN lMSTI!UMEITT OF sm1m IS THE PiOPEUYOf IHE IANDSu\P[ ARCllf!m AND MAY IIOTBE REPRODUCfO INAMY FORM WITHOllT THE lANOS(AfE urnmcn WRITTEN PERMISSIO!i AHO UNLESS THE RWWDUCTION CARRIES THE LAMDSCAPEAR(IIITECT'S N.I.ME. All OESlliN MIO OTHER INFORMATION SIIOWN ON THE CRAWlNG ARE FOR THE SOLE USE Of Il!E SPWfltD PROJECT ONLV AND SHALL NOT BE OTHERWISE USED W!TIIOOT THE EXfKESS PRIOR WRmEN PERMISSION OF IllE LANDSCAPE AWtrrm mllTIN Dlt.\EKSION SHAU HAVE PR!:CEl!ENCE OVER SCALED D!MEMS!OII. (O!f!RACTORIS) ~All VERIFY AHO BE RESl'ONSIBlE FOR All. DIMENSIONS AHO {Olmmd!ri~ ON THfJOB. !HE LAIIDSCM't ARCH!T£0 IS 10 BE lllfORMED Of AIIYVolllATIONSfROM THE DIMEMSIOIIS ANO (OIIOfllONS SHOWN ON TH!: DRAWINGS. EXl)TING CONO!TIOIIS MID LOCATIONS Of IITllffiES IIAVE NOT Bm: VERlflED IHOE PfNtlENTlY. !T Y!All BE TIIE aESPONSIEIUTY Of TIJE CONTil~CTOR[S\ Dtf-ORE BtGINNlMG WORK TO OETEIIMINE THE !XACT LOCATION Of AU Ms!:MENTSMID EXISTING UTILITIES.. TllE CONTRACTOlHS) SHAU BE RESPONSIBLE FO!t SECURING All PERMITS AMO ENGIIIEERl~G REQUIHOWlll(!I IS IIOT INClUOED IN THESE DRAWINGS. CIW~ STRUCIIJPJ.~ M[CHANl(Al ENGINEERING, 61:AnlNG AND OIIAINAGE BY OTHERS. SHOP ORA.WINGS MUST BE SUBMITTED TO TH£ lAIIDSUJ'E ARCHITICT FOR RMEW BEFORE PROCEEDING W!IB fABRICATIOK. mum (lAIK LANDSCAPE AR[ll!TE(T APPROVED FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: 11.9 Hards cape Specifications INSPECTOR DATE ___ ...1,.;,;.;.;;;..;;.;;.;.;;.;. ____________ --1 1----f----f--------------+---+--+----t---J ~ CITY PL?NENG~~~0¼SBAD ~ ;::::===-=================:;::==~== LANDSCAPE IMPROVEMENT PLANS FOR: Crowley Residence 4367 Highland Drive Carlsbad, CA 92008 1----f----f--------------t---+--+----t---J I APPROVE~ d~ .PLANNING ~ DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL OWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. LPC2021-0023 r,op2020-nn'< DRAWING NO. 537-2L I XI., ... \ i ,_,,;: \ \ r' I / i fJ.1/:': 6 CAR PRA , , 1G 30"0.C. , I().,.;., ,.__. , I I 1;18 . .25 iJ: J.JJ 1110.75 j "7 1 I-'· PLANTING LEGEND TREES re i ·, i/HO SYM BOTANICAi NAME ARB MAR CIN CAM CIT Arbutus 'Marina' -multl Clnnamomum camphora Citrus CUP ANA CUP SUP FE! SEL JAC MIM JUN SPA PIS CHI QUE SUB YUC ALI Cupanlopsis anacardioides Cupressus sempervirens Feijoo sellowtona Jacaranda mimosifollo Juniperus 'Spartan' Plstaclo chinensis Quercus suber Yucca 'Alicia' SHRUBS SYM BOTANICAi NAME AEO URB Aeonium urblcum A2A FOR Azalea lndico 'Formosa' BUX GRE Buxus 'Green Mountain' CAM BOB Camellia j<Jponica 'Bob Hope' CAM MAG Camellia japonico 'Magnloefloro' CAM NUC Camellia japonlco 'Nucclo's Gem' CAM SIL Camellia japonica 'Sliver Waves' CAM TOM Camellia Japonlca 'Tom Knudsen' CAM SNO Camellia sosanqua 'Snowflake' CAM YUL Camellia sosonquo 'Yuletide' CU MIN Cllvla minlata DIA VAR Dianella tasmanlca vorlegoto DIE LEM Dletes 'Lemon Drop' ELA DEC Elaeocorpus declpiens FAR ARG Forfuglum J· 'Argenteo' FUC GAR Fuchsia t. Gortenmelster Bonstedt' ILE WIL llex v. 'Will Fleming' LAV DEN Lcvandulo dentata LEP APP Leptospermum s. 'Apple Blossom' LEY CON Leymus condensatus 'Canyon Prince' UG TEX Ltgustrum j. 'Texanum' -column MIC STR Microlepla strlgosa PHL FRU Phlomis fruticosa PIT CRA Pittosporum crcssifolium PIT MAR Pittosporum t. 'Marfi:ie Chonnon' PIT WHE Plttosporum tobiro Wheeleri' RHA GEO Rhaphlolepls x del. 'Geoniio Petite RHA CLA Rhaphlolepis lndlco 'Claro RHA UMB Rhaphiolepis umbellota ROS AMB Roso 'Flower Carpet' - ROS WHI Rosa 'Flower Carpet' ROS YEL Rosa 'Flower Carpet' SAL AMI Solvlo 'Amistad' SAL GRE Salvio ~reggil amber white yellow SAL HOT Soivia Hot Lips' SAL SAN Salvio leucontha 'Santa Barbara' TEC RED Tecoma 'Red Bell' TEU CHA T eucrlum chamaedrys TEU COS Teucrlum cossonii vtB TIN Viburnum tlnus VlT AGN Vltex ognus-costus WES FRU Westringla frutlcoso GROUNDCOVERS SYM CAR GRE CAR PRA LAN MON MYO PAC PAS TRA JAS VIO HED ZOY BOTANICAi NAME Corissa macrocarpa 'Green Carpet' Carex pragraecillls Lantana montevidensis Myoporum 'Paclficum' Paspalum 'Aloha Seashore• Trachelospermum jominoides Viola hederacea Zoysla COMMON NAME NCN Camphor Tree Citrus Carrot wood Italian Cypress Pineapple Guava NCN Spartan Juniper Chinese Pistache Cork Oak NCN WI ICOI S L M M M L L M L M L L COMMON NAME WllCOIS NCN L Formoso Azalea M Boxwood M N~ M NCN M NCN M NCN M NCN M NCN M NCN M Kaffir Lily L Variegated Flax LIiy M Fortnight Lily M Japanese Blueberry M Leopard Plant M N~ M Japanese Holly M French Lavender L New Zealand Teo Tree M Canyon Prince WIid Rye L Texas Privet M Lace Fern M Jerusalem Sage L Karo M Variegated Kahuhu M Wheeler's Dwarf Pittosporum M Georgia Petite Indian Hawthorn M Indian Hawthorn L Yeddo Hawthorn L Groundcover Rose M Groundcover Rose M Groundcover Rose M Friendship Sage M Autumn Sage M NCN M NCN M NCN L Wall Germander L Mojorcon Teucrlum L Laurustinus M Chaste Tree L Coast Rosemary L COMMON NAME Green Carpet Natal Plum Califomla Field Sedge Trailing Purple Lantana NCN Sod Star Jasmine Australian Violet Korean Grass WJ ICQI S L M L M M M M M I ! :)I / I SD SD I '.-:C)1\;NCU 'f!' .f4.M!L Y f?E 1/0CARU:. rnus, :.~h :; n, n"•f/ ," t.1/. VI.,,>'. •,, V/1° ?152 ,~rw 206'-iEo--22-oo --t:D, ' ' ' ' ~,J I 9 LEP APP 5G 48"0,C. ;! 1()' ,S/SB ii ! :x1 rl it ---i-~/''1 rs 125.50 3 RHA UMB ·1·1::J.n .. _, 1 ; ROS JOE 15G ! PER PLAN 1 ., ,vv,,-·:23.7t:-i' / i ,,1.,, --------/- ' ~--+--C~A~M~B~-.,~bAC:.:./.i;\!1; . ,.,, 3 CAM TOM 15G 48"0.C. J'()l\//710'\' ;]}-"/It.')/ 15G 48"0.C . .,,_r ,1 , .• ·" 1 GAR VET 5G PER POT ''· ' ,, 'i •·i "" ! ~ 1 ,!;.", · IA!Li coy,~'~~=!;~~ r--.J.'-L 23 BuX GRE : r.-: ~, f±\f.~t i~~iflt±:~!J!t\ .... 5G 24 O.C. '" · "' • ,-a,-·•-•--~,j:,-.tr 5G 18"0.C. '' B TEU COS 1G 30"0.C. 156 .. 0fJ Bili 1Jc_:;o F- \ 10 SAL AMI. 5G 30"0.C. .~1f:CJ_:J ., l!illil•_.!I". """'!'c '\i\ I 9 DIE LEM /--:,::-i--::---~w 5G 30"0.C • . -,-, i/ / ~;_ ~: - 1 PIT MAR VINES aS~Y~'-'~ ___ JB~a~r~A~NlCAL~NuA~MwE~~~----~-~c~a~M-M~a~N~NuA~MwE----~---WIJCQI S BOU ROS Bougainvillea 'Rosenka' NCN L HAR HAP Hardenberio v. 'Happy Wonderer' Purple Vine Lilac L LON HIL Lonicera hildebrondlano Giant Burmese Honeysuckle M ROS BAN Rose bankslai 'Alba' Climbing Rose M ROS EDE Roso 'Eden' Climbing Rose M ROS JOS Rosa 'Joseph's Coat• Climbing Rose M STE FLO Stephonotis florlbunda Madagascar jasmine M SUCCULENTS SYM AGA ATT AGA VAR BOTANICAi NAME Agave attenuate Agave omerfcano 'Variegota' COMMON NAME Foxtail Agave Variegated Century Plant W! !COi S L VL ,,. I' 1),klr.-_ .. ! 2jJuN di';.,'•,·· 9 SAL At.ti 5G 30"0.C. !O. vv r g \~~:;.,. -1 ~r ,n 1Vi',,/ 7 VIB TIN 5G 48"0.C. Slopes 6: 1 or steeper requiring erosion control measures as specified herein shall be treated with one or more of the following planting standards: a.Standard #1 -Cover Crop/Erosion Control Matting Cover crop shall be a seed mix typically mode 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, The type of erosion control matting shall be as approved by the City and affixed to the slope as recommended by the manufacturer. On slopes 3 feet or less in vertical height where adjacent to public walks or streets: When planting occurs between August 15 and April 15 erosion control matting shall be required. During the remainder of the year, cover crop and/or erosion control matting may be used. On slopes greater that 3 feet in height, erosion control matting shall be required and a cover crop shall not be used, unless otherwise approved by the City. b.Standard #2 -Ground Cover One hundred (100%) percent of the from a minimum size of flatted material a.Standard #3 -Low Shrubs area shall be planted with a ground and spaced to provide full coverage cover known to have within one year.) excellent soil binding characteristics (planted Low spreading woody shrubs (planted from a minimum of 1-gallon containers) shall cover a minimum of seventy (70%) percent of the slope face (at mature size). a. Standard #4 -Trees and/or Large Shrubs Trees and/or large shrubs shall be (planted from a minimum of 1-goilon containers) shall be installed at a minimum rote of one (1) plant per two hundred (200) square feet. Slopes 6: 1 or steeper and: a. 3' or less in vertical height and are adjacent to public walks or streets require a minimum Standard #1 (cover crop or erosion control matting). b. 3' to 8' in vertical height require Standards #1 (erosion control matting shall be installed in lieu of a cover crop), #2 and #3. c. In excess of 8' in vertical height require Standards #1 (erosion control matting shall be installed in lieu of cover crop), #2, #3 and #4. NOTES: 1) All landscape areas shall have positive drainage (2% grade in planting areas) away from all structures and terminating in an approved drainage system. 2) All landscape maintenance is the responsibility of the homeowner. 3) All utilities to be screened. 4) Tree planted within 5' of public sidewalks shall be installed with root barriers approved by the City. 5) All existing planting and/or irrigation designated to remain on site shall be protected in place. Any existing planting or irrigatjon damaged during the course of the project shall be replace in kind to the satisfaction of the City and per Landscape Manual requirements. 19 7 J.--__ ~8-f-CR~H~A~C=LA~~ 5G 148"0.C. , I / I l-.m. 12 CAR GRE 1G 48"0,C. 5G 60"0.C. 0 ·-i- 1--------! !! fl!). NOT TO SCALE 0 ;o r?i 12 .1 Plan ting Plan GE. \ l. L.. +1,: I ' I ' ROI./- 20· 34202 Sep!.ilveda Avenue Capistrano Beach, CA 92624 pho 949.248.5404 fax 949.240.9790 TIIIS ORAWIIIG AS AN INSTRUMENT Of SERV1CES IS THf PROPERTY Of !HE 1.AIIDSCAP[AR(lll1£CT AHD MAYIIOTBE RE!'RODUCED !N A!l'i FORM WITHOIJT Tl!t tmscm ARCHITE(n WRITTEN PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE LANDSCAPE ARCHITECT'S 1/Mlt All DESISII All{I OTHER lllfORMAilON SHOWN ON THE llRAW/1/G ARI fDR T!fE SOlf US.E Of THE SPWflED P!IOJECT ONLV AND SIIALL NOT BE OTHfl!WISt USED WITHOUT THE EXPRESS PRIOR WRITTEN PERMISSION Of IIIE UKDS(APE ARCll!TECI WRITTEN 01/iitHS!OM SHALL HAVE PRECEDENCE OVER SCALED D!MEKS!O!I. (OllTOOt!RISJ SliALL VERIFY AHO BE RESPONSIBLE fOR All DIMENSIONS AND CONDmdll~ 011 lHEJOB. THE L\IIIS[APE ARCHITTIT IS TO BE INFOO,rn Of AIIYVARIATIONS fROM TtlE DIMENSIONS Alli! CotlDmONS SHOWII ON TilE ORAWIN~. EX!ST!NGCOND!TIONS A~D lO(ATIOKS Of UTIIJTIESHAVE NOnEfN VERIFIED 11/DEPENOrnTll IT SIIAll BE TIIE RtSPONSIBIUTY Of THf DEfOKf BEGIMI/JN5 WORK TO OflERM!IIE THE EXACT lO HITT AIID EXJSTING UTIUTifS. TIIE CONTRA.CTORIS) !Bl£ fOR SECURING All PERMITS Al/0 EN:GlllffRIIIG ,'°_,,11,,oc,,.•,.rn-.,,,.,1N THBEDRA'MNGS. Ci\'ll SIR!ICTIJRAl "" DING AN:D OUII/AGE BY oram. $HOP DRAWINGS MUST SE SUBMITTID 10 THE LAIIDSCAPE ARCHITECT FOR RMEW 8EfOU PROCHDING WITH fABR!CATIO!t lliUESA CLARK lANDSCAPE ARCHITECT APPROVED FOR !RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE !SHEE'i7 CITY OF CARLSBAD ~ 1----+-----j-----------------+---+---1----1-----1 l....22_J PLANNING DIVISION ~ :;LA::::;N;:DS;:C;:AP~E:::::::;::IM:;:P;:R;:O:;VE:::::;::M:;E;:N;:T::;P;:L=AN:;:;:::S=F;:O::::;R;::: ===-'===::: Crowley Residence 4367 Highland Drive Carlsbad, CA 92008 l----t------1--------------t----+----+----+-------I I APPROVE~ ? ~ _PLANNING ~ DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: __ _ RVWD BY: DRAWING NO. 537-2L 118.(J'."i JG /! ;JJ41~ . / i ' ./ I UMtTs or mtP !NOL rk11, /ION i!ONZ +---'/ I stf/ BMF--j /PROFHE f"O?, TRA!vsr~:(]-N i . • FROM UNCD ,'O UNUfJCD Bi11?1 , ;-,£ J,rT, 111 ·, ·1 1,, ,-,,.,--,,/-,-.,-,-,-,, .. -'"''",,._:\- FfAR I 1AL ,,1,FIL TRA "fit,r.f til/.Jt !~ I g't 'it,,/ --i-~- f3MP---1, 914 sr Fi 1.00 rd I ,, "'",.,"' ' ,, ' 'l ·x--4-::P I ~-" ' i' ' I Ou /,1--/fJ,','J PORl!Oiv' hr iJMf-'.71 80 ,-Tr,V D BE suit-c1 1% 1o n-.ii: :v0Hn1 .~-,})F, · 'AH .111\L N¼nL [,/;;A r;()N -! I rr:. SECJ!JN 4 Oty1 ShEEi ,t / // ,:!" ,., .,-'-,---' -,--,, I / .. : .. ruy-~Ji(~ 1:~~;!.. a um,.•rc,•.;e, / / 1'Vt W F?,tlTlliNilViJ v'ii'iLG / Pfh' ?'fFiUCTUF:/)_ , / CAL (})1-A T!Oi\'Sf I 1 ,EX!SliNG \t.c,L;_ I / I I j I I I I / I I I I / i 1NSTA!J.L R/P DlSS!P11 TER , • i NO. f BACXING1 T=,'. 1' \ P[R /DRSD C-fA.:J, 4):2) r I I I I ! I I I I I • I • / I I ,4PN 206- ! ! / I I / I I I I I PLANTING LEGEND lREES SYM ARB MAR CIN CAM CIT CUP ANA CUP SUP FEI SEL JAC MIM JUN SPA PIS CHI QUE SUB YUC ALI SHRUBS SYM AEO URB A2A FOR BUX GRE CAM BOB CAM MAG CAM NUC CAM SIL CAM TOM CAM SNO CAM YUL CLI MIN DIA VAR DIE LEM ELA DEC FAR ARG FUC GAR ILE WIL LAV DEN LEP APP LEY CON LIG TEX MIC SlR PHL FRU PIT CRA PIT MAR PIT WHE RHA GEO RHA CLA RHA UMB ROS AMB ROS WHI ROS YEL SAL AMI SAL GRE SAL HOT SAL SAN TEC RED TEU CHA TEU COS VIB TIN VIT AGN WES FRU BOTANICAi NAME Arbutus 'Morino' -multi Ctnnamomum camphoro Citrus Cuponiopsis anocordloides Cupressus sempervirens F ei joa sellowlana Jacaranda mimoslfolia Juniperus 'Spartan' Plstacia chinensis Quercus suber Yucca 'Alicia' BOTANICAi NAME Aeonium urblcum Azalea indico 'Formosa' Buxus 'Green Mountain' Camellla japonico 'Bob Hope' Camellia japonica 'Magnlaefloro' Camellia japonica 'Nuccio's Gem' Camellia japonlca 'Silver Waves' Camellia japonica 'Tom Knudsen' Camellla sasanqua 'Snowflake' Camellia sasanqua 'Yuletide' Clivla miniata Olcmella tasmanica vorlegata Dietes 'Lemon Drop' Elaeocarpus declpiens Farfuglum t 'Argentea' fuchsia t. Gartenmeister Bonstedt' llex v. 'Will Fleming' Lavandula dentata Leptospermum s. 'Apple Blossom' Leymus condensatus 'Canyon Prince' Llgustrum J. 'Texanum' -column Mlcrolepia strigosa Phlomis frutlcoso Plttosporum crasslfolium Pittosporum t. 'MarJorie Channon' Plttosporum tobira Wheeler!' Rhaphlolepls x del. 'Georqia Petite Rhaphlolepls lndica 'Clara Rhaphlolepis umbellota Rosa 'Flower Carpet' - Rosa 'Flower Carpet' Rosa 'Flower Carpet' Salvia 'Amfstad' Salvia ~reggil Salvia Hot Ups' amber white yellow Salvia leucantha 'Santa Barbara' Tecoma 'Red Bell' Teucrlum chamaedrys Teucrium cossonii Viburnum tlnus Vitex ognus-costus Westrlngla fruticoso 20 LEY CON 1G 30"0.C, ,J,11.. ~,;v1,.1 TO F?CMA/;\i ii /i::J.00 EXiSr1t-:r; :;r-'A 10 I TEU CHA W 18"0.C. fi} 00 ;[. I . ! JO' S'YSU I I i -------/ ) i (;21.J! TC:,\.J (1 !9. S7 if }1.l : i / I I I ).; r'.71 ,I! I • I i . . -· ·--J~' : .;•;JVU'.,•;i ,~Lif--_j" j . • I I 1G 30"0.C. ZOY • I I I ~--,--- ! / 1 PIT MAR 15G PER PLAN 24"6 P -: ,;t:: t~w ;: f'.'" 4AZAFOR ·1 5G 36'"0.C. 6 AZA FOR 24"B I PER PLA _...----:c:-r-"':c'~~ 5G 36"0.C. i I / 1 PIT MAR 15G PER PLAN ; • • ! ! / E 63 BUX GRE 5G 12"0.C. 5 VIB TIN SG 46"0.C. 20 DIA VAR SG 24"0.C. ~:,;:~:::: 4 SAL HOT 5G 36"0.C. /IJt jlj/ P;_T,i ! < -, ; ·1/' r 1 ~\,. J•J / '12850 1 1)7:JO / 14 LAN MON I 1G 24"0.C. / I / I / / / I : i I / ---------;'----. -l.--X 7: ! '?! ' I I ---/ ---} 5,) )C BV/ ;1 1->J.00 rF BW TV/ ..,.. aw 7 LAV DEN 5G 30"0.C. I /.,j·c,.!-'-" .,_. ,, rs• I . I i • ., :,JJ:0U f:vr· JJ2. OU r,~- : ;'7 __ _ '¼ ; i VEG r, J, . ~r o·/··l;==,1/ VEG VEG VEG I VEG VEG V 9 DIE LEM 5G 30"0.C. 9 SAL AMI 5G 30"0,C . ,,_J'-1.lAJ r9.)---· l ·:: ,; (l h-1t.-, 7 VIB TIN 5G 46"0.C. 1 YUC ALI , «' :,c 24"BX PER PLAN ' , l. '~" 9 DIE LEM 5G 30"0.C. n ;::,n 4 LAV PRO 5G 30"0.C. 5 WES FRU 5G 42"0.C. 1 YUC ALI 24"BX PER PLAN . ' r .:.yi.NJ7£r-?S 5G PER PLAN I \ i • r I r• 6 WES FRU f'-14}.00 nv l 40. 50 .8W iJ9.50 Tr µ;;;_5,::_DM) 141.fUs?W// _-.RT'r ! I j . i I __L --/_,-.;,1s,oA'. ···,,,-· • ;/ 'i.12 l1 DW 11;_.J ,_ / " -f /I ·ir-------i_, 1 5G Yi- i\ 111/'.:si;;::.....--::-:::'::· ":::'· ,,r'~JJ.1 s' ,._.,,..,." .. ::._::: _7 5G 48"0.C. I 11' FYSB ----~i -~ " )) ' ,:-,. '6 ,-~ ''D ' ,' '.() -..:_, ~--~/ --,: I I ·-...___ ,14,1 TCi-1 X. 142-J) ,, / -~;,: (.\'-WUND ...-'-\_ ·' . r I I 64 MYO PAC t,_ ! I I ' / I / I ;·--------- Slopes 6: 1 or steeper requiring erosion control measures as specified herein shall be treated with one or more of the following planting standards: a.Standard #1 -Cover Crop/Erosion Control Matting 1G 46"0.C. 6 WES FRU 5G 46"0.C. i I !)i/S!:l/•1G 1.'' hP GPS-L · 1 i/41N r:re ewe 9;;2 1 5G 36"0.C. \ -, I C_; \ I 1 ARB MAR G) 1: i \ C rr 0 ,-' . \ I 0 rn '· 3.4202 Sepulveda Avenue Capistrano Beach, CA 92624 pho 9-49.248.5404 fox 9-49.240.9790 TIii$ DR/i.WIIIG 11.S AH INST~UMrnT OF SERVICES IS TIIE PROPERTY DF THE lANDSCAPEARCHITTCT A!ID MAY NOT BE REPRODUCEO IN Alf/ FORM WllliOOT THE LANllS(Af'E mmmrs WRlmN PERMISSION AND UNLESS THE RtPiODUCTION CARRltS nu: LANDSCAPE ARCHlntT'S !tAM!'. ill DESIGN Mm OlHER IIIFORMATION SHOWN Oil THE DRAWING ARE FOR 'Ill£ SOI.!: USE or TIIE SPECIHEO PROJECT OMLY A~O sttm NOT BE OTIIERW!SE usrn WITHOUT THE mms fR!OR WIIITTM PERMISSION OF THE lANDSCAPE ARCHITTCT. GROUNDCOVERS 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. wtlmN DIMENSION SHALL HAVt PRECEDENCt OVER SCALED DIMENSION. COIITRA{TOR(S\5HA!.l VERIFY AND BE mPONSIBlE FDRAI.I. 011,\[t!SIONS A~D CONDITIONS Oli THE JOB. THE LA.~DSCAPE AIIGl!IICT IS TD RE INfORMED Of ANYVARIATIO/tS FllOM THE D!ME~SIOBS AND CONDITIONS SHOWN ON TI/f DRAWIN~. fXlSTING CONDITIONS AND lOCATIONS Of UTILITIES lfAYE NOT BEfN VERIFIED IIIOEN:NDEtlTlY. IT SHAU 8£ ll!E RESl'GNSIBlllTY Of Tl!£ CO~TRACTOR(SJ IIEfORE IIEGIIUll~6 WORK TO fmERJMNE THE UICT tOCA1!0N OF ,61.l EA\EMfNTS AND EXISTING llTllHIES. TltE (OIHRACTOll!Sl SHAU BE RESPOIISIBLE fOR 5ECORIN6 ALL PERMITS A~D ENG!NCER111~ REQUIR81 WHICII IS NOT INCWDEO Ill THBE DRAWINGS. OVl~ STRUCTUllA~ MUHAll!Ul £NGINEUING, GRADING AND DRA!ltAGE IIV OTHERS. COMMfllLNAME NCN Camphor Tree Citrus Carrotwood Italian Cypress Pineapple Guava NCN Spartan Juniper Chinese Pistache Cork Oak NCN WI JCQ! S L M M M L L M L M L L COMMON NAME W! JCQ! 5 NCN L Formosa Azalea M Boxwood M NCN M NCN M NCN M NCN M NCN M NCN M NCN M Kaffir Lily L Variegated Flax Lily M Fortnight LIiy M Japanese Blueberry M Leopard Plant M NCN M Japanese Holly M French Lavender L New Zealand Tea Tree M Canyon Prince Wild Rye L Texas Privet M Lace Fern M Jerusalem Sage L Karo M Variegated Kahuhu M Wheeler's Dwarf Plttosporum M Georgia Petite lndlon Hawthorn M Indian Hawthorn L Yeddo Hawthorn L Groundcover Rose M Groundcover Rose M Groundcover Rose M Friendship Sage M Autumn Sage M NCN M NCN M NCN L Wall Germander L Majorcon Teucrium L Laurustinus M Chaste Tree L Coast Rosemary L SYM CAR GRE CAR PRA LAN MON MYO PAC PAS lRA JAS VIO HED ZOY VINES SYM BOU ROS HAR HAP LON HIL ROS BAN ROS EDE ROS JOS STE FLO SUCCULENTS SYM AGA ATT AGA VAR BOTANICAi NAME Carissa mocrocarpa 'Green Carpet' Carex pragraecillls Lantana montevidensls Myoporum 'Poclflcum' Pospolum 'Aloha Seashore' Trochelospermum jamlnoides Viola hederaceo Zoysio BOTANICAi NAME Bougainvillea 'Rosenka' Hardenberlo v. 'Happy Wanderer' Lonicera hildebrandlana Roso bonkslal 'Alba' Rosa 'Eden' Rosa 'Joseph's Coot' Stephonotis floribunda BOTANICAi NAME Agave attenuate Agave americano 'Variegate' COMMON NAME Green Carpet Natal Plum California Field Sedge Trolling Purple Lantana NCN Sod Star Jasmine Australian Violet Korean Grass COMMON NAME NCN Purple Vine Lilac Giant Burmese Honeysuckle Climbing Rose Climbing Rose Climbing Rose Madagascar jasmine COMMON NAME Foxtail Agave Variegated Century Plant W!ICQI S L M L M M M M M WllCQ! S L L M M M M M WI ICQ! S L VL The type of erasion control matting shall be as approved by the City and affixed to the slope as recommended by the manufacturer_ On slopes 3 feet or less in vertical height where adjacent to public walks or streets: When planting occurs between August 15 and April 15 erosion control matting shall be required" During the remainder of the year, caver crop and/or erosion control matting may be used. On slopes greater that 3 feet in height, erosion control matting shall be required and a cover crop shall not be used, unless otherwise approved by the City_ b.Standard #2 -Ground Cover One hundred (100%) percent of the area shall be planted with a ground cover known to hove excellent soil binding characteristics (planted from a minimum size of flatted material and spaced to provide full coverage within one year.) a.Standard #3 -Low Shrubs Low spreading woody shrubs (planted from a minimum of 1-gallon containers) shall cover a minimum of seventy (70%) percent of the slope face (at mature size). a. Standard #4 -Trees and/or Large Shrubs Trees and/or large shrubs shall be (planted from a minimum of 1-gallon containers) shall be installed at a minimum rate of one (1) plant per two hundred (200) square feet. Slopes 6: 1 or steeper and: a. 3' or less in vertical height and are adjacent to public walks or streets require a minimum Standard #1 (cover crop or erosion control matting). b. 3' to 8' in vertical height require Standards #1 (erosion control matting shall be installed In lieu of a cover crop), #2 and #3, c. In excess of 8' in vertical height require Standards #1 (erosion control matting shall be installed in lieu of cover crop), #2, #3 and #4. NOTES: 1) All landscape areas shall have positive drainage (2% grade in planting areas) away from all structures and terminating in an approved drainage system" 2) All landscape maintenance is the responsibility of the homeowner. 10' 2c· SHOP DMWINGl MIIST!IE SUBMITTED TO THE LANDSo.fEARCHITECT fO!! Ra'IEW moRE PROOElllNG WITH FmlCATION. ll!ERBA CLl&K UIHISCAPE AAClflTECT APPRO VEO FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE __ _ EXP ____ _ DATE REVIEWED BY; INSPECTOR DATE 3) All utilities to be screened. 4) Tree planted within 5' of public sidewalks shall be Installed with root barriers approved by the City. 5) All existing planting and/or irrigation designated to remain on site shall be protected in place. Any existing planting or irrigation damaged during the course of the project shall be replace in kind to the satisfaction of the City and per Landscape Manual requirements. L2.2 Planting Plan r;:::=::::;-';:::::::::=:::=:::=:::=:::=:::::::::::;-::::::::::~ 1----+---+-------------+---1---+---1---1 ~ CITY PL?NENG ~~~0¼SBAD ~ ~LA=N=Ds=c=A'..':P=E=IM=P=R=o=VE=M=E=N:::T:::P=L:::AN:::::S:::::F=o=R=;===-===::; Crowley Residence 4367 Highland Drive Carlsbad, CA 92008 1----+---+---------------+----+---<e----+-----11 APPROVE~ ~ .PLANNING DWN BY: REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CHKD BY; __ _ RVWD BY; DRAWING NO. 537-2L 5 --- [=SPACING AS NOTED // \ j ,f\ /w ~~---~~ -~ <t_--1----SPACING AS NOTED __ _, EDGE OF CURB--~ PAVING OR WALL GROUND COVER_& SHRUB SPACING NOT TO SCALE 3 4 1 1 /2 X ROOTBALL ,,,---~----RERM ~----+<OOTBALL t---------COMPACTED AMENDED BACKFILL 85% SHRUB PLANTING ON SLOPE NOT TO SCALE \ 1---- 0 0 "' +:::=s--<'----Q--------ATTACH VINE TO WALL OR dJ COLUMN ---------------3" MULCH LA YER ~---------~AMENDED BACKFILL ------FINISH GRADE OR PAVEMENT EDGE ~ ,ij,-';1-------------<_;0MPACTED AMENDED j-~~ '-""""'"-'C<.<.~.:..:...'-"-"-"-' BACKFILL ~1 9/16"XROOT _J VINE Pl_ANTING NOT TO SCALE 1 2 CJ) w 62 ~ 1---- 0 0 "' 1 1 /2 X ROOTBALL TREE PLANTING NOT TO SCALE 1----0 0 "' ODGE POLE PINE STAKE 2" DIAMETER X 1 O' ~---VIT TREE BRACE ,---3" MULCH ~--3" BACK MULCH ITT -Ill ---1 Q-t+-,:;:;:~11..,+I ++-,..,.11-,+tl------AMENDED BACKFIL ~----+'Ff'±'T~D'777777:'777'0"77o/;~7'clll I I I i' 11 I I i1 -1 I 1---1 I I I l~---U~~~ill~~~~~~~~~m~~illi=i=i_illr--~OMPACTED AMENDED "' BACKFILL 85% SHRUB PLANIIJJ_~G _______ _ NOT TO SCALE -S'f'UillO 34202 Sepulveda Avenue Capistrano Beach, CA 92624 pho 9.49.2-48.5404 fox 949.240. 9790 THIS DRAWING AS AN [IISTII.UMHU OF mvm !S TffE PROPERTi' OF THE LA!IDSCA!'EARCHITfCT AND MAY NOTBfREPROlllltEll IMANY fOll,\ WlTHOlIT THE LANDSCAl'E AR(llfTECT'S Wll!TTEN PERMISSION AND UNlm rnE &EPRODUCTION wm 1!1E L/\M05CAl'E A~CH!T£CT'S NAME. AU DfSIGN ANJ! OT!IIR INFOIIIJI.Allotl SHOWII ON T!lf DRAWING ARf fOR THE SOLE USE Of ffll SPWFIEO PROJECT ONLY AIIO SHAll NOT BE OTHERWlSE USED WIIHotlTTHI' EXfRESS PRIOR WRITTEtl PERMISSION Of lHf LANOSCAPE ARCHITECT. WRl11£~ DIMENSION Sl!AlL 11.lli'E PRECEotllCE OVER SCALED DIMEIISlO!i. COIITRA.CTOR{SJ SIIALL VERIF'I AND BE RESPONSJBU fOII. All DIM£NSIOIIS AND COIIDITIDN~ 01/ilJf JOB. THEUIIOSCAPEARCHITECT!S TD BE INFORMED Of 00' VARIATIONS fROM THf OIMENSIONS ANO CORIJlllONS SHOWN ON lHE DR.I.WllffiS. EX!STIN6 CONOmONS ANO LOCAilONS OF UTIUTifS HAVE NOT BIEi/ VfRlflfD !NDEPEIIOHITtY. IT SHAll BE TIU RfSPONS1111LITY Of THE (OITTRACTOR{S) SHORE BEG!Nl/!116 WORK TO DETERM~E THE EXACT lOCATION OF AU E~MENT'i AIID EXISHIIG IJTIUTIES. THE CONTRACJOR(S) SHALL DE KESPONS!BlE FOR 58:URING All PERMITS ANO EIIGIKEERlkG REQU!t\EOWHICH IS NOT lll(ltlDID IN mm Df!AWllffiS. (IVI~ STRUCTURAi., ME(IIANICAL EMGINHRING, BRAOING ANO DRAINAGE BY OTHERS. SHOP DRAWINGS MUST BE SUBMITTED 10 1llE I.AIIDSCAPE ARCHITECT FOR REVIEW ~f.fORE PROCEfDl~G WITH FABR!CATIOII. mms~ (LARK I.AIIDSCAPE AR(l!ITm APPROVED FOR !RR/GA TION ANO PLAN TING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS B U I LT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: DATE 12.3 Planting Details INSPECTOR r:::::::::::::::-';:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::==:-::::::::::::1 1---+--+-------------+---+-----+------+-----t m CITY PL?NENGCD~~o~SBAD m ~L=AN::;::DS;:C;:A~P::;E;:::;:!M:::P:::R:::O::;VE;;:::M:::E:::N:;T=P:::L=A:::N:::S=F:;O:::R;::===:--'===:::; Crowley Residence , , ·SCA 4367 Highland Drive Carlsbad, CA 92008 .\ I &4,•-------1. • i . -·"· 't . ,f \(\\~-1)".;'lO!'!~:, Z.~/1 -\~~~>~:J!~~:~~~=-:~~~ 1----1----+------------+--+--~+----+------I I APPROVED~ ?CC _PLANNING ~ --.,,:~,'.. ()_c ·: ·~\\_'.•\·;:.,, ... -DATE INITIAL ~-'· : ••.•• ,, DESIGNER OF WORK Expiration Date: 6.30.2022 REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: __ _ RVWD BY: DRAWING NO_ 537-2L LANDSCAPE GRADING SECTION 02215 PART !-GENERAL I.DI QUALITY ASSURANCE: A. General: Perform work in accordance with all applicable laws, codes and regulations required by City, State and Federal guidelines. B. Applicable Standards: All references to standards described below shall mean the current or latest conditions, Standard Specifications: Reference to " Standard Specifications of the state of California, Business and Transportation Agency, Department of Transportation, CalTrans. 1.04 LAYOUT AND SURVEY: A. Licensed Surveyor or Civil Engineer: Employ a licensed surveyor or civil engineer to stake out lines and levels. 1.05 SITE MAINTENANCE: A. Standing Waler: Keep site free of standing water at all times. Provide and maintain (ditches}. Grading or pumping as necessary to prevent erosion, softening of compacted surfaces and formation of mud in trenches and excavation. B. Dust: Assume full responsibility for all alleviation or prevention of dust nuisance on or about the siie. C. Bulkbeading and Shoring: Provide as necessary, and maintain temporary slopes during construction. PART 2 -PRODUCTS 2.01 EXISTING SOIL A. Definition: Material required for landscape and finished grading operations. B. General Qualifications: Soil shall be fertile, friable, well-drained soil, of uniform quality, free of stones over 1 inch diameter, sticks, oils, chemicals, plaster, toxic substances, concrete and other deleterious materials, as a planting medium for the project. C. Prior lo planting of any materials, compacted soils shall be transformed to friable condition. On engineered slopes, only amended planting holes need meet the requirement of this section. D. Fertility Considerations: Soil shall contain sufficient quantities of available nitrogen, phosphorous, potassium, calcium, and magnesium to support normal plant growth. In the event of nutrient inadequacies, provisions shall be made to add required materials to overcome inadequacies prior to planting. PART 3 -EXECUTION 3.01 GENERAL: A. Verification of Previous Work Verify that all areas have been brought to the required finished subgrade prior to commencement of fine grading. B. Erodable Slope: Perform grading operations so that no erodable slope areas shall be exposed at one time prior lo Contractor beginning the planting operations. 3.02 MOISTURE CONTENT: A. Inadequate Moisture content: Add water and thoroughly mix until the moisture necessary is uniformly dispersed throughout. B. Excessive Moisture content: Aerate by blading or other acceptable methods until moisture content is uniformly reduced to achieve required compaction. 3.03 COMPACTION: A. Percent Compaction: ASTM Test Method D 1557 maximum dry density. B. Paving Areas: 1. Compact to 95 % all soils within 2 feet of the finish grade of paved areas. C. Planting Areas: Compact landscape materials to 85 % compaction for the top 3' ± feel in benned areas, and full depth in planter areas. 3.04 FINISH GRADING: A. General: 1. Grade smooth all planting areas after weeding, soil preparation, and soil conditioning have been completed and soil has been thoroughly water settled. 2. Provide all grades for natural runoff of water without low spots or pockets. Accurately set flow line grades :itninimum gradient unless otherwise noted in Drawings. 3. Finish grades shall be smooth, even and on a uniform plane with no abrupt changes of surface. Slope uniformly between given spot elevations. 4. Grades not otherwise indicated shall be uniform levels or slopes between points where elevations are given, or between points established by walks, paving, curbs or catch basins. B. Grades: 1. Finished Grades of Shrub and Groundcover Areas: 1-1/2 inches below top of adjacent pavement, headers, curbs, or walls unless otherwise indicated on the Drawings. 2. Finished Grades of Lawn Areas: ? inch below top of adjacent pavement, curbs, or headers. SLOPE PROTECTION AND EROSION CONTROL SECTION 02270 PART 1-GENERAL 1.01 GENERAL: A. Labeling: Furnish standard products in unopened manufacturer's standard containers bearing original labels showing quantity, analysis and name of manufacturer. B. Storage: Store products with protection form weather or other conditions which would damage or impair the effectiveness of the product PART 2 -PRODUCTS 2.01 EROSION CONTROL FABRIC: A. Jute Mesh: Heavy jute mesh of a uniform open plain weave of single jute yarn averaging 130 lbs. Per 14,400 yd. Spindle and fire retardant. "Soll SaverM as manufactured by the Santa Fe Bag Co. of Vernon, CA. 90058. Tel. (213) 585-7225 or equal. I. Length of Roll: Approximately 75 yds. 2. Size: 1 in. x 1 in. x 48 in. 3. Warp Ends per Width of Cloth: 41. 4. Weight of Cloth: 1.22 lbs. Per linear yard +5 5. Color: Green or Brown. 2.02 STAPLES: 1-1/4 in. hog rings. Staples on end overlapl'shall be #11 gauge steel wire formed into a "un shape 6 in. long or equal. PART 3-EXECUTION 3.01 PRE-INSTALLATION REVIEW: A. Slope Areas to Received Erosion Control Fabric: All slope areas 2:1 and greater and/or areas with concentrated water runoffs. B. Verification of Grades: Verify that all grades have been established under another section, with finished grades within 1 inch plus or minus of the required finished grades. C. Soils Preparation: Do not commence installation of erosion control fabric prior to soil preparation. 3.02 EROSION CONTROL FABRIC A. Layout: Place fabric neatly perpendicular to the slope, with straight serons and no unsightly wrinkles after shrinkage. Do not stretch fabric during installation. B. Top and Bottom Slopes: Bury top edge of fabric in 6 in. trench 1 foot back from lip of slope and staple with 12 in. metal stakes at 12 in. on center maximum. Anchor and staple bottom edge in same manner. C. End of Roll Overlap: At junction of two rolls, provide 16 in. overlap as per ''Top and Bottom of Slopes" Above. D. Edge of Roll Overlap: Provide 5 in. overlap at edges of adjacent rolls and staple with 6 in. #11 gauge wire stables at 3 ft. to 5 ft. on center. E. Edge of structure: Install per "Top and bottom of Slopes~ above. Fill and tamp trench firmly against edge of structure prior to unrolling fabric. SOIL PREPARATION SECTION 02920 PART 1 -GENERAL 1.01 QUALITY ASSURANCE A. Certificates of inspection: Provide those required by law for transportation, with invoice. 1.02 BIDDING A. The amendments, quantities and procedures included herein are for bidding purposes only. After rough grading, soil samples shall be taken from enough locations on the site to represent an adequate cross section of conditions. Soil test shall be perlormed by a soil testing laboratory {pre-approved by the City). The test shall indicate but not limited lo the following: a organic matter content b N,P,K C pH d EC e soil texture (silt, clay, sand) f) recommendations for amendments, leaching and maintenance fertilizations. The results and recommendations of the soil testing laboralory shall be subitted to and approved by the City. The approved recommendations for amendments and backfill shall be incorporated into the landscape plans prior to lhe start of construction and shall become a part of the approved plans. B. Tests shal1 be paid for by the Contractor. PART 2-PRODUCTS 2.01 TOPSOIL A. Definition: 1. Topsoil shall be defined as an on site soil material that could be used in the planting mixes for backfill of tree, shrub and groundcover planting pils provided it is fertile, friable, well-drained soil, of uniform quality, free of stones over 1 inch diameter, sticks, oils, chemicals, plaster, toxic substances, concrete and other deleterious materials, as a planting medium for the project 2. Soil to contain sufficient quantities of available nitrogen, phosphorous, potassium, calcium, and magnesium to support normal plant growth. In the event of nutrient inadequacies, provisions shall be made lo add required materials to overcome inadequacies prior to planting. B. Imported Topsoil: 1. Obtain an agricultural suitability analysis of the proposed topsoil from an accredited soils laboratory at Contractor's cost. 2.02 ORGANIC AMENDMENTS A. Nitrogen-Treated Sawdust: Derived from redwood, fir or cedar wood sawdust. B. Manure: Well-rotted cow, horse or sheep manure, free from sawdust, shavings or refuse, and not containing more than 25% straw by volume. C, True compost: Natural organic soil conditioner "Nulri-Mulch» by Red Star Fertilizer, Corona, CA. 91720. Tel. (714) 597-4801 or equal. 2.03 CHEMICAL ADDITIVES: /uJ determined by the soils report. 2.04 SOIL MIXES A. Acid-Loving Planting Soil Mix (for Azaleas, Carnellias, Rhododendrons, etc.): Amount per Plant Pit 50 % site Soil 25 % Fine Sand 25 % Peat Moss B. Backfill Mix for On-Grade Plant Pits: Thoroughly mix the following componels inlo one (1 cy) cubic yard of backfill mix: 70 % by volume of on-site soil 30 % by volume of nitrolized fir shavings17 pounds Gro-Power Plus w/ 4 % Sulfur 2 pounds ferrous sulfate planting tablets C. Soil Preparation: Initially cross rip to a depth of 10-12 inches with 15 pounds of soil sulfur per 1000 square feet and thoroughly leach with approximately 4-6 inches of good quality water. Then apply 200 pounds of Gro-Power Plus with 4 % sulfur and 2 cubic yards of nitrolized fir shavings, or equal per 1000 square feet. Rotofill a minimum of two directions, to a depth of 4-6 Inches. After soil preparation, but prior to planting, irrigate with overhead irrigation so that a minimum of 3-4 inches of waler passes through the soil profile, beyond the toot zone. Be sure to wash off all hardscape immediately, since ferrous sulfate has potential to stain concrete products. PART 3-EXECUTION 3.01 SOIL PREPARATION A. General: 1. Moisture content: Do not work soil when moisture content is so great that excessive compaction will occur, nor when it is so dry that dust will form in air or that clods will not break readily. Apply water, if necessary, to bring soil to an optimum moisture content for tilJing and planting. 2. Clearing of Debris: Clear all planting areas of stones 2 in. diameter and larger, weeds, debris and other extraneous materials prior to (amending existing soil) (spreading stockpiled topsoil) (spreading imported topsoil). B. Preparation of Existing Soil: 1. Verification of Existing Grades: Verify that grades are within I in. plus or minus of the required finished grades. 2. Clearing of Debris: Clear all planting areas of stones 2 in. diameter and larger, weeds, debris and other extraneous materials prior to amending existing soil or spreading imported topsoil. 3. cultivation: Rip or cultivate all planting areas to a depth of C in. immediately prior to amending existing soil. Rototill to reduce soil clods to a maximum diameter of one (1 b) inch in the top six (6") inches. 3.02 SOIL CONDITIONING: A. Incorporate thoroughly with top 6 in. of soil layer and bring amended soil to finish grades and elevations shown on Drawings. Do not work soils under muddy conditions. B. Mixing of Soil Mix for Acid-Loving Plants: Prepare the mix, blending all materials uniformly, in stockpiles on the site. C. For landscape installations, compost al a rate of a minimum of four cubic yards per 1,000 square feet of area shall be incorporated to a depth of six inches into the soil. Soils with greater than 6% organic organic mater in the top 6 inches of soil are exempt from adding compost and tilling. 3.03 DRAINAGE OF PLANTING AREAS A. Surface Drainage: 1. Discrepancies: Provide proper surface drainage of planted areas. Submit in writing all discrepancies in the Drawings or Specifications, or prior work done by others, which contractor feels precludes establishing proper drainage. B. Detrimental Drainage, Soils and Obstructions: 1. Notification: Submit in writing all soils or drainage conditions considered detrimental to growth of plant materials. Slate condition and submit proposal and cost estimate for correcting condition. 2. Correction: Submit for acceptance a written proposal and cost estimate for the correction before proceeding with work 3. Obstructions: If rock, underground constructio9n work, tree roots or other obstruction area encountered in the perfonnance of work under this section, submit cost required to remove the obstructions to a depth of not less than 6 in. below the required soil depth. LAWNS AND GRASSES SECTION 02930 PART I-GENERAL 1.01 QUALITY ASSURANCE A. Applicable Standards: Apply the current or latest editions of the standards for seed as described in the following: 1. Hortus Ill-1976 Edition, Bailey Horatorium, Cornel University. 1.02 WORK SCHEDULE: Proceed with the work as rapidly as the site becomes availa'ble, consistent with normal seasonal limitations for planting work. 1.03 PRODUCT DEUVERY, STORAGE AND HANDLING: Store with protection trom weather or other conditions which would dagage or impair the effectiveness of the product. 1.04 WARRANTY PERIOD: A. Time Period: Warrant that all lawns and grasses shall be in a healthy and flourishing condition of active growth six (6) months from date of Final Acceptance. B. Appearance During Warranty: Lawns and grass shall be free of dead or dying patches, and all areas shall show foliage of a normal density, size and color. PART 2-PRODUCTS 2.01 LAWN-SOD A. One year old nursery-grown sod, seeded of "marathon IT", as produced by Southland Sod Farms of Camarillo, CA 93010. Tel (805) 486-3585 or equal. B. Sod shall be dense, healthy, field-grown on fumigated soil with the grass having been mowed at 1 in. height before lifting form field. C. Sod shall be dark green in color, relatively free of thatch, free form diseases, weeds and harmful insects. D. Sod shall be reasonably free of objectionable grassy and broadleaf weeds. Sod shall be considered weed free if no more than 10 such weeds are found per 100 sq. ft of sod. E. Sod shall be rejected if found to contain the following weeds: {c<19mmon Bermuda grass), quack grass, Johnson grass, poison ivy, nimbleweed, thistle, bindweed, bent grass, perennial sorrel, brome grass. 2.02 TOP-DRESS FERTILIZER: 16% Nitrogen, 6% Phosphric Acid, 8% Postash or equal. PART 3-EXEDUT!ON 3.01 GENERAL: Perform sodding on a section by section basis immediately after grading, and irrigation installation except for seasonal limitations. Complete embankments and slopes in a continuous manner. 3.02 SOIL PREPARATION A Verification: 1. Stones, Weeds, Debris: Verify that all areas to receive lawns are clear of stones larger than 1-1/2 in. diameter, weeds, debris and other extraneous materials. 2. Grades: Verify that grades are within lin. plus or minus of the required finished grades. Verify that fertilization (and erosion control materials have been installed in another section. Report all variations in writing. 3.03 SODDED LAWN A. Sodding Operations: 1. Method: Lay the first row of sod in a straight line, with subsequent rows parallel to and tightly against each other, with no spaces between strips. Stagger lateral joints. Do not stretch or overlap sod. Butt all joints tightly to eliminate all voids. Use a sharp knife to cut sod to fit curves. 2. Tamping and Rolling: Thoroughly tamp and roll sod to make contact with sod bed. Roll each entire section of completed sod, 3. Watering: Thoroughly water sod immediately after installation to wet the underside of the new sod pad and the soil immediately below to a depth of 6 in. 4. Top-Dress Fertilizer: Apply al the rate of pounds per 1,000 square feet at 25 days and at 50 days after sodding. HYDROMULCH SEEDING PART I -GENERAL 1.01 QUALITY ASSURANCE: Section 02930. 1.03 WORK SCHEDULE: Section 02930. 1.07 RDDUCT DELIVERY, STORAGE AND HANDLING A. Seed: SECTION 02930 1. Delivery: Furnish standard seed in unopened manufacturer's standa5rds containers bearing original certification labels showing quantity, analysis and name of manufacturer. 2. Storage: Store seed with protection from weather or other conditions which would damage or impair the effectiveness of the product. B. Mulch: store with protection from weather or other conditions which would damage or impair the effectiveness of the product. 1.10 WARRANTY PERIOD: Section 02930. PART 2 -PRODUCTS 2.01 LAWN SEED: A. Composition: Fresh, clean, certified, class "A" , new crop seed. B. Type: "Marathon II" or equal. Southland Sod Farm of Camarillo, CA. Tel. (805) 486-3585, or stover Seed co., Los Angeles, CA (213) 626-9668 or equal. 2.02 GRASS AND WILDFLOWER MIX: A. Distributor: S & S Seeds of Carpentaria, CA. 93013. Tel: (805) 684-0436 or equal 2.03 be MULCH: A. Composition: Pre-mixed organic-based combination of virgin-wool fiber and stabilizing agent with no growth or germination-inhibiting elements. B. Product: ~Hydro Mulch 2000 Fibersn distributed by Conwed Corporation, P.O. Box 43237, St. Paul, MN 55164; Tel. (612) 221-1190 or equal. C. General: 1. Composition: Green-colored, fibrous, virgin wood cellulose mulch containing no growth or germination-inhibiting factors, 2. Dispersion in Slurry: Mulch shall be manufactured in such manner that after addition to and agitation in slurry tanks with fertilizer, seed, water and other approved additives, fibers in the material will become uniformly suspended to form a homogeneous slurry. 2.01 SOIL STABILIZER: A. Product: "Ecology Controls M-binder" as distributed by Stover Company, Los Angeles, CA or equal. 2.02 HYDROSEEDING MIX A. LAWN AREAS: 2000 lbs/acre-Fiber Mulch, !Olbs/1000 SF-'1.!arathon !I", 500 lbs/acre-15-15-15 fertilizer. PART 3 -EXECUTION 3.01 GENERAL: Perform seeding on a section by section basis. Complete embankments and slopes in a continuous manner. 3.02 SOIL PREPARATION A. Verification: 1. Stones, Weeds, Debris: Verify that all areas to receive hydroseeding are clear of stones larger than 6 in. diameter, weeds, debris and other extraneous materials. 2. Grades: Verify that grades are within 2 in plus or minus of the required finished grades. Verify that fertilization and erosion control materials have been installed in another section. Report all variations in writing. B. Soil Moisiure: 1. Excessive Moisture: Do not commence work of this section when soil moisture content is so great that excessive compaction will occurs, nor when it is so dry that dust will form in air or that clods will not break readily. 2. Inadequate Moisture: Apply waler, as necessary, to bring soil to an optimum moisture content for planting. 3.03 HYDROSEEDED LAWN, GRASS AND WILDFLOWERS A. Application: 1. General: Apply specified slurry mix in a sweeping motion to form a uniform mat at the specified rate. Keep hydroseeding within designated areas and deep from contact with other plant materials. 2. Unused Mix: Do not use slurry mixture which has not been applied within 4 hours of mixing. Promptly removed from the site. 3. Protection: After application, do not operate any equipment over the Hydroseeded areas. 4. Reseeding: Reseed all areas and parts of areas which fail to show a uniform stand of native planting until all areas area covered with a satisfactory stand of plants. 5. Overspray: Immediately after application, thoroughly wash off any plant materials, planting areas, or paved areas not intended to receive slurry mix. TREES SHRUBS VJNES & GROUNDCOVER SECTION 02950 PART 1 -GENERAL 1.01 QUALITY ASSURANCE: A. Applicable Standards: Apply standards for plant materials as described in the following: 1. An Annotated Checklist oi Woody Ornamental Plants of California, Oregon and Washington, (Number 4091), McClinthock and Leiser, Division of Agricultural Sciences, University of California, 1979. 2. American Standard for Nursery Stock, 1980 Edition, American Association of Nurserymen, Inc. 3. Horlus IIl-1976 Edition, Bailey Horatorium, Cornell University. 1.02 WORK SCHEDULE: Proceed with the work as rapidly as the site becomes available, consistent with normal seasonal limitations for planting work. 1.03 SELETION, TAGGING AND ORDERING OF PLANT MATERIAL; A. Review: Submit a written request for review of plant materials and quantity at place of growth at least ten (10} working days prior to shipment to site. B. Tagging: Landscape Contractor shall accompany the landscape Architect for all reviews and tagging plants at place of growth and upon delivery for conformity to specifications. C. Distant Material: Submit photographs with a person adjacent to plants for preliminary review. Such review shall not impair the right of review and rejection during progress of the work D. Unavailable Material: If proof is submitted that any plant specified is not obtainable, a proposal will be considered for use of the nearest equivalent size or variety with corresponding adjustment of Contract price. Substantiate such proof in writing no later than thirty (30} days after award of contract. E. Special Conditions: The above provisions shall not relieve contractor of the responsibility of obtaining specified materials in advance if special growing conditions or other arrangements must be made in order to supply specified materials. 1.04 WARRANTY PERIOD: A Warranty: Warrant that all trees, shrubs, groundcover, and vines planted under this Contract will be healthy and in flourishing condition of active growth one year from date of Conditional Acceptance. PART 2 -PRODUCTS 2.01 PLANT MATERIALS: A. General: 1. Growing Conditions: Plants shall be nursery-grown in accordance with good horticultural practices under climatic conditions similar to those of project. 2. Appearance: All plants shall be exceptionally heavy, symmetrical, tightly knit, so trained or favored in development and appearance as to be superior in form, number of branches, compactness and symmetry. 3. Vigor: Plants shall be sound, healthy and vigorous, well branched and densely foliated when in leaf. They shall be free of disease, insect pests, eggs, or larvae. They shall have healthy, well-developed root systems. Plants shall be free from physical damage or adverse conditions which would prevent thriving growth. 4. Container stock: Verify that all container stock has been grown in the containers in which delivered for at least six (6) months, but not over two (2) years. Samples must prove to be free of chinked, circling or girdling roots and with no evidence of a pot-b9ound condition. Do not install container plants that have cracked of broken balls of earth when taken from container. 5. Condition: Trees which have multiple leaders, unless specified, or damaged or crooked leaders, will be rejected. Trees having a main leader shall not have been leaded back. Trees with abrasions of the bark, sunscalds, disfiguring knots, or fresh cuts of limbs over three-quarter (3/4») inch which have not completely callused, will be rejected. 2.02 TREE, SHRUB AND VJNE PLANTING FERTILIZER: "Agrilorm" 21 gram tables with 20-10-(N formula as manufactured by Sierra Chemical Company, Milpitas, California, Telephone -P-K) (408) 263-8080, or equal. 2.03 STAKING MATERIALS: d top, treated with A. Tree Stakes: Lodgepole Pine with ten (10"} inch tapered driving point and chamfere copper napthanate or penlachloraphenol to heartwood, green color, as manufactured by C&E Lumber Company of Pomona, CA. Tel. (714) 626-3591, or equal. B. Ties: Thirty six (36") inch brace type. V.I.T. company, Inc. 15561 Product Land, D-4 , Huntington Beach, California 92649. Tel. (714) 891-8338 or equal. 2.Q4 VJNE SUPPORTS: A. Anchors: Galvanized metal or plastic epoxy fastening type as approved. B. Tape: Polyethelene tape, one-half (1/2") inch width. 2.05 ROOT CONTROL BARRIERS -4" Universal Barrier, Stock #UB29-2 or 48" stock #UB-48-2 by deep-root. (714) 898-0563 or equal. 2.06 WOOD CIIlP MULCH: A. Medium grind ground tr€e and shrub trimmings, one-half (1/2b inch to one {1 ") inc h diameter free of sticks, dirt, dust and other debris, as accepted. B. Manufacturer: Michael Rawls Co., Tel. (714) 649-0296 or equal. 2.07 WOOD HEADER: A. Construction Heart Grade Redwood header and stake (or pressure-treated Douglas F ir stake). No sapwood. 2.08 STEEL HEADER: A, Size: ¾" x 5" cold formed steel. B. Manufacturer: Jos. T Ryerson and Son Co., Inc or Emeryville CA. Tel (415) 563-2933 PART 3-EXECUTION 3.01 PREPLANT REVIEW A. General: Do not commence planting work prior to acceptance of soil preparation. or equal. B. Finish Grades: Fisish grades for all planting areas shall have been established in an Verify that all grades are with one {1 ff) inch plus or minus of required finish grade other section. and that all soil amendments have been installed as specified. 3.02 DRAINAGE OF PLANTING AREAS: A. Surface Drainage: Maintain positive surface drainage of planted areas as established under Section 02215-Landscape Grading. B. Detrimental Drainage, Soils and Obstructions: 1. Notification: Supply written notification of all conditions detrimental to growth of plant material. 2. Testing: Test drainage of plant beds and pits by filling with water twice in success1 on. eclion before 3. Correction: Submit for acceptance a written proposal and cost estimate for the corr proceeding with work. lions are encountered 4. Obstructions: If rock, underground construction work tree roots or other obstruc in the excavation of plant pits, alternate locations may be used as directed. Where changed, submit cost required to remove the obstructions to a depth of not less th below the required pit depth. Proceed with work after acceptance. 3.03 LAYOUT AND EXCAVATION OF PLANTING AREAS: A. Layout and Staking: Lay out plants at locations shown on Drawings. Outline shrub beds with lime. B. Plant Pits: Excavate container-grown tree and shrub pits to the dimensions shown 3.04 ROOT CONTROL BARRIERS: Install per details and manufacturer's most recent written i instructions. 3.05 REDWOOD AND/OR STEEL HEADERS: A. General: Install headers prior to installation of adjacent sprinkler irrigation system locations cannot be an six (6"} inches and groundcover on details. nstallation B. Headers: Install headers true to line and grade as shown on the drawings. Align h eader edges and 3.06 PLANTING OPERATIONS: A. General: 1. Protect plants at all times from sun or drying winds. 2. Keep plants that cannot be planted immediately upon delivery in the shade, well-protected and well-watered. 3. Remove canned stock carefully after cans have been cut on lwo sides with accepted cutter. Do not use spade to cut cans. 4. Lift and handle plants only from the bottom of the ball. If root baH is cracked or broken during handling, plant shall be rejected. B. Installation: 1. Pit Preparation: Add the appropriate amount of backfill mix to the bottom of the plant pit and blend into the existing soil. Tamp and compact mix. 2. Positioning: .After re=moving plant from container, scarify side of root ball to prevent root-bound condition and position plant in planting pit. 3. Fertilizer Tablets: Place evenly distributed in plant pits when backfilled 2/3 according to the following schedule: 1 gallon can-2 tablets 5 gallon can-4 tablets 15 gallon can-6 tablets 24" box-8 tablets 36" box-10 tablets 48" box-12 tablets C. Adjustment: Adjust plants so that after full settlement has occurred, the natural grade at the base of the plants is two (2") inches above the adjacent planting finish grade. 3.07 STAKING: A. General: 1. Trees shall be able to stand upright without support, and shall return to the vertical after their tops have been deflected horizontally and released. Stake or guy trees which do not meet this qualification. All plant materials shall remain plumb and straight for all given conditions from installtion through the guarantee period. 3.08 TRAINING OF VINES AND ESPALIERS: A. Anchors: Place as many anchors as required to support the plant and its branching structure as directed. B. Ties: Tie branches to anchors with vinyl ribbon ties. 3.09 MULCHING: Install a three (3") inch (minimum) deep layer of mulch over all shrub areas including A. The application of organic mulch materials mad from recycled or post-consumer materials shall take precedence over inorganic materials unless recycled or post-consumer organic products are not locally available. B. A minimum of three (3") inch layer of organic mulch shall be added in non-turf planting areas with slopes less steep that 3:1 to cover the soil surface completely. 3.10 GROUNDCOVER PLANTING: A. Planting: Plant groundcover plants at optimum depth for proper growth. Avoid air pockets. Equally space triangularly, at distances called for in the Drawings. 3.11 PLANTING IN PRE-CAST CONCRETE ANDOR FIBERGLASS PLANTERS: A. Drain Rock: Place two {2") inches of drain rock in bottom of pot or urn. B. Filler Babric: Cover drain rock with filter babric and run 4 inches up side of pot wall. C, Soil Mix: Fill balance of planter with soil mix. D. Drain Test: Fill 1/3 full with water to insure positive drainage. Planter should totally drain within five (5) minutes. E. Planting: Install plant materials as shown on Drawings. PALM TREE PLANTING SECTION 02951 PART !-GENERAL 1.01 QUALITY ASSURANCE: Section 02950. 1.02 WORK SCHEDULE: Section 02950. 1.03 SELECTION, DELIVERY, INSPECTION AND WARRANTY OF PALM TREES: Section 02950. 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING: Section 02950. PART 2-PRODUCTS 2.01 PLANT MATERIA!S: A. General: 1. Growing conditions: Palms shall be nursery-grown in accordance with good horticultural practices under climatic conditions similar lo those of project for at least two years, 2. Appearance: Verify that all palms are well-grown, symmetrical, without curvature or leaning of the trunk from the perpendicular, and so trained or favored in development and appearance as to be superior in form, compactness and symmetry of crown. a. Phoenix canariensis: All pineapples shall be shaped into small elliptical shape and shall be 4' to 5' in total length. All palms shall taper uniformly to finish grade and shall have no air roots exposed above finish grade. b. Washingonia robusta: All heads shall be uniform in size. Phoenix reclinata: Verify that all palms have three-to-five trunks arching from a central roofball in a naturalistic manner. 3. Vigor. Verify that all palms are sound, healthy and vigorous, well foliated prior to pruning and showing no signs of previous disease. They shall be free of disease, insect pests, eggs, or larva. They shall have healthy, well-developed root systems. All palms shall be free from physical damage or adverse conditions which would prevent thriving growth. 4. Container stock: Verify that an container grown palms have been grown in the containers in which delivered for at least two years but not more than four years. Samples must prove to be free of kinked, circling or girdling roots and with no evidence of a pol-bound condition. Do not install container palms that have cracked or broken balls of earth when taken from container. 5. Field dug stock: Verify that all field fug palms contain adequate rootball to guarantee successful transplantation. Do not install any field dug palms that have cracked or broken balls of earth when unpacked from their wrapping. 2.02 BACKF!LL MIX FOR PLANT PITS: Clean, white plaster sand, free of all deleterious chemicals, oils or other materials. 2.03 PALM TREE FERTILIZERS: "Agri!orm" 21 gram tablets with 20-10-5 (N-P-K) formula as manufactured by Sierra Chemical Co., Milpitas, California, Tel, (408) 263-8080, or accepted equal. PART 3-EXECUTION 3.01 PREPLANT REVIEW: A. Finish Grades: Verify that all grades are within 1 inch plus or minus of required finish grade. 3.02 DRAINAGE OF PLANTING AREAS. Section 02950. 3.03 LAYOUT AND EXCAVAITON: Section 02950. 3.04 PLANTING OPERATIONS: Section 02950. LANDSCAPE ESTABLISHMENT FOR 90 DAYS SECTION 02970 PART 1 -GENERAL 1.01 GENERAL: A. Duration: continuously maintain each plant and each portion of groundcover area after installation, during progress of work, and for a period of 90 days after completion of all planting work until Final Acceptance. B. Replacements: Immediately treat or replace all plants which become damage or injured. 1.02 WORK FORCE: A. Experience: The landscape establishment firm's labor force shaU be thoroughly familiar and trained in the work to be accomplished and perform the task in a competent, efficient manner acceptable to the Owner. B. Supervision: The foreman shall directly employ and supervise the work force at all times. Notify Owner of all changes in supervision. C. Identification: Provide proper identification at all times for landscape establishment firm's labor force. Be uniformly dressed in a manner satisfactory to the Owner. 1.03 SCHEDULE: A. Perform all establishment during hours mutually agreed upon between Owner and Contractor. PART 2-PRODUCTS 2.01 MATERIALS: A. General: All materials and equipment, unless otherwise indicated, shall be provided by the Contractor. PART 3-EXECUTION 3.01 TREES, SHRUBS AND VJNES A. Pruning: 1. Select and develop permanent scaffold branches that are smaller in diameter than the trunk or branch to which they are attached, and radial orientation so as not to overlay one another. 2. Eliminate diseased or damaged growth, and narrow V-shaped branch forks that lack strength. Reduce toppling and wind damage by thinning out crowns. 3. Prune trees to maintain growth within space limitations, maintaining a natural appearance and balancing crown with roots. 4. No stripping of lower branches ("raising up1 of young trees will be permitted. 5. Thin out and shape evergreen trees when necessary to prevent wind and storm damage. Do primary pruning of deciduous trees during the formant season. Do not permit any pruning of trees prone to excessive ''bleeding" during growth season. 6. Prune damaged trees or those that constitute health or safely hazards at any lime of year as required. 7. Make all cuts clean and close to the truck, without cutting into the branch collar "Stubbing" will not be permitted. B. Staking of Trees: 1. Inspect stakes at least one a month to check for rubbing that causes bark wounds. 3.02 GROUNDCOVERS A. Watering: 1. Water as frequently as necessary to maintain healthy growth of groundcovers. 3.03 WEED CONTROL: 1. Control weeds, preferably with pre-emergent herbicides and with selective systemic herbicides. 2. Use only recommended and legally approved herbicides to control weed growth. 3. Avoid frequent soil cultivation that destroys shallow roots and breaks the seal of pre-emergent herbicides. 4. Minimize hoeing of weeds in order to avoid plant damage. 3.04 LAWNS A. Watering: Water lawns at such frequency as weather conditions require, to replenish soil moisture to 6 in. below root zone. B. Weed Control: 1. Control broadleaf weeds with selective herbicides. 2. In areas where crabgrass has infested the lawn, apply a selective post-emergent herbicide as soon as possible, and prior to flowering. C. Mowing and Edging: 1. Mow lawns when they reach 2 in. high. 2. Trim edges: at least two times per month or as required for neat appearance. 3.05 INSECTS, PESTS, AND DISEASE CONTROL A. Inspection: Inspect all plant materials for signs of stress, damage and potential trouble from presence of insects, moles gophers, ground squirrels, flJlails and slugs in planting areas. SPECIFICATION SUPPLEMENT/REVISION i, s 'f u D ; 0 34202 Sepulveda Avenve Capistrano Beach, CA 92624 pho 949.2.48.5.404 fax 9.49.240.9790 llU) DUWIIIG AS AH INSTRUMCNI Of SERVICES IS THf PROPERTY Of THE LMIDSGIPEAACHITTCT AllD MAY NOT BEJ\tl'RODU(m INANY FORM WOHOl/T TIIE LANDS(Al'E Ai(HITEU'S WRITTEN l'EllMlSS!ON 4ND u11ms THE REPRODUCTION CAARI~ Tilt UNO SCAPE ARCHITECT'S NAME. Alt DESIGN A~D OllifR INFORMATION SHOW!i ON fflE ORA.WING ARE FOR THE SO!.E USE Of THE SPE(IF!ED PROJECT ONlY ,um SHALL !JOT BE OTHERWISE USED WITHOllTTHE mms PRIOR WRITTEN PERMtSSIDU OF THE lANOSCAPE ARCHllm. WlllmN DIMENSION SHALL HAVE PRECEDENCE OVER SCMED DIMENSION. COHTIWJORJSt 5HAU YERlf'I ~NO BE RfSPOIIS!BlE FIIR ~ll l)JMERSto~S m CDIIDm N ON THE JOB. TIit 1.ANDSC,\PEAl!OIITECTIS TO BE IIIFORMEO Of AllY VAll1AllON5 FROM lHE D!MEIISIOIIS AND CONlllT!O~S SHOWN ON TIIE DRAWINGS. EXISTlllG cotllllT!OIIS ANO lOCAllONS Of UTILITIES HAVE IIOT BU:N VWflED IIIOEPEMDf.tillY. IT SHAll SE THE RESPONSIBILITY Of !HE [OlflRA(J0ff~lJEFOR£ BWIIHIING WORK TO llET!RMINE THE ma lOUllON OF All MENTSAND EXISTING UTilffiES. THE (OIIIRAOORi~ SHAll BE RESPONS!B!.E fOR SECURING All PERMITS ANO EHGIMEERI REQUIRfD WHICH IS NOT !NCWDED IN THESE DRAWl~GS. CM~ SlRUCll.llW., MHHANICAl E~GINHklNG, GRAOlNG ANO DRAINAGE BY OTHERS. SHOP l}R.\l'/IIIGS MUST Bf SUBMITTED IO THE u\NDSCAPf ARrnnm fOR REY!fl'I' moRE PROCEEOING Wltll FMRICATION. THERESA CLARK l,I.IIDSCAl'f ARCH!TEU APPROVED FOR !RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE EXP. DATE REVIEWED BY: set flush with adjacent paving. C. Stakes: Stakes shall be a minimum of sixteen (15') inches long and longer as reqm anchorage. Double stake all joints and corners and securely nail to headers. red for solid 12.4 Planting Specifications INSPECTOR DATE D. Nails: Nails shall be galvanized. ~ CITY OF CARLSBAD ~ PLANNING DIVISION 9 4 LANDSCAPE IMPROVEMENT PLANS FOR: /."'-;::.~;:-,~ Crowley Residence ¾ ,~'-f,U,'} ·\Pt: / ,.,, ~~"""7,"":'~rf-13 ''•, 4367 Highland Drive , ;:, \1 vA i.i%, ».~ \ /4 . ""~"''' Carlsbad, CA 92008 , ( ?., fl'• ' l~.,: ~l:>", APPROVED:_A If/~~ ! t--· -I ·. \I !111/z.1 ' '-2-'L , \'it-\----.,.:: a_--J ·fr : · . \.. tr:e"Cl~ti _,,: PLANNING I, \;:f,, ,J .. : Z .. -:?j,.J DWN BY: LPcJB~f-?Jo~§-DRAWING NO. .. ~Ji,,.->,,·,.,:>_\.,,._,,,> f ¾.,_:!.'' DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: 537-2L ..... REVISION DESCRIPTION RVWD BY: r., '/I Jjj_(){)~ '>-,.o,-DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL Expiration Date: 6.30.2022 I I I I I i I I I I I I I i I I I I I I ; I I i ! I I I APN /206-7801~50-CO i ' ' I I I I I I I I I I I I / / I I I I I I I I I I I I / I I I I I / ! I I IRRIGATION LEGEND I i ' I I I I I MFG. MODEL NO. DESCRIPTION f'5I RAD GFM FATTEFiN f"RECIF. RATE "' TOF<O 'If TOF<O V TOF<O V TOF<O V TOF<O '1 TOF<O w TOF<O ® TOF<O NETAFIM r /"7,, T"/0 ///////,) Y///// l-"/__L' _LL/ ....J ® TOF<O 0 TOF<O e TOF<O 51,i,J:-4F-FRCOM FOP-UP SFAAY WIFl<Eeeui.E !<l:GULATION 4 CI-IECK VAL \IE 0-T-&-Gl PRECl6I0N NOZZLE 4€> !i' t>6 GlTR CIRCLE 0-T-&-1-! PRECl6I0N NOZZLE 4€> !,' .10 1-!ALF Cl"1CLE 0-T -10-Q PRECl6I0N NOZZLI: 4€> ffl)' 26 GlTR CIRCLE 0-T-10-1-! PRECISION NOZZLE 4€> 112)' .48 1-!ALF Cl"1CLE O-T-1!;-Gl Fl'<ECl5I0N NOZZLE 4€> I&' .&3 GlTR CIRCLE PRECISION NOZZLE 4€> I!;' 1.112) 1-!ALF CIRCLE Fl'<ECISION NOZZLE 4€> 4'x'il' .IS ~ DRIP eueel.ER 3" NIA .2!;, FLOOD INSTALL ON 112" RISER AT TREES TLCV6-IS DRIPLINE 3" 18" h GFf.l DRIP SPACE AT IS" O.C. WITl-! STAFLE EVERY 4' AND (2! STAPLES AT EVERY TEE, ELBOW OR CROSS. USE (Ii LINE FLUSf.llNG VALVE FOR !:VERY IS GFM OF ZONE FLOW • P06ITION NEAR I-IALRIJAY POINT EZ'f-2I-12)4 DZK-1:ZF 2212)-21-fl)t; I" CONTROL VALVE I" DRIP VALYE l!'l IRRITF<OL Fe-6I2& 1'4" 6RA55 MASTER VALVE WITI-! Fl'<Eeeui.E REGULATION EZREG 9-ffl)fl) F5I PRE&eUl<E REGULATOR SET TO 8f2) F5I i't.,' 6RASS FLOW SENSOR H WILKJNS S!i>fl) """ FE6CO 82!i>Y &, IRRITF<OL TC-4SE><M-R IRRITi.cL CL-I00 6ALL VALVE -LINE 61ZE REDUCED Fl'<Eeeui.E 6ACl<FLOW Fl'<EYENTER AUTOMATIC CCINTi.cLLER CLIMATE LOGIC SENSOR PRESSURE MAINLINE, 3/4"-1½ ", USE PVC 5Cl-!EDULE 4" 2" OR L~Fc USE PVC CLA55 31& SOL YENT WELD, ell!'rr MIN. IS' 61:LOW GRADE, SIZE NOTED ON PLAN NON-PRESSURE LATERAL, PVC CLA55 200 SOLVENT WELD, 6URY MIN. 12' 6ELOW GRADE SIZE NOTED ON PLAN. SLEEVING, PVC SCl-!EDI.ILE 4" -2x FIFE SIZE ellRY MIN. 24' 61:LOW GRADE WIF<E SLEEVING, PVC 5Cl-!EDULI: -4t> EXTEND MIN. 12" 6EYOND EDG!E OF FAYING 6URY MIN. 18" 61:LOW GRADE ~VALVE NUM6ER c..a; I I-IYDROZONE~ --.VALVE SIZE l-lypf<QZONEe HZ-I, MODERATE WATEr;l USE/ SPRAY I-IZ:-2, MODERA Te WATER USE / DRIP I-IZ-3: LOW WATER USE / DRIP I-IZ-4, WATER Fl:ATURE 1-!Z-S, LAUN AREA I 5FRA Y SLA, EDl6LE G!ARDEN / MICROSPRAY f.f) 1£> 1£) 1£> I.I!) I.I!) I.I!) 2h 0.43 1-1 DET AIL/51-!T. • C /11 CI 11 C/11 C/11 C /11 C/11 C/11 6 / 11 JI 11 K/11 D / 11 E / 11 1-1 /11 F / 11 G/11 1111 I I I ' I \ , \ I I \ I \ I , ~W,!..kl~,_,. ......... ....,..fi[:"~• I v ll:'. I / I I -------·· _______ I r IRRIGATION NOTES -,_ --+,H-1 I i 11 It / I. 12,Z, VOLT ELECTRICAL POWER OUTLETS FOJ'i< CONTROLLEl'i<& TO 6E PROVIDED ElY OTI-IEl'i<&. CONTRACTOR TO SE RE&FON5I6LE FOR MAKING I-IOOK-UF FROM OUTLETS TO CONTROLLER&. I /4, , I I 2. ALL WIRE FROM CONTROLLER& Tie> ELECTRIC VALVES TO ee COFFER "IJF-14 DIRECT SURIAL. USE SLACK FOR PILOT AND WI-IITE FOR COMMON. INST ALL IN COMMON TRENC!-1 WITI-I MAIN LINE UJ!-IERE F05516LE. PROVIDE MIN. OF 18" COYER. 3. PROVIDE MIN. 18" COVER OVER ALL MAIN LINE FIFING AND 12" COVEi=< OVE!=< ALL LATERAL LINE FIFING. 4. ALL FIFE UNDEI=< PAYED AREAS TO SE PVC SCI-I. 4,Z,. INSTALL PRIOR TO FAYING. S. THIS DESl(JN i& Dl,AG,[5AMMATIC, EQUIPMENT SI-IOI.IN IN PAVED AREAS 15 FOR DE5IGsN CLARIFICATION ONLY AND 15 TO 6E IN&TALLED WITI-IIN Tl-IE NEAREST PLANTED AREA WI-JERE F05&I6LE. E>. CONTRACTOR 51-lALL FLl.151-1 ALL LINES AND ADJUST ALL I-IEAD5 FOR 6E5T FEl'<FOF<MANCI:: AND TO PREVENT OVEl'i<&FRAY ONTO WALKS, Dfi<IYl:5 AND 6UILPING5 AS MUCl-1 AS F05616LE. Tl-1I5 61-lALL INCLUDE Tl-IE SELECTION OF Tl-IE 6E5T PEG.REE OF ARC TO FIT EXISTING SITE CONDITIONS. 1. INSTALL ALL EQUIPMENT A6 51-lOll.N IN DETAILS. 8. SYSTEM DE&IGsN 16 6A5ED ON PRE55URE5 AND GALLONA6E6 INDICATED AT POINTS OF CONNECTION. 9. PO NOT WIL,LFLILL Y INST ALL Tl-IE SYSTEM AS DE51GN!:D WI-JEN IT 15 OElVIOU& IN Tl-IE Fl!:LD TI-IAT UNKNOUN 065TFa.lCTION& OR GRADE DIFFERENC!:5 EXIST TI-IAT WERE NOT KNOll.N DURING DE&IGN. 5UCl-1 CONDITIONS 51-lALL SE SROUG,I-IT TO Tl-IE ATTENTION OF Tl-IE OUNER'5 AUTI-IORIZED REPRE&ENTATIYE, OTI-IERWl5E Tl-IE IRRIGATION CONTRACTOF< MUST A&5UME FULL Re5FON5I61LITY FOR ANY AND ALL NECE&5Afi<Y F<EVl510N5. lie>. FINAL LOCATION OF AUTOMATIC CONTROLLER TO SE DETERMINED 6Y Oll.NER'5 AUTI-IORIZED REPRESENTATIVE AND/OR LAND&cAFE ARCI-IITECT. 11. Tl-IE 5-Y-6TEM 51-lALL SE FULL 'Y" OOARANTEED FOR A PERIOD OF ONE -Y-EAR AN'Y" DEFECTIVE MATERIAL OR FOOR UJO~AN51-11F 51-lALL ElE REPLACED OR CORRECTED 6-Y-Tl-IE l~IGATION CONTRACTOR AT NO CO&T TO Tl-IE OUNER. 12. CONTRACTOR TO ElE RE5FON516LE FOR RODENT CONTROL OF DRIP 5-Y-&TEM DUF<ING, IN&TALLATION AND MAINTENANCE PERIOD. 13. CONTRACTOR 15 TO ADJUST IRRIGATION TO UJ!-IERE LIGI-ITING FIXTURES AND OTI-IER UTILITIES OCCURRED IN FIELD. 14. CONTRACTOR TO ADJU5T ALL I-IEAD& TO PROVIDE FULL COYERAGsE WITI-I NO OVER&FRA-Y-ONTO Tl-IE SUILDING.5 AND/OR I-IARP5CAFE. IS. ONL 'Y" eue&U!vACE IRRIGATION &I-IALL eE USED TO IRRIGATE AN'Y" VEGETATION WITI-IIN 24" OF AN IMFF.F<MEA6LE 5UF<FACE UNLESS Tl-IE ADJACENT IMPEF<MEA6LE 5Ut-lf'ACE& ARE DE51GsNED ANP CON5TFa.lCTED TO DRAIN ENTIREL 'Y" INTO A LANDSCAPED AREA. IE>. IRRIGATION MAINLINE& 51-lALL SE LOCATED OUTSIDE OF Tl-IE STREET RIGI-IT-OF-WA'Y" 17. CI-IECK VALY!:& 51-lALL 6E INSTALLED A5 REQUIRED TO PREVENT LOW I-IEAD DRAINA6E. I CCNN[Li_ YJ rAMIL Y f?CVOCABtE TRUST LOT 5 o' l:ri/ I' D(i.1-., ' ,,, Mlk) 2152 APIIJ )05 180-?? 00 I ! ! / / I ESTIMATED FRE55URE CALCULATION 1.S" WATER METER AT 11.S GFM I½ 11 REDUCED PREeeLIRE 6ACKFLOW PREVENTER I" MASTER VALVE 1~2 FT. OF 114" PVC SC!-l. 4~ MAINLINE I" REMOTE CONTROL VALVE LATERAL LINE FRICTION LOSS FITTINGS (2~% OF MAINLINE LOSS) SPRINKLER 1-lEAD OPERATING PRES&URE ELEVATION (X) MISCELLANEOUS LOSS TOTAL PRES&URE REQUIRED FOR PROPER OPERATION EXISTING STATIC PRES&URE RESIDUAL PRESSURE VALVE 22 ~OOPSI 1~00 PSI 2£'~ PSI ~.S1 PSI 6.rM) PSI SOO PSI ~JS F&I 3~00 PSI ~00 PSI S£'~ PSI SS.16 PSI 88£'~ PSI 28.84 PSI NOTE: ALL EXISTINGJ IRRIGATION DESIGNATED TO REMAIN ON SITE S!-lALL ElE FROlECTED IN PLACE. ANY EXISTINGJ IRRIGATION DAMAG!ED DURING Tl-lE COUReE OF T!-lE PROJECT S!-lALL 6E REPLACED IN KIND TO Ti-!E SATISFACTION OF Tl-lE CITY AND FER LANDSCAPE MANUAL REQUIREMENTS. 0 • 0 Cl !,..~-. ::~------ WATER EFFICl[NT ORDINANCE C[RnF!CAnDN STAT£MENT nl AM FAM/UAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION Pl.ANS CONTAINED IN TH[ CfT'f or CARLSBAD'S LANDSCAPE MANUAi. AND WATER EFFICJ[NT LANDSCAPE REGULAnONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL ANO AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBl,/lmNG CONSTRUCi/ON DOCUMENTS. I CERTIFY THAT TH£ PL4N /MPLEM[NTS THOSE REGULATIONS TO PROVIDE £FFIC/Ei'VT USE OF WATER" 11--fl)S-21 SiGNATURE DAT[ 0 8 / I I 1 o' i ' ' I_ c½ ,.-1 . .J- 11' C I 1; ! ii !I ,I ,, 'I I 'I ' I I , fli' ) 2 -STlJDllO 34202 Sepulveda Avenue Capistrano Beach, CA 92624 pho 949.248.540.4 fox: 949.240.9790 THIS ORAWfllG AS ,IN INSTRUMENT Of SERVICES IS THE PROPEm OF Ill£ LANOS(APE ~RCHl11CT ANO MAY NOT BE Rf PRODUCED IN Atfl FOl!M 'Mrnat/T Wt lANOSCAPE ARCIIITECT'S w«ITTEN PERMIS'iiON AND UNLESS TllE REPkOOUCTION (AUIES THE lAl/llSUP!: ARCHITlffS NAME. AU. 051611 AND OTHtR INFOtMATIOII SHOWN ON nl[ OIIAWING m FOR THE SOlf USE OF !HE 'iPE(IFIED PROJm ONLY ANO SHAlt NOi Bl: DTHERW!'if U'iEO WIJllOlfl THE EXPRESS PRIOR ~ITTEN P!:llMISSIIIN Of THE LANOSUPE m1mm WRITTEN OIMEN)ffl~ S~ALL HAVE PRHEOEN(f OVER S{ALEO OIMENSIOM. CO!URACTORl'il S!W.l VERIFY ANO RtSPONSISLE FOR All DIMENSIONS AAO(OIIDffifj~l;oMTl!l'JOR. ll!E emmRMfD Of SHOWM ON THE UIIB HAVE N R£SPONSl91lll'I OF THE COMTRACTOR(SI BEFORE 6E61NNIN6 WORKffi DETERM!NETHE WCT LOCATION OF All tli5£MOOSAND EXJSTIN6 UTIUTIB. fflf CONTRACIOR!Sl SHAU BE RtSPONSIBL[ FOR SECURmG All PE!IMITS Mm £HGINt£Rl~G REQUIRED WHICH IS NOT lN(WDED IM THESE DRAWINGS. CIV!l, ~RUCT~~ MErnANIUL E!IGINE!Rlll6, GRADING ANO DUIIIAGt BY OTHERS. Sl!OP OR~WlNGS MUST BE SUBMITTED TO THE l,INOS{Af'E .IR<!llt£CT fOR REVIEW 81:fOIU PROCEEDING WITH FABRICATION_ TI!EltfS,I ctm lAHDSCAPf AR{HfllCT APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ---+--+--------------+---+---+----+----, ~ CITY PL?NENGCD~~O¼SBAD ~ .-------------+-----+--+------------------+----+---t-----t----1 ;:LAN=::::DS:::C:::A'..::P::E::::;::IM:;:P::R::O:::::VE::::::::::ME::::::::::N:::T=P::LA==N:::::S=F:::O::R::::::==::::::'....':::==~ I ~~~~ I ,,, DATE INITIAL DESIGNER OF WORK Expirotion Date: 2,28.2023 DA TE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL Crowley Residence 4367 Highland Drive Carlsbad, CA 92008 DRAWING NO. 537-2L I I I ' I I I I I I I I I I I I I I I I I I I -/- I I I I I / I I I I I I I I ! ' I I I ! ! I I j_ I ! I / I I I I I I I I I I I I I I I I I I ! I I I I I I I I I I I I I I I I I ) I I I I I / / I I I I I I ' ; I I I I I J / / / I I ! I ! i -10M "'06 7icw "'! nn/ , " L --µU-v -u~1 ' I I I I I I I I I I I I I ' I I I ; ' I I I I I I I I I I ! IRRIGATION LEGEND I i ' /J _,_ / I I I I J I I I I I / I I I ' I/ I :I : I : I ' I I I I L __ i-lZ-4 I I I I a / I I \ I i I I ! I . ' I I I ! I I I -i- -!----1- / ! MFG. MODEL NO. DEeCRIFtlON PSI RAD GFM FATTEJ;iN ffiECIF. RATE TORO V TORO 't' TORO Y TORO V TORO 'i' TORO V TORO "I TORO ® TORO NETAFIM p-/77T/7l ✓/////,j 1//////,' L,1J LL/ __j ® TORO 0 TORO e TORO S11Z>Z-4F-R-COM FOF-UF 5Fl<AY W/Fl'<Ese!R REGULATION 4 CHECK VALVE O-T-5-Q PRECISION NOZZLE 4iZ> &' ~ QTf<. CIF<CI.E 14> O-T-S-1-1 PRECISION NOZZLE 4iZ> &' .IIZ> f-lALF CIRCLE 1.0 0-T-IIZ>-Q PRECISION NOZZLE 4iZ> IIZ>' 26 QTR CIF<CLE 14> O-T-IIZ>-f-1 PRECISION NOZZLE 4iZ> IIZ>' A& f-lALF CIRCLE 14> 0-T-f&-Q PRECISION NOZZLE 4iZ> IS' b3 QTR CIRCLE 14> O-T-l&-f-1 PRECISION NOZZLE 4iZ> I&' lie> f-lALF CIRCLE 14> 0-T •4~-c&F PRECISION NOZZLE 4iZ> 4 'x':I' J& COf;INEf< 14> D6-IS-FC DRIP eueeLER 31Z> NIA 25 FLOOD 2J, INSTALL ON 112" F<l&ER AT TREES TLCV6-1& DRIFLINE W I&" .6 GFI-I DRIP 0.43 SPACE AT I&' O.C. UJITi-1 STAFLE EVERY 4' AND (2) STAPLES AT l:VEF<Y TEE, ELeoUJ OR CROSS. USE /IJ LINE FLUSI-IING VAL VE FOR EVERY IS GFM OF ZONE FLOW -POSITION NEAR 1-!ALRUA Y POINT EZF-21-IZ>4 DZK-EZF 221Z>-21-IZ>S I" CONTRCL VALYE I" DRIP VALYE l!!I IF<F<ITRCL FS-612& 1'4" 6F<A55 MASTER VALVE UJITf-1 PREse!R REGULATION EMG !;-100 PSI PRE5eURE F<EGIJLATOF< SET TO &iZ> PSI 114" 6F<A55 FLOW &EN50F< 1><1 UJILKIN6 eee, BALL VALVE -LINE SIZE """ FE6CO &2SY REDUCED ~ 6ACKFLOUJ PREVENTER AUTOMATIC CONTRCLLER &,. IF<F!ITRCL TC-4&EXM-R IF<F<ITRCI. CL-f!Z)l2) CLIMATE LOGIC 5EN50F< F!sE651.l!<E MAINLINE, ¾"-Iv,", U5E PYC SCI-IEDIJI.E 4iZ> 2" OR LAi.llE~ U5E PYC CLASS 31& SOLVENT l!ELD, 6UF<Y MIN. I&" eELOW GRADE. SIZE NOTED ON Fl.AN NON-F!sEse!R LATEl'W., PYC CLASS 2iZ>IZ> SOL VENT IIELD, 6UF<Y MIN. 12" eELOW GRADE 51%1: NOTEP ON PLAN. SLEEVING, PYC 6CI-IEDUI.E 4iZ> • 2x FIFE 51%1: 6UF<Y MIN. 24' eELOW GRADE Wli.E SLEEVING, PVC SCI-IEDIJI.E 4iZ> EXTEND MIN. 12" l:!EYONP EDGE a' PAVING 6Ul<Y MIN. I&" eELOUJ GRADE ~VALVE NUM6ER i-lYDF<Oz0 VALVE SIZE HrPRQZalES i-lZ-1, MODERATE WATER USE / 5PRA Y I-IZ-2, MODERATE WA TEF< USE I DF<IP 1-1:Z-3, LOW WATER USE I DRIP i-lZ-4, WATER FEATURE i-lZ-5, LAU.N AREA I SPRAY SLA, EDIBLE GAADEN / MICROSPRA Y / ! / I I I i ! / I _/_ ! / I I I ii ' i -,t-1;--r 'i ! DeTAIL/51-iT. • C I 11 CI 11 C /11 C/11 CI 11 CI 17 C /11 6 / 11 J /11 K /11 D / 11 EI 11 1-1 I 11 F / 11 G / 11 I / 11 I / I I ' ,I I \ / ;1 ,,. n I ,. \ I v.: -· --:J ,----, I nr :~-'!i-lZ1:.t_lr\if-➔: _!L --_ _I -------I I 1----, ,------~ ' 'I l " 1.--.-____ __J L'------';!,--tf ; --1, - ' I I ' I ' I ' ' ' i I I _MATCHLINE I i i I I , e M,-cr~ A P~H I R':C oor 1\10 2(.)JP--,'12/10,W i-/~ ·-;_: \. "-,,:, T AP,i "-()t} 180-,.,3·-uC / I / i i ' I I / 77 / / ,/// ;-1,,41-=,-i----=-=== ' I I \ OJ \ I I tK77 ( / / ) I I I I ,I i _,_ I I I j I \ I, i I I -, -J- I I I ! I I / / i ' / / / ----- I / / I / ___ /_.,_...._ ---- i I I I I / I ! I N 73°S_f,r53'· E 226 ss' I I I 6" --- ~--FINISH GRADE 12" min Spray 18" min Rotor >4: ~---/: :. ' ·: . . / . LATERAL LINIE-'7'?½<1 1/j/ MAIN LINE / /I 6" OR SLEEVF--'-/.,._,.'-rl-~,f-m, / SLEEVE--7"'""'7",I----( / CLEAN OR SANO BACKFILt---~ CONTROL WIRE:-----' IRRIGATION TRENCl-llNG MIN. PIPE COVERAGE, PRESSURE L INE5: / LE55 Tt-lAN 3" DIAMETER -18" COYER 3"-5\12 11 DIAMETER -24" COYER .... N ,_ 0 'ix:, ~ i&" OR GREATER DIAMETER -31&" COYER LATERAL LINES, 12" COYER SLEEVES UNDER ROADS: i&" OR LESS DIAMETER -31&" COYER GREATER Tt-lAN i&" DIAMETER -48" COYER SCt-1. W PVC SLEEVES UNDER PAVING (NON-ROADS) LESS Tt-lAN 3" DIAMETER • 18" COYER 311 -S\12" DIAMETER· 24" COYER i&" OR GREATER DIAMETER • 31&" COYER SCI-I. 41Z> PVC NOTE: ALL EXISTING IRRIGATION DESIGNATED TO REMAIN ON SITE St-lALL 6E PROTECTED IN PLACE. ANY EXISTING IRRIGATION DAMAGED DURING Tl-IE COURSE OF Tt-lE PROJECT St-lALL SE REPLACED IN KIND TO Tt-lE SATISFACTION OF Tt-lE CITY AND FER LAND&CAFE MANUAL REQUIREMENTS. WATER EFFICIENT ORD!f::/A.J:1C£ CERTIFICATION S[AT[MfNT HI AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN TH[ CITY or CARLSBAD'S LANDSCAPE MANUAL AND WAT£R EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULAT!ONS AND THE LANDSCAPE MANUAL AND AGRff TO COMPl Y WITH ALL REQUIR[M[NTS WHEN SUBMJmNG CONSTRUCTION DOCUMENTS. f CERrtFY THAT THE PLAN IMPLEMENTS friOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER" 11-12)!;-21 DATE I -i..:l'--1 V.." ' ' _. \. IA11! ~A i \! " I\ i \ " w I_ \ '/ " \I ~ )>I, Z1 0, I o\ ;o < iTI 0 \ \ \ I I a j~ I 10' ,> I I 20' WATER FOC: &IZE: 1.5" STATION: liz>+44.3i& STATIC PRESSURE: 88 PSI MIN. PRESSURE: i&IZ> PSI MAX. DEMAND: 12 GPM 3-4202 Sepulveda Avenue Capistrano Beach, CA 92624 pho 9.49.2.48.540.4 fax 9-49.240.9790 IHIS ORA\\'1116 AS AN INSTRUMIIIT Of 5UVIC£S IS THE PROPERTY Of THE lMU.IS(APf ARCttflECT ANO MAY 1101 BE Rtl'RODU{ED Ill AN'/ fORM wmmur THE lANDSCAPf ARrntTECT'S WRITTEN PERMISSION AIIO UNlm TH£ REPRODUCTION W.RIES THE LA!IDS{Aff ARCHIIICT'S MAME. All Dl:SlGN AND OUIER lllFORMi\TlON SIIOWN Oil THE flRIIWJNG ARE FOR lHE SOLE Ult Of THE S!'H!FlfD PROJ!IT mm AIID SHAll NOT BI OTHERW!Sf USED WITHOUT nu Ul'RESS PRIOR WRITIEN PERM!SSIOII Of THt LAIIWAP[ AACHlTECL WilTTlll lllMENSION ~All IIAVt PRE(EDENff OVER 'iCAlElJ DIMEMSION COITTRACTORISl St!Alt Vl:Rlll AIID RE RfSfONSIBL!: FOR All OIMEIISIOIIS ANO CONDlrn:lm ON IBE JOO. TIil: lANOS(Af'E Al!CIDIECT ~TOBE !llfORMED Of ANY YAR!ATIOIIS FROM THE IJIMEMSIOn AIIO COIIDITIOMS SHOWII ON nu DRAWINGS. EXlSTI~G co11vmoo AND lO(AIIONS OF UTILf!lES f!AVE NOT BEEN l'ERIFIHJ INDEPfNOEtmY. IT SHAll BE THE RESPONSIBllIT'I OF Ill[ CONTRAC10R!SI BEfORE !EGltlNIKG WORK TO DETW,IINE THE 0:,1(1 LOCATION OF All U~EMENTSAND EXlSTING IJTIUTlES. li!E CONTIACTOR(Sl SHALL BE RESPONSlBl.£ FO% SECU~!NG AU. PUMITS AND ENGINml~G REQIUREO WHICH IS NOl lNClUDED IN li!ESE DRAWINGS. CM~ STRUCTURAL, MECl!ANICAL ENGINHR!NG, GRADING A~O OR.lt.lNAGE BY OTHERS. SHOP DRAWINGS MUST BE SU&MITTED 10 THE LANOSCm ARrHltm fOR REVIEW mou PROCEEDING WITH FABRICATION. THERESA (!ARK UIIDSWE ARCHITECT APPRO VEO FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS 8 U I LT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD fsHEusl l----i----+----------------+----f-----t------t-------1 ~ PLANNING DIVISION ~ ~L=A:;N:;:D:;:SC:;:A'...;P:;E;::::;IM::;:P:;R:;,O:;VE~M:;:E:;N:;:T::;P:;:L:::;AN:;:;:S:::::;:FO:;,R;::==:::::....:::==::; Crowley Residence 4367 Highland Drive Carlsbad, CA 92008 1----t---t---------------t------t----r----i----i I APPROVED~ i q;;; _PLANNING REVISION DESCRIPTION DRAWING NO. 537-2L 11 .,2~0 T II 1J,· u--AUT□MATIC CONTROLLER ~-i• UL APPROVED ELECTRICAL CONDUIT, RING NUT S. JUNCTION BOX FDR 120V AC ELECTRICAL PD\./ER --+---PVC SCH. 40 CONTROL \./IRE CONDUIT !FINISH GRADE illll-illll-111111 11111 lilll 11111 11111 11111 11111 11111~11"--"IIII 11111 1111~11111 11111 ~-PVC S\./EEP ELL <DEPTH AS REQUIRED) -CONTROL \./IRES TO ELEC. VALVES CONTROLLER FINISHED GRADE IN TURF AREAS ~---PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER. USE STAINLESS BOLT, NUT, ANO WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BV" ONTO LID. ¢, FLOW 2· ~-BALL VALVE, SEE LEGEND FOR SPECIFICATION p -11 1 i I l1 I I Ill= ~--FINISHED GRADE IN SHRUB AREAS PRESSURE SUPPLY LINE DEPTH AS PER SPECS. ,11 .. 0.:7 '----SCH 80 PVC COUPLING .V• '.d0 ~ AND T.O.E. NIPPLES BRICK SUPPORTS ~2;l~:...,Q!.:::::..:c5i::b==t.:...•"-r-'"°"f'-'-f.:.....,-"-""-""'-'-' 4 REQ PER BOX L--------SCH 80 PVC UNION L---------SCH 80 PVC NIPPLES L----------LANDSCAPE FABRly, WRAP UP AND OVER BO,-HOLES c__ __________ 3/4" ROCK, 3 CUBIC FT. SECTION YIEW NJ.s. c::JjtJ:EfsFf;~lEl~G[_t_J_I-:_-_-_-_-_-_-_-_-_-PRESSURE SUPPLY LINE •-VALVE BOX L-.:.~.;;:;;;;;;;;1-------BALL VALVE NOTE: PLAN VIEW -N T S. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE. INSTALL VALVE OFF-CENTER IN BOX. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAIN LINE DEPTH. LEGEND , -~ -(.I=_=_= ___ =_=_ l~==r--0 1-F __ .=_B:.....:.A.::::.:LL ___ V_A_L_V_E _________ ---i I I 1....,--i 2 J NOTES· 1. PVC LATERAL LINE FROM DRIP ZONE KIT. 2. PVC SUPPLY MANIFOLD. 3. PVC TEE OR ELL 4. POLY TUBING AT SUPPLY AND FLUSH END OF EACH ISLAND. 5. AIR/VACUUM RELIEF VALVE PLUMBED TO TUBING AT HIGH POINT. 6. DRIPLINE LATERAL 7. AUTOMATIC FLUSH VALVE PLUMBED TO TUBING AT LOW POINT. 8. PLANTER PERIMETER. NOTE: I I I I I I I I I c'n---!8,--~:;,-,i'l,__<&--o'J I L____ _ ___ '.J 5 , -----7 I I I ,r.-,. I I I I I I I I t'nr~--o'.l,...,;;n-,/'l>--<l"'n--,o I L __________ '.J 7 1----1@) £1.&l NOT TO SCALE THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE SHALL NOT EXCEED THE MAXIMUM RUN LENGTH. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFlCATIONS IN-LINE DRIP SECTION/ELEVATION NOT TO SCALE LEGEND 1. FINISHED GRADE 2. V/>J..VE BOX & COVER 3. TORO FxF REMOTE CONTROL V/>J..VE WITHOUT FLOW CONTROL AND WITH WIRED SOLENOID 4. CONTROL WIRES WITH 12" MIN. SERVICE COIL AND WATERPROOF WIRE SPUCE CONNECTORS 5. PVC MALE ADAPTER (TYP.) 6. PVC LATERAL LINE SEE SPECS. FOR DEPTH 7. PVC MAIN LINE LENGTH PS REQUIRED 8. PVC ELBOW 9. CONTINUOUS BRICK SUPPORTS 10. GRAVEL (1 CU. FT.) 11. PVC TEE OR ELBOW (TYP.) 12. PVC MAIN UNE {TYP.) SEE SPECS. FOR DEPTH 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. K CONTROL VALVE WYE STRAINER (OPTIONAL) -~ COPPER PIPE FROM P.O.C. NOTE: t 30" Max 12" Min SECURITY ENCLOSURE COPPER PIPE (TYP) FINISH GRADE 1. INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. G BACKFLOW PREVENTER FLOW SENSOR-~ ID TAG----.... PVC MAIN 5 PIPE DIA. DOWNSTREAM MIN.---' NOTES: RECTANGULAR PLASTIC VALVE BOX WITH LOCKING COVER. COVER SHALL BE BRANDED TO IDENTIFY SENSOR ~--FINISH GRADE u.,:.__ WIRES PER MAUFACTURER'S SPECIFICATIONS ~--PVC PIPE SCH. 40, CL. 315, OR SCH. 80 1 • CLASS 200 CONDUIT TO CONTROLLER PULL BOXES EVERY 200 FT. REDUCER BUSHING L-----10 SENSOR SIZE PIPE DIA. UPSTREAM MIN. '---------3 CU. FT. OF GRAVEL -ATTACH PURPLE RECLAIM WATER IDENTIFICATION TAGS AS DIRECTED ON RECLAIMED SYSTEMS. -ATTACH POTABLE BLUE WATER IDENTIFICATION TAGS AS DIRECTED ON POTABLE SYSTEMS. -ATTACH GREEN POTABLE WATER USED FOR IRRIGATION IDENTIFICATION TAGS AS DIRECTED ON POTABLE IRRIGATION SYSTEMS. H FLOW SENSOR ~~m.=;::============~~~-----(1 NOTES: 9 •.,.--3':::,..:i:-\\---..,-.-.,------( 2 11--~-----13 .,,,....---@ .......,,-......1--,,n-t,.._~\'--'...:.:.,~--'-" i---< 5 ELEVATION/SECTION MIN. FLOW RATE 2.0 GPM MAX. FLOW RATE -20.0 GPM 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. D DRIP VALVE FINISHED GRADE BRASS MAINLINE WITH PRESSURE REGULATION GRAVEL (1 CU. FT.) LEGEND: CD FINISH GRADE. (V CONTROL WIRES WITH 36" SERVICE COIL AND WATER PROOF WIRE CONNECTIONS, DBY OR EQUAL @ RECTANGULAR PLASTIC VALVE BOX. © HEAT BRAND STATION NUMBER ON LID IN 2" HIGH CHARACTERS. PVC MAINLINE PER SPECIFICATIONS @ (LENGTH AS REQUIRED). @ SCH 40 PVC ELL (SxS). (J) NATIVE SOIL PER SPECIFICATIONS. @ CONTROL WIRES TO CONTROLLER. @ PVC MAINLINE FITTING. @ TORO TPVF100 INLINE VALVE (•). {D) TORO 150 MESH Y-FILTER (*). TORO 25 PSI LOW FLOW PRESSURE @ REGULATOR (*). @ SCH 40 PVC MALE ADAPTER. (G) SCH 40 PVC BALL VALVE (*). @ SCH 80 PVC CLOSE NIPPLE (*). @ PEA GRAVEL SUMP, MINIMUM 6" DEEP. BRICK SUPPORTS ( 4 COMMON BRICKS @ REQUIRED). LATERAL LINE TO DRIP SYSTEM. (*) PARTS IN DRIP ZONE KIT. ---VALVE BOX & COVER CONTROL TUBING WITH 12" MIN. SERVICE COIL AND WATERPROOF WIRE SPLICE CONNECTORS ii---VALVE BOX EXTENSION CONTINUOUS BRICK SUPPORT PVC MAIN LINE SEE SPECS. FOR DEPTH '---TORO GLOBE REMOTE CONTROL VALVE WITH PRESSURE REGULATION NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. E MASTER VALVE SECTION/ELEVATION NOTES: 1. SEE PLANS, LEGEND AND SPECIFICATIONS FOR ADDTIONAL INSTALLATION NOTES. 2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. DO NOT SCALE DRAWING. 4. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 5. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. LEGEND: CD FINISH GRADE Cg) VALVE BOX & COVER @ TORO FxF REMOTE CONTROL VALVE WITH FLOW CONTROL AND WITH WIRED SOLENOID MODEL NO. EZF-06-04 SEE LEGEND. @ CONTROL WIRES WITH 12" MIN. SERVICE COIL AND WATERPROOF WIRE SPLICE CONNECTORS @ PVC MALE ADAPTER (lYP.) @ PVC LATERAL LINE SEE SPECS. FOR DEPTH (J) PVC MAIN LINE LENGTH AS REQUIRED @ PVC ELBOW @ CONTINUOUS BRICK SUPPORTS @ GRAVEL (1 CU. FT.) @ PVC TEE OR ELBOW (lYP.) @ PVC MAIN LINE (lYP.) SEE SPECS. FOR DEPTH A CONTROL VALVE B C 1 2 . . .. .... : .. >··r . .-·· .. ~ . : .. ... . .. ' 5 6 DRIP BUBBLER POP-UP SPRAY CD DRIP BUBBLER 0 PVC SCH 80 NIPPLE h'I (LENGTH AS REQUIRED) \:::.J TOP OF MULCH 0 FINISH GRADE ® PVC SCH 40 TEE OR ELL ® PVC LATERAL PIPE FINISH GRADE/TOP OF MULCH POP-UP SPRAY SPRINKLER: PVC SCH BO NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 ELL PVC SCH 40 STREET ELL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 STREET ELL PVC LATERAL PIPE PVC SCH 40 TEE OR ELL S l' 34202 Sepulveda Avenue Capistrano Beach, CA 92624 pho 949.248.5.404 fox 9.49.240.9790 IBIS OltAWING AS AN tNSTRUMEN'T OF SERVICES lS THE PROPERTY Of rnE IANDSCAl'f AR(l!ITTCT AND MAY IIOT 8£ RH'800ll(f0 lN Alff FORM wmmur TIIE lAIIDSCAPE ARCHITEH'S WRITTEN PERMISSIO~ UD UNLESS THE REf'RO!lllatON CAIIRIES TiiE LANDSCAl'I AROUTI'CT'S NAME. AU OES!GN AllO OTHER JMFORMAT!ON SHOW!t Oil THE DRAWlll6 ARE FOR THf SOU: USE Of THE mrmrn PROJEU ONLY AND Sf!AlL !IDT BE OTHERWISE llSEO W!THOIIT THE fXFRESS MIIOR VIRITIEN PERMISSIOfl OF Tl!E lA!iDSCA!'E ARCHITECT. WRllTIK OIMHSWN SIIALl HAVE PRECEDENCE OVER SCAlED ll!MENSION. COtilMCTlJR!Sl Sl!All \'!:RIP/ AKO BE mPOMSrnLE FOR /d.l DIMENSIONS ~ND CON~ ON IBE JOB. TllE I.ANDSCAPE ARO!lilCT IS TO BE llifORW:D Of ANY VARIATIONS FROM IBE DIM.ENSIONS 11110 CONnmoNs )!!OWN ON THE ORAWINGS. EX1STING (ONllmONS ANO LOCATIONS Of UTILITIES HAVE NOT am YERIFlfDIKOEl'ENDEllTlV. IT SHAil BETHE RBPONSIBIUTYOf TIIE (Olffl!M'IOR!S) 8Ef!IBE BElilnlttG WORK TO DETERMINE THE mcr lOUTIOM OF All EASEMENTSAIID OOSTIKG UTI!ITIES. 'll!E CONTRACTOR/SJ SHALL BE mPONSIBLE FOR SfCIIRl!IG ALL PERM.ITS AND ENG!NEER1Nll REQUIRED WHIC!1 IS NOTIHCUIDED 1rnEY lllAWINGS. (IVI~ STRUCmRAL, MfCHAill(Al ENGIIIHRJNG, GRADING AND DRAIUGE SY oTHm. SHOP DRAWINGS M!IST HE SUBMITTED TO THE lAHl)S{APE ARCKIIECT FOR R&'lEW aEfD!lf P«Oa:EDING WITH FABRICATION. Tl!ER ESA ct.ARK LANDSCAPE ARCHITECT APPROVED FOR !RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE ___ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE fsHml CITY OF CARLSBAD 1---1----J...----------------t---l'---+--+--; L..!2_j PLANNING DIVISION l----l---1----------------t----t--+----J----i LANDSCAPE IMPROVEMENT PLANS FOR: ~ ~ WATFR [[flCifN[ ORQiNANCF CERTIFICA[/ON SfATfMDJT "/ AM FAMI/JAR WITH THE REOU/REM£NT$ FOR L4NOSCAPE AND /RRIGAr/ON PLANS CONrA/NED !N IHE CITY OF CARLSBAD'S /ANOSCfiE'£ MANUAL AND WATER EFFICIENT !MDSCAP£ R£GULATIONS, ! HA~[ ?RCPARED T/-l!S PLAN IN COUPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGRff TO COMP/ Y WITH All. REQU/Ra/ENTS WH£N SVBMITTING CONS_TRUCT/ON DOCUMENTS. I C[R7/FY Tf!AT Tl-!£ PLAN /MPLEM£NTS THOSE REGUU.T/ONS TO PROVIDE ffFICIENT US[ OF WATER" '?b,,/ Jt,: S:-..iob 11-05-21 SIGNATURE / DATE REVISION DESCRIPTION Crowley Residence 4367 Highland Drive Carlsbad, CA 92008 j I t- 1Zd" WATER CONSERVATION FEATURES 1. USE OF HIGH EFFICIENCY, LOW VOLUME IRRIGATION EQUIPMENT 2. USE OF DRIP IRRIGATION WHERE APPROPRIATE 3. USE OF 'SMART' CONTROLLER 4. USE OF RAIN SENSOR FOR AUTOMATIC SHUT-OFF OF IRRIGATION SYSTEM 5. EFFICIENT IRRIGATION SCHEDULING TO PROVIDE DEEP WATERING 6. ADJUSTMENT OF IRRIGATION SCHEDULE TO WATER IN MORNING & EVENING HOURS 7. ADJUSTMENT OF IRRIGATION SYSTEM TO AVOID RUN-OFF, LOW HEAD DRAINAGE & OVERSPRAY 8. REGULAR MAINTENANCE OF IRRIGATION SYSTEMS HYDROZONE DIAGRAM SCALE: 1 " = 20' i WELO WORKSHEETS LANDSCAPE MANUAL APPENDIXE P-25(C) Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carfsbadca.gov Water Efficient Landscape Worksheet This worksheet is filled out by the project applicant and it is a requirad element of the Landscape Documentation Package. HYDROZONE INFORMATION TABLE Please complete the hydrozone table(s) for each hydrozone. Use as many tables as necessary to provide the square footage of landscape area per hydrozone. Controller Hydrozone* Zone # or Valve A MW H 1 MW -? -3 -4 -5 MW SLA Total *Hydrozone VLW -Very Low Water Use Plants LW ~ Low Water Use Plants MW -Moderate Water Use Plants HW -High Water Use Plants irrigation Plant Method= Type/Facto,...• SPRAY DRIP DRIP p, .. ., SPRAY SPRAY *l<frrigation Method MS = Micro-spray S = Spray R = Rotor B= Bubbler D= Drip a= Other j r (PFl 0.5 O.o 0.3 nR u.6 o.~ " " Hydrozone %ofTotal Area (Sq. Ft.) Landscaped Area /HO ,~,~ ,~ ''~'" •m 880 • 70j ,. ' • ·- 1? , I I 100% *"*Plant Factor from WUCOLS Ill or list as waterfeature as appropriate ! I 0 ts : ! I i~ I ~~ . ~; I 0 I t [ 0 r ~,1--i " I -' ' ! I l I ~, ! 0 I ,:, ' I '" ' I I , " I '" s 0 0 ' 0 I i I I ,~ I ' C :, I 0 I - le l [ I I I I + + + + + ~ + + + + + + + + + + + + + + + + + + + + ~ + + + + + + + + + + + + + + + + + + + + NOTE: HZ-1: HZ-2: HZ-3: HZ-4: HZ-5: APPl!NDIX F1 Wl!!LO WORKSHEETS Maximum Applied Water Allowance A landscape project subject to the Water Efficient Landscape Ordinance shall include the MA WA for the plans, including the calculations used to determine the MAWA. A landscape project shall not exceed the MA WA. The MA WA for a landscape project shall be determined by the following equation: Residential: MAWA • {ll!To)(0,6211(0,55 x LA) + (0,45 x SLA)l Non-Residential: MAWA = (ll!To){0,62)1(0.45 x LA) + (0,55 x SLA)] The abbreviati.ons used in the equatwn have the fallowing meanings: MA.WA l!To 0.62 0,8Gor0.4S LA 0.45 or 0.55 Maximum Applied Water Allowance in gallons per year. Evapotranspiration in inches per year. Conversion factor to gallons per square foot. ET adjustment factor (ETAF) for plant factors and irrigation efficiency. Landscaped area includes special landscaped area in square feet. The additional ET adjustment factor for a special landscaped area (1.0 -0.55 = 0.45 ot 1.0 -0.45 = 0.55) SLA Special landscaped area in square feet. Show Calculation: (44.0)(0.62) ~0.55 x 12,511) + (0.45 x 203TI = ( 44.0)(0.62)(6881.05 + 91.35) = (44,0)(0.62)(6972.4)= 190,207 GALLONS Maximum Applied Water Allowance = ___ ..:_1 ::.9::.0,.,2'"0"-7'-------gallons per year City of Carlsbad Landscape Manual MODERATE WATER USE SPRAY IRRIGATION (706 SQ. FT.) MODERATE WATER USE DRIP IRRIGATION (3494 SQ. FT.) LOW WATER USE DRIP IRRIGATION (6525 SQ. FT.) POOLS/WATER (880 SQ. FT.) FEATURES ZOYSIA LAWN SPRAY IRRIGATION (703 SQ. FT.) SLA: E DIBLE GARDEN SPRAY IRRIGATION (203 SQ. FT.) A-PPl!NDIX P: Wl!LO WDIIKSHl!l!TS Hydrozone Table for Calculating ll!TWU Please complete the hydrozone table(s). Use as many tables as. necessary. CITY OF CARLSBAD ESTIMATED TOTAL WATER USE ETWU Hydrozone Number (1 -5 with SLA Zone Below -use as many tables as necessa · to com lete all h drozones Process Step 1 No. elow Evapotranspiration Rate 1 To* Conversion Factor 2 (Step 1 x Step 2) 3 Plant Factor (PF)** (Front WUCOLS) (VLW -!N) 4 0.5 0.1 -0.8 5 706 (Step 4 x Step 5) 6 353 Irrigation Efficiency (IE)**"' 7 0,72 (Step 6 + Step 7) 8 490 (Total All Step 8 + Total 9 SLA s . ft. io. Ste 5 (Step 3 x Step 9) Estimated Total Water Use in gallons 10 per year (EN'U) -'f oral shall not exceed ~L\ WA ETo* West of 1-5 = 40.0 Eut of 1-5 and West of El Camino Real= 44.0 East of Bl Camino Real= 47.0 ApplicaDt may provide a different ETo if supported by documentation subfect to approval hy the City PlanlJing Division """Plant Factor & Water Use 0.1 = VLW~ VeiyLow Water Use Plants O . .J = L W -Low Water lfsc Plants 0.5 = MW -Moderate Water Use Plants 0.8 :: HW -High Water Use Pla11ts WA[fR F[F,'C/[NT QRD/'IANCE ½{R1ff.[(:Af(Qlt._$J'd]J .. MW. "I AM FAM/LJAR If/TH TH£ REQU/FIEMENTS FOR I.ANDSOPr ANO IRR/GA170N PLANS C0!ffA/N[D IN THE CfTY OF CAl?f.SBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT IANDSCAPE FiEGUlATIONS. ! HAVE PREPARED Tl-!!S PLAN IN COMPUANC( WITH THOSE REGULA7/0NS AND TH[ 1.AIIDSCAPE MANUAL AND AGRE[ 70 COMPLY WITH ALL REQUIREJ![Nrs Wh'fN SUBMITTING C0NSffiUCT/0N DOCUMENTS. j C(RT/F'I THAT TH[ Pl.AN /MPW.IENTS THOSE Rf:GUIATIONS ro PROVIDE EFFICIENT USE OF WArER" ~bJ_ ~~ l l-05-21 5/GNATURE-r DArE: 2 3 4 5 44 0.62 27.28 0.5 0.3 0.8 0.6 3494 6525 880 703 1747 1958 704 422 0,80 0.80 1,0 0.72 2184 2448 704 586 6615 180,457 -IE Micro-spray== .80 Spray=.72 Rotor= .72 MP Rotator=. 75 Bubble,= .75 Drip=.80 City of Carl9bad Landscape Manual i s T u D I 0 34202 Sepulveda Avenue Capistrano Beach, CA 92624 pho 949.248.5404 fox 949.240.9790 THI) DRAWING AS AN INSTRIIMEMT OF SERVICES IS lllE ~OPERTY Of TH[ lAND5CAPEA!ICH!m:T ANO W.Y KOT BE RENODUCID Ill AlfYfORM WITHOUT TH£ lANDMAPJ: ARCHITEH'S WRmrn rERMISSIOII ANO Ulllm THf REPRODUCTION CARRIB THE lANDSCAPt AR{fflTECT'S NAME. ALL DESIGN ANO OTHER INFORMATION SHO\'IH ON ntE ORAWlltG .m FOK 1111: SOU: US! OF !HE SPECIFIED PlOJm ONlY .um )HAU NOT HE OTHERWISt usrn WITHOUT TIIE EX!'RESS PRIOR WRITTEN f!:RMISSION OF THE LANDSCAPE 4RCH!T£CT. Wl!!TIEN DiMENSION SHALL ftAVE PRmllENCE OVfR SCALED OIMENSIOII, CONTRACTORJ5) SHAU VERIFY AND BE RISPONSHllE FOR ALL lllMENSIOIIS ANIHONDm NSONTHEJOB. lilt lAIIDSCA!'E ARCHITECT IS ID BE INFO~MEO OF UY V~!IATIONS FROM TH£ DIMENSIONS ANO CONDITIONS SllOWH OIi THE DRAWINGS E~ISTING CONDITIONS Aljl! lOCATKJNS Of UTIL\TifS HAVE ~OT BE!:N 'l'UIAEO INDE1'£KOEN[[ ITSHAll BEfflE RESPONSIBILITY Of THE CO!llnUORaufFORE BEGINNING WOIIK TO DfTER/illtlETHE EXAU lOCATION Of All /.IDJTS ANO EXISTING UTILITIES. THE CONTRACTOR~SJ SHALL IE RfS!'ONSlRlE FOR 5ECURIN6 AU PERMITS ANO ENGl~i:ERI lfOOIRED WlilOI IS NOT IN{WDED !li"ltltSE ll!!AWINGS. Cfi'I~ STRUCIUW., MECHAIIICAL EIIGIMEUING, mDIIIG AIID DRAIIIASE BY OTHERS. SHOr ORRWINES MUST BE SUBMITTED ro 1llE lANDSCAPE l!RCHITECT fOR KE\llfW BEfORE PROCEEDING WJTH FABRICATION. THl'R!SA illRK LA.MDSCAPE ARCHlll:CT APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE EXP. DATE REVIEWED BY: ALL IRRI GATION WATER ON THE PROJECT WILL BE POTABLE WATER INSPECTOR DATE ~ CITY OF CARLSBAD ~ PLANNING DIVISION 9 8 LANDSCAPE IMPROVEMENT PLANS FOR: Crowley Residence ~A°,% 4367 Highland Drive q)""."~ e -~~ ~i~ Carlsbad, CA 92008 ~ rli:i (-l ~ ~ I APPROVED~~ 11L'5olz.1 I -.I (;/J ~.4.-2-- I fs l .-z_,l.-t.Ji;: -'l;:,¼ I ~ .,,,...,o ... A . iJl / i ,_..-1,_,4 .,,--Z,-; ~-Ii PLANNING OWN BY: l~i1i{~-~~g-I DRAWING NO. 7?/h'' D~e _,.,...-..,..~/ l2 OF Ci"\..~.7 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: 537-2L REVISION DESCRIPTION DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: ' Expiration Dote: 2.28.2023 SECTION 4: LANDSCAPE CONSTRUCTION DOCUMENTS 6. SPECIFIC IRRIGATION REQUIREMENTS • Point of Connection -Water service (point of connection) installation for landscape shall be in place as required to coincide with planting timing. • Backflow Devices -City approved backflow preventers to protect the potable water supply shall be installed per City standards and shall comply with all applicable health and safety codes and details as required by the City "Ctility and Maintenance Department. -Backflow preventers arc not required on recycled water services except where an injector or other potenrial hazard is specified. Irrigation systems that are conditioned for recycled water but will use potable water pending rccy~lcd water availability will require backflow ~ssemblies. -Backflow preventers shall be tested by a certified tester and results must be given to the ov.rner and the \x:7 ater District. • Pipe between the meter and backflow preventer shall be copper. 111 Master Control Valve .. Master shut-off valves are required on all projects except landscapes that make use of technology that allows for rhc individual control of sprinklers that are individually pressurized in a system equipped '-'11th low pressure shut down features. Master control valves shall be of the normally closed type and shall be activated by the automatic controller. -The master control valve shall be located just downstream of the point of connection. • Flow Sensors -Flow sensors that detect high flow conditions created by system damage or malfunction are required for all non-residential landscapes and residential landscapes of 5,000 square feet or larger. • Design Pressure 'J(/here static water pressure exceeds 60 psi at the control valve, "pressure regulating type" remote control valves shall be provided within each circuit. -Pressure regulating device shall be used where the static pressure at the point of connection exceeds 80 psi Pressure differential within the lateral piping circuits shall not exceed 20% of the designed operating pressure, Pressure regulators shall be installed between a meter and a backflow device. The requirement for pressure regulators and pressure regulating valves may be waived if it can be shown through the pressure calculations that the system will operate more efficiently without them. -'Water velocities within any segment of pipe within the system shaJl not exceed five (5) feet per second. 30 City of Carlsbad Landscape Manual SECTION 4: LANDSCAPE CONSTRUCTION DOCUMENTS ii Piping -All pipe must be below grade except for risers and distribution tubing for drip irribration systems. -On-grade pipe is not allowed unless it is demonstrated to the satisfaction of the City that the rocky condition of the slope would prevent trenching. In cases where on-grade pipe is allowed it shall be the galvanized type or UVR resistant PVC approved by the City. -PVC pressure mains shall be class .315 (2 inch or larger) or schedule 40 (1 ½ inch or smaller). Ivf.ainlines shall be located outside of d1.:;. street right-of-way unless oth.et\vise approved by the City. -PVC lateral lines shall be class 200 except that 1/i' shall be schedule 40. -J\linimum pipe coverage shall be as follows: ✓ Pressure lines less than 3" diameter -18" cover ✓ Pressure lines 3" to 5 ½" diameter -24" cover ✓ Pressure lines 6" or greater in cii.:1,meter -36" cover ✓ Lateral lines of all sizes -12" cover Recycled irrigation systems shall provide for two (2) layers of warning tape running continuous along the route of the mainline. One shall be located immediately on top of the mainline pipe and one shall be located 12 inches above the top of the mainline, 111 Sleeving -Crossing of roads with irrigation pipe or wiring shall be avoided wherever possible. Sleeves shall be installed if a crossing must be made. -Sleeves for irrigation lines under roads shall be schedule 80 PVC and sleeves tt11der paving (non-roads) shall be schedule 40 PVC, ,vith a minimum size of rwo (2) times the size of the line it serves. -:Minimum coverage for sleeves shall be as follows: ✓ Sleeves under roads that are 6" or less in diameter -36" cover ✓ Sleeves under roads that are greater than 6" in diameter-48'' cover ✓ Sleeves un<ler paving (non-roac.ls) that are less than 3" in diameter -18" cover ✓ Sleeves under paving (non-roads) that are 3" -5-1 /2" in diameter -24" cover ✓ Sleeves 1.mder paving (non-roads) that are 6" or greater in diameter -36" cover -Controller wires located under streets or other permanent improvements shall be installed in separate PVC sleeves corresponding to the type and depth as specified above. -The locations of irrigation sleeves shall be placed on the irrigation plans and on the improvement plans (if applicable) for reference. • Thrust Blocks -Thrust blocks consisting of a minimum of one (1) cubic foot of concrete (200) psi) shall be installed around main lines 3" and above at elbows and at points of change in direction. • Controller -.All irrigation systems shall be operated by an automatic controller(s) utilizing non~volatile memory. -All irrigation systems shall be equipped with an automatic controller capable of dual or multiple programming. -Controllers must have multiple cycle: start capacity and a flexible calendar program. City of Carlsbad Landscape Manual SECTION 4: LANDSCAPE CONSTRUCTION DOCUMENTS -Irrigation controllers shall be equipped with rain shut-off devices (weather based system or soil moisture detection system). ii Shut~offlZone Control Valves -The irrigation system shall provide for the installation of a manual shutoff valve as close as possible to the water supply. Additional manual shutoff valves shall be installed between each zone of the irrigation system and the water supply. • Quick Coupling Valves • -Quick coupling valves shall be installed at a maximum of every 150 feet along the mainline and as needed to adequately service the area. ✓ Quick couplers for recycled water shall include reverse ACME type threads. ✓ Quick couplers for potable ,vater shall be the lug type. Sprinkler Heads -Sprinkler heads shall have matched precipitation rates v;rithin each control valve circuit and head types shall not be mixed within the circuit. -Sprinkler head spacing in turfgrass areas and where stream sprays, rotort, or impacts are used shall be equal to 50% of the diameter spray. -Pop up heads shall be used wjthin 10 feet of any pe.destrian use. -Only pop-up heads or drip systems shall be used in the public right-of-way. -Risers over 12 inches in height must be staked (staking shall be with galvanized pipe and clamps (2) or as approved by the City). -All irrigation emission devices must meet the requirements set in the American National Standards Institute (ANSI) standard, American Society of Agricultural and Biological Engineers' /International Code Council's (ASABE/ICC 802-2014 "Landscape Irrigation Sprinl<ler and Emitter Standard"). All sprinkler heads installed in the landscape must document a distribution uniformity low quarter of 0.65 or higher using the protocol defined in J\SJ\BE/ICC 802-2014. -Swing joints or other riser rotation components are required on all risers subject to damage that are adjacent to hardscapes or in high traffic areas of turfgrass. • Check Valves -Check valves shall be used to prevent low head drainage. -Serviceable check valves located in valve boxes or on risers (above grade) are required ,vhcre elevation differential may cause low head drainage. • Deep Watering Device -All trees in turfgrass areas shall be irrigated with a "deep watering device" (drip or bubbler application inside a drain pipe). 32 City of Carlsbad Landscape Manual IRRIGATION SPECIFICATIONS INSTALL ALL MATERIALS TO COMPLY WIT!-1 LOCAL CODES ANO ~INANCES. VERIFY Fl'i$:55UF<E 51-!0UN FrelO!-! TO eEGINNING OF CONSTF<UCTION. VEBlflCATION, ALL SCALED DIMENSION& A~ AFFl'ilOXIMATE. 6EF~ ~EDING WIT!-1 ANY WOl'<K, Tl-IE CONTflcACTO!-! 51-!ALL CAREFULLY C!-IECK AND VERIFY ALL DIMENSIONS. LOCATIONS OF VALVES ANO VACUUM eREAKEree 51-!ALL eE AS INDICATED ON Tl-IE DFi:AWINGe. ANY DEVIATION FROt1 Tl-IE FLAN MUST I-IAVE Tl-IE AFFl'ilOYAL OF Tl-IE LANDSCAPE A~ITECT. LOCATION OF ALL eACKFLOW AND CONfflOLLEree 51-!ALL eE AFFl'ilOVED SY Tl-IE LANOSCAFE A~ITECT. PEBMIT ANO FEES, Tl-IE CONTAACTO!-! e!-IALL AFFLY ANO FAY FO!-! ALL NECESSA~ FEES AND FEFa"'IITS f<EQUIRED IN Tl-IE FURSUIT OF I-IIS WOf,lK AS REQUIRED SY GOVEfli!NING CODES. EXGAYAJIQNS, DEFT!-15 OF MINIMUM COVER UNLESS OTI-IERWISE SFECIFIED eELOW FINIS!-1 GAADE. I. MAIN LINE FRESSUF<E PLASTIC • le" MINIMUM COVEf,!, 24" UNDER FAYING, SANO 6ACl<FILL. 2. QUICK COUPLER LINES• 1-1/2" AND SMALLER MAIN LINE 18" 3. LATEAAJ.. SFFelNKLER LINES· 12" * SANO 6ACl<FILL UNDER FAYING. 4. CONTROL WIRING -18". Tl-IE IF<Fl!IC:..ATION CONTAACTO!-! 51-!ALL NOT WILLFULLY INST ALL eFRINKLER SYSTEMS AS INDICATED ON Tl-IE DFi:AWINGe WI-IEN IT 15 06YIOU5 IN Tl-IE FIELD TI-IAT TI-IEF<E AF<E UNl<:NOUN oe5TF<UCTION5, C:..AADE DIFFE!ltENCES AND/0!-! DISCF<EFANCIES IN AREA DIMENSIONS, UNTIL euc1-1 CONDITIONS AF<E 6ROU<:i,1-!T TO Tl-IE ATTENTION OF Tl-IE LANOSCAFE ARCI-IITECT. INSTALL ALL EQUIPMENT ANO MATERIALS AS e!-IOU,N IN DETAILS ANO SFECIFICATIONS. ALL FIFING UNDER FAYED AF<EAS e!-IALL eE INSTALLED FrelO!-! TO FAYING, Ll5e FYC CLASS 31& FO!-! 2" AND LARGER AND FYC SC!-IEDULE 40 FOR 1-112" AND SMALLER PROVIDE SANO 6ACKFILL OVER FIFING CR0551NG ANY ROADWAY Of,! AC FAYING. ALL FIFINC:s eETWEEN WATER METER AND 6ACl<FLOW F1'iU:VENTER 51-!ALL eE FER LOCAL CODE. VALVE eoxee 51-!ALL eE AMETEK "112)-131-12'12'1 WIT!-1 AMETEK "flt)-131-IZ),2')1 COVER MAFl!KED "IF<Fl!la.ATION CONTROL VALVE." INST ALL CONTROLLER AS CALLED FOR ON Tl-IE DF<AUJINGS. OUNER 51-!ALL PROVIDE 1112' VOLT SERVICE TO CONTROLLER. IF<Fl!la.ATION CONTflcACTO!-! 51-!ALL MAKE FINAL I-IOOK-UF TO CONTROLLER INST ALL 24 VOLT CONTROL WIRING ON "14 LIF DIRECT euRIAL IF<Fl!IC:..ATION WIF<E. USE eLACK FOR PILOT, uee WI-IITI: FOR COMMON WIF<E. USE EPOXY TAPE CONNECTORS FOR &Fl.ICING! OF WIF<ES. eu~ WIF<ES IN SAME TF<ENCI-I AS MAIN LINE WIT!-1 SIX I" DIA. x 30" LINEAR EXPANSION COILS EVERY 100' AND AT VALVES. INSTALL WIRES IN FYC SLEEVE UNDER FAYING. CONTAACTO!-! e!-IALL &ueMIT "AS·etJIL T" DAAWING& TO OUNER LOCATE VALVES, QUICK COUFLEree ANO MAIN LINE LOCATION WIT!-! DIMENSIONS FROM Tl-IE Nl:AF<EST FEFa"'IANENT POINT OF F<EFEF<ENCE. CONTAACTO!-! 51-!ALL FUfli!Nle!-1 TI-IF<EE (3) GlUICK COUPLING KEYS EQUIPPED WITI-I I-IOSE eUJIVELS. TESTS, ALL Fl'i$:5SUF<E LINES 51-!ALL eE TESTED FrelOR TO 6ACl<FILL OFEAATIONS. CENTER LOAD PLASTIC FIFE WITI-I SMALL AMOUNT OF 6ACl<FILL TO PREVENT A~INa. AND WI-IIFFING UNDER PRESSURE. (,! lAfsANTl;E, Tl-IE ENTIRE IF<Fl!IC:..ATION SYSTEM 51-!ALL eE GUARANTEED eY Tl-IE CONTAACTO!-! TO C:..IVE COMPLETE ANO &ATlet=ACTOFrr SERVICE AS TO MATERIAL ANO I.UOt-lKMANSI-IIF FOR A PERIOD OF ONE '!'EAR FRO!i Tl-IE DATE OF FINAL ACCEPTANCE OF Tl-IE WOf,lK eY Tl-IE OUNER 51-!0ULD ANY TROU6LE DEVELOP WITI-IIN Tl-IE SPECIFIED CisUARANTEE PERIOD, WI-IICI-I IN Tl-IE OPINION OF Tl-IE OUNER 15 DUE TO INFERIO!-! Of,! FAUL TY MATERIAL AN0/0!-! I.UOt-lKMANSI-IIF, Tl-IE TROU6LE 51-!ALL eE C~CTED, WIT!-IOUT DELAY, 6Y Tl-IE CONTflcACTO!-! TO Tl-IE SATISFACTION OF Tl-IE OUNER ANO AT NO EXPENSE TO Tl-IE OUNER AS FART OF Tl-II& CONTAACT. 34202 Sepu!vedo Avenue Capistrano Beach, CA 92624 pho 949.248.5404 fax 949.240,9790 THIS DRAWING ASAN !NmtlMEKTOF mv1m IS Ttl[ PROPERTY OFTiil: lAMDSWE Al!OIIIICT AIID MAY IWI BE REPRO!llJffO IN IIMY fOU\ WITHOUI THE lAMDSUPE mH!TECT'S WRITTEN PERMISSION AMO UNLESS THE REPRODUCTION CARRIES THE lM'OK4PE ARCHITECT'S MAME. All OESR,N AND OTHtR INfORMATION S~OWN OJI 1JIE DRAWING ARE FOR THE SOU: US!: OF nE SPEC/Fl!:O P~OJHT ONLY AND SHALL NOT BE Oll!tRWISE 05£0 WITHOUT Ttlf EXPRESS PRIOR WRITTEN PERMISSION Of !HE LANDSCAPE ARtftllt{t WRITTEN DIMENSION SHAll !!AVE mcEOEMCE OVER SCAltD DIMENSKlll. CONTRiltTOR(S) SHAil YER!fV AND BE RESPOIISlllE FORALLDlMf.NSIONS ANO (ONDITIDIIS ON THE JOB. THE lAIWSCAl'E ARCHITECT IS TO BE INFORMED OF AmARIATIONS FROM !Hf DIMmlONS AN!J COIIDITIONS SIIOW!I ON Tl!! DRAWINGS. EXISTING CONDmONS ANO lO(ATIONS OF UTILITIES HAVt IIOTBEE!l YfH!R£D INDtPENDINnY. ITSHALlBE TIIE Rl:SPDIISISIUTV Of THE COltTRACTORISl IJEfORE BEGINNING WOJIK 10 DflERMIIIETllt EXACT lO(AT!Olf OF All ~lEMMS AIID EXISTllffi UI!LITtfi. TllE COKTRACTORIS} SHAtl BE RESPONS!Blf RJR SECURING All PERMITS AMO ENGIIIEERING REQ!l!REDWHICH IS MOT INUUOED ltf1HESI DMWIN6S. (IV!~ SIRUCTIJRAl, MECHANICAl E~G\NUi.!lfG, GRADING ANO OUINAGE BY OTHERS. SHOP DRAWrnGs MUST BE SUBMITT!:D TO THE L'INOSCAPE IJCH!TtCT FDR REV!&/ BEFORE PROCEEU!NG WITH FABR1CATIO~. THERES~ ClARKlANDSCAPE ARCHITm APPROVED FOR !RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE fSHrnl CITY OF CARLSBAD ~ l---!----1----------------1----1---+-----l'----I :::~=9=:::.:====PL:::A=N::::N:::IN::::G=D:::l:::Vl:::::Sl::::O:::N===~~==g=~ WATfR ff{IC.'FN[ DRQ/NANC[ C[RTIRCATiOJJ STAJfJAf:Nl "I AM FAf.1/LIAR W,'TH THE REQUIREMENTS FOr:/ !ANDSCAP£ AND IRRIGATION PLANS CONTAINED IN rHE C!rY OF CARLSBAO'S LANDSCAPE MANUAL AND WATER EmcJENT LANDSCAPE REGULATIONS. I HAVt PR[PARCTJ T/-1/5 PtAN IN CO.!APW,NCE WITH rHOS[ REGULAHONS AND TH[ LANDSCAPr MANUAL AND AGREE TO COMPLY wrm AU REQUIREMENT$ WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT TH£ PLAN 1MPL£MENTS THOS[ REGULATIONS TO PROVW[ [FFIC/[1/T :JSE OF" WATER" DATE INITIAL DESIGNER OF WORK ra ion Date· 2 'JA 2923 DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: Crowley Residence 4367 Highland Drive Carlsbad, CA 92008 APPROVED: ~. PLANNING DWN BY: CHKD BY: __ _ RVWD BY: I DRAWING NO. . 537-2L