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HomeMy WebLinkAboutDWG 483-4M; CT 12-01; MILES PACIFIC SUBDIVISION; 01-18GENERAL NOTES 7. PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANrs AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCT/ON SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND !RR/GA TION. THE: SCHEDULE SHALL SHOW TIMING OF CONSTRUCT/ON OF FREESTANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTE:R ROUGH GRADING AS E:ACH LOCATION IS ACHIEVED. /RR/GA TION AND PLANTING SHALL TAKE: PLACE: AS GRADING PROGRESSE:S. 2. INSTALLATION OF /RR/GA T/ON AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 70 DAYS OF THE: TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 3. PLANTING AND /RR/GA T/ON FOR THE SLOPE: AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE !RR/GA TION FIRST COMME:NCES. 4. WA TcR SERVICE (POINT OF CONNE:CTION) INSTALLATION, TcMPORARY OR PERMANENT, SHALL BE IN PLACE TO COINCIDE: WITH PLANTING TIMING SPE:C/F/ED IN SECTION E.3-7 BACKFLOW PREVENTER TESTING: ALL BACKFLOW PREVE:NTERS SHALL Be TcSTED BY A CERTIFIED TE:STE:R AND RESULTS MUST BE GIVEN TO THE CITY AND THE WA TcR DISTRICT. PIPE BE:TWEEN THE ME:TER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPE:R". APPRO VEO CONTRACT BACK FLOW TESTE:RS CAN BE FOUND ON THE CITY WEB SITE: AT WWW.CARLSBADCA.GOV/SERVICES/OEPARTMENTS/WA TcR/DOCUMENTS/ RECYCLED WA TcRBACKFLOWTESTERLIST.POF FOR RECYCLED OR WWW CARLSBAOCA. GOV /SERVICES/DEPARTMENTS/WATER/DOCUMENTS/ WA TcRBACKFLOWTESTERLIST.POF FOR POTABLE OR CALL 438-2722. LANDSCAPE PLANS FOR MILES PACIFIC SUBDIVISION -MODEL HOMES Construction Sheet 3 Irrigation Sheet 10 Planting Sheet 14 Construction Sheet 2 Irrigation Sheet 9 Planting Sheet 13 PIO PICO DRIVE •··--·· =·=· -~~·:, -~/1;:;~~1:::;:<;;~¥! .. :.;;,~:;;;~,-~-... ~ .. ~~~~===============-------!-.... -. ___ J r;::::ic·-+1-"\ . ,iP i PROPERTY LINE MODELS 20'SEVIIER EASEMENT DI R.O.f'II. 1~ i I ~ l RT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG R.O.V'i. VICINITY MAP NTS SEVIIER EASEMENT -----20' SEVIIER EASEMENT = NOT TO SCALE NOTE, A SEPARATE CITY REVIEV'l AND APPROVAL 15 REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS 15 FOR LANDSCAPE PLANTING AND IRRIGATION ONLY. DEVELOPERS NAME: SHEA HOMES ADDRESS: 2750 WOMBLE ROAD SUITE 200 SAN DIEGO, CA 92106 OFFICE: (619) 794-1252 CELL: (619) 244-8481 DATE INITIAL Sheet Index On-site Plans Sheet# 2-3 4 5-8 9-10 11-12 ------ 13-14 ------ 15 16 17-18 ------ DECLARATION OF RESPONSIBLE CHARGE: SHEET TITLE TITLE SHEET CONSTRUCTION PLAN CONSTRUCTION LEGEND & NOTES CONSTRUCTION DETAILS IRRIGATION PLAN IRRIGAITON LEGEND, DETAILS & NOTES PLANT I NG PLAN PLANTING LEGEND, NOTES & DETAILS PLANTING SPECIFICATIONS IRRIGATION SPECIFICATIONS I HEREBY DECLARE THAT I AM LANDSCAPE ARCH/TcCT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER T.HE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS ANO PROFESSIONS CODE AND THAT T.HE DESIGN IS CONSISTENT WIT.H CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIF/CATIONS BY T.HE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH ANO T.HE CITY OF CARLSBAD IS CONFINED TO REVIEW ONLY ANO DOES NOT RELIEVE ME, AS THE LICENSED LANDSCAPE ARCHITE:CT OF WORK, OF MY RESPONSIB/Ll77ES FOR PROJECT DESIGN. T.HESE PLANS HA VE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH T.HE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATING TO LANDSCAPING FIRM NAME &(' DRESS: HOW O ASS,:iCI TES, INC., 24 SECOND A VE. SAN DIEGO, 92701 DATE: b 'I, RLA PHONE NO(S): 19} 718-9660 REGIS TR A TJON NO(S): RLA 2681 EXP/RA TJON DA TE: 3/31 /17 WATER EFFICIENT LANDSCAPE DECLARATION I AM FAMILIAR WITH T.HE REQUIREMENTS FOR LANDSCAPE AND /RR/GA TION PLANS CONTAINED IN T.HE CITY OF CARLSBAD'S LANDSCAPE MANUAL ANO WA TcR EFFICIENT LANDSCAPE REGULA T/ONS. I HA VE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS ANO T.HE LANDSCAPE MANUAL ANO AGREE TO COMPLY WITH ALL REQUIRE.MEN S WHEN SUBMlmNG CONST.RUCTION DOCUMENTS. I CERTIFY T.HA T THE PLAN IM NTS THOSE REGULA 770NS TO PROVIDE EFFICIENT USE OF WATER. $·I · !Co J 307 DATE: Plc!l,L!Y.<.---""11\" (619) 718-9660 INSPECTION PROCEDURES: INSPECTION PROCEDURES: INSPECTION OF T.HE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITE:CT OF WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIF/CA 770NS FOR T.HE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLE770N OF THE WORK, T.HE LANDSCAPE ARCHITECT OF THE: WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING T.HE "CERT/FICA TION OR COMPLETION" FORM. A REQUEST FOR T.HE FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "CER77FICA TION OF COMPLE770N" FORM E-MAIL TO: mikeelliotl2@cox.net LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602 4602 PRIOR TO BEGINNING LANDSCAPE WORK: T.HE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK ANO T.HE DESIGNER OF WORK SHALL REVIEW T.HE PROJECT UTILITY LOCA T/ONS ANO REVISE PLANS ACCOROINGL Y TO FULLY SCREEN ALL U77LIT/ES FROM VIEW ANO PROTE:CT ALL U77Ll77ES (ABOVE ANO BELOW GRADE) FROM INVASIVE PLANT GROWT.H ANO ROOTS. NOTE: THERE ARE NO PROPOSED WA TcR FEATURES DATE, 05-2'°1-2016 DR.AHN BY, EP rla2681 HOWARD. ASSOCIATES landscape architecture 2442 second avenue APPROVED FOR san dicgo ca. 92101 619 718 9660 PLANTING AND IRRIGATION ONLY, "AS BUil T" INCLUDING PRECISE TITLE DATE LOCATION OF PLANTING REVIEWED BY: AREAS. I SHfET I CITY OF CARLSBAD ~ PLANNING DIVISION s MILES PACIFIC SUBDIVISION MODEL HOMES APPROVED Jzi,,:,A ~, t:!Lo~ '?, '? -I<..,, PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: DATE PLAN PREPARED: CT-12-01 483-4M ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BY: / i I n j ! I :n I < 7 \/ I ' I I I -r Lot 3 Plan 5 PE 96.5 \ '.'<, \\ ~v'< rJ.. ,.0 / r, 1\ I \ I \ I \ 1 \ I \ 4d: \ \\ -r, '\ I _ _. I ...,_..-. .. ----- \ \\ - I \\ \' "" i-- '\\ \ ·.\ :·-\ . / / ""<'"-- ' '>. ' ,........ : ,--., I/ ' I /( '•,,,,, '· I// ill) ''\··, •. l, ·"' I ',, ,/ )it.. "'·""' • 'o, ,~_,12 / '-/> . : .,__ J,,/ /, Lot 2 Plan 3 PE 100.3 16 KEY MAP North 1" = 1 O' 0 5' 1 0' 30' i ' i Scale 1" = 10' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ' NTS 6 4-4-201i:> TITLE DATE, 04-04-2016 DRAY'lN BY, rla2681 HOWARD ASSOCIATES landscape architecture 2442 second avenue san diego ca 92101 619 718 9660 "AS BUILT" DATE REVIEWED BY: 1-----l---------+--------i------t------r----r-~ ~ CITY OF CARLSBAD 1787 L__1_j PLANNING DIVISION ~ CONSTRUCTION PLAN FOR MILES PACIFIC SUBDIVISION MODEL HOMES APPROVED PLANNING DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. 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DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL I :: I ......... ; 1 :T·· '1 NTS ~ 4-4-2016 TITLE DATE, 04-04-2016 DRA~N BY, rla2681 HOWARD ASSOCIATES landscape architecture 2442 second avenue s an die go ca 921 01 f.d9 718 9660 "AS BUil T" DATE REVIEWED BY: I SH3ET I CITY OF CARLSBAD ~ PLANNING DIVISION s CONSTRUCTION PLAN FOR: MILES PACIFIC SUBDIVISION MODEL HOMES APPROVED 1-?t~j,, 6-: ~I\ ,j\-,;,-~-I<.:, PLANNING DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: CT-12-01 483-4M RVWD BY: ' Materials Sc1edule LEGEND PLAN# ITEM MATERIAL SELECTION AVAILABLE SYMBOL ----------------------------- 3 5 SEAT BENCH STUCCO 2 5 PATIO CONCRETE INTEGRAL COLOR 4 5 FIRE PIT 6 5 BBQ COUNTER CONCRETE INTEGRAL COLOR 13 5 SHOWER WALL 17 5 ENTRY COLUMNS CONCRETE INTEGRAL COLOR 12 5 STONE PATH FLAGSTONE 21 5 ACCENT 47 5 WOOD DECK STAIN TO MATCH GARDEN SHED 9 5 BOULDERS 18"-30" SIZE, NATURAL GRAY BURY:! MIN. 13 5 SHOWER FIXTURE OTTO -OTS1260 WALL MOUNT WITH TEAK HANDLES WWW.CALAZZO.COM 13 5 SHOWER WALL CONCRETE INTEGRAL COLOR TBS 13 5 SHOWER WALL TILE TILE MIAMI BEACH PEBBLE WWW.BEACH PEBBLES.COM 18 3 ENTRY STEPS CONCRETE 34 3 MASONRY WALL STUCCO 46 3 ENHANCED PAVING CONCRETE INTEGRAL COLOR 32 3 DRIVEWAY TURF BLOCK 29 3 FOUNTAIN CAMPANIA INTERNATIONAL DRAGONFLY WALL FOUNTAIN (EM) WWW.GARDEN-FOUNTAINS.COM 27 3 CONCRETE STEPPERS CONCRETE INTEGRAL COLOR 50 3 GARDEN HOOP TRELLIS TERRA TRELLIS (TYP. OF 3) GRACIE MODERN ARBOR, OXIDE COLOR WWW.TERRATRELLIS.COM INSTALL STAKED PER MANUFACTURER'S SPECIFICATIONS 45 3 TREE PLANTER F3-DAR-S4236 DARLINGTON SQUARE 42"X42"X36" PLANTER, COLOR & FINISH TBS WWW.HOOKSANDLATTICE.COM 23,44 3 GRAVEL PATH/PATIO 2" LAYER OF l"-½" ARIZONA RIVER ROCK 26 51 3 SHADE TRELLI~ PAINT TO . I "ARr.H11 C , I IRE TRIM ~HERAL CONSTRI.ICTIQN NOTES I. ALL EXISTING DIMENSIONS AND LOCATIONS OF EXISTING OBJECTS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ELEMENTS PRIOR TO BID. 2. ALL CON5TIWCTION SHALL CONFORM TO MINIMUM SPECIFICATIONS AND REQUIREMENTS OF RE6I0NAL, LOCAL AND STATE 60VERNMENTAL A6ENCIE5. S. Ol'INER SHALL APPROVE ALL MATERIALS PRIOR TO ORDERIN6. SUBMIT FINISH SAMPLES OF FLATl'IORK FOR Ol'INER APPROVAL PRIOR TO ORDERING. 4. PERMITS FOR ANY CONSTIWCTION DEPICTED IN THESE PLANS SHALL BE OBTAINED ElY THE CONTRACTOR 5. CONTRACTOR SHALL SHIELD EXl5TIN6 l'IORK l'IITH YISGIUEEN TO PREVENT 5PLATTERIN6 OF CONCRETE OR MORTAR. 6. ALL PAYIN6 SHALL SURFACE DRAIN AT MINIMUM 1% Al'IAY FROM l'IALL5 AND STRUCTURES TOl'IARD 51'1ALE5. ALL PLANTED AREAS SHALL DRAIN AT MIN. 2% TOl'IARD 51'1ALE5. SEE CIVIL EN6INEERIN6 DRAINA6E PLAN FOR ALL 6RADIN6. i. ALL l'IRITTEN DIMENSIONS ON PLANS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. 8. IN CASE OF DISCREPANCIES BETl'IEEN l'IRITTEN SPECIFICATIONS AND 6RAPHIC INFORMATION OR OTHER INFORMATION, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT FOR CLARIFICATION. CQNCSEIE NOTES I. CONCRETE SHALL HAYE A MINIMUM COMPRESSIVE 5TREN6TH AT 28 DAYS OF 2,500 PSI. CEMENT SHALL ElE TYPE I. FINISH MEDIUM BROOM FINISH AND COLOR SHALL BE 'NATURAL GREY' UNLESS OTHERJf,1I5E NOTED. PROVIDE 12" SQUARE SAMPLE POUR FOR APPROVAL PRIOR TO INSTALLATION. 2. REINFORCING SHALL COMPLY i"IITH ASTM A6I5, GRADE 40. S. CONTRACTOR SHALL INSTALL FULL-DEPTH EXPANSION JOINTS AND SCORE JOINTS AS 5HOl'IN ON PLANS AND DETAILS, AND ADD ADDITIONAL JOINTS i"IHERE NECESSARY TO CONTROL CONCRETE CRACKIN6. CAAPENJRY ANP FJ;NCIN<!", NOT§, I. ALL LUMBER SHALL BE DOU6LA5 FIR, NO. 2 6RADE OR BETTER, UNLE55 OTHERJf,1I5E INDICATED. ALL IN ,!;ROUND POSTS SHALL ElE REDl'IOOD. 2. ALL LUMBER SHALL ElE ROU6H, UNLESS OTHERJf,IISE INDICATED. S. ALL CONNECTORS, ANCHORS AND ACCESSORIES, INCLUDIN6 NAILS, SHALL ElE STRUCTURAL STEEL AND SHALL BE HOT DIPPED 6ALVANIZED. ALL HARDl'IARE TO RECEIVE PAINT TO MATCH l'IQOD. 4. ALL l'IOOD OVERHEAD AND TRELLIS SURFACES SHALL ElE PAINTED l'IITH ONE (I) COAT OF EXTERIOR PRIMER AND Tl'IO (2) COATS OF l'IEATHER-RE5I5TANT ALKYD ENAMEL. COLOR SHALL MATCH ARCHITECTURAL TRIM UNLE55 NOTED OTHERl"lI5E. PRIME PRIOR TO A55EMElL Y. 5. ALL 6ATE5 SHALL BE SELF-CL05IN6 l'IITH STEEL 5TOP5. PROVIDE MASTER KEYED LOCKS FOR ALL TRAP FENCE 6ATE5. l'jOOD STAIN NOTES I. ALL SURFACES MUST BE CLEAN, SOUND, DRY, AND FREE OF ANY DIRT, DUST, CHALK, OIL, 6REA5E, AND MILDEl"I STAINS. 2. STAIN SHALL BE APPLIED IN ACCORDANCE l'IITH THE PRINTED INSTRUCTIONS AND AT THE APPLICATION RATES RECOMMENDED ElY THE MANUFACTURER B. CONTRACTOR SHALL APPLY Ti"ID COATS OF A SEMITRANSPARENT STAIN. EACH COAT SHALL BE APPLIED TO A UNIFORM FINISH. FINISHED SURFACES SHALL ElE FREE OF SURFACE DEVIATIONS AND IMPERFECTIONS. 4. EACH APPLICATION OF STAIN SHALL ElE CURED IN ACCORDANCE /l'llTH THE MANUFACTURERE'5 RECOMMENDATIONS BEFORE APPLYIN6 THE 5UCCEEDIN6 COAT. DRYIN6 TIME ElETl'IEEN APPLICATIONS SHALL BE AS RECOMMENDED ElY THE MANUFACTURER. 5. STAIN SHALL BE APPLIED ElY BRUSH, ROLLER, OR SPRAY. MASONRY NOTE$ I. ALL STUCCO l'IALLS SHALL ElE l'IATER SEALED l'IITHIN BO DAYS OF STUCCO COLOR ALL STUCCO SHALL MATCH ARCHITECTURE IN FINISH, EXCEPT A5 NOTED. METAL FJ;NCIN6 NOTES I. ALL METAL FENCIN6 SHALL ElE SEAMLESS STEEL TUEllN6, 6RADE El, CONFORMIN6 TO A5TM A50Hol. 2. LANDSCAPE CONTRACTOR SHALL SECURE ALL FIELD MEASUREMENTS REQUIRED FOR PROPER AND ADEQUATE FABRICATION AND INSTALLATION OF FENCIN6. B. METAL FENCIN6 AND 6ATES SHALL ElE FABRICATED AND ASSEMBLED IN THE SHOP TO THE 61<EATE5T EXTENT POSSIBLE. 4. ALL l'IELD5 AND OTHER CONNECTIONS EXPOSED IN THE FINISHED i"IORK SHALL BE 6ROUND AND DRESSED SMOOTH AND 50 THAT THE SHAPE AND PROFILE OF THE ITEM l'IELDED 15 PRESERVED. 5. 6ATES SHALL RECEIVE HEAVY-DUTY SPRIN6 LOADED HIN6E A55EM6LIES l'IITH 5ELF-LATCHIN6 HARDl'IARE. ALL 6ATE5 SHALL HAVE MASTER-KEYED LOCKS. 6. ALL SURFACES SHALL BE PRIME COATED /l'llTH SYNTHETIC, RUST-INHl6ITIN6 PRIMER FINAL FINISH SHALL ElE ELECTROSTATICALL Y APPLIED OF Tl'IQ (2) COATS OF A LU5TERLE55 ALKYD ENAMEL. THE COLOR SHALL ElE ARCHITECT PRIOR TO INSTALLATION. SELECTED 6Y THE LANDSCAPE i. ALL 6ATES SHALL ElE 5ELF-CLOSIN6 HITH STEEL STOPS. PROVIDE MASTER KEYED LOCKS FOR ALL TRAP FENCE 6ATE5. e;,RAPIN6 NOTES I. SEE CIVIL EN6INEER'S PRECISE 6RADING PLAN AND DRAINA6E PLAN FOR ALL 6RADES, SPOT ELEVATIONS AND DRAINA6E SYSTEM. 2. HARDSCAPE SHALL HAYE A POSITIVE SURFACE DRAINA6E OF MIN. 1% Al'IAY FROM STRUCTURES. PLANTING AREAS SHALL DRAIN AT A MIN. 2% SURFACE DRAINA6E. SEE CIVIL EN6INEER PLANS FOR ALL AREA DRAINS AND S/l'lALE5. Concrete Schedule ~ ITEM PATIO & ENTRY PATIO SEAT BENCH DRIVEWAY DRIVEWAY PLAN# INTEGRAL CONCRETE COLOR AND FINISH 5 DAVIS COLOR, MEDIUM ACID ETCH FIELDS WITH DAVIS COLOR TROWEL FINISH SHINER BANDS ----+---1----- - 3 5 D AVIS COLOR, MEDIUM ACID ETCH FIELDS WITH TROWEL FINISH SHINER BANDS DAVIS SEALANT INTEGRAL COLOR WITH SMOOTH FINISH & ---1---------- 5 DAVIS INTEGRAL COLOR, MEDIUM ACID ETCH FINISH WITH SHINER BAND ------ DAVIS INTEGRAL COLOR WITH ACID ETCH FINISH 3 AND SCORED SHINER BANDS AS SHOWN CONCRETE STEPPERS 3 DAVIS INTEGRAL COLOR MEDIUM ACID ETCH FINISH -----1----+------------------------- NOTE, A YIIATER EFFICIENT LANDSCAPING BROCHURE SHALL BE AVAILABLE FOR EACH GROUP OF ADULTS VISITING THE MODEL HOME. AT A MINIMUM, EACH BROCHURE SHALL INCLUDE INFORMATION DESCRIBINcS THE YIIATER EFFICIENT FEATURES OF THE MODEL'S LANDSCAPING; RESOURCES FOR ADDITIONAL INFORMATION RE6ARDIN6 YIIATER EFFICIENCY IN LANDSCAPINcS; CONTACT INFORMATION FOR THE LOCAL YIIATER PURVEYOR AND PLANNINcS DIVISION; AND A REFERENCE TO REQUIREMENTS OF THE LANDSCAPE MANUAL. A COPY OF THE BROCHURE SHALL BE PROVIDED TO THE PLANNINcS DIVISION PRIOR TO THE CITY AUTHORIZINcS TEMPORARY OCCUPANCY AS A MODEL HOME. Construction Legend CD 120 S.F. GARDEN SHED, BY OIAINER @ CONCRETE IAIALK PATIO, SEE CONCRETE SCHEDULE @ ® SEAT BENCH ® G FIRE FIT @ ® PLANTER@ 0 BBQ COUNTER @ 0) RAISED PLANTER@ @ FIREPLACE PER ARCHITECTl,RAL PLANS 0 BOULDERS-SEE MATERIALS SCHEDULE @ DG PATH@ ® 2, I SLOPE PER ENGINEER PLANS @ FLAGSTONE PATH SEE MATERIALS SCHEDULE @oMIT @ SHOVEL CUT LAY1N EDGE ® 5' YARD FENCE PER PRODUCTION PLANS @ 3' Y1IDE SIDEYARD GATE PER PRODUCTION PLANS 0 ENTRY COLUMNS (TYF. OF 4) @ @ ENTRY STEPS ® @ CONCRETE SIDEY1ALK PER PRODUCTION PLANS @ CONCRETE DRIVEY1AY PROFILE FER ENGINEER PLANS, FINISH PER CONCRETE SCHEDULE @ ACCENT @ CONCRETE CURB PER ENSINEER PLANS @ GRAVEL LANDING Y1ITH CONCRETE CURB @ @ 42" HT FENCE ® @ 42" HT GATE TO MATCH FENCE DETAIL @ RAISED PATIO IAIITH SHADE TRELLIS @ @ CONCRETE STEPPERS -SEE CONCRETE SCHEDULE @ LOY1 RETAINING IAIALL @ ® FOUNTAIN (TYP OF 3) SEE MATERIALS SCHEDULE @ CONCRETE STEPS Y1ITH PLANTED TREADS ® @ FLANTERY1ALLS@ @OMIT @ ENHANCED CONCRETE DRIVEY1AY -SEE CONCRETE SCHEDULE 0 LOY1 Y1ALL. FLAN B @ @ 6' MASONRY SIDEYARD Y1ALL © @ MASONRY COLUMN ® § OMIT @OMIT § ENHANCED 5' FENCE AND GATE © @ TEMPORARY 5' YARD FENCE TO MATCH PRODUCTION FENCING @ TEMPORARY YARD SATE TO MATCH PRODUCTIONS SATES @ PERIMETER IAIALL PER PRODUCTION PLANS Q CONCRETE HANDICAP PARKING SPACE IAIITH STRIPING < SIGNAGE AS REQUIRED BY \C::J GODE 8 SRAVEL PATH -SEE MATERIALS SCHEDlLE @ @ BOX TREES IN PLANTERS -SEE MATERIALS SCHEDULE ® PORTABLE ADA-ACCESSIBLE RESTROOM, TO BE PROVIDED BY OIAINER @ CONCRETE PATIO FOR SHED, TO BE POURED INTEGRALLY Y1ITH BASE FOR SHED. INTESRAL COLOR TO MATCH PATIOS, FLAN 5. @ Slc,,NAGE 5HALL BE Y1HITE Y1ITH BLACK CAPITAL LETTERING AT LEAST TY10 INCHES HISH AND SHALL INCLUDE INFORMATION ABOUT THE SITE Y1ATER L,SE AS DESISNED PER THE LOCAL ORDINANCE; INCLUDING THE NAME OF THE PROJECT LANDSCAPE ARCHITECT, LANDSCAPE CONTRACTOR AND Y1ILL DEMONSTR.',TE LOIA! IAIATER USE APPROACHES TO LANDSCAPING. § CONCRETE STEPS @ @ SARDEN HOOF TRELLIS-SEE MATERIALS SCHEDULE (TYF. OF 3) @ SHADE TRELLIS -SEE MATERIALS SCHEDULE©@ § 6' VINYL SCREEN FENCE Y1/ 2' LATTICE PANEL ON TOP. @ AG.UNITS (N.I.G.) s ARTIFICIAL TURF _, SYNFESGUE 254 AVAILABLE AT (v;v;v;_s~nlcav;n.ccrr) INSTALL PER MANUFACTlRER'S SPECIFICATIONS. CONTRACTOR TO SlBMIT SAMPLE FOR APPROVAL PRIOR TO INSTALLATION. @ ACCENT POT PER PLANTING PLANS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~ 4-4-2016 TITLE DATE, 04-04-2016 DRAV'IN BY, rla2681 ,HOWARD ASSOCIATES, c ,,, landscape architecture 2442 second avenue san diego ca 92101 619 718 9660 "AS BU I LT" DATE REVIEWED BY: , --1----+-------------i---+----t---i-----1 I sH4EET I CITY OF CARLSBAD !1Rls ~ PLANNING DIVISION ~ ~==-===========~==: CONSTRUCTION NOTES & LEGEND FOR: MIL£S PACIFIC SUBDIVISION M00£L HOM£S APPROVED ,~ l-r, ~\ ':,tt' ',-~-~ PLANNING . DATE DWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: CT-12-01 483-4M ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ~i /~-- ! I _J L t---::_----------.....__.____ Oj_; ', , ' ·•. r N 2" j, 0'-0" j, SIDE EU-:VATION 2 -Ill;;"! SECTION A-A O (!!:)BBQ Counter & Seat Bench OMIT I I I I I I ) ---- t,; ~\> •. / I.I. ~/ I./'. / / /. I. /'. /. lleJi 4 VOID 2' VOi lJ ELFVATION A A CD e" cMu Y'v\LLS YilTH -s ~AR VERTICAL u 16" ot:... -eROUT FILL .A.LL CELLS SOLID, STUCC.O GOAT @ CONC.FaETE FOOTINIS-i"IITH -e ~AFl CONTINUOUS 60TH l"<A'T'S e 1e,• O:C,. @ SMOOTH FINl5H, STI.ICCO @ 4" POUR-IN-PLACE CONCRETE COUNTERTOP, DAVIS INTEGAAL COLOR, SMOOTH FINl5H l"IITH ~. 419 ~~ • 16" O.C. BOTH AAYS ® B6GI UNIT -;¾I" ElUILT-IN STAINLESS STEEL PROPAl'E iS-ASeRILL @16"><?16" ~ DOORS TO MATC-H 6E!G UNIT G) 15" X 4' POURED-IN-PLACE RAISED BAR C.OUNTERTOP v-llTH 0VE:RHAHrs- @ FINl5H SURFAC..E CONCRETE PATIO © FINISH 6-AADE © COMPA'-TED euB-GRAOe NO I t0 SCALE 5' 2'-4" e" 2" CD I," POUR IN PLAC,E CONCRETE COUNTERTOP, INTEc,,RAL COLOR l'IITH SMOOTH FINISH 4 SEALER. 04 REBAR CONT. @ I'>" O.C. 60TH l'IAYS @ 12" l'IIDE CMU SUPPORTS l'IITH SMOOTH STU=o FINISH. #4 REBAR VERTICAL Tl'IICE @ I'>" CMU l'IALLS l'IITH #4 REBAR VERTICAL @ I'>" O.C. STUCCO FINISH l'IHERE EXPOSED I?\ POUR IN PLAC,E CAP l'IITH #4 RE6AR I.:!/ HORIZONTAL CONT. $ ACROSS@ 12"O.C. @ CONCRETE FOOTINc,, l'IITH #4 REBAR CONTINUOUS @ FINISH c,,RADE RAISED PLANTER G) 4" PERFORATED PIPE IN I'>" SAND OF ~" CRUSHED c,,RAVEL 4 FILTER FABRIC l'IRAP. CONNECT TO AREA DRAIN SYSTEM @ FINISH GRADE @ FINISH SURFACE CONCRETE PATIO ,r;:,. CONCRETE FOOTINc,, l'IITH #4 REBAR 60TH l'IAY5 ~@ Ei"O.C. @ ELASTOMERIC MEMBRANE l'IATERPROOFING l'IHERE BACKFILLED . 2' l'-e," 2" 2" SECTION C-C 1 E3 Raised Planter & BBQ Counter 10" e, NOTTO SCALE DATE INITIAL ENGINEER OF WORK B'-0" 2" CD 24" l'IIDE 6ENCH PILASTER @ END l'IITH SMOOTH STUCCO FINISH @ SMOOTH STUCCO FINISH @ COMPAC,TED SU6-c,,RADE PER SOILS REPORT 0 05 6AR VERTICAL @ II'>" 0.C. @ #4 SAR HORIZONTAL @ II'>" O.C. @ 8" CMU l'IALLS G) CONCRETE PATIO ® FINISH c,,RADE PLANTING AREA @ ITEM OMITTED @ SEAT CUSHIONS $ SACK CUSHIONS -SY Ol'INER NOTE, CUSHIONS ARE TO SE PROVIDED 6Y INTERIOR DE51c,,NER. @Patio with Seat Wall NOT TO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~ 4-4-2016 TITLE DATE, 04-04-2016 DRA>"'lN BY, rla2681 ··HOWARD ··· ASSOCIATES landscape architecture 2442 second a.venue san diego cu 92101 619 718 9660 "AS BUil T" DATE REVIEWED BY: I SHSET I CITY OF CARLSBAD WI] PLANNING DIVISION s CONSTRUCTION DETAILS FOR: MILES PACIFIC SUBDIVISION MODEL HOMES I APPROVED 1 ri:-&l ~ ~l I~ I '?-~-11,a PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: CT-12-01 483-4M REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: col :;5'-:.l" T'T'P. 5Tl/CCO F<.ETAININ6 V-.ALL5 <{ CONCF<.ETE 5TEP5 '. · ..... . ... 16" TYP. e," TYP. 2X4 AAFTEF<. 4XIO BEAM bXe JOl5T bXb P05T . . . :· !==:::::;:, 0 FOUNTAIN -5EE MATEF<.IAL SCHEDULE 20" NICHE X 2" DEEP FOF<. EA. FOUNTAIN, TYP. 0 ® ENHANCED 5' V-.000 FENCE 0 IF<.Al5ED PATIO . . < ,·· "'" .... c-ccc--·-·_·..,._•_: ._._._.~::..,.·· -'-'·~·---. ""· ~-·-'..-, ...,.....-·",-·.-". ·_·_:·_._. -,-+'--c'-'---'-'-"-~·7· ce··~ .. ·. L .·.-:· .. ···.·. ::_,:'.:<:r ... ··:·. ·;;,;mrr~i\~1:;;;jL' __ ··_·•_•·--en-' ,JITIITTnllhil> . ··•-• 9 ~·-·._· ~-"--'~--"-~~-~=•-··_.·._: ._ .••• _ .. ·._· .. _._._ .. ~'---'---·-··-· _·_· -'-''--·-·._·. _._·_·._ . ..c .. ·...:.· -·•c.c•_··~· c...' --' -~---'-~-'-'-· -1.•-·-'-'-~·=· ..... :_ ..... ·_:...:.·-· ~--· ---'-.-'--. --~"'-·.-'..L-..:.......:.......c..c,~...:.· -'-' •••• _._:_:: ... i_••-'--"-·· ~· ,_··•"'·'--'-~-"'---'-~-=-.-c--.;_.:c_.J'-'-.-"':.-~·"'"-'-"-. ·~,,:=4ii~~l lllifj 11.111 t:::1~:11 I~ N <(__J &aised Patio & Walls -Plan 3 2' 2' 2 SECTION B-B -.I) ' NOTTO SCALE ELEVATION (D b"Xl2" CONCF<.ETE F<.15EF<. 1/11/ #9 F<.EBAF<. CONT. 4 Y!cF<.T. @ b" O.C. @) 5" D.6. PATIO OYEF<. FIL TEF<. FABF<.IC LAYEF<. @5TUCCO COAT FACE 4 5101;;5 @)4"XIO" P.I.P. CONCF<.!;;TE CAP @cMU F<.ETAININ6 V-.ALL V-.ITH F<.EINFOF<.CIN6 FOOTIN6 PEF<. 5TF<.UCT1./AAL lcN61N!c!cF<. @ELA5TOMEF<.lc MEMBF<.AN!c V-.ATEF<.PROOFIN,S, V-.H!cF<.I;; BACKF I LL!cD G) 9" PERFOAATED DAAIN LINE IN ~" V-.A5HED 6AAVEL V-.ITH FIL TEF<. FABF<.IC V-.F<.AP. CONN!cC T TO AF<.l;;A DF<.AIN 5Y5TEM PlcF<. PLAN @ FINl5H 6AADE @b"Xb" D.F. P05T FOF<. OYEF<.HEAD TF<.ELLIS ~ 51MP50N CB bb COLUMN BA51c (TYP.) V-.ITH IXI ~ PLANT-ON5 TO COY!cF<. HAF<.Di'sAF<.I;; @4XIO D.F. BEAM5. BOLT THF<.U AT P05T @bxe D.F. JOl5T5@ 9'-2" o.c. {§) 2X4 D.F. AAFT!cf<.5 @ b" O.C. 2 ~-----'-''fl-+lc:Ln,;.,_,,,,.,.J=f l'-t," SECTION C-C 2d slope (i) U5E 6" CMU 6LOCK 6EHIND FOUNTAIN5, i"IITH NO C.AP OVERHANG,, TO C.R.EATE A 2" DEEP X 20" LONS NIC.HE FOR FOUNTAIN TO 5ET 6AC.K INTO Jl'lALL FAC.E. (T'fP). STUC.C-0 COAT FAC.E 4 51DE5 @ FOUNTAIN -5EE MATERIAL 5GHEDULE. C.ONTR.ACTOR SHALL C.OORDINATE ELECTRIC.AL 5ERVIC.E A5 NECE55ARY AND PROVIDE A SINSLE PROG,RAMMA6LE TIMER i"IITH MANUAL OVERRIDE FOR THE (5) FOUNTAINS @ 4"XIO" P.1.P. CONCRETE C.AP 0 I>" C.MU i"IALL i"IITH #4 R.E6AR VERT. @ 16" O.C.. SROUT-FILL ALL GELL5 @ C.ONC.R.ETE FOOTINS i"IITH 04 R.E6AR CONT. © ELA5TOMERIC MEM6RANE i"IATERPROOFING, G) 5" PERFORATED DRAIN LINE IN ~" i"IA5HED <&RAVEL l"IITH FILTER FA6RIC. Jl'IRAP © 6" 6ED OF GRL5HED <&RAVEL UNDER FOUNTAIN @ FINISH SR.ADE NOTE, PROVIDE AUTO-FILL TU61Nc& TO FOUNTAIN 6A51NS, C.ONNEC.TED TO OPEN VALVE ON IRRl<&ATION C,ONTROLLER 2 5ECTION D-D 4 SECTION A-A @ Retaining Wall 12" TYP. e f'i 4 2'-611 2'-6" 2' SECTION D-D ©~RA-1_s_Eo __ P_A.._jillli,o ______________ _ NOTTO SCALE l. ~Lj-tL_o_w_R_E_T_A_1N_1_N_G_w_A_L_L_w_1_T_H_F_o_u_N_T_A_1N_s __________ --:~~~ @RA1sEo PAT10 NOT TO SCALE -------------------------"!'N!'!!O!!!!T"!!T'!!!o'!!!s"cA~L·E ---0 b L l'-4" 50. L 1 1 COLUMN -5ECTION 0 12" 5G. CMU COLUMN V-.ITH #9 F<.EBAF<. YEF<.TICAL 2X IN OPPOSITE COF<.NEF<.5. 6F<.OUT FILL. @ 2 x 4 V-.000 CAP ED61;; - PAINT TO MATCH AF<.CH. TF<.IM ® 2 x e DOU6 FIF<. CAP - MITF<.E CUT. PAINT TO MATCH AF<.CH. TF<.IM 0 ClcMENTITIOU5 BATT5 TO MATCH AF<.CH. -(2) EA. YlcF<.T. COF<.NEF<. ® ClcM!cNTITIOU5 ElOAF<.D 51DIN<=> TO MATCH AF<.CH. ® FINl5H PAYIN6 5UF<.FACE G) FINl5H 6F<.ADE OF PLANTIN<=> AF<,!;;A ® CONCF<.!;;TE FOOTIN<=> V-.ITH #9 F<.lcBAF<. CONTINUOUS --------------® Low Masonry Wall NTS DATE INITIAL ENGINEER OF WORK APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL (i) e>xe>xl6 GM\J HALL -HATERPROOF BAGK HHERERETAINING 0 4XIO" P.I.P GONGF<ETf GAP ® 5TIJGGO GOAT TO MATGH Al<GHITEGTIJF<E 0 GONGRETE FOOTINS PER 5Tl<l!G11.JRAL ENGINEER ® #4 REBAR GOHT. © #4 REBAR O 16" O.G. 0 12' DEEP GOMPAGTED FILL ® 4" PERI'. DRAINLINE HRAPPED IN MIRAFI FILTER FABRIC IN 12" DIA. CRUSHED ROCK BAND -GONNEGT TO AREA DRAl- 5'fSTEM 0 FINISH eRADE NOTE, HALLS HHERE RETAINING OR PARTIALL 'f RETAINING OVER le>" HleH SHALL BE GONSTRUGTED PER SAN DIEeO RESIONAL STANDARD DRAHIN<95 OR 5Tl<l!GTIJRAL ENGINEER G)2'X4' CONCF<.!;;TE STEP5 @coNCF<.!;;TE PATIO @4"Xl4" 5G. POUF<. IN PLACE CONCRETE CAP @)12" CMU COLUMNS V-.ITH 5TUCCO COAT. F<.lclNFOF<.CE AND FOOTIN6 PlcF<. 5TRUC Tl/RAL lcN61NE!cR II @)DEEPENED FOOTIN<=> FOF<. CONCRETE PATIO PEF<. 5TF<.UCT1./F<.AL EN61NEER @FINISH eF<.AD!c G)sTUCCO COAT EXPOSED POF<.TION OF BA5E @bXIO DF BEAM -BOLT THF<.OUeH -AADIUS BEAM END5 @NOTU5ED (@)e,Xb D.F. P05T HITH 51MP50N CB bb COLUMN CAP @4XIO D.F. BEAM5. BOLT THRU@ P05T @bxe D.F. JOIST5 @ ;'$' o.c. {§)2X4 D.F. F<.AFTEF<.5@ b" O.C. 6 4-4-2016 TITLE DATE, 04-04-2016 DRAV'lN BY, rla2681 HOWARD ASSOCIATES landscape architecture 2442 second avenue san <liego ca 92101 619 718 9660 "AS BUILT" DATE REVIEWED BY: I SH6ET I CITY OF CARLSBAD GJJJ PLANNING DIVISION s CONSTRUCTION DETAILS FOR: MILES PACIFIC SUBDIVISION MODEL HOMES APPROVED (t:z,;:..cl_, g.-~\\~{\-"5-r;...h., PlANNING DATE DWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: CT-12-01 RVWD BY: 483-4M 0- ' ' 1 s:i 2 I I I I 0--I I ~ I I I 5 I I ~ () I I I I I 4 -4 ' I If\ I I I I I I I I I C 0-- Sec.tior, _, I<- - C d) I -- _, ' - • . \ I . 11 11111 !/, \ ! 0- l I I I i ! I I • I . I. E:levatior, r ~)1-oiiiiiiE .... n ..... h_a _n c_e_d_5_'_W;..;.,,;.,o_od ___ F..;;e_n-ce ____________ _ \.,: _ NOT TO SCALE OMIT (~),__ _____ _ 0 2X6 DOUGLAS FIR CAP 0 2X4 DOUGLAS FIR RAIL OUTSIDE 0 IX4 DOUGLAS FIR RAIL INSIDE 0 4X4 REDV'IOOD POST @ 8'-0" O.C. MAX. ~ CEDAR BOARD FENCING- \::J ALTERNATING IX4'S AND IX8'S 0 CONCRETE FOOTING 0) FINISH GRADE 0 2x2 DOUGLAS FIR PICKETS@ 8" O.C. @- ------------------------- PER CCNSTRL,C TION LEGEND I I ! 1: : i ! ! / / ! ! j i ' i I / ! ! I I I I ! -f-----{1 CD @ 2X6 DOUGLAS FIR CAP 2X4 DOUGLAS FIR TOP, BOTTOM AND SIDE RAILS INSIDE IX4 DOUGLAS FIR RAIL OUTSIDE 4X4 RED~OOD POST PER FENCE DETAIL CEDAR BOARDS TO MATCH FENCE 2X4 DF BRACE INSIDE FINISH GRADE SELF-CLOSING LATCH HEAVY DUTY HINGES CONCRETE FOOTING ~~~ Wood Gate \._~J.,.__E_L_E_V_A-TI_O_N ____ _ NOT TO SCALE 5" IX2 DOUGLAS FIR HANDRAIL --'N-Tr,rr----rl-,;:::i=i:.1--2x2 HORIZONTAL DOUGLAS FIR RAILS -=U--2X2 DOUGALS FIR VERT. RAILS @ 5-1/2" O.G PER ELEV. ,--1-1...-++--IX2 DOUGLAS FIR BOTTOM RAIL -'---2X2 DOUGLAS FIR POST @ 8" O.G. MAX. L-.L.J____L.JL...l-L-'----' FINISH GRADE (D1x2 DOUGLAS FIR HANDRAIL G)2x2 DOUGLAS FIR VERT. RAILS@ 5-1/2" O.G PER ELEV. @2x2 DOUGLAS FIR HORIZONTAL RAILS ~ 4-4-2016 DATE, 04-04-2016 DFi?.AY'lN BY, rla2681 HOWARD ASSOCIATES landscape architecture APPROVED FOR 2442 second avenue san diego ca <J2101 619 718 9660 PLANTING AND IRRIGATION ONLY, "AS BUILT" INCLUDING PRECISE TITLE DATE LOCATION OF PLANTING REVIEWED BY: AREAS. I SH?ET I CITY OF CARLSBAD ~ PLANNING DIVISION s CONSTRUCTION DETAILS FOR MILES PACIFIC SUBDIVISION MODEL HOMES I APPROVED Ji:JI ~ f:>ll oft _fz· ~-~~ 1 PLANNING DATE OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION CT-12-01 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: 483-4M r---~ '1~ '1 I \~I ---/2 I ', ---' H\-t-='"c----- ___.l \ r-------------=-__, / ----I f-1--9 I ' 1,>---r--i l'-0" .9 N -.,I -II Ill . I 10 Ill= :<·1 11'-_ I_I .··1 •11_1 ,_Iii= I _I 11-·. .. 9 · 1-11 I 11 •"•,,rll 1 -,-. 1=1 -1, . ' ' 4 s " i = II . · 1- 8 CD @ ® 0 ® 0 Ci) ® @ 4 x 12 STUCCOED CAP #5 REBAR CONT. ii TOP 4 MIDDLE bx8xlb CMU STUCCO COAT -COLOR FER LAND. ARCH. #;l VERTICAL REBAR (CENTERED IN BLOCK) FINISH GRADE CONC. FOOTING #4 HORIZONTAL REBAR CONTINUOUS® 24" o.c. MIN. '10% COMPACTED 5UBGRADE OR UNDISTURBED NATURAL 50IL. NOTES, I. ALL 6LOCK CELLS CONTAININ6 VERTICAL REBAR SHALL SE SOLID 6ROUTED. 2. MAXIMUM CONTROL JOINT SFACIN6, 40' O.C. PROVIDE #4 DOY'lEL AND #4 DR.OF-IN BAR AT EACH SIDE OF CONTROL JOINTS, ENDS OF Y'lALLS AND @ Y'lALL HEl6HT CHANGES. 5. Y'lHERE VINES ARE PLANTED ON Y'lALL INSTALL HEAVY DUTY STEEL Y'llRE HORIZONTALLY@ 2' AND 4' HEl6HTS FROM FOOTIN6. ATTACH TO Y'lALL @ 8' O.C. Y'llTH MASONRY SCREY'lS. ~ ~I , ,_ 1 < i' I rn TI~,:, : I I = -· u OUTSIDE 60TTOM ED6E OF -"1.--------E_=,,'nl-'c~~, ---1,:t-FOOTING SHALL 6E A MINIMUM OF • 1'-0" FROM FACE OF SLOPE SECTION E>" Y'lHERE OCCURS NOT TO SCALE 2" f---------T----r I',_ ---,I- = I ==1,LLJ-.-_ --+---f_ =-½H-~-1-1·-~-I-I 1--1 -- -1 I l=---:::1 ' • ' -• 11-I 1.::::1 I 1--0 : I ff __.,_..._-=+--·-= 111 -111 ----II= 2'-0" SQ. SECTION NOT TO SCALE ------------ 16" 50. CONCRETE PILASTER b"X20" 50. CONCRETE BLOCK CAP STUCCO HALL WHERE IT OCCURS #5 REBAR CENTERED VERT. CONCRETE FOOTING HITH #5 REBAR HRAP STUCCO COAT TO MATCH ARCHITECTURE. CROHN CAP FINISH GRADE (A) Stucco Masonry Wall ( B )►s_tui,iici,iic..,o .... C-o __ l u __ m_n_w_i __ th_c __ a..,p ______ _ -C) I 11-011 TYF. N l'-0" SECTION NOT TO SCALE -C) I l'-0" C0 CONCRETE FAYING - 5EE DETAIL @ 1/4" RADIUS AT NOSE ® COMPACTED 5UBGRADE PER 50IL5 REPORT G EXPANSION JOINT - TYPICAL AT TOP AND BOTTOM OF 5TEP5 ® CANTILEVERED CONCRETE 5TEF5 HITH #5 REBAR ii lb" O.C. MAX BOTH HAY5 G) #5 NOSE BAR ® CONCRETE STEPS E----------- SEC-TION 0 0 0 FINISH GRADE-PROVIDE SMOOTH TRANSITION 2Xb WOOD HEADER OR BENDER BOARD b" DEPTH DECOMPOSED GRANITE -MOISTEN D.G. AND COMPACT TO "10% WITH 550 LB. ROLLER STAKE EVERY 4' O.C. MIN. CONNECT TO HEADER WITH HOT TIPPED GALVANIZED NAILS. TOP OF SIJBGRADE DECOMPOSED GRANITE PATH 2 'I 5 b COLUMN -SECTION 0 12" 5GI. CMU l"IALL V'llTH #5 REBAR @ 16" O.C. VERT. 6ROUT FILL ALL CELLS r.::,. 2 x 4 V'lOOD CAP ED6E - \=,I PAINT TO MATCH ARCH. TRIM ® 2 x 16 DOU6 FIR CAP - MITRE CUT. FAINT TO MATCH ARCH. TRIM 0 CEMENTITIOUS BATTS TO MATCH ARCH. -(2) EA. VERT. CORNER ® CEMENTITIOUS BOARD SIDING-TO MATCH ARC,H. @ FINISH PAYING-SURFACE G) FINISH 6RADE OF PLANTIN6 AREA @ CONCRETE FOOTIN6 V'llTH ~ REBAR CONTINUOUS @ CONCRETE STEPS ------® Entry Seatwall -Plan 3 CD 5 SECTION 4" CONCRETE PAVING - 2500 PSI @ 28 DAYS UNLESS OTHERWISE SPECIFIED COMPACTED SUBGRADE 1/2" PREFORMED FELT EXPANSION JOINT WITH 1/4" RADIUS @ EDGES 1/4" TOOLED SCORE JOINT PER CONSTRUCTION PLAN NTS C 1)CONCRETE PAVING OMIT 0,2 \ b" SECTION b 0 0 FINISH GRADE 0 POURED-IN-PLACE CONCRETE PLANTER ED<SE 0 (2) #5 REBAR, CONT. 0 COMPACTED 5UBGRADE PER 501L5 REPORT 0 CONCRETE PATIO 0 EXPANSION JOINT ©~-------© Planter Edge NTS ~&,----Jt;~~~~~ Lll---,5 SECTION NOT TO SCALE G CD 6" HIGH x 18" i-'IIDE F.I.F. CONCRETE C,AF r,;--., 1/2" STUCCO COAT EXPOSED 5URFACE5 TO \Y MATCH ARCHITECTURE @ #5 REBAR IN VERTICAL ii lb" O.C. G 12" BLOCK i-'IALL 0 FINISH SURFACE OF ADJACENT FAVINe @ #5 REBAR CONTINUOUS G CONCRETE FOOTIN6 @GA5LINE (3) GA5 FIRE RING @VALVE G FIRE GLASS NOTE, CONTRACTOR SHALL PROVIDE 4 PERMIT NATURAL BAS CONNECTION 4 LOCATE MANUAL CONTROL VALVE IN (~)---F_i_re_P_it ____________ A-DJ-AC-EN-T P-LA-NT-ER _____ _ 4 2 DATE INITIAL ENGINEER OF WORK CD :3" LAYER OF¼"-~" ARIZONA RIVER ROC-K 6X6 CONCRETE HEADER JAIITH #:3 REBAR C-ONTINUOUS @) C-OMFAC-TED SUBGRADE FILTER FABRIC. NOTE, FOR GRAVEL FATH PROVIDE IAIOOD HEADER TO MATC-H H-8 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE INITIAL DATE INITIAL REVISION DESCRIPTION 0TH ER APPROVAL CITY APPROVAL 6 4-4-2016 TITLE DATE, 04-04-2016 DRAV'IN 6Y, rla2681 HOWARD .. ·•• ASSOCIATES landscape architecture 2442 second a.venue san diego ca 92101 619 718 9660 "AS BUil T" DATE REVIEWED BY: I SHSIT I CITY OF CARLSBAD W&J PLANNING DIVISION s CONSTRUCTION DETAILS FOR: MILES PACIFIC SUBDIVISION MODEL HOMES I APPROVED PlANNING 1i:.d <q:_ l:::l\ ;It 5-~·L-... J DATE OWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: CT-12-01 RVWD BY: 483-4M \ \ \ North 0 5' 10' 30' i i ! ! Scale 1" = 10' DATE INITIAL / ENGINEER OF WORK REVISION • • • • • • • • NOTE, KEY MAP NOTE, I. 2. LOCATE ALL SPRAY HEADS MIN. 24" FR.OM IMPER.HEABLE PAVED SURFACES. IR.R.l6ATION VALVES AND MAINLINE LOCATIONS ARE SHOrlN SCHEMATIC-ALLY. ALL MAINLINE AND VALVES SHALL BE LOCATED OUTSIDE OF THE S TR.EET R..O .rl. P.O.C-.'S ~ HAINLINE SHOrlN SCHEMATIC-ALLY. ALL HAINLINE SHALL BE LOCATED OUTSIDE OF THE R..O.rl. (TYP) 4-4-2016 NTS DATE, 04-04-2016 DRArlN BY, APPROVED FOR PLANTING ANO IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE INITIAL DATE INITIAL TITLE r la 2 6 8 1 HOWARD san ASSOCIATES landscape 2442 se cond ca 9 2 1 01 architecture avenue 619 718 96b0 "AS BUILT" DATE REVIEWED BY: I SHgET I CITY OF CARLSBAD PLANNING DIVISION IRRIGATION PLAN FOR: MILES PACIFIC SUBDIVISION MODEL HOMES APPROVED PLANNING DATE BY: PROJECT NO. DRAWING NO. DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN CHKD RVWD BY: __ _ BY: CT-12-01 483-4M Pressure Loss Calc:ulatlon Water District: Carlstiad HGl: NIA Meter IJesignatioo: Existing-Meter Pio Pico Meter Loc;ftion: Lot 3 Mister Size: 5,'8" Meter El-evatioo: iOO Static Pre5Sllra @ Mete:r: 87 Valv;e .#: A-5 Valve Slz-e; ${4'' Highe& Head B_evation: 96.5 Pi pee Fip8 Lateral Line Seciion Type A SCH 40 ····e~ ·scH40- length Size in Feet 3/4" 48.00 3/4" -1:otr C SCH.40 3:4'' ROO D SCH 40 3/4" 10, 00 E SCH 40 3/4-" 7 .00 F SCH.40 3/4" 13:00 G S-CH 40 314" 13.0Q i-1 SCH ,foc+---'c-3/co4"~---fo.d0 J K l M N 0 p -f---=S~C~H~40c-1~3~;4~-c-1-,~.~.o-o SCH 40 3/4" 9.00 A. TOTAL LATERAL SYSTEM LOSS Pipe Pipe Main Line Section Type Size Length P -~S~Ce"H~4~C~· ~~,7 .. -~~1c7"0ec,~ B, TOTAL MAfN UUE SYS~ l.,OSS MISCELLANEOUS LOSS/GAIN Water Meter Section Tota! G-PM PSI Loss PSI Loss 144 ~0.14 0.27 0.19 0.14 0.00 ---------0:00 O~.oo--+- 0.00 0.00 000 ~ction 2.18 GPM PSI Loss PSI Loss 3C ! 0.168 Qty. ·1 {).17 PSI Loss: Total Loss 11.:20 1'1:20 '12.50 12.50 Master Control \i"a~;e I 3,20 3.20 flow s~nsor t 'LOO 1.00 Ball Valves 1 3:,00 3JJ0 Cantro( Va!\€ 1,80 1.80 Head Loss! G::iin In Sysfem -5A1 -5.41-C. TOTAL MISC. Lbs~S~/~G~A~IN~--------------------~,~7."29~ D. TOTAL SYSTEM LOSS (A.;.8+.C} E.. FITTING LOSSES j 15% OF TOTAL LOSS} f, MIN. REQ. PRESSURE AVAILABLE ATHE/\D G, DESfGN PRESSURE (D+E tF} H, PRESSURE RE:QU!RED AT METER L RESJOUAL ?-RES SURE ·(H·G1- Pressure Loss Calculation Water District: Carlsbad HGL: N/A Meter Designation: Existing Meter Pio Pico Meter Location: Lot 2 Meter Size: 5/8" Meter Elevation: 109 Static Pressure @ Meter: 87 Valve#: B-2 Valve Size: 3/4" Highest Head Elevation: 100.3 Pipe Lateral Line Section A B C D E F G H J K L M N 0 p A. TOTAL LATERAL SYSTEM LOSS Pipe Type SCH40 SCH 40 SCH 40 SCH 40 Pipe Pipe Main Line Section Type P SCH 40 8. TOTAL MAIN UNE SYSTEM LOSS MISCELLANEOUS LOSS/GAIN Water Meter Backflow preventer Master Control Valve Flow Sensor Ball Valves Control Valve Head Loss/ Gain In System C. TOTAL MISC. LOSS/ GAIN D. TOTAL SYSTEM LOSS (A+B+C) E. FITTING LOSSES (15% OF TOTAL LOSS) F, MIN. REQ. PRESSURE AVAII.P.BLE AT HEAD G. DESIGN PRESSURE (D+E+F) H. PRESSURE REQUIRED AT METER I. RESIDUAL PRESSURE (H-G) Size 3/4"' 3/4"' 3/4" 3/4" Size Length in Feet 23.00 1400 14.00 14 00 Length 53' 29.63 4.44 30.00 64.08 30.D0 PSI: 12.3'.!: Section Total GPM PSI Loss PSI Loss 0.69 0.28 0.47 0.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.70 Section GPM PSI Loss PSI Loss 30 0.0742 0.07 Qty. PSI Loss Total Loss 1 11.20 11,20 12.50 12.50 3.20 3.20 1 00 1.00 3.00 3.00 1.80 1.80 -3.77 -3.77 28.93 30.71 4.61 30.00 65.31 30.00 PSI: 13.06 California Water Efficient Landscape Worksheet Reference E'2polranspiration (ET0) 44 Project Type 0.55 Hydmzone # / Planting Plant Irrigation Irrigation ETAF Landscape ETAF x Description~ Factor (PF) Methodb Efficiency (PF/IE) Area (Sq. Ft.) Area (IE)' Estimated Total Water Use (ETWU)d Regular Landscape Areas Lot 1: Low 0.3 Drip Special Landscape Areas ETAF Calculations Re ular Landsca e Areas Total ETAF xArea 314 Total Area 849 Average ETAF All Landscape Areas Total ETAF x kea Total Area Average ETAF 0.37 314 849 0.37 0.81 0.37 849 314 0.75 0.00 0 0.75 0.00 0 0.75 0.00 0 0.75 0.00 0 0.75 0.00 0 0.75 0.00 0 0.75 0.00 0 0.75 0.00 0 0.75 0.00 0 0.75 0.00 0 0.75 0.00 0 0.00 0 0 0.75 0.00 0 0.75 0.00 0 0.75 0.00 0 0 0.75 0.00 0 0.75 000 0 0.75 0 00 0 0.75 0.00 0 0 Totals 849 314 0 0 0 0 0 0 0 0 Totals 0 0 ETWU Total Maximum Allowed Water Allowance MAWA e Average ETAFfor Regular Landscape Areas m1.,1st be 0.55 or below for residential areas, and 0.45 or below for non-residential areas. 8578 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8578 0 0 0 0 0 8578 12738 - California Water Efficient Landscape Worksheet Reference Evapotransp1ration (ET0) 44 Project Type Lot 1 PE 105.8 TEMPORARILY CONNECT VALVE B-"'! TO LOT 2. CAP LINE AT P.L. AT MODEL BUILD-OUT R.O.Y'l. California Water Efficient Landscape Worksheet 0.55 Reference Evapotranspiration (ET0 ) 44 Project Type 0.55 Hydrozone # / Planting Plant Irrigation Irrigation ETAF Landscape ETAF x Estimated Total Water Use (ETWLJ)d Hydrozone # / Planting Plant Irrigation cgatlon ETAF Landscape ETAF x Estimated Total Description~ Factor (PF) Methodb Efficiency (PF/IE) Area (Sq. Ft.) Area (IE)' Regular Landscape Areas Lot 2:Low 0.3 Drip 0.81 0.37 4321 1600 43,658 Lot 2· Moderate 0.5 Drip 081 062 908 560 15290 Lot 2: High Fountain 0.8 0.75 107 3 3 87 0.75 0.00 0 0 0.75 0.00 0 0 0.75 0.00 0 0 0.75 0.00 0 0 0.75 0.00 0 0 0.75 0.00 0 0 0.75 0.00 0 0 0.75 0.00 0 0 0.75 0.00 0 0 0.75 0.00 0 0 0 0.75 0.00 0 0 0.75 0.00 0 0 0.75 0.00 0 0 0 0.75 0.00 0 0 0.75 0.00 0 0 0.75 0.00 0 0 0.75 0.00 0 0 0 Totals 5232 2164 59,036 Special Landscape Areas e------~--To-t~:l-s-+---0-~~t---o~~+-----~j ETAF Calculations Regular Landscape Areas Total ETAF x Area Total Area Average ETAF All L d an scape A reas Total ETAF x Area Total Area Averaqe ETAF 2164 5232 041 2164 5232 041 ETWU Total 59,036 Maxim um Allowed Water Allowance (MAWAI' 78,501 Average ET AF for Regular Landscape Areas must be 0,55 or below for residential areas, and 0.45 or below for non-residential areas. Descripliona Factor (PF) Methodb Efficiency (PF/IE) Area (Sq. Ft.) Aiea (IE)' Regular Landscape Areas Lot 3: Low 0.3 Drip 0.81 0.37 3520 1304 Lot 3: Moderate 05 Drio 0.81 0.62 565 349 Lot 3: Moderate 0.5 Overhew 0.75 0.67 1736 1157 0.75 0.00 0 0 75 0.00 0 0.75 0.00 0 0.75 0.00 0 0.75 0.00 0 0.75 000 0 0 75 0.00 0 0.75 0.00 0 0.75 0.00 0 0.75 0.00 0 0 0.75 000 0 0.75 0.00 0 0.75 0.00 0 0 0.75 0.00 0 0 75 0.00 0 0.75 0.00 0 0.75 0.00 0 0 Totals 5821 2810 Special Landscape Areas _,J 0 0 0 0 0 0 0 0 0 0 ET AF Calc:ulatmns Regular Landscape .Areas Total ETAF x Area Total Area Averaqe ETAF All Landscape Areas Total ETAF x Area Total .Area AveraQe ET AF 2810 5821 0.48 2810 5821 048 ETWU Total Maximum Allowed Water Allowance (r-JIAWA)E' Average ET AF for Regular Landscape Areas must be 0.55 or below for residential areas, and 0.45 or below for non-residential areas. Water Use (ETWUl 35565 9514 31572 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 76651 0 0 0 0 0 76651 87338 ····-----1':,······~ a Hydrozone #/Planting Description e.g 1 ) Front lawn 2.) Low water use planting 3.) Medium water use planting b Irrigation Method 1.) Overhead Spray 2.) Drip 0 Irrigation Efficiency 1.) 0. 75 for Overhead Spray 2.) 0.81 for Drip c1 ETV\/U (Annual Gallons Required) = Eto x0.62x ETAF xkea Where 0.62 is a conversion factor to change acre-inches per acre per year to gallons per square foot per year e MA..WA (Annual Gallons Allowed) = (Eto) (0 62) [ (ETAF x LA) + ((1-ET AF) x SLA)] Where 0.62 is a conversion factor to change acre-inches per acre per year to gallons per square foot per year, LA is the total regular landscape area in square feet, SL.A. is the total special landscape area In square feet, and ETAF is 0.55 for residential areas and 0.45 for non-residential areas 045 Non-Res 1dential 055 Residential 0.81 Drip 0 75 Overhead DATE I I 8' EA~EMENT ,,------'--42" HT FE~C-E FER AFFROVEJ::i> FRODLJC-TION FLAN5 48e-4L I , I ,.,.----+--:ji6HT LINe I I I ~--1--FLANT/1Rf!<.16ATE FER iAFFROVEP FRODLJC-TION I . ,JJ '-tl;;d ~ I --- ,FLAN548B-4L I I w >, ffi Q 0 -0---i· ---,&I..&,: _ _j ' --l- ~ CD -~· .. _ ~ . -,;; ........ $-· ----'; ~--· ,. ~ " \ --\l~/ North KEY MAP 0 5' 10' i Scale 1" = 10' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 30' i TITLE I I I I I I I I I L_~I ' 1 I r· NTS 4-4-2016 DATE, 04-04-2016 DRAl"lN BY I rla 2()8 HOWARD, ASSOCIATES landscape architecture 2442 second avenue san die go ca 92101 619 718 9660 "AS BUILT" DATE REVIEWED BY: uTI CITY OF CARLSBAD lsJE~Ts \ 0 PLANNING DIVISION IRRIGATION PLAN FOR: MILES PACIFIC SUBDIVISION MODEL HOMES I APPROVED ~Jll I ~ -~I ...,,;-tr r;;-~-1<.e PLANNING DATE OWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: CT-12-01 483-4M RVWD BY: L..______________________________________________________________________________________________________________________________________J A BALL VALVE NOTE: 0 () 0 G G G () G ROUND PURPLE PLASTIC VALVE BOX, AMATEK OR EQUAL FINISH GRADE BALL VALVE INTEGRAL UNIONS PVC SCH. 40, 45· ELL (1YP) PVC PRESSURE MAINLINE PIPE (SEE SPECS.) 1 CU. FT. PEA GRAVEL 2X4 REDWOOD OR BRICK BLOCKING ® DEPTH-SEE SPECIFICATIONS 0 FTN/SH GRADE/TOP OF MULCH 0 QUICK-COUPLING VALVE WITH LOCKING PURPLE CAP 0 VALVE BOX WITH PURPLE COVER: 6-INCH SIZE 0 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL ® PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 0 BRICK (1 OF 2) 0 PVC SCH 4D STREET ELL ® PVC SCH 40 TEE OR Ell ® PVC MAINLINE PIPE @ PVC SCH 4D ELL (iJ) 2" , 2" REDWOOD STAKE W/ STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. 2. QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. CD FINISH '5>RADE @ PGP l'WTOR HEAD @) 5/4" PVC STREET ELL (5) @ ¾H e,o NIPPLE @) LATERAL TEE OR ELL @ LATERAL PIPE (1) RECYCLED F'J!ElElER COVER V<HERE INSTALLED ON RECYCLED SYSTEM OR FUl\!RE RECYCLED SYSTEM NOTES, I. AJ..L HEADS LOCATED HITHIN 10' OF Vf;HIC.ULAR OR PeDESffllAN USES SHALL BE POP-lJP HEADS. :2. CONTRACTOR SHALL INSTALL ALL HEADS NO C~ THAN 24" TO ANY 1""1PEFitMEA6LE SURFAC..E UNLESS THE eRAD.e t:'R.A.INS AWAY FROM THE IMPERMEABLE 51.Jlitf'AC,E INTO A LANDSCAPED AREA. B POP-UP ROTATOR 3 (i) ID TAG ® WATER PROOF CONNECTION 4 (1 OF 2) 7 @ 30-INCH LINEAR LENGTH OF WIRE, COILED 0 REMOTE CONTROL VALVE: ® INSTALL 6-INCH MIN. ABOVE HIGHEST POINT OF DISCHARGE ® UV RADIATION RESISTANT PVC SCH 40 MALE ADAPTER (1 OF 2) 0 UV RADIATION RESISTANT PVC SCH 40 PIPE (1 OF 2) 0 FINISH GRADE/TOP OF MULCH ® PVC SCH 40 ELL (1 OF 2) _.-'-'SO/ @ PVC LATERAL PIPE (1 OF 2) 10 NTS QUICK-COUPLING VALVE D ANTI-SIPHON REMOTE CONTROL VALVE L--W----5 g:it~==~~ E LOW FLOW CONTROL ZONE KIT 4 Flow Sensor FS1O0P (i) 0 Q) © ® ® 0 ® CD 30-INCH LINEAR LENGTH OF WIRE, COILED 0 WATERPROOF CONNECTION: h\ RAIN BIRD DB SERIES (1 OF 2) \;:_)ID TAG 0 LOW FLOW ANTI-SIPHON VALVE: RAIN BIRD ASV-LF-075 VALVE tc'\ (INCLUDED IN XACZ-075-PRF KIT) \;:_) PRESSURE REGULATING FILTER: RAIN BIRD PRF-075-RBY ® (INCLUDED IN XACZ-075-PRF KIT) PVC SCH 80 UNION 0 PVC SCH 40 MALE ADAPTER ® UV RADIATION RESISTANT PVC SCH 40 PIPE ( 1 OF 2) 0 FINISH GRADE/TOP OF MULCH @PVC SCH 40 ELL (1 OF 2) @PVC LATERAL PIPE (1 OF 2) 3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL BRICK (1 OF 4) VALVE BOX WITH COVER -12-INCH SIZE FINISH GRADE RAIN BIRD FS SERIES 150-400P /FS-1 0OA FLOW SENSOR(S) 36-INCH LENGTH OF COILED PE-CABLE TO FLOW SENSING EQUIPMENT AT SATELLITE CONTROLLER ASSEMBLY SEE SITECONROL DETAIL 612 FOR SPLICE. SEE FLOW SENSOR WIRING DETAIL FOR WIRING DIAGRAM CONCENTRIC REDUCER 3 4 3" MIN. 13 12 11 PEB MASTER VALVE IRRl6ATION NOTES I. THE IRRl6ATION FLAN 15 DIA6RAMMATIC. ALL IRRl6ATION EQUIPMENT SHALL BE LOCATED IN FLANTIN6 AREAS ONLY, UNLE55 NOTED OTHERV'll5E. REFER TO THE IRRl6ATION LE6END AND DETAILS FOR EQUIPMENT AND INSTALLATION. 2. CONTRACTOR SHALL KEEF THE FREMl5E5 CLEAN AND FREE OF EXCE55 EQUIPMENT, MATERIALS, AND RUBBISH INCIDENTAL TO V'IORK OF THl5 SECTION. 5. A. ALL RISERS SHALL BE F.V.C. SCHEDULE bO. B. ALL FIFE FITTIN65 SHALL BE P.V.C. 5CHEDULE 40. 4. A. ALL V'IIRE SHALL BE 14 6AU6E AV'l6 (MAX. 6AIJ6E) V'IITH SHEATH, MAXI-V'IIRE BY FAl6E ELECTRIC,. DIRECT BURIAL TYPE, AND ALL SPLICES AND CONNECTIONS SHALL BE MADE V'IITH 5M 6ELFACK DBY CONNECTORS. B. EACH CONNECTION FROM DECODER TO VALVE SHALL MAINTAIN THE SAME V'IIRE COLOR A5 DECODER. C. ALL V'IIRE5 SHALL BE INSTALLED V'IITH TV'IO (2) FEET OF EXCE55 V'IIRE (COILED) AT THE END OF EACH V'IIRE RUN. D. CONTROL V'IIRE SHALL BE BUNDLED AND PLACED BENEATH MAINLINE. E. VALVE SHALL BE A MAXIMUM 15' FROM DECODER. F. CONTROL V'IIRE SHALL FOLLOV'I MAINLINE. 6. LOOP V'IIRE BACK TO CONTROLLER IF CONTROLLER IAIIRE RUN 15 LON6ER THAN 2.4 MILES. H. CONTROL V'IIRE5 (I.E. MAXI-V'IIRE5) MUST MAINTAIN A 1O-FOOT SEPARATION FROM ELECTRICAL TRANSFORMERS 4 UNDER6ROUND Hl6H VOLTA6E FOV'IER LINES. 5. BACKFLOV'I PREVENTION DEVICES SHALL BE LOCATED AS INDICATED ON THE IRRl6ATION FLAN. INSTALLATION SHALL CONFORM TO LOCAL 6OVERNIN6 CODES AND RE6ULATION5 AND MANUFACTURER'S SPECIFICATIONS. CMV'ID BACKFLOV'I SPECIALIST TO APPROVE LOCATION ph. (160) 45b-2122 x1152 6. CHECK VALVES SHALL BE USED V'IHERE INDICATED AND IAIHERE NECESSARY TO PREVENT V'IATER FLOV'I FROM LOIAIER ELEVATION HEADS V'IHEN SYSTEM 15 TURNED OFF. 1. ALL FRE55URE MAINLINES SHALL HAVE A lb" MINIMUM COVER FOR 2-1/2" MAINLINE AND LESS AND 24" COYER FOR :3"-5-1/2" SIZE MAINLINE. ALL LATERALS SHALL HAVE A MINMUM TV'IELVE (12) INCHES OF COVER. TRENCH BACKFILL SHALL BE FREE OF ANY MATERIAL THAT MAY DAMA6E IRRl6ATION FIFE OR EQUIPMENT. IN THE EVENT OF BACKFILL SETTLEMENT, CONTRACTOR SHALL PERFORM REQUIRED REPAIRS AT H15 OV'IN COST. b. ALL AUTOMATIC, VALVES SHALL SE LOCATED V'IITHIN SHRUB AREAS. IN BOXES SHALL BE INSTALLED IN PURPLE VALVE BOXES, ONE VALVE FER BOX, V'IITH FOUR (4) INCHES OF PEA 6RAVEL BENEATH EACH VALVE. SALL VALVES SHALL BE LOCATED IN SEPARATE VALVE BOXES. "I. SEE SLEEVE NOTES BELOV'I. 10. AUTOMATIC, CONTROLLERS SHALL BE SIZE AND TYf'E AS NAMED, AND INSTALLED V'IHERE INDICATED ON IRRl6ATION FLAN. CONTROL V'IIRES SHALL BE SLEEVED UNDER FAVIN6 IN I" DIAMETER ELECTRICAL CONDUIT. I CONTROL V'IIRE MAX. FER SLEEVE. A. 120 VOLT SERVICE TO CONTROLLER SHALL BE PROVIDED BY THE OV'INER. II. PRIOR TO BACKFILLIN6 IRRl6ATION TRENCHES, A. ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT 125 P.5.1. FOR A PERIOD OF FOUR HOURS. ANY LEAKS FOUND SHALL BE CORRECTED BY REMOVIN6 THE LEAKIN6 FIFE OR FITTIN6S AND INSTALLIN6 NEV'! MATERIAL IN ITS PLACE. B. ALL LATERALS SHALL BE PRESSURE TESTED AT DE516N PRESSURE FOR ONE HOUR. C. THE CONTRACTOR SHALL NOT ALLOV'I NOR CAUSE ANY OF HIS V'IORK TO BE COVERED UNTIL IT HA5 BEEN INSPECTED, TESTED AND APPROVED BY THE OV'INER'5 AUTHORIZED REPRESENTATIVE AND CITY INSPECTOR. 12. IRRl6ATION CONTRACTOR SHALL ADJUST ALL HEADS TO PROVIDE EVEN COVERA6E AND TO KEEF SPRAY OFF BUILDIN65, V'IALKV'IAY5, V'IALL5, AND DRIVES. 15. V'IHEN THE SPRINKLER 5Y5TEM 15 COMPLETED, THE CONTRACTOR, IN THE PRESENCE OF THE OV'INER'5 AUTHORIZED REPRESENTATIVE, SHALL PERFORM A C,OVERA6E TEST OF V'IATER AFFORDED THE PLANTIN6 AREAS TO ENSURE IT 15 COMPLETE AND ADEQUATE. CITY INSPECTOR TO APPROVE COVERA6E. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL V'IORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERA6E AT Hl5 OV'IN C,05T. IRRl6ATION CONTRACTOR SHALL MAINTAIN THE 5Y5TEM FOR A PERIOD OF SIXTY (60) DAY5 AND SHALL IAIATER ON A DAILY BASIS. 14. PRIOR TO FINAL ACCEPTANCE, THE CONTRACTOR SHALL FURNISH A COMPLETE 'AS-BUil T' DRAV'IIN6 TO THE LANDSCAPE ARCHITECT FOR COMPLETION OF MYLAR DR.AV'IIN65 AND THREE FRINT5 TO THE OV'INER 5HOV'IIN6 EXACT LOCATIONS OF ALL ITEMS INSTALLED. 15. PRIOR TO FINAL ACCEPTANCE, THE IRRl6ATION CONTRACTOR SHALL PLACE A LAMINATED, REDUCED COPY OF THE A5-BUIL T IRRl6ATION PLAN, COLOR-CODED A5 TO COVERA6E AREAS FOR EACH VALVE, IN THE CONTROLLER ENCLOSURE. 16. THE IRRl6ATION CONTRACTOR SHALL 6UARANTEE THE ENTIRE IRRl6ATION SYSTEM TO BE FREE OF DEFECTS IN V'IORKMAN5HIP AND MATERIALS FOR A PERIOD OF ONE (I) YEAR FROM FINAL ACCEPTANCE BY THE OV'INER. 11. "THRUST BLOCKS CON515TIN6 OF A MINIMUM OF I CUBIC FOOT OF CONCRETE {2poo PSI) SHALL BE INSTALLED AROUND MAINLINES 5 "AND ABOVE AT ELBOV'l5 AND AT FOINT5 OF CHAN6E IN DIRECTION." (CITY OF CARLSBAD LANDSCAPE MANUAL IV.5-5). 18. INSTALL FOF-UF5 V'IITHIN 10 FEET OF ALL PEDESTRIAN USE5. l"I. ALL IRRl6ATION EQUIPMENT UTILIZIN6 RECLAIMED V'IATER SHALL BE COLORED PURPLE FER CARLSBAD MUNICIPAL V'IATER DISTRICT REQUIREMENTS. 20. U5E FA6E ELECTRIC MAXICOM V'IIRE FOR 2-V'IIRE DECODER V'IIRE FATH. 21. V'IARNIN6 TAPES REQUIRED (2) ONE TO BE LOCATED DIRECTLY ON TOP OF MAINLINE AND ONE 12" ABOVE. 22. SUR6E PROTECTOR AND 6ROUNDIN6 ROD 15 NEEDED EVERY 450' OF LINEAR OF CONTROL V'IIRE. 5EE RAINBIRD 5FECIFICATIONS FOR 6ROUNDIN6 IN5TRUCTION5. CD 30-INCH LINEAR LENGTH OF WIRE, COILED 0 WATER PROOF CONNECTION ( 1 OF 2) G)1 □ TAG 0 REMOTE CONTROL VALVE: RAIN BIRD PEB ® VALVE BOX WITH COVER: 12-INCH SIZE ® FINISH GRADE/TOP OF MULCH (j) PVC SCH 80 NIPPLE (CLOSE) ® PVC SCH 40 ELL 0 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) @BRICK (1 OF 4) @ PVC MAINLINE PIPE @scH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND SCH 40 ELL @ PVC SCH 40 TEE OR ELL G] PVC SCH 40 MALE ADAPTER @ PVC LATERAL PIPE @3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL DATE INITIAL ENGINEER OF WORK Irrigation Legend SYMBOL MAN'FR MODEL DESCRIPTION SFM RADIUS • HUNTER PROS-00-PRS:lO-CV-R-MPIOOO-<fO POP-UP MF ROTATOR HEAD 0.16 12' ■ HUNTER PROS-OO-PRS:lO-C,V-R-MPIOOO-<fO POP-UP MP ROTATOR HEAD 0.52 12' [jl HUNTER PROS-OO-PRS5O-CV-R-MP2OOO-GfO POP-UP MP ROT ATOR HEAD 0.55 18' D HUNTER FROS-OO-PRS:lO-CV-R-MP2OOO-GfO POP-UP MP ROTATOR HEAD Oh:l 18' [D HUNTER PROS-OO-PR55O-CV-R-MP2OOO-56O POP-UP MP ROTATOR HEAD 1.27 18' @] HUNTER PROS-OO-PRS5O-CV-R-MP5OOO-~O POP-UP MP ROTATOR HEAD 1.se, 27' NOTE, CONTRACTOR 5HALL INSTALL APPROPRIATE IRRIGATION BODY TO REGULATE TO EITHER 50 P51 OR 40 P51 TO AVOID OVERTHROv--1 ONTO PAVED AREA5. PSI DETAIL 50 SHT-11 (El) 50 5HT-II (El) 30 SHT-11 (BJ 50 SHT-11 (El) 50 SHT-11 (B) 30 SHT-11 (B) **CONTRACTOR TO INSTALL POP-UP BoDIES PR5-12-CV-R ON ALL HEADS LOCATED IN THE R.O.IAI. 4 IAIITHIN 10' OF PAVING, TURF OR ANY AREA IAIHERE PEDESTRIAN TRAFFIC MAY OCCUR ~ RAINBIRD EB RAINBIRD EB CHAMPION ~ RAINBIRD lg] NETAFIM II] NETAFIM • RAINBIRD .... NIBCO-SCOTT @ RAINBIRD DV SERIES A5VF SERIES 562 SERIES XACZ-Lr-1OO-PRF REMOTE CONTROL VALVE (SIZE FER PLAN) ANTl51PHON VALVE (SIZE FER FLAN) ATMOSPHERIC VACUUM BREAKER CONTROL ZONE KIT -ABOVE SROUND AIR RELIEF VALVE -NOT SHOIAIN -LOCATE ONE AT HISH POINT OF EACH SUPPLY OR EXHAU5T HEADER FLUSH VALVE -NOT SHOIAIN -LOCATE ONE IN EACH EXHAUST HEADER RIAIS-B-14O1-561N BUBBLER A55EMBL Y -2 BUBBLERS FER TREE 1.0 TRU-UNION PLASTIC, BALL VALVE IN BoX (LINE 51ZE) GIUICK COUPLIN6 VALVE -5/4" SIZE SHT-12 (H) SHT-11 (D) SHT-11 (E) 5HT-12 (K) SHT-12 (F) 50 5HT-12 (J) SHT-11 (A) 5HT-II (C) EC:=== =-=-=-==l NETAFIM TEC,HLINE DRIP TUBINS -POTABLE -0.4 GPH EMISSION PT5.@ 18" SF'ACINS -4"-6" OF COVER SHT-12 (C-5,K) [ill 0 ~ [EJ PVC 5CH 40 MAINLINE-I" MIN SIZE PVC CL 200 LATERAL LINE-SIZE FER PLAN -5/4" MINIMUM SIZE PVC 5CH 40 SLEEVE -TIAIICE LINE SIZE 5/8" POTAElLE IAIATER METER ElY OIAINER RAINBIRD VALVE KEY A = 6PM ESP-LXMEF 12 STATION IAIITH ET MANAGER CARTRIDGE 4 ETM-RG RAIN GAUSE IAIALL MOUNT IN PLASTIC CAEllNET B • VAL VE SEQUENCE NUMElER C • VALVE 51ZE PRIVATE 5U6METER FOR LANDSCAPE IRRISATION, MASTER VALVE IAIITH FLOIAI SENSOR THAT MEASURES IAIATER FLOIAI AND IAIORKS IAIITH CONTROLLER TO PROVIDE SHUT-DOIAIN IAIHEN EXCESS FLOV'I OCCURS. RAINBIRD MASTER VALVE 1OO-PESB-PRS-D RAINBIRD FLOIAI SENSOR FSIOOF IAIILKIN5 PRESSURE RESULATOR 5OOYS6R I" VALVE 51ZE (INSTALL ONLY IF STATIC PRESSURE AT P.O.C. EXCEEDS 80 P51J SHT-12 (A, I) SHT-12 (A) SHT-12 (8) SHT-12 (L, M) SHT-11 (6) SHT-11 (F) SLEEVE NOTE, 8 4-4-2016 SLEEVES UNDER PAVING (NON-ROADS), NOTE, LESS THAN :3" IN DIAMETER-18" COVER :3" TO 5-1/2" IN DIAMETER-24" COVER 6" OR GREATER IN DIAMETER-:36" COVER SCHEDULE 40 PVC POPUPS ARE REQUIRED IN RIGHT-OF-HAY AND SHRUB BEDS HITHIN 10' OF HARDSCAPE AND ALL OTHER AREAS HHERE PEDESTRIAN TRAFFIC MAY OCCUR. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE TITLE DATE, 04-04-2016 DRAv-.lN BY, rla 2681 HOWARD·•··· ,, ASSOCIATES landscape architecture 2442 second avenue san diego ca 92101 619 718 9660 "AS BUil T" DATE LOCATION OF PLANTING REVIEWED BY: AREAS. ITrJ CITY OF CARLSBAD ~ 1 PLANNING DIVISION s IRRIGATION NOTES, DETAILS AND LEGEND FOR: MILES PACIFIC SUBDIVISION MODEL HOMES I APPROVED PLANNING /"v;,.1J. 6r-Gi\_,e,Jr "7---s-t~j DATE OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: CT-12-01 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: 483-4M A SECTION VIEW MAINLINE, LATERAL, AND WIRING IN THE SAME TRENCH MAINLINE LATERAL WIRING IN CONDUIT PIPE PIPE WARNING TAPE -(2) TOTAL -1 ATTACHED TO THE TOP OF MAINLINE WITH PLASTIC TAPE EVERY 5' ON CENTER 1 -12" ABOVE MAINLINE PLAN VIEW RUN WIRING BENEATH AND BESIDE MAINLINE. TAPE ANO BUNDLE AT 10-FOOT INTERVALS. NOTES, ALL SOLVENT WELD PLASTIC PIPING TO BE SNAKED IN TRENCH AS SHOWN. WIRE W/0 CONDUIT TIE A 24-INCH LOOP IN ALL WIRING AT CHANGES OF DIRECTION OF 30' OR GREATER. UNTIE AFTER ALL CONNECTIONS HAVE BEEN MADE. 1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCHEDULE 80 PVC TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. PIPE & WIRE TRENCHING FINISH 5RAI,.,__J ToGhllne 18'0 2-r¼Y TE TeGhllne nJ6IN . . IN-LINE GHEC.K VAVL.E 8/4" SGH eo PVC NIPPLJ=--- PVG TEE (5x5xTN· PVC PIPI ... . . . 12" E TECHLINE START CONNECTION 6 7 8 9 5 G) ID TAG ® WATER PROOF CONNECTION (1 OF 2) 0 JO-INCH LINEAR LENGTH OF WIRE, COILED © REMOTE CONTROL VALVE: ® PVC LATERAL PIPE (1 OF 2) © UV RADIATION RESISTANT PVC SCH 40 MALE ADAPTER (1 OF 2) 0 LIV RADIATION RESISTANT PVC SCH 40 PIPE (1 OF 2) ® FINISH GRADE/TOP OF MULCH ® PVC SCH 40 ELL (1 OF 2) H DV REMOTE CONTROL VALVE 0 5 CONTROLLER CD HYBRID CONTROLLER: RAIN BIRD ESP SERIES OUTDOOR WALL MOUNT 0 1.5-INCH PVC SCH 40 CONDUIT AND FITTINGS G) WIRES TO REMOTE CONTROL VALVES 0 JUNCTION BOX ® 1 -INCH PVC SCH 40 CONDUIT TO POWER SUPPLY G) PAVING 0 DITCH 0 SLEEVES 0 PVC CAP (TYPICAL) DEPTH AS PER SL~ CHART 4 NOTES, 1. ALL PVC IRRIGATION SLEEVES TO BE SCHEDULE 40/80 AS PER SLEEVING CHART PIPE. 2. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. 3. WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND THE SMALLER SLEEVE TO 24-INCHES MINIMUM ABOVE FINISH GRADE. 4. MECHANICALLY TAMP TO 95% PROCTOR. !3 SLEEVING C ~Rf s-,-",,t',V o/4" 51<.AVEL SUMP (I CUBIC FOOT) ----Techline® CV LATERAL ( OR EXHAUST HEADER) ~---VALVE BOX (I N5 TALL PE!<. 5PEC5) ~----Tec.hllne SHUT-OFF VALVE #TL50V (BLANK TUBIN5 MAY BE ATTACHED TO OUTLET) ~----BRICK 5UPPO!<.T5 (THREE) NTS C, D ==.u,.,..i~~/Ur''-'-"'-W.U._,....-r'INl5H 5RAOE 1-----SJSEE PLANS FOR DIMENSION TECHLINE TRENCHING Q--t-----Te.:.htlne CN TU61N5 \__J~----6AGKFILLED TRENCH (FREE OF DEBRIS) ,----FINISH G>RADE 4" MIN., 6" MAX. l SEE PLANS FOi<. ~---~ _____ Tec:.hline CY LATERAL . SPAC.ING> ~--------~f<E=M-or=~~c~RADE FILTER AND PR.V TECH LINE SU BG RADE INSTALLATION D T r.;;: I " I "' I " I I I I I ' . I I I I I i:: _,,_,_ (M '-- :;i "- I I I< I I I ' I ,-L l'--.. I ::J VALVE i'ilTH Dl5C. PVC. OR POLY SUPPLY HEADER Te,:.hllne START CONNECTION MALE ADAPTER Tech line@ CV TUBING AR.EA PERl"'1ETER PVC. OR POLY EXHAIJST HEAVER PERll'-'IETER LATERALS 2" TO 4" FROM EDGE MANUAL FLUSH VAL VE PLUMSED TO PVC OR POLY F TECHLINE TLSOV NTS G TECHLINE END FEED LAYOUT METE!<. BOX AND METE!<. 51DEV'IALK?F CURB--------.._/ I....,_ ___ ...,. r---7 APPRLx. e," t POTABLE SERVICE LINE ---11 10' MINIMUM TO POTABLE MAINLINE IN STREET NOTE, 12" Ml IMUM ' VERTICAL CLEARANCE OF 12" MINIMUM 15 MANDATOF<Y WHEN C!<.055IN5 PATH OF A POTABLE HATE!<. LINE. INSTALLATION OF RECYCLED V'IATE!<. l!<.!<.I5ATION MAINLINE 24" FROM FACE OF 5IDEHALK WILL PROVIDE THE NECESSARY 10' HOF<IZONTAL CLEARANCE FROM POTA6LE MAINLINE IN 5TF<EET. (D 4-INCH 51<.ATE (INC.LUDED) @ BUl3ElLE!<., RAIN BIRD 1402 0.50 5PM (INC.LUDED) G) ROOT WATE!<.IN5 SYSTEM, AAIN BIRD !<.015-6502 (INC.LUDE5 1402 0.50 5PM BUBBLE!<. HITH !<.I5E!<., 51<.ATE, SHIN<S AS5EMBL Y, 1/2" MALE NPT INLET, AND BASKET C.ANl5TE!<.) G) FINISH ISAADE @ OPTIONAL PEA 51<.AVEL 01<. !<.HS SAND 50C.K (!<.HS-SOCK) FOi<. SANDY 50IL5 @ 1/2-INCH PVC SC.H 80 NIPPLE (INC.LUDED) {J) 1/2-INCH '10-DE<S!<.EE ELBOH (INCLUDED) @ I2-INCH 5HINe A55EMBL Y (INC.LUDED) @ I/2-INCH MALE NPT INLET (INCLUDED) @ PVC SCH 40 TEE 01<. EL 0) LA TE!<.AL PIPE II) 4-INCH BASKET l'<EAVE C.ANI5TE!<. LI I __ ., ::: __ .J FINISH GRADE -----==--=---= AIR/VACUUM ---~~-~i_ __ RELIEF VALVE '= 6" ROUND VALVE BOX 1 /2" PVC COUPLING (TxT) 1 /2" SCH 80 RISER -- (LENGTH AS REQUIRED) BRICK SUPPORTS (THREE) 3/4" GRAVEL SUMP (1 CUBIC FOOT) PVC PIPING AND FITTINGS HYDROZONE MAP LEGEND LOV'l V'lATER -DRIP MODERATE V'lATER -DRIP HIGH V'lATER - OVERHEAD SPRAY $ FOUNTAINS Ii ' ' ' i North NTS SEE SHEET II FOR ADDITIONAL IRRIGATION DETAILS I SEE SHEETS II FOR IRRIGATION NOTES 6 4-4-2016 POTABLE SERVICE LINE CROSSING J ROOT WATERING SYSTEM-RWS SERIES TECHLINE AIR RELIEF (PLUMBED TO PVC) 0 0 + 0 0 1 + ~ sl-~I + ~- + ~· 0 ~ 6 0 9 7 5 M Tipping Rain Gauge with ET Manager Cartridge N.T.S. ~"!I~ l l ;~j 4 CD 0 0 0 ® ® 0 ® ® @ (iJ) @ RAIN BIRD ET MANAGER TIPPING RAIN GAUGE: RAIN BIRD ETM-RG (DIMENSIONS 3145" H X 11145" W X 3½" D) RAIN BIRD ESP-LX MODULAR CONTROLLER WITH ET MANAGER CARTRIDGE 1-INCH PVC SCH 40 CONDUIT AND FITTINGS 1 ½-INCH PVC SCH 40 CONDUIT AND FITTINGS 1-INCH PVC SCH 40 CONDUIT TO POWER SUPPLY CONNECT TIPPING RAIN GAUGE TO ET MANAGER CARTRIDGE 30' LENGTH OF WIRE TO TIPPING RAIN GAUGE (INCLUDED). CUT TO REQUIRED LENGTH. IF ADDITIONAL DISTANCE IS REQUIRED THE RAIN GAUGE CAN HAVE A MAXIMUM CABLE RUN OF 500'. USE 18 AWG AS A MINIMUM WIRE SIZE FOR ADDITIONAL CABLE. MOUNTING SCREWS (NOT INCLUDED) MOUNTING PLATE WITH 2 MOUNTING HOLES WIRE NOTCH RAIN DRAINAGE HOLES LEVEL SURFACE OR BRACKET DATE INITIAL ENGINEER OF WORK APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DATE, 04-04-2016 DRAY'IN BY, rla 2681 HOWARD ASSOCIATES landscape architecture 2442 second avenue san diego ca 92101 619 718 9660 "AS BUil T" TITLE DATE REVIEWED BY: [m CITY OF CARLSBAD I SjE~TS I 2 PLANNING DIVISION IRRIGATION DETAILS FOR MILES PACIFIC SUBDIVISION MODEL HOMES I APPROVED {~~ s-f;;ll-&\--I I'.;--;-r 1o PLANNING DATE OWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: CT-12-01 483-4M RVWD BY: . . ' . . -' . . -' . . , . . . . . . . . . . . . . . . . . . -' . , . . . . ---~-~-••••••• :::::: > •• . . . . . . : :· ; ; ; ; : i ; '. : : : : : '. : :I / '. '. : i j j '. ; [ ; : [ ; ; _: i : f ; ; [ : i i i : . : : : : : : : : : : :0· .. :/ /::::::::::.:::::::::::::::: I>---~"'-..... :::::::· / ;:::::::::··::::::.:::· ' , -' . . ...... ,:::"••-........ : v-'.' J,-,. • • •••• _j, •••••• ' •••• .... ,,.. /·········· ...... ,, p._...,_,;___. •• __.;,--/'"''·•··········,·· •• ,. ..,,/ .---;o::.::::::::::=:::······ /, . . . . . ' . . 0 \ .. . . . . . . .. . . . . . " . ~~~~--·::::::: :···:::· ... ~ Lot 3 Plan 5 PE 96.5 12' BTH ------ \ \ '\ ------ \· \ \ •, \ 1,..-----_ .. Lot 2 Plan 3 PE 100.3 • X X X X X • // ., j • • • • ..... --. ~== -·-■::.=. ---- 1.~. ; ■::-<'.'~-.. I 42>" fiU[Tf .. ··•· ..... .. .... .>'. •.. ' I L ./\■-··· 7•···········, SE>" eox • • • • .-q-..... ■1-■V5 ■lli -~ 56" BOX ■u.1 -~ ■ts S6"BOX -~ .~ • • • North KEY MAP c I NTS ----NOTE, ALL SLOPES SHALL RECEIVE FLATTED GROUND COVER AS SHOV'IN. SEE EROSION CONTROL NOTES SHEET 16 ' ' ' r \ ! ! ! NOTE, PARKV'IAY SHOV'IN SCREENED ARE PER PRODUCTION PLANS. SEE SHT 15 FOR UPSIZING IN FRONT OF HODELS. ~ 4-4-2016 0 5' 10' 30' i i i DATE, 04-04-2016 DRAV'lN BY, rla2681 Scale 1" = 10' HOWARD ASSOCIATES APPROVED FOR PLANTING landscape architecture 2442 second avenue san diego ca 92101 619 718 9660 AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" TITLE DATE REVIEWED BY: ~ CITY OF CARLSBAD l1R7 t----t----+------------------11------+--+--+----l ~L!_-U==3::::::'..:::====PLA=N=N=IN=G=D=IV=IS=IO=N====:::'...'::~:::::::::=~S PLANTING PLAN FOR: MILES PACIFIC SUBDIVISION MODEL HOMES APPROVED /12,;_ fl\--0 ·";-{"" PLANNING DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CfTY APPROVAL RVWD BY: CT-12-01 483-4M • • • , .. ~ii■~-.: ... ··· • • 1 ..... . •-·-"••pLS: ... =.=•·=-• =-•=•=•=•===----------------,w"www,: ,•-----"'" ~~~ •w,,,,,, C '>••·\,; y w~"•~ • -, ·r""" " -,--.-.. ~,."" .. "~;:··r.-.. ~~s;~~~w,./ ~,•_,.,µ~,.--,. ... . ..... LANAI DRIVE KEY MAP NTS 8' EAf:>EMENT 42" HT FENCE PER APPROVED PRODUCTION FLANS 48:3-4L I :'/15HT LINE; I I 1PLANT/IRRl5ATE PER ;APPROVElD PRODUCTION ;PLAN548ll-4L -----NOTE, PARKWAY SHOWN SCREENED w > -0::: C) CD Q a: i I Q - ARE FER APPROVED PRODUCTION FLANS DATE INITIAL North 0 5' 10' i i Scale 1" = 10' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE INmAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 30' i A 4-4-2016 DATE, 04-04-2016 DRAl'-<N BY, rla2681 ''HOWARD ASSOCIATES landscape architecture 2442 second avenue san die go ca 92101 619 718 9660 "AS BUILT" TITLE DATE REVIEWED BY: I S1Ef I CITY OF CARLSBAD GJIJ PLANNING DIVISION s PLANTING PLAN FOR: MILES PACIFIC SUBDIVISION MODEL HOMES I APPROVED /%--(\ ~ Bll/4: I .2-~ -1..., PLANNING DATE OWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: RVWD BY: CT-12-01 483-4M PLANTING NOTES I. THE C.ONTRAC.TOR 5HALL PROTEC.TIN PLAC.E ALL EXl5TINcS PLANTER AREA5 AND PLANT MATERIAL A5 INDIC.ATED ON THE PLAN5 OR A5 5PEC.IFIED IN THE FIELD BY THE LAND5C.APE ARC.HITEC.T. 2. THE PLANTINcS PLAN 15 DIAcSRAMMATIC.. ALL PLANT LOC.ATION5 ARE APPROXIMATE. B. APPLY A C.ONTAC.T HERBIC.IDE, WHERE WEED5 ARE PRESENT, PER MANUFACTURER'S 5PEC.IFIC.ATION5, A MINIMUM OF TEN DAY5 PRIOR TO C.OMMENC.EMENT OF ANY PLANTINcS OR IRRlcSATION WORK. HEED5, INC.LUDINcS THEIR ROOT5, 5HALL BE ALLOHED TO C.OMPLETEL Y DIE BAC.K BEFORE PROC.EEDINcS WITH WORK. 4. 50IL TE5TINcS 5HALL C.OMPLY WITH 5EC.TION 4, PART F OF THE C.ITY OF C.ARL5BAD LAND5C.APE MANUAL. 5. ALL AREA5 WITH A cSRADIENT OF 6, I OR LE55 TO BE PLANTED 5HALL BE C.R055-RIPPED TO A DEPTH OF 51X INC.HE5 AND 5HALL HAVE 50IL AMENDMENT5 5PREAD EVENLY AND THOROU<SHLY BLENDED PRIOR TO ANY PLANTINcS, C.OMPAC.TED 501L5 5HALL BE TRANSFORMED TO A FRIABLE C,ONDITION. ON 5LOPE5, ONLY AMENDED PLANT PIT5 NEED MEET THl5 REGUIREMENT. 5EE 5PEC.IFIC.ATION5 5.1 FOR 50IL AMENDMENTS. 6. EAC.H PLANT 5HALL REC.EIVE AcSRIFORM PLANT TABLET5 A5 FOLLOW5, FLAT 5IZE PLANT (I) 1 cSRAM I <SAL C.ONTAINER (I) 21 cSRAM 5 <SAL C.ONTAINER (B) 21 cSRAM 15 <SAL C.ONTAINER (5) 21 cSRAM 1. BAC.KFILL 5HALL C.OMPLY WITH 5EC.TION 4, PART F OF THE C.ITY OF C.ARL5BAD LAND5C.APE MANUAL. e,_ PLANT5 5HALL BE INSTALLED PER PLANTINcS DETAIL5 PROVIDED IN THE5E PLAN5. PLANT MATERIAL 5HALL NOT BE ROOT BOUND. FIVE cSALLON PLANT5 AND LAR<SER 5HALL HAVE BEEN cSROWN IN C.ONTAINER5 FOR A MINIMUM OF 6 MONTH5 AND MAXIMUM OF TWO YEARS. PLANT5 5HALL EXHIBIT HEAL THY cSROf-<TH AND BE FREE OF Dl5EA5E5 AND PE5T5. "I. 5TAKE ALL TREE5 PER DETAIL. REMOVE NURSERY 5TAKE5 AND TIE5 FROM ALL C.ONTAINER 5TOC.K. MAINTAIN 5IDE cSROf-<TH ON ALL TREE5. 10. PLANT ALL AREA5 WITH <SROUNDC.OVER TO WITHIN 6" OF 5HRUB OR TREE TRUNK5. II. PLAC.E PLANT5 NO C,L05ER THAN 24" TO SPRINKLER HEAD5, EXC.LUDINcS <SROUND GOVER. 12. ALL cSROUND C.OVER5 5HALL BE cSUARANTEED BY THE C.ONTRAC.TOR A5 TO cSROf-<TH AND HEAL TH FOR A PERIOD OF 51XTY DAY5 FOLLOWINcS C.OMPLETION OF THE MAINTENANC.E PERIOD AND FINAL AC.C.EPTANC.E OF THE PROJEC.T BY THE OWNER OR OWNER'5 REFRE5ENTATIVE. ALL 5HRUB5 5HALL BE cSUARANTEED BY THE C.ONTRAC.TOR A5 TO cSROWTH AND HEAL TH FOR A PERIOD OF 5IXTY DAY5 FOLLOf-<INcS C.OMPLETION OF THE MAINTENANC.E PERIOD AND FINAL AC.C.EPTANC.E OF THE PROJEC,T SY THE OWNER OR OWNER'5 REFRE5ENTATIVE. ALL TREE5 5HALL BE cSUARANTEED BY THE C.ONTRAC.TOR AS TO <SROWTH AND HEAL TH FOR A PERIOD OF THELVE MONTHS FOLLOHINcS C.OMPLETION OF THE MAINTENANC.E PERIOD AND FINAL AC.C.EPTANC.E OF THE PROJEC.T BY THE OHNER OR OHNER'S REPRESENTATIVE. THE C.ONTRAC.TOR, V'IITHIN 15 DAY5 OF NOTIFIC.ATION BY THE LAND5C,APE ARC.HITEC.T OR Of-<NER, 5HALL REMOVE AND REPLAC.E ALL cSUARANTEED PLANT MATERIALS f-<HIC.H FOR ANY REA50N FAIL TO MEET THE REQUIREMENTS OF THE cSUARANTEE. REPLAC.EMENT 5HALL BE MADE f-<ITH PLANT MATERIALS AS INDIC.ATED OR SPEC.IFIED ON THE ORlcSINAL PLANS, AND ALL 5UC.H REPLAC.EMENT MATERIAL5 5HALL BE cSUARANTEED AS 5PEC.IFIED FOR THE ORlcSINAL MATERIAL cSUARANTEE. 15. PROVIDE A B" LAYER OF OR<SANIC. MULC.H IN ALL NON-TURF PLANTINcS AREA5 FLATTER THAN ;1,1 14. f-<HERE TREES AND 5HRUBS ARE PLANTED ON SLOPES, THE FRONT $ REAR OF THE PLANTINcS PIT5 5HALL BE cSRADED TO MAX. I, I 5LOPE. EROSION C.ONTROL FABRIC, 5HALL BE INSTALLED ON THE5E 5LOPE5. NOTE, ALSO SEE TREE STAKING Df:TAIL CD TFtEE OR SHRUB ROOTBALL @ DIS HOLE 2X V'-IIDTH AND OEPTH OF ROOTSALL AND Fll.L HITH 1"4ATER AND ALLOH TO PERCOLATE INTO 5UBSOIL. ® FILL HOLE HITH 6" DEPTH NATIVE BACKFILL MATi:RIAL. TAMP AND MOUND SLIGHTLY. 0 SET ROOT BALL IN HOLE SO THAT ROOT CROY'\N IS I" ASOVE FINISH SR.,6,,DE. ® ~LAc,E 6ACKFILL MATERIAL (PER SOILS ~T) UP TO 2/B THE HelGHT OF THE ROOT 6ALL, TAMPIN6 ANO SETTJ..INIS AROlJHO Jil.EMAINING 1/5 OF ROOT BALL. © CREATE IRR:16ATION 6ASIN A MINIMUM OF 6" BE'T'ONC:l 51:DES OF fi.OOT SALL. G) IM/iSATE FROM TOP TO SETTLE 6ACKf"'fLL AND SERM, P:ILLIN5 BASIN. ® 'FINISH SAADE 0 FERTILlzeR TA6LET5 PER 501L5 REPORT NOTE, SEE NOTE 14 A60YE ~1---T_r_e_e_lS_h_r_ub_P_la_n_ti_n_g _____________ _ a NOT TO SCALE -' PREVAILINcS 1,-,1.IND AXIS SECTION NOT T"O SC.ALE CD TREE PLANTED PER DETAIL 0 ST AIQ: 6ELOI"{ GROV'IN OF TREE 0 "~NOER TREE TIES" OR APPROVED EQUAL. SECURE l,-,1.ITH 16d 6ALVANIZeD NAIL(~ TOTAL) 0 2" DIAMETER X 10' LONS L..ODeEPOLE PINE ST Al<f: (2 TOTAL) 0 POOTSALL.. NOTE, AL.SO 9I:e meE/=HFWS PLANTING DETAIL NOTE, USE SIN<5LE STAl<E FOR 5<5AL.-S. ALSO SEE NOTE 14 A60VE. @ Tree Staking B c------- NOT TO SCALE POTTINcS NOTES I. POT5 5HALL BE PER POTTINcS SC.HEDULE 2. BAC.KFILL POTS V'IITH kELLOcScS'5 SUPPLY MIX OR EQUAL AS APPROVED BY LANDSC.APE ARC.HITEC.T ;I. PROVIDE PLANT TABS PER PLANTINcS NOTES 4. ORDER ALL POT5 MIN. 4 Y'IEEKS IN ADVANC.E OF DELIVERY. 5. POT5 AVAILABEL THROUcSH, cSOODV'IIN INTERNATIONAL -(114) 241-0"142 NOTE, FRODUGTION FARKJAIAYS IN FRONT OF LOTS 1-3 UFSIZE (2) RHUS LANCEA FROM 24" BOX TO 36" BOX SIZE UFSIZE (I) BUTIA C..AFITATA FROM 8' BTH TO 12' BTH UFSIZE (8) 5 GAL AGAVE ATTENUATA TO 15 GAL UFSIZE (11) ANIGOZANTHOS FROM I GAL TO 5 GAL 6ROUNDe,oYER PLANTED PER PLANTIN6 LE6END © Groundcover Spacing NOT TO SCALE 0 ROOT BARRIER, 1'1.$" DEEP ''BIO-BARRIER" . ® PAVED SURFAC,E ® FINISH (5.R.A.DE 0 ROOT 6AL..L © TREE TRUNK @ Root Barrier ® Vine Planting NOTE, ROOT 6A'RRlER SHALL BE INST AL.LED F~ ANY TREE 1-'!ITHIN 5' OF A PAVING. NOT TO SCALE 0 VINE ATTACHED TO SURFACE OF J,',IALL OR FENCE l,-,1.ITH VINE TIES 0 EXISTINIS HALL OR FENC.E 0 PLANT 50 THAT GRC>l-'4N IS I" ABOVE FINISH <5l<ADE 0 4" J,11..4,,TERINIS BASIN ® PJ..ANT TABLETS PER PLANTIN5 NOTES OR SF'EGIFICATIONS 0 FINISH 6RADE G) BACic;::FILL MIX PER PLANTING-NOTES OR SPECIFICATIONS 0 2X RC>OTeALL DIAMETER 0 UNDISTURBED NATIVE $OIL @) ROOTBALL SECTION NOi IOSCALE PLANT LEGEND SYMBOL BOTANIC-AL NAHe TREES AM AREIUll.15 'MARINA' MULTI BP BRACHYCHITON POPULNE:U5 BC SUTIA CAP/TATA GL GA551A LEPTOPHYLLA CT CHITALPA TASHKENTENSIS Cl CITRUS SPF. EG ERYTHRINA C.AFFRA FN FIClJ5 M. NITIDA 5TANDAAD FR FIClJ5 RUBIISIN05A 'l'-'IULTI' KF HOY'EA FORSTERIANA 'MULTI' PR SYA5R.U5 ROMANZOFFIANLIM GOMMON NAME MARINA AREllJTIJS BOTTLE TREE SIZE 24" SOX 24" SOX PlNDO PALM 12' BTH <50LD MEDALLION TIOEE 24" BOX C.HITALPA 24" BOX clTRlJS 24" Box CORAL TREE 56" eox INDIAN LAUREL Fl<5 Sb" BOX MUL Tl RUST'Y'LEAF FIS-4f," eox MULTI FAAADISE PALM 24" eox GUEEN PALM 48" BOX PH PODOCARPUS HENKELI I LON6 LEAFED YELLOJ;',IHDOD 24" eox RL RHU5 LANCEA G SYAGRU5 ROMANZOFFIANUM TT TIPUANA TIPU TG TRl5TANIA CONFER.TA LAR6E SHRUBS Ah ABUTILON HYESRIDUM ACJ AGAVE ATTENUATA ,.,, Bt Bp C.b Ch r,., A6AVE 'BJ..UE <51.01,-,1' BOUeAINVILLl:A TORCH GLOi-'I BRU6MAN51A 'PEACHES N' CREAM' CASSIA 6ICAP5ULARl5 CHAMAEROF5 HUMILl5 'MULTI' DODONAEA V. 'PURFUREA' AFRICAN 5UMAC 24" eox GUEEN F'AL..M e,• BTH TIPlJ TREE 56" SOX BRISBANE BOX 24" eox FLO.r-!Efii!.ING MAPL.f: 15 GAL. AGAVE 156AL.. BLLJE 5LOH Al&AVE ~A/NVILLCA ANGEL '5 TfWMPET HINTER C.ASSIA 15 <SAL ISGAL 15 <SAL 5 <SAL MlJL Tl TRUNK FAN PALM 24" BOX Ef ECHIUM FA5l1J05UM PRIDE OF MADEIRA l56AL 5 <SAL F!! FElJOA SELLOl,-,IIANA PINEAPPLE GUAVA Kb KALANGHOE 6EHARf:N51S FELT PLANT Ps PHILODCND'RON SELLOUM TREE PHILODENDRON Pr-PHORMIUM TEN.AX 'R.USRUM' NEH Zf:ALAND FLAX PY PH01'.MIUM TENAX 'VARIEGATA' NEH Zf:ALAND FLAX Pm PRUNUS C. 'MONU5' Dl,-,1.ARF CAROLINA CHERRY Rt:!' RHAPIS EXCEL.SA LAL?Y PALM Tc. TECOMA 'ORANISE JUBILEE' ORAN5E 6ELL5 SHRUBS ACACIA 'COUSIN ITT' COUSIN ITT ACACIA V ALOE PLICATILl5 ALOE I< ANIISOZANTHOS 'HARMONY' KANG-ARGO PAW B T D C. H L R F y N E M p X J eoueAINVILLEA ROSENl<A eoueAINVILLEA 'TO~H 6-LOl,-,I' <OALLISTEMON 'EIETTER JOHN' CHONOROPET ALUM reG TOR.UM GISllJS PURPUREA HARDENBERIA 'MEEMA' LANTANA 'eGLD MOUND' LANTANA 'RADIATION' LOROF'ETALUM CHINENSE: l'--f'fRll.15 COMMUNIS NANDINA 'LEMON LIME' NEPHROLEPIS GORDlFOLIA PELARCSONIUM 'CHOCOLATE MINT' PENNl5El1JM 5. 'STERILE CSREEN' PHILODENDRON XANADU PHLOMIS 'EDHARD BOHL.ES' SALVIA LEUC.ANTHA H SALVIA 'HINNIFRED <SILMAN' SMALL SHRUBS @ AEONIUM A!<SBOF<ELJM @ A<5APANTHUS 'HHITE' () ALOE VEAA {J) FELIC.IA AMELLOIDE5 Ell FESTlJCA '515KYOU BLUE' @ l<ALANC.HOE LUC.IAE @ LIMONIUfvl PEREZII ~ LIRIOPE MlJSC.ARI (9 M1.JHLENE'>ER<51A C.APILLARIS BOIJ<5AINVILLEA eoueAINVILLEA BOTTLE BRUSH c.APE RIJSH ROGKROSE LILAC VINE LANTANA LANTANA FRINGE FLOIAIER MYRTLE HEAVENLY BAMBOO SY'IORD FERN ISERANIUM FOUNTAIN S-RASS XANADU JERUSALEM SAS-E MEXICAN 5A5E SA6E AEONIUM LILY OF THE NILE ALOE BLUE MAR<51JERITE SISKYOIJ BLUE FE5C.UE PADDLE PLANT SEA LAVENDER. FLAX LILY PINK MUHL'!' @ RHOEO 5PATHAGEA 8 SENECIO GYLINDRICUS MOSES IN THE <OAADLE NARROl,-,I LEAF GHAL..1<5 TICKS DATE 5 <SAL IS <SAL 5 GAL 15 $AL 15 SAL 24" BOX 15 SAL IS <SAL 5 6-AL 15 15-AL 5 <SAL 5 <SAL 5 SAL 5 GAL 5 <SAL 5 GAL 5 <SAL 5 <SAL 5 SAL 5 SAL 5 6AL 5 eAL 5 6AL 5 <SAL I <SAL 5 5AL 5 6-AL 5 5AL 5 GAL 5 <SAL 5 5AL 5 6AL 5 GAJ.. I <SAL 5 5AL I <SAL 5 SAL 5 GAL I <SAL 5 S<AL INITIAL ENGINEER OF WORK GlUANTITY UNLESS SHOl'IN OTHERWISE I 1 4 2 2 6 20 30 13 5 s 20 1 4 ,;q 103 21 e, 26 15 II 10 53 26 10 qs e,q 124 15 14 100 21 30 14q v-rucoLs L L L M L M L M M M M M L M L M M L L L M L L L L L L M L L M M L L L M L L L L L L L L M L L M M L M L L L L L L L L L L M M M L . ·-~ ·-----------------------·-----------------·------------····- VINES [I SOUGAINVILLEA 'CALIFORNIA <SOLD' BOUGAINVILLEA 15 cSAL ESPALIER A, Dl5TICTJS SUGCJNATORJA BLOOD ~D TRUMPET VINE: 15 15AL STAKED &, LONICEAA HILDEBRANDIANA 6URME9E HONEYSUCl<LE 15 5,A.L ESPALIEFi!. £ MAc;.FADYENA UNiSl,115-CATI CATCl..,Al,-,1 VINE 15 6-AL STAKED 6ROUNDCOVER ~ ~ mm □ □ II 8:3 PLAN/ LOT MYOPORUM 'PUTAH CREEK' COYOTE 6U5H FLATS G 1.2" O.C,,. ROSMARINLIS FROSTRATIJS ROSEMARY FLATS s 12" O.C. SENEGIO MANORALISCAE BLUE CHALK5TICJS I GAL @ 12" O.C. PLATANUM TE PASPALUM SEASHORE PASPALUM SSO 5.F. 3" LAYER 51-!REDDED BARK 550 S.F. iSRAVEL ARTIFICIAL. llJRF -SYNFESCUE 254 585 5.F. POT LEGEND SYMBOL BOTANIC.AL NAME/SIZE DIETES SIGOLOR -5 eAL.. CO~YLIN:E 'ELECTRIC PINK' MATCHED -15 GAL. PENNISETUM S. RUSRUM -5 6AL 6ULBINE FRUTE¾ENS-5 .SAL IN URN FATSIA JAPONICA -15 SAL LOROF'ET ALUM CH. 'RAZZLEBERRY' -5 GAL AISAPANTHU5 ORIENTALIS -S S-AL C.ITI-WS 'DKA.RF' -15 eAL PHORMIUl-1 'TOM THUMB' -I GAL. ANNUAL COLOR -(IO) 4" POTS DIETES SIC.OL.OR -5 6AL A6AVE AMERICANA MA~NATA -15 SAL ALOE 5PIN051551MA -5 SAL NA5ELLA PULGHRA -I GAL SUPPLIER (OR EQUAL AS AFF'D SY L. ARCH) rs eAL / MODEL / COLOR 5 <SAL PLAN 5 -LOT 5 .r-lES CERAMICS 'VASO PELON' SCRIES, VP2/:> VPl1 MAGETON URN, COLOR TO BE 'CAFE' AVAILABLE, V'li,,y.{.MADDPOTTER.GOM PLAN 3 -LOT 2 IAIES CERAMICS 'NAPDI', 'MARC-EAATA', NAPL MACE 'PERUGLA', fi 'COPA LISO' SERIES. COLOR TO SE 'OLIVE' AVAILASL..E, ~.MADDPOTTER.COM 4-4-2016 10 4 b so I <SAL C.LS L M M L L L L H 4"POTS PERSM DATE, 04-04-2016 DRAV'IN BY, Vl"N Ml• rla2681 HOWARD ASSOCIATES landscape architecture APPROVED FOR 2442 second avenue san cliego ca 92101 619 718 9660 PLANTING AND IRRIGATION ONLY, "AS BUil T" INCLUDING PRECISE TITLE DATE LOCATION OF PLANTING REVIEWED BY: AREAS. [JI] CITY OF CARLSBAD ~ 5 PLANNING DIVISION s PLANTING LEGEND, NOTES AND DETAILS FOR: MILES PACIFIC SUBDIVISION MODEL HOMES APPROVED /1:,,.J,,, &[. ~\ ;;-t ?·~-,..., PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL I I CHKD BY: CT-12-01 483-4M REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: SECTION 02483 -LANDSCAPE FINISH GRADING AND PLANTING 1. GENERAL THE GENERAL AND SPECIAL C □NDITI □NS OF THE CONTRACT APPLY TD THE V□RK OF THIS SECTI□N AS THOUGH VRITTEN HEREIN. 2. SCOPE OF V □RK 2.1 FURNISH ALL LABOR MATERIALS, AND EQUIPMENT TO PROVIDE AND INSTALL SOIL PRE PARA TI□N, FINISH GRADING, AND PLANTING AS DESCRIBED HEREIN AND UPON THE PLANS. 2.2 THE CONTRACTOR SHALL ADEQUATELY PROTECT THE V□RK, ADJACENT PROPERTY, AND THE PUBLIC, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE, INJURY, AND LOSS DUE TO HIS ACTS OR NEGLECT, 2,3 V□RK NOT INCLUDED, ROUGH GRADING AND DRAINAGE, 3, SAMPLES, TESTS, AND INSPECT!□NS 3.1 THE SOURCE OF THE PLANT MATERIAL SHALL BE FURNISHED IF REQUESTED BY THE LANDSCAPE ARCHITECT, 3.2 ANY SAMPLING, TESTING, OR INSPECTION COSTS OF MATERIALS ARE TO BE BORNE BY THE CONTRACTOR, AND COPIES OF INSPECTION CERTIFICATES, REQUIRED BY LAV, SHALL BE FURNISHED TO THE □VNER VITH□UT CHARGE, 3.3 THE LANDSCAPE ARCHITECT MAY, AT THE □VNER'S REQUEST, VISIT NURSERIES AND TAG SPECIFIC TREES FDR INST ALLA TI□N, 4, MATERIALS PLANTS, 4.1 NOMENCLATURE, SEE PLANT MATERIALS LABELED ON LANDSCAPE PLANTING PLAN, 4.2 CDNDITI□NS, PLANTS SHALL BE SYMMETRICAL, TYPICAL FDR VARIETY AND SPECIES, SOUND, HEAL THY, VIGOROUS, FREE FROM PLANT DISEASE, INSECT PESTS DR THEIR EGGS, EXCESSIVE ABRASIONS OR OTHER OBJECTIONABLE DISFIGUREMENTS, AND SHALL HAVE HEAL THY, NORMAL ROOT SYSTEMS, VELL FILING THEIR CONTAINERS, BUT NOT TO THE POINT OF BEING ROOT BOUND, TREE TRUNKS SHALL BE STURDY AND VELL HARDENED-OFF, PLANTS SHALL NOT BE PRUNED PRIOR TD DELIVERY EXCEPT AS AUTHORIZED BY THE LANDSCAPE ARCHITECT, IN NO CASE SHALL TREES BE TOPPED DR PRUNED BEFORE DELIVERY, PLANTS SHALL BE GROVN IN NURSERIES VHICH HAVE BEEN INSPECTED BY THE STATE DEPARTMENT OF AGRICULTURE AND HAVE COMPLIED VITH ITS REGULATIONS, 4,3 IDENTIFICA TI□N• PLANTS SHALL BE OF THE VARIETY AND SIZE REQUIREMENTS HEREIN. ONE OF EACH BUNDLE OR LOT SHALL BE TAGGED \,'ITH PLANT NAME IN ACCORDANCE \,'ITH RECOMMENDATIONS OF THE AMERICAN ASSOCIATI□N OF NURSERYMEN, 4.4 SUBSTITUTIONS, SUBSTITUTIONS FDR THE INDICATED PLANT MATERIALS MAY BE PERMITTED, PROVIDED THE SUBSTITUTE MATERIALS ARE APPROVED IN ADVANCE BY THE LANDSCAPE ARCHITECT AND CITY LANDSCAPE INSPECTOR AND THE SUBSTITUTIONS ARE MADE AT ND ADDITIONAL COST TD THE 01,'NER, EXCEPT FOR THE VARIA Tl □NS SD AUTHORIZED, ALL SUBSTITUTE PLANT MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THESE SPECIFICATl □NS, IF ACCEPTED SUBSTITUTE MATERIALS ARE OF LESS VALUE THAN THOSE INDICATE OR SPECIFIED, THE CONTRACT PRICE \,'ILL BE ADJUSTED IN ACCORDANCE \,'!TH THE PROVISIONS OF THE CONTRACT, 4.5 PLANT INSPECTION AND REJECTION• ROOT CONDITION OF PLANTS \,'ILL BE DETERMINED BY THE LANDSCAPE ARCHITECT THROUGH THE REMOVAL OF EARTH FROM THE ROOTS OF AT LEAST T\,'O PLANTS BUT NOT MORE THAN 21/. OF THE TOTAL NUMBER OF SPECIES FROM EACH SOURCE, 5. MATERIALS 5.1 SOIL AMENDMENTS, ALL AREAS TO BE PLANTED AND IRRIGATED VHICH ARE LESS THAN 3•1 IN SLOPE ASPECT SHALL RECEIVE SOIL AMENDMENTS, UNLESS □THER\,'JSE NOTED. THE F□LLO\,'ING SOIL AMENDMENTS ARE TD BE USED AS THE BASIS FOR BIDS, ONCE ALL SITE IMPROVEMENTS ARE IN PLACE AND APPROXIMATE FINISH GRADES ESTABLISHED, THE CONTRACTOR SHALL FURNISH TD THE 01,'NER A SOILS REPORT MADE FROM THE SURFACE AND SUBSURFACE (18' BELO\,' GRADE) SOIL BY SOILS AND PLANT LABORATORY, P.□, BOX 11744, SANTA ANA, CALIFORNIA 92711; (714) 558-8333. THE REPORT SHALL INCLUDE PH, N,P,K., SAR, ECE, BORON LEVELS, AND SOIL PARTICLE EVALUATl□N, LANDSCAPE ARCHITECT 8. CITY INSPECTOR SHALL RE VIE\,' 8. APPROVE THIS REPORT PRIOR TO COMMENCEMENT OF SOIL PREPARA TI□N OR PLANTING, GENERAL SOIL PREPARATION, AMOUNT PER 1,000 SQUARE FEET• A, NITROGEN STABILIZED ORGANIC AMENDMENT, 4 CY, YDS,, DERIVED FROM COMPOSED RED\,'DOD SHAVINGS DR FINELY GROUND FIR OR RED\,'OOD BARK, SHALL CONTAIN A MINIMUM 0,5% AVAILABLE NITROGEN. B. 200 LBS. GR □-PD\,'ER PLUS (SO. CAL, ORGANIC FERTILIZER COMPANY), C. 200 LBS. AGRICULTURAL GYPSUM, D. 10 LBS, SOIL SULFUR, 5,1.1 BACKFILL MIX, A, 6 PARTS BY VOLUME ON-SITE SOIL B, 4 PARTS BY VOLUME ORGANIC AMENDMENT PER ABOVE, C. 10 LBS, GR □-PO\,'ER PLUS PER CU, YD, OF MIX, D. 2 LBS, IRON SULFATE PER CU, YD, OF MIX. E. 10 LBS, AGRICULTURAL GYPSUM PER CU. YD, OF MIX. 5,1.2 A COPY OF DELIVERY SLIPS ON ALL MATERIALS USED ON THE PROJECT SHALL BE DELIVERED TO THE 01,'NER, 5.1.3 SUBSTITUTI□NS \,'ILL NOT BE PERMITTED EXCEPT \,'HEN PROOF OF SUBMITTED THAT ANY MATERIAL SPECIFIED IS NOT OBTAINABLE, ALL SUBSTITUTIONS ARE SUBJECT TD REVIE\,' BY THE 01,'NER, 5,2 TREE STAKES, TREE STAKES SHALL BE 2, IN DIAMETER BY 10' LONG NE\,' PINE LODGE POLES TREATED \,'ITH COPPER NAPTHENATE UNLESS □THER\,'ISE NOTED, 5,3 TIES, 5.3.1 PER PLANTING DETAIL. 5.4 IMPORT SOIL OR TOPSOIL• 5.4,1 NATURAL FRIABLE SOIL POSSESSING THE SAME CHARACTERISTICS OF THE EXISTING SITE SOIL. PROVIDE SOIL FREE FROM SUBSOIL, BRUSH, OBJECTIONABLE \,'EEDS, ROCKS, ORGANIC OR INORGANIC DEBRIS, AND CLAY, THE SOIL SHALL BE FREE OF ANY TOXIC SUBSTANCES, ORGANIC OR INORGANIC, SOIL STERILANTS, SALTS; AND NO SOIL REMOVED FROM ROAD BED EXCAVATIONS, 5.4.2 THE CONTRACTOR SHALL FURNISH UPON THE REQUEST OF THE LANDSCAPE ARCHITECT A SOILS REPORT MADE FROM THE INTENDED IMPORT BY SOIL AND PLANT LABORATORY, SEE SECTION 5-A OF THESE SPECIFICATI □NS. THE REPORT SHALL INCLUDE PH, N,P,K, SAR, ECE, BORON LEVELS, AND SOIL PARTICLE EVALUATION, ANY SOILS IMPORTED TD SITE AND FOUND TD BE UNSUITABLE BY THE LANDSCAPE ARCHITECT SHALL BE REMOVED FROM THE SITE AND REPLACED \,'ITH AN APPROVED SOIL AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL PAY ALL EXPENSES FDR SOIL TESTING OF IMPORT MATERIALS, 6, INST ALLA TI □N 6.1 SCHEDULING• PLANTING SHALL NOT COMMENCE UNTIL COMPLETION OF ALL CONSTRUCTION \,'ORK, GRADING, SOIL PREPARATION, \,'EED CONTROL AND SPRINKLER INSTALLATION. ALL CONTAINER STOCK SHALL BE SPOTTED ON-SITE BY THE CONTRACTOR PER PLANS PRI□R TD PLANTING, PLANT PITS SHALL NOT BE EXCAVATED UNTIL THE REV!EV OF PLANT LOCATIONS BY THE LANDSCAPE ARCHITECT, 6,2 SOIL PRE PARA TI□N• 6.2.1 IRRIGATE SITE N□RMALL Y FOR T\,'D \,'EEKS TD GERMINATE \,'EEDS, APPLY CONTACT HERBICIDE PER MANUFACTURER, REPEAT PROCESS IF REQUIRED BY LANDSCAPE ARCHITECT, 6,2,2 APPLY SOIL AMENDMENTS AS SPECIFIED, EVENLY AND AT THE SPECIFIED APPLICA TI □N RATES, 6.2.3 ROTOTILL TOP 6' OF S□IL TD A LOOSE AND FRIABLE CONSISTENCY, 6.2.4 FINISH GRADE TD CONTOURS AND SPOT ELEVATIONS SHO\,'N ON PLANS, 6,2,5 AT TIME OF PLANTING, ALL AREAS TO BE PLANTED OR SEEDED SHALL BE FREE OF STONES, STUMPS, ROOTS DR OTHER DELETERl□US MATTER 1' IN DIAMETER DR LARGER AND SHALL BE FREE FROM ALL \,'JRE, PLASTER, DR SIMILAR OBJECTS THAT \,'OULD BE HINDRANCE TO PLANTING DR MAINTENANCE, 6,2.6 SLOPES STEEPER THAN 3,1 SHALL BE RAKED SMOOTH, BUT SHALL NOT RECEIVE SOIL AMENDMENTS (EXCEPT IN PLANT PITS, IF ANY); UNLESS SPECIFIED ON THE PLANS. 6,3 LANDSCAPE FINISH GRADING, 6,3,1 FINISH GRADING AFTER S□IL PREPARA TI□N SHALL ESTABLISH FINAL FLO\,' LINES AND GRADIENTS FDR UNIFORM VATER DRAINAGE. FLO\,'LINES AND GRADIENTS SHALL BE ESTABLISHED FROM THE HIGH POINT TD THE DRAINAGE OUTLET OR AN INLET STRUCTURE, 6,3,2 FINISH GRADE FDR ALL LA\,'N AREAS SHALL BE 1' BELO\,' SIDE\,'ALKS AND CURBS, EXCEPT AT LOCATIONS THAT DRAINAGE \,'ATER \,'ILL FLO\,' ONT□ DR ACROSS HARDSCAPE, CURBS OR PAVING, AT THESE CONDITIONS, THE GRADE SHALL BE FLUSH OR NOT MORE THAN 1/ 4' BELO\,' HARDSCAPING, FINISHED GRADES SHALL BE OF UNIFORM SLOPE AND GRADE BET\,'EEN POINTS OF FIXED ELEVATIONS DR ELEVATION CONTROLS, AND FROM SUCH POINTS ESTABLISH GRADES. 6,~3 ALL FINISH GRADES SHALL BE FLOATED TO ASSURE A UNIFORM SURFACE \,'ITHDUT IRREGULAR DIPS OR RIDGES, ALL TURF AREAS SHALL BE FLOATED \,'JTH A MINIMUM 4' VIDE FLOAT AND GRADED AvlAY FROM THE ESTABLISHED FLO\,'L!NE, ROLL ALL PROPOSED TURF AREAS AND REFL□AT TO ELIMINATE DEPRESSIONS. 6,3.4 CONTRACTOR SHALL BE RESPONSIBLE FOR BRINGING ALL PLANTING AREAS TD FINISH GRADE AFTER SOIL PREPARATION \,'HICH SHALL BE l' BELO\,' PAVING AND CURBS DR AS NOTED BY SPOT ELEVATIONS. SPECIAL ATTENTION SHALL BE GIVEN TD MAINTAINING CONTINUOUS AND EVEN FLO\,'LINES, AND DRAINAGE A\,'AY FROM STRUCTURES, TD DRAIN INLET DR OUTLETS, GRADES SHALL BE ESTABLISHED TO DRAIN ALL \,'ATER A\,'AY FROM STRUCTURES BEHIND \,'ALLS, \,'HEN DRAINAGE IS DIFFICULT TD ACHIEVE, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND REQUEST A SOLUTION BEFORE CONTINUING, GRADE IN SHRUB AREAS SHALL BE ESTABLISHED PRIOR TO PLANTING TO ENSURE PROPER FINAL PLANTING HEIGHTS, 6,3,5 ALL FILL AREAS AND CONSTRUCTED BERMS DR MOUNDS SHALL BE COMPACTED IN EVEN LEVELS TO A MAXIMUM COMPACTION OF 801/., 6.4 SPACING• \,'HEN PLANT MATERIAL IS SPACED IN RO\,'S, THE TOTAL DIMENSION SHALL BE VERIFIED AND THE PLANTS [QUALL Y SPACED \,'!THIN THE DESIGNATED AREA, \,'HEN PLANT MATERIAL IS SHO\,'N IN A LOOSE PATTERN, THE CONTRACTOR SHALL SPACE THE MATERIAL AS SHO\,'N ON PLANS DR AS DIRECTED BY LANDSCAPE ARCHITECT, GROUND COVER MATERIAL SHALL BE TRIANGULARLY SPACED PER DIMENSIONS INDICTED ON PLANS (\,'HERE APPLICABLD, 6,5 PLANT PITS, PLANT PITS SHALL BE DUG \,'ITH LEVEL BOTTOMS \,'ITH \,'IDTHS AND DEPTHS AS SHO\,'N IN DETAIL DRA\,'INGS, PITS FOR TREES SHALL BE DUG SQUARE. FILL PITS \,'JTH \,'ATER AND ALL □\,' TO DRAIN □UT, PLANT HOLES DUG BY AUGER METHOD \,'ILL BE ACCEPTABLE, BUT SHALL HAVE SIDE VALL ROUGHENED OR SQUARED \,'JTH A SHOVEL, SLICK PIT \,'ALLS CAUSED BY AUGERING IN TOO \,'ET SOIL \,'ILL NOT BE ACCEPTED FOR PLANTING, 6.6 REMOVAL FROM PLASTIC CONTAINERS, ALL CONTAINER STOCK SHALL BE REMOVED FROM CONTAINER IN SUCH A \,'AY AS TO NOT DISTURB THE ROOT BALL, TAP CONTAINER AROUND ALL SIDES AND BOTTOM TO LOOSEN SOIL FROM CONTAINER, TURN CONTAINER UPSIDE DD\,'N AND CAREFULLY SLIDE OUT \,'ITH□UT PULLING ON THE PLANT STEM OR TRUNK. ROOT BALL SHALL BE SUFFICIENTLY MOIST TD PREVENT DISTURBANCE OF ROOTS UPON REMOVAL OF THE CONTAINER, 6.7 HANDLING, ND PLANT MATERIAL SHALL BE PLANTED IF THE BALL IS BROKEN DR CRACKED EITHER BEFORE DR DURING THE PROCESS OF PLANTING, 6,8 SETTING• PLANTS SHALL BEAR SAME RELA Tl□N TO SDIL LEVEL VHEN PLANTED AS THEY DID \,'HEN IN CONTAINER, EACH PLANT SHALL BE PLACED IN CENTER □F PLANT PIT. NO PLANTING SHALL OCCUR DURING \,'EATHER C □NDITJ□NS \,'HICH ADVERSELY AFFECT PLANT MATERIAL OR \,'HEN SOIL IS IN A MUDDY C□NDITI□N. 6.9 PIT BACKFILL PROCEDURE, 6,9,I PLACE AGRIF□RM 21 GRAM PLANT TABLETS IN BOTTOM OF PLANT PITS, ADHERING TD THE PLANTING NOTES, 6,9,2 BACKFILL PIT \,'ITH BACKFILL MIX HALF-\,'AY TD FINISH GRADE AND VATER TH □R□UGHL Y, 6,9,3 BACKFILL TD FINISH GRADE. BACKFILL MIX SHALL BE TAMPED FIRM, AND A SHALL □\,' BASIN FORMED AT PERIMETER OF PLANT PIT TD HOLD ENOUGH \,'ATER TD SATURATE THE ROOT BALL AND BACKFILL MIX, 6,9.4 \,' ATER IMMEDIATELY TO SATURATE ENTIRE ROOT BALL AND BACKFILL. 6.9.5 REMOVE \,'ATERING BASINS PRIOR TD HYDR □SEEDING ON LA\,'N AREAS □NL Yl, 6.10 TREE STAKING, STAKE ALL TREES AS SHD\,'N IN DETAILS, DRIVE STAKES INT□ FIRM S□JL NEXT TD ROOT BALL AND BACKFILL \,'ITH PREPARED S□IL MIX, TREE AND STAKES SHALL BE VERTICAL IN ALL CASES. ONE GALLON AND LINER TREES SHALL BE PLANTED \,'ITH STAKE REMOVED, UNLESS □THER\,'ISE DIRECTED, 6,11 FLATTED GROUND COVER• 6.11.1 ROOTED CUTTINGS SHALL BE PLANTED SUFFICIENTLY DEEP TO COVER ALL ROOTS AND SPACED AS SPECIFIED ON LANDSCAPE PLAN, 6.11.2 GROUND COVER PLANTS (ROOTED CUTTINGS) SHALL HAVE BEEN GRD',/N IN FLATS AND SHALL REMAIN IN THOSE FLATS UNTIL TIME FDR TRANSPLANTING. AT TIME OF TRANSPLANTING, THE FLAT SOIL SHALL CONTAIN SUFFICIENT MOISTURE SD THAT THE SOIL DOES NOT FALL APART \,'HEN LIFTING PLANST FROM FLAT, EACH PLANT SHALL BE PLANTED \,'ITH ITS PROPORTIONATE AMOUNT OF THE FLAT SOIL IN A MANNER THAT \,'ILL ENSURE A MINIMUM OF DISTURBANCE TD THE ROOT SYSTEM. 6,11.3 ROOTED CUTTINGS SHALL NOT BE ALLO\,'ED TD DRY OUT BEFORE OR \,'HILE BEING PLANTED, \,'IL TED PLANTS SHALL NOT BE ACCEPTED, 6,11.4 AT TIME OF PLANTING ALL GROUND COVER PLANTS, THE EARTH AROUND EACH PLANT SHALL BE FIRMED SUFFICIENTLY TO FORCE OUT ALL AIR POCKETS, 6.11.5 EACH GROUND COVER PLANT SHALL BE PLANTED \,'ITH A MINIMUM OF □NE 5 GRAM 20-15-5 PLANT TABLET ADJACENT TD ROOT ZONE, 6,12 MULCHING, \,'HEN PLANTING OPERATIONS ARE COMPLETE AND SHRUB AREAS HAVE BEEN RAKED AND DRESSED, MULCH ALL SHRUB AND TREE \,'ATERING BASINS VITH A 1' LAYER OF GROUND FIR BARK (0 -114' SIZD. DO NOT MULCH PLANTED GROUND COVER AREAS PRI□R TO PLANTING GROUND COVER DR HYDRDSEEDING, DD NOT MULCH TREES IN TURF AREAS, ALL NON-TURF PLANTING AREAS LESS STEEP THAN 3•1 SHALL RECEIVE A 3' THICK LAYER OF MULCH, SUBMIT SAMPLE TD CITY INSPECTOR FDR APPROVAL PRIOR TD BULK DELIVERY TD THE JOB SITE, 6.13 QUANTITIES• IN ALL CASES, QUANTITIES OF PLANT MATERIAL SHALL BE FURNISHED AS NEEDED TO COMPLETE \,'ORK AS INDICATED ON DRA\,'INGS, INCLUDING RESEEDING, REDRESSING, AND MAINTENANCE <REPLACEMENTS) DURING THE CONTRACT PERIOD, 6,14 PROTECTION, THE CONTRACTOR SHALL CAREFULLY AND C□NTINU□USL Y PROTECT ALL AREAS INCLUDED IN THE CONTRACT, INCLUDING LA\,'N AREAS, PLANT MATERIALS, SUPPORTERS, ETC,, UNTIL FINAL ACCEPTANCE OF THE \,'ORK BY THE 01,'NER DR HIS REPRESENTATIVE, 6.15 CLEAN-UP, AFTER ALL PLANTING OPERATIONS ARE COMPLETED, CONTRACTOR SHALL REMOVE ALL TRASH, EXCESS SOIL, EMPTY PLANT CONTAINERS, OR OTHER ACCUMULATED DEBRIS FROM THE SITE AT ND EXTRA COST TO 01,'NER, CONTRACTOR SHALL REPAIR ALL SCARS, RUTS, OR MARS IN AREA CAUSED BY \,'ORK OPERATIONS. AREAS SHALL BE LEFT IN A NEAT AND ORDERLY CONDITIONS. 6.16 INSPECTIONS (PLANTING PHASD, 6.16.l CONTRACTOR SHALL GIVE FORTY-EIGHT HOURS NOTICE AND SET APPOINTMENT FDR ALL REVIE\,'S BY THE LANDSCAPE ARCHITECT, 6,16,2 REVJE\,' BY D\,'NER AND LANDSCAPE ARCHITECT AND CITY INSPECTOR SHALL BE SCHEDULED FDR THE F □LLO\,'JNG OPERATIONS, A, REVIEV OF FINISH GRADING B, REVJE\,' OF ALL PLANT MATERIAL PRI □R TD PLANTING, C, TREE AND SHRUB PLACEMENT PRIOR TD DIGGING HOLES, D, REVJE\,' OF GROUND COVER LINES AND MO\,' CURB PRIOR TO PLANTING, E, START OF MAINTENANCE PERIOD/ACCEPTANCE OF INSTALLATION, F, FINAL ACCEPTANCE AT END OF MAINTENANCE PERIOD, 6.16,3 REVJE\,' SHALL BE CALLED FDR A T END OF ALL PLANTING OPERA TI□NS FDR THE PURPOSE OF DETERMINING COMPLIANCE \,'ITH PLANS AND SPECIFIC A Tl□NS, INTENT, \,'ORKMANSHIP, AND CLEAN-UP, CONTRACTOR SHALL SECURE \,'RITTEN VERIFICATI □N OF REVIE\,' DATA, ANY CORRECTIONS REQUIRED TD \,'ORK, AND LIMITS OF REVJE\,'ED AREAS BEFORE BEGINNING THE DESCRIBED ESTABLISHED \,'ORK, 6.16.4 IN THE EVENT THE CONTRACTOR REQUESTS INSPECTION OF \,'ORK, AND SAID \,'ORK IS SUBSTANTIALLY INCOMPLETE, THE CONTRACTOR SHALL BE RESPONSIBLE FDR O\,'NER'S COSTS, 6.17 OMIT 6,18 GUARANTEE• 6,18.1 ALL SHRUBS, GROUND COVERS, AND LA\,'N AREAS SHALL BE GUARANTEED AS TD GRD\,'TH AND HEALTH OF A PERIOD OF NINETY DAYS AFTER FINAL ACCEPTANCE BY THE 01,'NER OR HIS REPRESENTATIVE; ALL TREES SHALL BE GUARANTEED FOR A PERI □D OF □NE YEAR, 6.18,2 PLANTS \,'HICH DIE DR LOSE MORE THAN 301/. OF THEIR ORIGINAL LEAVES SHALL BE REPLACED UNDER THIS SECTION. 6,18.3 THE CONTRACTOR, \,'!THIN FOURTEEN DAYS OF \,'RITTEN N□TIFICATI□N BY 01,'NER, SHALL REMOVE AND REPLACE ALL GUARANTEED PLANT MATERIALS \,'HICH FOR ANY REASON FAIL TO MEET THE REQUIREMENTS OF THE GUARANTEE. ALL PLANT MATERIAL REPLACED SHALL BE GUARANTEED FOR THE ORIGINAL PERIOD, STARTING FROM THE DATE OF REPLACEMENT, 6.19 ESTABLISHMENT PERIOD, 6.19.1 CONTRACTOR SHALL C□NTINU□USL Y MAINTAIN ALL AREAS INCLUDED IN THE CONTRACT DURING THE PROGRESS OF THE \,'ORK, THROUGH THE ESTABLISHMENT PERIOD, AND UNTIL FINAL ACCEPTANCE OF THE \,'ORK. 6,19,2 THE ENTIRE PROJECT SHALL BE MAINTAINED IN A SATISFACTORY CONDITION FDR A PERIOD OF NINETY CALENDAR DAYS, COMMENCING FROM THE TIME ALL ITEMS OF IR RIGA TI□N AND LANDSCAPE PLANTING \,'ORK HAVE BEEN COMPLETED AS SPECIFIED IN THE FOREGOING ARTICLES OF THESE SPECIAL PROVISIONS TD THE SATISFACTION OF THE LANDSCAPE ARCHITECT, AND UPON THOROUGH GERMINATION OF THE HYDR□SEED AREAS AS DETERMINED BY THE LANDSCAPE ARCHITECT, 6,19,13 CONSTANT DILIGENCE SHALL BE MAINTAINED TO DETECT THE PRESENCE OF DISEASE, INSECTS, AND/OR RODENT INFESTATIONS AND PROPER PREVENTATIVE DR CONTROL MEASURES TAKEN, 6.19.14 ALL SHRUBS AND TREES SHALL BE MAINTAINED IN THEIR NATURAL SHAPES, TALL DR SCRAGGLY BRANCHES SHALL BE TINNED OUT VHERE NECESSARY, IN NO CASE SHALL TREES DR SHRUBS BE TRIMMED BY HEADING DR SHEARING, ANY PLANTS SEVERELY PRUNED IN THIS MANNER SHALL BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE. 6.19.15 ON THE 45TH DAY OF THE ESTABLISHMENT PERIOD, ALL LA\,'N AREAS SHALL RECEIVE TOP DRESSING OF 6 POUNDS OF 16-6-8 COMMERCIAL FERTILIZER PER 1,000 SQ. FT, 6.19.16 ON THE 80TH DAY OF THE ESTABLISHMENT PERIOD, ALL LA\,'N AND GROUND COVER AREAS SHALL RECEIVE TOP DRESSING OF 6 POUNDS OF 16-6-8 COMMERCIAL FERTILIZER PER 1,000 SQ, FT, 6,19,17 AT COMPLETION OF ESTABLISHMENT PERIOD, ALL AREAS INCLUDED IN THE CONTRACT SHALL BE SUBSTANTIALLY CLEAN AND FREE OF DEBRIS AND \,'EEDS, ALL PLANT MATERIALS SHALL BE LIVE, HEAL THY AND FREE OF INFEST A Tl□NS. 6,19,18 ANY ERDSI □N DR SLIPPAGE OF SOIL CAUSED BY \,'ATER!NG SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. 6,19,19 ALL \,'ALKS, CURBS, AND GUTTERS SHALL BE KEPT CLEAR OF DEBRIS, MUD, DUST, AND STANDING \,'ATER BY S\,'EEP!NG, MOPPING, OR HOSING DO\,'N AS REQUIRED TO MAINTAIN CLEANLINESS THROUGHOUT. 6,20 \,'RITTEN NOTICE, AT THE END OF SPECIFIED ESTABLISHMENT PERIOD, THE CONTRACTOR SHALL REQUEST FINAL INSPECTION BY LANDSCAPE ARCHITECT FOR FINAL ACCEPTANCE. ALL ITEMS OF MAINTENANCE ESTABLISHMENT PERIOD AND SPECIFICATIONS ARE SUBJECT TO FINAL APPROVAL BY THE O\,'NER. AFTER FINAL ACCEPTANCE IS GRANTED, CONTRACTOR SHALL PRESENT \,'RITTEN NOTICE TO THE 01,'NER THAT HE HAS COMPLETED THE REQUIRED MAINTENANCE, AND THAT ANY FURTHER MAINTENANCE \,'ILL BE THE RESPONSIBILITY OF THE 01,'NER. END OF SECTION SECTION 7 -CITY OF CARLSBAD LANDSCAPE MANUAL SLOPES 6•1 DR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED \,'!TH ONE DR MORE OF THE F□LLO\,'ING PLANTING STANDARDS• o, STANDARD 1 -COVER CROP/REINFORCED STRA\,' MATTING• COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GER MINA TING AND FAST COVERING GRASSES, CLOVERS AND/DR \,'JLD FLO\,'ERS, SUBMIT THE SPECIFIC SEED MIX FDR CITY APPROVAL PRIOR TD APPLICATION, THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TD PROVIDE 901/. COVERAGE \,'!THIN THIRTY (30) DAYS, TYPE OF REINFORCED STRAV MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER, b. STANDARD #2 -GROUND COVER □NE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED \,'!TH A GROUND COVER KNO\,'N TD HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE \,'!THIN ONE YEAR), c, STANDARD #3 -LO\,' SHRUBS LO\,' SPREADING \,'DODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (701/.) PERCENT OF THE SLOPE FACE (AT MATURE SIZD. cl, STANDARD #4 -TREES AND/OR LARGE SHRUBS TREES AND/DR LARGE SHRUBS SHALL BE <PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF □NE (!) PER T\,'D HUNDRED (200) SQUARE FEET, SLOPES -6•1 DR STEEPER AND• o, 3' DR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TD PUBLIC vlALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. b, 3'-8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 <EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2,#3, AND #4, AREAS GRADED FLATTER THAN 6•1 REQUIRE STANDARD #1 (COVER CROP) \,'ITH TEMPORARY IRRIGATION \,'HEN THEY HAVE ONE OR MORE OF THE F□LL□VING CONDITIONS• o, SHEET GRADED PADS NOT SCHEDULED FDR IMPROVEMENTS \,'!THIN 6 MONTHS OF COMPLETION OF ROUGH GRADING, b, A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY, c, IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TOT HE PUBLIC OR HAVE SPECIAL CONDITIONS THAT \,'ARRANT IMMEDIATE TREATMENT, APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~ 4-4-2016 TITLE DATE, 04-04-2016 DRA>'IN BY, rla 2681 HOWARD ·· A S S O C I A T E S landscape architecture 2442 second avenue san die go ca 92 l 01 619 718 9660 "AS BU IL T" DATE REVIEWED BY: 1----+--+------------+---+---+----1--------1 ~6 CITY OF CARLSBAD 11Rls l__JJU~==='--'=====PLA==N=:N:=IN::::G:::::::::D:=IV::::IS:=10::::N=====--'=~==:~Sj PLANTING SPECIFICATIONS FOR: MILES PACIFIC SUBDIVISION MODEL HOMES APPROVED 11;;,?() ~-t:-J \-.d\--'?· ~-l'"" PLANNING DATE DWN BY: I I DATE INITIAL PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL crTY APPROVAL RVWD BY: CT-12-01 483-4M I i PART I -5ENERAL I.I 6ENEAAL CONDITIONS, The general conditions, special conditions, and Division I, are an added part of this section cmd the contract for this Y<ork shall apply to this section as fully as if repeated herein. 1.2 SC.OPE, The Y<ork includes all services, labor, materials, transportation and equipment necessary to perform the Y<ork Indicated on the draY<lngs and as specified. o,,,.ner/developer Y<ill obtain and pay all permits required by governing authorities. All on site, reclaimed Y<ater piping shall be lnstal led In accordance Y<ith the uniform plumbing code and al I other local governing codes, rules, and regulation. All piping shall be continuously and permanently marked Y<lth the manufacturer's name or trademark, nominal size, and schedule or class indicating the pressure rating. PERMITS AND LICENSES Unless otherY<ise stated, secure the required licenses and permits Including payments of charges and fees, give required notices to public authorities, and verify permits secured or arrangements made by others ciffectlng the Y<ork of this section. ~ter meters and poY<er meters ,-,;1 I be the responsibility of the o,-,ner and/or his representative for instcil latlon and permit fees. I.2.I RELATED V'lORK, I. Landscaping section 024eo 2. Compliance to c.rty of Carlsbad reclaimed Y<ater standards 1.2.2 GUALITY ASSURANCE .I GUALIFIC.ATIONS OF INSTALLERS Provide at least one person ,-,ho shall be present at all times during execution of this portion of the Y<Ork and Y<ho shall be thoroughly familiar ,-,1th the type of materials being Installed, the material manufacturer's recommended methods of installation, the C.ity of Carlsbad reclaimed ,-,ater standards and Y<ho shall direct all ,-,ork performed under this section. .2 C.ODES AND STANDARDS In addition to complying ,-,;th all pertinent codes and regulations, comply ,-,;th the latest rules of the National Electrical C.ode and Electrical Safety Orders of the State of C.allfornla, divisions of Industrial safety, for all electrical Y<ork and materials. Refer to the latest edition of the 6reen 6ook Standard Specifications for public Y<orks construction v<here applicable. The C.lty of Carlsbad reclaimed ,-,ater standards, latest editions and rules and regulation for reclaimed ,-,ater service In the C.ity of Carlsbad. Latest editions are Incorporated Into these specifications by reference v<here reclaimed ,-,ater is proposed. 1.:3 SU6MITTALS, .I Submit complete material list prior to performing any Y<ork. Submit catalog data and foll descriptive literature Y<henever the use of items different than those specified Is requested. Submit notarized certificates by plastic pipe and fitting manufacturers indicating that material complies v<lth specifications, unless material has been previously approved. .2 Submit material list using the follov<lng layout (Double spaced betv<een each item) Item Description Manufacturer Model No. I. Pressure Mainline Lasco SC.H. 40 2. LaY<n Head Rainbird I8O6-I2F B. Etc. Etc. Etc. .:3 Equipment or materials Installed or furnished v<ithout the prior approval of the Landscape Architect or C.lty inspector may be rejected and such materials removed from the site at no expense to the oY<ner/developer. .4 Approval of any Items, alternative, or substitution lndi<oates only that the product(s) apparently meet the requirements of the drav<lngs and specifications on the basis of the Information or samples submitted. .5 The contractor Is responsible for performance of substituted items. If substitution proves to be unsatisfactory, the contractor shall replace It v<ith originally specified Item at no cost to the o,-,ner/developer. 1.4 6UARANTEE, . I Submit Y<ritten guarantee in approved form that all v<ork sho,-,Jng defects in materials or Y<orkmanshlp Y<lll be repaired or replaced at no cost to the o,-,ner/developer for a period of one year from the date of acceptance by the ov<ner/developer. .2 The guarantee form sha 11 be retyped onto the contractor's letterhead and contain the follo,-,Ing Information, A 6uarantee for Irrigation system -(Project name). Y'le hereby guarantee that the irrigation system v<e have furnished and Installed for (project name) Is free from defects in materials and Y'lorkmanshlp, and the l'lork has been completed in accordcince Y'lith the dra,-,ings and specifications, ordinary Y'!ear and tear and unuwal abuse, or neglect excepted. ll'le agree to repair or replace any defects in material or Y'lorkmanship Y<hich may develop during the period of I year from date of acceptance and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the o,-,ner/ developer ll'le shall make such repairs or replacements Y<lthin a reasonable time, as determined by the o,-,ner/developer, after receipts of v<rltten notice. In the event of our failure to make such repairs or replacements ,-,;thin a reasonable time after receipt of v<rltten notice from the o,-,ner/developer, ,-,e authorize the oY<ner/developer to proceed to have said repairs or replacements made at our expense and ,-,e l'lil I pay the costs and charges therefore upon demand. El. PROJECT, (Project name) C.. LOCATION, (Legal description of project property) Signed, Title, Address Telephone Signature and Date, 1.5 OBSERVATION, 1.5.1 INSPECTION SCHEDULE . I In cill cases Y<here observation of the sprinkler system ,-,ork Is required and/or Y'lhere portions of the Y<ork are specified to be performed under the direction and/or observation of the Landscape Architect or C.ity Inspector. The contractor Is responsible for notifying the Landscape Architect or Landscape Coordinator In advance for the follov<ing Inspections, according to the time Indicated, A. Pre-Job conference -1 calendar days 6. Location of Irrigation sleeves -4e hours C.. Layout of control equipment, sprinkler heads and piping -4e hours D. Pressure mainline instal lat Ion and testing -4e hours E. Conformance to regulations for reclaimed ,-,ater -48 hours F. Lateral trench depth check -4e hours 6. Coverage test -48 hours H. Final Inspection -4e hours I. Notify the C.ity of Carlsbad 24 hours in advance or beginning v<ork (160) 8I5-61Oe .2 ll'lhen Inspections have been conducted by other than the Landscape Architect or the Landscape Coordinator, eho>"I evidence of Y'lhen and by v<hom these Inspections v<ere made. . :3 No Inspection ,-,111 commence v<lthout as-built draY<lngs. In the event the contractor calls for an inspection Y<lthout as-built draY'!lngs, Y'lithout completing previously noted corrections, or Y<lthout preparing the system for Inspection, the contractor shall be responsible for reimbursing the Landscape Architect or the Landscape Coordinator at the rate of $100.00 per hour (plus any transportation cost) for the inconvenience. No further inspections ,-,JII be scheduled until this charge has been paid. The C.ity Y<ill require as-built drav<ings to be approved prior to backfilling mainline trench. 1.6 TESTIN6, 5ENERAL .I Furnish all necessary testing equipment and personnel to meet testing requirement. . 2 Correct al I defect and retest until acceptance by oY'!ner and C.Jty. 1.6.1 TESTS .I Make hydrostatic tests only in the presence of the C.ity Inspector i a representative of the ov<ner/developer. Air pressure check all lines that could Y'!eaken or damage any major structures or hardscapes, If Y<ater v<ere used. No pipe shall be backfilled until It has been inspected, tested, and approved (including as-builts). .2 Furnish necessary force pump and al I other test equipment. .:3 Test all pressure mainlines under a hydrostatic pressure of 125 P.S.I. for a period of four hours. .4 All testing shall be approved prior to the Installation of remote control valves, quick couplers, or other valve assemblies. .5 All piping under paved areas shall be tested under a hydrostatic pressure of 125 P.S.I. for a period of four hours and proved ,-,atertlght, prior to the paving operation. 1.6.2 ADJUSTIN5 SYSTEM .I The contractor shall flush and adjust all Irrigation heads and valves for optimum performance and to prevent over spray onto v<alks, roadY'!ays, buildings, ,-,alls and other structures. . 2 If it Is determined that adJustments In the Irrigation equipment or nozzle c.hanges Y<il I provide proper and more adequate coverage, make all such c.hanges or make arrangements Y<lth manufacturer to have adjustment made, prior to planting. .:3 Adjust remote control valves (battery systems) so that the most remote sprinkler heads operate at the pressure recommended by sprinkler manufacturer. 1.6.5. C.OVEAA5E TEST .I Y'lhen the irrigation system Is completed, the contractor shal I perform a coverage test in the presence of the Landscape Architect, Landscape Coordinator or C.lty Inspector, to determine if the >"later coverage for planting areas Is complete and adequate. Furnish all materials and perform all v<ork required to correct any Inadequacies of coverage due to deviations from the plans or ,-,here the system has been Y'llllfully installed as Indicated on the dral'llngs Y<hen it is obviously inadequate or Inappropriate, ,-,;thout bringing this to the attention of the Landsc.ape Architect or Landscape Coordinator. This test shall be ac.compllshed before ciny ground cover of turf is planted. 1.6.4 DIRECT BURIAL CONTROL ll'llRES .I All Y'llrlng shall be teeted for continuity, open circuits and unintentional grounds prior to c.onnec.ting to equipment. The minimum lneulatlon reeistance to ground shall be fifty (50) megaohms. Any Y'lirlng not meeting thle requirement shall be replaced, at the contractor's expense. 1.6.5 FINAL AC.C.EPTANC.E .I Y'lhen all ,-,ork under thle contract hae been completed, Including testing adjuetments, additions or delet1one, the contractor >"1111 notify the o,-,ner for final lnepec.tlon and approval. Final acceptance by the o>"lner does not relieve the contrac.tor of hie responsibility of Y'larranty. 1.1 REC.ORD DRAll'llN5S, 1.1.1 REC.ORD DRAll'llN55 .I Record draY'!lngs shall be prepared and shall sho"' all changee In the l'lork constituting departures from the original contract draY<lngs Including those Involving both constant-pressure and Intermittent-pressure I Ines and appurtenance,;. .2 All conceptual or major design changes, including any changes that may be affected by the requirement,; of these ,standard epeclflc.atlone, ehall be approved by the o,-,ner and Landscape Architect before Implementing the changes In the construc.tlon contract. V>lithout prior approval the contractor may be required to remove and replace part or all of the system at his OY'ln expense, to bring it to the orglnally specified deelgn. Failure to rec.elve prior approval may result In termination of service. .:3 Record accurately on one set of black and Y'lhlte prints oF the Irrigation dra,-,Jngs, all changes In Y'lork constituting departures from the original contract dra>"llngs, Including changes in both preseure and non-pressure I lne. .5 Dimenelon from tv<o permanent pointe oF referenc.e (buJldinge, monumente, slde,-,alke, c.urbe, pavement) all Items as required. Post Information on as-built dra,-,Jngs day to day as the Y'lork Is lnetalled. All dimensions noted on drav<lngs ehall be 1/4 inch in elze . .6 Upon completion of each Increment of Y'lork, all required Information and dimensions shall be traneferred to the record dra,-,rngs. Facilities and items to be located and verified on the record dra,-,rngs. Shov< dimensional location and depth of the fol lo,-,lng, A Point of connection 6. Routing of Irrigation preesure mainlines and all sleeves (dimension maximum 10 feet along routing and all directional changes) C.. Ball valves D. Irrigation control valves E. Gulck coupler valves F. Routing of control v<iree 5. Automatic. controller,; H. Other related equipment (as directed by the Landscape Architect) .1 Maintain as-built drav<lngs on the site at all times. These dra,-,ings are subject to inspection at anytime. .e Make all changes to reproducible dra,-,rngs In Ink (no ball-point pen). Use eradicating fluid v<hen redoing dra,-,1ngs. Changes and dimensions shall be recorded rn a legible and professional manner. Record c.onetruction drca,-,rngs ehcall be mcarntcalned cat the Job-elte during c.onstruction. ."I The Landecape Architect shall provide a complete set of 'as-built' mylare to the C.ity of Carlsbad upon completion oF construction. Landscape Architect >"1111 be required to transfer all as-built Information to mylcar,;. As-bullts shall be provided on ne>"I mylar ,;heets to replace the C.lty signed mylars. 1.1.2 CONTROLLER C.HART .I As-built dra>"llngs shall be approved by the Landsc.ape Arc.hltect or Lcandscape Coordinator before charts are prepared. .2 Provide one controller chart of the maximum size controller door ,-,111 alloY<, for each controller supplied, shol'llng the area covered by that automatic controller and a corresponding legend oF the equipment Installed. .5 The chart shall be a reduction of the actual as-built system dra,-,ing. If the controller eequence Is not legible Y'!hen the dra>"llng le reduced, enlarge It to a ,;lze that >"1111 be readable Y<hen reduced. .4 C.hart :;hall be blac.kllne print and ca different paetel transparent color ueed to eho,-, area of coverage for each etatlon. .5 ll'lhen completed and approved, hermetically seal the chart bet,-,een tY<o pieces of plaetic, each piece being a minimum 20 mils thick. h Charts shall be completed and approved prior to final inspection of the Irrigation system. 1.1.5 OPERATION AND MAINTENANCE MANUALS .I Prepare and deliver to the oY'!ner ,-,rthin 10 ccalendar daye prior to completion of construction, all required and necessary descriptive material In complete detail and properly prepared In four(4) Individual bound copies. Desc.rlbe the mc:,terial installed in sufficient detc:,lls to permit qualified operating personnel to understand, operate and maintain all equipment. Include epare parte list and related manufacturer Information for each equipment item lnstcalled. Each manual ehall Include the FolloY<lng, A. Index sheet stating contractor's c:,ddrees and telephone number. El. Duration of guarantee period. C.. List of equipment ,-,1th namee and addressee of manufacturer's local representative. D. Complete operating and maintenance lnetructione on all major equipment. .2 In addition to the maintenance mc:,nuals, provide the maintenance personnel v<ith instructions for mc:,Jor equipment and ehoY< Y'lrltten evidence to the Landecape Architect or Landecape Coordinator at the conclusion of the Y<ork that his service has been rendered. 1.1.4 C.HEC.K LIST .I Complete the follo>"llng checkllet at the end of the project, using the format ehoY'!n, A. Plumbing permits (If none required, so note) 6. Material,; approval C.. Pressure mainline test (by ,-,horn and date) D. As-bullts dra,-,rngs completed (rec.elved by and date) E. Controller chart completed (received by and date) F. Materials furnished (received by and date) 5. Operation and maintenance manuals furnished (rec.eived by and date) H. System and equipment operation inetruc.tions (received by and date) I. Manufacturer Y'larrantees (rec.elved by and date) J. ll'lrltten guc:,rantee by contractor (received by and date) .2 For,-,ard signed and dc:,ted checklist to Landscape Architect of Lc:,ndscc:,pe Coordinator before final c:,cceptc:,nce of project. l.e 5ENEAAL REGUIREMENTS, 1.e.I C.ode requirement,; shall be those of etate and municipal agencies and regulcatlons locally governing this v<ork, providing that any requirements of the dra>"llngs c:,nd specifications, not conflicting there>"llth but exceeding the code requirement,; ehall govern, unlese ,-,ritten permleslon to the contrary ie granted by the agency. I.e.2 Extreme c.are shall be exerc.ised in exc.avatlng and ""orking In the area due to existing utilltlee. C.ontrac.tor ehall be reeponslble for damages caueed by his operations. l.e.B Connections shall be made at c:,pproxlmately the locations sho>"ln on the dra,-,1ngs. Contractor shall be responsible For minor changee caused by actual site conditions. 1.8.4 Scaled dimensions are approximate. Before proceeding Y<lth c:,ny v<ork, the c.ontrc:,ctor shall cc:,refully c.heck and verify all dlmeneione. l.e.5 Plan locations of heade, valves, controller and pipe lines are diagrammatic and indicate the spacing and relative locations of call Installations. I.eh All lines shall hc:,ve a minimum clearance of six (6) inches from each other, and From llnee of other tradee. Parallel lines ehcall not be installed directly over one another. I.e.1 Dielectric buehlngs shall be used In any connections v<lth piping of dissimilar metal materials. l.e.8 Point of connection shall be approximately as eho,-,n on dral'lings. Connect neY< underground piping and valves and provide all Flanges, adc:,pters or other necessary Fittings for connection. 1.8."i Permieslon to shut off any exletrng ln-uee ,-,ater lines must be obtained 48 hours in advance, In v<rltlng from the OY'lner/developer. The contractor ehall receive lnstructlone from the o,-,ner/developer, ae to the excact length of time of each ehut-off. I.e.IO Contractor shcall acquaint himself ,-,;th all site conditione. 1.e.II Maintenance. The entire irrigation eyetem shall be under full automatic operc:,tion for a period of 1 dc:,ys prior to any plc:,nting. 1.e.I2 The ,-,ork shall be ac.cepted in ,-,rlting Y'lhen the entire ecope of v<ork hae been completed to the satlefcactron of the oY<ner. No allov<canc.e for deviation from the original plans and epecifications Y<il I be made unless previouely approved by the oY'!ner. Y'lhen any item appear,; on the plan and not in the specifications, or in the specifications and not on the plans, It ehall be considered in both. ll'lhen conflicts arise, consult the Landsc.c:,pe Architect for clarification prior to proceeding . The ov<ner or hie authorized representative shall have the final authority all lteme of the project. 1.e.I5 SERVICE BY THE C.ONTRAC.TOR, The contractor shall service the system at the OY'lner's request during the guarantee period and shall be paid for ,-,ork performed Y'lhich Is not covered by the guarantee. If requested by the oY<ner, the contractor shall Furnish the ov<ner l"<ith ca echedule of service Fee for additional Y'lork requeeted outside of the guarantee. The contractor shall engage the servlc.es of a professional >"later management company approved by the Irrigation designer and provide support services for the Follo""ing irrigation equipment, excese flo"' sensing auto-rain shut off and calibrating seneors for exc.ese floY< . Inspect and test controllers and ground fault .. Mate Provide technical support on the Job site as requested by contractor for controllers, excese flo>"I sensing and auto-rain shut off sensing systems. Training In operation of all equipment. Five year limited field service y,;arranty for controllers against original defects In materials and Y'lorkmanshlp. il'larranty shall be provided In Y<ritlng. Available through Hydroscape Products. PART 2 -PRODUCTS 2.1 Materials, All materials and equipment used in sprinkler Irrigation v<ork shall be ne>"I and ,-,ithout flaY<s or defects and of quality and perFormanc.e as specified. 2.1.1 Piping, Pipe elzes shoY<n are nominal lneide diameter unless otherY'!lse noted. .I POLYVINYL CHLORIDE PIPE ("ALERTLINE") FOR NON-POTABLE ll'lATER, (I) PVC. plastic pressure lines, for piping upstream of remote control valves and quick coupler,;. All four (4) inch and smcaller shall be purple colored PVC. meeting ASTM-I1e4, Type I, 5rade PYC.-II2O, cell class 12546. pipe, ASTM 2241 For SDR class pipe, ASTM 2612 for 11Alertllne" . PRESSURE MAINLINE, H/2" cand smaller pipe -schedule 40 PVC. 2" and larger pipe -C.lass 515 PVC., SDR-I5.5 NON-PRESSURE LATERAL, All non-pressure pipe -class 200 PVC. pipe TYPE I, 5RADE I PVC. PIPE, Outside diameter of pipe shall be the same as iron pipe. Pipe shall be marked on t,-,o sides of the pipe at 24" interval,; Y<lth "Caution Reclaimed ~ter". Schedule 40 pipe shall not be threaded. Solvent shall be as supplied by pipe mcanufacturer. Pipe shall be purple in c.olor. .2 6rass pipe shcall be IPS standard ,-,eight 125 pounds, es% red brass . APPROVED FOR PLANTING ANO IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 8 4-4-2016 DATE, 04-04-2016 DR.Av-IN BY, rla 2681 :HOWARD ASSOCIATES = = landscape architecture 2442 second avenue san diego ca 92101 619 718 96b0 "AS BU IL T" TITLE DATE REVIEWED BY: .4 Upon completion of each increment of Y'!ork, tranefer all such information and dimensions to the prints. Rec.ord changes and dimensions in a legible and professional manner. Y'lhen the dra>"linge are approved, tranefer all Information to a set of reproducible sepia mylar dra,-,lngs eupplied at c.oet by the o,-,ner. ~ CITY OF CARLSBAD 11sJ I-----+--+----------------+-----+---+----+--.____, ~L!i_J=7=='--'====P=LA=N=N=IN=G=D=IV=IS=IO=N====-.':.:l~=H=E=ET=S'=:: THE FINAL AS-E3UIL T PLANS V'-!ILL BE REQUIRED TO BE REVIEV'-!ED AND APPROVED BY THE CITY AND FINAL PLANS V'-!ILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL IRRIGATION SPECIFICATIONS FOR: MILES PACIFIC SUBDIVISION MODEL HOMES APPROVED 1:3/,. ~~~ (.,-_ rd[ ~ ,;;. ~.l\..o PLANNING • . DATE OWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: CT-12-01 RVWD BY: 483-4M .2 Polyvinyl chloride pipe fittings cand connections, Type 11, 6rcade I, Schedule 40, high lmpcact molded fittings, mcanufcactured From virgin compounds cas specified For piping, tcapered socket or molder thr.,cad type, sultcable For either solvent i"ield or screi"ied connections. Mcachine threcaded fittings and plastic saddle and flange fittings care not acceptable. Furnish fittings permanently marked i"ilth Folloi"ilng Information, Nominal pipe size, type and schedule of material, and national sanitation Foundation (NSF) seal of approval. PVC. fitting shall conform to ASTM D241!:>4 and D241!:>i!:>. .5 Brass pipe Fittings and connections, Standard 125 pound class 85% red brass fittings and cor,riections. 2.1.5 RISERS, . I All sprinkler heads shall heave risers and s"ing joints as shoi"in In the detail drca,,..lngs. All risers cand s"lng Joints shall use Mcarlex fittings and schedule e,o PVC. risers or nipples. 2.1.4 FITTIN6S, .I Fittings, In general, for call lnstcallations shall be conslder6d incidental to the contract price and shall be the contractor's responsibility to provide call of required fittings to complete the contract. . 2 All fittings For pipe three (5) Inches and smaller shall be schedule 40. .5 All t"""' for th" Installation of Sl'<ing joints i"iill be installed l'<ith Dura, Losco Te6 or equal. 2.1.5 AUTOMATIC. C.ONTF<.OL HIF<.E, . I Electric "Iring running From controller to th" automatic control valves shall be No. 14 solid, single conductor, copper "ire, 4/1!:>4 Inch Insulation, 4/1!:>4 inch neoprene Jacket, style BF<. (direct burial) or equal, color code "ires to each controller, common "Ire shall be v<hite No. 14 solid, single conductor l'<lre, 4/1!:>4 Inch Insulation, 4/1!:>4 Inch neoprene Jacket, style BR (direct burial) or equal. 2.lh MONITOF<.IN5 DEVIC.ES .I All monitoring devices such as flov< and pressure measuring devices, shall be as sho"n on drca,..ings. 2.1.e, AUTOMATIC. C.ONTROLLEK .I Automatic controller, Fully automatic in operation and capcabl" of op6rcatlng the number of stations of r6mote control valves as noted. .2 C.ontroll6r enclosure assembly, F6d6stal mounted as noted, ,..;th ca separate stainless steel enclosure, terminal strip, on/off disconnect Sl'<lkh 1«/IIO volt grounded outlet, rcalngucard auto-rain shut-off device and locking, hinged cover. Availc:,ble from Hydrosccap" Products Inc. 51:>05 Kearny Villa Rd., Scan Diego, C.californlca (851:>)51!:>O-li!:>OO. .5 Automatic controllers shall be of the type and manufacturers shol'<n on the drcal'<lngs and installed per manufacturer's recommendations and detail drcai"ilngs. .4 All controllers shall be grounded by copper clad grounding rod and general electric lightning arrestor #'ILl5DC.BOO2 (50 OHMS resistance required) 2.1.'I REMOTE C.ONTROL VALVES, ELEC.TF<.IC.AL .I The electric remote control valves (pressure regulating) shall be of the style and manufacturer's sho"n on the dra,..lngs, or approved equal, and Installed per detailed drcav<lngs and manufacturer's recommendation. .2 Valves shall be Installed a minimum of i!:>" From call Fixed objects and 12" apart From each other. 2.1.IO MASTER VALVE .I Shall be of the style and manufacturer's shoi"in on the drcav<lngs, and Installed per details, drca,,..1ngs and manufacturer's recommendations. 2.1.11 VALVE BOX, .I All valves Including pressure regulating valves, master valves, remote control valves, gate valves, and quick coupler valves shall be Installed In suitable valve boxes as sho"n In detcalls. All shall be. marked 11FRY11, 11MVU, 11~CV1\ 11C.V\ or 11DF-11 respective I~ v-ilth station numbers for control vcalves embossed on the vcalve cover. All shall stcate "F<.eclcaimed Heater" In English cand Spanish. (RC.V boxes shall heave locking covers) Other boxes such cas pull boxes, etc. shcall be mcarked caccordlngly. Vcalve boxes shcall be purple in color. 2.1.12 SFF<.INKLER HEAD, . I Sprinkler heads shcal I be cas required on the drcal'<lngs. Al I sprinkler hecads care to heave Fcactory built In check vcalves or " check valve under each hecad. Sprinkler hecads shcall heave " factory colored "Purple Reclaimed Heater" designcation cas " pcart of the sprinkler or if not cavcailcable be painted purple cas directed by the C.ity of C.arlsbcad. 2.1.15 QUIC.K C.OUPLEF<. VALVES (NON-POTABLE), . I Quick coupling volves shall be os specified on the clrol"llngs. Each quick coupler sholl hove o molded vinyl locking cover i"<ith AC.ME threads for reclaimed Heater service. .2 Upon completion of the contract and prior to final acceptance, supply the o"ner l"llth quick coupler keys and hose ells of the quantity called for In Irrigation section 2.1.22. The keys and hoses ells shall be of the scame manufacturer as the coupling valve. . 9 Shall be I" size as manufactured by Hunter. 2.1.15 BALL VALVES, .I Ball valves three (5) inches and smaller shall be 150 pound base, all brass/bronze constructl,on, single i"<edge disc, Integral taper seats, non-rising stem, screi"<ed bonnets, bronze cross hanole and a brass/bronze ground Joint union connection cat the do,,,.nstrecam outlet. Valves shall be copoble of being repacked "hlle under pressure. . 2 Boll valves four (4) inches and larger shall conform to oil applicable provisions of section 2.01.01:> of the Stondord Specifications of the C.lty of Son Diego, Document No. 121151. .5 Sholl be similar to those manufactured by Kennedy, Stockham, Nibco or approved equal. 2.1.11 ATMOSPHERIC. VAC.UUM BREAKER.. . I Atmospheric vacuum breaker 9/4" ond I" size shall be mode of heavy duty brass construction preventing bockflo" of l'<G1ter Into fresh i"<oter lines. Operating pressure of 15 to 150 PSI ond shall be monuFcactured by the some monuol control valves listed above. 2.1.18 BackFloi"< Preventer, Unit shall be os sho"n on plans. 2.1.l"i C.oncrete footings shall be 2,000 PSI concrete ot 21:> dc;iys. 2.1.20 Backfill shall be clean Fill soil v<lth no rocks or clods 1/2" or larger. 2.1.21 Jl'¼F<.NIN6 TAPE, . I Sholl be plcastlc tape prepared i"<lth sliver printing on o purple field having the i"<ords, "C.oution, F<.eclaimed i"<cater line beloi"<". The overcall l"<idth shall be 5 Inches. . 2 Hcarning (caution) tape shall be manufactured by Thor Enterprise, Inc., P.O. Box 450 Sun Prairie, Hisconsin, 555"10, (i!:>08) l:>51-11'11. 2.1.22 Jl'¼RNIN6 LABELS $ Sl6NS, Sholl be approved by the district engineer to be Installed on designated foclllties. Focilitles such os controller enclosure os designated by the district engineer or inspector. See cover sheet for oddltioncal requirements . 2.1.25 YIIARNIN6 TA6S, All reclaimed i"<oter sprinkler controls valves shall be togged i"<ith identification tags. See cover sheet For oddltlonol requirements. 2.1.24 C.ontroctor shall provide to the ol"lner, .I Three (5) control valve keys. .2 Four (4) "renches For removing each different type of sprinkler head . . 5 Ti"<o (2) 41:>" tee l"<renches For operating boll valves . .4 Five (5 eo.) quick coupler keys and five (5 eo.) hose bib assemblies (potable $ non-potable). .5 Five (5) keys for opening ond locking each cautomotlc controller . 2.1.25 Yllye strainer shall be of bronze body l"<lth screi"< fittings. See details ond drcai"<lngs. 2.1.21!:> In-line pressure regulator shall be as specified on drol"<ings. 2.1.21 Surge arrestors shall be os specified on drol"llngs. FAF<.T 9 -EXEC.UTION 5.1 5ENERAL REQUIF<.EMENTS, 5.1.1 Locations on drcai"<lngs care diogrommotlc ond approximate only, ond shall be changed and adjusted as necessary as directed to meet existing conditions and obtain complete ""ter coverage. Locate ond stoke oil i"<ork and obtain opprovol of the Londscope Architect before Installations. 5.1.2 Install ond extend system os shol"ln on the drca,,..1ngs, and os necessary to carry out the Intent of the droi"<lngs ond specifications . 9.1.5 Locate lines, vcalves and other underground utilities cand receive the opprovol of the Landscape Architect before digging trenches. 9.1.4 F<.efer to the C.ity of C.orlsbod standards For reclaimed pipe lnstollotion. All C.ity of C.orlsbcad stondords tc;ike precedence over plans ond specificcations For the project unless noted ond approved. 9.2 INSTALLATION OF IRRIG>ATION SYSTEM, 9.2.I EXC.AVATION AND SAC.KFILLIN6 OF TF<.ENC.HES, .I Excavate trenches, prepare subgrode, and backfill to line and grade i"<ith sufficient room For pipe Fittings, testing ond inspecting operations. Do not bockFIII until the pipe system hos been subjected to o hydrostatic test os specified. .2 DEPTH OF TF<.ENC.H, Polyvinyl chloride pressure lin" (less thon 5") -IE>" minimum Pressure mainlines (5" ond up to 5-1/2") -24" minimum Polyvinyl chloride non-pressure line -12" minimum C.ontrol i"<lre -IE>" minimum .5 TF<.ENC.HIN6 THROU6H AREAS YIIHERE TOPSOIL HAS BEEN SFF<.EAD, (I) Deposit topsoil on one side of trench ond subsoil on opposite side. .4 Subsoil shall be Free of oil rocks ond clods 1/2 Inch In diameter, debris, ond litter, prior to use as backfill l"<here so Indicated on detail. .5 F<.epoir ony leaks ond replace call defective pipe or fittings until lines meet test requirements. Do not cover any lines until they hove been Inspected and approved for tightness, quality of l"lorkmcanshlp ond materials. .I!:> Sockflll trenches, ofter opprovol of piping, i"<lth suitable ond approved moterlol, tamping soil around pipe ond thoroughly compacting oil trench fills until "10% compaction has been achieved . .1 BockFIII moterlol shall be on approved soil, free from rocks ond clods 1/2" ond larger. .8 C.ontroctor shall not Install pipe across concrete drainage SHOies. C.ontroctor shall Jock or bore under Si"<ole typical. 5.2.2 UNDER EXISTIN6 AND/OF<. PROPOSED PAVEMENT .I Trenches locoted under carecas l"lhere paving, ospholtic concrete or concrete i"<ill be installed eholl be bcackfilled ,..;th clean fill soil, In o sleeve and compacted in layers to "15% compaction, using manual or mechanical tamping devices. Trenches for piping i"<hlch ore not under paving shall be compacted to equal compaction of the existing odjocent undisturbed soil ond shall be left flush Y'<lth the adjoining grade. The lrrlgotlon contractor shol I set In place, cop ond pressure test ol I piping under paving prior to paving i"<ork. .2 Piping under existing pavement moy be installed by jocking, boring or hydraulic driving. Hoi"<ever, no hydraulic driving i"<ill be permitted under ospholt paving . .5 Provide o cover of IE>" minimum For molnllne (less than 5"), 24" minimum for mainline (5" and up to 5-1/2"), IE>" minimum for no-pressure line, and IE>" minimum For the control Y'<lre beti"<een the top of the pipe and the bottom of the aggregate base For oil pressure and non pressure piping Installed under osphcaltlc concrete paving. .4 Secure permission from the o"ner/developer before cutting or breaking existing pavement . All necessary repairs ond replacements shall be approved by ol"<ner/developer, and shcall be ot no additional cost to oi"<ner/developer. 5.2.:l INSTALLATION OF POLYVINYL C.HLORIDE FIFE, .I Because of the nature of plastic pipe ond fittings, exercise caution in handling, loading ond storing, to ovoid domoge. .2 The pipe ond Fittings shall be stored under cover until used, ond shall be transported In ca vehicle i"<ith ca bed long enough to olloi"< the length of pipe to loy Flot so os not to be subjected to undue bending or concentrated external load ot ony point. .5 Any pipe that hos been dented or domaged shall be discorded until such dented or domoged section is cut cand re joined l"lith o coupling. .4 Trench depth shall be os specified above From the finish grade to the top of the pipe. The bottom of the trench shall be free of rocks, clods, and other sharp-edged objects. .5 Pipe ends ond fittings shall be Hlped l"lith MEK, or equal, before "eldlng solvent is applied. Yllelded Joints shall be given ca minimum of 15 minutes to set before moving or handling. All field cuts shall be beveled to remove burrs ond excess before Fitting ond gluing together. h Pipe shall be sneaked From side-to-side of trench bottom to callol"I for expansion ond contraction. .1 Genter load pipe l"<ith small camount of backfill to prevent arching cand slipping under pressure. Leave joints exposed For inspection during testing. _e, No ""ter shol I be permitted In the pipe until Inspection have been completed ond o period of cat least 24 hours hoe elapsed for solvent "eld setting and curing. .'I Flostlc to metal Joints shall be mode v<lth plostlc mole adopters, metal nipple hond tightened, plus one turn l"<ith ca strap i"<rench. .10 Flostlc to plostlc Joints, Solvent-Held, using solvent recommended by pipe monufocturer only. .II Solvent-Held Joints, Assemble per monufocturer's rec.ommendotlon. .12 All pressure pipe 5" or forger shall hove the correct sized concrete thrust block installed cat every abrupt chcange of alignment; ot gote valves, tees, elboi"<s, crosses ond ends of pipe runs; or l"<herever the city engineer deems one to be necessary. Thrust block shall be installed as per detoi I. 9.2.4 INSTALLATION OF BRASS FIFE, .I C.ut brass piping by poi"<er hockeol"I, circular cutting machine using on obroslve "heel, or hand hockscal"I. C.ut no piping Y'<lth metolllc l"lheel cutter of ony description. F<.eom and remove rough edges or burrs so smooth on unobstructed Flo" is obtained. .2 C.orefully and smoothly place on male thread only. Tighten screl"led joints l"<ith tongs or i"<renches. C.oulklng Is not permitted. 5.2.5 REMOTE C.ONTF<.OL YIIIRIN6, .I Direct burial control l"<ire sizes, As shol"<n ond specified herein before . .2 Provide one control Jl'lllre and one c.ommon ground v,.ilre to servic.e eoc.h valve in system. Provide 2-foot minimum expansion loop ot eoch valve to permit removal ond molntenonce of vc:ilves. .5 Install control Y'<lres ot least IE>" beloY< finish grade. .4 Install control l"<ires ond irrigcation piping In common trenches l"<herever possible. .5 C.ontrol Hire splices, AII0I"< only on runs of more than 500 feet, splices as folloi"<s, (I) Strip off minimum of 2-1/2 inches of ineulatlon from ecach Y<ire. (2) C.onnecting ond splicing of "ire cat the valves shall be mcade using Duro Seal C.rlmp splices os manufactured by Rcaychem corporation. C.ontroctor shall refer to F<.oychem installcation procedur6e using ultrotorch 5 heating tool. No other splices l"<ill be callo,..ed. 5.2h AUTOMATIC. C.ONTF<.OLLER, .I Automcatic controller shcall be installed as shoi"<n and directed. C.ontroller shall be tested l"<ith complete electrical connections. The controc.tor shall be responsible For temporary poi"<er to the control !er for operation cand testing purposes. .2 C.onnections to control Y'<lring shall be mode l"<lthln the pedestal of the controller. All i"<lre shall Folio" the pressure morn In so For os poselble . .5 Electric.cal Hiring shcall be in o rigid PVC. plostlc conduit from controller to electrlccal outlet . A certified electrlcol contractor shall be responsible for lnstolllng oil Y'<lrlng to the sub-panels, clocks, or elsel"lhere os required, in order to complete this installation. A disconnect si"<ltch shall be included. .4 C.ontroller shall be Installed i"<lth vcandol-resistont enclosures os coiled for on the drcal"<ings (stainless steel) os provided by the monufocturer on adequate concrete Foundation. 5.2.1 VALVES, .I All valves shcall be Installed as sho"n In the details ond In occordonce l"<ith mcanufcacturer's recommendations ond os required by the c.1ty of C.carlsbad For Identification, per reclaimed l"loter stondords, if used. .2 All automatic valves shall be sized os shol"<n on plans. Sall valves shall be line size . .5 Install each control valve In ca seporote valve box l"llth ca minimum of 12" separation betv<een valves ond i!:>" from ony fixed object or structure. __________ ,, _____ . _______ _ 5.2.1:> VALVE SOX, .I Install valve boxes os shol"<n on detail. Install no more thon one valve per box. Valve boxes installed neor 1«olks shall abut from those Items and the top surfaces shall be Flueh l"llth items listed above . .2 All boxes ore to be marked os to the type of valve, control station number if opplicoble ond identified as required, per reclaimed stcandcards . .5 Purple valve boxes required for recycled i"<Oter. 5.2.'I SPRINKLER HEADS, .I All sprinkler heads shall be Installed os per details shov<n. .2 Nozzle size of oil heads shall be adjusted to suit any pcartlculor conditions oF the oreo. This shall be done ofter the system hos been thoroughly tested, Immediately ofter i"<rltten notification by the Architect to do so. 5.2.IO QUIC.K C.OUPLER ASSEMBLY, .I Install oil quick couplers as Indicated on drol"<ings ond os directed. Set oil valves plumb and true to finish grade cand ca mcaxlmum of 12 inches From paving, i"<0lks, headers or curbs, cand as shol"<n on plans cand os directed . .2 lnstcall call quick couplers In I!:>" diameter round valve boxes . 5.2.11 6ATE VALVES $ BALL VALVES, .I Install l"lhere shol"<n os detolled. 5.2.12 Jl'¼RNIN5 TAPE, Hcarnlng tapes shall be installed directly on top of the pipe longitudinally and shall be center0d. The i"<ornlng tape shall be Installed continuously for the entire length of the pipe ond shall be fastened to each pipe length by plastic. tape bonded around the pipe l"<ith fasteners no more thon 5 feet apart. Taping attcached to the sections oF pipe before laying In the trench shcall hove flops sufficient For continuous coverage. All risers betY<een the mainline ond control valves shall be Installed l"llth i"<0rning tape. A second i"<0rnlng tope running continuously above piping to be lnstcal led 12 inches above reclaimed l"<oter line. 5.2.15 YIIARNIN6 LABELS ¢ Sl5N, Install l"<here shol"<n cas detailed 5.2.14 Jl'¼RNIN5 TA5S, Install "here shol"<n os detailed 5.2.15 BAC.KFLOYII PF<.EVENTEK .I Sockfloi"< preventer assembly shall be installed In occordonce i"<lth manufacturer's speclflcotlons, located and as directed on droi"<lngs, ond shall conform to oil oppllcoble code cand ordinance requirements. .2 Exact location ond positioning shol I be verified on the site by the Londscope Architect. 5.2.li!:> IN-LINE Ff<.ESSUF<.E F<.E5ULATORS, .I Adjust ond Install per plans ond details. 5.2.11 5UF<.6E AF<.f<.ESTOK .I Install per plans ond detcails. 5.5 C.LEAN-UF, As project progresses, contractor shall maintain call areas In ca neot manner ond remove unsightly debris dcally or os necessary. After completion of the project, controctor shall remove call debris ond containers used In occomplishlng l"lork. He shall si"<eep and clean call sidel"lolks, osphcalt, ond concrete areas odJcac6nt to the plantings. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 6 4-4-2016 DATE, 04-04-2016 DRAl"IN BY, rla 2081 HOWARD san ASSOCIATES ~,, landscape architecture 2442 second avenue diego ca 921.01 619 718 9660 "AS BUILT" TITLE DATE REVIEWED BY: 1---+---+-------------t---+---+---+----l [j[] CITY p2!1NGCDi~~BAD ~ :===:'....::::========='...'::::::::::::::=:::::::::: IRRIGATION SPECIFICATIONS FOR: MILES PACIFIC SUBDIVISION MODEL HOMES I APPROVED r~A( ~-f;:.I) 4-0 . "<;,.-~ <,;;, I PlANNING DATE DATE ENGINEER OF WORK REVISION DESCRIPTION DWN BY: PROJECT NO, DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: CT-12-01 483-4M OTHER APPROVAL CITY APPROVAL RVWD BY: