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HomeMy WebLinkAboutDWG 475-2M; CT 08-03; LA COSTA TOWN SQUARE RESIDENTIAL; 01-33,: r i SIGNAGE NOTES: LANDSCAPE PLANS PREPARED FOR: RECYCLED WATER SYSTEM -FUTURE (PRIVATE) THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED v-lATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" x 11" SIZED SIGN. COLOR, PURPLE BACKGROUND WITH BLACK LETTERING. SEE SHEET 2 FOR RECYCLED WATER USE MAP I. GUIDELINES FOR RECYCLED v-lATER USE, I. IRRIGATE BETv-lEEN THE HOURS OF 10,00 FM AND 6,00 AM ONLY. v-lATERING OUTSIDE OF THIS TIME FRAHE HUST BE DONE HANUALL Y WITH QUALIFIED SUPERVISORY PERSONNEL ON SITE. NO SYSTEM SHALL AT ANY TIHE BE LEFT UNATTENDED DURING USE OUTSIDE OF THE NORHAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT HILL HINIHIZE RUN OFF, FOOLING AND FONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIHERS MUST BE ADJUSTED SO AS TO BE COHFATIBLE WITH THE LOv-lEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOHATIC CONTROL CLOCKS, Le,. EHFLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT HILL PROMOTE MAXIMUM SOIL ABSORBTION. 5. ADJUST HEADS TO ELIHINATE OYER-SPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER FOR EXAMPLE, FOOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEv-lALKS. 4. HONITOR AND HAINTAIN THE SYSTEM TO HINIHIZE EQUIFHENT AND HATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOHE APPARENT. 5. EDUCATE ALL HAINTENANCE PERSONNEL ON A CONTINUOUS BASIS ON THE PRESENCE OF RECYCLED v-lATER PERSONNEL HUST BE INFORMED THAT RECYCLED v-lATER IS HEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND, TOOL v-lASHING ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY IT IS IMPORTANT THAT THIS INFORHATION BE DISSEMINATED ON AN ALHOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR, WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND HODIFICATIONS TO ANY PRIVATE, ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 1. ALL RECYCLED v-lATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A TAGS SHALL BE 5"x4" v-lEATHERFROOF PLASTIC, PURPLE IN COLOR, WITH THE WORDS "v-lARNING -RECYCLED v-lATER -PO NOT DRINK" ON ONE SIDE AND "AYISO - AGUA IMPURA-NO TOHAR" ON THE OTHER SIDE. IHFRINTING SHALL BE FERHANENT AND BLACK IN COLOR USE TAGS AS HANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS, I. ATTACH TO VALVE STEH DIRECTLY, OR HITH TIE WRAF. OR ... 2. ATTACH TO SOLENOID HIRE DIRECTLY OR WITH PLASTIC TIE WRAF. OR ... 5. ATTACH TO VALVE COYER HITH EXISTING VALVE COYER BOLT. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED v-lATER SPRINKLER HEADS. 11. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIFHENT SHALL BE IDENTIFIED HITH A SIGN BEARING THE WORDS "RECYCLED v-lATER USE FOR IRRIGATION" IN ENGLISH AND SPANISH HITH BLACK LETTERS I Inch HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL USING THE EQUIPMENT. INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE FERFORHED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK HILL CERTIFY THAT THE INSTALLATION HAS BEEN COHFLETED BY SUBHITTING THE "FINAL LANDSCAPE CERTIFICATION FROH" A REQUEST FOR FINAL LANDSCAPE INSPECTION BY THE CITY HUST BE HADE BY CALLING THE INSPECTION REQUEST LINE. "FINAL LANDSCAPE CERTIFICATION FORH" FAX TO, 160-"144-8"145 LANDSCAPE INSPECTION REQUEST PHONE LINE, 160-602-4602 I. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE, A REQUIRED SEPARATION BETv-lEEN POTABLE AND RECYCLED HATER LINES (HORIZONTALLY AND YERTICALL Y). B. FIFE IDENTIFICATION C. SLEEVING AT CROSSINGS. D. APPROPRIATE MATERIALS AND HARKINGS, INCLUDING PROPER QUICK COUPLERS. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE, A SIGNAGE INSTALLED FER FLAN. B. CONTROLLER STICKERS. C. TAGGING OF VALVES. D. COVERAGE TEST AFTER COHFLETION OF THE SPRINKLER SYSTEH TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED HATER USE. E. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND FONDING. F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. G. REQUIRED PROTECTION OF v-lELLS, STREAHS, RESERVOIRS, ETC. H. CROSS-CONNECTION TEST IF REQUIRED. I. COLOR CODED, LAHINATED CHARTS INSIDE EACH CONTROLLER 5. ANNUAL INSPECTION SHALL INCLUDE, A A COMPLETE INSPECTION THAT HILL COYER A -I OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, OHv-lD, CITY ENGINEER 4 DISTRICT ENGll,EER PRIOR TO IMPLEMENTATION IN FIELD. LA COSTA TOWN SQUARE 63 RESIDENTIAL CARLSBAD, CALIFORNIA RECYCLED WATER NOTES: I. ALL Jt,IORK SHALL BE DONE IN ACCORDANCE Jt,IITH THE OLIYENHAIN MUNICIPAL Jt,IATER DISTRICT'S RULES 4 RE6ULATIONS. 2. DRINKIN6 FOUNTAINS SHALL BE PROTECTED FROM SPRAY OF RECYCLED Jt,IATER BEST MANA6EMENT PRACTICES SHALL BE USED TO MINIMIZE RECYCLED Jt,IATER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BBQ'S FLAY6ROUNDS, SAND TOT LOTS, ETC. 5. BEST MANA6EMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE FONDING, RUN-OFF, OYERSFRAY, AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. ON SITE CROSS-CONNECTIONS BETv-lEEN RECYCLED v-lATER LINES AND POTABLE v-lATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF FIFING MATERIALS HILL BE ALLOv-lED Jt,IITHOUT PRIOR APPROVAL BY THE OLIYENHAIN HUNICIFAL v-lATER DISTRICT. 1. ALL ONSITE FIFES SHALL HAYE v-lARNING TAPE FER OLIYENHAIN HUNICIFAL v-lATER DISTRICT'S RULES AND REGULATIONS. *e,. THE IRRIGATION SYSTEMS SHALL BE RUN BETv-lEEN THE HOURS OF 10,00 FM AND 6,00 AM THE FOLLOWING HORNING. SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME HITH QUALIFIED SUPERVISION PERSONNEL ON SITE. "I. PROVIDE A MINIMUH OF AT LEAST 18 INCHES OF COYER OYER ALL Jt,IIRING AND FIFING. AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT Jt,IITH RECYCLED HATER, HHETHER BY Jt,IINDBLOHN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE, OR SYSTEH OPERATION IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVERSFRAYING SIDEv-lALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED HATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED HATER DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGEABLE WITH POTABLE v-lATER QUICK COUPLER SPIKES) FER OLIYENHAIN MUNICIPAL v-lATER DISTRICT'S RULES AND REGULATIONS. 15. HETERS SHALL BE SIZED BY THE OLIYENHAIN HUNICIFAL v-lATER DISTRICT. 14. ALL IRRIGATION FIFES SHALL BE STENCILED WITH THE v-lARNING "NON-POTABLE" OR "RECYCLED v-lATER", COLOR-CODED (PURPLE) AND LAID WITH v-lARNING TAPE AND STENCILING ORIENTED TOv-lARD THE TOP OF THE TRENCH FER OLIYENHAIN HUNICIFAL HATER DISTRICT'S RULES AND REGULATIONS. 15. ALL POTABLE v-lATER AND RECYCLED v-lATER FIFING SHALL BE INSTALLED HITH THE STENCILING ORIENTED TOv-lARD THE TOP OF THE TRENCH. 16. WHEN A POTABLE v-lATER LINE AND RECYCLED v-lATER LINE CROSS, THE RECYCLED v-lATER LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROH EACH SIDE, FROH THE CENTER LINE OF POTABLE HATER LINE, FOR A TOTAL OF 20 FEET. 11. A 10 FOOT HORIZONTAL SEPARATION BETv-lEEN POTABLE v-lATER AND RECYCLED v-lATER MAINS HUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECYCLED v-lATER LINE. 18. A HINIHUH OF 12 INCHES OF VERTICAL SEPARATION BETv-lEEN UTILITIES HUST BE HAINTAINED AT ALL TIHES. *l"i. THE REQUIRED CROSS-CONNECTION SHUTDOHN TEST SHALL BE DONE BY THE OLIVENHAIN HUNICIFAL v-lATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENYIRONHENTAL HEALTH. 20.QUICK COUPLING VALVES USED IN RECYCLED v-lATER SYSTEHS SHALL CONFORH TO THE FOLLOHING, SHALL HAVE ACME THREADS (SPIKES NOT INTERCHANGEABLE HITH POTABLE v-lATER QUICK COUPLER SPIKES) AND PURPLE-COLORED LOCKING COVERS FERMANENTL Y ATTACHED TO THE VALVE. QUICK COUPLING VALVES SHALL BE NELSON "1645, HUNTER #HVIOOA-RL-NF, OR APPROVED EQUAL. 21. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE OLIVENHAIN HUNICIFAL v-lATER DISTRICT AND/OR COUNTY OF SAN DIEGO, DEFT. OF PUBLIC HEAL TH. COPIES OF THE INSPECTION REPORTS HILL BE FORv-lARDED TO THE NON-INSPECTING PARTY. *22.DEVELOFER SHALL SHOH THE LOCATION OF RECYCLED HATER SIGNS "DO NOT DRINK" ON THESE FLANS. *25. AN ON SITE USER/SUPERVISOR SHALL BE DESIGNATED IN HRITING. THIS PERSON SHALL BE FAHILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOWCROSS-CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECYCLED v-lATER SYSTEH. COPIES OF THE DESIGNATION, HITH CONTACT PHONE NUMBERS, SHALL BE PROVIDED SHEET INDEX: LANDSCAPE TITLE SHEET · ········ RECYCLED WATER USE MAP IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN AND SCHEDULE · IRRIGATION PLAN IRRIGATION PLAN 1 .. 2 3 ..... 4 .. 7 ·········· 8 . .. 9 IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN ·············10 IRRIGATION LEGEND, PRESSURE CALCULATIONS AND NOTES IRRIGATION DETAILS IRRIGATION DETAILS IRRIGATION DETAILS PLANTING PLAN · · PLANTING PLAN PLANTING PLAN · · · PLANTING PLAN, LEGEND AND EXISTING LANDSCAPE NOTES PLANTING PLAN AND NOTES · · · PLANTING PLAN AND CITY OF CARLSBAD SLOPE REVEGETATION/EROSION CONTROL POLICIES AND REQUIREMENTS PLANTING PLAN · PLANTING PLAN PLANTING PLAN PLANTING DETAILS FENCING PLAN · FENCING PLAN 11 12 13 .. 14 · · 15 ·16 · 17 18 . . . 19 ·20 21 . ... · 22 ....... 23 24 · 25 · · .... 26 ... · 27 ..... 28 FENCING PLAN AND LEGEND FENCING DETAILS · ····· ············· 29 FENCING DETAILS · ····· IRRIGATION SPECIFICATIONS PLANTING SPECIFICATIONS PLANTING SPECIFICATIONS · ··········· .. .. 30 31 32 33 LEGAL JJESCRIPTION APN ANJJ LOCATION PARCEL ~ OF CARLSBAD MINOR SUBDMSION O,f--06, ACCORD/NC TO PARCEL MAP NO.W.i2, IN arr OF 01RL5BAO, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. OWNER DAWOSON COMMUN/ll[S 1302 CAMINO DEL MAR DEL MAR, CA 92014 PHON[: (858) 259-8500 NAME nnc OATC CITY OF CARLSBAD NOTES: 223-050-70 lli[ CAUFORNIA COORO/NA T£ !NOD( OF !HIS PROJ[Cf IS JJ,ffl-/695[ {CCS 27). A separate City review and approval is required for any portions of these plans requiring a building permit. City approval of these plans is for landscape planting and irrigation only. CITY OF OCEANSIDE PACIFIC OCEAN ~VISTA ROAD l,t----,.;;. CITY Of ENCINITAS VICINITY MAP NO SCALE +------18'-------.'- N,T,S, IN ORDER TO CONSERVE WATER. .. RECYCLED WATER IN USE • (/2 co,-.: ~z DO NOT NO TOME EL AGUA DRINK WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAR SIZE, 18" X 18" SITE @ North NOTTO SCALE PREPARED FOR: DAVIDSON COMMUNITIES Contact: Marty Mccomas 1302 Camino Del Mar Del Mar, CA 92014 Phone: (858) 259-8500 PREPARED BY: TESHIMA DESIGN GROUP Contact: Mark Stempniak 9903 Businesspark Avenue, Suite 100 San Diego, CA 92131 Phone: (858) 693-8824 RECYCLED WAlER SIGN BLACK LOGO FURFLE BACKGROUND I" BLACK LETTERS ---36'---+--------------- N,T.S. WARNING ECYCLED WATER DO NOT DRINK < I M < 0 N I ■ :c ■ w ■ C 2" BLACK LETTERS SIZE, 12" X 36" .060 ABS PLASTIC, STICK-ON VINYL OR .032" ALUMINUM imp! e those regulatio rovide efficient use of water. DAVIDSON COHHUNITIES 1502 Camino Del Har TO THE OLIYENHAIN HUNICIFAL v-lATER DISTRICT AND THE COUNTY OF SAN DIEGO, DEFT. OF ~C-ITY--O-F_C_A_R-LS_B_A_D_N_O_T_E_S_:----------~ ENYIRONHENTAL HEAL TH. IN CASE OF EMERGENCY CONTACT, DAVIDSON COHHUNITIES -HARTY HACCOHAS PHONE, (858) 25"1-8500 Prior to the start of grading, the applicant or applicant's agent shall obtain city approval of a construction schedule and/or exhibit outlining the timing of the slope planting and .060 ABS PLASTIC, STICK-ON VINYL OR .032" ALUMINUM I am familiar with the requirements for landscape and irrigation plans contained in the city of Carlsbad's landscape manual and water efficient landscape regulations. I have prepared this plan in compliance with those regulations and the landscape manual and agree to comply with all requirements whenf bmitting construction documents. I certify that the plan 1 d . 1/ V5/1e;; Del Har, Ca "12014 PHONE, (858) 25"1-8500 PECLARAIIQN 08 RESPONSIBLE CHAB§E I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF THE WORK FOR THIS PROJECT, THAT I HAYE EXERCISED RESPONSIBLE CHARISE OYER THE DESl6N OF THIS PROJECT AS DEFINED IN SECTION 6105 OF THE BUSINESS PROFESSIONS CODE AND THE DESl6N IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAHIN6S AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIE60 COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESl6N. OR AFTER HOURS CONTACT, DAVIDSON COHHUNITIES -HARTY HACCOHAS PHONE, (858) 25"1-8500 OLIVENHAIN MUNICIPAL r-LATER DISTRICT EHERGENCY CONTACT, JOHN ONKKA, FHONE, (1bO) bl:'l-8322 OR AFTER HOURS CONTACT, JOHN ONKKA, FHONE, (160) bl:'l-8322 24. ALL PUBLIC AND PRIVATE POTABLE v-lATER MAINS SHALL BE SHOHN ON THE IHFROVEHENT FLANS. THESE FLANS HAYE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE 011TH THE APPROVED LANDSCAPE CONCEPT FLAN, Jt,IATER CONSERVATION FLAN, FIRE SUPPRESSION FLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAFIN6. * ITEM NUMBERS 8, l"i, AND 25 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECYCLED v-lATER ITEH NUHBER 22, THE SIGNAGE FLAN, SHALL BE A FART OF THIS IRRIGATION FLAN BUT THE ACTUAL SIGNS AND TAGS HILL BE INSTALLED JUST PRIOR TO THE USE OF RECYCLED v-lATER 1456 HITECT LICENSE NO. TESHIMA DESIGN GROUP IANDSCAPE ARCHITECTIJRE • lAND PIANNING 9'J03 BUSINF.'iSPARK A VE. SUITE 100 • SAN DIEGO, CA 92IJl PH• (&Ill) (IJ:!-lil!1A FAX• (&Ill) (IJ:!-118! TOO JOB NO. 13--02 DATE= 9--ll-13 .:i/'2-sjis- DAE 25. ON RECYCLED v-lATER SYSTEHS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC) SHALL BE COLOR-CODED (PURPLE) FER AHv-lA GUIDELINES AND SECTION 404"1.54 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. 26. A PHYSICAL SEPARATION SHALL BE PROVIDED BETv-lEEN ADJACENT AREAS IRRIGATED WITH RECYCLED v-lATER AND POTABLE v-lATER SEPARATION SHALL BE PROVIDED BY CONCRETE MOH STRIPS, CHAIN LINK FENCES OR OTHER HETHODS APPROVED BY THE v-lATER DISTRICT 4 D.E.H. IRRIGATION 6ACKFLOY"I PREVENTER NOTE: ALL IRRIGATION BACKFLOH FREYENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS HUST BE GIVEN TO THE OLIVENHAIN HUNICIFAL v-lATER DISTRICT. FIFE BETv-lEEN THE METER AND BACKFLOH PREVENTER SHALL BE "SCHEDULE K HARD COFFER" APPROVED CONTRACT BACKFLOH TESTERS CAN BE CONNTACTED BY PHONE AT 160-652-4255 OR EMAIL, lor1kke1@ol lvenhln .e-om ir~ lcmder@o I lvenhln.c.am CITY OF CARLSBAD NOTES: irrigation. The schedule shall show timing of construction Installation of irrigation as shown on the approved of free-standing, retaining and crib walls immediately after plans shall commence within 1 O days of the time rough grading as each location is achieved. Irrigation and when each slope is brought to grade as shown on planting shall take place as grading progresses. the approved grading plans. Planting and irrigation for the slope areas shall be completely installed, as shown on the approved plans, PLAN APPROVAL BY DEH NEGATES ANY within 30 days after the irrigation installation first PREVIOUSLY APPROVED PLANS FOR THIS SITE commences. ~------~------------------------ OLIVENHAIN MUNICIPAL WATER DISTRICT 4-1-15 MS Ii\ EXTEND MAINLINE TO LOT 57. ADD VAL.VE NUMBERS 893 AND 894 ~ RECYCLED WATER SYSTEM APPROVAL ~--~ -------_ $ OM~~-0# 559522 I/, ze, ;§' R.ffPW, DATE Note: signature expires 2 years after date. SAN DIEGO COUNTY DEPT, OF ENVIRONMENTAL HEALTH &~·,,,,--z____ '(~'Z(-1'> DATE INITIAL • REVISION DESCRIPTION APPROVED BY1 DATE, ENGINEER OF WORK ign lure of Landscape Architect Date APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY. INCLUDING PRECISE P.E. DATE LOCATION OF PLANTING AREAS. REVIEWED BY: INSPECTOR DATE 4· ~ ·\? r-1'1=. I SH1ECT I CITY OF CARLSBAD I S3E3S I PLANNING DIVISION LANDSCAPE TITLE SH££T FOR: LA COSTA TOWN SOUAR£ 63 R£S/O£NTIAL MODEL LOTS 18-20 I APPROVED: ik2( PLANNING • 4--~lk-»+t-/jot~·~ I DWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: c.r 08-03 475-2M OTHER APPROVAL CIT'/ APPROVAL RVWD BY: ' i • I TESHIMA DESIGN GROUP IANDSCAPE ARCHITECTURE · lAND PIANNING 9903 BUSINFSSPARK A VF. SUITE 100 • SAN DIEGO, CA 92131 PH (i:18) <llJ-8ll1A FAX• (i:18) !ll,-llll2 TOO JOB NO. 13---02 DATE= 9-11-13 North u I 0 10' 60' 120' SCALE, 1"=60'-0" RECYCLED WATER USE MAP SIZE: 1e," X 1e," .060 ASS PLASTIC, STICK-ON VINYL OR .052" ALUMINUM ~------,18°-------lf' N.T,S, 0 IN ORDER TO CONSERVE WATER. .. RE8YCi:LED Wl<\l1ER lt-j UpE DRINK EL AGUA LEGEND ~~ DONOT~NOTOME ~ WASH HANDS ~FT--, A CONTACTING ...... BACKFLOW PREVENTER BALL VALVE WATER METER PROPOSED RECYCLED WATER IRRIGATION MAINLINE LAVESE SUS MAiOJ tESPUES DE USAR 3" DIA. METAL POST -II-POTABLE WATER MAIN IN STREET • [_gJ @ * AREAS OF RECYCLED WATER USE REMOTE CONTROL VALVE 10· RECLAIMED V'lATER Sl6N MASTER CONTROL VALVE N.T.S. NOTE: FIRE HYDRANT QUICK COUPLER CONTROLLER N MAINLINE AND VALVES SHALL BE HIGH-LINED NEW IRRIGATIO AND CONNECTE SUCCESSFUL C PERFORMED BY EXISTING IRRIGA PERFORMED ON AND DEH. FLOW SENSOR "DO NOT DRINK" SIGNS (4 TOTAL) RECYCLED WATER IRRIGATION MAINLINE NOTE: THERE SHALL BE NO DIRECT PIPE TO PIPE DRAINAGE FROM RECYCLED WATER TO STORM DRAIN. NOTE: IRRIGATION SYSTEM IS DRAWN DIAGRAMMATICALLY AND ALL RECYCLED IRRIGATION EQUIPMENT SHALL BE INSTALLED IN THE DESIGNATED RECYCLED WATER USE AREAS D TO A POTABLE WATER SOURCE PENDING OMPLETION OF CROSS CONNECTION TESTS AS OMWD AND DEH. FINAL CONNECTIONS TO THE TION RECYCLED MAINLINE ARE TO BE LY AFTER APPROVAL IS PROVIDED BY OMWD 4-1-15 MS /1\ EXTEND MAINLINE TO LOT 57. ADD VALVE NUMBERS 893 AND B94. ---- DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION NOTE: PROVIDE CROSSOVER SLEEVE PER NOTE 16 ON SHEET 1, WHERE PROPOSED RECYCLED WATER IRRIGATION MAIN CROSSES POTABLE WATER MAIN. NOTE: THERE ARE NO FOUNTAINS, DRINKING FOUNTAINS, POOLS OR WELLS OR PLAYGROUNDS ON SITE. NOTE: THERE ARE NO GROUND LEVEL OR SIDE OF BUILDING AIR INTAKES. NOTE: THERE ARE NO EXISTING WELLS ON SITE. NOTE: ALL SCREENED FACILITIES ARE PER CIVIL DRAWINGS. TESH I MA DESIGN GROUP CANNOT VERIFY LOCATIONS. CONTRACTOR MUST FIELD VERIFY ACTUAL LOCATIONS. MAXIMUM APPLIED WATER ALLOWANCE CALCULATION · MAWA Parkway landscape is part of a larger landscape area approved by the City of Carlsbad, Drawing No. 475-2L which total MAWA equals 5,544,847 Gallons Per Year. MAWA = 5,544,847 / 748 = 7,412 HCF (Hundred-Cubic-Feet Per Year) MAWA CALCULATION FOR PARKWAY LANDSCAPE ONLY MAWA ~ (ETo)(0.62)(0.7 x LA) MAWA ~ (47)(0.62)(0.7 x 22,328) MAWA = 45,544 Gallons per Year MAWA = 45,544 / 748 = 608 HCF (Hundred-Cubic-Feet Per Year) TOTAL MAWA FOR ENTIRE SITE ETWU = PARKWAY + REST OF THE SITE (CITY OF CARLSBAD APPROVED LANDSCAPE PLAN DRAWING NO. 475-2L) ETWU = 5,544,847 + 45,544 ETWU = 5,590,391 Gallons per Year ETWU = 5,590,391 / 748 ""-7,473 HCF (Hundred-Cubic-Feet Per Year) ESTIMATED TOTAL WATER USE CALCULATION · ETWU Parkway landscape is part of a larger landscape area approved by the City of Carlsbad, Drawing No. 475-2L which total ETWU equals 3,405,808 Gallons Per Year. ETWU = 3,405,808 I 748 = 4,553 HCF (Hundred-Cubic-Feet Per Year) ETWU CALCULATION FDA PARKWAY LANDSCAPE ONLY HYDAOZONE 1 Plant Material -Lawn Plant Coefficient (PF) -0.8 Annual Yearly Evapotranspiration (£To) -51.1 Landscape Area (HA) -18,578 Sq. Ft. Irrigation Type -MP Rotators Irrigation Efficiency (IE) -0.75 ETWU = (ETo)(0.62)(PF x HA/ IE) ETWU = (47)(0.62)(0.8 x 18,578 / 0.75) ETWU = 577,453 Gallons per Year ETWU = 577,453 / 748 = 772 HCF (Hundred-Cubic-Feet Per Year) HYDROZONE 2 Plant Material -Lawn Plant Coefficient (PF) -0.8 Annual Yearly Evapotransplration (ETo) -51. 1 Landscape Area (HA) -3,750 Sq. Ft. Irrigation Type -Spray heads Irrigation Efficiency (IE) -0.60 ETWU = (ETo)(0.62)(PF x HA/ IE) ETWU = (47)(0.62)(0.8 x 3,750 / 0.75) E1WU = 116,569 Gallons per Year ETWU = 116,569 / 7 48 = 155 HCF (Hundred-Cubic-Feet Per Year) TOTAL FOR ALL HYDAOZONES ETWU = HYDROZONE 1 + HYDROZONE 2 E1WU = 577,453 + 116,569 ETWU = 694,022 Gallons per Year ETWU = 694,022 / 748 = 927 HCF (Hundred-Cubic-Feet Per Year) TOTAL ETWU FOR ENTIRE SITE ETWU = PARKWAY + REST OF THE SITE (CITY OF CARLSBAD APPROVED LANDSCAPE PLAN DRAWING NO. 475-2L) ETWU = 694,022+ 3,405,808 ETWU = 4,099,830 Gallons per Year ETWU = 4,099,830 I 748 = 5481 HCF (Hundred-Cubic-Feet Per Year) CONCLUSION The ETWU (4,099,830 gallons per year) is fess than MAWA (5,544,847 gallons per year). The water budget for La Costa Town Square 63 Residential complies with MAWA. APPROVED FOR PLANTING "AS BUILT" ANO IRRIGATION ONLY. INCLUDING PRECISE P.E. DATE LOCATION OF PLANTING AREAS. REVIEWED BY: INSPECTOR DATE ,-,,:.. Lill ~-c_. ,i,.:;- I SH2ET I CITY OF CARLSBAD PLANNING DIVISION 3 POTABLE WATER US£ MAP FOR: LA COSTA TOWN SOUAR£ 63 R£S/O£NTIAL MODEL LOTS !8-20 APPROVED: {o/,,-Zf &-~1__;-/t ', ''-9 . f.-:; PLANNING ' DATE OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: C.T. 08-03 475-2M OTHER APPROVAL CITY APPROVAL RVWD BY: AS-BUil T IRRIGATION LEGEN-D 0=~ ~ [%] ®> ® [E] ~ EB • @ [g ........ ---- * e F.S.L.P. Point of Connection (Water Meter) Reduced Pressure Backflow Preventer Flow Sensor Pressure Reducing Valve Booster Pump Remote Control Valve Drip Remote Control Valve Quick Coupler Valve Master Control Valve Controller Pull Box Ball Valve Pressurized Main Line Angle Mainline and wire stub-out Station No. From Street Light Post MATCHLINE -SEE SHEET 6 SEE SHEET 12 FOR IRRIGATION LEGEND SEE SHEET 6 FOR IRRIGATION SCHEDULE SEE SHEET 13, 14 AND 15 FOR IRRIGATION DETAILS SEE SHEET 12 FOR IRRIGATION NOTES SEE SHEET 31 FOR SPECIFICATIONS TESIIlMA DESIGN GROUP LANDSCAPE ARCHITECTURE · lAND PI.ANN1NG 9903 BUSINESSPARK AVE. SUITE IOO • SAN DIEGO, CA 92131 PII' ~ 8I.HIIIU FAX" ~ ll»-ll82 TOG JOB NO. 13--0'2 DATE 9-11-13 NOTE: Sleeves on Recycled Water Mainline must extend Min. 10 feet each side of Potable Main per Note #.!§. on Sheet.:!_. (Typical for all Crossings) NOTE: Installation of irrigation as shown on the approved plans shall commence within 1 O days of the time when each slope is brought to grade as shown on the approved grading plans. FE ~ 45 46 47 48 49 LIMA @ KEY MAP NOTTO SCALE North NOTE: Contractor shall be required to obtain an encroachment permit for installation of any mainline within the right-of-way. i/W 1---- ------· I APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. INSPECTOR I DATE l-4_-_1_-1_5--+-M-S---l-/-11\_exr_,N_DM_A_'"'_'N_,r_o_,o_r,_,._AD_ov-AL_ve_N_UM_••-•s_B93-AN_o_,,._. ___ -+----+--~l---~---l I SH3ET I CITY P9N~INGC~~~SBAD Lill ::==:....::::::======::::::::::::::::::::::::::::::=='..-===~ /RR/GA T/ON PLAN FOR: North 0 5' 20' 40' SCALE: I "=20'-0" DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL LA COSTA TOWN SQUARE 63 RESIDENTIAL MODEL LOTS !8-20 APPROVED: ft,_:_,_2,\ Cf-~l;.:M-- PLANNING OWN BY: PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: c.r 08-0J 475-2M I I ---cc=-·- II ill I r ·---•-·---· I I ■ II I I II !Ii ■ I Ill I C.J ;<- TESIDMA OF.SIGN GROUP lANDSCAPE ARCHITECTURE · IAND PIANNJNG 9903 BUSINESfil>ARK AVE. SUl1l! 100 · SAN DIEGO, CA 92131 I'll' (&10 lilH824 FAX• lilllO (l!IHl&:I TOO JOB NO. 13-02 DATE• 9-ll-13 \ \ I SEE SHEET 12 FOR IRRIGATION LEGEND SEE SHEET 6 FOR IRRIGATION SCHEDULE SEE SHEET 13, 14 AND 15 FOR IRRIGATION DETAILS SEE SHEET 12 FOR IRRIGATION NOTES SEE SHEET 31 FOR SPECIFICATIONS i \ I \ i \ \ I \ \ i I North u 0 5' 20' ' • I \ \ 40' SC.ALE, 1"=20'-011 • • • I • 4-1-15 DATE MS INITIAL ENGINEER OF WORK --------------- --------~#"\ RANCHO 1---,------:- 1 ----'r' -'/.. \/ '','\ \ ', ' _, 1 3435 36373839 @ KEY MAP NOTTO SCALE North AS•BUIL T IRRIGATION LEGEND ~ [I] ® ® 0 ~ E9 • (§ @] ........ ---- Point of Connection (Water Meter) Reduced Pressure Backflow Preventer Flow Sensor Pressure Reducing Valve Booster Pump Remote Control Valve Drip Remote Control Valve Quick Coupler Valve Master Control Valve Controller Pull Box Ball Valve Pressurized Main Line Angle Mainline and wire stub-out e Station No. F.S.L.P. From Street Light Post APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. NOTE: Contractor shall be required to obtain an encroachment permit for installation of any mainline within the right-of-way, NOTE: Sleeves on Recycled Water MainUne must extend Min, 10 feet each side of Potable Main per Note #16 on Sheet!-(Typical for all Crossings) NOTE: Installation of irrigation as shown on the approved plans shall commence within 1 O days of the time when each slope is brought to grade as shown on the approved grading plans. "~LT" j!~. . . ~~/)(p REV~Y: f Gt--¼=:.C\--o:li: &:,-~I. " INSPECTOR DATE /1\ EXTEND MAINLINE TO LOT 57. ADD VALVE NUMBERS 893 AND 884. I SH4ET I CITY OF CARLSBAD uiJ PLANNING DIVISION 3 IRRIGATION PLAN FOR: LA COSTA TOWN SQUARE 63 R£S/0£NTIAL MODEL LOTS 18-20 I APPROVED: rb'~ I [ I ~ ~\--..:,-,\-IS' ·';-11,c PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: c.r oB-03 475-2M • Ill • AS-BUILT IRRIGATION LEGEND'!-~-~- • (50) IM I Point of Connection (Water Meter) ~ ·~/ !YI Reduced Pressure IA! Backflow Preventer Flow Sensor Pressure Reducing Booster Pump Valve Remote Control Valve Drip Remote Control Valve Quick Coupler Valve Master Control Valve Controller Pull Box ..,..... Ball Valve ----Pressurized Main Line L~o· Angle * Mainline and wire stub-out e Station No. F.S.L.P. From Street Light Post TESHIMA DESIGN GROUP lANDSCAPE ARCHITECTURE • IAND PIANNING 9903 BUSINFSSPARK AVE. SUITE 100 • SAN DIBGO, CA 92131 PH• (15111 IBHl24 FAX' (15111 <IIB-1182 TOO JOB NO. 13--02 DATE: 9-ll-13 • \ \ i \ ' \ \ i \ I -· -s~t'1~ / \ \ \ \ ,, \ '• __ ,_ ' \ \ ·, ·,. ___ ,_ .. _ ----, __ I I ' \ / / I I I I ,Wt,'h-'---- / I -·-------" I I I North u 0 5' 20' 40' 5GALE, 1 "=20'-0" 4-1-15 DATE RANCHO - -t. -,_ y_ -' _y_ '' -y_ -1/ \' -t------ 35 36 37 38 39 40 41 42 i43 44 45 46 47 ; : SITl6,0 =/i:LIM~A"""pf':: •• ••• ••r• •••• .... ••• ••■ ••• •1• nl ■■ •• ■■u ■-■■ ••• -••"' ,. 3 32 :31 30 29 2s 21 26 fas .J s1 56. 55 54 ! : /-'r-t-+n-'° I -+-1,-,-1-.,l,.-.lJ.''-1/ ' s•• \ r j • I 6] -~ _,,____ 1-'f""--o.s. 18 19i 20 ~ ---. 2f'/.•,= .. ----- =,;:~~ . t1,U~ 1-------fl.\J'e -cos1" I> 3 ·l t . , • KEY MAP • ' ,, NOTTO SCALE ~ North SEE SHEET 12 FOR IRRIGATION LEGEND SEE SHEET 6 FOR IRRIGATION SCHEDULE SEE SHEET 13, 14 AND 15 FOR IRRIGATION DETAILS SEE SHEET 12 FOR IRRIGATION NOTES SEE SHEET 31 FOR SPECIFICATIONS ' NOTE: Contractor shall be required to obtain an encroachment permit for installation of any mainline within the right-of-way. NOTE: Sleeves on Recycled Water Mainline must extend Min. 1 O feet each side of Potable Main per Note #16 on Sheet!-(Typical for all Crossings) NOTE: Installation of irrigation as shown on the approved plans shall commence within 1 O days of the time when each slope is brought to grade as shown on the approved grading plans. \ ' ~x·"'- / ,,, " ', "AU&ILT" / /~~ ~ / "·~ ·, ' / / I' · .. APPROVED FOR PLANTING /// / '\.,._ ✓''\ ~,j AND IRRIGATION ONLY. ~L~--l~L 1/~rJEl~ INCLUDING PRECISE /2/ \ LOCATION OF PLANTING REVIE~Y: AREAS. {1!,,/2 6-i--~\-o"tl--~-~-~--INSPECTOR DATE MS /1\ EXTEND MAINLINE TO LOT 57. ADD VALVE NUMBERS B93 AND B94. I SHSET I CITY OF CARLSBAD Lill PLANNING DIVISION 3 IRRIGATION PLAN FOR: LA COSTA TOWN SOUARE 63 RESIDENTIAL MODEL LOTS 18-20 I APPROVED: rtu.d!J.., 6:r-~\-e¼-I c;:-~-l\..o DATE PLANNING OWN BY: PROJECT NO. DRAWING NO. INITIAL DATE INITIAL DATE INITIAL CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C, T. 08-0.J 475-2M RANCHO 1--., -- \ ---t I 34 I 35 36 37 38 39 40 41 42 KEY MAP f . \/ j43 ;4 4s i NOTTO SCALE I I I TESHIMA DESIGN GROUP I.ANDSCAPE ARCHITECI'URE • I.AND PIANNING 9903 BUSINF.SSPARK AVE. SUITE 100 • SAN DIEGO, CA 92131 PII' ~ li!l3-IJ824 F/00 ~ lil:rll82 TOO JOB NO. 13--02 DATE: 9-ll-13 Nor-th ----------------- SEE SHEET 12 FOR IRRIGATION LEGEND SEE SHEET 13, 14 AND 15 FOR IRRIGATION DETAILS SEE SHEET 12 FOR IRRIGATION NOTES SEE SHEET 31 FOR SPECIFICATIONS AS-BUil T IRRIGATION LEGEND ........ F.S.L.P. u 0 5' Point of Connection (Water Meter) Reduced Pressure Backflow Preventer Flow Sensor Pressure Reducing Booster Pump Valve Remote Control Valve Drip Remote Control Valve Quick Coupler Valve Master Control Valve Controller Pull Box Ball Valve Pressurized Main Line Angle Mainline and wire stub-out Station No. From Street Light Post NOTE: Contractor shall be required to obtain an encroachment permit for installation of any mainline within the right-of-way. NOTE: Sleeves on Recycled Water Mainline must extend Min 1 0 feet each side of Potable Main per Note #16 on Sheet 1_. (Typical for all Crossings) NOTE: Installation of irrigation as shown on the approved plans shall commence within 1 0 days of the time when each slope is brought to grade as shown on the approved grading plans. 4-1-15 MS /1\ EXTEND MAINLINE TO LOT 57.ADOVALVE NUMBERS B93AND 894. North :20' 40' SC.ALE: 1''=20'-0'' DATE INITIAL REVISION DESCRIPTION ENGINEER OF WORK IRRIGATION SCHEDULE ln,;;tall irrigation rrmir111no anrJ remote conirol valves in the parkway landscape aroa at 111 18' from edne on sidewFllk SoH Dvtail I and J for remote control valve installation. Connect remote contol valve to Conirol[er '8' installed par City end DEH apjJroved plan, City DWG. No. 475-2L and D.EH. -RW # ::J248 ~ Install ball valve in the parkway landscape area (typ). [3] !nstaii all lateral lines in the parkway landscape areas (Typ). i41 1 ... I Adjust irrigation in the landscape areas adjacent to the transformers, light poles, fire hydrants, electrical units and other utiliU~1s to provicle a 100% heaa to head C<Ntiragc,. Adjust spray heads and MP Rotators to ke(lp spray off the utility devices. r· ,5 Contractor shall provide wire stub r)ut at the end of the mainline run qJ this location. Install wire with water proof splices 3M part number DDRY-6 distributed by PaigG electric. Install wire in a IO" round va!va box. Attach wires to a PVC pipe staks:. If] Install flood bubblers between th,;, wa.1I and the sidewalk edge at ::i' O.C. [7] Install ball valves in the parkway ianclscape ,m,a on both ;;ides of the property line for possible future separation. !al L...-__ t Wire Sleeve (typ). Existing slope irrigation to be connected to new remote control valvP.s numbers 29 [9] and 30. The slope irrigation will be maintained by the Horne Owner Association. Adjust existing slope irrigation to 0.ct;ommodate new wa!! and concrete curb installation. Existing slope irrigation to be connected to new remote control va!ve3 numbers 24 and 25. The slope irrigation will be maintained by the Home Owner Association. ;10! L __ j Adj us! existing slope irrigation to accommodate new wall and concrete curb installation. The rest of the existing slope irrigation shall remain connected to Let 2l' privately maintained irrigation system. Tree Hubbler location shown is approxitnate. See Planting Plan for exact tree [iJ location. See Detail E. Install (2) bubblars at each trai:, location. lns!ail on<! bullhler in a 4" Pref. Pipe. Install one bubb!er on a 6" pop-up body. When a potable water line and recycled water line cross, the recycled water line 12 shall be installed within a protective sleeve. See Recycled Water Notes Number 16 and 17 on Sheet 1, Irrigation recycled water mainline installed per City ancl DEi-i approved plan, City [1~] DWG. No. 475-2L and D.E.H. -RW # 32-18. Protect in place. Location shown :s approximate. Contractor to vmify in field prior to cmnm£me;ement of work. Contractor shall connect new rer:yclod water irrigation mainline to recycied water irrigation mainiine stub out (installed per City ana DEH approved plan, City DWG. [14] No. 475-2L and D.E.H. -RW # 3248) in lhe parkway landscape area at this approximate location. Contractor shall varity the location in the field prior to commencement ot won<. Connect new wires at this location. '1 sJ "Do Not Drir,k" Sir,n location (Total 5). S:;;c Detail on Sh(mi. 2. '~UILT" APPROVED FOR PLANTING AND IRRIGATION ONLY. 'jlg_ ~/ 4Le~11p INCLUDING PRECISE .E. · ' DAT LOCATION OF PLANTING AREAS. REVIEWED rY: /-0~ -C:t ,-~ \-,;it I?-~-"-, INSPECTOR DATE I SH6ET I CITY OF CARLSBAD Lill PLANNING DIVISION 3 /RR/GA TION PLAN AND SCHEDULE FOR: LA COSTA TOWN SQUARE 63 RESIDENTIAL MODEL LOTS 18-20 I APPROVED: ~r Cq: f:::.lt-dt: I c; • .Z..-1"'2 PLANNING DATE DWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: 475-2M OTHER APPROVAL CITY APPROVAL RVWD BY: C.T. 08-03 ■ ■ ■ II II * TESIHMA DESIGN GROUP 1ANDSCAPE ARCHITECTURE • I.AND PIANNING 9903 BlJSINBSm>ARK AVE. SUITE 100 • SAN DIP.GO, CA 92131 i'H' (158) 9l3-ill24 FAX! (158) tm-082 TOO JOB NO. 13-02 DATE= 9-ll-13 MATCHLINE -SEE SHEET 3 SEE SHEET 12 FOR IRRIGATION LEGEND SEE SHEET 6 FOR IRRIGATION SCHEDULE SEE SHEET 13, 14 AND 15 FOR IRRIGATION DETAILS SEE SHEET 12 FOR IRRIGATION NOTES SEE SHEET 31 FOR SPECIFICATIONS North 0 5' :20' 40' SC.ALE: 1"=20'-0" I : SITIO LIMA A-/./ 1 ~-=""""~ . / ,v "'F' ' : ...... -·\ /' -·--... '"-·---■-■ ••• ----53 " ' . 57 56 55 54 · \,,,,/ :;1/7_,./ ✓----,,,/67 ( / o::J / ...... ~~­•' @ North AS-BUILT IRRIGATION LEGEND ~ Point of Connection (Water Meter) [%] Reduced Pressure Backfl ow Preventer ®) Flow Sensor ® Pressure Reducing Valve ~ Booster Pump ~ Remote Control Valve E9 Drip Remote Control Valve • Quick Coupler Valve @) Master Control Valve [g] Controller §] Pull Box ....... Ball Valve ----Pressurized Main Line L~o· Angle * Mainline and wire stub-out e Station No. F.S.L.P. From Street Light Post NOTE: Contractor shall be required to obtain an encroachment permit for installation of any mainline within the right-of-way. NOTE: Sleeves on Recycled Water Mainline must extend Min 1 O feet each side of Potable Main per Note #16 on Sheet 1. (Typical for all --Crossings) NOTE: Installation of irrigation as shown on the approved plans shall commence within 1 O days of the time when each slope is brought to grade as shown on the approved grading plans. 4-1-15 MS /i\ EXTEND MAINLINE TO LOT 57. ADD VALVE NUMBERS B93 AND 894. APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. I SH1ET I ~~-r·~ @II~ p~ IDATt REVIEWEU{' rt,...::;_ . 6:i::-E::{\~<\r ?' ~-,'"° INSPECTOR DATE CITY OF CARLSBAD Lill PLANNING DIVISION 3 IRRIGATION PLAN FOR: LA COSTA TOWN SQUARE 63 RESIDENTIAL MODEL LOTS !8-20 APPROVED: (~_,,;,l G;-, E:(.\~ i:;. ?..-!'-,, PLANNING DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C.T. 08-03 475-2M RANCHO ,--~-. -' . ,, I __ y_'L _ _L \ 34 3S 36 37 38 39 40 41 42 NOTTO SCALE TESIDMA DESIGN GROUP IANDSCAPE ARCHITECTURE · LAND Pl.ANNING 9'J03 BlJSINFSg>ARK AVE. SUITE IOO • SAN DIEGO, CA 92131 PH' (158) l!IJ--m4 FAX' (158) 61:rlll! TOO JOB NO. 13-02 DATE: 9-ll-13 @ North SEE SHEET 12 FOR IRRIGATION LEGEND SEE SHEET 6 FOR IRRIGATION SCHEDULE SEE SHEET 13, 14 AND 15 FOR IRRIGATION DETAILS SEE SHEET 12 FOR IRRIGATION NOTES SEE SHEET 31 FOR SPECIFICATIONS North u 0 5' 20' 40' SCALE: 1"=20'-0" NOTE: Contractor shall be required to obtain an encroachment permit for installation of any mainline within the right-of-way. NOTE: Sleeves on Recycled Water Mainline must extend Min 1 O feet each side of Potable Main per Note #.:!.§_ on Sheet 1_. (Typical for all Crossings) NOTE: Installation of irrigation as shown on the approved plans shall commence within 1 O days of the time when each slope is brought to grade as shown on the approved grading plans. 4-1-15 MS /1\ EXTEND MAINLINE TO LOT 57. ADD VN_VE NUMBERS 893 AND 894 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION "A~LT" APPROVED FOR PLANTING AND IRRIGATION ONLY. jJL~. . ~/<p INCLUDING PRECISE .. ~E LOCATION OF PLANTING AREAS. REVIEW~D . Br l~~ ~~ E:::J)..-~ I';·~-~~ ' . INSPECTOR DATE I SH8ET I CITY OF CARLSBAD I S3E3TS I PLANNING DIVISION IRRIGATION PLAN FOR: LA COSTA TOWN SOUAR£ 63 R£S/O£NTIAL MODEL LOTS 18-20 I APPROVED: ~~ . , t:::{~A I Ii· ~-k,, PLANNING C:f DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: C. T. 08-0J 475-2M AS-BUILT IRRIGATION LEGEND ~ [%] @ ® [E] ~ EB • @ [g] ---- e F.S.L.P. ---- Master Control Valve Controller Pull Box Ball Valve Pressurized Main Line Angle Mainline and wire stub-out Station No. From Street Light Post RANCHO 1---.t. " -y -.. ; \/ ' -L f--y I 34 35 36 37 38 39 40 41 42 i43 44 45 . NOTTO SCALE * TESIIlMA DESIGN GROUP IANDSCAPE ARCHITECTURE • lAND PLANNING 9903 B~ARK AVE. SUITE 100 • SAN DIEGO, CA 92131 flt-(8!8)119J-11824 FAX! lNJl!IJ-llll2 TOO JOB NO. 13--02 DATE= 9-ll-13 ~ North SEE SHEET 12 FOR IRRIGATION LEGEND SEE SHEET 6 FOR IRRIGATION SCHEDULE SEE SHEET 13, 14 AND 15 FOR IRRIGATION DETAILS SEE SHEET 12 FOR IRRIGATION NOTES SEE SHEET 31 FOR SPECIFICATIONS North w 0 5' 20' 40' SC.ALE: 1"=20'-0" NOTE: Contractor shall be required to obtain an encroachment permit for installation of any mainline within the right-of-way. NOTE: Sleeves on Recycled Water Mainline must extend Min. 1 O feet each side of Potable Main per Note #.1§_ on Sheet _:1_. (Typical for all Crossings) NOTE: Installation of irrigation as shown on the approved plans shall commence within 1 O days of the time when each slope is brought to grade as shown on the approved grading plans. 4-1-15 MS fj\ EXTEND MAINLINE TO LOT fil. ADD VALVE NUMBERS B93 AND 894, DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION I ' IRRIGATION SCHEDULIII ~.•~=n (CONTIHUIEDJ 161 Install two (2) Hunte, 12" pop-up MP Rotators model, ---.. I PROS-12--PRS30-CV-H-MP100090 ! 17 Replace existing potable latara! line with new 3/4" pu:pie color rocycled waler CL 200 I;;,teral line. ----- Hl Install purple reclaimed water caps 0,1 all existing pop-up heads. J~ Install check valves and fecycled water warning tag (adhesive-backed) ori all existing heads on risers. ~ Install new ~leave under the existing sidewalk . APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. INSPECTOR • .. -✓ DATE I SHgET I CITY OF CARLSBAD CTr] PLANNING DIVISION !RR/CA T!ON PLAN FOR: LA COSTA TOWN SOUARE 63 RESIDENTIAL MODEL LOTS 18-20 I APPROVED: ~\ ¼ ~\4\" I ~-?· ~...,, DATE PLANNING DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: C. T. 08-0J 475-2M OTHER APPROVAL Cl1Y APPROVAL RVWD BY: NOTE: Contractor shall be required to obtain an encroachment permit for installation of any mainline within the right-of-way. NOTE: Sleeves on Recycled Water Mainline must extend Min. 10 feet each side of Potable Main per Note #16 on Sheet .1_. (Typical for all Crossings) NOTE: Installation of irrigation as shown on the approved plans shall commence within 1 O days of the time when each slope is brought to grade as shown on the approved grading plans. I - I I 34 RANCHO _ 'l _ t !43 35 36 37 38 39 40 41 42 ! 44 45 : SITIO LIMA KEY MAP NOTTO SCALE * TESIIlMA DESIGN GROUP LANDSCAPE ARCHITECTURE · IAND PIANNING 9903 BUSINFSSPARK AVE. SUITE 100 • ~ DIEGO, CA 92131 m, ~-Ft.JC~- TOO JOB NO. 13--02 DATE= 9-11-13 ~ North ~ [I1 ......... ---- * F.S.L.P. Point of Connection (Water Meter) Reduced Pressure Backflow Preventer Flow Sensor Pressure Reducing Valve Booster Pump Remote Control Valve Drip Remote Control Valve Quick Coupler Valve Master Control Valve Controller Pull Box Ball Valve Pressurized Main Line Angle Mainline and wire stub-out Station No. From Street Light Post SEE SHEET 12 FOR IRRIGATION LEGEND SEE SHEET 6 FOR IRRIGATION SCHEDULE SEE SHEET 13, 14 AND 15 FOR IRRIGATION DETAILS N NOTES SEE SHEET 12 FOR IRRIGATIO SEE SHEET 31 FOR SPECIFICA TIONS 4-1-15 MS Ji\. EXTEND MAINLINE TO LOT 57. ADD VALVE NUMBERS 893 ANO B94. North 0 5 1 201 401 5GALE, 1"=20'-0'' DATE INITTAL REVISION DESCRIPTION ENGINEER OF WORK APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. / / "~ILT" i&~-. +ltdtlp P. . · ' DAT REVl~\Y: f?· "s· 11,:, ~ L~f4\c.d\- INSPECTOR 1 DATE CT[] CITY OF CARLSBAD Lill 0 PLANNING DIVISION 3 IRRIGATION PLAN FOR: LA COSTA TOWN SOUARE 63 RESIDENTIAL MODEL LOTS 18-20 I APPROVED: M{ 4r t:-1 \4 c:;. ?,. .,~ I DATE PLANNING OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: C.T. 08-03 475-2M CITY APPROVAL RVWD BY: OTHER APPROVAL ------------\----- ' TESHIMA DESIGN GROUP IANIEAPE ARCHITECTURE · LAND PIANNING 9903 BUSINF.sSPARK AVE. SUITE 100 · SAN D!000, CA 92131 m> Qi.111) fi!J.Hlll4 FAX! Qi.111) fil.!-ll82 TOO JOB NO. 13--02 DATE 9-11-13 IRRIGATION CONTROLLER 'B' 99-STATION (2-WIRE DECODER SYSTEM) HUNTER CONTROLLER, MODEL ACC-99D-SS-PED-SS/HFS-FCT-100/SOLAR SYNC/ICD-HP/ICR-KIT INSTALLEDPER CITY AND DEH APPROVED PLAN, CITY DWG. NO. 475-2L AND DEH. • RW # 3248. APPROX-WHERE SHOWN, FIELD VERIFY. SEE SHEET 12 FOR IRRIGATION LEGEND SEE SHEET 6 FOR IRRIGATION SCHEDULE RECYCLED WATER POINT OF CONNECTION 'B' INFORMATION LA COSTA AVENUE, STREET STATION# 149+50 Water Mater HGL Meter Elevation Static Pressure Peak Flow Controller Type Stations Available Stations Used Backflow Device Booster Pump 1·1/2" Recycled Water Irrigation Meter. See Note below. 580 287 127 psi 28gpm Hunter Controller ACC-99D-SS-PED-SS/ HFS-FCT-100/SOLAR SYNC/ICD-HP/ICR-KIT (2-wire controller decoder system). See Note below. 99 90 1-1/2" Febco 825Y. See Note below. Barrett Pumps, Model 10GA5 -1 ¼", 1HP. See Note below. ---------------- RANCHO ---- I -.l:. I '{_ I 34 35 36 37 38 39 40 41 42 ~ KEY MAP NOTTO SCALE North AS-BUILT IRRIGATION LEGEND NOTE: I Installation of irrigation as shown on the approved plans shall commence within 1 O days of the time when each slope is brought to grade as shown on the approved grading plans. NOTE: Sleeves on Recycled Water Mainline must extend Min. 10 feet each side of Potable Main per Note #.:!.§. on Sheet.!-(Typical for all Crossings) NOTE: ~ ~ ® ® [E] ~ E9 • (§ @] ........ ----bo· * e F.S.L.P. Point of Connection (Water Meter) Reduced Pressure Backflow Preventer Flow Sensor Pressure Reducing Valve Booster Pump Remote Control Valve Drip Remote Control Valve Quick Coupler Valve Master Control Valve Controller Pull Box Ball Valve Pressurized Main Line Angle Mainline and wire stub-out Station No. From Street Light Post Contractor shall be required to obtain an encroachment permit for installation of any mainline within the right-of-way. APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING REVIEW_E D(_BY: NOTE: AREAS. [~\ / ~-f:,~ \..J.1 WATER METER, BACKFLOW PREVENTER, CONTROLLER AND BOOSTER PUMP ~ 0· '?-'~ INSTALLED PEA CITY AND DEH APPROVED PLAN, CITY DWG. NO. 4r7-:-5·-:2~L ~AN;:-D-,---.;;:;--r:;,:-:===:::::-:-:::-::-::::::::::::::::::::::-.:::::::::::=.L--,--,--,---i-----r-;:::;::::;:;;;;:::;-:=l::::;N::S:;P;:EC;T;::;0::R=::::;::;:;::::::::;:::;::;;;::;;:;~;:;~-;D::;A::T;:;E;;;;;;:;::;7 D.E.H.-RW#3248 41 15 MS 1 EJCTENDMAINUNETOLOT57.ADDVALVENUMBERSB93ANOB94. ~ CITY OF CARLSBAD ~ 1-------1---+---------------+--t--+--t---J LllJ PLANNING DIVISION U1_j ~:::::::::'..=============::::::..::===; IRRIGATION PLAN FOR: LA COSTA TOWN SOUARE 63 RESIDENT/AL SEE SHEET 13, 14 AND 15 FOR IRRIGATION DETAILS SEE SHEET 12 FOR IRRIGATION NOTES North MODEL LOTS 18-20 APPROVED: PLANNING SEE SHEET 31 FOR SPECIFICATIONS 0 5 1 201 401 SC-ALE: 111 =20'-0 11 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: --- CHKD BY: __ _ RVWD BY: PROJECT NO. C.T. 08-03 DRAWING NO. 475-2M IRRIGATION NOTES 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF TfllS WORK ARE flEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SflALL BE CARRIED OUT BY THE CONTRACTOR. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE CCMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3. TflE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM TflE WORK INDICATED HEREIN BEFORE BEGINNING WORK. THE CONTRACTOR SHALL OBTAIN TflE PERTINENT ENGINEERING OR ARCHITECTUAL PLANS AND AS-BUILT DRAWINGS BEFORE BEGINNING WORK. 4. CONTRACTOR SHALL COORDINATE ALL IRRIGATION LINES AND CONTROLLER WIRES WITH PROPOSED LOCATIONS OF PLANT MATERIAL AND ROOT BARRIERS PRIOR TO INSTALLATION. ALL IRRIGATION SLEEVES SHALL BE COORDINATED AND INSTALUED PRIOR TO INSTALLATION OF ANY PAVING, WALL FOOTINGS/ FOUNDATIONS, CURBS AND ETC. 5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SflOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALUED WITHIN PLANTING AREAS AS NECESSARY. 6. DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SflOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITTONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCfl CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CflANGES DEEMED NECESSARY BY THE OWNER. 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SflALL BE RESPONSIBLE TO COMPLY WITH OLIVAINHAIN MUNICIPAL WATER DISTRICT, CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. B. ALL LATERALS, MAINLINE AND WIRE UNDER PEDESTRIAN PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE TWICE THE DIAMETER OF THE PIPE CARRIED. ALL LATERALS, MAINLINE AND WIRE UNDER VEHICLE PAVED AREAS TO BE INSTALLED IN A SCH. BO SLEEVE 1WICE THE DIAMETER OF THE PIPE CARRIED. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. ALL SLEEVES TO BE AS SHOWN ON THE PLANS. 9. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDING, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 10. ALL HEADS INDICATED ON THE PLANS AT A SPACING LESS THAN 75% OF FULL OPEN THROW, AS PER MANUFACTURER'S RECOMMENDATIONS, ARE TO RECEIVE A PCS SCREEN OF APPROPRIATE SIZE TO REDUCE THE RADIUS TO MORE CLOSELY MATCH THE SPACING. REFER TO THE MANUFACTURER'S CHARTS PROVIDED WITH PCS SCREENS FOR SIZING OF SCREENS. 11. PROVIDE CLEAN SAND BEDDING AND BACKFILL FOR PRESSURE MAINLINE PIPE (3 IN. BELOW AND 6 IN. ABOVE PIPE MINIMUM). 12. IRRIGATION SYSTEMS ARE TO BE INSTALLED AS SHOWN ON THE PLANS & IN ACCORDANCE W!THE CRITERIA AND STANDARDS OF THE OLIVAINHAIN MUNICIPAL WATER DISTRICT AS OF THE APPROVED DATE OF THESE PLANS. 13. USE VARIABLE ARC NOZZLES AS REQUIRED TO ACHIEVE CCMPLETE COVERAGE WITH MINIMAL OVERSPRAY 14. SYSTEMS ARE DESIGNED FOR A MINIMUM OF 40 psi FOR SPRINKLER HEADS. 15. ALL LATERAL END RUNS SHALL BE 3/4" CL. 200, UNLESS OTHERWISE NOTED. 16. ALL REMOTE CONTROL VALVES SHALL BE INSTALLED IN VALVE BOXES, ONE VALVE PER BOX. LOCATE ALL REMOTE CONTROL AND QUICK COUPLING VALVES ADJACENT TO WALKS OR CURBS. 17. CHECK VALVES SHALL BE INSTALLED AS REQUIRED TO PREVENT ALL LOW HEAD DRAINAGE. 18. CONTRACTOR SHALL VERIFY THAT THERE IS ADEQUATE PRESSURE AVAILABLE AT THE SITE FOR THE IRRIGATION SYSTEM TO WORK PROPERLY. IDEALLY THERE SHOULD BE 40 POUNDS OF PRESSURE AT LAST HEAD ON EVERY CIRCUIT. DESIGN ASSUMES 87 PSI AT THE POINT OF CONNECTION AS PROVIDED BY TI~E OLIVAINHAIN MUNICIPAL WATER DISTRICT. SHOULD PRESSURE BE DIFFERENT THEN SHOWN ON THE PLAN CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR INSTRUCTIONS PRIOR TO PROCEEDING WITH INSTALLATION. 19. IF AVAILABLE PRESSURE EXCEEDS BO PSI CONTRACTOR SHALL ADJUST PRESSURE AT PRESSURE REQULATOR. 20. CONTRACTOR SHALL VERIFY PROPOSED LOCATION FOR BACKFLOW PREVENTER AND IRRIGATION CONTROLLER PRIOR TO INSTALLATION. OLIVAINHAIN MUNICIPAL WATER DISTRICT. BACKFLOW SPECIALIST TO APPROVE BACKFLOW PREVENTER LOCATION. 21. INSTALL (1) HUNTER SOLAR-SYNC RAIN SHUT-OFF DEVICE, PER CONTROLLER, PER MANUFACTURER'S RECOMMENDATIONS. 22. CONTRACTOR SHALL PROVIDE WIRE STUB OUT AT EACH END OF THE MAINLINE RUN SHOWN ON PLAN. INSTALL WIRE WITH WATER PROOF SPLICES 3M PART NUMBER DBRY-6 DISTRIBUTED BY PAIGE ELECTRIC. INSTALL WIRE AND MAINLINE STUB OUT IN A 10" ROUND VALVE BOX. ATTACH WIRES TO A PVC PIPE STAKE. 23. CROSSOVER SLEEVE TO BE PROVIDED WHERE RECYCLED WATER IRRIGATION MAINLINE CROSSES POTABLE DOMESTIC WATER MAINS. SLEEVE TO BE INSTALLED ON RECYCLED MAIN AND EXTEND TEN (10) FEET ON EITHER SIDE OF THE POTABLE MAIN. 24. CONTRACTOR SHALL PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE TO THE LANDSCAPE ARCHITECT AT THE TIME OF FINAL INSPECTION. 25, IRRIGATION SYSTEM IS DESIGNED TO OPERATE ONE VALVE AT A TIME. IF NECESSARY CONTRACTOR CAN COMBINE THE RUN TIME OF SOME VALVES TO ASSURE THE PROPER PERFORMANCE OF THE MASTER VALVE AND THE FLOW SENSOR. (FLOW SENSOR NEEDS MORE THEN 3 GPM TO OPERATE PROPERLY). CONTRACTOR CAN SET THE CONTROLLER TO OPERATE TWO OR MORE VALVES AT THE SAME TIME ONLY IF THE TOTAL COMBINED FLOW OF THE VALVES DO NOT EXCEED 25 GPM. 26. CONTRACTOR SHALL PROVIDE IRRIGATION WATERING SCHEDULES FOR PLANT ESTABLISHMENT PERIOD, ESTABLISHED LANDSCAPING, TEMPORARILY IRRIGATED AREAS AND DIFFERENT SEASONS. IRRIGATION WATERING SCHEDULE SHALL BE PROVIDED TO THE LANDSCAPE ARCHITECT AT THE TIME OF FINAL INSPECTION. 27. CONTRACTOR SHALL BE REQUIRED TO OBTAIN AN ENCROACHMENT PERMIT FOR INSTALLATION OF ANY MAINLINE WITHIN THE RIGHT-OF-WAY. TESIIlMA DESIGN GROUP LANDSCAPE ARCHITECflJRE • I.AND Pl.ANNINO 9903 BUSINFSSPARK. AVE. SUITB 100 • SAN DIEGO, CA 921ll PHI fll5lll IIJJ-111121 FAX< fll5lll IIJJ-1182 TOO JOB NO. 13-02 DATE= 9-ll-13 SYMBOL [%] r----, I I tC'B11 I I L----.J DESCRIPTION Recycled Water Meter Reduced Pressure Backflow Preventer Remote Control Valve Master Control Valve Booster Pump Existing Controller 'B' ,.-... , :'Fs) Flow Sensor \,. __ ... , r,---J :RS: ET/Rain Sensor l..---.J • Quick Coupler ..... Ball Valve [§ Electrical Connection NOT Pressure Reducing Valve SHOWN NOT SHOWN Decoder NOT SHOWN Wire NOT SHOWN Check Valve I El< Pressurized Purple Mainline I Pressurized Purple Mainline Non-pressurized ~---~ Purple Lateral Sleeve • Purple Color for Sch.40 Gray Color for Sch. 80 Controller Station Maximum GPM Valve Size EQUIPMENT LEGEND MANUF Hunter Nelson KBI Hunter Hunter KBI PVC PVC PVC MODEL SIZE 1-1/2" 1-1/2" NOTES Installed per City and DEH approved plan, City DWG. No. 475-2L and D.E.H. • RW # 3248. Approx. where shown, field verify. Installed per City and DEH approved plan, City DWG. No. 475-2L and D.E.H. • RW # 3248. Approx. where shown, field verify. ICV-xxxG-R-AS-ADJ Size Per Plan Install in valve box with purple lid per Detail I and J. Install with Hunter Accu-Sync Pressure Regulator. 7645 WLT-0000-T ICDxxx ID1BLU KC-Series Sch.40 1-1/2" 1" Installed per City and DEH approved plan, City DWG. No. 475-2L and D.E.H. -RW # 3248. Approx. where shown, field verify. Installed per City and DEH approved plan, City DWG. No. 475-2L and D.E.H. • RW # 3248. Approx. where shown, field verify. Hunter Controller Model, ACC-99D-SS-PED-SS/H FS-FCT-1 00/SOLAR SYNC/ICD-HP/ICR-KIT 99-Stations (2-wire controller decoder system) installed per City and DEH approved plan, City DWG. No. 475-2L and D.E.H. • RW # 3248. Approx. where shown, field verify. 1-1/4" 1" Line Size 120 Volt 1-1/2" 14AWG 2" Installed per City and DEH approved plan, City DWG. No. 475-2L and D.E.H. -RW # 3248. Approx. where shown, field verify. Contractor to input the K value and Offset value at the controller. Contact Hunter representative for additional information. Install per manufacturer's specmcations. Installed par City and DEH approved plan, City DWG. No. 475-2L and D.E.H. • RW # 3248. Approx. where shown, field verify. Install in 1 O" Round Valve Box with purple lid per Detail F. Install with ACME threads. Brand lid with letters 1!QC11• Install in 1 O" round valve box with purple lid per Detail H. Plug or hard wire controller onto GFI electrical outlet. Location to be determined by Owner. Installed per City and DEH approved plan, City DWG. No. 475-2L and D.E.H. • RW # 3248. Approx. where shown, field verify. Decoders shall match station output quantity. Output from decoder to valve shall not exceed 150 feet. Install decoders in valve boxes at each valve cluster. Attach decoder to PVC pipe stake. See Decoder Installation Detail D. lnslall 14-2 twisted pair red and blue wire in a protective jacket per manufacturers specifications. Use only DBRY-6 wire connectors on all decoder splices in 2-wire path. Contractor shall install grounding plate for every 1000 feet of 2-wire path or every 12th decoder whichever comes first. See Decoder Grounding Detail C. Color coded valve wire pairs extending from !CD decoder oulput station to each valve solenoid shall be colored to match decoder output and may not to exceed 150 feet. Red and Blue wire may not be used to extend decoder outputs to solenoid or sensor device as they may later be confused with the two wire path. All decoder wire splices, grounding, intersections or end runs on the two wire path must be connected using DBR/Y-6 Wire connectors. No wire ends shall be left without manufacture approved water proof wire splice properly installed. See Wire Connector Detail K Install where required to prevent low head drainage. Installed par City and DEH approved plan, City DWG. No. 475-2L and D.E.H. • AW# 3248. Approx. where shown, field verify. or less Cl. 315 Size Per Plan 2" or more Install with 18" cover. See Trenching Detail L Install trust blocks on mainline at direction changes. Class 200 Size Per Plan Install with 12" cover. See Trenching Detail L Sleeve under improvements: Under Vehicle Paving install mainline, wiring and laterals in separate PVC Sch. 80 sleeves with 36" cover. Under Pedestrian Paving install mainline, wiring See Notes Size Per Plan and laterals in separate PVC Sch. 40 sleeves with 1811 cover. All sleeves shall be 2 limes line size. Note: where mainline is shown sleeved, Install 4" wire sleeve. See Sleeve Detail M. NOTES: ALL SPRAY HEADS ARE TO BE EQUIPPED WITH BUILT-IN CHECK VALVES. ALL SPRAY HEADS TO BE EQUIPPED WITH A PRESSURE COMPENSATING DEVICE. ALL HEADS ARE TO BE ADJUSTED TO PROVIDE BEST COVERAGE TO THE LANDSCAPED AREA WITHOUT OVER SPRAY ONTO BUILDINGS, WALLS, WALl'0NAYS AND PAVING. IRRIGATION SYSTEM IS DESIGNED TO OPERATE ONE VALVE AT A TIME. IF NECESSARY CONTRACTOR CAN COMBINE THE RUN TIME OF SOME VALVES TO ASSURE THE PROPER PERFORMANCE OF THE MASTER VALVE AND THE FLOW SENSOR. (FLOW SENSOR NEEDS MORE THEN 3 GPM TO OPERATE PROPERLY). CONTRACTOR CAN SET THE CONTROLLER TO OPERATE TWO OR MORE VALVES AT THE SAME TIME ONLY IF THE TOTAL COMBINED FLOW OF THE VALVES DO NOT EXCEED 25 GPM . SPRINKLERS, MP ROTATOR HEADS AND OTHER TYPES OF DISPERSION HEADS SHALL HAVE THE EXPOSED SURFACE COLORED PURPLE. THE EXPOSED SURFACE SHALL BE COLORED THROUGH THE USE OF INTEGRALLY MOLDED PURPLE PLASTIC OR PERMANENTLY ATTACHED PURPLE PIJ\STIC RING OR DISC. ALL SHRUB HEADS SHALL HAVE PURPLE CAPS. CONTRACTOR SHALL CONTACT HUNTER SPECIFICATION MANAGER, CHRIS ROESINK, AT 760.703.2474 AND SHALL SCHEDULE PRE-CONSTRUCTION MEETING TO REVIEW INSTALLATION DETAILS AND SPECIFICATIONS IN FIELD. INSTALL POP-UP BODIES WHEN HEADS ARE WITHIN 10 FEET OF WALKS, CURBS, ALONG TURF AREAS AND WHEN LOCATED WITHIN THE CITY RIGHT-OF-WAY, OR ANY OTHER AREA WHERE PEDESTRIAN TRAFFIC MIGHT OCCUR. IRRIGATION LEGEND SYMBOL DESCRIPTION MANUF MODEL PSI Turt MP Rotator Hunter Pro-Spray 13--MP Rotator Nozzle· MP Left/Right Strip PROS-06-PRS40-CV-R-MPLCS/MPRCS 515 40 liiil MP Rotator Nozzle· MP Side Strip PROS-06-PRS40-CV-R-MPSS50 40 Jc. MP Rotator Nozzle· MP Left/Righi Strip PROS-06-PRS30-CV-R-MPLCS/MPRCS 515 30 I,,_ MP Rotator Nozzle· MP Side Strip PROS-06-PRS30-CV-R-MPSS50 30 Turt Spray Hunter Pro-Spray .. Short Radius Nozzle -Quarter PROS-06-PRS30-CV-R-4Q 30 • Short Radius Nozzle· Half PROS-06-PRS30-CV-R-4H 30 Bubblers Hunter PROS·06-PRS30-CV-R ISi Flood Bubbler PCN-25 30 .. Tree Bubbler PCN-25 30 CALCULATION FOR RECYCLED WATER PEAK WATERING WINDOW POINT OF CONNECTION 'B' RUN TIME FORMULA T=60x Dx ETo x Kc/ PR x IE WHERE: T = 60 = D = ETo = Kc = PR = IE = Sprinkler run time in minutes Constant for conversion of area, ffow, inches per hour and inches per day into common units Watering frequency in days Reference avarage evapotranspiration rate, in inches per day Crop coefficient decimal PrecipitaUon rate of the area, in inches per hour Application efficiency of the system, percent CALCULATION MP ROTATOR STATIONS FOR DROUGHT TOLERANT PLANTING T = 60x 1 x 0.13x0.2 I 0.4x0.75 T = 1.56 / 0.3 = 5 minutes per day per station There is a total of 36 MP Rotator stations. With 1-1/2" water meter the system will run 2 or more valves at the time as long as their combined flow does not exceed 32 GPM. Stations that will run at same time are listed below: There are 7 stations that run between 16 and 1 D GPM. The contractor will be able to run 2 stations at a time. Calculation A: 7 stations/2 stations running at a time = 3.5 3.5x 5 minutes per day per station= 17.5 minutes or0.29 hours a day. There are 8 stations that run between 11 and 9 GPM. Toe contractor will be able to run 3 stations at a time. Calculation B: 8 stations/3 stati'ons running at a tim~ = 3.6 3.6 x 5 minutes per day per station = 18 minutes or 0.3 hours a day. There are 13 stations that run between a and 1 GPM. The contractor will be able to run 4 stations at a time. Calculation C: 13 stations/4 stations running at a time = 3.25 3.25x 5 minutes per day per station= 16.5 minutes or0.27 hours a day. There are 8 stations that run more then i 6 GPM. The contractor will be able to run 1 station at a time. Calculation D: 8 stations/1 station running at a lime = 8 8 x 5 minutes per day per station = 40 minutes or 0.66 hours a day. RADIUS 61 to 171 6' to 34' 4' to 12' 41 to 241 4' 4' CONCLUSION: Calculation A+ Calculation B + Calculation C + Calculation D = 17.5 minutes+ 18 minutes +16.5 minutes +40 minutes. TOTAL: 92 minutes or 1.5 hours of run time for the entire MP Rotator system per day. 1-------------------------------------- MP ROTATOR STATIONS FOR LAWN PLANTING T = BO x 1 x 0.13 x 0.6 I 0.4 x 0.75 T = 4.68 J 0.3 = 15 minutes per day per station There is a total of 56 MP Rotator stations. With 1-1/2" water meter the system will run 2 or more valves at the time as long as their combined fiow does not exceed 32 GPM. Stations that will run at same time are listed below: There are 11 stations that run between 16 and 1 O GPM. The contractor will be able to run 2 stations at a time. CalculaUan A: 11 stations/2 stations running at a time = 5.5 3,5 x 15 minutes per day per station= 82.5 minutes or 1.4 hours a day. There are 38 stations that run between 8 and 1 GPM. The contractor will be able to run 4 stations a1 a time. Calculation B: 38 stations/4 stations running at a time = 9,5 9.5x 15 minutes per day per station= 142.5 minutes or 2.4 hours a day. There are 7 stations that r:.m more then 16 GPM. The contractor will be able to run 1 station at a time. Calculation C: 7 stations/1 station running at a time = 7 7 x 15 minutes per day per station= 105 minutes or 1.B hours a day. CONCLUSION: Calculation A+ Calculation B + Calculation C = 82,5 minutes+ 142,5 minutes +105 minutes. TOTAL: 330 minutes or 5.5 hours of run time for the entire MP Rotator system per day. CONCLUSION A/J systems combined: MP Rotator system for drought tolerant planting (1.5 hours} + MP Rotator system for !awn planting (5.5 hours) = 7 hours of run time for the entire system per day. NOTE: Con1ractor shall determine the adequate run time based on the month of the year. GPM NOTES Body Style 0.22 Install all MP Rotators on 6" 0.44 pop-up bodies. Use bottom 0.14 inlet only. See Pop-up 0.27 Detail G. Body Style 0.22 Install all Spray Heads on 6" 0.44 pop-up bodies. Use bottom inlet only. See Pop-up Detail G. Body Style 0.25 Install all bubblers on 6" pop-up (2x) 0.25 bodies. See Pop-up Detail G. Install (2) bubblers per tree. See Tree I Bubbler Detail E. PRESSURE CALCULATIONS PROJECT: LA COSTA TOWN SQUARE -RESIDENTIAL LOCATION: LA COSTA AVE ANO RANCHO SANTA FE RD, CARLSBAD, CA PRESS ZONE/ SOURCE ELEV.: 580 DATE OF PRESSURE CHECK: 1/30/12 BY:O.M W.D. JOB NO.: 13-02 CLIENT N0.:858.259.8500 WATER AUTHORITY: OLIVENHAIN MUNICIPAL WATER DISTRICT CALC. DATE: 6/7/13 BY:MS VALVE NO. CHECKED: B88 PRESS. AT POC: 127 PSI POC ELEVATION: 287 HIGHEST HEAD: 376 PIPE PIPE SECTION TYPE 1 CL.200 2 CL.200 3 CL.200 4 CL.200 5 CL.200 PIPE SIZE 3/4" 3/411 3/4" 3/4" 1" A. TOTAL LATERAL SYSTEM LOSSES MAINLINE SYSTEM: PIPE PIPE SECTION TYPE 1 CL.315 PIPE SIZE 2" B. TOTAL MAINLINE SYSTEM LOSSES MISCELLANEOUS LOSSES: WATER METER BACKFLOW PREVENTER CONTROL VALVE MASTER CONTROL VAL VE FLOW SENSOR C. TOTAL MISCELLANEOUS LOSSES D. TOTAL SYSTEM LOSSES ( A+B+C) PIPE LENGTH 20' 20' 20' 20' 10' PIPE LENGTH 1,452' E. FITTING LOSSES { 15% OF TOTAL LOSSES) F. HEAD LOSS/ GAIN IN SYSTEM ACCUM. GPM 1.8 3.6 5.4 7.2 13 ACCUM. GPM 13 SIZE: 1-1/2" 1-1/2" 1" 1" 11/4" G. MINIMUM REQUIRED PRESSURE AT LAST HEAD H. DESIGN PRESSURE { O+E+F+G) I. AVAILABLE PSI J. RESIDUAL PSI { I-H) K. PUMP BOOST L. ADJUSTED RESIDUAL PSI ( J+ K) LOSS IN PSI .04 .16 .34 .56 .24 1.3 LOSS INPSI 3.2 4.9 .4 12 3.0 3.0 5.0 23.4 29.6 4.4 +38.1 30 102.1 127 24.9 APPROVED FOR PLANTING IRRIGATION ONLY. "AS BUILT" AND INCLUDING PRECISE LOCATION AREAS. OF PLANTING P.E. REVIEWED BY: INSPECTOR DATE DATE ~ CITY OF CARLSBAD ~ J-----+---+---------------+---+--+--------t--------i LJl_j PLANNING DIVISION Ul_j 1----+---+-------------t----+---+------------~=~==========:'....:::::::== DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IRRIGATION LEGEND, PRESSURE CALCULATIONS ANO NOTES FOR: LA COSTA TOWN SQUAR£ 63 R£S/D£NTIAL MODEL LOTS 18-20 APPROVED: t\ ·1~-1'? PLANNING DATE OWN BY: __ _ PROJECT NO. DR1'.WING NO. CHKD BY: __ _ RVWD BY: C.T. 08-03 475-2M I I I I ! ® @ 5IDEv-lAI. 24 IN. POTA6LE 5ERVIC.E LINE PURPLE METER BOX LID HATER METER z f z N 10 FT. MIN. TO POTA6LE MAINLINE IN 5TREE~I, Rl:C.YC.LED HATER IRRl5ATION MAINLINE H/SLE:EVE: NOTE, VERTIC.AL C.LEAAANC.E OF 12 IN. MIN. 15 MANDATORY Y'IHEN C.R055IN'5 PATH OF A POTABLE HATER LINE. INSTALLATION OF Rl:C.YC.LED HATER IRRl5ATION MAINLINE 24 IN. FROM FAC.E OF 5IDEHALK HILL PROVIDE THE NEc.E55ARY 10 FT. HORIZONTAL C.LEAAANC.E FROM POTA6LE MAINLINE IN THE STREET. POTABLE MAINLINE CROSSING STREET 5URFAC.E POTABLE MAINLINE (5EE IMPROVEMENT DRAl'-llNG5) 5.5 FEET 12 IN MIN REGIJIRED VERTICAL SEPARATION "-J-, RECYCLED WATER WARNING · · ~TAPE ABOVE MAINLINE. RECYCLED WATER IRRIGATION MAINLINE NOTE, SEE TRENCHING DETAIL. LEEVE ALL RECYCLED WATER IRRIGATION PIPE AND 5LEEVE5 SHALL BE PURPLE AND LABELED. POTABLE SERVICE LINE CROSSING TESHJMA DESIGN GROUP I.ANDSCAPE ARCHITECIURE · I.AND PI.ANNING 9903 BUSINFSSPARK. AVE. SUITE 100 • SAN DIEGO, CA 92lJl PiI' (85111 llll-1llt!4 FAXi ~ <ID-Jll!2 TOO JOB NO. 13--02 DATE= 9-ll-13 J SCALE: N.T.S. NOTlOSCALE TOP VIEW 10 ft 1 0 4' x 4" x 1 /4" UL Copper @ Plastic Valve Box Ground Plate With Cover 10 ft 0f------- 0 1 O' #6 Soild Copper 0 ICV Ground Wire Valve Box 0 Cad Weld Connector @ Schedule 80 PVC Nipple ~ 0 Earth Contact @ 90' PVC ELL Schedule Material 40 0 DBR-6 Connector @ Main Line Fitting 0 @ 11 )--------11 OBY Connector Main Supply Line 0 Hunter ICD-1 DO @ To Sprinklers © ACC 2 WIRE PA Tri ® Finish Grade 0 Hunter Remote Contol Valve. See Legend 17 7 11 l-------,-J/ Hunter ICD <l?J.--__JII---{ 5 16}---t ~~~--'----1 I 14)----. NOTES Earth ground should be connected at every 12th decoder, or 1,000 1\1330 m of wire run, whichever is shorter. The station size of the decoders is not taken into account for grounding purposes ... every 12th decoder module is the rule. The final decoder in any wire run should be grounded. This includes the final decoders in each ol the different arms of a "T', ii the arm is more than 500 ft/150 m. Install all grounding circuit components in straight lines. When it is necessary to make bends, do not make sharp turns. To prevent the electrode-discharged energy from re-entering the underground cables, all electrodes shall be installed 6 to 8 feet/2 to 2.5 m away from said cables, and at right angles to the two-wire path. II more than one electrode is used to achieve lower resistance, the spacing between any two electrodes shall be 15 to 20 feet/4.5 to 6 m, so that they don't compete for the same soil. The earth-to-ground resistance of this circuit is to be no more than 1 O ohms. If the resistance is more than 1 O ohms, then additional round plates and PowerSet@ are to be installed in the direction of an irrigated area. It is required that the soil surrounding copper electrodes be kept at a minimum moisture level of 15% at all times by dedicating an irrigation station at each controller location. 9 3 1 NOTE: DETAIL PROVIDED BY HUNTER INDUSTRIES. NOTES: INSTALL PER HUNTER INDUSTRIES SPECIFICATIONS. CONTRACTOR SHALL CONTACT HUNTER SPECIFICATION MANAGER, CHRIS ROESINK, AT 760.703.2474 AND SHALL SCHEDULE PRE-CONSTRUCTION MEETING TO REVIEW INSTALLATION DETAILS AND SPECIFICATIONS IN FIELD. © DECODER GROUNDING DETAIL NOTTO SCALE DATE INITIAL ENGINEER OF WORK NOTE: All ICD 400 DECODERS SHALL HAVE THE FOLLOWING ADDRESS AND CORRESPONDING COLOR ADDRESS 1 = Black ADDRESS 2 = Yellow ADDRESS 3 = Green ADDRESS 4 = White NOTE: All ICD-200 DECODERS SHALL HAVE THE FOLLOWING ADDRESS AND CORRESPONDING COLOR ADDRESS 1 = Black ADDRESS 2 = Yellow 2 j}:kill,:~.ic .. 'I ]' -• 'f_,;.,ei{.,,X_ >'ii> Lrn.~-.,1, (~<illll ii =' ii 0 NOTES: 2 INSTALL PER HUNTER INDUSTRIES SPECIFICATIONS. CONTRACTOR SHALL CONTACT HUNTER SPECIFICATION MANAGER, CHRIS ROESINK, AT 760.703.2474 AND SHALL SCHEDULE PRE-CONSTRUCTION MEETING TO REVIEW INSTALLATION DETAILS AND SPECIFICATIONS IN FIELD. 7 ,__ ________ _;,,li.~.UlL 1 CD ICD-400 DECODER @ DBY (2 PER VALVE) @ DBR-6 (1 PER CONNECTION) (}) 2 WIRE TWISTED ID WIRE @ TO EARTH GROUND INSTALLED PER ASIC GUIDELINES. 1 PER 12 DECODERS OR EVERY 1000ft./330M. @ ADDITIONAL VALVE WIRED IN PARALLEL [MAX OF 2 PER OUTPUT) (j) GROUND WIRE 3 CD DECODER TO SOLENOID MAX RUN 150 ft./45M @ ID WIRE PATH TWISTED TO NEXT DECODER @ OBY (4) (}) MODEL ICD-200 DECODER @ DBRY-6 (3) ID WIRE CONTROLLER @ ALLOW 5 ft./ 1.5M SLACK PER DECODER 1/2 ON EITHER SIDE OF DECODER TO EARTH GROUND INSTALLED (i) PER ASIC GUIDELINES. 1 PER 12 DECODERS OR EVERY 1000 ft./330m. ® HUNTER REMOTE CONTROL VALVE PER LEGEND. @ COLOR CODED VALVE WIRES. NOTE: DETAIL PROVIDED BY HUNTER INDUSTRIES. @ HUNTER ICD DECODER INSTALLATION DETAIL NOTTO SCALE APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY. INCLUDING PRECISE P.E. DATE LOCATION OF PLANTING AREAS_ REVIEWED BY: INSPECTOR DATE Lill CITY OF CARLSBAD urJ 3 PLANNING DIVISION 3 IRRIGATION DETAILS FOR: LA COSTA TOWN SOUAR£ 63 R£S/O£NTIAL MOD[L LOTS 18-20 APPROVED: 1ec.:..fl {_;(-, 't-11..;.-t1-l\-l~-17, PLANNING DA1E OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT. 08-03 415-2M NOTES: G) ROOTBALL @ 3" MULCH IJ\YER @ 4" DRAIN GRATE, NDS II (PURPLE, HAND TIGHT Fill @ BUBBLER HEAD ASSEMBLY. SEE NOTE BELOW. @ 4' SOIL BERM @ FINISH GRADE (j) VALCON ADV CHECK VALVE @ 4'~ PERFORATED PIPE W/ FILTER FABRIC WRAP @ SCH. BO RISER @ P.V.C. LATERAL (PURPLE) G]) P.V.C. IJ\TERAL OR SXT 90 ELL @PEA GRAVEL @ PLANTING BACKFILL 1. INSTALL TWO (2) BUBBLER HEAD ASSEMBLIES PER TREE TRUNK. A). INSTAU. (2) BUBBLl=RS AT EACH TREI= LOCATION. INSTALL ONE BUBBLER IN A 4·• PREF. PIPE. INSTALL ONE BUBBLER ON A6' POP-UP BODV. SEE POP-UP SPRAY HEAD DETAIL 2. TREE BUBBLER SHALL BE INSTAL!ED IN ITS OWN PREF. PIPE, NOT IN THE OAAIN PIPE. THEREFORE EVERY TREE SHAU. HAVE TWO PREF. DRAIN PIPES PER DETAIL IN ADDITION TO ONE PREF. PIPE WITH A BUBBLER. 4 I 13 @ TREE BUBBLER INSTALLATION (AT BOXED TREE LOCATIONS) NOTTO SCALE 1 CD FINISHED GRADE 0 PLASTIC VALVE BOX WITH PURPLE BOLT DOWN COVER. USE STAINLESS STEEL BOLT NUT AND WASHER HEAT BRAND 'GV' ONTO LID. ®MAINLINE 2 0 BRICK SUPPORTS @1/2 C.F. 3/4" CRUSHED GRAVEL @BALLVALVE (i) LANDSCAPE FABRIC BALL VALVE NOTTO SCALE 0 ---..J ,---------------r-J-£ 1-------; -----~ L _______________ , ____ G) LOW VOLTAGE WIRE, 3 MAX. @ OUTER CASE OF CONNECTOR @ INNER CASE OF CONNECTOR 3 ~-✓ '7 G) 9' DIA. PIJ\STIC VALVE BOX WITH PURPLE LOCKING COVER INSTALL 2" ABOVE GRADE IN GROUNDCOVER ® FINISH GRADE ® PAVING OR STRUCTURE @ QUICK COUPLER WITH RUBBER CAP ® 5" DEPTH PEA GRAVEL ® INSTALL BOX LEVEL WITH 2 STANDARD BRICKS (j) RED BRASS COUPLING ® RED BRASS RISER ® 1/2 CU. FT. MIN. CONC. THRUST BLOCK @ PVC ELL OR TEE (CONNECTION TO MAINLINE) @ (2) RED BRASS STREET ELLS @ RED BRASS NIPPLES (2) @ RED BRASS ELL NOTE: QUICK COUPLER SHALL BE TYPE APPROVED FOR USE WITH RECYCLED WATER WITH ACME THREADS @ PAINT "Q" ON COVER ® CD PRIMARY MAIN LINE (PURPLE COLOR). SEE Pl.AN FOR SIZE. ® SUB-MAIN (PURPLE COLOR)- SIZE VARIES. SEE SCHEDULE BELOW MAINLINE SCHEDULE: 1-10GPM 1"SCH.40 11-1B GPM 1-1/4" SCH. 40 19·25 GPM 1-112" SCH. 4-0 26·39 GPM 2" CL. 315 40-5B GPM 2-1/2" CL. 315 CD 3 QUICK COUPLER 5 NOTTO SCALE A-VALVE ooxee. Slc!ALL 6E LABE-ED 6Y 1--!0T IRON 6RANDING OR ALl.MINUM ASFHALT!C: 6A&E IJ.IATE~ FAINT. 6-CONTROL VAlYE6 5+4ALL 6E IN6TALI..ED TO ALLOW ORDE!aY A~NesEHeNT ::,p VALVE ooxe&. C-LOCATE VALVE A55EM6LIE5 IN 5H~6 OR GROU~COYE:R AREA5 ON.LY. D-LOCATION OF VALVE AMEM6LIE6 SHALL 6E STAKED FOR APPROVAL 6Y LAND6CAPE A!-::CI-IITECT ~OR TO IN6TAL~TION. E-CENTER VALVE 60XE& 0\"ER VAL.VE AS65M6Li TO !=ACIUTATE ACCEM AND MAINTENANCE. F-SET VAL\1:. eoxee At Ea.JAL E.-EYATION6 WI TOF6 AT'" Aecve F!Nl51-1 GAADE IN 5+-1~6/ GROUNDCOYER AREA&. G-VAlvE aoxee, 5!-lALL 61:: SET PARALLEL TO EAC14 OTHS:P.: ~ f'i::RANDICU~R TO EDGE Cf' Ai-.$:A 1-l-::;,o 'lOT DEFO~ OR COU .. AP6E VALVE 60)< eY EXCE56IVE &O!I,. COMPATION Afio'a.lND eox, CUR!3 EDGE ,----A {j) ~-'\,-----------------~ ®TEE OR ELL WITH REDUCER BUSHING 0 BALL VALVE. SEE DETAIL @ CONTROL VALVE. SEE DETAIL ® QUICK COUPLER. SEE DETAIL (j) LATERAL LINE (CL. 200). PURPLE COLOR. SEE Pl.AN FOR SIZE. PLANTER AREA C -6 6 N 12" 12" II LEGEND A· EDGE OF AREA, CURS, UJALK OR UJALL 6-l&"xll" STANDARD RECTANGULAR VALVE BOX c-10" DIA ROUND VALVE aox VALVE MANIFOLD INSTALLATION (TYPICAL) NOTE: Install per manufaturer's specifications. Use only DBAY-6 wire connectors on all decoder splices in 2-wire path. Contractor shall install grounding plate for every 1000 feet of 2-wire path or every 12th decoder whichever comes first. NOTE: Fill inner case with water proof sealer prior to final assembly. All wire routed between controller and remote control valve shall be a continuous run with no wire splices. Wire splices shall only occur at the remote control valve and controller pigtail ( if required) NOTE: C NOTTO SCALE G) STRIP & TWIST WIRES FOR PROPER CONNETION @ COPPER SLEEVE CRIMP INSTALLED W/ Color coded valve wire pairs extending from ICD decoder output station to each valve solenoid shall be colored to match decoder output and may not to exceed 150 feet. Red and Blue wire may not be used to extend decoder outputs to solenoid or sensor device as they may later be confused with the two wire path. All decoder wire splices, grounding, intersections or end runs on the two wire path must be connected using DBR/Y-6 Wire connectors. No wire ends shall be left without manufacture approved water proof wire splice properly installed. TESIDMA DESIGN GROUP IANDSCAPE ARCHITECTURE • I.AND PI.ANNING 9903 BUSINESSPARK AVE SUITE 100 • SAN DIEGO, CA 92131 rn, (al$ fm-8KIA FAX! (al$ WJ--ll82 TOO JOB NO. 13--02 DATE= 9-11-13 ,_""='""·.' .-~ . ...;_-. " RECOMMENDED TOOL NOTES: INSTALL PER HUNTER INDUSTRIES SPECIFICATIONS . CONTRACTOR SHALL CONTACT HUNTER SPECIFICATION MANAGER, CHRIS ROESINK, AT 760.703.2474 AND SHALL SCHEDULE PRE-CONSTRUCTION MEETING TO REVIEW INSTALIJ\TION DETAILS AND SPECIFICATIONS IN FIELD. WIRE CONNECTOR NOTTO SCALE DATE INITIAL ENGINEER OF WORK CD INSTALL SPRAY HEAD AT ANGLE FOR MAX. THROW IF IRRIGATING SLOPES @ FINISH GRADE OF SOIL OR MULCH WHERE OCCURS 12" MIN. -----------------tf2" - 5 ~ @PAVING OR STRUCTURE @ SPRAY HEADS: 4" FROM WALKS AND CURBS i==---------1 8" FROM STRUCTURES "---l---=--J-----------== 9 @ POP-UP SPRINKLER/MP ROTATOR WITH PURPLE CAP AND BUILT-IN CHECK VALVE @ 1/2" MARLEX STREET ELL {MIPT X FIP71(2) (j) 1/2" SCH. BO PVC THREADED 6" NIPPLE @ 1/2" MARLEX STREET ELL (MIPT x FIP7l @ PVC PURPLE IJ\TERAL LINE @ SCH. 40 PVC S XS X FIPT TEE OR ELL NOTE: 1. Contractor shall install additional anti-drain valves, as required, to prevent low head drainage 2. Use bottom inlet only 3. Use pop-ups on all heads within 1 O' of walks, lawn, or curbs. @ POP-UP SPRAY HEAD NOTES: 1. ALL WIRE TO BE INSTALLED AS PEA LOCAL CODES. 2. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL. 3. ADD BRANDING TO ALL LIDS. NOTES: INSTALL PEA HUNTER INDUSTRIES SPECIFICATIONS. CONTRACTOR SHALL CONTACT HUNTER SPECIFICATION MANAGER, CHRIS ROESINK, AT 760.703.2474 AND SHALL SCHEDULE PAE-CONSTRUCTION MEETING TO REVIEW INSTALLATION DETAILS AND SPECIFICATIONS IN FIELD. 3 4" min. 4 5 3 CD FINISHED GRADE 1" BELOW VALVE BOX TOP IN TURF AREAS. 2" BELOW VALVE BOX IN SHRUB BEDS @ PVC LATERAL LINE (PURPLE COLOR) -PIPE PER SPECS. ANGLE TO SPECIFIED DEPTH WITH 45 ELLS ® ® 0 ® ® 0 Q) PURPLE PIJ\STIC RECTANGULAR VALVE BOX WITH LOCKING LID. BOX TO BE PIJ\CED AT RIGHT ANGLE TO HARDSCAPE EDGE. CONTROL VALVE, SEE LEGEND FOR SPEC WATER PROOF WIRE CONNECTOR -DBRY-6. 18" WIRE LOOP ( WRAP 15 TIMES AROUND 1/2" DIA. PIPE TO FORM COIL -REMOVE PIPE.) RECYCLED WATER TAG -CRISTY'S OR EQUAL PVC SCH 40 SLIPxFIPT ADAPTER, (2 REQUIRED) @ SCH. 80 UNION @ BRICK SUPPORTS -(1) ONE AT EACH CORNER G]) 3" SCH. BO NIPPLE TYP. (3 TOTAL) @ LANDSCAPE FABRIC @ 1 C.F.-PEA GRAVEL {j] PVC MAINLINE PIPE (PURPLE COLOR) FROM BACKFLOW PEA SPECS. @) PVC SCH.40 ELLS (2) REMOTE CONTROL VALVE INSTALLATION APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY. INCLUDING PRECISE P.E. LOCATION OF PLANTING AREAS. REVIEWED BY: INSPECTOR NOTTO SCALE NOTTO SCALE DATE DATE CTTI 4 CITY OF CARLSBAD urJ 3 PLANNING DIVISION IRRIGATION O[TAILS FOR: LA COSTA TOWN SQUARE 63 R£S/O£NTIAL MODEL LOTS 18-20 APPROVED: I~ &.. 1::(1~-tr ll-\S·I~ PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION OTHER APPROVAL CJlY APPROVAL RVWD BY: C.T. 08-03 475-2M MAINLINE SPECIFICATIONS: CL. 315 FOR 2" OR MORE SCH. 40 FOR 1-1/2" OR LESS. NOTE: ALL PRESSURE MAINLINE UNDER DRIVES SHALL BE BURIED TO A 36" MINIMUM DEPTH. NOTES: 1. Pipe shall be snaked side to side in trench to allow expansion, NOTE: INSTALL TRUST BLOCKS ON MAINLINE AT DIRECTION CHANGES. G)FINISH GRADE ® CLEAN BACKFILL· 90% COMPACTION REQUIRED· SEE SPECS 1211 18" @ PURPLE NON-PRESSURE LATERAL LINE PER LEGEND @ PURPLE COLOR PRESSURE SUPPLY LINE PER LEGEND 1 5 @ PROVIDE 2" OF CLEAN SAND BELOW PRESSURE MAINLINE IF ROCK LARGER THAN 2" IS PRESENT {J)6" MIN. CLEARANCE FROM HARDSCAPE ( MAINLINE ONLY) @ DIRECT BURIAL, LOW VOLTAGE CONTROL WIRES· INST ALL BELOW PRESSURE SUPPLY LINE. BUNDLE AND TAPE WIRES AT 12' O.C. LOOP @ RECYCLED WATER WARNING TAPE ABOVE MAINLINE. CONTROL WIRES AT ALL 90 DEGREE CHANGES IN DIRECTION. SPLICING ONE 12" ABOVE AND ONE RESTING ON THE MAINLINE OF WIRE RUNS IS NOT ALLOWED UNLESS APPROVED BY THE OWNER NOTES: ~ z rr ~ w n. 0 5 ~ ~ ~ 0 w n. TRENCHING 1. All sleeves lo be Sch.40 PVC ( Sch.BO under vehicle paving). 2. All sleeves shall be 2x the size of the pipe being carried. Min. sleeve size shall be 2". 3. Extend sleeves 12" beyond edge of hardscape on both ends. 4. During installation tape closed ends of pipes until all laterals and wires have been run. SLEEVING * TESHlMA DESIGN GROUP lANDSCAPE ARCHITF.CTURE · lAND PIANNING 9903 BUSINESfil'ARK AVF. SUITE 100 • MN DIEGO, CA 92131 PH• (a5ID ®-!811 FAX! ~ f!iO-llSI TOO JOB NO. 13--02 DATE: 9-ll-13 1 2 3 NOTE: ALL PRESSURE MAINLINE UNDER DRIVES SHALL BE BURIED TO A 36" MINIMUM DEPTH. NOTTO SCALE NOTTO SCALE DATE INITIAL ENGINEER Of WORK NOTE: TO DJSTRJCT'S METER -SEE NOTE l APPLY TWO COATS OF PAINT (RECYCLED WATER WARNING COLOR) TO ALL ABOVE GRADE COMPONENTS, 2 0 . ' CUSTOMER RESPONSIBLE FOR MAI'NTENANCF. . . .. '' -· 7 9" ....... 6 8 T'IP [j --0 "--(D . ' ~ . ~ • ': : ► : : • : ' , . . . .. ,. . . • . • ' ' """"'~~-1 DlRECrlO~ OF FLOW . l 18" ,,.. NOTES: !NSTAL!.,A TION PER ◄ ---;==c="'==-==~==-c---1 OM WD STD SPEC· SEE NOTE 5 1. NO OL71.ETS WILL BE Al.LOWED IN Tiffi PIPING BE1Wlll:!N 11-IE METER A.'iD BACKFLOW PREVF.N1T.R. BACKFI..OW PREVc7'TER SHALL BE THE liA.ME SIZE AS TI!EMETER A.>;D PIPI:-lG TO Tl!EASSEMllLY. A PRESSURE REOULA10RMAY BE INSTALLED BETWEEN TIIE METFR AND BACKfLOW PREVEN1'ER. CUSTOMLR IS RESPONSIBLE FOR M.All\1'E1'A."lCE FROM TI-IE METER. 2. BRA5$ PTPE WITH nIREADED t1r1NGS J{AVI:-IG THE SAME CO!'-IFIGURATION MAY BE USED JN LIEU OF TI1E COPPER WATTR TUBE. 3. PROVJDE GUARD J'OSTS AND/OR ENCLOSURE l'/HEN DIRECTED BY 'fliE DlST!UCrs Jtl:l'RE~EN1ATJVE. 4. OMWD MAL'ffENA,;CE RESPONSlBil..IrY STOPS AT THE METLR- 5. "JO OTHER PIPING OR Ff!UTIES ARE ALLOWED WITH!N BACKJ;LOW PRJ.:VENTER 11'STAJ,LATl0N AREA. ITEM DESCRJPT!ON SPECIDWG REVISION DESCRIPTION l 314" lHRU 2" Rr.DUCED PRESSURE BACK.FLOW PREVENT!o'R ASSEMBLY 15112 2 COPPER AD>J'TER COPPER SOIJ)f JOL'\T , MALE !PT 15120 3 COPPER WATER 11,'BF~ TYPE K. HARD l52:W 4 COPPER 90' ELBOW Wl'rH COPPER SOLDER JOI,rrS 5 COPPER UNION WJTil COPPER SOLDER JOINTS 6 COPPER ADAPTER. MALE SOLDER x !.lALE lPT 7 REDUCED Pl'.ESSURE BACKfLOW PREVENTER Wllll BALL VALVES !51 !2 R 9 18" IHDF. x 4" THICK CONCRETE PAD. LE.'IGTH VARJES PER SIZE CONCRETE A."iCHOR BLOCK WITH 1 CL'BJC FOOT OLIV.ENHAIN MUNICIPAL WATER DISTIUCT I 5112 15112 BOYLE REDUCED PRESSURE BACKFLO\V PREVENTER ASSY FOR SIZES 3/4-JNCH THRU 2-INCH STDDWGNO. C-2.l ENG[NEERJ.~G COl\PORATIO'N APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. TI,'NE2008 "AS BUILT" P.E. DATE REVIEWED BY: INSPECTOR DATE -uTI CITY OF CARLSBAD Lill 5 3 PLANNING DIVISION IRRIGATION DETAILS FOR: LA COSTA TOWN SQUARE 63 ~.~ ~-~.~ -~-.~-R£S/O£NTIAL MOD£L LOTS !8-20 APPROVED: l'Z~ (f, t\l~1f l1-V~·I'? PLANNING DA1E OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CllY APPROVAL RVWD BY: C.T. 08-0J 475-2M I \ MATCHLINE • SEE SHEET 19 NOTE: Contractor shall contact the landscape architect prior to beginning landscape work so that the landscape architect can review the project utility locations and revise plans accordingly to fully screen all utilities from view. TREE PLANTING NOTES: Plant trees minimum 2' from curbs. Plant trees minimum 7' from sewer lines. Trees shall not be planted in conflict with public utilities. All trees within 5' of any hardscape shall have root barriers. * TESHIMA DESIGN GROUP 1ANDSCAPE ARCIIlTECTURE · IAND PIANNING 9903 BUSJNESSPARK AVR SUITE 100 • SAN DIEGO, CA 92131 PH• (85ll) 693-!1824 FAX' (85ll) 693-1182 TOO JOB NO. 13-02 DATE= 9-11-13 I II II j_ __ \ l I , ,. . -,, _, KEY MAP • I ------·=- LIMA ~ r-,,;,.</ ., , •••• •n• ••• •••• •••-Y ,,/ 57 > ...... o.s. ---------- NOTTO SCALE North SEE SHEET 19 FOR P SEE SHEET 25 FOR P SEE SHEET 32 AND 3 SEE SHEET 20 FOR P North 0 5' :20' 40' SCALE: 1"=20'-0" LANT LIST LANTING DETAILS 3 FOR SPECIFICATIONS LANTING NOTES DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ---------· APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY. INCLUDING PRECISE P.E. DATE LOCATION OF PLANTING AREAS. REVIEWED BY: INSPECTOR DATE lliJ CITY OF CARLSBAD Lill 6 PLANNING DIVISION 3 PLANTING PLAN FOR: LA COSTA TOWN SQUARE 63 R£S/O£NTIAL MODEL LOTS !8-20 APPROVED: l~ ~ ~ \ ~-\-r \\-•~-I~ PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: C.T. 08-03 475-2M SEE SHEET 19 FOR PLANT LIST SEE SHEET 25 FOR PLANTING DETAILS SEE SHEET 32 AND 33 FOR SPECIFICATIONS SEE SHEET 20 FOR PLANTING NOTES TESHJMA DESIGN GROUP I.ANDSCAPE ARCHITECIVRE · I.AND PI.ANNING 9903 BUSINE$PARK AVE. SUITB 100 • SAN DIEGO, CA 92131 PID (8511) <11.H1121 FAX! (8511) 6113-lln TOO JOB NO. 13-02 DATE 9-ll-13 ,--.•. ·;~ ·.:_ii·, " i I I I I I w\ 1. \. I . 1. \. I NOTE: DRIVEY'IAY LOCATION BY~-t.- OTHER.5 Contractor shall contact the landscape architect prior to beginning landscape work so that the landscape architect can review the project utility locations and revise plans accordingly to fully screen all utilities from view. TREE PLANTING NOTES: Plant trees minimum 2' from curbs. North Plant trees minimum 7' from sewer lines. Trees shall not be planted in conflict with public utilities. All trees within 5' of any hardscape shall have root barriers. 0 5' :20' 40' SCALE, 1"=20'-011 ----------------------·------------------;~-- RANCHO I I 34 I 35 36 37 38 39 1 ,.-/ .,., =.,...,/' -~·-----·--680.S: ... 1 ------~-_..,...,. ut:. 1-----------p.\l~" ----Cos'"' I> ' / KEY MAP o'sj_.-___ _ .. .,,..--.- NOTTO SCALE "AS BUILT" North APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. P.E. DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ 1------t--+------------------l----+----I-----I----I LlLJ PLANNING DIVISION ~ ;::==:....::::::==:::::::::::========== PLANTING PLAN FOR: DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LA COSTA TOWN SQUARE 63 RESIOENTIAL MOD[L LOTS !8-20 PLANNING DWN BY: PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: c.r oa-01 475-2M -r--,_ \ -y 1 34 35 36 37 38 39 40 41 42 : -a. \,. !'-- !43 44 45 -46 47 ' ! SITIO LIMA KEY MAP NOTTO SCALE * TESHJMA DESIGN GROUP u.NDSCAPE ARCHITECTURE • LAND PI.ANNING 9903 BUSINFSSPARK AV& SUITB 100 • SAN DIEGO, CA 92131 PH• (!NI) WHU4 FA» (!Nil 111.HIBl TOO JOB NO. 13--02 DATE 9-ll-13 North • 11 II 11 'I II \ I \ I I \ I ,r Nort.h w J 0 5' 20' 40' SCALE: 1"=20'-0" SEE SHEET 19 FOR PLANT LIST SEE SHEET 25 FOR PLANTING DETAILS SEE SHEET 32 AND 33 FOR SPECIFICATIONS SEE SHEET 20 FOR PLANTING NOTES ~ -~ NOTE: Contractor shall contact the landscape architect prior to beginning landscape work so that the landscape architect can review the project utility locations and revise plans accordingly to fully screen all utilities from view. TREE PLANTING NOTES: Plant trees minimum 2' from curbs. Plant trees minimum 7' from sewer lines. Trees shall not be planted in conflict with public utilities. All trees within 5' of any hardscape shall have root barriers. APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION AREAS. OF PLANTING P.E. REVIEWED BY: INSPECTOR "AS BUILT" DATE DATE ~ CITY OF CARLSBAD ~ t----+--+----------------+---+---t--~+-----' Ll.§__j PLANNING DIVISION ~ ;:::::::=:'....'.::============:...':::::===: DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL PLANTING PLAN FOR: LA COSTA TOWN SQUARE 63 RESIDENTIAL MODEL LOTS 18-20 DWN BY: __ _ PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: C.T. 08-03 475-2M ---.J:. ----- 1 --i'. -•{__ 13◄35 36373B39 40 41 \...-"""r""'r'~"""'"""'~: ~smo _LIMA ~.-.r;. V I • ',/' / I -•no -·29 "iB ·27 -i5· "E" ··;;i' ·-·57· -~--....... -, : ++--',,-L,-.l,-L;'...1-< ,, . . .. D.S. .,,,,.,,..----· . .. -. , I 1 .,) .,, ..I ,; ,:::::,,-,:,. --...... -L 58 o. r ,. ----,,~-... --·-~e,NilJ~ ----coS'i~ -=-K..:,E=Y-'--'M-==-A=P ___ ____,N""'o""T--'T-'°o ___ s"'cA'-'"L-=-E North I> I I I I \ SEE SHEET 25 FOR PLANTING DETAILS SEE SHEET 32 AND 33 FOR SPECIFICATIONS SEE SHEET 20 FOR PLANTING NOTES TFSHIMA DESIGN GROUP 1ANDSCAPE ARCHITECTURE · I.AND PIANNJNG 9903 BUSINESSPARK AVE. SUITE 100 • SAN DIEGO. CA 921ll !'Ii' IBSIO WJ-88Z4 FAX' IBSIO ®-IIK! TOG JOB NO. 13--02 DATE 9-11-13 -...!_ --- NOTE: Contractor shall contact the landscape architect prior to beginning landscape work so that the landscape architect can review the project utility locations and revise plans accordingly to fully screen all utilities from view. 111111!i'"l!II !:I ,, ~all ail! ,!li : I ---·----· I I PLANT LIST TREES CODE BOTANICAL NAME COMMON NAME QTY SIZE NOTES Street Tree. Standard. Double Stake. Install in the center of the parkway landscape area. Install all street trees 0 with root barrier. Full heads, straight Olea europea 'Swan Hill' Fruitless Olive Tree 50 24" Box trunks and matching. Must submit photos for approval. See Details 1, 2 and 3. Provide a 3' DIA mulch ring with a shovel cut edge at every tree location . Street Tree. Standard. Double Stake. Install in the center of the parkway ~ landscape area. Install all street trees with root barrier. Full heads, straight Arbutus 'Marina' Strawberry Tree 85 24" Box trunks and matching. Must submit photos for approval. See Details 1, 2 and 3. Provide a 3' DIA mulch ring with a shovel cut edge at every tree location. See Detail . NOTE: ALL TREES LOCATED WITHIN 5 FEET OF ANY HARDSCAPE AND ALL STREET TREES SHALL BE INSTALLED WITH ROOT BARRIER. ROOT BARRIER SHALL BE BIO-BARRIER. SEE DETAIL 3. TURF CODE BOTANICAL NAME COMMON NAME QTY SIZE NOTES ~r~t:f ~i{~~l Fescue Blend Dwarf Marathon II Sod VINES CODE BOTANICAL NAME COMMON NAME QTY SIZE NOTES Remove from nursery stake and .... Parthenocissus trcuspidata Boston Ivy 36 5 Gallon attach to wall with approved plant anchor kit. See Detail 4. SHRUBS CODE BOTANICAL NAME COMMON NAME QTY SIZE NOTES G) Grevillea 'Noellii' Grevillea 14 5 Gallon Full and bushy. See Detail 1. @ Carex divulsa Berkley Sedge 45 1 Gallon Full and bushy. See Detail 1. GROUND COVER CODE BOTANICAL NAME COMMON NAME QTY SIZE NOTES • Senecio mandraliscae Kleinia Flats 8" O.C. See Detail 5. See Note Below. NOTES: CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FULL COVERAGE AT THE ON CENTER SPACING SHOWN ON THE PU\NTLIST. EXISTING LANDSCAPE NOTES 1. ALL EXISTING TREES TO REMAIN SHALL BE PROTECTED IN PLI\CE. ANY DAMAGED OR LOST EXISTING TREES DURING CONSTRUCTION SHALL BE REPLI\CED WITH A 24" BOX TREE OF THE SAME SPECIE AT THE CONTRACTOR'S OWN EXPENSE .. 2. ALL EXISTING LANDSCAPE TO REMAIN SHALL BE PROTECTED IN PLI\CE. ANY EXISTING SHRUBS OR GROUNDCOVER DAMAGED OR LOST DURING CONSTRUCTION SHALL BE REPLI\CED WITH NEW SHRUBS (5 GALLON) AND NEW GROUNDCOVER (PLI\NTED FROM FLI\TS AT 12" O.C.) OF THE SAME SPECIE AT THE CONTRACTOR'S OWN EXPENSE. 3. FOR ALL TREES TO REMAIN AND OTHER VEGETATION PLACE 6' HIGH VINYL FENCE, COLORED BRIGHT ORANGE OR YELLOW AROUND TREE AT DRIP ZONE. PROTECT TREES FROM STOCK-PILING, TOPSOIL, MATERIAL STORAGE. ALSO PROTECT TREES FROM DAMAGE DUE TO CHEMICALLY INJURIOUS MATERIALS IN SOLUTION CAUSED RUN-OFF AND SPILLI\GE DURING MIXING AND PLACEMENT OF CONSTRUCTION MATERIALS, AND DRAINAGE FROM STORED MATERIALS. PROTECT ROOT SYSTEMS FROM FLOODING EROSION, EXCESSIVE WETTING AND DRYING RESULTING FROM DE-WATERING AND OTHER OPERATIONS. RESTRICT FOOT TRAFFIC THROUGH DRIP ZONE. MAINTAIN EXISTING GRADE WITHIN DRIP LINE UNLESS OTHERWISE INDICATED. CUT ROOTS APPROXIMATELY 6 INCHES BACK FROM NEW CONSTRUCTION. SEAL CUT WITH WOOD PAINT AS MANUFACTURED BY FLINTKOTE OR APPROVED EQUAL. WATER THE COURSE OF THE WORK. MAINTAIN A WATER SCHEDULE AND DOCUMENT. "AS BUILT" STREET TREE APPROVED FOR PLANTING CALCULATION IRRIGATION ONLY. GE -5,:342 FT ED PLANTED AT 40' O.C.. -1:34 TREES TOTAL NUMBER OF LINEAL STREET FOOTA TOTAL NUMBER OF STREET TREES REQUIR TOT AL NUMBER OF STREET TREES PROVID ED -155 TREES TREE PLANTING NOTES: North Plant trees minimum 2' from curbs. Plant trees minimum 7' from sewer lines. Trees shall not be planted in conflict with public utilities. All trees within 5' of any hardscape shall have root barriers. O 5' 20' 40' 5CALE: 1"=20'-0" DATE INITIAL ENGINEER or WORK REVISION DESCRIPTION AND INCLUDING PRECISE P.E. DATE LOCATION OF PLANTING AREAS. REVIEWED BY: INSPECTOR DATE WJ CITY OF CARLSBAD Lill 9 PLANNING DIVISION 3 PLANTING PLAN, L£6£NO ANO EXISTING LANDSCAPE NOTES FOR: LA COSTA TOWN SOUAR£ 63 R£5!0£NTIAL MODEL LOTS 18-20 APPROVED: I~ ( .,,.._ l::-1 t ~ % ll-~f.-r>, PLANNING DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: C.T. 08-03 475-2M SEE SHEET 19 FOR PLANT LIST SEE SHEET 25 FOR PLANTING DETAILS SEE SHEET 32 AND 33 FOR SPECIFICATIONS TFSHIMA DESIGN GROUP IANDSCAPE ARCHITECfURE • lAND PIANNING 9903 BUSINFSSPARK AVE. SUITE 100 • SAN DIEGO, CA 92131 PH' (1118) t!l3-88'l,I FAX! (1118) OJ3-llll2 TOO JOB NO. 13--02 DATE= 9-11-13 NOTE: Contractor shall contact the landscape architect prior to beginning landscape work so that the landscape architect can review the project utility locations and revise plans accordingly to fully screen all utilities from view. TREE PLANTING NOTES: Plant trees minimum 2' from curbs. Plant trees minimum 7' from sewer lines. Trees shall not be planted in conflict with public utilities. All trees within 5' of any hardscape shall have root barriers. O 5' --------;1· -------:,. ·----------·•-·· ROAl> --~-'\'-,-~'. RANCHO SANTA FS ----=-, 5 0.S , ~•, :,, · I ', • ' • ' ', f ~ ----: ' . ; ', ' \. ' I -..:.._ ,, ,_ ,. ·_ ' --~ ---\.. ', ), 1 : 34 35 ~6 :7 38 :9 -~o ~., ;2 -i3 ~4 :s 45 41 4e 49 l 51 5 ~,.,~'--&f <~ ;: I : ~~ , ~ --___ -_ ~j "'"<'~""=i',"'-r"i""r"~• a;,; D UMA ~, ,,.!_..✓,<_/ r,:;, ' ...... , ... ,,. ,,,. 1 ) -· --.,,✓ - North :20' 40' -, MAP •>jr;r, .. , : • •••• MO•■ -------53 V ' 56 55 54 . ..~y· ./.,., /" o'.s~_(' --· -------.. :t, -·. ' ~ ~ " t NOTTO SCALE North l . .-. 11 . -· . ~.;_fii'lf:·~· _.,,.:,.: '.S <'it,e:,..-... _,_ -~ :l3!_ . •--· ' " --•-,·~, ' ,,,. . SC-ALE: I "=20'-0" DATE INITIAL REVISION DESCRIPTION ENGINEER OF WORK PLANTING NOTES 1. AFTER COMPLETION OF ROUGH GRADING CONTRACTOR SHALL HAVE A THOROUGH STANDARD SOIL TEST PERFORMED IN THREE DIFFERENT LOCATIONS ON THE SITE AND COMPLETED BY A LICENSED AGRONOMIC IJ\BORATORY PRE-APPROVED BY THE CITY INSPECTOR PRIOR TO AND AFTER LEACHING OF SALTS AND PRIOR TO TO ANY PIJ\NTING OF PIJ\NT MATERIAL. THE SOILS TEST SHALL INCLUDE, BUT NOT BE LIMITED TO, THE TESTING OF SOIL SALT LEVELS, NUTRIENT LEVELS, AND SOIL PERCOIJ\TION. SOIL TEST RESULTS SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO AMENDING THE SOIL. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING AMENDMENTS AND FERTILIZERS AT THE LEVEL INDICATED IN THE SOILS TEST REPORT. CONTRACTOR TO PROVIDE A COPY OF THE SOIL TEST AND AMENDMENTS TO LANDSCAPE ARCHITECT. 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO COMMENCING IJ\NDSCAPE INSTALLATION. 3. ALL LANDSCAPE AND IRRIGATION INSTALLATION SHALL CONFORM AND FULLY COMPLY WITH THE CITY OF CARLSBAD STANDARDS. 4. ALL LANDSCAPING SHALL BE INSTALLED PRIOR TO OCCUPANCY. 5. THE OWNER IS REQUIRED TO PERMANENTLY AND FULLY MAINTAIN ALL LANDSCAPE IMPROVEMENTS IN THE PUBLIC RIGHT-OF-WAY. 6. ROOT BARRIERS SHALL BE INSTALLED WITH ALL TREES THAT ARE WITHIN FIVE (5) FEET OF ANY HARDSCAPE. INSTALL ROOT BARRIERS ADJACENT, AND PARALLEL TO, EDGE OF HARDSCAPE. BARRIERS SHALL BE FIVE (5) FEET IN LENGTH MINIMUM ON EACH SIDE OF TREE AND 29" DEEP. ROOT BARRIERS WILL NOT BE WRAPPED AROUND THE ROOTBALL. ROOT BARRIER SHALL BE BIO-BARRIER. 7. CONTRACTOR TO INSTALL 3" OF SHREDDED BARK MULCH IN ALL STREET TREE MULCH RINGS AND PIJ\NTING AREAS (EXCEPT FOR TURF AREAS). SUBMIT SAMPLE TO OWNER FOR APPROVAL PRIOR TO BULK DELIVERY TO JOB SITE. 8. ALL PIJ\NT MATERIAL SHALL BE APPROVED AT THE PROJECT SITE BY THE IJ\NDSCAPE ARCHITECT PRIOR TO ANY Pl.ANTING. ALL PIJ\NT MATERIAL REJECTED BY THE OWNER OR LANDSCAPE ARCHITECT SHALL BE REMOVED FROM THE PROJECT SITE AT NO ADDITIONAL COST AND REPIJ\CED. 9. SUBMIT PHOTOGRAPHS OF TYPICAL TREE FOR EACH VARIETY AND SIZE, TO BE PROVIDED UNDER THIS CONTRACT FOR APPROVAL BY THE IJ\NDSCAPE ARCHITECT PRIOR TO DELIVERY TO THE PROJECT SITE. 10. ALL Pl.ANT MATERIAL SHALL BE APPROVED BY THE IJ\NDSCAPE ARCHITECT PRIOR TO PLANTING. THIS MAY BE DONE EITHER AT THE SITE OR AT THE NURSERY. CONTRACTOR SHALL PAY FOR THE LANDSCAPE ARCHITECrs TIME AND MILEAGE FOR ALL NURSERY VISITS. 11. ALL PIJ\NT SIZES ARE MINIMUMS. SIZES ARE TYPICAL FOR EACH PLANT SPECIES. ALL PIJ\NTS ARE TO BE FREE OF DISEASE AND SCARS, AND TO HAVE GOOD COLOR, FULL HEADS AND GOOD CALIPER (15 GALLON -3/4" MINIMUM, 24" BOX -1 1/4" MINIMUM, 36" BOX -2" MINIMUM. 12. PRIOR TO PIJ\NTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL Pl.ANTING AREAS SHALL BE FULLY WATERED IMMEDIATELY AFTER PIJ\NTING. 13. PRIOR TO PIJ\NTING, ALL Pl.ANTING AREAS SHALL BE FREE OF WEEDS, ROCKS AND DEBRIS. RAKE AND FINE GRADE ALL PIJ\NTING AREAS PRIOR TO PIJ\NTING. 14. UPON COMPLETION OF PIJ\NTING OPERATIONS AND BEFORE ANY SITE OBSERVATIONS, REMOVE ALL EXTRANEOUS MATERIAL AND DEBRIS, AND BROOM AND WASH THE AREA CLEAN. 15. LONG TERM MAINTENANCE OF THIS PROJECT SHALL BE PROVIDED BY THE OWNER. 16. ANY EXISTING LANDSCAPE THAT IS DAMAGED AS PART OF THIS PROJECT SHALL BE REPAIRED. APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY. INCLUDING PRECISE P.E. LOCATION OF PLANTING AREAS. REVIEWED BY: INSPECTOR DATE DATE LlQJ CITY OF CARLSBAD lliJ 0 PLANNING DIVISION 3 PLANTING PLAN AND NOTES FOR: LA COSTA TOWN SQUARE 63 RESIDENTIAL MODEL LOTS 18-20 APPROVED: l'tb.--~ t,t~,.;-tr ~-~-'~ PLANNING DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CllY APPROVAL RVWD BY: c.r 08-03 475-2M - r--.r._ ---. , I ---l'.... 134 35 36373839 • TESIIlMA DESIGN GROUP lANDSCAPE ARCHITECTURE • I.AND PLANNJNG 9903 BUSINESSPARK. AVE. SUITE 100 • SAN DIEGO, CA 92131 ~ (8511) 6IJHll24 FAJO (8511) c!JJ-11&2 TOO JOB NO. 13--02 DA'fE: 9-ll-13 @ North SEE SHEET 19 FOR PLANT LIST SEE SHEET 25 FOR PLANTING DETAILS SEE SHEET 32 AND 33 FOR SPECIFICATIONS SEE SHEET 20 FOR PLANTING NOTES NOTE: Contractor shall contact the landscape architect prior to beginning landscape work so that the landscape architect can review the project utility locations and revise plans accordingly to fully screen all utilities from view. TREE PLI\NTING NOTES: Plant trees minimum 2' from curbs. Plant trees minimum 7' from sewer lines. Trees shall not be planted in conflict with public utilities. All trees within 5' of any hardscape shall have root barriers. North 0 5' :20' 40' SC.ALE: I "=20'-0" DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION CITY OF CARLSBAD SLOPE REVEGETATION/EROSION CONTROL POLICIES AND REQUIREMENTS SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED IN THE CARLSBAD LANDSCAPE MANUAL SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: STANDARD #1: COVER CROP/ REINFORCED STRAW MATTING: COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/ OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. THE COVER CROP AND/ OR REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR. STANDARD #2: GROUND COVER ONE HUNDRED PERCENT (100%) OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). STANDARD #3: LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY PERCENT (70%) OF THE SLOPE FACE (AT MATURE SIZE). STANDARD #4: TREES AND/ OR LARGE SHRUBS: TREES AND/ OR LARGE SHRUBS SHALL BE PLANTED (FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET. SLOPES -6:1 OR STEEPER AND: A. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. B. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2 AND #3. C. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2, #3 AND#4. AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 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 TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. APPROVED FOR PLANTING "AS AND IRRIGATION ONLY. INCLUDING PRECISE P.E. LOCATION OF PLANTING AREAS. REVIEWED BY: INSPECTOR BUILT" Lill 1 CITY OF CARLSBAD PLANNING DIVISION PLANTING PLAN FOR: DATE DATE u!] 3 LA COSTA TOWN SQUAR£ 63 R£S/O£NTIAL MODEL LOTS !8-20 APPROVED: IU I &-~\_.:,it l).~~-177 PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL Cl'TY APPROVAL RVWD BY: C.T. 08-03 475-2M MATCHLINE -SEE SHEET 16 Iii lil g i!11 1111 f ~ i!11 ill ill Iii ill KEY MAP 111 : Iii : II : I : II : I c-} I : I L---i} ----- 1!1 NOTTO SCALE * TESHIMA DESIGN GROUP LANDSCAPE ARCHI'IBCTURE • I.AND Pl.ANNING 9903 BUSINF$PARK. AVF. SUITE 100 • SAN DIEGO, CA 92131 PHI Cllllil <1lHlll4 FAX' Cllllll <113-1182 TOO JOB NO. 13--02 DATE= 9-11-13 North NOTE: Contractor shall contact the landscape architect prior to beginning landscape work so that the landscape architect can review the project utility locations and revise plans accordingly to fully screen all utilities from view. MATCHLINE -SEE SHEET 17 TREE PLANTING NOTES: North Plant trees minimum 2' from curbs. Plant trees minimum 7' from sewer lines. Trees shall not be planted in conflict with public utilities. 0 S' 20' J 40' All trees within 5' of any hardscape shall have root barriers. SCALE: l"=:20'-0" DATE INITIAL ENGINEER OF WORK ' I ' I '"'' \~ t: -·1 ' \ \ REVISION DESCRIPTION SEE SHEET 19 FOR PLANT LIST SEE SHEET 25 FOR PLANTING DETAILS SEE SHEET 32 AND 33 FOR SPECIFICATIONS SEE SHEET 20 FOR PLANTING NOTES APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY. INCLUDING PRECISE P.E. DATE LOCATION OF PLANTING AREAS. REVIEWED BY: INSPECTOR DATE en:] CITY OF CARLSBAD uTJ 2 PLANNING DIVISION 3 PLANTING PLAN FOR: LA COSTA TOWN SQUARE 63 R£S/0£NTIAL MOO[L LOTS 18-20 APPROVED: li~-1'1 ~ ~l-0-\r II-\~· I"? PLANNING DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CllY AFPROVAL RVWD BY: C.T. 08-03 475-2M i ,,-, I 51,REl;;i;'~E. ;,TANDARD. DpJJ~L~ ~TA!5jl;. INSTALL IN THE, C-.lj;('i'fER( QF THE FAR~Y LAND,;;,CAFE AREA: IN5TAl:.!..i ALt, STREET TREE5 V'IITH ROOT BARRll:;.R ', KEY MAP NOTTO SCALE TESHJMA DESIGN GROUP IANDSCAPE ARCHITECTIJRE • I.AND PI.ANNING 9903 BUSINFSSPARK AVE. SUITB 100 • SAN DIEGO, CA 92131 P9 (1.18) <ilH&24 FAX) (1.18) !ll3-ll82 TOO JOB NO. 13--02 DATE= 9-11-13 ' ', r...'I">-- ~ North i i i i 1 - SEE SHEET 19 FOR PLANT LIST SEE SHEET 25 FOR PLANTING DETAILS SEE SHEET 32 AND 33 FOR SPECIFICATIONS SEE SHEET 20 FOR PLANTING NOTES NOTE: Contractor shall contact the landscape architect prior to beginning landscape work so that the landscape architect can review the project utility locations and revise plans accordingly to fully screen all utilities from view. TREE PLANTING NOTES: Plant trees minimum 2' from curbs. Plant trees minimum 7' from sewer lines. Trees shall not be planted in conflict with public utilities. All trees within 5' of any hardscape shall have root barriers. North u J 0 5' 20' 40' SCALE: l"=.2O'-O" DATE INITIAL ENGINEER OF WORK C-ONC,Rf;~ .. ,. r-,<-51DEWALK BY:, .. _OTHEf!.5 I i , . , 't . . . Rlel-fr.:.oF-HAY REVISION DESCRIPTION , ,, / -- . ,. APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. P.E. REVIEWED BY: INSPECTOR ,· 5LJBDIV151ON BOLJNDARY "AS BUILT" DATE DATE WJ 3 CITY OF CARLSBAD LlU 3 PLANNING DIVISION PLANTING PLAN FOR: LA COSTA TOWN SQUARE 63 R£S/O£NTIAL MODEL LOTS 18-20 APPROVED: 11-~ & ~\A tl-,~-~~ PLANNING DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITL'.L DATE INITL'.L CHKD BY: C. T. 08-03 475-2M RVWD BY: OTHER APPROVAL CITY APPROVAL I I I /' ,, ''---r I ) ~-,--,·,,> 1~ , ~ ' " ' I ''I <:· I,) S: I ,_./ ~-:, ~ if() /j I if" ,, I I (! I c:, I r---! --------- TESHIMA DESIGN GROUP LANDSCAPE ARCHITECTURE • IAND PLANNING 9903 BUSINESfil'ARK AVE. SUITE 100 • SAN DIEGO, CA 92131 PII' (j.lll) tilHl!1,4 FAX) (j.lll) Wl-lll!Z TOO JOB NO. 13--02 DATE: 9-ll-13 </ '· r-\, ·-- ,.-1 ....._, I I I -, ' I ! I ' ' ·-./ ' I I I ! I I -- _j_ -------__ , -------------- SEE SHEET 19 FOR PLANT LIST SEE SHEET 25 FOR PLANTING DETAILS SEE SHEET 32 AND 33 FOR SPECIFICATIONS SEE SHEET 20 FOR PLANTING NOTES NOTE: Contractor shall contact the landscape architect prior to beginning landscape work so that the landscape architect can review the project utility locations and revise plans accordingly to fully screen all utilities from view. TREE PLANTING NOTES: Plant trees minimum 2' from curbs, Plant trees minimum 7' from sewer lines. Trees shall not be planted in conflict with public utilities. All trees within 5' of any hardscape shall have root barriers. North u J 0 5' :20' 40' SC.ALE, 1"=20'-0" DATE INITIAL REVISION DESCRIPTION ENGINEER OF WORK KEY MAP NOTTO SCALE ' ~ !r'l1t~i" ~ ("" ~~ ~ . ~-. ' ,. ' ,,,'>ill di! ,II! oil i:l! llii/ till / PROVIDE A 5' DIA. MULC-H RIN\5 )(11TH A 5HOVEL C,l.JT EDGE AT EVERY ftTREET TREE LOC-¥]0N (TYP) /,. · .. ifl:f(/ ~-... , .. : North \ STREET TREE. STANDARD. DOUBLE \ ST AKE. INST ALL IN THE C-ENTER Of ' ' THE PARKl-'-IAY LAND5C-APE AREA. \, INSTALL ALL STREET TREE5 Y'IITH \ \ ROOT BARRIER \ \ \ ' APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY. INCLUDING PRECISE P.E. DATE LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR DATE [m CITY OF CARLSBAD ~ 4 PLANNING DIVISION 3 PLANTING PLAN FOR: LA COSTA TOWN SQUARE 63 RESIDENTIAL MODEL LOTS 18-20 APPROVED: ~..,_.ll &_. ~1t..;t\-1/-,~ 1"7 PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: C. T. 08-0J 475-2M CllY APPROVAL RVWD BY: OTHER APPROVAL CD 9 CD ROOTBALL. \ \ \ \ 1D Cg) CROWN -1/2" ABOVE FINISH GRADE. @ FINISH GRADE. @ FINISHED GRADE AT SLOPE. @ 2X ROOTBALL DIAMETER. @ BACKFILL MIX (SEE SPECS.). (J) PLANT TABLETS (SEE SPECS). 2 1D 3 -- @ 4" HIGH WATERING BASIN (IF REQ'D). @ UNDISTURBED NATIVE SOIL. @ FOR ALL SHRUBS AND TREES PLANTED ON THE SLOPE THE REAR AND FRONT OF THE PLANTING PIT SHALL BE GRADED TO 1: 1 SLOPE. COVER SLOPE WITH EROSION CONTROL FABRIC. _l_ - TREE AND SHRUB PLANTING 2 [ l -,,l<--------1@1-----.i'1 '--- CD WALL SURFACE. @ VINE ATTACHED TO SURFACE WITH APPROVED PLANT ANCHOR KIT. NOTTO SCALE @ NURSERY STAKE/ ESPALLIER (TO BE REMOVED) @) SET ROOT BALL TIGHT TO FOOTING. REMOVE ANY EXCESS CONCRETE IF NECCESARY. @ 4" HIGH WATERING BASIN. @ FINISH GRADE. (J) PLANTING TABLET -SEE PLANTING SPECIFICATIONS. @ BACK FILL MIX -REMOVE GRANULAR FILL DOWN TO TOP OF CLAY LA YER AND REPLACE WITH MULCHY SOIL PER SOIL TEST RECOMMENDATIONS AND PLANTING SPECIFICATIONS. @ UNDISTURBED NATIVE SOIL. @ PIT DIAMETER -2 X DIAMETER OF ROOT BALL. @ CROWN -1/2" ABOVE FINISH GRADE. @ MIN. 4" BELOW FINISH FLOOR OF BUILDING. NOTE, FROVIDE DOU6LE &TAKE TO ALL TREE&. CUT &TAK!": lb' BELOUJ TREE CA'10FY. I -(:2) 2 N. DIA. X 10 FT. LONG LODc'oEPOLE PINE STAKES, 5ET PERPENDICULAR TO PREVAILING )',IINDS. USE 12FT. LONG LODGEPOLE FOR ALL ":"HE TRIST ANIA TREES. 2 _ VINYL TREE ~IE 12 re9'd per otal<.s), OR EQUAL. IN&TALL AT POINT lb' A60VE UJl-4ERE TREE TRUNK UJILL 6E 1-4ELD UFRIGl-4T AND NOT 6END OVER. IN&TALL FER t-'.ANUFACTURE'& &FECIFICATIONS. 3 -SET CRO)'IN 2 IN. ABOVE FINISH GRADE. 4 -CUT TOP SECTION OFF OF STAKE b" BELO)'! TREE CANOP"f. 5 -FINISH GRADE. b -BACKFILL(SEE SPEC) PUDDLE AND SETTLE. SET TREE 2 IN. ABOVE FIN. GR. 1 -2 X ROOTBALL DIAMETER. e, -3 IN. )'IATERING BASIN, EXCEPT IN LA)'IN AREAS. REMOVE AFTER MAINT. PERIOD. q -PLANT TABLETS. INSTALL PER MANUFAC-TURER'S SPEC-IFICATIONS. 10 -PLAC-E STAKES OUTSIDE OF ROOTBALL. JI -FIN. GRADE AT EXISTING SLOPE (AS REG'DJ. 12 -4" PERFORATED PIPE )'I/BLACK ROUND 6RATE CAP - 4' MIN TO 6' MAX. LEN6TH )'!RAPPED )'IITH FILTER FABRIC -I PER ,5 6ALLON TREE -2 PER 24" AND 36" BOX TREE -I FOR A TREE BUBBLER IN SHRUB AREAS. SEE DETAIL. TREE BUElBLERS SHALL BE INSTALLED IN ITS 0)',IN PIPES 13 -5/4" GRAVEL DRAINAGE SUMP )'IITH FILTER FAElRIC ED6E 14 -6'-0" MAXIMUM 15 -10'-0" MAXIMUM 16 -TREE PIT-FILL AND SETTLE )'IITH V"IATER A MIN. OF 24 HOURS PRIOR TO PLANTING. 11 -TREE TRUNK TREE DOUBLE STAKING AND DRAINAGE G) 2 INCHES @ PREPARED SOIL @ FINISH GRADE OR WALK @) EQUAL (X) -SEE PLANT LIST @ PLANT TABLET @ CONCRETE CURB OR HARDSCAPE IMPROVEMENT. AS INDICATED ON PLAN. (J) EQUAL 1/2 (X) 5 PLAN @) VINE PLANTING NOTTO SCALE ® GROUNDCOVER PLANTING NOTTO SCALE TESHIMA DESIGN GROUP I.ANDSCAPE ARCHITECTURE • I.AND PIANNINO 9903 BUSINFSSPARK AVE. SUITE JOO • SAN DIEGO, CA 92L31 Pli' (85$ tB3-8824 FAX' ()1511) 693--Ulll TOO JOB NO. 13--02 DATE 9-ll-13 40! ~i:.~:.::~.-~f:?::'·,, :i.\ DATE INITIAL ENGINEER OF WORK NOTE, ROOT BARRIER5 SHALL 6E IN5TALLED r'IHEN TREE 15 WITH-IN 5 FT. OF ANY HARD5CAPE, AND 5HALL BE IN5TALLED ADJACENT TO THE HARD5CAPE ONLY PER THE MANUF. 5PECIFICATION5. BIO-BARRIER 5HALL BE :201" DEEP ,---------HARD5CAPE :2 IN. VARIE5 --++----t--1 IN. AT TURF I -TREE TRUNK :2 IN. AT 5HRUB BIO-BARRIER AVALIABLE AT HYDR.0-5CAPE 5AN DIEGO, CA 3 :2 -BIO-BARRIER 10' TOTAL LENe:;TH -5' EITHER DIRECTION 3 -EDO"E OF HARD5C.APE (CURB, PAVING, PAD, ETCJ ROOT BARRIER APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY. INCLUDING PRECISE P.E. LOCATION OF PLANTING AREAS. REVIEWED BY: INSPECTOR NOTTO SCALE DATE DATE [ID 5 CITY OF CARLSBAD Lill 3 PLANNING DIVISION PLANTING O[TAILS FOR: LA COSTA TOWN SQUARE 63 RESIDENT/AL MOO[L LOTS 18-20 APPROVED: 11..:.J' I ~-~-',\...;~ l\-\~-1~ PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION OTHER APPROVAL Cl1Y APPROVAL RVWD BY: C,T. 08-0J 475-2M \ \ * TESIIlMA DESIGN GROUP I.ANDSCAPE ARCHITECTURE • !AND PUNNJNG 9903 BUSINESSPARK AVE. SUITE 100 • SAN DIEGO, CA 92131 PH• (SlSI tllHKU FAX< (SlSI 6'l!-Jlll! TOO JOB NO. 13-02 DATE 9-ll-13 L - ~~"'· c.,~ ~·~~~ , North 0 5' bO' SCALE: l"=BO'-O" DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION "' ------- ,~--:~, ----------;,;;NCHO-----;~,~-----;;~-i?ii:--,-,;,· v.,z,,.·-,«:::r: ,;i',;' •. " ,, ,.,_,,, --,7 X.£ " z"" ½ &f:mmm . , ~,Z:,;,1"~ '7,7 ', ..... --,~,... .:,? ~ ... ~ -_ 5 51 t; ' 45 46 47 48 4g -~ ~(-✓..{/ 5' / ,.~~" co:{~ ,,,.,., KEY MAP -_/ '_/ --/' -,, /61f .,,"' o.s. / --,< ~~~­~ NOTTO SCALE SEE SHEET 28 FOR FENCING LEGEND North SEE SHEET 29 AND 30 FOR FENCING DETAILS APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY. INCLUDING PRECISE P.E. DATE LOCATION OF PLANTING AREAS. REVIEWED BY: INSPECTOR DATE []rJ CITY OF CARLSBAD LlU 6 PIJ\NNING DIVISION 3 F£NC/NG PLAN FOR: LA COSTA TOWN SQUARE 63 R£S/O£NTIAL MODEL LOTS !8-20 APPROVED: l<'tJ~ &, !c-l\~4-r !l-~r~ PLANNING DAT£ OWN BY: PROJECT NO. DRAWING NO. DATE INITVIL DATE INITVIL CHKD BY: C.T. 08-03 475-2M OTHER APPROVAL CITY APPROVAL RVWD BY: TESHIMA DESIGN GROUP I.ANDSCAPE ARCHITECTURE • I.AND PIANNING 9903 BUSINESSPARK AVE. SUITE 100 • SAN DIEGO, CA 92131 PH• (l!5ll) <!l3-88l,I FAXl (l!5ll) CllHlll'Z TOO JOB NO. 13--02 DAIB l}-ll-13 .J i ! SEE SHEET 28 FOR FENCING LEGEND SEE SHEET 29 AND 30 FOR FENCING DETAILS North SC.ALE, 1"=30'-0" > \,~ sl; ~··,·: / --~· DATE INITIAL ENGINEER OF WORK ·, ............. __ ,, REVISION DESCRIPTION "· .... . \ ·, . ·--•• ,.,, J • .r;r, APPROVED RANCHO I , I ._ 11 34 35 35 37 38 39 40 41 SITIO 33 32 31 30 29 28 27 26 25 I / . 1 17 18 -r-19 20 "•• I 16 ... , KEY MAP FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE P.E. LOCATION OF PLANTING AREAS. REVIEWED BY: INSPECTOR @ NOTTO SCALE North "AS BUILT" DATE DATE en:] 7 CITY OF CARLSBAD lliJ 3 PLA.NNING DIVISION FENCINC PL4N FOR: LA COSTA TOWN SOUARE 63 RESIDENTIAL MODEL LOTS 18-20 APPROVED: 1-i~_Ji ~H~--H-1-a..1~ PLANNING DAIT DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CllY APPROVAL RVWD BY: C.T. 08-03 475-2M SEE SHEET 29 AND 30 FOR FENCING DETAILS \ ' \ WALL PILASTER (lb" 50) TESHIMA DESIGN GROUP IANDSCAPB ARCHITECTURE • IAND PlANNING 9903 BUSJNFSSPARK. AV!! SUITE 100 • SAN D!000, CA 92131 PH• tllllli CilH824 FAX' tllllli llll-ll82 TOO JOB NO. 13--02 DATE: 9-11-13 .J SYMBOL I -- I -- I \ " ii ii II II " ' ' ' ' ' • ' ' ' ~ I I I I I El FENCING LEGEND DESCRIPTION SOLID BLOCK SOUND WALL (5'-6" HIGH). SEE DETAIL CC. TUBULAR STEEL FENCE (5'-6" HIGH). SEE DETAIL BB. CONCRETE CURB (6" WIDE). SEE DETAIL DD. VINYL FENCE (5'-6" HIGH). SEE DETAIL AA. VINYL GATE (3' WIDE). SEE DETAIL AA. SOUND WALL (5'·6' HIGH). SEE DETAILS EE. Wall is comprised ol RCP Split!ace Block (2'-6' High) and Glass Top (3' High). WALL PILASTER (16" SQ.). SEE DETAIL CC. '· ,· . "· / • / . · '/ ? • . . . ·, • •. North u■ 0 5' :30' bO' 5C.ALE: l"=BO'-O" DATE INITIAL REVISION DESCRIPTION ENGINEER OF WORK , , j-.. yf .. · w~ tz(.r p,· /{/'%' ,, APPROVED FOR AND IRRIGATION / / : -----4 34 35 36 37 3B 39 1,0 41 42 43 'f ! ~•~" ~ KEY MAP PLANTING ONLY. INCLUDING PRECISE P.E. 4b 45 47 4B 49 -5 ~ 51 NOTTO SCALE "AS BUILT" LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR North DATE DATE CT[] 8 CITY OF CARLSBAD lliJ 3 PLANNING DIVISION FENCING PLAN AND LEGEND FOR: LA COSTA TOWN SQUARE 63 RESIDENTIAL MODEL LOTS !8-20 APPROVED: 1-1.:\. ~ fu: ~l-oit 11-l~ · I°") PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: C.T. 08-03 475-2M RVWD BY: OTHER APPROVAL CITY APPROVAL --J__ - I ~ CD 2" X 7" TOP AND BOTTOM RAILS. 3''--~lL--------8''--------""-8' to~ of next post--@ 1" X 6" TONGUE AND GROOVE PVC BOARD. @ FINISHED GRADE. 8 Di----< 1 7 SECTION 2 7 ELEVATION TESHIMA DESIGN GROUP I.ANDSCAPE ARCHITECTURE · I.AND PI.ANNING 9903 BUSINESSPARK AVB. SUTI1l 100 • SAN DIEGO, CA 921.ll PII' (BSCi CilJ-11&24 FAX< ($Sil 6!1HIB2 TDG JOB NO. 0-02 DAT£: 9-11-13 5 ..: 0 VINYL FENCE AND GATE It PRIVATE ! I HOA SOLID BLOCK WALL @) CONCRETE FOOTING. SLOPE 1 % FROM POST FOR DRAINAGE. 10" x 18" DEEP FOR LINE POSTS. 1 0" x 24" DEEP FOR CORNER AND GATE POSTS. @ 5" X 5" VINYL POSTS WITH CAPS. @ 4" X 4" VINYL UPRIGHT WITH CAPS. (j) 1' X 8" TONGUE AND GROOVE PVC BOARD. @ LATCH, T-HINGE TOP AND BOTTOM SEE GREENFIELD FENCE, INC. DETAIL HD-001. NOTES: 1. VINYL FENCE AND GATE AS MANUFATURED BY KROY AND AVAILABLE FROM GREENFIELD FENCE, INC. CONTACT GEOFF CULP AT (760) 724-8131. 2. VINYL FENCE AND GATE COLOR SHALL BE WEATHER CEDAR. 3. INSTALL PER MANUFACTURERS SPECIFICATIONS. G) 1OX4X16 CHAMFER CAP TO BE RCP PRECISION BLOCK (2-SIDED), COLOR OTAY RANCH BROWN. @ CONCRETE FOOTING AND REBAR PER RCP BLOCK & BRICK, INC. 6' HIGH CMU FENCE WALL DESIGN DETAIL AND SPECIFICATIONS. @ #3 BARS HORIZ. IN BOND BEAM @ 24' O.C. @) #4 BARS VERTICAL@ 24" O.C. SOLID GROUT ALL CELLS. @ FINISH GRADE. SLOPE (WHERE OCCURS). @ 8X8X16 SPLIT FACE RCP BLOCK (2-SIDED), COLOR MISSION. SEE ITEM 9 BELOW. (j) PILASTER CAP SHALL BE RCP PRECISION BLOCK 19'' CHAMFER COLUMN CAP, COLOR OTAY RANCH BROWN. @ COMPACTED SUB-GRADE PER SOILS REPORT. ® PROVIDE GAP BETWEEN WALLAND PILASTER. ALL WALL BLOCK MEETING PILASTER TO BE SPLIT FACE ON TWO SIDES AND ONE END. NOTES: 1. ALL FOOTING AND REBAR SHALL BE PER RCP BLOCK & BRICK, INC. 6' HIGH CMU FENCE WALL DESIGN DETAIL AND SPECIFICATIONS. 2. MORTAR SHALL BE OAK OR WHEAT COLOR TO MATCH RCP MISSION SPLIT FACE BLOCK. SCALE 112'' = 1'-0" SCALE 112'' = 1 '-0" OUTSIDE DIMENSION SLIGHTLY LESS THAN INSIDE DIMENSION OF TOP OR BOTTOM RAIL CAULK JOINT WITH CLEAR SILICON FENCE RAIL SLIPS / OVER ASSEMBLY I I ! of fence post I ~ of fence post 2 t 8' 8'-0" to (£ next post 1 r SEE DETAIL\ 1 _ N ~ -- 3 \ ' I I I I I I I I " ·- '•;%'V~ ,;,}'l~ ~~ . . >J.<~i%~~~~<§; ff:,,~~~~~~~~-. . 1/,~>0,%-,»~%~ . &>%~~%-,'§~ ~~,0%%'?~'?$.~{ . . ~ ~~1,1' '<~ . 1t%~'%5,~~'2>fi1' ~~"',,s;:<«<«~~~1~ V . ~"'§.' ~'W' ' . ~~~~0<0<..;,;, v1/ ~ ~,1/ , //'(/~ . '«.«,1j ~,1/ -~~ »-'>-W.>: ~ -. , ,, . ./~ y> . ', ~ ' , ((,(!(, 4 •-y~'»'--j;:.'>(,/· 6 'i . ~ ,,, / \ ~)0~ "~ ,~«;:~-5 I I / FENCE POST 5 ....... ____ ,, .. 6... 7 I ' -~ ,, ..: '-' ~ ' ~ ro ' fr) ' ' (D 1-1/2" x 1-1/2" TUBULAR STEEL TOP AND BOTTOM RAILS. @ 4" SQUARE TUBULAR STEEL CORNER, TERMINAL AND TUBULAR STEEL TO WOOD FENCE TRANSITION POSTS WITH CAPS. @ 5/8" SQUARE PICKETS @4-1/2" O.C. @ FINISHED GRADE @ CONCRETE FOOTING -SLOPE TOP 1 % FOR DRAINAGE. 12" x 18" DEEP FOR LINE POSTS. 12" x 24" DEEP FOR CORNER TERMINAL AND TUBULAR STEEL TO WOOD FENCE TRANSITION POSTS. @ 2" SQUARE TUBULAR STEEL LINE POSTS WITH SQUARE CAPS. NOTES: 1. TUBULAR STEEL FENCE AS AVAILABLE FROM GREENFIELD FENCE, INC. CONTACT GEOFF CULP AT (760) 724-8131. 2. PAINT WITH ONE COAT EPOXY PRIMER AND ONE COAT OF EXTERIOR ENAMEL FINISH BLACK COLOR. 3. ALL PICKET CONTINUOUS WELDS AND COLD GALVANIZED APPLIED TO WELDS. 4. CONNECT PANELS TO POST WITH SLIDER BRACKETS (NO WELDING). BRACKET ATTACHMENT DETAIL NOTTO SCALE 5. INSTALL PER MANUFACTURERS SPECIFICATIONS. DATE INITIAL ENGINEER OF WORK TUBULAR STEEL FENCE 2 4 CD# 3 BAR CONTINUOUS, CENTER IN SLAB (LAP 12" AT SPLICES). @ TURF SIDE. @ PLANTER BED. @) 1/2" RADIUS (TYP). @ 95% COMPACTED SUBGRADE. @ FINISH GRADE. NOTE: PROVIDE EXPANSION JOINTS AT 20' O.C. AND WHERE HEADER ABUTS CONCRETE PATIO OR WALK. 6" CONCRETE CURB APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. SCALE 1/2" = 1'-0" NOTTO SCALE "AS BUILT" P.E. DATE REVIEWED BY: INSPECTOR DATE -------------Lru CITY OF CARLSBAD Lill 9 3 PLANNING DIVISION ---------------- ·--FENCING DETAILS FOR: LA COSTA TOWN SQUARE 63 R£S/O£NT/Al MODEL LOTS 18-20 APPROVED: H~ l,,;; ~~~-fr !l-1~-I~ PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. ·----·------DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C.T. 08-03 475-2M TESHIMA DESIGN GROUP lANDSCAPE ARCHITECTURE • lAND PI.ANNING 9903 BUSINESfil'ARK AVE. SUITE 100 • SAN DIEGO, CA 92131 PH• l/!5IO <ll3-81l24 FAlli (asll) <IB-llll2 TOO JOB NO. 13--02 DATE= 9-11-13 ---,_ 7 ~ of fence of fe~ce post poSt '1 t, 6, _____ ----.1k~_6'-o" to ct_~ It PRIVATE I HOA G) 1OX4X16 CHAMFER CAP TO BE RCP PRECISION BLOCK (2-SIDED), COLOR OTAY RANCH BROWN. ® CONCRETE FOOTING AND REBAR PER RCP BLOCK & BRICK, INC. 6' HIGH CMU FENCE WALL DESIGN DETAIL AND SPECIFICATIONS. ,~== 1 =~ ~ ~ 13 1 nett post c,====, ===:; -'i<----'------J--f---+ff!--------',-----------'.~--lfl------/ : ~I ->I.- ,, I \ ~ I i ' @ #3 BARS HORIZ. IN BOND BEAM @ 24' O.C. I /, ,.--,---~/ I .... ! i 1---~----1 I /;;;-·· ---:-/,r / I /~-~ : : C? 0 -------l.--,,,--I I ,::::-,:,-,,· • -::·:;_;: ' ~2 i, i, ~ I ----·::: r•_,.>,,.-_... I _,,,,-: : @ #4 BARS VERTICAL@ 24" O.C. SOLID GROUT ALL CELLS. @ FINISH GRADE. SLOPE (WHERE OCCURS). ,, I ' -,.r, I ' ~ I I I I I I CJ) J I 1 _, C\I I I ' ' f---~-l ~ /,., I.,.,--"" j I I I I I ~µ_::::_j_"f_::::_::::_::::_::::_j_==j=_::::_::::_::::_::::-1~_::::_::::_::::_::::-1°t_::::_~_-~_,,-/-~-=l,¥"-'~:;_1/ 1 '. _ : ~ @ 8XBX16 SPLIT FACE RCP BLOCK (2-SIDED), I I I ' I I ! ,, 3 I :~ ~' i COLOR MISSION. SEE ITEM 9 BELOW. f+-~---'---~__J-~ 1----'------~I_J__---H--J ----,-®----f \~ ~-: 0 PILASTER CAP SHALL BE RCP PRECISION -:t f.__-..----' f4l-.. ! ;.' L : BLOCK 19" CHAMFER COLUMN CAP, COLOR I I I '-.Y ~ ~-t : 5 OTAY RANCH BROWN. .{_ __ L_L_J,l::::::r=::::::::::::r=::::::::::=~--1'~=-=-=r/ .I ! N--j • ® _ 2 >~0 ,;\ -"-'~" 8 COMPACTED SUB-GRADE PER SOILS REPORT. @ BLACK POWDER COATED 2"X2" EXTRUDED ALUMINUM POST AT APPROXIMATELY 6' O.C. EMBEDDED INTO GROUT CMU CELL PER KINSLO GLASSWALL SYSTEM. (D) 1/4" CLEAR TEMPERED GLASS VIEW PANELS BY KINSLO GLASSWALL SYSTEM. @ 1-1/2" X 1-1/4" ALUMINUM CHANNEL SILL BETWEEN POSTS BY KINSLO GLASSWALL SYSTEM. PAINT COLOR AND FINISH TO MATCH POST. @ TOP POST CAP. GLASS WALL NOTES: 1. GLASS WALLAS AVAILABLE FROM KINSLO GLASSWALL SYSTEM. PHONE (714) 568-1598. 2. INSTALL ALL GLASS WALL COMPONENTS PER MANUFACTURER'S INSTRUCTIONS. ~ -~~~-JJ-&~~ 'f':2. tif'.'v< ., 1 ·, ~~~ ·• 2 @ PROVIDE GAP BETWEEN WALLAND PILASTER. ALL ~-'. :~ '-";· . · '[;:~Jk..~~':1/, WALL BLOCK MEETING PILASTER TO BE SPLIT FACE 9 ELEVATION j BLOCK WALL NOTES: 1. ALL FOOTING AND REBAR SHALL BE PER ;1/~_,. ~ ··· f~~t~~~~~~O-NTWOSIDESANDONEEND. ~~~~«'~~ ~0Y?Y>':,>C •»»>Y,); ~~' • ;7,>; ~◊'y,,;>:Y-'7> . DISTANCE TO ." c>C DAYLIGHT TO MEET ~ i ALL APPLICABLE i ~ BUILDING CODES AND CITY STANDARDS SECTION BLOCK WALL WITH GLASS VIEW PANELS TOP RCP BLOCK & BRICK, INC. 6' HIGH CMU FENCE WALL DESIGN DETAIL AND SPECIFICATIONS. 2. MORTAR SHALL BE OAK OR WHEAT COLOR TO MATCH RCP MISSION SPLIT FACE BLOCK. APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. SCALE 1 /2" = 1 '-0" "AS BUILT" P.E. DATE REVIEWED BY: INSPECTOR DATE ~O CITY OF CARLSBAD ~3 1-----+------1--------------+---+----11-----+----1 UQ_j PLANNING DIVISION ~ l-----+----+--------------+---+------l----+-----1 FENCING DETAILS FOR: LA COSTA TOWN SOUARE 63 R£S/O£NTIAL MODEL LOTS 18-20 1-----+----+--------------+---+------1----+---l APPROVED: DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PLANNING DWN BY: __ CHKD BY: __ RVWD BY: PROJECT NO. C.T. 08-03 DRAWING NO. 475-2M SECTION 02480 IRRIGATION PART 1 -GENERAL 1.01 GENERAL CONDITIONS: A. The General Conditions, Special Conditions, and Division 1 are an added part of this section and contract for this work and apply lo this section as fully as if repealed herein. 1.02 SCOPE: A. The work includes all services, labor, materials, transportation and equipment necessary to perform the work indicated on the Drawings and as specified. The General Conditions and Division 1 apply to this section as fully as if repeated herein. 1. Related Work: (a) Landscaping Section (02900) 1.03 SUBMITTALS: A. Submit a list of all irrigation equipment to be used, manufacturer's brochures, maintenance manuals, guarantees and operating instructions. 1.04 GUARANTEE: A. Furnish guarantee in accordance with general conditions, for a period of one (1) year from dale of final acceptance -at conclusion of the Maintenance Period -on complete water irrigation system, including nonsettling of backfill in trenches which, if occurs, shall be corrected, including repairs and/or replacement of any material damaged thereby or therefrom. 1.05 OBSERVATION: A. In all cases where observation of sprinkler system work is required and/or where portions of work are specified ta be performed under direction and/or observation of City Inspector and Architect or his represent□tive, Contractor shall notify City Inspector and Architect at least three (3) working days in advance of time such inspection and/or direction is required. 8. Observation will be required for the following parts of the work: 1. Upon installation and testing of main lines and lateral lines; when pipes are laid and are lo be submitted lo pressure tests. Do not cover any lines until they have been observed and approved. 2. Upon installation and testing of valves, quick couplers, backflow preventer device, automatic controllers, and control valves and wires. 3. When sprinkler system is completed, Contractor, in the presence of Architect, shall perform a coverage lest to determine if coverage of water afforded the lawn and planting areas Is complete and adequate. Contractor shall furnish all materials and perform all work required to correct any inadequacies ta cover. 4. Final observation and performance test shall be at the same time as final observation cf the landscape work. 1.06 TESTING: All PVC main and lateral lines shall be subjected to a pressure test cf 125 PSI for a period of four hours. All testing shall be in the presence of the City Inspector and Architect. Approval shall be received before backfilling any trench. Do not cover any lines until they have been observed and approved. 1.07 RECORD DRAWINGS (AS BUILT DRAWINGS): A. Before final acceptance of work. Contractor shall provide a record set cf drgwin~• showing sprinkler system work. 1. The final as-built plans should be prepared by the landscape architect from dimensions provided by the contractor. 2. The final as-built plans will be required to be reviewed and approved by the City and final m~ars will be required to be approved and signed by the City prior to City release of securities. 3. Any changes in location of items or type of installations from that shown on drawings shall be so indicated on the record drawings. 4. Valves shall be numbered and corresponding numbers shall be shown on record drawings. 5. All remote control valves, shut-off valves, quick coupler valves, meters, controllers, mainlines shall be located by measured dimensions. Dimensions shall be given ta permanent objects and shall be to nearest one-half foot. All mainline changes in direction shall be located by measured dimensions. 6. On the inside surface of the cover of each Automatic Controller, prepare and mount a chart showing valves and sprinkler heads serviced by that particular controller. All valves shall be numbered to match operation schedule and drawings. Only those areas controlled by controller shall be shown. This chart shall be a plot plan, entire er partial, showing building, walks, roads and walls. A photostatic print of this plan, reduced as necessary and legible in all details, shall be made lo a size that will fit into the controller caver. This print shall be approved by the Architect and shall be hermetically sealed by plastic. This shall then be secured to inside of cover. 7. Immediately upon installation of any buried pipe or equipment, Contractor shall indicate on the drawings locations of said equipment. Dimensions shall be given from permanent objects such as buildings, sidewalks, curbs and driveways. 1.08 GENERAL REQUIREMENTS: A. Code Requirements shall be those of State and Municipal Codes and regulations locally governing this work, providing that any requirements of the Drawings and Specifications, not confiicting therewith but exceeding the Code Requirements shall govern, unless written permission to the contrary is granted by the City Inspector. 8. Extreme care shall be exercised in excavating and working in the area due to existing utilities. Contractor shall be responsible for damages caused by his operations. C. Connections shall be made al approximate locations shown on drawings. Contractor shall be responsible for minor changes caused by actual site conditions. D. Landscape headers and mowing strips shall be in place before installation of sprinkler system. E. Scaled dimensions are approximate. Before proceeding with any work, Contractor shall carefully check and verify all dimensions. F. Plan locations of sub surface lines, valves, controller and pipe lines are diagrammatic and indicate the spacing and relative locations of all installations. G. All lines shall have minimum clearance of six (6) inches from each other, and from lines of other trades. Parallel lines shall not be installed directly over one another. H. Dielectric bushings shall be used in any connections with piping of dissimilar metal materials. I. Point of connection shall be approximately as shown on drawings Connect new underground piping and valves and provide all flanges, adapters or other necessary fittings for connection. J. Permission to shut off any existing in-use water lines must writing from Owner. Contractor shall receive instructions from time of each shut-off. K. Contractor shall acquaint himself with all site conditions. TESHIMA DESIGN GROUP IANDSCAPE ARCHITECTURE · LAND PIANNlNG 9903 BUSINESSPARK AVE. SUITE JOO • SAN DIEGO, CA 92131 ~ (1158) Wl-8824 F/00 (1158) 69.!-1181 TOO JOB NO. 13--02 DATE= 9-11-13 PART 2 -PRODUCTS 2.01 MATERIALS: Pipe sizes shown are nominal inside diameter unless otherwise noted. 1. PVC Pressure Mainline Pipe Fittings: All buried private piping in the reclaimed water system shall be installed with warning tape identifying it as reclaimed water with the exception of intermittent pressure lines. Intermittent pressure lines (line on the downstream side of a controller valve that will net be subject to constant pressure) may be excepted as long as it is apparent, due to line size and location as determined solely be lhe District Engineer cf City Inspector, that the lines are part of a reclaimed water sprinkler irrigation system. Stenciled pipe, as specified below, will be accepted in conjunction with warning tape. (a) Pressure mainline piping for sizes 2" and larger shall be PVC Class 315, and shall be purple. (b) Pipe shall be made from an NSF approved Type 1, Grade 1, PVC compound conforming to ASTM Resin Specifications "D17B4". All pipe must meet requirements as set forth in Federal Specifications PS-22-70, with an Appropriate Standard Dimension (S.D.R.) - (Solvent Weld Pipe). (c) Pressure mainline piping for sizes 1-1/2" and smaller shall be PVC Schedule 40 with solvent welded joints, and shall be purple. (d) Pipe shall be made from NSF approved Type 1, Grade 1, PVC compound conforming to the ASTM Resin Specifications "D1785". All pipe must meet requirements as set forth in Federal Specifications PS-21-70. (e) PVC solvent-weld fittings shall be Schedule 40, 1-2, 11-1 NSF approved conforming to ASTM Test Procedure D2466. (f) Solvent cement and primer for PVC solvent weld pipe and fittings shall be of type and installation methods prescribed by the manufacturer. Mainline pressure pipe shall be solvent welded utilizing a two step process with primer and gray glue. (g) All PVC pipe must bear the following markings. 1. Manufacturer's Name 2. Nominal Pipe Size 3. Schedule or Class 4. Pressure Rating in P.S.I. 5. NSF (National Sanitation Foundation) Approval 6. Date of Extrusion (h) All fittings shall bear the manufacturer's name of trademark, material designation, size, applicable I.P.S. Schedule and NSF Seal of Approval. A.C.P., 4" and above, shall have the words "RECLAIMED WATER" stenciled in 2-inch green letters on both sides of the pipe in at least three places in a 13-foot section cf pipe (total of six places per section of pipe). All pipe shall have stenciling appearing on both sides cf the pipe with the marking "RECLAIMED WA TIER" in 5/8" letters repeated every 12 inches. 2. PVC Non-pressure Lateral Line Piping (a) Non-pressure buried lateral line piping shall be PVC Sch 40 with solvent-weld joints, and shall be purple. (b) Pipe shall be made from NSF approved, Type 1, Grade 11 PVC compound conforming lo ASTM Specifications "D1784". All pipe must meet requirements set forth in Federal Specification PS-22-70 with an appropriate Standard Dimension Ratio. (c) Except as noted in Paragraphs (a) and (b) of Section 2.01.A.1(a) and (b), all requirements for non-pressure lateral line pipe and fittings shall be the same as for solvent-weld pressure mainline pipe and fittings as set forth in Section 2.01.A.1 of these specifications, (Primer not required). All unsized end run later lines shall be 3/4" PIPE. 3. Polyvin~ Chloride Pipe Fittings and Connections: Type II, Grade 1, Schedule 40, high impact molded fittings, manufactured from virgin compounds as specified for piping, tapered socket or molder thread type, suitable for either solvent weld or screwed connections. Machine threaded fittings and plastic saddle and flange fittings are not acceptable. Furnish fittings permanently marked with following information: Nominal pipe size, type and schedule of material, and National Sanitation Foundation (NSF) seal of approval. PVC fitting shall conform to ASTM D2464 and D2466. C. Automatic Control Wire: 1. Electric wiring running from Controller to Automatic control valves shall be No. 14, solid, single conductor, copper wire, 4/64 inch insulation, 4/64 inch neoprene jacket, st~e BR (Direct Burial) or equal, color code wires ta each valve, common wire shall be white. D. Automatic Controller: 1. Controller shall be furnished and installed complete with all water, electrical and drainage services, ready for operation. Unit shall be electric, self-contained outdoor type, wall-mounted, or approved equal. See detail for controller enclosure. 2. Unit shall have a minimum stations as shown on Irrigation Legend. 3. Controller shall be the latest model of the particular manufacturer supplied. 4. Unit shall be 120-volt, 60-cycle controller, be completely automatic and shall function optionally with or without the clock. 5. Any station may be repeated independently in any 24 hours. 5. Stations shall be adjustable from 1 to 59 minutes. 7. Control panel shall be removable plug-in type. 8. Mechanism shall be housed in sturdy, vandal-proof case, manufactured of 14-gauge steel, or case aluminum; furnished for maximum exterior protection. 9. The clock and all working parts of the controller shall be contained within one protecting cover. E. Control Valves: 1. Remote Control Valves shall be cf all Plastic body. Valve shall be provided with an adjustable fiow control stem and shall be operable manually without electricity. F. Valve Box: 1. Far remote control valves 9-1/2" x 16" x 11" rectangular box manufactured by Carson Industries #14129-128 with purple bolt down cover or approved equal. 2. For ball valve: 10" x 10'1/4" round, Carson Industries #91D-128 with purple bolt cover or approved equal. Extension sleeve to be PVC-6" minimum size. G. Sprinkler Heads shall be as required on the drawings er approved equal. I. Boll Valves: 1. Ball valve 1 Inch size ta 2 inch size shall meet ASTM standards with seals which are self adjusting to compensate wear. Ball valves shall have molded micro-finish ball with low torque requirements to operate unit manually. Ball valve shall have a patented feature -"Preloaded" stem seal and impact resistant handles. L. Contractor shall provide to the Owner: 1. Two (2) Control Valve keys. 2. Two (2) wrenches for removing each different type of sprinkler head. 3. One (1) 48" tee wrench for operating gate valves. 4. Six (6) quick coupler keys and six (6) hose bib assemblies. 5. Five (5) keys for opening and locking each automatic controller. M. Pressure regulator shall be bronze with screw fitting. See details and drawing. PART 3 -EXECUTION 3.01 GENERAL REQUIREMENTS: A. Locations on drawings are diagrammatic and approximate only, and shall be changed and adjusted as necessary as directed ta meet existing conditions and obtain complete waler coverage. Locate and stake all work and obtain approval of Architect before installations. 8. Install and extend system as shown on drawings, and os necessary to carry out the intent of Drawings and Specifications. C. Locate lines, valves and other underground utilities and receive approval of Architect before digging trenches, 3.02 INSTALLATION OF IRRIGATION SYSTEM: A. Excavation and Backfilling of Trenches: 1. Excavate trenches, prepare subgrade, and backfill lo line and grade with sufficient room for pipe fittings, testing and Inspecting operations. De not backfill until pipe system has been subjected to hydrostatic test as specified. 2. Depth of cover in the Trench: Polyvin~ Chloride Pressure Line 18" minimum Polyvinyl Chloride Nan-Pressure Line 12" minimum Polyvinyl Chloride Non-Pressure Lines for drip system lateral lines shall be installed at 12" depth. Installation of Polyeth~ene Distribution tubing: Distribution tubing shall be cut into lengths that will allow tubing to lay in a relaxed manner from emitter point (at shrub stem). Allow two (2) distribution tubes per plant. Tubes shall be pressed firmly onto emitter barb so the tube end comes into contact with emitter body at base of barb. 3. Trenching through areas where topsoil has been spread: (a) Deposit topsoil on one side of trench and subsoil on opposite side. 4. Subsoil shall be free cf all rocks over one (1) inch in diameter, debris, and litter, prior ta use as backfill where so indicated on detail. 5. Repair any leaks and replace all defective pipe fittings until lines meet test requirements. Do not cover any lines until they have been inspected and approved for tightness, quality of workmanship and materials. 6. Backfill trenches, after approval of piping, with suitable and approved material, tamping soil around pipe and thoroughly compacting all trench fills until 9D% compaction has been achieved. 7. Backfill material shall be approved soil, free from rocks and clods. 8. Installation of Polyvin~ Chloride Pipe: 1. Because of the nature of plastic pipe and fittings, exercise caution in handling, loading and storing, to avoid damage. 2. The pipe and fittings shall be stared under cover until using, and shall be transported in a vehicle with a bed long enough to allow length of pipe to lay flat so as not la be subjected to undue bending or concentrated external load at any point. 3. Any pipe that has been dented or damaged shall be discarded until such dented or damaged section is cut and rejoined with a coupling. 4. Trench depth shall be as specified above from the finish grade to the top of the pipe. The bottom of trench shall be free of rocks, clods, and other sharp-edged objects. 5. Pipe ends and fittings shall be wiped with P68 Primer, or equal, before welding solvent is applied. Welded joints shall be given a minimum of 15 minutes to set before moving or handling. All field cuts shall be beveled to remove burrs and excess before fitting and gluing together. 5. Pipe shall be snaked from side-to-side of trench bottom to allow for expansion and contraction. 7. Center load pipe with small amount cf backfill lo prevent arching and slipping under pressure. Leave joints exposed for Inspection during testing. 8. No water shall be permitted in the pipe until inspections have been completed and a period of at least 24 hours has elapsed for solvent weld setting and curing. 9. Plastic to metal joints: Solvent-weld, using solvent recommended by pipe manufacturer only. 1 D. Plastic lo Plastic Joints: Solvent-weld, using solvent recommended by pipe manufacturer only. 11. Solvent-weld Joints: Assemble per manufacturer's recommendation. 12. Thrust block shall be installed as per detail. C. Remote Control Wiring: 1. Direct Burial Control wire sizes: As shown and specified herein before. 2. Provide one control wire and one common ground wire to service each valve in system. Provide 4-foot minimum expansion loop at each valve to permit removal and maintenance of valves. 3. Install control wires and irrigation piping in common trenches wherever possible. 4. Control Wire Splices: Allow only on runs of more than 30D feet, splices as follows: (1) Strip off minimum of 2-1/2 inches of insulation from each wire. (2) Twist on Scotchlock electrical spring connector, minimum four complete turns. (3) Seal connector in epoxy resin. (4) Tape completed splice with Scotch 33 electrical tape. 5. Numbering and Tagging: Identify direct burial control wires from automatic valves to terminal strips of controller at terminal strip by tagging wire with number of connected valve. D. Automatic Controller: 1. Automatic Controller shall be installed as shown and directed. Controller shall be tested with complete electrical connections. Contractor shall be responsible for temporary power ta controller for operation and testing purposes. 2. Connections to control wiring shall be made within the pedestal of the controller. All wire shall follow the pressure main insofar as possible. 3. Electrical wiring shall be in a rigid PVC plastic conduit from controller to electrical outlet. The Electrical Contractor shall be responsible for installing all wiring to the sub-panels, clocks, er elsewhere as required, in order to complete this installation. A disconnect switch shall be included. 4. Controller shall have a master switch. It shall be possible to operate each valve manually, independent of clock of any other valve. F. Valve Box: 1. Install valve boxes as shown on detail. Install no more than one valve per box. Stencil valve number and controller letter on underside of valve box lid. "DO NOT DRINK" Tag attached ta irrigation valve box (See Note #7 on Sheet 1) G. Sprinkler Heads: 1. All sprinkler heads shall be installed as per details shown. 2. Nozzle size of all heads shall be adjusted ta suit any particular conditions of the area. This shall be done after the system has been thoroughly tested, immediately after written notification by the Architect ta de so. H. Quick Coupler Assembly: 1. Install all quick couplers as indicated on drawings and as directed. Set all valves plumb and true to finish grade and a maximum cf 12 inches from paving, walks, headers or curbs, and as shown on plans and as directed. I. Ball Valves: 1. Install where shown as detailed. J. Backflow Preventer: 1. Backflow preventer assembly shall be installed in accord with Olivenhain Municipal Water District standard specifications, located os directed on drawings, and shall conform la all applicable code and ordinance requirements. Ollvenhain Municipal Water Distric Backflow Specialist shall approve location and installation (760) 753-6466. 2. Exact location and positioning shall be verified on the site by Architect and Olivenhain Municipal Water District. K. Pressure Regulator if needed shall be installed as per drawings and detail. Verify final location with Architect. L. Installation of Anti-Drain Valves: Anti-drain valves shall be installed in the riser assemblies of all sprinkler heads that do not have manufacturer installed anti-drain devices. M. Install quick couplers and remote control valves adjacent to walks and curbs in shrub planting areas. Install quick coupler valves no further than 150 ft. apart. N. Sleeving: 1. Crossing of vehicular path with irrigation pipe or wiring shall be avoided wherever possible. If a crossing must be made, Schedule 8D PVC sleeves shall be installed at a minimum depth of 30" below finish grade. 2. Irrigation lines under pedestrian paving shall be installed in Schedule 40 PVC sleeves at a minimum depth of 18" below finished grade. 3. Sleeve sizes for irrigation lines shall be a minimum cf two (2) times the size of the line it serves. 4. Controller wires located under streets or other permanent improvements shall be installed in separate PVC sleeves and corresponding to type and depth as specified on 1 and 2. 3.03 CLEAN-UP: A. As project progresses, Contractor shall maintain unsightly debris as necessary. After completion of debris and containers used in accomplishing work. asphalt, and concrete areas adjacent to plantings. *** APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. all □re□s In a neat manner and remove the project, Contractor shall remove all He shall sweep and clean all sidewalks, "AS BUILT" P.E. REVIEWED BY: INSPECTOR DATE DATE ~ CITY OF CARLSBAD ~ 1----+--+---------------1----+--1----+----I L1lJ PLANNING DIVISION L_ll_j ::==::'....':==========:'..'::==~ IRRIGATION SP£CIFICATIONS FOR: LA COSTA TOWN SQUARE 63 RESIDENTIAL MODEL LOTS !8-20 2. Product: 1" -2• size (King Bros. Lo-torque ball valve models Lt. size (King Bros. Block true union ball valve models Valencia, California (800)541-2672 or (805)257-3262. 100D-t thru Lt.2000-t) 2" -4" 91384 Phone: 1----+--+-------------+--+--+----J--1 I A-P-PR_ov_ED_: _,!'-=-~~!_<.:r~-t:J=l.Jf=,.1... __ . PLANNING u-~-•~ I DATE . J. Concrete footings shall be 2,000 psi concrete at 28 days. K. Backfill shall be clean fill soil. DATE INITV\L ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CllY APPROVAL DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. C.T. 08-03 DRAWING NO. 475-2M SECTION 029D0 LANDSCAPING PART 1 -GENERAL 1.01 GENERAL CONDITIONS A. Drawings and General Provisions of Contract, including General and Supplementary conditions and Division 1 Specification sections apply to work of this section, and must be fully considered in connection therewith. 1.02 SCOPE A. The work includes all services, labor, materials, transportation and equipment necessary to perform the work indicated on the drawings and as specified herein and as required to complete properly the contract. B. Related Work: 1. Irrigation (Section 02480) 1.03 SUBMITTALS A. See requirements in General Conditions, and Section 01340. B. Contractor shall submit a typewritten list with specifications of all feasible materials. including soil amendments, fertilizers, plant materials, etc., with quantities of each. 1.04 DEFINITIONS OF TERMS A. "Planting Area" shall mean all areas to be seeded, sodded, planted with trees, shrubs, and/or groundcovers. 1.05 GUARANTEES AND REPLACEMENTS A. Plant Materials: Plants (15-gallon size and larger) shall be guaranteed to live and grow in healthy condition during the agreed upon 90 day maintenance period or until final acceptance (3.20 Part B). Plant material will continue to be guaranteed for one (1) year. B. Plant material smaller than 15-gallon size: Shall be guaranteed to live and grow in vigorous healthy upright condition for a minimum of one growing season after final acceptance of work (excluding seasonal color). C. Replacement: All plants not healthy and in vigorous growing condition as determined by the Landscape Architect shall be replaced immediately. Plants used for replacement shall be the same kind and size as specified in the plant list. They shall be furnished, planted and fertilized as originally specified at no costs to Owner. 1.06 VERIFICATION OF EXISTING CONDITIONS A. All scaled dimensions on the drawings are approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions, quantities, and grade elevations, and shall immediately Inform the Landscape Architect of any discrepancies. B. Prior to the excavation for planting or placing of plant materials, the Contractor shall verify the location of all underground utility lines and other improvements, and take proper precautions to avoid damage to such improvements. In the event of confiict between such improvements and plant locations, the Contractor shall notify the Landscape Architect, and arrangements will be mode for relocation as necessary, Failure to follow this procedure places upon the Contractor the responsibility for making any and all repairs for damage resulting from work as herein specified at his own expense. 1.07 PROTECTION OF EXISTING IMPROVEMENTS During the construction and maintenance period, the Contractor shall take every precaution to protect and avoid damage to sprinkler heads, irrigation lines, drainage lines, and all other underground facilities and all paving, structures, fixtures, and existing plantings. The Contractor shall be held responsible for any and all damage to such improvements and shall completely repair or replace the same at no cost to the Owner. 1.08 INSTRUCTIONS AND OBSERVATION A. All changes and deviations to the plans and specifications shall be confirmed In writing via the Landscape Architect. B. The Contractor shall be available on call to make a joint observation with the City Inspector and/or Landscape Architect. The Contractor shall have sufficient work personnel available during normal working hours to correct deficiencies immediately upon request of the Landscape Architect. Such repair or re-work services are to be performed without interference to regular project schedule. C. Plants shall be subject to approval by the Owner's Representative at the place of growth and/or upon delivery to the site for quality, size and variety. Such approval shall not impair the right of observation and rejection at the site during progress of work for size, condition of root ball, latent defects, or injuries. Rejected plants shall be removed Immediately from the site, unless otherwise approved by the Landscape Architect. D. Site observations herein specified shall be mode by the Landscape Architect. The Contractor shall notify the Landscape Architect of a site observation at least 48 hours in advance of on observation. An observation will be mode by the Landscape Architect during office working hours on each of the steps or conditions listed below. The Contractor or his authorized representative shall be on site at the time of each observation. The Contractor will not be permitted to initiate the succeeding step of work until he has received approval to proceed by the Landscape Architect. 1. Pre-Construction Meeting: Immediately prior to the commencement of work of this section, Contractor shall receive approval of materials and equipment to be used, and methods of installation. 2. Incorporation of soil conditioning and fertilizing into the soil: Soil tests performed by a pre-approved soil testing the laboratory shall be submitted and paid for by the Contractor for agricultural suitability and approved by the Landscape Architect end City Inspector once rough grading has been completed, and prior to installing any plant material. 3. Upon the completion of finish grading and mow curbs layout in the field, but prior to mow curb installation. 4. Approval of □II plant material quality. 5. Layout of plant material. * TESHIMA DESIGN GROUP I.ANDSCAPE ARClilTECTURE • LAND PLANNING 9903 BUSINF.SSPARK. AVR SlilTE 100 • SAN DIEGO, CA 92131 . J'HI (8:l!I @H824 FAX' (8:l!I WHl82 TOO JOB NO. 13--02 DATE= 9--11-13 5. Pre-maintenance observation: 1/ihen planting and all other indicated or specified work, except the Maintenance Period, has been completed. Acceptance and written approval shall establish beginning of the Maintenance Period. this is not a final observation or acceptance, and it does not relieve the Contractor from any of the responsibilities in the contract documents for this project. 7. Final site observation al the completion of the specified maintenance period. This observation shall establish the beginning date for the guarantee period. E. Acceptance: Upon completion of the Final Observation and the work of this section, the Contractor will be notified in writing (1) whether the work is acceptable and (2) of any requirements necessary for completion and acceptance. 1.09 SUSPENSION OF WORK A. The Landscape Architect shall recommend to the Owner any necessity to suspend the work wholly, or in part, for such period or periods as he may deem necessary due to unsuitable weather, or such other conditions as are considered unfavorable for the reasonable performance of the work, or for such time as is necessary due to the failure on the part of the Contractor to carry out orders given or to perform any or all provisions of the contract. B, If it should become necessary to stop work for an indefinite period, the Contractor shall store all materials in such a manner that they will not become an obstruction nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed. The Contractor shall cover all open excavations and shall provide suitable drainage by opening ditches, planting pits, etc., and erect temporary structures where necessary. C, Grading, soil preparation, and planting work shall be performed only during periods when beneficial and optimum results may be obtained. If the moisture content of the soil should reach a level that working it would destroy the soil structure, spreading, grading and tilling operations shall be suspended until the moisture content reaches acceptable levels and the desired results are attainable. 1.10 CERTIFICATIONS AND NOTICE OF DELIVERY OF MATERIAL A. The Landscape Landscape Architect shall be furnished with duplicate signed, legible copies of certificates and/or invoices stating the brand, grade, amount and quantity of each item for all soil, fertilizers, soil conditioners, plans and other materials. THE LANDSCAPE ARCHITECT MAY STOP WORK PROGRESS UNTIL CERTIFICATES ARE RECEIVED AND REVIEWED BY THE OWNER. B. The Contractor shall notify the Landscape Architect in advance when all materials are to be delivered and the manner of shipment, and shall furnish therewith an itemized list, in duplicate, of the actual quantity of material in each delivery, in order to ensure satisfactory coordination of delivery, and to expedite the required inspection at the point of delivery. The itemized list, in duplicate, for each delivery of plant material shall include invoices certifying that subject material has been inspected as required by the State Agricultural Code prior to acceptance or planting. Particular care, using approved equipment, shall be exercised to ensure safe loading, unloading, shipping and handling for all plantings from source to in-place locations indicated on the drawings. 1.11 PLANT MATERIALS A. Quantities for plant materials are shown per plan for convenience only and not guaranteed. Contractor shall check and verify count and supply sufficient number to fulfill intent of drawings. 1.12 INVOICE OF MATERIALS A. Upon delivery of materials and/or completion of all soil conditioning and grading, but prior to initiating planting operations, the Landscape Architect with the heretofore specified signed copies of required certificates, trip slips and invoices for soil preparation materials, shall invoice such material, comparing the total quantities of each material furnished against the total area to each operation. If the minimum rates of application have not been met, the Landscape Architect will require the distribution of additional quantities of these materials to fulfill the minimum requirements specified. B. After Installation of plant materials, but prior to the pre-maintenance site observation, the Landscape Architect, with the heretofore specified signed copies of the required certificates and related items, shall invoice such material, comparing the total area and/or the amounts specified. If the minimum amounts have not been furnished, the Landscape Architect will require the installation of additional materials to fulfill the minimum requirements specified. C. A sample of the soil amendments shall be delivered lo the Landscape Architect within 15 days after recording of the contract for submittal to a testing laboratory, along with specifications of each product. After soil amendments have been thoroughly mixed into the site, random samples of the mixed soil will be taken by the engineer and submitted to the soil laboratory for comparison to a control mix. Cost of the above testing by the soils laboratory shall be borne by the Contractor. 1.13 PROTECTION OF EXISTING TREES, SHRUBS AND VINES A. It is the intent of the project that certain areas of the existing plant materials shall be retained. Prior to the removal of any trees, the Contractor shall confer with the Landscape Architect to determine those plants that are to remain. B. All existing trees which are to remain in the project shall be tagged and identified by the Contractor prior to start of work. C. Contractor shall be responsible for all trees that are to remain in the project. Damage to a plant which results in death or permanent disfiguratlon shall result in the complete removal of the plant, including roots, from the site by the Contractor. The Contractor at his own expense shall replace the plant with one of equal value as established by the Landscape Architect or reimburse the Owner the cost of said replacement if a replacement cannot be obtained. The Landscape Architect shall be the sole Judge of the. condition of the plant. D. All existing trees that ore to remain shall be protected al all times from damage by men and equipment. All damage by the Contractor to existing plants shall be repaired at his expense by personnel approved by the Landscape Architect. E. The Contractor shall insure that no foreign material and/or liquid, such as paint, concrete, cement, oil, turpentine, acid or the like, be deposited or allowed to be deposited on any soil within the dripline (the outside edge of foliage overhand) of any tree or shrub or within 5' of the trunk of a vine. Should any such poisoning of the soil occur, the Contractor shall remove said soil as directed by the Landscape Architect and replace it with acceptable soil at no expense to the Owner. F. Excavation adjacent to existing trees and shrubs: Where it is necessary to excavate in close proximity to existing trees and shrubs, all possible caution shall be exercised to avoid injury to roots and trunk. Excavation close to trees shall be by hand, tunneling under roots 2" and larger in diameter. Cutting of roots 2" and larger shall be only on the approval of the Landscape Architect. Paint cut roots within 24 hours of initial damage with approved pruning paint. 1/ihen this is not possible, keep the side of excavation adjacent to tree shaded with moist burlap or canvas. PART 2 -PRODUCTS 2.01 QUALITY A. All materials shall be of standard, approved, and first grade quality and shall be in prime condition when installed and accepted. All commercially processed and/or packaged materials shall be delivered to the site in the original unopened containers bearing the manufacturer's guaranteed analysis. 2.02 SOIL AMENDMENT AND FERTILIZER SHALL BE FOR BIDDING PURPOSES ONLY Specific soil test shall be conducted ofter grading operation has taken place. • Shall be a wood residual nroduct derived from shavinns of nitrofied white fir and/or red fir. Amendment shall upon analysis contain at least 1.0% nitrogen (on a dry weight basis) with on ash content not lo exceed 15%, A commercial grade product shall be used. Contractor shall supply Landscape Architect or his appointed representative with a sample of the proposed amendment accompanied by a laboratory analysis from an approved laboratory illustrating degree of compliance. Guarantee = wt/cu/yd. = 460# -720#. Ammoniac nitrogen = 1.0%. pH (less than 5.8). Salinity (total soluble salts = 3.0 MMHO). Density = 20# cu.ft. Properties = (gradation sieve size) -No. 6 -95% minimum passing; No. 8-80% minimum passing; No. 35 -30% minimum passing. Wetability -to be in compliance with standards as per American Society of Agronomy B. Agricultural Grade Gypsum -Shall be a (Ca S04 -H20) calcium sulfate product -94.3%. 90% shall pass a 50 mesh screen. Chemical reaction will remove Sodium attached to soil particles. Gypsum also loosens heavy clay soils through electro-chemical action. Control of dust during application is mandatory. Shall be U.S. Gypsum, Delmar, Sof'N'Soil, or Bandin!, if not available, shall be equal to. C. Sulfur (Soil) -Shall be elemental sulfur (99.5%) commercially prepared so that 46.9% passes a 50 mesh screen. Shall be Wil-Gro, Union Chemicals or Baker Industries, if not available, shall be equal lo. D. Iron Sulfate -Iron shall be expressed as metallic -derived from sulfate -deep green (Fe S04 H20). A minimum analysis of 20.0% and 98.3% retained on a 10 mesh screen. Shall be WIison & Geo. Meyer, Wil-Gro, or Bandin!. If not available, shall be equal to. E. Pre-plant or starter fertilizer shall be a commercial grade flowable fertilizer with-1 % nitrogen, 10% phosphorous pentioxide and 10% potassium sulfate. No Potassium Chloride is to be used. Organic nitrogen shall be from Cottonseed Meal and Urea. Phosphate available from superphosphate and Cottonseed Meal. Potash from sulfate of Potash and Cottonseed Meal. Screen analysis: % retained on slacked screen-approximately 8-mesh 24.2%; 20-mesh 75.2%; 48 -mesh 0.2%. Available percentage weight of plant food: Nitrogen Phosphoric acid Potash Shall be Wil-Gro, Bandini or Kellogg. 1.0% min. 10.0% min. 10.0% min. If not available, shall be equal to. F. Post Plant Fertilizer (Maintenance): Fertilizer (commercial) shall be a combination of natural organic and inorganic granular fertilizers, free-flowing, suitable for application with approved equipment and shall contain the following minimum available percentages by weight of plant food: Nitrogen Ammoniac Sulfate Remainder of Nitrogen 1.25% Water Insoluble Phosphoric acid Potash Iron Zinc Manganese Calcium 14.0% min. 4.0% min. 8. 75% Water Soluble 7.0% min. 3.0% min. 2.0% 0.15% 0.15% 2.0% Organic Nitrogen is derived from Urea and Cottonseed Meal. Phosphate from Superphosphote and Cottonseed Meal. Potash from Sulfate of Potash and Cottonseed Meal. No Potassium Chloride is to be used. Sulfur from Sulfate of Ammonia. Calcium from Superphosphate, Iron from Ferrous Sulfate and mixed Sulfides. Zinc and Manganese are expressed as metallic and in their elemental form. Screen analysis: (% retained) -approximately: 4 mesh = 1.3%; 8 mesh = 24.2%; 20 mesh = 74.0%; and 48 mesh 0.05%. Shall be Wil-Gro Fairway, Bandin!, or Kellogg. If not available, shall be equal to, G. Planting tablets shall be tightly compressed chip type commercial grade planting tablets, of varying sizes with the following available percentages by weight of plant food: Nitrogen Phosphoric acid Potash Shall be Agriform or Gro-Power. If not available, shall be equal to. 20.0% min. 10.0% min. 5.0% min. WEED ABATEMENT PROGRAM Ingredients 1. 50% Scythe 2. 50% Glyphosate (Roundup) Preparation: Fill the spray tank with the required amount of water, then add above mixture. Agitate thoroughly at mixing and re-agitate occasionally during use. Rates: Above mixture may be used at rates from 3% to 10% volume to volume in water. Use the lower rates for tank mixing with glyphosate and medium rates when applying alone to weeds less than 6 inches in height. Apply above mixture at the higher rates for weeds greater than 6 inches in height. Application: Use a backpack or handheld sprayer or a conventional spray rig. Be sure to thoroughly cover all of the target plants' foliage. Timing: For fastest kill, apply on a warm, sunny, day, Do not apply during windy conditions that could carry spray to desirable vegetation in nearby locations. 2.D3 PLANTING BACKFILL FOR TREES AND SHRUBS A. Rate of application Is for bidding purposes only. Soil test may reduce or increase total soil yardage amendment and chemical additives. Planting backfill shall be a thoroughly blended mixture of topsoil and soil amendments at the following mixtures: Soil Amendment1/2 c.y. Stock Piled site soil 1 /2 c.y. Gypsums lbs. per /cu/yd. of mix Sulfur (soil)1 lbs. per /cu/yd. of mix Iron Sulfote1 lbs. per/cu/yd. of mix Pre-Plant (1-10-10) 3 lbs. per/cu/yd. of mix (also see 3.04 Exterior Planter Backfill). 2.04 PLANT MATERIALS A. Nomenclature: Scientific and common names of plants herein specified shall conform with the approved names given in "a checklist of Woody Ornamental Plants of California," published by the University of California, College of Agriculture, Manual 32 (1963). See list of plant material on drawings, B. Labeling: Each group of plant materials delivered on site shall be clearly labeled as to species and variety. However, final determination of plant species and variety will be made by the Landscape Architect and whose decision will be final. All patented plants (cultlvar) required by the plant list shall be delivered with a proper plant patent attached. C. Quality and Size; All plants shall be vigorous, of normal growth, free from diseases, insects, insect eggs, and/or exceed the measurements specified. D. Container Stock: Shall have grown in containers for at least six months, but not over two years. No container plants that have cracked or broken balls of earth when taken from the container shall be planted, except upon special approval. No trees with damaged roots or broken balls shall be planted. E. Pruning: At no time shall the plant materials be pruned, trimmed or topped prior to delivery, delivery and any alteration on the site of their shape shall be conducted only with the approval and in the presence of the Landscape Architect. F. Inspection of Plant Materials: Required by City, County or State authorities, shall be a responsibility of the Contractor, and when necessary he shall have secured permits or certificates prior to delivery of plants at site. G. On-Site Inspection of Plant Materials: Plants shall be subject to inspection and approval or rejection at the project site at any time before or during progress of work for size, variety, condition, latent defects and injuries. Rejected plants shall be removed from the project site immediately. H. Rejection and Substitution: All plants not conforming to the requirements herein specified shall be considered defective, and such plants, whether in place or not, shall be marked as rejected and be immediately removed from the site of the work and replaced with acceptable plant materials. The plant materials shall meet all applicable inspections required by law. All plants shall be the species, variety, size, age, flower color and condition as specified herein and/or as indicated on the drawings. Under no condition will there be any substitution of plant species, variety, or reduced size for those listed on the accompanying drawings, except with express written consent of the Landscape Architect. I. Ri~ht to Changes: The Landscape Architect reserves the right to change the species, variety and/or sizes of plant material to be furnished, provided that the cost of such plant changes does not exceed the cost of plants in the original bid. The Contractor shall be notified and confirmed In writing prior to sixty (60) days before the planting operation has commenced. Changes in the size and/or variety of any plant to be furnished which involves a reduction or addition in cost shall be adjusted in the contract cost. J. Root Condition: The Landscape Architect reserves the right to inspect root condition of any species, particularly those grown from seed, and if found defective, to reject the plants represented by the defective sample. K. Protection: All plants at all times shall be handled and stored so that they are adequately protected from drying out, from wind burn, and from oil other injury. All plants determined by \he Owner's representative to be wilted, burned, or dried out, may be rejected, and removed from the site. The Contractor's on-site plant storage area shall be approved by the Owner's representative prior to the delivery of any plant materials. L. Shrub and Tree Samples: Typical samples, three each of all varieties and sizes (shrubs 5 gallon and under, trees 15 gallon and under) of all plant materials shall be submitted for inspection approval a\ the site a minimum of fifteen days prior to planting operations. Approved samples shall remain on the site and shall be maintained by the Contractor as standards of comparison for plant materials to be furnished. Samples will be incorporated into the work. APPROVED FOR PLANTING IRRIGATION ONLY. AND INCLUDING PRECISE LOCATION AREAS. OF PLANTING "AS BUILT" P.E. REVIEWED BY: INSPECTOR DATE DATE ~ CITY OF CARLSBAD ~ 1-----+--+------------------lf-----+--+---+---I ~ PLANNING DIVISION U1J ;:::::::=:.'.:::::::========='...::::=~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PLANT/NC SPECIFICATIONS FOR: LA COSTA TOWN SQUARE 63 RESIDENTIAL MODEL LOTS !8-20 APPROVED: PLANNING DWN BY: PROJECT NO. CHKD BY; __ _ RVWD BY: C. T. 08-03 ll-,~13 DATE DRAWING NO. 475-2M M. Specimen Tree Selection: 1. One sample each of each tree variety and size, as called out on drawings, 24" box and larger shall be delivered to the project site for approval prior to installation. 2. The Contractor shall immediately remove any trees not approved. 3. The Contractor at his option and at his expense, can retain the services of the Landscape Architect to review trees 24" box size or larger tagged at \he nursery and/or at Its place af growth. 2.05 GROUNDCOVER A. Groundcover plants shall be healthy, vigorous rooted cuttings grown in flats. 2.06 PLANTER MULCH A. Planter mulch shall be Sierra Walk-On Bark Mulch as manuf. by Sierra Forest products phone (209) 535-1502, or approved equal. Contractor shall provide samples to owner and City Inspector for approval prior to bulk delivery to job site. 2.07 STAKING MATERIAL A. Tree guy wires shall be of pliable, zinc-coated steel minimum gauge No. 12 and anchor to appropriate dead man. Wire loops at branches shall be covered by 2-ply reinforced rubber 1/4" in diameter. Guy wires shall be flagged with 1/B-inch diameter x 4"-0" length surgical tubing. 2.B ROOT BARRIER A. Root barrier shall be a multi-year root control system consisting of herbicidal time-released nodules permanently attached to a permeable geotextile fabric which will inhibit plant root encroachment. Active lngredient:Trifiuralin (a,a,a -Trifluro-2,6-Dinitro -N,N -Dipropyl -P -Toluidine)17.1% Inert lngredients82.9% Sholl be Bio-Barrier -No Known Equal. 2.9 PRE-EMERGENT HERBICIDE A. Pre-Emergent herbicide shall be as determined by the Contractor. 2.10 WEED CONTACT HERBICIDE A. Weed contact herbicide shall be as determined by the Contractor. 2.11 LAWN A. All lawn areas shall be sodded with Marathon Ill Dwarf Fescue blend. PART 3 -EXECUTION 3.01 INSPECTION A. Examine proposed planting areas and conditions of installation. Do not start planting work until unsatisfactory conditions are corrected. 3.02 PREPARATION A. General: The areas to receive trees, shrubs and groundcover plantings and their respective requirements for imported topsoil, fertilizing , soil conditioning, and other treatment shall be as defined on the drawings. Equipment necessary for preparation of the ground surface and for handling and placing all required material shall be on hand in good working condition. Work shall be performed only during periods when beneficial results can be obtained. 8. Clearing and Grubbing: Prior to ripping and tillage operations, all vegetation in the area to be planted shall be grubbed, raked, and cleared from the site. The ground surface shall be c!e□red of all mat7riol ~hich hos □?cumulated during cons_truction and all material which might hinder proper grading, tillage, planting and subsequent maintenance operation. All grubbed materials and debris shall be lawfully disposed of off the site by the Contractor at his cost. C. Obst:uction Below Ground: All subsurface rocks over 2" in diameter and other underground obstr_uct1ons sh?II be removed to the depth necessary to permit proper fine grading, tilling, or planting according to plans and specifications. All abandoned utility lines uncovered or severed shall be cut below grade and capped or plugged with concrete. Explosives shall not be used for removal. When the location of utility lines is shown on the plans or has been made known to the Contractor, all damage to these lines shall be repaired by the Contractor in a manner approved by the Landscape Architect and affected utility. D. Deep Rippin~: All areas (including slopes) to receive groundcover, shrubs, and hydroseeding shall be deep ripped and loosened to a depth of twelve (12) inches in all directions. 3.03 SOIL AMENDMENTS, FERTILIZING AND ROTOTILLING A. Rate of application is for biddin\l purposes only. Soil test may reduce or increase total soil amendment yardage. Adjustments (plus or minus) may be necessary. Contractor shall obtain at least two soil tests of rough grade at site and submit results to the Landscape Architect for interpretation and recommendation. 8. After the areas have been deep ripped, the following rates of soil amendment materials shall b.e ':venly spread □",'':r all pl~n~ing areas and shall ~e thoroughly scarified to an average depth of six inches by rotot1llmg a minimum of two alternating passes. Amendment must be intimately blended with soil. Soil amendment: 6 cubic yards per 1,000 sq. ft. to a depth of 8". Gypsum: 120 lbs. per 1,000 sq. ft. Soil Sulfur:10 lbs. per 1,000 sq. ft. Iron Sulfate: 10 lbs. per 1,000 sq. ft. Fertilizer (commercial) 1-10-10 shall be applied at the rate of 3D pounds per thousand square feet and scarified into the top two inches of finish grade. Fertilizer shall be applied after leaching operation. C. The thoroughness and completeness of the rototilling and incorporation of the soil amendments shall be acceptable to the Landscape Architect. Slopes 2: 1 and steeper or as per the drawings omit soil conditioner application and tilling. D. Deep Water Leaching and Soll Testing: Deep water leaching shall be competed as recommended by a certified ogronimic laboratory. The following process for deep water leaching is for bidding purposes only. Item number three (3.) shall be performed as stated below. 1. After the tilling operation, the area shall be deep water leached three (3) times over a five (5) day period. Apply 1/2" water ot each application. Wait one (1) day between applications. 2. One day after final application of water, the soil shall be tested for content of soluble salts (electrical conductivity E.C.). Landscape Architect and Contractor shall take several soil samples and deliver the samples to a laboratory for testing of soluble salts. E.C. test reading shall not be above 2.0, the soil amending, tilling and deep watering procedure shall be repeated until test readings are not above 2.0 3. If soil test reading for a particular area tested is above 2.0, the soil amending, tilling and deep watering procedure shall be repeated until test readings are not above 2.0 E. Care shall be taken that the rate of application of water does not cause erosion or sloughing of soils. F. All depressions, voids, erosion scars and settled trenches be filled with amended soil and brought to finish grade. • TESHIMA DFSIGN GROUP IANDSCAPB ARCHITBCTIJRB • IAND PI.ANNJNG 9903 BUSlNESSPARK AVE. SUITE 10() • SAN DIEGO, CA 92131 PH• <siD @)-111124 FAX! <siD @HIS! TOO JOB NO. 13-02 DATE: 9-Jl-13 G. Apply Naiad Wetting Agent, Sarvon or equal 4 oz. per 1,000 s.f. at the first spray of soil amendments. 3.04 EXTERIOR PLANTER BACKFILL A. Backfill for exterior planters: Shall be as specified in Section 2.04. Prior ta backfilling Planter, Contractor shall install "Monolink Irrigation System" per manufacturer's specifications. 3.05 FINISH GRADING A. Finish grades shall be as indicated on civil plan. 8. Finish grades shall be measured after the ground has been watered-in and mechanically compacted and settled. The final grade shall be within plus or minus 0.1 foot of the spot elevations and grade lines indicated on the Civil drawing. C. Ease top and toe of all existing slopes. D. All undulations a~d irregularities in the planting surfaces resulting from tillage, rototilling and all other operations shall be leveled and floated out before planting operations are initiated. • E.. Th~ Co0tractor shall take every prec□~~i?n to ~rotect and avoid damage to sprinkler heads, 1rngat1on Imes, and other underground ut11it1es during his grading and conditioning operations. F. Final . fi~ish grades shall insure positive drainage of the site with □II surface drainage away from buildings, walls, over mow curbs, and toward roadways, drains and catch basins. G. Final grades shall be acceptable to the Landscape Architect before planting operations will be allowed to begin. H. Planting surfaces shall be graded with no less than 2 percent surface slope for positive drainage. I. All rock and debris shall be removed from planting areas and then from the site in accordance with the following criteria, 1 • dia. in lawn. areas, 2" dia. in shrub area, 211 dia. in h ydroseed areas. J. Finish grade shall be 2" below finish paving surface in shrub areas. 3.06 PLANTING INSTALLATION A. Timing: Actual planting shall be performed during those periods when weather and soil conditions are suitable and in accordance with locally acceptable practice. B: La~out of Trees: All trees(24" box size and l □rger)shall be placed in the landscape per the direction of the Landscape Architect prior ta installation of irrigation system. The trees shall then be moved so that planting holes can be excavated and amended. The trees shall then be installed in their respective hoes and positioned in the holes per direction of the Landscape Architect. C. Layout Planting: Locations shall be approved by the Landscape Architect. All container plants •~all be set by the Contra_ctor in their final location in their respective containers prior to d1gg1ng holes and/or planting. All plant locations shall be checked for possible interference with existing underground utility lines. D. Backfill for Trees and Shrubs: Shall be as specified in section 2.03. If artificial drainage is requested, then drains shall be installed first, \hen backfilled with soil. E. Disposal of Excess Soll and Debris: All excess excavated subsoil rocks and debris shall be legally disposed of off the site by the Contractor at his cost or' utilized on the site as directed by and at the option of \he Landscape Architect. 3.07 PLANTING TREES, SHRUBS AND VINES A. Soil moisture level prior to planting shall be no less than horticulturally acceptable. The Cont~acta~ shall request app~oval of moisture, and if found to be insufficient for planting, the plant1n_g pits shall be filled with water and allowed to drain before starting any planting operations. 8. All excavated holes shall have vertical sides with roughened surfaces ond shall be of the minimum sizes indicated on drawings. Holes shall be in all cases large enough to permit handling and planting without injury or breakage of root balls or roots. C. Excavation shall include the stripping and stocking of oil acceptable soil encountered within the areas to be excavated for plant pits and planting beds. Protect all areas that are to be trucked over and upon which soil is to be temporarily stacked pending its re-use for the filling of holes, pits and beds. D. Plants shall be removed from containers in such a manner that the ball of earth surrounding the roots is not broken, and they shall be planted and watered immediately after the removal from the containers. E. The plants shall be planted at approved locations with the heretofore specified amendments and soil planting backfill. F. Backfill shall be placed at the bottom of each hole and thoroughly watered and compacted to a depth so \hat when a plant is placed in the hole, its root crown is slightly above the established final grade, and unless otherwise noted shall be raised or replaced as directed by the Landscape Architect. G. Planting tablets shall be placed in each planting hale at the following rates and per the manufacturer's recommendations.; 1 -5 gram tablet per individual liner and flat size plant. 1 -21 gram tablet per gallon container. 3 -21 gram tablets per 5 gallon container. 4 -21 gram tablet per 15 gallon container. 1 -21 gram tablet per each 4 inch box size. Random testing to verify planting tablet installation shall be conducted by the Landscape Architect. H. No plant will be accepted if the rootball is broken or cracked, either before, during, or after the process of installation. I. All plants shall be thoroughly watered to the full depth of each planting hole immediately after planting. J. Guying: All trees and other plants indicated on the plans shall be guyed as detailed. K. The Contractor shall be responsible for all surface and subsurface drainage required which may affect his guarantee of the trees, shrubs and vines, L. P:uning after planting shall be required on all trees, shrubs, and vines when necessary to provide the specified or approved standard shapes, form and/or sizes characteristic to each plant. Pruning may include thinning, topping, and/or cutting and shall be under the direction of the Landscape Architect. Cuts over 3/4-inch in diameter shall be painted with an approved tree seal ant. M. All trees 24" box and larger shall be spotted. 3.0B PLANTING GROUNDCOVER A. Groundcovers shall be planted in the areas indicated on the plans and shall be free of surface rock over 2" in diameter and debris. 8. If the top four (4) inches of soil in the area to be planted in groundcover is not sufficiently moist (horticulturally acceptable standards), the area shall be thoroughly irrigated and no less than twelve hours shall pass before planting. C. Groundcover plants shall be grown in flats. Variety indicated on the plant list. Flat grown plants (rooted cuttings) shall remain in those flats until transplanting. The flats soil shall contain sufficient moisture so that it will not fall apart when lifting the plants. Plants shall be protected at all times to prevent drying of the root ball. D. Groundcovers shall be planted in staggered, random rows and evenly spaced unless otherwise noted and at intervals called out in the drawings. E. The size of planting excavation for groundcover shall be at least twice the depth of the root ball. F. Each plant shall be planted in a manner that will ensure minimum disturbance of the root system, but in no case shall \his depth be less than two nodes. Each groundcover plant shall be planted with one 5 gram planting tablet incorporated into the root zone. Planting area shall be_ hand-smoothed after planting to provide an even and smooth final finished grade. To avoid drying. out gro~ndcover,. P!ant.s must be irrigated after p!ant,ing. This may be done manually or by using the installed 1rngat1on system. Repeated applications may be required, especially on a sloping site, This initial irrigation shall continue until a zone at least twice the depth of each hole is thoroughly moistened. 3.09 POST FERTILIZATION A. Trees -Post fertilization shall occur at 100 day intervals after planting. Bore holes around dripline (various depths) and apply fertilizer at the rate of 1 lb. per 1" caliper in holes. Fertilizer shall be Wil-Gro14-7-3, Fairway, Bandin I, or Kellogg. If not available, shall be equal to . 8. Shrubs -Post fertilization shall occur 60 days ofter planting and apply fertilizer at the rate of 1 teaspoon per each 1 gallon plant and 1 tablespoon per 5 gallon plant. Fertilizer shall be (14-7-3) Wil-Gro, Fairway, Bandin!, or Kellogg. If not available, shall be equal to. C. ~:oundcover and lawn areas -Post fertil.i~ation shall occur 60 days ofter planting and apply fert1l12er at the rate of 7 lb./1,000 s.f. Fert1l12er shall be (14-7-3) Wil-Gro, Fairway, Bandin!, or Kellogg. If not available, shall be equal to. D. All planted areas shall receive Sorvon, Naiad Wetting Agent or approved equal, 4 oz. per 1,000 s.f. 45 days after the start of the maintenance period. 3.10 GENERAL MAINTENANCE AND ESTABLISHMENT PERIOD A. General: Maintenance operations shall begin immediately after each plant is planted and shall be kept in a healthy, growing condition by watering, fertilizing, pruning, spraying, weeding and all ?\her necessary operations of maintenance. All areas shall be kept free of weeds and noxious grosses and clean and free of rocks, clods, and debris. All paving and walks shall be kept clear, clean and washed down. 8. Establishment Period: Trees, Shrubs, Vines and Ground Covers -The establishment period shall begin on the date that the Landscape Architect inspects ond gives written provisional acceptance of the work and shall be ninety (90) calendar days. The establishment period may be extended or shortened at the discretion of the Landscape Architect. C. M_aintenonce Operations: Plants shall be kept in a healthy, growing condition by watering. pruning, mowi0g, resee:iing, rolling, resodding. trimming, edging, fertilizing, restaking, pest control, spraying, weeding and all other necessary operations of maintenance. Planting beds shall be kept free of weeds, grass and other undesired vegetative growth, and lawn areas shall be kept free from all weeds. During the specified maintenance period, all plants that are dead or severely distressed shall be replaced immediately. All seasonal color, annuals or perennials shall be maintained in a vigorous, healthy condition through the maintenance period. D. Extended Maintenance: When, in the opinion of the Landscape Architect, there is improper maintenance, poor or unhealthy condition of plant materials, \he Contractor shall be responsible for additional maintenance of the work □\ no additional cost to the contract until □II \he work is acceptable. E. Protection: The .Contractor shall be resp_onsible !or providing adequate protection of all planting areas against traffic or other use by erecting fencing or other acceptable means immediately after the planting is completed. Warning signs and barricades shall be placed in various high- traffic areas. Damaged areas shall be repaired immediately by the Contractor. F. Weeding and Cultivating: All tree, shrub, groundcover and hydroseeded areas shall be kept free of debris and weeds. Groundcover and shrub areas shall be cultivated at intervals of not more than fourteen (14) days minimum. G. Replacement: During the maintenance period, plants which die or which are in an unhealthy or badly impaired condition shall be replaced by the Contractor within fourteen (14) days after unsatisfactory condition Is evident. No replacement of plantings shall be made in any season defin.itely u~favorable fa: planting. At the conclusion of the maintenance period, the Landscape Architect will make an inspection of the work to determine the condition of all plants. All unhealthy plants shall be removed from the site and replaced with plants of the same kinds and sizes as originally specified. Such replacement shall be made in the same manner as specified for the original planting and at no extra cost to the Owner. H. Acceptance: At the conclusion of the maintenance period, an inspection shall be made by the Landscape Architect, upon written notice requesting inspection before acceptance. Maintenance period shall continue until all deficiencies are corrected. • •• APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" P.E. DATE REVIEWED BY: INSPECTOR DATE t----+---+--------+----+---1----1-----1 ~3 CITY OF CARLSBAD ~ :::~==:::...::===:::::P:::U.:::::N:::N:::IN:::::G:::::::::D:::::IV::::IS::::10::::N:::::::===~::::::::::::::3::::: DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL PLANTING SPECIFICATIONS FOR: LA COSTA TOWN SQUARE 63 R£S/O£NTIAL MODEL LOTS !8-20 PLANNING . OWN BY: PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: C. T. 08-0.J 475-2M