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HomeMy WebLinkAboutDWG 493-5L; SDP 16-09; IONIS FITNESS CENTER; 01-14SYMBOLS/ ABBREVIATIONS LEGEND GENERAL IONIS FITNESS CENTER © NORTH ARROW PROPERTY LINE CENTER LINE 2855 GAZELLE COURT, CARLSBAD, CA 92010 'E ------------------- 'ic ........................ -················· ... . --, \ I I X DETAIL NUMBER SHEET NUMBER CONSTRUCTION/ LAYOUT DETAIL NUMBER SHEET NUMBER DETAIL ~ NUMBER X SHEET NUMBER DETAIL NUMBER SHEET NUMBER __ .f:?E:f!l~I_ I:,£',,!. Q\:!!. _LIL_ FACE OF 6LDC:1. ~ FOUNDATION IRRIGATION ALIGN n + .,---CONTROLLER .,----STATION r---:;,L,c NUMBER Al ROTORS 21 1,e,• STATION HEAD TYPE "----VALVE SIZE VALVE '-----DISCHARGE (GPM) "----LEADER POINTS TO VALVE SYMBOL PLANTING QUANTITY ON PAGE · / SPECIES/ / VARIETY 4 PIN TOR KEY NOTE CALLOUT PLAN ENLARGEMENT CALLOUT GENERAL CALLOUT SECTION CALLOUT ELEVATION CALLOUT BEGINNING DIMENSIONING POINT ALIGN ITEMS CENTER POINT VALVE CALLOUT KEY 48" BOX STD PLANTING CALLOUT KEY REVISION DI ~ ADDITIONAL NOTES · SIZE ill DELTA REVISION RT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS Bf ORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA GENERAL NOTES 1. THESE DOCUMENTS AND COPIES THEREOF ARE LEGAL INSTRUMENTS OF SERVICE FOR USE BY THE OWNER AND AUTHORIZED AGENTS FOR THE DESIGNATED PROPERTY ONLY. 2. ALL TRADES SHALL BE RESPONSIBLE FOR KNOWLEDGE OF RELATIVE INFORMATION CONTAINED IN THESE DOCUMENTS AND THE CONDITIONS UNDER WHICH THEY WILL BE EXPECTED TO PERFORM. 3. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR COMMENCEMENT OF CONSTRUCTION AND VERIFY ALL EXISTING CONDITIONS SHOWN ON THESE DRAWINGS AND PERTINENT TO THE WORK DESCRIBED HEREIN. 4. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY SHOULD ANY CONDITION ARISE WHERE THE INTENT OF THE DRAWINGS IS IN DOUBT OR THERE IS A DISCREPANCY BETWEEN THE CONSTRUCTION DOCUMENTS AND THE FIELD CONDITIONS. PROJECT INFORMATION OWNER BIOMED REAL TY 17190 BERNARDO CENTER DRIVE SAN DIEGO, CA 92128 TEL: 858.485.9840 SITE ADDRESS 2855 GAZELLE COURT CARLSBAD, CA 92010 5. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT BUILDING CODES AND ALL LAWS AND ORDINANCES OF THE GOVERNING AGENCIES. 6. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS WITH THE LANDSCAPE ARCHITECT. 7. ANY DISCREPANCY BETWEEN THE VARIOUS DRAWINGS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR CLARIFICATION. 8. THE CONTRACTOR SHALL VERIFY CONSTUCTION ACCESS, STAGING, EQUIPMENT AND VEHICLE PARKING AND WORKER BREAK AREA LOCATIONS WITH THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING THE WORK. 9. THE CONTRACTOR SHALL KEEP AN UP-TO-DATE RECORD SET OF "AS-BUil T" DRAWINGS FOR THE FINAL CONSTRUCTION DIMENSIONING LOCATIONS OF ABOVE AND BELOW GROUND SITE FEATURES. LEGAL DESCRIPTION LOT 14 OF CARSLBAD TRACT NO. 97-13-02 ACCORDING TO MAP THEREOF NO. 15505 TOGETHER WITH A PORTION OF LOT 'B' OF RANCHO AGUA HEDIONDA ACCORDING TO MAP THEREOF NO. 823 IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA 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. LA NERI LANDSCAPE ARCHITECTURE 928 HORNBLE:ND SrREE.T, SUITE: # 3 SAN DIEGO, CA 921 09 858/274•3222 WWW.NERILA.COM Expiration 1 1 Dote: 6 30 ~7 10. THE CONTRACTOR SHALL REQUEST APPROVAL IN WRITING FROM THE LANDSCAPE ARCHITECT FOR ALL PROPOSED SUBSTITUTIONS TO CONTRACT ITEMS. 11. THE CONTRACTOR SHALL OBTAIN A PERMIT FOR TRENCHES AND EXCAVATIONS FROM THE STATE DIVISION OF INDUSTRIAL SAFETY, WHEN REQUIRED. 12. ALL ITEMS TO BE REMOVED AND RELOCATED OR REPLACED SHALL BE HANDLED WITH PROPER CARE AND STORED IN A SAFE PLACE TO PREVENT DAMAGE. DAMAGED ITEMS SHOWN TO BE SALVAGED SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 13. THE CONTRACTOR SHALL KEEP ALL TRASH, MATERIALS AND EQUIPMENT INSIDE THE WORK AREA AND AWAY FROM WALKWAYS AND ROADWAYS. N: XCAVATING, VERIFY THE LOCATION OF 14. CAUTIO BEFORE E UNDERGR DAYS PRIO REQUEST OUND UTILITIES. AT LEAST TWO (2) WORKING R TO EXCAVATION, THE CONTRACTOR SHALL MARK OUT OF UNDERGROUND UTILITIES. DEVELOPERS NAME: BIOMED REALTY ADDRESS: 17190 BERNARDO CENTER DRIVE SAN DIEGO, CA 92128 TELEPHONE: 858.485.9840 DATE PLAN PREPARED: 07 l'.'.051'.'.16 BY: NERI LANDSCAPE ARCHITECTURE DRAWING INDEX 1 TS -TITLE SHEET 2 L 1.0 -LANDSCAPE DEMOLITION PLAN 3 L 2.0 -LANDSCAPE CONSTRUCTION PLAN 4 L 2.1 -LANDSCAPE CONSTRUCTION DETAILS 5 L 2.2 -LANDSCAPE CONSTRUCTION DETAILS 6 RW TS -RECLAIMED WATER TITLE SHEET 7 L 3.0 -LANDSCAPE IRRIGATION PLAN 8 L3.1 -LANDSCAPE IRRIGATION EQUIPMENT SCHEDULE, HYDROZONE MAP & CALCULATIONS 9 L3.2 -LANDSCAPE IRRIGATION DETAILS 10 L3.3-LANDSCAPE IRRIGATION DETAILS 11 L3.4 -LANDSCAPE IRRIGATION WATERING SCHEDULE & MAINTENANCE GUIDELINES 12 L4.0 -LANDSCAPE PLANTING PLAN 13 L4.1 -LANDSCAPE SCHEDULE & NOTES 14 L4.2 -LANDSCAPE PLANTING MAINTENANCE GUIDELINES THE FINAL AS-BUil T PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL MYLARS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO PLANNING DEPARTMENT SIGNING THE PERMIT CARD. ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT: HTTP://WWW.CARLSBADCA.GOV/SERVICES/DEPARTMENTS/WATER/DOCUMENTS/ RECYCLEDWATER BACKFLOWTESTERLIST.PDF FOR RECYCLED OR HTTP://WWW.CARLSBADCA.GOV/SERVICES/DEPARTMENTS/WATER/DOCUMENTS/WATER BACKFLOWTESTERLIST.PDF FOR POTABLE OR CALL 438-2722 INSPECTION PROCEDURES INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE s·cHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHTECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM" EMAIL TO: mikeelliott2@cox.net. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST PHONE LINE 760-602-4602. 100 .. 1 ___ i© DECLARATION I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR THE PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE CITY OF OCEANSIDE PACIFIC OCEAN ,. CITY or ENCINITAS CITY OF VISTA I "' VICINITY MAP I / I I ' I ' ' ! ! ,, i i i , I I ' ' \ \ CARLSIAD OAKS NORTH ., ( . ~ ,;i/X! ,-.. \ I ,,-'\ \ BUSINESS PARK ,,//:' -. ~~ FJ.RADJ.Y AvttfUE·:~~----~-"-~~~:: -~/ LOCATION MAP APPROVED FOR IRRIGATION AND TS PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. PLANTING ONLY, INCLUDING PRECISE BY: JIMNERI >~~-LOCATION OF PLANTING AREA "AS BUil T" DATE: 08-02-2016 RLA 3321 06-30-17 LICENSE NO. EXP. DATE TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 14 1 PLANNING DIVISION SHEETS LANDSCAPE TITLE SHEET FOR: IONIS FITNESS CENTER APPROVED Pt,, j(}, I, {.-. ~J\--011' "f. I • f '-" PLANNING DATE DATE INITIAL DATE INITIAL DATE DRWN BY: OH PROJECT NO. DRAWING NO. INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHCKD BY: JN SDP 16-09 493-5L / 10 20 / / / DI ----- RT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU D1G UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA LA NERI LANDSCAPE A.RCHITECTURE 928 HORN13C.END STREET, sumo: #: 3 SAN DIEGO, CA 92109 858/274-3222 WWW.NERILA.CDM Explrotlon Date: 6 /30 /17 CAUTION: KEY NOTES 0 LIMIT OF WORK 0 DEMOLISH AND REMOVE EXISTING TREES AND ROOTS (TYP. SYM). <s> REMOVE (3) EXISTING PARKING LIGHT POST AND STORE IN A PROTECTED LOCATION ON SITE UNTIL REINSTALLING PER CONSTRUCTION PLAN. PORTION OF EXISTING CURB TO REMAIN -PROTECT IN PLACE SEE CIVIL DRAWINGS. GENERAL NOTES 1. THESE DOCUMENTS AND COPIES THEREOF ARE LEGAL INSTRUMENTS OF SERVICE FOR USE BY THE OWNER AND AUTHORIZED AGENTS FOR THE DESIGNATED PROPERTY ONLY. 2. ALL TRADES SHALL BE RESPONSIBLE FOR KNOWLEDGE OF RELATIVE INFORMATION CONTAINED IN THESE DOCUMENTS AND THE CONDITIONS UNDER WHICH THEY WILL BE EXPECTED TO PERFORM. 3. THE CONTRACJOR SHALL VISIT THE SITE PRIOR TO BIDDING OR COMMENCEMENT OF CONSTRUCTION AND VERIFY ALL EXISTING CONDITIONS SHOWN ON THESE DRAWINGS ARE PERTINENT TO THE WORK DESCRIBED HEREIN. 4. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY SHOULD ANY CONDITION ARISE WHERE THE INTENT OF THE DRAWINGS IS IN DOUBT OR THERE IS A DISCREPANCY BETWEEN THE CONSTRUCTION DOCUMENTS AND THE FIELD CONDITIONS. 5. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT BUILDING CODES AND ALL LAWS AND ORDINANCES OF THE GOVERNING AGENCIES. 6. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS WITH THE LANDSCAPE ARCHITECT. 7. ANY DISCREPANCY BETWEEN THE VARIOUS DRAWINGS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR CLARIFICATION. 8. THE CONTRACTOR SHALL VERIFY CONSTRUCTION ACCESS, STAGING, EQUIPMENT AND VEHICLE PARKING AND WORKER BREAK AREA LOCATIONS WITH THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING THE WORK. 9. ALL ITEMS TO BE REMOVED AND RELOCATED OR REPLACED SHALL BE HANDLED WITH PROPER CARE AND STORED IN A SAFE PLACE TO PREVENT DAMAGE. DAMAGED ITEMS SHOWN TO BE SALVAGED SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 12. PRIOR TO START OF WORK, SCHEDULE A SITE MEETING WITH THE LANDSCAPE ARCHITECT TO IDENTIFY LIMITS OF WORK, LANDSCAPE REMOVALS AND METHODS OF PLANT PROTECTION. BEFORE EXCAVATING, VERIFY THE LOCATION OF UNDERGROUND UTILITIES. AT LEAST TWO (2) WORKING DAYS PRIOR TO EXCAVATION, THE CONTRACTOR SHALL REQUEST MARKOUT OF UNDERGROUND UTILITIES BY CALLING THE BELOW LISTED REGIONAL NOTIFICATION CENTER FOR AN INQUIRY IDENTIFICATION NUMBER: KEY MAP UNDERGROUND SERVICE ALERT (GAS, ELECTRIC, TELEPHONE, WATER, SEWER, LIGHTING, AND TV} IRRIGATION SYSTEMS IRRIGATION CONTROL WIRE 800/422-4133 CONTACT OWNER REPRESENTATIVE CONTACT OWNER REPRESENTATIVE NOTTO SCALE REMOVED TREES NUMBER SIZE TYPE BOTANICAL NAME REMARKS R01 _____ _ _ 6"C,6,~IPE_R__ _!REE_ _ ___ Quercus engelmanni1_· ____ D_E_M_O_L_IS_H_&_R_E_M_O_V_E _ R02 4" CALIPER _____ TBE_E ___ Myrica califarnica _ DE_'-'l()~l~H~ REMOVE ___ _ _____ TREE _______ Myricacalifarnica __ R03 4" CALIPER ----···-----·--··-DEMOLISH & REMOVE R04 4" CALIPER TREE _ _ _ __ _ Myrica califg111ig,_ _ DEMOLISH & REMOVE R05 4" CALIPER .... ____ ___ ________ ___ __ ---~RE_E_ .... _ _ _ ChilapsisHnearis 'Bubba' DEMOLISH & REMOVE 4" CALIPER TREE Cercis accidentalis DEMOLISH & REMOVE R06 R07 --------·-·---------------------·---·------·--------~ ..... DEMOLISH & REMOVE 4" CALIPER ···--·------... ----------__ T_R_E_E ____ ~C~h=il=ap~s=is~line_a_ris 'Bubba' 4" CALIPER ---ROB TREE Chi/apsis linea_ris 'Bubba' DEMOLISH & REMOVE 4" CALIPER TREE Cercis accidenta/is DEMOLISH & REMOVE ____ ,_ ··-· ·-··. -----------------------------------------------------------~~ --------···-· ... -------------.. ---··---.... ···-.,., ____ --... ,,,, __ _ R09 R1Q _____ 4" CALIP_E_R ____ TREE _ _ Chilapsis/jnearis_'Bubba' DE~OUS~ & REMO\/E R11 R12 4" CALIPER TREE . Myrica c_a_lifar_nica ________ DEMOLISH& REMOVE_ ___ _ R13 R14 R15 DEMOLISH & REMOVE 4" CALIPER TREE ·--------·· -----_ Myrica califarnica ___ _ 4" CALIPER TREE ___ Myrica ca/ifa111i_ca _____ D_EMOLISH~_BE_M_O\/_E: __ 6" CALIPER TREE .. -----·--·----·--------------- 4" CALIPER TREE _ g_uercu~engeJ11111_f1nii ___ Myrici, ca_lifornica_ ... _ _ DEMOLISH & REMOVE DEMOLISH & REMOVE . __ R16 _____ 4"_CA~l~ER TREE .. Chi/apsis linearis 'Bubba' .. DEMOLISH & REMOVE R17 ----------------- R18 R19 4" CALIPER 4" CALIPER 4" CALIPER TREE Cercis accidentalis DEMOLISH & REMOVE ------------------------------------------------ TREE Chi/apsis linearis 'Bubba' DEMO_L_l§l:J.~~E__r,1_9_1/E_ __ TREE Chi/apsis linearis 'Bubba' DEMOLl8_H_&_R_E"10VE R20 ... ___ ... ___ -4:"C:.Ailf~~-_ _ _ lREE Cercis occidentalis_ _ __ DEM()_USH & ~E_MQVE _ F<~1 _ __ _ __ 4"G_AUP_E_R _____ TREE ...... _ChHapsiiJ/jn1,arjs'l3J!bf2a' _____ D_E_'-'IOLISl:J._&_REMOVE .. . ___ ~2 ____ ... 4"C:ALIF'_ER ____ TRE_E___ __ M_yric_a c_E1_/ifarnjcE1__ _ _ _ __ DE_MClLISH_~~EM()_VE_ __ _ ~3____ _____ _4'_' C_A_L_IP_E_R _____ TREE __ ___ _ Myrica califarnica __________ DEMOLISH & REMOVE ___ _ R24 4" CALIPER TR_EE____ _ __ Myri_ca_c_alifarnica ..... _ ___ DEMOLISH & REMOVE TREE_ ________ Quercusengelmennii DEMOLISH & R_E"10\/E __ R25 6" CALIPER . ----______________ ,, R28 _ --4" CALIPER --TREE --_ Chilapsislinearis 'Bubba' _ DE"1Cl_Ll§~~R_EMO\/E R27 4" CALIPER TREE Cercis accidentalis DEMOLISH & REMOVE -----------------··-··· -··. --------------------------··--· -· ·-·--- R28 8" CALIPER TREE .. ---Chi/apsis linea_ris 'Bubba' .. [~E__tv!Q~l§_H ~-Fl.EMOVE __ R_29 __ _ __ _ ~"_(;_A~!~ER_ _ ... __ T_R_E_E __ _(;_hilaps_is fi_nearis 'BLJQQ?'. DEMOLISH & REMOVE R30 4" CALIPER TREE Cercis accidentalis DEMOLISH & REMOVE ---------------------··· . ····-··-"·------------·----- R31 4" CALIPER -·----·--·-----· ____ TREE ___ _ _Chi/apsis linearis_'Bubba' ____ gEl.10LIS~ &l'<E_MO\/§ R32 4" CALIPER TREE _ Myrica califarnica . _ _ _ _ DEMOLISH & REMOVE R33 4" CALIPER ----' . --· ------ TREE ----~M~v_rica califar_nicii_ ____ _ DEMOLISH & REMOVE R34 4" CALIPER TREE _ Myrica califomica ____ _ DEMOLISH & REMOVE DEMOLITION SYMBOL LEGEND ,,...--, / \ I )( I \ I \ / ...... ____ .,,,, RXX CLEAR AND GRUB EXISTING PLANTING AREA CLEAR AND GRUB EXISTING BIORETENTION PLANTING AREA AND ASSOCIATED UTILITIES EXISTING TREES TO BE REMOVED EXISTING CONCRETE PAVING TO BE DEMOLISHED & REMOVED EXISTING PARKING ASPHALT PAVING AND ASSOCIATED WHEEL STOP TO BE DEMOLISHED & REMOVED EXISTING TREE TO REMAIN -PROTECT IN PLACE L 1.0 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 2 CITY OF CARLSBAD PLANNING DIVISION 14 SHEETS 1----+-----+-----------------+---+----+1-----+1------< LANDSCAPE DEMOLlTION PLAN FOR: DEVELOPERS NAME: =B=IO=M=E=D~R=EA~L~T~Y _______ _ ADDRESS: 17190 BERNARDO CENTER DRIVE SAN DIEGO, CA 92128 TELEPHONE: 858.485.9840 DATE PLAN PREPARED: ~0~7~/0~5~/~1~6 ______ _ BY: NERI LANDSCAPE ARCHITECTURE IONIS FITNESS CENTER 1----1----+----------------t-----f---+---+----fAPPROVED 1-----+----+--------------------+----+----+----+-----<PLANNING DA TE INITIAL DATE INITIAL DATE INITIAL DRWN BY, OH ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHCKD BY, JN PROJECT NO. SDP 16-09 "t-1-lv DATE DRAWING NO. 493-5L / I .I I I 8CALB1'•20' EXISTING 2 STORY BUILDING / / I • 20 40 \.p,.NDSC~,o <;) -:..-----:. LA '" ' --, tir ~ .JI,,,_ J:; " -11'. ''lA 337.-"-R-~' f: OF CAI... \,;:O NERI LANO SCAPE ARCHITECTURE 928 HORNBLEND SfREET, SUITE # 3 SAN DIEGO. CA 92109 858/274-3222 WWW.NERILA.COM ExP.irotion Date: 6 /30 /17 DEVELOPERS NAME: ~B~IO=M=E=D'-'-'-R""EA_,L~T_,_Y ______ _ ADDRESS: 17190 BERNARDO CENTER DRIVE SAN DIEGO, CA 92128 TELEPHONE: 858.485.9840 DA TE PLAN PREPARED: "'0-'--7L../0"'5"'-/-'1-"-6 ______ _ BY: NERI LANDSCAPE ARCHITECTURE DATE INITIAL ENGINEER OF WORK / KEY MAP MATERIAL LEGEND NOTTO SCALE SYMBOL DESCRIPTION SOURCE -EJ ENHANCED PEDESTRIAN LOCAL BATCH PLANT WJ IMPERVIOUS CONCRETE SAW PAVING'A' . • . . . CUT E.J. ENHANCED PEDESTRIAN LOCAL BATCH PLANT · .. ·,·.:r• ••• + + ·~ + + + i2:, W.J. IMPERVIOUS CONCRETE . . ·t· • + ,+ + • ~ SAW PAVING'S' ++t++1L • + ·+ • CUT 7C:::n::,cJu_JL_ VEHICULAR ORCO BLOCK ..Jc:::i □unnc:;r PERVIOUS (760) 757-1780 ::JC::J:J □ULJUI lJ □□:JL7f7CJI PAVERS C SPORT COURT PAVING LOCAL BATCH PLANT (IMPERVIOUS) EXPANSION SIKACORPORATION JOINTS (800) 933-7452 DETECTABLE WARNING -ADA SOLUTIONS, INC. ~;'~"~'\~"~"~ le~ G z <,D; G ~ -=< TRUNCATED DOMES 800-372-0519 ; () ~ r, ~ ;' g •c:; ;'. ~: PAVERS WWW.ADATILE.COM ~EJ ENHANCED VEHICULAR LOCAL BATCH PLANT W.J. CONCRETE PAVING SAW 'C' . CUT FURNISHING LEGEND SYMBOL DESCRIPTION SOURCE JANE HAMLEY BENCHES (4) WELLS 773 227 4988 -JANE HAMLEY 101 ROUND TABLE & WELLS -CHAIRS 773 227 4988 (8) TABLES (32) CHAIRS @ TRASH JANE HAMLEY RECEPTACLES (3) WELLS 773 227 4988 BASKETBALL PORTER +=-GOAL, POST, NET 888-277-7778 & PADS QTY:2 MATERIAU FINISH/NOTES INTEGRALLY COLORED (SOLOMON 'BARK' COLOR) CONCRETE WITH LIGHT WASHOFF "SAND" FINISH AND GLOSS SEALER, WEAKENED PLANE & SAWCUT CONTROL JOINTS. INTEGRALLY COLORED (SOLOMON 'GINGER') CONCRETE WITH LIGHT WASHOFF "SAND" FINISH AND GLOSS SEALER, WEAKENED PLANE & SAWCUT CONTROL JOINTS. AQUA-BRIC TYPE 1, OR APPROVED EQUAL 80 MM, 5" X 10" COLOR:CHATEAU RUBBERIZED ASPHALT CONCRETE (RAC.) OVER SUB-BASE WITH PAINTED COURT LINES COLOR: TAN COLOR LINE PAINT COLORS PER DETAIL SIKA FLEX 'BRONZE' WITH PLAYSAND CAST-IN-PLACE TRUNCATED DOME TILES, GRAY COLOR, 3' X LENGTH ON PLAN INTEGRALLY COLORED CONCRETE PAVING. COLOR, SEALER & TEXTURE TO MATCH EXISTING MATERIAU FINISH/NOTES "TAJIA" 70.5" LENGTH, TEAK, STAINLESS STEEL TABLE-"BED" 35.4" DIA., TEAK, STAINLESS STEEL NO UMBRELLA HOLE CHAIRS -"BEO STACKABLE ARMCHAIR' TEAK, STAINLESS STEEL 'PRISMA' GALVANIZED PAINTED CARBON STEEL, LAMINATED STEEL COLOR: STONE GREY 7030 GOOSENECK POLE WI 5' EXTENSION: POLE-175RAL W/ SILVER POWDER-COAT GLASS BACKBOARD: 00206--000 OUTDOOR GOAL: 00202-H00 BACKBOARD PADDING: 00324-672 BLACK DETAIL A,BIL2.1 A,BIL2.1 FIL2.1 D/L2.1 A/L2.1 EIL2.1 B/L2.1 DIL2.2 SPECS SPECS BIL2.2 . f / ( ~-7-·-_, ---( '"'© KEYNOTES: 0 0 FIRE HYDRANT -EXISTING TO REMAIN. PROTECT IN PLACE. WATER EASEMENT BIOFILTRATION SWALE -PER CIVIL (TYP. SYM.) PEDESTRIAN RAMP -PER CIVIL (TYP. SYM.) RELOCATED PARKING LOT LIGHT STANDARD (TYP. OF 3) LANDSCAPE DRAIN -PER CIVIL (TYP. SYM.) EXISTING PARKING LOT NEW PARKING LOT PAVING PER CIVIL ENG. DRAWINGS. SHADE SAIL STRUCTURE -PER ARCHITECT'S DRAWINGS. NEW UNDERGROUND STORM WATER DETENTION , SEE CIVIL ENG. DRAWINGS. <8> LIMIT OF WORK DATE INITIAL DATE INITIAL EXISTING CONCRETE PAVING TO REMAIN. PROTECT IN PLACE. ROOF DRAIN DISCHARGE TO DRAIN BOX PER CIVIL ENG. DRAWINGS . EXISTING 1 O' WIDE ENHANCED VEHICULAR CONCRETE PAVING TO BE REMOVED & REPLACED - COLOR, FINISH & TEXTURE TO MATCH EXISTING. L 2.0 APPROVED FOR PLANTING ONLY, IRRIGATION AND INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 3 CITY OF CARLSBAD PLANNING DI\/ISION LANDSCAPE CONSTRUCTION PLAN FOR: IONIS FITNESS CENTER APPROVED ,~~/G • C.--r-8\~-ft-- PLANNING 14 SHEETS ~-1-H~ DATE DR\\N BY: OH PROJECT NO. DRAWING NO. REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHCKD BY: JN SDP 16-09 493-5L EXPANSION JOINT (EJ) I 1/211 R. ---.,....,,__ 1/2" ~ ----,/'---6" --+ SAWCUT JOINT I SCORE JOINT I __,,---JOINT SEALANT WITH SAND TOPPING -REMOVE TOP CAP BEFORE SEALING/SANDING 11211 R. ;... ;... TOOLED SCORE JOINT 1/8" r-"i<--"ff-,,,-CONCRETE PAVING ·:J ('\ ~J"<E---ff--:--¼~+---SAWCUT CONTROL JOINT ~--___s:;~_c__-~--#3 BAR DOWELS@ 36" O.C. (DRILL AND EPOXY 3" INTO EXISTING PAVING & AT DOOR TRESHOLDS, WHERE OCCURS) ~-JOINT FILLER WITH DOUBLE CAP ~" DIA. PVC PIPE SLEEVE #3 BARS AT 18" O.C. BOTH WAYS PED. PAVING/ 12" O.C. BOTH WAYS VEH. PAVING __,,---CONCRETE PAVING -STRENGTH, COLOR & FINISH PER PLAN, ~-~" R. SCHEDULE AND SPECIFICATIONS FINISH SURFACE OF ADJACENT PAVING ;..-o:;=--,~=--,---,,., ---""''"7.,.--,,-.. -~'-~-"'--FLUSH WITH CONCRETE (WHERE OCC[!RS) • FINISH GRADE-~ TURF AREA 1c "' 6" RADIUS 1/2" TYP. CONCRETE MOW CURB FINISH GRADE BELOW TOP OF CURB (1"@ LAWN, 2" AT SHRUB) SUBGRADE, 12" DEEP , 111 11 ,W 11 1 Ii' 11 1 I 11111-1 !i'l.il:±8'-.c,,.'-,w 3" i 6" -+-- .,-------FINISH GRADE -TURF AREA RADIUS 1/2" TYP. CONCRETE MOW CURB BIOFILTRATION SWALE PER CIVIL DRAWINGS #4 BAR, CONT. @ BIOFIL TRATION SWALE A CONCRETE PAVING JOINTS SECTION ® CONCRETE PAVING Bf------------sEcT1ON Cf--------------------c-=-,---@) CONCRETE MOW CURB sEcT1ON NTS NOTTO SCALE ASPHALT HL3 MIX HIDDEN EXPANSION JOINT -~ NOTTO SCALE ~ ~ 40% RUBBER PELLET, SEE SPECS (EJ) ADJACENT PAVING PER -~ PLAN AND SCHEDULE, _,,____,~----3'-011 ____ _,,__,_ --ADJACENT PAVING PER PLAN AND SCHEDULE ADJACENT PAVING PER -~ PLAN AND SCHEDULE •·i,. •. "' • ·~ GRANULAR 'A' COMPACTED TO 98% S.P.D. I 111 Ill Ill 11~=~ ~ 1111 11i'11 11i'11 11i'11 111~ijl ~lfl:Iim~~in'in~~~-==-©~ 11 II I I i' II I I i' II I I 111-GEOTEXTILE ----.___ 90% COMPACTED SUBGRADE, 12" DEEP (OR EXISTING PAVING 1/2" R. WHERE OCCURS) MEDIUM BROOM FINISH PERIMETER -~ 3250 PSI NATURAL CONCRETE BORDER--~ W/TOOLED, PARALLEL, LONGITUDINAL GROOVES -11 1.5% • cl -1\---I ---- 1/2" R. 111== ==1 I-11 ==111 111-I' 'I 11 I 11 1 '' 8" B" 36" x LENGTH PER PLAN -DETECTABLE WARNING TRUNCATED DOME, GRAY COLOR 95% COMPACTION, 12" DEEP #4 BAR,@ 12" O.C. BOTH WAYS "----1/4" X 4" X 4" DIAMOND DOWLES@ 18" O.C. - DIAMOND DOWELS ARE TO BE INSTALLED AT EXPANSION JOINTS EXISTING AND PROPOSED @ RUBBERIZED ASPHALT CONCRETE SPORT COURT PAVING D r--s=E=c=T~IO~N~--------------------------------SCALE: 1" = 1 '-0" ®~~=E~=~=1!~:-T_A_B_L_E_W_A_R_N_I_N_G_-_T_R_U_N_C_A_T_E_D_D_O_M_E_S ______________ ~SC~A~LE~: ~1 .. -=~1'--0" CAST-IN-PLACE CONCRETE --~ HEADER CURB 2 #4 REBAR CONTINUOUS 6" 8'-4" PERVIOUS PAVER ~--CONCRETE CURB ~-BIOFILTRATION SWALE PER CIVIL DRAWINGS ~--PERVIOUS PAVER PER PLAN W/ i" HAND TIGHT JOINTS 2" BEDDING SAND LEVELING COURSE l" -i" WASHED FRACTURED OPEN-GRADED STONE PER ASTM N0.8 REQUIREMENTS -'k---?::'.fl+±~~~'..?'.JI~,,,--95% COMPACTED AGGREGATE BASE LA NERI LANDSCAPE ARCHITECTURE 928 HORNBLEND STREET, SUITE # 3 SAN DIEGO. CA 92109 858/274·3222 www.NERJLA.COM ExP.iration 1 1 Dote: 6 30 17 PAVER DETAIL E, 12" DEEP R "=1'-011 DEVELOPERS NAME: BIOMED REALTY ADDRESS: 17190 BERNARDO CENTER DRIVE SAN DIEGO, CA 92128 TELEPHONE: 858.485.9840 DATE PLAN PREPARED: 07,::'.05,::'.16 BY: NERI LANDSCAPE ARCHITECTURE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION L 2.1 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 14 4 PLANNING DIVISION SHEETS LANDSCAPE CONSTRUCTION DETAilS FOR: IONIS FITNESS CENTER ,11,,; /; APPROVED ~-~\....,-\t i-1-B.e PLANNING DATE DRWN BY: OH PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CHCKD BY: JN SOP 16-09 493-5L HALF COURT LINE, MIRROR DIMENSIONS FOR FULL COURT FOR BASKETBALL & VOLLEYBALL COURT s·'-3" ' ' "? <t ' I' ' ' ' ' b ' "' ~ -¥----4-------19'-0" ----.-+------- t;;; ::, 0 () ...J ...J oil >-w ...J ...J 0 > -\'e, 9 'Q,, b "' C ~-++---+- BLACK PAINT COLOR . FOR VOLLEYBALL COURT ----HALF. COURT.LINE,. MIRROR DIMENSIONS FOR FULL COURT FOR BASKETBALL & VOLLEYBALL COURT SLEEVED REMOVABLE POST FOR VOLLEYBALL NET POLE (2). I I 3'-0" t 3'-0" t 3'-0"~tf'.<,3)1''"~~ 7'-0" "' ' 0 w 0 w B RUBBERIZED ASPHALT CONCRETE PAVING IN TAN COLOR WHITE PAINT COLOR ' 9 b "' A BASKETBALL & VOLLEYBALL COURT LAYOUT (MIRROR HALF COURT SHOWN) PLAN MOLDED PLASTIC RECESSED MOUNTING FLANGE-SECURE TO ASPHALT CONCRETE PAVING WITH #8 Xi" LAG SCREWS & LEAD TYPE ANCHORS ~-GASKET / ENLARGEMENT COVER SWIVELS AWAY FROM SLEEVE OPENING 3-1/2" DIA. UPRIGHT --F---t-5-1/4" DIA. o) 5" DIA. BRASS PLATED REMOVABLE COVER PLATE TOP OF SLEEVE FLUSHED WITH FINISHED SURFACE I I ~~·RUBBERIZED ASPHALT 4 ·~=---~~-J CONCRETE PAVING 13-314" 0 D I CONCRETE ,r' · ·f-FOOTING MOUNTING COVER DETAIL C VOLLEYBALL POST SLEEVE & COVER MOUNTING PLAN NOTTO SCALE SCALE: 1/4"=1'-0" r:'1~----------REMOVABLE 31/2" X 14'-0" 11 I NET POLE I 5" DIA. BRASS PLATED I I 5 114,, DIA REMOVABLE COVER PLATE -.I'--1 '-6" -~I'- POST SLEEVE INSTALLATION DETAIL LA NERI LANDSCAPE ARCHITECTURE 928 HORNBLEND STREET, SUITE # 3 SAN DIEGO, CA 92109 858/274·3222 WWW.NERll.A.COM Expiration 1 1 Dote: 6, 30 ~ 7 .,,,.----5" DIA. BRASS PLATED REMOVABLE COVER PLATE GRANULAR 'A' COMPACTED TO 98% S.P.D. GEOTEXTILE ,J ,, " i1 <I,;.) /i ,1 C ., /i PLAN VIEW .- CONCRETE f,_t PAVING .,,j "' ' in ~\ c ,, /.~ r RUBBERIZED ASPHALT CONCRETE SURFACE SPORTS COURT OVER . AGGREGATE BASE BASKETBALL SYSTEM, PER PLANS AND SPECIFICATIONS RUBBERIZED ASPHALT-~ CONCRETE PAVING ro co ELEVATION B OUTDOOR BASKETBALL SYSTEM SECTION/ ELEVATION/ PLAN I . ·.· / '', ',/_ ~, -., / ', ·,/_ ·, . . ·).._ ;-··, . ·-·· ),, '-/ ~ ' ·'._ --✓ / .. -'/ / ,·,, /// / ., ~ . . >, ·,, LAG BOLT IN EXPANSION ANCHOR (TYP OF 4) CONCRETE COMPACTED SUBGRADE -/ ' BENCH MOUNTING D PLAN SCALE: 3/4"=1 '-0" DEVELOPERS NAME: BIOMED REAL TY ADDRESS: 17190 BERNARDO CENTER DRIVE SAN DIEGO, CA 92128 TELEPHONE: 858.485.9840 DATE PLAN PREPARED: 07 /05/16 DATE INITIAL BY: NERI LANDSCAPE ARCHITECTURE ENGINEER OF WORK B" BASKETBALL SYSTEM, PER PLANS AND SPECIFICATIONS GRANULAR 'A' COMPACTED TO 98% S.P.D. ' ro co SUBGRADE, 95%--~ COMPACTION, 12" DEEP "----2500 PSI CONCRETE __ .,,,. FOOTING DATE INITIAL DATE ALL CONNECTIONS PER MANUFACTURER'S RECOMMENDATION ALL CONNECTIONS PER MANUFACTURER'S RECOMMENDATION BACKBOARD SLEEVE INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS RUBBERIZED ASPHALTIC CONCRETE PAVING ISOLATION JOINT ADJACENT WALKWAY CONCRETE PAVING , /»~~-· co SECTION 2'-011 SCALE: 1/2"=1 '-0" L 2.2 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" . TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 14 5 PLANNING DIVISION SHEETS LANDSCAPE CONSTRUCTION DETAILS FOR: IONIS FITNESS CENTER I~ APPROVED " & -E::-l"-, 1f 4'-1-1~ PLANNING DATE DRWN BY: OH PROJECT NO. DRAWING NO. INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHCKD BY: JN SDP 16-09 493-5L GENERAL NOTES RECYCLED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULA T/ONS. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR MISTING. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO EL/MINA TE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY, AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. RECYCLED WATER SYSTEM (PRIVATE) IONIS FITNESS CENTER SIGNAGE NOTES 2855 GAZELLE COURT, CARLSBAD, CA 92010 THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EAS/L Y VISIBLE. PLACE ON 8-1/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. SHEET TITLE RECYCLED WATER TITLE SHEET /RR/GA TION PLANS IRR/G. EQUIPMENT SCHEDULE, HYDROZONE MAP & CALCULATIONS IRRIGATION DETAILS LANDSCAPE /RR/GA TION WATERING SCHEDULE & /RR/GA TION MAINTENANCE GUIDELINES SHEET NUMBER RW TS L3.0 L3.1 L3.2 L3.3 L3.4 N l'-- LO I co < 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 1. GUIDELINES FOR RECYCLED WATER USE IRRIGATE BETWEEN THE HOURS OF 10: 00 P.M. AND 6: 00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. PROJECT MAP ROTOR IRRIGATION ON SLOPES (EXISTING) 0 N 7. 8. 9. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULA T/ONS. HOURS FOR /RR/GA TION WITH RECYCLED WATER ARE FROM 10: 00 P.M. TO 6: 00 A.M. THE HOURS FOR /RR/GA TION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. /RR/GA TION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. /RR/GA TION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10: 00 P.M. TO 6: 00 A.M. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WIND BLOWN SPRAY OR BY DIRECT APPL/CATION THROUGH /RR/GA TION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER- SPRA YING ON SIDEWALKS, STREETS AND NON-DES/GNA TED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULA T/ONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. 14. ALL /RR/GA TION Pf PE SHALL BE STENCILED WITH WARNING, "NON-Pb TABLE OR RECYCLED WATER", COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULA TORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 18. 19. 20. 21. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGN SHALL BE CALLED OUT ON THE PLANS. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECYCLED PUREYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DES/GNA TION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT WAYNE SANDERS AT (760) 801-7164 OR AFTER HOURS CONTACT WAYNE SANDERS AT (760) 801-7164 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DESIGNATED OUTDOOR EA TING AREAS ON THE SITE. 24. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS !RR/GA TED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 25. ALL /RR/GA TION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT HTTP: //CARLSBADCA.GOV /SERVICES/DEPARTMENTS/WATER/DOCUMENTS/ /RECYCLED WA TERBACKFLOWTESTERLIST.PDF BACKROUND A. B. C. D. E. F. G. !RR/GA TE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPL/CATION RA TE SHALL NOT EXCEED THE /NFIL TRA T/ON RA TE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AU TOMA TIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL /RR/GA TION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). ADJUST SPRAY HEADS TO ELIM/NA TE OVERSPRA Y ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUCATING EACH EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED THAT WATER IS FOR /RR/GA TION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MOD/FICA T/ONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEER/NG OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 1. 2. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH /DENT/FICA TION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3"x 4", PURPLE IN COLOR, WITH THE WORDS ''wARNING RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "A VISO -AGUA IMPURA-NO TOM AR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED r·-=o""'E=-AccC""H~VA7LccVE=-A7Scc-cFc=O.,-LLccOccW=s~: --- 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. - ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. EACH AU TOMA TIC CONTROLLER AND ITS ASSOC/A TED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR /RR/GA TION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE 'MTH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING FIRM NAME & ADDRESS: NERI LANDSCAPE ARCHITECTURE 928 HORNBLEND STREET, SUITE 3 SAN DIEGO, CALIFORNIA 92109 PHONE NO: ( 858 ) _,2"-'7'-'4'----"'-3""22,,,2,__ ___ _ REGISTRATION NO: CA RLA 3321 EXPIRATION DATE: 6/30/17 _____ _ ';A~~ DATEo/Z?/;,-,.[,-+Y,~---r BLACK LOGO /. PURPLE / 36" / 1" BLACK LETTERS In Order to Conserve Water ... 12L----~t,,C',, m (N.T.S.) .,;; '·'· DIAL TOLL FREE l 1-aoo.422.4133 :~~ NO EXTERIOR DRINKING FOUNTAIN IS PROPOSED FOR THIS PROJECT. EXISTING OUTDOOR EATING AREA- DRIP IRRIGATION USED IN PERIMETER PLANTERS TO PROTECT AGAINST CONTACT WITH RECYCLED WATER OVERSPRAY. LEGEND ® POTABLE WATER METER (EXISTING) ® RECYCLED WATER METER (EXISTING) ~ BACKFLOW PREVENTION DEVICE(EXISTING) !H " POTABLE WATER LINE (EXISTING) R"' " RECYCLED WATER LINE (EXISTING) INSPECTION PROCEDURES 1. District Construction Inspection Shall Include: A, Required separation between potable and recycled water lines {hon"zontally and vertically). B. Pipe Identification. C. Sleeving at crossings. D. Appropriate materials and markings, including proper quick couplers. An approval Jetter regarding the inspection of the project shall be obtained from the City and the District, and be forwarded to the County Heafth Department prior to final inspection approval. 2. District Final Inspection Shall Include: A. Signage installed per plan. B. Controller Stickers. C. Tagging of valves. D. Coverage test affer completion of the sprinkler system to ensure protection of area not approved for recycled water use. RG RECYCLED WATER PRESSURE SUPPLY LINE (EXISTING) FS FIRE SERVICE LINE (EXISTING) [ZZ) RECYCLED WATER USE AREA .... DO NOT DRINK SIGN (PROPOSED) ,~. DO NOT DRINK SIGN (EXISTING) ~ OUTDOOR EATING AREA (PROTECTED AGAINST CON- TACT WITH RECYCLED WATER) E. All aspects of the irrigation conditions including windblown spray, runoff, and ponding. F. Required protection of all residential areas. G. Required protection of wells, streams, rese,voirs, etc. H. Cross-connection test ff required. J. Color coded, laminated charts inside each controller. 3. Annual Inspection Shall Include: A complete inspection that will cover A-I of the District Final Inspection. Revisions must be approved by Public Health Engineer, City Engineer and District Engineer prior to implementation in field. EXISTING ~ECIRCULATING POTABLE WATER FEATURE SHALL COMPLY WITH CALIFORNIA DEPARTMENT OF PUBLIC HEALTH "DECORATIVE WATER FEATURE DESIGN GUIDE" CITY OF OCEANSIDE HIGHWAY 78 '-' OCEAN ,.__..,. ~ AVE~6"' f ~ of' w--...f'-'---,,"\ w....,_ __ r,__ I CITY OF ENCINITAS ~ - VICINITY MAP BOUNDARY LIMITS/ LIMIT LINE OF RECYCLED WATER USE 0 50 iV\J EXISTING "DO NOT DRINK" SIGN (TYP. SYM.) en 100_, ____ i © COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH LAND AND WATER QUALITY Dl~SION GLENN LEEKS EN~RONMENTAL HEALTH SPECIALIST w (9 z <( I (.) z 0 -l-o :::> c::: I-- Cf) z 0 (.) RW TS w~-zs--/G DATE APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUILT" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 6 CITY OF CARLSBAD PLANNING DIVISION 14 SHEETS WARNING RECYCLED WATER DO NOT DRINK RECYCLED WATER IN USE ··t AT LEAST TWO DAYS ... ,. BEFORE YOU DIG f----+----+----------------+----l---l----+---l RECYCLED WATER TITLE SHEET FOR: SH HANDS AFTER CONTACTING LAVESE US MANOS DESPUES DE USAR 12" X 36" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 1" BLACK LETTERS 2" BLACK LETTERS TYPICAL SIGNS ~ i DO NOT -DRINK NO TOME EL AGUA NDSC,4p WASH HANDS AFlER CONTACTING P. IV('~ LAVESE SUS MANOS DESPUES DE USAR ~ 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS '"' UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CARLSBAD MUNICIPAL WATER DISTRICT LA NERI LANDSCAPE ARCHITECTURE 928 HORNBLENIJ STREET, SUITE #3 ✓µ ~ SAN □>CGO, CA 92' 09 • -~.L-.-' ,✓,·"'--,,;£'------r"'-'----'---'---%"i; , / ,..-' /..' /' 858/274-3222 1_ /~ ......,.. r ,_) I' .b Expiration 1 1 www.NERiLA.coM D1STR16EN;E R DATE Dote: 6 30;17 IONIS FITNESS CENTER DEVELOPERS NAME: ~B~IO~M~E~□~R~E~A~LT~Y~-------1----+--+-----------------+---+---l----+---l ADDRESS: 17190 BERNARDO CENTER DRIVE SAN DIEGO, CA 92128 ' APPROVED f¾, :,0 CV ( :r -E:l \ ...,%-"'t-I-Iv TELEPHONE: 858.485.9840 PLANNING DATE DATE PLAN PREPARED: ~0~7,_/0=5~/~1=6 ______ _ BY: NERI LANDSCAPE ARCHITECTURE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DRWN BY: OH PROJECT NO, DRAWING NO. DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CHCKD BY: JN SOP 1'6-09 493-5L ROTARY STREAM 0 -RCV #45 & #46 RELOCATEu--~ .,.,.... -TO PLANTER WITH FIRE / " SPRINKLER BACKFLOW • RCV 45 & 46 LOCATED 10 FT. FROM SOUTH FACE OF CURB & 24" WEST 'I .. 5" -OFFACEO~~~R~B ___ .. -~-:•,ii ---· ·-·-·;._111 111 ·I ·-·.-·;:·.:.·.-·-·-·-·--·.-.· ES.."'':?':!'. 2""R AIN ·11, ii!H :;':;:,':;::;;:,~::;::;~ PARALLEL T ~ =.:::.-.:::-.:.~.:.:rfRf~;:::-:-URB-" WE @l!::--:::::::::::::::i/ ::z:.;;:;~-TUR AR ,_F~,-t" _1_...-:.-_-:::::::-J )c,=-c-" --_w 1 -DRIP ~ / -I " - .. r· ~G-v-.,v \ RCV 46 & 45 CONNECTED TO NEW 2" RW MAINLINE ~.....,..., LOCATED 12" WEST FROM FACE OF CURB, AT 18" DEPTH. TIE-IN LOCATED AT RCV42&43 1" DOMESTIC SE CONNECTION TO 4" WATER LINE (SE PLANS) '>TING '1JILDING Btf---' -DOMESTIC PREVENTION EVICES ff KEYNOTES I 4:,5.0 0 LIMIT OF WORK 00 ~ LOCATION OF EXISTING WALL MOUNTED IRRIGATION CONTROLLER' '-48-STATION I COMMON WALL MOUNTED ENCLOSURE ON CMU WALL, & EXISTING RA SHUT-0 DEVICE. EXISTING RECYCLED WATER 2.5" IRRIGATION MAINLINE SHOWN DIAG VERIFY LOCATION PRIOR TO TRENCHING OR EXCAVATION. CONNECT EXISTING IRRIGATION LATERAL FOR VALVE M6 TO EXISTING IRRIGA ON REMOTE CONTROL VALVE M2. TONE BACK TO CONTROLLER AFTER RECONNEC NG CONTROL WIRES. VERIFY VALVE OPERATION AND SYSTEM PRESSURE. CONVERT EXISTING REMOTE CONTROL VALVE A46TO DRIP OPERATION PER SCHEDU•"_,.•-,,-v INSTALL PRESSURE REGULATOR & FILTER PER SCHEDULE. TONE BACK TO EXISTING CONTROLLER & VERIFY VALVE OPERATION & SYSTEM PRESSURE. NEW DRIP IRRIGATION REMOTE VALVE MS-CONNECT TO EXISTING IRRIGATION CONTROL WIRE & TONE BACK TO CONTROLLER AFTER RECONNECTING CONTROL WIRES. VERIFY SYSTEM OPERATION AND SYSTEM PRESSURE. CUT & CAP EXISTING IRRIGATION LATERALS FOR EXISTING PARKING LOT DRIP IRRIGATION. EXISTING PLANTING AND IRRIGATION TO REMAIN. REPAIR IN KIND ALL AREAS DAMAGED DURING CONSTRUCTION. EXISTING MAINLINE ISOLATION VALVE EXISTING POTABLE WATER MAIN LINE TEMPORARY POINT OF CONNECTION TO POTABLE WATER LINE FOR FITNESS CENTER IRRIGATION AT EXISTING FIRE HYDRANT. PROVIDE & INSTALL TEMPORARY 1" CONSTRUCTION METER WITH A 1" BACKFLOW DEVICE. NEW IRRIGATION MAINLINE AND VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS AS PERFORMED BY CMWD AND DEH. ISOLATE EXISTING VALVE M6 & NEW VALVE MS & CONNECT TO POTABLE WATER SYSTEM. FINAL CONNECTIONS TO THE EXISTING IRRIGATION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEH. ULTIMATE POINT OF CONNECTION FOR NEW RECYCLED WATER IRRIGATION MAINLINE & NEW VALVES. FINAL CONNECTIONS TO THE EXISTING IRRIGATION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEH. LA NERI LANDSCAPE ARCHITECTURE 92B 1---iORNBLEND SmEl!T, SlJl't£ # 3 $AN DIEOO. CA 92109 858/274-3222 WWW.NERILA..COM Exoltation Da"te: 6/J0/19 '' . ·\\\. ' .......fl.C1 H TEM ORARY P ROTATOR SYSTEM / CONNECTED TO EC~AT DRIP. ..-SYSTEM IS OPERATED BY · ISOLATION USING BALL VALVE ~.~.$\\\ . ,•. Ir, :;.-- ... ' --. . I -~~~ BALL VALV . · · P ' MPIRRIG N . S ......... ECTDRI INGRCV PLA WATER SOURCE 1. THE IRRIGATION POINT OF CONNECTION (P.O.C.) FOR THE NEW IRRIGATION VALVES SHALL BE MADE BY THE CONTRACTOR AT THE EXISTING 2.5" RECYCLED WATER MAINLINE 2. THE CONTRACTOR SHALL VERIFY THE EXISTING WATER PRESSURE IN THE FIELD PRIOR TO PURCHASE OF ANY EQUIPMENT AND PERFORMING ANY INSTALLATIONS. IF THE PRESSURE IS NOT AS STATED ABOVE, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT FOR INSTRUCTIONS BEFORE PROCEEDING. PROCUREMENT AND/OR INSTALLATION OF ANY IRRIGATION EQUIPMENT. PURCHASE AND INSTALLATI.ON OF EQUIPMENT MADE WITHOUT VERIFICATION OF STATIC WATER PRESSURE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONTROLS 1. SYSTEMS OF THIS PROJECT ARE TO BE CONTROLLED BY EXISTING SOLID STATE IRRIGATION CONTROLLER. GENERAL IRRIGATION NOTES 1. IRRIGATION SYSTEMS ARE TO BE INSTALLED AS SHOWN ON THE PLANS, AS DIRECTED, IN ACCORDANCE WITH CURRENT LOCAL PLUMBING CODES AS OF THE APPROVED DATE OF THESE PLANS. 2. THE CONTRACTOR SHALL MAKE SURE All LANDSCAPED AREAS AFFECTED BY THIS CONSTRUCTION RECEIVE 100% IRRIGATION COVERAGE. 3. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS OF EXISTING IRRIGATION EQUIPMENT PRIOR TO ORDERING ANY IRRIGATION MATERIALS AND PROCEEDING WITH THE INSTALLATION OF THE IRRIGATION SYSTEM. IF THE CONTRACTOR FAILS TO NOTIFY THE LANDSCAPE ARCHITECT SHOULD THE LOCATIONS BE FOUND DIFFERENT, THE CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR ANY CHANGES AND ADDITIONS THAT MAY OCCUR TO THE SYSTEMS. 4. IRRIGATION MAINLINE AND EQUIPMENT ARE SHOWN DIAGRAMMATICALLY. THE CONTRACTOR SHALL INSTALL EQUIPMENT IN PLANTING AREAS WHENEVER POSSIBLE. -' "• 12.WHERE LOW HEAD DRAINAGE OCCURS THE CONTRACTOR SHALL INSTALL AN ANTI-DRAIN VALVE UNDER EACH SPRINKLER HEAD. THE ANTI-DRAIN VALVE WILL BE THE SAME DIAMETER SIZE AS THE RISER AND SHALL BE INTEGRATED INTO THE RISER ASSEMBLY. VALVE SHALL BE "HUNTER HCV", OR EQUAL. IN THE CASE OF HEADS WITH BUil T-IN ANTI-DRAIN VALVES, THE MANUFACTURER'S . INTEGRATED CHECK VALVE SHALL BE USED. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY SIMULTANEOUS AND ESSENTIAL WORK BY OTHERS ON THE SITE. CONTRACTORS SHALL COORDINATE THEIR OPERATIONS AND SHALL COOPERATE TO MINIMIZE INTERFERENCE. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTING AND DIMENSIONING FROM FIXED OBJECTS, ON A RECORD FIELD SET OF DRAWINGS, THE LOCATIONS OF THE INSTALLED IRRIGATION SYSTEM COMPONENTS. 0 w ~-.,., .... ~0\?60-i 5. THE CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL UNDERGROUND UTILITIES, STRUCTURES, AND EXISTING IRRIGATION EQUIPMENT IN WORK AREA PRIOR TO START OF CONSTRUCTION. IF A CONFLICT EXISTS BETWEEN SUCH OBSTACLES AND THE PROPOSED WORK, CONTRACTOR SHALL PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT TO ARRANGE FOR REQUIRED RE-LOCATIONS PRIOR TO START OF CONSTRUCTION. 15. ONLY SUBSURFACE IRRIGATION SHALL BE USED TO IRRIGATE ANY VEGETATION WITHIN TWENTY-FOUR INCHES OF AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA. 17 1.5" is. ' 6. THE CONTRACTOR SHALL VERIFY THAT THE EXISTING IRRIGATION CONTROLLER HAS POWER AND SHALL ESTABLISH CONTINUITY IN ALL VALVE WIRES TO THE EXISTING REMOTE CONTROL VALVES. 7. THE CONTRACTOR SHALL INSTALL QUICK COUPLERS AND REMOTE CONTROL VALVES ADJACENT TO WALKS AND CURBS (12" MAX. FROM SUCH EDGES) IN PLANTING AREAS. IN NO CASE SHALL VALVES BE LOCATED IN PAVED AREAS, UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. 8. ALL LATERAL END RUNS ARE 3/4" SIZE UNLESS INDICATED OTHERWISE. 9. ALL IRRIGATION LINES PASSING UNDER ROADS, THROUGH WALLS, STRUCTURES, ETC. SHALL BE SLEEVED WITH PVC SCH 80 BELL-END PIPE. SLEEVE SHALL BE 2 TIMES THE DIAMETER OF PIPE TO BE SLEEVED, MINIMUM. 1 O.CONTROL WIRES PASSING UNDER ROADS, THROUGH WALLS, STRUCTURES, ETC. SHALL BE INSTALLED IN PVC SCH 80 BELL-END ELECTRICAL CONDUIT SLEEVES AT LEAST 2 TIMES THE DIAMETER OF WIRE BUNDLE (2" SIZE MINIMUM) KEEP CONDUIT SEPARATE FROM WATER LINE SLEEVES. 11. EXACT LOCATION OF REMOTE CONTROL WIRING ROUTE, MAINLINE ROUTE, VALVES AND ALL OTHER MAJOR IRRIGATION EQUIPMENT SHALL BE SHOWN ON THE "AS-BUil T" DRAWINGS. SEE ALSO SPECIFICATIONS. VALVE CALLOUT KEY STATION NUMBER 16. FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL PLANS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES. 17. THE 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. 18. PER THE STATE MWELO & CITY OF CARLSBAD LANDSCAPE MANUAL: SWING JOINTS OR OTHER RISER PROTECTION COMPONENTS ARE REQUIRED ON ALL RISERS SUBJECT TO DAMAGE THAT ARE ADJACENT TO HARDSCAPES OR IN HIGH TRAFFIC AREAS OF TURFGRASS. L 3.0 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING . AREA "AS BUil T" CONTROLLER -----... LEADER POINTS TO VALVE SYMBOL Al ROTORS 21 IS' REiiVIE~D BY: _ {1 f'-(1--e¾ lZ.-'1°•1'1 INSPECTO DA TE VALVE DISCHARGE-~ (GALLONS PER MINUTE) STATION HEAD TYPE VALVE SIZE CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 14 7 PLANNING DIVISION SHEETS 1----t--+----------------1----+--+----1---1 LANDSCAPE IRRIGATION PLAN FOR: IONIS FITNESS CENTER DEVELOPERS NAME: ~B=IO=M=E=D~RE=A~L~lY~-------,.---+---+-----------------+---+---+---+----1 ADDRESS: 17190 BERNARDO CENTER DRIVE APPROVED I SAN DIEGO CA 92128 TELEPHONE: 858.485.9840 11/07/17 OH AS-BUILT DATE PLAN PREPARED: .=.07'-'/c.=Oc:5.,_/-'-'16,__ _____ _ BY: NERI LANDSCAPE ARCHITECTURE DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DA TE INITIAL OlHER APPROVAL DATE PLANNING OR\\tf BY: OH INITIAL CITY APPROVAL CHQ(I) BY: PROJECT NO. SOP 16-09 DRAWING NO. 493-5L IRRIGATION EQUIPMENT LEGEND SYMBOL DESCRIPTION MANUFACTURER/MODEL REMARKS /\ AUTOMATIC IRRIGATION EXISTING EXISTING WALL MOUNTED OUTDOOR CONTROLLER ASSEMBLY /C\ 1-,,,.,..,;;, CONTROLLER (1-48 STA.) RAINMASTER 'EAGLE-I' # SA 17-RM3-24+24/5YR/FSFV-200P/PMR TEMPORARY CONSTRUCTION ---TEMPORARY CONSTRUCTION 1" WATER METER WITH A 1" BACKFLOW PREVENTER ~ IRRIGATION WATER METER WITH PRESSURE REGULATOR CONNECTED TO EXISTING FIRE HYDRANT UNTIL A & BACKFLOW PREVENTER CROSS CONNECTION TEST CAN BE DONE WHEN ALL OF THE NEW/ CHANGED IRRIGATION SYSTEM IS INSTALLED & APPROVED BY CMWD & DEH * TEMPORARY IRRIGATION POINT OF ---CONNECT TO EXISTING FIRE HYDRANT UNTIL A CROSS CONNECTION TEST CONNECTION AT FIRE HYDRANT CAN BE DONE & APPROVED BY CMWD & DEH FOR NEW VALVES ** ULTIMATE POINT OF CONNECTION ---FINAL CONNECTIONS TO EXISTING RECYCLED WATER MAINLINE ARE TO BE FOR NEW VALVES PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEH ~ REMOTE CONTROL VALVE RAINBIRD PGA SERIES WITH INSTALL IN VALVE BOX (2 VALVES MAX. PER BOX) & REGULATOR/ FILTER AGRIFIM MODEL #YSVS075 & ASSEMBLY SENNIGER 30 PSI PRESET REGULATOR ~ EXISTING REMOTE CONTROL VALVE EXISTING CONVERT EXISTING A44 EXISTING BV EB MANIFOLD ISOLATION VAf..VE (EXISTING) EXISTING --- 0 QUICK COUPLER VALVE EXISTING " -- ,,.--.... SUB-SURFACE DRIPLINE AROUND HUNTER: PLD-06 CONTRACTOR TO ASSEMBLE IN FIELD PER DETAIL I \ I 0 I TREE -DOUBLE RING EMITTERS: 0.6 GPH@ 18" O.C. \ I , .... _ ... I FITTINGS: PLD INSERT FITTINGS PURPLE TUBING i= -=i SU-SURFACE DRIP FLEECE HUNTER: ECO-MAT 17 MM FACTORY INSTALLED EMITTERS@ 12" O.C, 14" ROW SPACING, -~ _TURF -IRRIGATION MAT EMITTERS: 0.60 GPH 12" INSTALLATION DEPTH FOR SHRUB AREAS; \::: AREAS c:J FITTINGS: FLEECE-WRAPPED PLD TUBING 4" INSTALLATION DEPTH FOR TURF AREAS. PP•:'<.• ;i••=i AND FITTINGS INSTALL SOIL STAPLES EVERY 8' O.C. :a::·:·,,::i!SMEWEL.-.· :: :-"•::. 32" WIDTH, MAX. RUN LENGTH 230' 1±,;. ,,,..',¼•• '"J IF DRIP LINE IS NOT PURPLE, IT IS TO BE MARKED EVERY 10 FEET WITH RECYCLED ~ .--.. :c:i WATER STICKERS . ~. ll!ioRFl:TAAru:m. PER THE STATE MWELO & CITY OF CARLSBAD LANDSCAPE MANUAL: ~"~"~ SWING JOINTS OR OTHER RISER PROTECTION COMPONENTS ARE REQUIRED ON ALL RISERS SUBJECT TO DAMAGE THAT ARE ADJACENT TO HARDSCAPES OR IN HIGH TRAFFIC AREAS OF TURFGRASS. @) AIR VACUUM RELIEF VALVE HUNTER PLD-AVR INSTALL AT THE HIGHEST POINT OF EACH INDIVIDUAL VALVE ZONE I> FLUSH VALVE ASSEMBLY TORO DL2000 SERIES #FCH-H INSTALL AT THEHYDRAULIC CENTER POINT OF EACH INDIVIDUAL VALVE CD DRIP OPERATION INDICATOR TORO DL MP9 INSTALL AT THE FLUSH END OF SYSTEM ---MAINLINE (PRESSURE) PIPE EXISTING EXISTING 2" CLASS 315 IRRIGATION MAINLINE PIPE SEE DETAIL KIL-3.2 FOR POTABLE MAINLINE CROSSING AND POTABLE SERVICE LINE CROSSING DETAILS LATERAL LINE PIPE PACIFIC WESTERN PIPER OR CLASS 200 FOR ALL LATERAL LINES (NO 112" PIPE) EQUAL, PURPLE PIPE PACIFIC WESTERN PIPE OR EQUAL, SCH 80 UNDER ROADS MINIMUM 36" COVER, SCH 40 UNDER WALKS PVC SLEEVE ------MINIMUM 18" COVER. 2X DIAMETER OF SLEEVED PIPE, 2" MINIMUM ------SCH 80, SCH 40 PURPLE PIPE NO SYMBOL CONTROL WIRE DIRECT BURIAL WIRE EXISTING NO SYMBOL VALVE BOXES CARSON -PURPLE RCV: 16"x10", GATE, GLOBE, BALL VALVES: 8 3/4" DIA. [E.8] IRRIGATION WIRE PULL BOX ------... DO NOT DRINK SIGN ---INSTALL PER PLAN PRESSURE LOSS CALCULATIONS A. Record Site Information 1. Static pressure at water source (reclaimed main): 2. Elevation at water source (main): 3. Existing Water meter (size): 4. Service line size (main to meter): 5. Service line type: 6. Distribution line size (meter to backflow prevention device): 7. Distribution line type: B. Calculate Static Pressure at the POC 8. Static pressure at water source (from line 1 ): 9. Elevation at water source (from line 2): 10. Elevation at the POC: 11. Net elevation change (positive or negative) source to POC: 12. Pressure change resulting from change in elevation (1 x 0.433) 13. Static pressure at POC (123.96 -0.43) C. Determine Design Capacity Factor 14. Pressure loss through the water meter Restriction PSI loss not to exceed 10% of available PSI at the source {from line 1) ___ 95 ___ PSI ____ '!_33 __ FEET ___ 2 _ INCH(ES) _ 2_ _ INCH(ES) __ K cu___ PIPE ____ 2__ ___ INCH(ES) K cu PIPE 95___ PSI __ 433 __ FEET _ 4~4 ___ PSI _ +1 ____ FEET __ -0.43 ..... PSI 94.57 .... PSI 14a. Max PSI loss allowed . __ 9,5___ PSI 14b. 15. Volume through the water meter 16. Volume through the service line (main to meter) 17. Design Capacity Total Non-Pressure Line Losses Fittings (15% of pipe loss): Control Valve: Gate Valve: Master Valve: Backflow Preventer: Water Meter: Max GPMs allowed ____ 1_10 ___ GPM for PSI loss Not to exceed 75% of maximum safe flow __ J20 ___ GPM of the meter. Velocity not to exceed 7 FPS ______ 65.. .... GPM (feet per second) Lowest of these three values (Lines 14b, 15 and 16) _____ J3JL_____ G PM _ _7_,_Qp_.9__ .. ,,,_ 1.06 __ ---1.5 ______ _ ---.07 ·-·-___ .oo ___ _ __ J3.0 __ _ ___ 1.9 __ _ Loss or Gain due to elevation change 454' -433' = 21' x .433: _. _9.Q9 __ -~33.68 __ , TOTAL PRESSURE LOSS UPSTREAM FROM LATERAL: TOTAL PRESSURE LOSS AT "WORST CASE" HEAD -VALVE A45 •. ,.40.74 ..• , AVAILABLE PRESSURE AT "WORST CASE" HEAD (94.57 PSI -40.74 PSI)= 53.83 PSI DESIRED PSI AT LAST HEAD __ 3.QJ'§L DETAIL --- --- --- --- A,B/L3.2 --- --- --- D/L3.3 A,B,C/L3.3 E/L3.3 H/L3.3 G/L3.3 K/L3.2 C,D/ L3.2 DI L3.2 --- --- --- I/L3.2 _j_ -__ i\ ESTIMATED TOTAL WATER USE (ETWU) BY HYDROZONE ESTIMATED TOTAL WATER USE (ETWU) = ETo x 0.62 x ETAF x HA WHERE: ETo = EVAPOTRANSPIRATION = 47 0.62 = CONVERSION FACTOR ETAF = ET ADJUSTMENT FACTOR= PF/ IE HA= HYDROZONE AREA (SF) PF= PLANT FACTOR (VERY LOW WATER (VLW) USE= 0-0.1, LOW WATER(LW) USE= 0.1 -0.3, MEDIUM WATER(MW) USE= 0.4 -0.6, HIGH WATER(HW) USE= 0.7 -1.0) IE= IRRIGATION EFFICIENCY (DRIP= 0.81, SPRAY= 0.75) AVERAGE ETAF1 = TOTAL (ETAF x HA)/ TOTAL HA, 1AVERAGE ETAF FOR REGULAR LANDSCAPE AREAS SHALL BE MAX. 0.55 FOR RESIDENTIAL AND MAX 0.45 FOR NON-RESIDENTIAL CONTROLLER HYDROZONE# (VALVE#) REGULAR LANDSCAPE AREAS PLANT TYPE PLANT FACTOR (PF) IRRIGATION METHOD IRRIGATION EFFICIENCY (IE) ETAF HYDROZONE AREA (HA), IN S.F. ETAFxHA -------------I ----~------------------~---- SPECIAL LANDSCAPE AREAS A44 MW TURF ' --0 :_-DRIP REGULAR LANDSCAPE AREA TOTAL AVERAGE ETAF1 ,-----i -------- ' 2,465 I N/A . ----------.. 1<---------c--------------. --- A45 LW SHRUBS/ ,_ G~OUNDCO\/ER --~ -----_____ , ___ -- ALL LANDSCAPE AREAS I I 7,249 ' --------· -- SPECIALLAND-SC_A ___ P_E __ A_R_EA-TO---T-A_L_j_ ---9,722 9,714 ESTIMATED TOTAL WATER USE (ETWU) ___________ .,_ MAXIMUM APPLIED WATER ALLOWANCE (MAWA) ETWU<MAWA -, ' ' ETWU, IN GAL PER YEAR 85,584 --------- 197.715 -------- -------------- 283, 299.08 283,299 283,299 YES WATER EFFICIENT LANDSCAPE ORDINANCE CERTIFICATION STATEMENT I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINE IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. JAMES P. NERI DATE NERI LANDSCAPE ARCHITECTURE LICENSED LANDSCAPE ARCHITECT, RLA#3321 MAXIMUM APPLIED WATER ALLOWANCE (MAWA) MAXIMUM APPLIED WATER ALLOWANCE (MAWA) = ETo x 0.62 x [(ETAF x LA)+ ((1 -ETAF) x SLA)] WHERE: ETo = EVAPOTRANSPIRATION = 47 ETAF = ET ADJUSTMENT FACTOR= 0.55 FOR RESIDENTIAL, 0.45 FOR NON-RESIDENTIAL LA = TOTAL LANDSCAPE AREA (SF) = 9,722 SLA = SPECIAL LANDSCAPE AREA (SF)= 9,722 MAWA = 47 x 0.62 x [(0.45 x 9,722) + ((1 -0.45) x 9,722)] = 283,299 GAL/YR WATER CONSERVATION LEGEND PROPOSED LANDSCAPE AREAS TO BE IRRIGATED WITH RECYCLED WATER L 3.1 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUILT" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 8 CITY OF CARLSBAD PLANNING DIVISION 14 SHEETS I----+----+---------------------+------+---+------+----, LANDSCAPE IRRIGATION SCHEDULE & NOTES FOR: DEVELOPERS NAME: =B~IO=M=E=D~R~E~A=L~TY~------ ADDRESS: 17190 BERNARDO CENTER DRIVE SAN DIEGO, CA 92128 TELEPHONE: 858.485.9840 DATE PLAN PREPARED: ~07~/~0~5~/~16~------ BY: NERI LANDSCAPE ARCHITECTURE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL IONIS FITNESS CENTER APPROVED Jt',, :;., G &.-_ r,{\ ..,,-t\-~-\-h., PLANNING DATE DRWN BY: OH PROJECT NO. DRAWING NO. CHCKD BY: JN SDP 16-09 493-5L 1 B/C 13 12 F.G. 5 6 18" 1. REMOTE OR MASTER CONTOL VAL VE. 2. WATERPROOF WIRE SPLICE. 3. VALVE BOX. 4. CONTROL WIRES; BUNDLE AND TAPE (WI 4 FEET MIN. EXTRA WIRE). 5. PVC SCH 80 NIPPLE (TOE) L.A.R. 6. PVC SCH 40 45' ELL (TYP 4X). NOTES: 2 1 4 18" MCV 12" RCV 2" 9 7. PVC PRESSURE PIPE. 8. PVC NON-PRESSURE PIPE FOR RCV, PVC PRESSURE PIPE FOR MCV. 9. BRICK OR CONCRETE SUPPORTS. 10. PEA GRAVEL SUMP, 3" DEEP MIN. 11. UNDISTURBED/ COMPACTED SUBGRADE. 12. FLUSH IN TURF, 1" IN GROUNDCOVER. A. VALVE BOX LID SHALL BE BRANDED TO IDENTIFY VALVE. B. CONTRACTOR SHALL INCLUDE A CHRISTY'S IRRIGATION I.D. (OAE) TAG ATTACHED TO VALVE BONNET BOLT. TAG SHALL INDICATE CONTROLLER AND STATION NUMBER. C. RECYCLED WATER WARNING TAG, IF REQUIRED REMOTE CONTROL VAL VE SECTION ~ THRUST BLOCK CAP NOTES: NOT TO SCALE :If-'" ,,-~ JI . 1--f-~ 11 ~II 1. ALL PRESSURE PIPE TO BE INSTALLED ACCORDING TO THESE DETAILS UNLESS OTHERWISE NOTED OR DETAILED. 2. THE PORTLAND CEMENT USED FOR CONCRETE THRUST BLOCKS SHALL BE 420-C-2000 CEMENT. 3. FOLLOW DIRECTION INDICATED BY ARROW. 4. ALL CHANGES IN DIRECTION OF PIPE SHALL HAVE CONCRETE THRUST BLOCK. 10,--- 1-150 MESH FILTER -6/D FLOW 11 5 A 1/B 4 I I 6"/B I TI\11 811-111=111 =I -=11811 =111=111 6-17"x18" VALVE BOX 12" 2-PRESSURE REGULATOR 7-PVC NON-PRESSURE PIPE-1" MIN. 3-DURA 329-011 WI 08303-131 M 4-DURA 329-011 WITH 1"x3/4" MXT BUSHING 5-DURA 329-010 WI 08303-131 AND 08303-131 WI 1"x314" MXT BUSHING 8-FLUSH IN TURF. 1" IN GROUND COVER. 9-BRICK SUPPORT -1 AT EACH CORNER 10-UNDSTURBED OR COMPACTED SUBGRADE 11-PEA GRAVEL SUMP 3" DEEP. NOTE: A CONTRACTOR SHALL INCLUDE A CHRISTY'S IRRIGATION I.D. TAG. ATTACH TAG WITH PLASTIC TIE TO FILTER INLET. TAG SHALL INDICATE CONTROLLER AND STATION NUMBER. INCLUDE R.W. WARNING B. ARRANGE FILTER FOR DISASSEMBLY & MAINTENENCE ACCESS. C. AGRIFIM MODEL# YSVS075 WITH 150 MESH ST. STL. SCREEN INSERT. D. VALVE BOX TO BE PURPLE COLOR E. FOR FLOWS TO 4 G.P.M. USE 3/4" PMR-20LF, 5-10 G.P.M. USE 3/4" PNR-20MF; FLOWS 10-32 GPM USE 1-1/2" PRE-20-HF. B PRESET PRESSURE REGULATOR WITH FILTER SECTION -FOR DRIP IRRIGATION 1 (USE APPROVED WIRE CONNECTOR-THIS STYLE) 1. PLUG. 2. CRIMP SLEEVE. 3. BODY. 4. WIRES. ASSEMBLY INSTRUCTIONS 3 A. INSERT WIRES THROUGH HOLES IN BASE OF BODY. B. JOIN WIRES TOGETHER AND APPLY CRIMP SLEEVE. C. DRAW WIRES BACK INTO BODY. NOTTO SCALE 4 D. FILL CAP TO BRIM WITH SEALANT AND ALSO APPLY SEALER TO OUTSIDE OF PLUG. E. INVERT BODY AND INSERT PLUG INTO BODY UNTIL IT SNAPS TIGHT. F. BE CERTAIN SEALANT HAS FORMED INTO ALL HOLES IN BODY. G .. SEALANT MUST BE VISIBLE OUTSIDE OF PLUG TO PASS INSPECTION. ~ii F.G. =1 --=1 --- 6/A ---~ -. ,-,--, .- 1-PVC NON-PRESSURE PIS>EUNDISTURBED SOIL 2-PVC PRESSURE PIPE 6-IMPROVED BACKFILL WHERE REQUIRED 3-CONTROL WIRE BUNDLE 7-MINIMUM DISTANCE FROM HARDSCAPE 4-APPROVED BACKFILL 8-POLYETHYLENE TUBING 9-FLOW SENSOR CABLE IN CONDUIT (WHERE OCCURS) 10· RW WARNING TAPE NOTE: A. TRENCH BOTTOM TO BE FIRM, STABLE AND SMOOTH TO SUPPORT PIPE EVENLY. SUITABLE BEDDING BACKFILL MAY BE NEEDED TO PROVIDE THIS REQUIREMENT. B. THERE SHALL BE NO STONES OR OTHER HARD OBJECTS LARGER THAN 1/2" DIAMETER. C. PIPE AND WIRE TO BE INSTALLED IN SLEEVES UNDER ALL PAVING AND EXTEND 12" PAST EDGE OF PAVING. SLEEVES TO BE: 30"TO 36" COVER UNDER ROADS AND DRIVES 18" TO 24" COVER UNDER WALKS D. PIPE SHALL BE PURPLE IN COLOR © TRENCHING SECTION 5 F. 3 l 2 1 4 NOT TD SCALE 1. ELECTRICAL CONDUIT -2X WIRE BUNDLE DIAMETER. 5. FLUSH IN TURF: 1" IN GROUND COVER. 2. CONTROL WIRE. 3. WATER PROOF WIRE CONNECTORS OR EXPANSION LOOPS (LABEL WIRES WITH CONTROLLER AND STATION#). 4. 18" MINIMUM (SEE SPECS. AND TRENCH DETAIL). NOTE: 6. BRICK SUPPORT (1-EA. CORNER) 7. 3" DEEP PEA GRAVEL SUMP. 8. UNDISTURBED OR COMPACTED SUB-GRADE. 9. 12" x 18" VALVE BOX W/ EXTENSION. A. TO BE INSTALLED AT ENDS OF ALL WIRE SLEEVES RUNNING 20 FT. AND LONGER. D 6" Ml. 3" 1. REMOVE AND REPLACE 3" ASPHALT 2. 90% CLEAN BACKFILL AS REQUIRED (REFER TO ENGINEER FOR SPECIFIC MATERIAL AND COMPACTION REQUIREMENTS. 3. SOIL SEPARATOR. NOTES: ~---1 6 4. CLEAN PLASTER SAND. 5. PRESSURE MAIN LINE W / SLEEVE. 6. LOW VOLTAGE CONTROL WIRES, SLEEVE SIZE AS REQUIRED. 7. LATERAL LINE WITH SLEEVE. 8. RW WARNING TAPE -TWO PLACES (TOP OF PIPE AND 12" ABOVE PIPE) A. ALL SLEEVES UNDER WALKWAYS TO BE PVC SCH 40 PIPE, ALL SLEEVES UNDER ROADS TO BE PVC SCH 80 PIPE. B. ALL SLEEVES TO BE SIZED TWICE THE DIA. OF THE PIPE (2" MIN.) C. ALL SLEEVES TO RUN A MIN. OF 12" BEYOND HARDSCAPE EDGES. TRENCHING UNDER PAVING SECTION 18" f,, i I In Order to IAnser Water. .. RECYCL WATER IN USE iio ~ DO NOT ,€2~,1' DRINK +--=,:~~~'=:'cc,"=""='~'i'-"=' ~~ 1" 12" 0 . ' . . .,-- NOT TO SCALE BLACK LETTERS, 2" HIGH .032 ALUMINUM PURPLE BACKGROUND BLACK LOGO (2) 3/8" x 4 1/2" GALV. CARRIAGE BOLTS WITH NUT AND WASHER' BLACK LETTERS, 1" HIGH. 4"x4" DIRECT BURIAL TREATED FIR POST PER CITY OF CARLSBAD STANDARD DWG. M-9 .,--FINISH GRADE ~-CONCRETE FOOTING _,----3/4" CRUSHED ROCK, 3" DEEP * DRILL AND BOL THROUGH '0" IN "CONSERVE" AND CENTER OF CIRCLE. DEFORM END THREADS AFTER TIGHTENING J F THRUST BLOCKS FOR PRESSURE PIPING PLAN NOTTO SCALE @_W.:..:.:.:..IR=E:...cC::..:O:....:.N.:..:..N=E--=C--'-T-"-Oc...:R.c:..S _________ _ SECTION NOT TO SCALE ® WIRE PULL BOX SECTION CD 'DO NOT DRINK' SIGN NOT TO SCALE SECTION -NO SCALE TABLE SERVICE LINE OROSSl!'NG POTABLE MAINLINE CROSSING ®1 ....'....PO:::.T.:.:A...::B:::L:=E:...:S:::E=:.R.:.:V:...:.I C=E-=L:.:.I N.:.::E:..:&=-:..::M::..:A::..:.I N.:..:L:..:..:I N..:.:E=-..:C...:..R.:..:O:..:S:..:S..:.:I N...:..G ____ ~=-::-:-:-::- sEcT10N NOT TO SCALE LA NERI LANDSCAPE ARCHITECTURE 928 HORNBLEND STREET, SUITE # 3 SAN DIEGO, CA 921 09 858/274·3222 WWW.NERILA.COM ExP.lrotion Date: 6 /30 /17 DEVELOPERS NAME: BIOMED REAL TY ADDRESS: 17190 BERNARDO CENTER DRIVE SAN DIEGO, CA 92128 TELEPHONE: 858.485.9840 DATE PLAN PREPARED: 07 /05/16 DATE INITIAL DATE INITIAL REVISION DESCRIPTION BY: NERI LANDSCAPE ARCHITECTURE ENGINEER OF WORK OTHER APPROVAL 4 I • , • • 9• t • 12" I I ~ ' " 1' '-1 11 --1 3--1<: 1 o A ; L .... 12'1 ~ ~12·, u 112'j 1. JUMBO RECTANGULAR VALVE BOX 20"x14". MAX 4 VALVES PER VALVE BOX. 2. STANDARD RECTANGULAR VALVE BOX 17"x12". MAX 3 VALVES PER VALVE BOX. 3. ROUND VALVE BOX 10" DIA. MAX 1 VALVE PER VALVE BOX 4. PVC PRESSURE PIPE-MAINLINE 5. PVC PRESSURE PIPE-MANIFOLD. 6. PVC NON-PRESSURE PIPE-LATERAL NOTES: 7. PVC SCH 80 TEE-SSS OR EL-SS ON MAINLINE. 8. PVC SCH 80 TEE-SSS OR EL-SS ON MANIFOLD 9. EDGE OF AREA. CURB WALK OR WALL. 10. RCV ASSEMBLY WITH DURA MANIFOLD FITTINGS-SEE OTHER DETAILS. 11. RCV MANIFOLD ISOLATION VALVE- WITH "DO NOT DRINK" TAG ON LID. A. CONTROL VALVES SHALL BE INSTALLED TO ALLOW ORDERLY ARRANGEMENT OF VALVE BOXES. B. LOCATE VALVE ASSEMBLES IN SHRUB OR GROUNDCOVER AREAS WHEN POSSIBLE. C. LOCATION OF VALVE ASSEMBLIES SHALL BE STAKED FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. D. CENTER VALVE BOXES OVER VALVE ASSEMBLY TO FACILITATE ACCESS AND MAINTENANCE. E. SET VALVE BOXES AT EQUAL ELEVATIONS WITH TOP AT FINISH GRADE IN TURF AREAS OR ABOVE FINISH GRADE IN SHRUB/GROUNDCOVER AREAS. F. VALVE BOXES SHALL BE SET PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE OF AREA. G. DO NOT DEFORM OR COLLAPSE VALVE BOX BY EXCESSIVE SOIL COMPACTION AROUND VALVE BOX. H. SEE ALSO INDIVIDUAL VALVE DETAILS. VALVE MANIFOLD AND VALVE BOX ORIENTATION PLAN ffi 0 0 ® © 0 MAINLINE BALL VALVE WITH 1/4" FEMALE THREAD NOTTO SCALE PVC SCH. 40 SOLVENT WELD FITTINGS 3/8" DIA. PEA GRAVEL SUMP (MIN. 1/2 CU. FT.) BRICK SUPPORTS ON COMPACTED UNDISTURBED SUBGRADE (MIN. OF FOUR PER BOX) PURPLE COLOR VALVE BOX AND LID (SEE SPECIFICATIONS) PRESSURE REGULATING VALVE RECYCLED WATER IRRIGATION CROSS CONNECTION TEST STATION SECTION -NO SCALE L 3.2 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 14 9 PLANNING DIVISION SHEETS LANDSCAPE IRRIGATION DETAILS FOR: IONIS FITNESS CENTER APPROVED l~v q. t)\...,,r\f -=t"-1-llc PLANNING DATE ORWN BY, OH PROJECT NO. DRAWING NO. DATE INITIAL CITY APPROVAL CHCKO BY, JN SDP 16-09 493-5L :r: 1-(!) z w ....I ::. ::::, ::. i "' gJ ~---ICZ DRIP CONTROL ZONE KIT, SIZE PER PLAN, ( 1" KIT SHOWN) ~---PVC/ TUBING CONNECTION PVC SUPPLY HEADER, SIZE AS REQUIRED, SEE PLANS --PLO-TEE, 17mm BARB X BARB X BARB TEE FITTING PLD-BV, 17mm BARBED SHUT-OFF/ FLUSH VALVE r 17mm PLD BLANK TUBING AS DISCHARGE HEADER PER THE STATE MWELO & CITY OF CARLSBAD LANDSCAPE MANUAL: SWING JOINTS OR OTHER RISER PROTECTION COMPONENTS ARE REQUIRED ON ALL RISERS SUBJECT TO DAMAGE THAT ARE ADJACENT TO HARDSCAPES OR IN HIGH TRAFFIC AREAS OF TURFGRASS. DRIP LINE NOTE: IF DRIP LINE IS NOT PURPLE, IT IS TO BE MARKED EVERY 10 FEET WITH RECYCLED WATER STICKERS ~--------------SOD STAKE INSTALLED 8 FT ON CENTER OVER TUBING 13.75" ~--------TURFGRASS,GROUND COVERS OR SHRUBS, SEE PLANTING PLANS 4" 13.75" ECO MAT INSTALLATION DEPTH (D): TURF AREAS: 4" SHRUB AREAS: 12" PER THE STATE MWELO & CITY OF CARLSBAD LANDSCAPE MANUAL: SWING JOINTS OR OTHER RISER PROTECTION COMPONENTS ARE REQUIRED ON ALL RISERS SUBJECT TO DAMAGE THAT ARE ADJACENT TO HARDSCAPES OR IN HIGH TRAFFIC AREAS OF TURFGRASS. D1 OVERLAP ECO MAT OVER CONNECTION AND TO EDGE O_F PLANTED AND IRRIGATED AREA ~---PLD-ELB, 17mm BARB X BARB 90 DEGREE ELL TURF GRASS, GROUND COVERS OR SHRUBS, SEE PLANTING PLANS FINISHED GRADE AMENDED SOIL =i=-n-, ECO MAT SUBSURFACE 1/..'«'v< « IRRIGATION MAT WITH 17mm ';,,~~~'0 >/,'0,'0,'0,'0,'0,'0,'0,v DRIP LINE TUBING WRAPPED ~~~ ~~~~~~~~'85 IN POLYPROPYLENE FLEECE D2 ~~~~ ~~~~~~~~~ /(¼Z¼Z¼< ~¼Z¼Z¼Z¼Z¼Z¼Z¼Z~ /~~~ ~¾~~~~~+?7~-PLD-075, 17mm BARB X ~~'v,~'v< ~»~~~~~ 3/4" MIPT ADAPTER, W/ 8" ECO MAT INSTALLATION DEPTH (D1): TURF AREAS: 4" SHRUB AREAS: 12" OF BLANK PLD TUBING '-----PVC SST TEE FITTING, LATERAL SIZE X 3/4" PER THE STATE MWELO & CITY OF CARLSBAD LANDSCAPE MANUAL: SWING JOINTS OR OTHER RISER PROTECTION COMPONENTS ARE REQUIRED ON ALL RISERS SUBJECT TO DAMAGE THAT ARE ADJACENT TO HARDSCAPES OR IN HIGH TRAFFIC AREAS OF TURFGRASS. ECO-MAT CONNECTION WHERE TREES ARE INSTALLED IN CUTOUTS, OMIT OUTER RING OF DRIP TUBING 6 DRIP LINE NOTE: IF DRIP LINE IS NOT PURPLE, IT IS TO BE MARKED EVERY 10 FEET WITH RECYCLED WATER STICKERS 1 5 5 9 10 2 3 4 8 / 1/ \ 18" ' '\ • I 7 DRIPLINE AROUND TREE CONNECTED TO LATERAL 1, PVC LATERAL FROM DRIPLINE ASSEMBLY OR DRIPLINE LATERAL 2, PVC OR DRIPLINE INSERT FITTING 3. BLANK DRIPLINE TUBING (LENGTH AS NECESSARY) 4. DRIPLINE INSERT CROSS FITTING 5. DRIPLINE TUBING 11 6. DRIP EMITTER, SPACING PER IRRIGATION SCHEDULE 7. BLANK DRIPLINE TUBING 8. DRIPLINE INSERT TEE FITTING 9. EDGE OF ROOTBALL 10. TREE TRUNK 11. TIE-DOWN STAKE (MAX SPACING 36" ALONG DRIPLINE AND AT ALL BRANCHES OF FITTINGS) 12. MAIN DRIP LAYOUT -SEE DETAIL B, SHEET L-203 FOR MORE INFORMATION ® ECO-MAT PLAN A,_....,s=E~cT=1o~N-----------------~N~O~T~T~o~s~cA~L=E--------- @ !=CO-MAT SECTION SECTION NOTTO SCALE SECTION NOTTO SCALE @ SUB-SURFACE DRIPLINE AROUND TREE D-PL~A~N----------------------- ,...,...""....,..;,l('--Jl!,...---------!/~~+---<CD ~----<0 '------/3 ~~--+~M+::::__-----f 4 i----tl±±±,-.-,,!c ___ -< 5 1-M-<-'-""'+-----{6 i-------tt=t+tc-----{7 ~---(8 =11·;_.\",_ 9 -' . ' ,. ·. ' . '•' .. . 1---... m---~~10 -111-111-11 11 1_ :-\3' =ill=llll::;;=~1-~~rc--------\;11 ::i. =111:- '--'---n=-rr-~--'1 I 111=--i11=111=111 1 11 - 1, 1" ABOVE FINISH GRADE. 2. NATIVE SOIL PER SPECIFICATIONS. 3. FINISH GRADE. 4. TORO DL2000 AIRNACUUM RELIEF VALVE (YD-500-34). 5. 112" PVC COUPLING (TxT). 6. 6" ROUND PLASTIC VALVE BOX . HEAT BRAND "AR" ON LID IN 1" HIGH CHARACTERS. PURPLE COLOR NOTES: 7. 1/2" SCH 80 PVC NIPPLE (LENGTH AS REQUIRED). 8, BRICK SUPPORTS (2 COMMON BRICKS REQUIRED). 9. PEA GRAVEL SUMP (6" DEEP). 10. PVC ELL (SxT) WITH 1/2" THREADED OUTLET. 11. PVC PIPING. 1. USE ONE AIR/RELIEF VALVE FOR EVERY 7 GPM PER ZONE. DRIP -AIR/VACUUM RELIEF VALVE ON PVC ELL SECTION NOTTO SCALE F 1. FINISH GRADE. 2. DRIPLINE LATERAL. 6. PVC TEE (SxSxT) WITH 112" FPT OUTLET. 7. NATIVE SOIL BACKFILL PER 3. TORO LOC-EZE ELL (FEE16). SPECIFICATIONS. 4. TORO BLUE STRIPE POLY 8. 4". TUBING (EHD1645-XXX). 9. DEPTH OF PVC MANIFOLD 5. TORO LOC-EZE X 112" MPT PER SPECIFICATIONS. ADAPTER (FAM16). DRIP -MANIFOLD ELL CONNECTION SECTION \,.~NDSCAp <;) :.-----... -~ NOTTO SCALE LA NERI LANDSCAPE ARCHITECTURE 928 HORNElLEND SrREET, SUITE # 3 SAN DIEGO, CA 92109 858/274·3222 \NWW.NERIU.COM Expiration 1 1 Dote: 6 3QJ7 1 : I I I I I I I I I I I I I I I 11 111 111 111 111 -I 111111111 I 1. FINISH GRADE. 2. NATIVESOILBACKFILLPER 111-111 SPECIFICATIONS. 111 I 3. TORO DL2000 DRIPLINE 4. TORO DL2000 OPERATION INDICATOR (DL-MP9). USE ONE PER ZONE AND LOCATED AT FLUSH END OF ZONE. 5, 2"-3' ABOVE FINISH GRADE. 6. 4" I ~I I I 111 111 I 111 ~111111111 I 11 I 1111 5 -- 111 111 1 6 l--caa 111H-11 -~0 111 _ 111 ~/~------;~ ~·1· {. \)~1-1------,·t , \ I I 111~'-c'~-I I = Ill ~_11111111 I Ill I II -1111 Ill [ _I = 11 1 ~ 11 1 ~ ==I I 1- G f---D_R_IP_-_O_P_E_RA_T_IO_N_IN_D_I_C_AT_O_R _________ _ SECTION NOT TO SCALE 11 111 111' I i' 11 11 i' 11 II I I I ~ill :II:;:/·,. '•' ._· . l- :1 II I I I II 1. 1" ABOVE FINISH GRADE. 2. NATIVE SOIL PER SPECIFICATIONS. 3. FINISH GRADE. 4. TORO DL2000 FLUSH VALVE ~ = 2 I ill= 6. 314" SCH 80 PVC NIPPLE (LENGTH AS REQUIRED). 7. BRICK SUPPORTS (2 COMMON BRICKS REQUIRED). B. PEA GRAVEL SUMP (6" x 18"). (FCH-H-FIPT). 9. PVC ELL (SxT) WITH 314" THREADED OUTLET. 5. 6" ROUND PLASTIC VALVE BOX . HEAT BRAND "FV" ON 10. PVC PIPING. LID IN 1" HIGH CHARACTERS. NOTES: 1. USE ONE FLUSH VALVE FOR EVERY 7 GPM PER ZONE, LOCATE AT LOW POINTS. FLUSH PRESSURE IS 2 PSI. FLUSH RATE IS 0.8 GPM. H FLUSH VALVE ON PVC ELL SECTION NOTTO SCALE L 3.3 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 10 PLANNING DIVISION 14 SHEETS 1-----+--+----------------1---+---+---l-----l LANDSCAPE IRRIGATION DETAILS FOR: IONIS FITNESS CENTER DEVELOPERS NAME: =B~IO~M=ED~R=EA~L~T~Y ______ l-----+--+----------------1---+---+---l-----l ADDRESS: 17190 BERNARDO CENTER DRIVE SAN DIEGO, CA 92128 APPROVED l 4-t:l,\-,it 4'-1-lc.- TELEPHONE: 858.485.9840 PLANNING DATE DATE PLAN PREPARED: ~07~/~0~5~/1~6 _____ _ BY: NERI LANDSCAPE ARCHITECTURE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DRWN BY, OH PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CHCKD BY, JN SDP 16-09 493-5L THE PROPOSED DRIP IRRIGATION SYSTEM WILL BE CONTROLLED BY AN EXISTING WATER EFFICIENT DEVICE WEATHER-BASED CONTROLLER. IRRIGATION MAINTENANCE GUIDELINES BACKFLOW PREVENTER DEVICES ETo: 47 ( EAST OF EL CAMINO REAL PER CITY OF CARLSBAD LANDSCAPE MANUAL) CONTROLLERS (CONTINUED) BACKFLOW PREVENTER DEVICES ARE AN ESSENTlAL LINK IN THE IRRIGATION SYSTEM LOCATED BETWEEN A TIME OF DAY: WAlERSOURCEAND THE DISTRIBUTION SYSTEM. THESl:VALVES PREVENT NNWAlERAND AOOITIVES TO THAT READ THESE GUIDELINES CAREFULLY, STUDY THE "AS-BUil i" IRRIGATION PLAN, AND SCHEDULE THE CONTROLLER. MAINTENANCE TIMETABLE SUPPLY FROM REENTERING THE MAIN WAlER SUPPLY • WATER ONLY BETWEEN 6 PM AND 10 AM, EVERY OTHER DAY. SET SPRINKLERS TO RUN NO MORE THAN EIGHT MINUTES PER STATION. . MONITOR THE SOIL (SEE BaOW) REGULARLY TO ADJUST THE SCHEDULING AS NEEDED, AND RESET THE CONTROLLER 1, REVIEW OF THE CONTROLLER SHOULD BE PERFORMED I TIME EACH MOt/TH. REPAIR AND ' SPLIT THIS TIME TO FOUR MINUTES IN THE MORNING AND FOUR IN THE EVENING TO AVOID RUN OFF. EACH SEASON AS REQUIRED BY THE PLANT ASSOCIATIONS FOUND IN EACH ZONE. IT IS HOPED THAT THE USE OF MAINTENANCE RECOMMENDA110NS THESE GUIDalNES WLL ENCOURAGE WATER CONSERVATION AND WILL IMPROVE THE HEAL TH OF THE PLANTS IN THE REPLACE AS NEEDED, AVERAGE LIFE EXPECTANCY FOR IRRIGATION CONTROLLERS IS 7 TO 10 LANDSCAPE. YEARS. 1, PERIODICALLY CLEAN AND CHECK ALL OF THE BACKFLOW PREVENTER$ FOR LEAKS OR DAMAGE. IRRIGATION CONTROLLER RUN TIMES SCHEDULE-PLANT ESTABLISHMENT PERIOD 2. TIMER ADJUSTMENTS SHOULD BE MADE 2 TIMES A YEAR (APRIL AND OCTOBER) TO 2. SCHEDULE AND CONDUCT PERIODIC CHECKS OFTHE BACK FLOW PREVENTER VALVES TO VERIFY PROPER CORRESPOND W1TH TIME CHANGES AND AS NEEDED IN RESPCNSI: TO SEASONAL DEMANDS FOR FUNCTIONING. EXERCISE THE VALVE REGULARLY AND REPAIR AND REPLACE PARTS AS NEEDED. SEASON CHANGES WATER. 3. CLEAN THE "Y" STRAINERS REGULARLY. THESE GUIDELINES ASSUME THE CARLSBAD YEARLY AVERAGE RAINFALL OF ABOUT 2" PER YEAR, ALL FALLING 3. INSPECTION AND PRESSURE CHECK OF THE IRRIGATION SYSTEM'S CONTROL VALVES AND 4. CONDUCT THE REQUIRED TESTS OF EACH BACK FLOW DEVICE BY A CERTIRED BACK FLOW TECHNICIAN. BETWEEN DECEMBER AND MARCH. SCHEDULES ALSO ASSUME THE FOLLOWING JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL/AVG AVERAGE TEMPERATURE RANGES: CONNECTIONS SHOULD BE PERFOl1MED ON A MONTHLY BASIS. 5. PERIODIC CHECKS, REPAIRS AND REPLACEMENTS CAN BE PERFORMED BY A LICENSED C-27 LANDSCAPING CONTROLLER ETo / MONTH (INCHES: 2.10 3.40 5.10 5.30 5.70 5.60 4.30 3.60 2.40 2.00 47.0 4. AN ANNUAL REVIEW OF THE ENTIRE IRRIGATION SYSTEM FOR EFACIENCY, COVERAGE AND MAINTENANCE CONTRACTOR. 2.40 4.60 CONDITJON BY A PROFESSIONAL LANOSCAPE CONSUL TANT IS HIGHLY RECOMMENDED. A JANUARY THROUGH MARCH 47~DEGREES ETo / DAY (INCHES): 0.07 0.09 0.11 0.15 0.16 0.18 0.18 0.18 0.14 0.12 0.08 0.06 APRIL THROLIGH JUNE 53-70 DEGREES SPRINKLER HEADS/ DRIP TUBINGS MAINTENANCE Tll,IET ABLE IRRIGATION DAYS/ WEEK: 4 4 4 4 4 4 4 4 4 4 JULY THROUGH SEPTEMBER 63-75 DEGREES 1. CLEAN AND CHECK THE BACKFLOW PRESENTERS FOR LEAKS OR DAMAGE 1 TIME PER MONTH. 4 4 OCTOBER THROUGH DECEMBER 47-72 DEGREES SPRINKLER HEADS/ DRIP TUBINGS FUNCTION AS THE WAlER DISTRIBl/llON PCINT FDR THE IRRIGATION SYSTEM. A 2. PERIODIC EXERCISE OF THE BACKFLOW PREVENTER VALVES SHOULD BE CONDUCTED EVERY 6 MONTHS. ALL WIDE VARIETY OF DESIGNS ARE AVAILABLE TO CUSTOM FIT SPECIFIC AREA APPLICATIONS. NECESSARY REPAIRS AND VALVE REPLACEMENTS ARE TO BE PERFORM IMMEDIATELY. PLANT/ IRRG TYPE AKc !Pr IE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC IF THE WEATHER DIFFERS MARKEDLY, THE SCHEDULING MUST BE ADJUSTED. EXISTING AUTOMATIC SENSOR HUNTER 3. CLEAN THE "Y' STRAINERS ANNUALLY. RAIN-ct.lK IS INSTALLED AT THE COOLING TOWER ROOM. THIS SENSOR HAS A SYSTEM THAT SHUTS THE IRRIGATION MAINTENANCE RECOMMENDAllONS 4. TESTING OF THE BACKFLOW DEVICES BY A CERTIFIED BACKFLOWTECHNICIAN SHOULD BE CONOUCTED RATE SYSTEM AS SOON AS IT STARTS RAINING. WHEN TEMPERATURES EXCEED 95 DEGREES. THE LANDSCAPE MAY NEED 1. MAINTAIN AND OPERATE THE IRRIGATION SYSTEM ON THE PROPERTY CONSISTENT WITH THE · ANNUALLY DURING THE ANNIVERSARY MONTH OF THE VALVES F\JLL OPERATION. 0.80 I 34 30 19 13 11 MIN/ DAY/ ZONE MORE WATER. MAWA. MED WATER TURF 0.77 0.81 11 14 18 25 27 29 24 SOHL MONITORING 2. MAINTAIN THE IRRIGATION SYSTEM TO MEET OR EXCEED AN IRRIGATION EFFICIENCY LANDSCAPE DRAINS WlTHDRIP NO. OF ZONES: 1 11 14 18 25 27 29 34 30 24 19 13 11 TOTAL MIN/ DAY NECESSARY TO MEETMAWA. IF UNSEASONAL WEATHER OCCURS, OR IF PLANTS APPEAR TO BE UNDER STRESS, OR SOILS TOO WET, CHECK THE 3. SCHEDULE AND CONDUCT FREQUENT SPRINKLER HEAD REVIEWS FOR FUNCTION AND LANDSCAPE DRAINS ARE LOCATED IN EACH PLANTER BOX TO CONTROL AND REMOVE EXCESS IRRIGATION AND ADJUSTMENT NEEOS. ALL SPRINKLER BODY OR NOZZLE/ DRIP TUBES REPLACEMENT SHALL BE LOWWATERSHRUBS & 0.15 I 0.77 0.81 7 9 11 16 17 19 21 19 15 12 8 7 MIN /DAY /ZONE AMOUNT OF MOISTURE IN THE TOP SIXTO NINE INCHES BY SIMPLY PROBING WITH A SAMPLING TUBE. SPADE OR CONSISTENT WITH THE EQUIPMENT ORIGINALLY SPECIRED IN THE CONSTRUCTION AND RAINWATER FLOWS. TROWEL UNLESS TENSIOMETERS ARE INSTALLED IN EVERY EXPOSURE OF THE PROJECT. THERE IS NO OTHER WAY TO BIO-PLANTS WITH DRIP NO. OF ZONES: 7 9 11 16 17 19 21 19 15 12 8 7 TOTAL MIN/DAY BE SURE THAT THE SPRINKLER SCHEDULE IS OPTIMUM. AS-BUILT DRAWINGS. WHERE SUBSTITUTIONS ARE MADE, THE MAINTENANCE CONTRACTOR 1 SHALL SUBMIT PERFORMANCE DATA FOR THE MATERIAL SUBSTITUTES TO VERIFY THAT THBR PERFORMANCE IS EQUAL TO THE EQUIPMENT ORIGINALLY SPECIFIED. MAINTENANCE RECOMMENDATIONS TIME OF DAY 4. ADJUST SPRINKLER HEAOS SO THAT BUILDINGS AND WAL~AYS ARE NOT BEING SOAKED OR MED WATER SHRUBS & 0.80 I 0.77 0.81 11 14 18 25 27 29 34 30 24 19 13 11 MIN I DAY/ ZONE FLOODED DURING THE SPRINKLING CYCLES. SPRINKLER HEADS AND RISERS SHOULD BE 1. SCHEDULE AND CONDUCT REVIEWS OF THE DRAINS TO MAKE SURE THE PROTECTIVE GRATINGS ARE IN PLACE BIO-PLANTS WITH DRIP WATER ONLY BETWEEN 6 PM AND 10 AM. EVERY OTHER DAY. SET SPRINKLERS TO RUN NO MORE THAN BGlff MINUTES ADJUSTED FOR HBGHT, PITCH AND THROW TO ACCOMMODATE MATURING LANDSCAPING. ANO FREE FROM DEBRIS AND THAT THE GRADING SLOPES TO THE DRAINS ARE AOEOUATE TO PROMOTE NO. OF ZONES: 1 11 14 18 25 27 29 34 30 24 19 13 11 TOTAL MIN/DAY PER STATION. SPLIT THIS TIME TO FOUR MINUTES IN THE MORNING AND FOUR IN THE EVENING TO AVOID RUN OFF. 5. REPLACE BROKEN ANO MALFUNCTIONING IRRIGATION SYSTEM COMPONENTS \\!TH COMPONENTS OF THE DRAINAGE. REPLACE BROKEN. DAMAGED OR MISSING GRATES IMMEDIATELY AS REQUIRED. SPRINKLER HEAD TYPES AND PRECIPITATION RATES SAME MATERIALS ANO SPECIFICATIONS, THER EQUIVALENT OR BETTER f,S SOON f,S POSSIBLE UPON 2. CONSIDER REMOVING RUST AND COATING THE DRAIN GRATES W1TH A RUST INHIBmNG ENAMa. INSPECT DISCOVERY OF THE BREAK OR MALFUNCTION. THE SYSTEM, OR THE PORTION OF THE S'ISTEM M1H THE REGULARLY AND RE-PAINT AS NECESSARY. TOTAL NO. OF 3 29 37 48 66 72 77 88 80 63 51 35 28 TOTAL MIN/ DAY EACH TYPE OF SPRINKLER IS LISTED IN THIS MANUAL ALONG WITH THE PRECIPITATION RATES. IF A SPRINKLER BREAK OR MALFUNCTION WHEN lllAT PORTION CAN BE ISOLATED B8-IIND A CLOSED VALVE, SHALL NOT 3. SYSTEMATICALLY REMOVE OVERGROWTH OF LAWNS AND PLANTS, WHICH COULD OBSTRUCT WAlER ZONES: TOTAL HRS/ DAY BREAKS, THE GARDENER MUST REPLACE ITWITH AN IDENTICAL HEAD. BE USED UNTIL THE BREAK OR MALFUNCTION IS REPAIRED. DRAINAGE. 0.5 0.6 0.8 1.1 1.2 1.3 1.5 1.3 1.1 0.9 0.6 0.5 6. ENSURE THAT1M-EN VEGETATION IS REPLACED, REPLACEMENT PLANTINGS ARE REPRESENTATIVE OF PLANT ASSOCIATIONS AND WATER REQUIREMENTS THE HYDROZONE IN WHICH THE PLANTS WERE REMOVED AND ARElYPICAL OF THE WATER USE 4. PERIODICALLY CHECK THE ENTIRE DRAINAGE SYSTEM TO INSURE THAT IT IS FUNCTIONING ACCORDING TO JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC PLAN. DRAINS SHOULD BE JETTED OUT AS NECESSARY. PLANTS ARE GROUPED AS MUCH AS POSSIBLE TO HAVE SIMILAR NEEDS WITHIN EACH SPRINKl£R REQUIREMENTS OF THE PLANTS REMOVED. PRO\IIDEOTHAT THE REPLACED VEGETATION DOES NOT A LICENSED C-27 LANDSCAPING MAINTENANCE CONTRACTOR SHOULD TAKE CARE OF DRAIN MAINTENANCE. ZONE: THESE NEEOS INCLUDE GROWTH HABIT, ROOTING DEPTH; SUN AND SHADE EXPOSURE: RESULT IN MOONG HGH WATER USEWITH LOW WATER USE PLANTS IN THE SANE 5. IRRIGATION CONTROLLER RUN TIMES SCHEDULE-POST ESTABLISHMENT PERIOD SLOPE: SOIL TYPE: WINO; AND CLIMATE. DO NOT INTRODUCE NEW PLANTS UNSU1TED TO THESE HYDROZONE. CONDmONs. 1. ADJUST ANTI-DRAIN VALVES ON SPRINKLER HEAOS W1TH LOW HEAD DRAINAGE. MAINTENANCE TINETABLE THE SPRINKLER GUIDELINES CHART THE APPROXIMATE M10UNT OF WAlER NEEDED FOR DIFFERENT PLANT 8. REGULARLY CLEAN, STRAIGHTEN. FLUSH AND ADJUST SPRINK1£R HEAOS. 1. DRAINS SHOULD BE INSPECTED EVERY WEEK AND KEPT UNOBSTRUCTED. ASSOCIATION DURING ESTABLISHMENT (TABLE 1). THE QUANTITY IS PARTIALLY SUPPLIED BY RAINFALL. AND THE REST 9. REGULARLY CLEAN. STRAIGHTEN, FLUSH ANO ADJUST SPRINKLER HEADS. 2. INSPECT THE DRAIN GRATES EVERY 6 MONTHS AND RE-PAINT ANNUALLY ORAS NEEDED_ JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL/AVG BY IRRIGATION. SET THE CONTROLLER TO PROVIDE THESE AMOUNTS, AND THEN FINE-TUNE THE SCHEDULE BY 10. REVIEWS, ADJUSTMENTS AND REPAIRS SHOULD BE PERFOl1MED BY A LICENSED C-27 3. REVIEWS OF THE GRADING SLOPES TO THE DRAINS SHOULD BE CONOUCTED EVERY 6 MONTHS. CONTROLLER CHECKING SOIL MOISTURE. LANDSCAPING MAINTENANCE CONTRACTOR OR LICENSED IRRIGATION 4. FOLIAGE AROUND DRAINS SHOULD BE TRIMMED BACK EVERY TWO WEEKS. DRAIN INSPECTIONS AND ETo / MONTH (INCHES: 2.10 2.40 3.40 4.60 5.10 5.30 5.70 5.60 4.30 3.60 2.40 2.00 47.0 OESIGNEROR TECHNICIAN. FLUSHING/JETTING SHOULD BE CONDUCTED 3 TIMES A YEAR TWICE DURING THE RAINY SEASON AND ONCE A A. HIGH WATER USE PLANT ASSOCIATIONS TALL FESCUE (COOL SEASON) LAWN. TROPICAL PLANTS AND El a / DAY (INCHES}: 0.07 0.09 0.11 0.15 0.16 0.18 0.18 0.18 0.14 0.12 0.08 0.06 TEMPERATE WOODLAND PLANTS: DURING THE SPRING OR EARLY SUMMER. ONE OF THESE INSPECTIONS COULD BE SCHEDULED DURING THE THESE TYPES OF PLANTS REQU1RE THE MOST WATER. AVERAGING APPROXIMATELY 45" PER YEAR. A FEW MAY NEED MAINlENANCE TIMETABLE GUTTER AND DOWNSPOUT INSPECTION AND CLEANING PROCEDURES. IRRIGATION DAYS/ WEEK: 3 3 3 3 3 3 3 3 3 3 3 3 MORE. 1. INSPECT SPRINKLER OPERATION 1~ TIMES A WEEK MORE FREQUENTI.Y DURING SEASONS WITH PLANT/ IRRG TYPE AKc !Pr IE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC B. DROUGHT-TOLERANT SHRUB AND TREE ASSOCIATION: HEAVIER WATERING SCHEDULES. MAl<EAPPROPRIATE SPRINKLER HEAD ADJUSTMENTS IRRIGATION AUDIT AND REPLACEMENTS AS NECESSARY. RATE THESE PLANTINGS REQUIRE AS MUCH AS 35" OF WATER PER YEAR. MANY PLANTS REQUIRE MUCH LESS, SURVMNG 2. INSPECT SPRINKLER HEAOS, ANT1-0RAIN VALVES, ANO PRESSURE REGULATORS AT LEAST MONTHLY. PRIOR TO FINAL ACCEPTANCE OF THE LANDSCAPE THE CONTRACTOR SHALL SUBMIT A LANDSCAPE IRRIGATION MED WATER TURF 0.80 I 0.77 15 19 24 33 37 39 45 40 32 26 18 14 MIN I DAY/ ZONE EXCLUSIVELY OR LARGELY ON WINTER RAINFALL BY CAREFULLY MONITORING PLANT HEAL TH, IRRIGATION MAY BE CLEAN, STRAIGHTEN. FLUSH AND ADJUST AS NECESSARY. AUDIT THAT VERIFIES WATER USE IS WITHIN THE PARAMETERS OF WHAT WAS APPROVED ON THE PROJECT. THE 0.81 REDUCED. HOWEVER. UNLESS THERE IS A NOTE TO THE CONTRARY ON THE PLANS, THE SCHEDULE SHOULD BE 3. AN ANNUAL REVIEW OF THE ENTIRE IRRIGATION SYSTEM FOR EFFICIENCY, COVERAGE ANO AUDIT SHALL BE CONDUCTED BY A THIRD PARTY CERTIFIED LANDSCAPE IRRIGATION AUDITOR. LANDSCAPE AUDITS WITH DRIP NO. OF ZONES: 1 15 19 24 33 37 39 45 40 32 26 18 14 TOTAL MIN/ DAY FOLLOWED. CONOITlON BY A PROFESSIONAL LANDSCAPE CONSULTANT IS STRONGLY ADVISED. SHALL NOT BE CONDUCTED BY THE PERSON(S) WHO INSTAILLED THE LANDSCAPE. I C. DROUGHT-TOLERANT SITE PLANT ASSOCIATION: LOWWATERSHRUBS & 0.15 I 0.77 0.81 9 12 15 21 23 25 28 25 20 16 11 9 MIN /DAY /ZONE DROUGHT-TOLERANT GROUNOCOVERS AND SHRUBS ARE SELECTED FOR MOST SITES BECAUSE OF LESS WATER PIPELINES PENETRATION ON SITES. THESE PLANTS REQUIRE APPROXIMATELY 30• WATER PER YEAR. BECAUSE WATER RUNS OFF PIPELINES ARE THE INTERCONNECTING CONDUITTHATTRANSPORTIRRIGATION WATER FROM THE SOURCE TO THE BIO-PLANTS WITH DRIP NO. OF ZONES: 1 9 12 15 21 23 25 28 25 20 16 11 9 TOTAL MIN/ DAY SITES, THE SCHEDULING MUST BE BROKEN INTO EVEN MORE. AND BRIEFER. STARTS THAN ON OTHER AREAS. DISBURSEMENT PCINTS. ONE-HALF INCH OF WATER MAY NEED TO BE APPLIED IN (4) FIVE MINUTE STARTS. OVER A FOUR-HOUR PERIOD. MAINTENANCE RECONNENDATIONS Jillill.WATERSHRUBS & 0.80 I 0.77 0.81 15 19 24 33 37 39 45 40 32 26 18 14 MIN/ DAY/ ZONE TABLE 1 1. PIPELINES ARE USUALLY CONSTRUCTED OF PVC AND, WHEN INSTALLED CORRECTLY, ARE BIO-PLANTS WITH DRIP NO. OF ZONES: 1 15 19 24 33 37 39 45 40 32 26 18 14 TOTAL MIN /DAY SEASON TYPE OF PLANTS VIRTUALLY MAINTENANCE FREE. REPAIRS MAY BECOME NECESSARY WHEN TRENCHING OR DIGGING DISTURBS THE PIPELINE. A B C D 2. CONDUCT A REVIEW OF THE ENTIRE SYSTEM TO INSURE SYSTEM INTEGRITY. PERFORM MN . TROPICALS. COOL. WARM SEASON DROUGHT DROUGHT REPAIRS AS NEEDED. TOTAL NO.OF 3 39 50 64 88 96 103 118 106 84 68 47 37 TOTAL MIN/ DAY SEASON GRASS GRASS TOLERANT TOLERANT SLOPE WOODLAND TREES & SHRUBS PLANTS 3. INSPECT RISERS, LATERALS AND FITTINGS THAT ARE EXPOSED TO THE SUN FOR ZONES: 0.6 0.6 1.1 1.5 1.6 1.7 2.0 1.8 1.4 1.1 0.8 0.6 TOTAL HRS/ DAY PLANTS DETERIORATION ANO REPLACE AS NECESSARY. 4. CHECK AND REPAIR AS NECESSARY ANY PIPE ANCHORING OR RISER ANCHORING DEVICES ON JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JANUARY 0.5"-1X/WEEK 0.25"-1X/WEEK 0.25"-1X/WEEK 0.3" • 1X/WEEK EXPOSED AB(Y-IE GROUND LATERALS. VACUUM BREAKERS. RISERS OR FITTINGS. THROUGH IF Baow 55"F. 5. ALL REPLACEMENT PIPE. RISERS OR FITTINGS FOR ABOVE GRADE SYSTEMS SHOULD BE 4V MARCH DONOTWATER (ULTRA VIOLET) RESISTANT. CERTIFICATE OF COMPLETION 6. REVIEWS AND NECESSARY REPAIRS SHOULD BE PERFOl1MED BY A LANDSCAPING MAINTENANCE PART 2. CERTIFICATION OF INSTALLATION ACCORDING TO THE LANDSCAPE APRD. OA"-3XM'EEK 0.5" • 2XM£EK 1"-1XM'EEK 0.35"-2XIWEEK CONTRACTOR OR LANOSCAPE DESIGN ARCHITECT. THROUGH This certificate is filled out by the project applicant upon completion of the landscape project. DOCUMENTATION PACKAGE JUNE MAINTENANCETINETABLE PART 1. PROJECT INFORMATION SHEET "I/we certify that based upon periodic site observations, the work has been completed In accordance with JULY 1. ALL NECESSARY REPAIRS SHOULD BE DONE IMMEDIATELY. 0.58" -3XM'EEK 0.75" • 2XIWEEK 1.25"-1XM'EEK 0.55" • 3XM'EEK 2. PIPING SYSTEM REVIEWS SHOULD BE CONDUCTED 2 TIMES A YEAR, the ordinance and that the landscape planting and Irrigation installation conform with the criteria and THROUGH Date 1117/17 specifications of the appmved Landscape Documentation Package." SEPTEMBER 3. AN ANNUAL REVIEW OF THE ENTIRE IRRIGATION SYSTEM FOR EFFICIENCY, COVERAGE AND I , CONDmON BY A PROFESSIONAL LANDSCAPE CONSULTANT IS STRONGLY ADVISED. Project Name IONIS FITNESS CENTER ~~ /fA, ff v\ ' Date lt/1+!1?-OCTOBER DA'-3XM'EEK 0.5" • 2X/WEEK 1"-1XM'EEK ... ~ THROUGH 0.35" • 2XM'EEK VALVES Name of Project Applicant Telephone No. (858)27 4-3222 Name (print} , Telephone No. (858) 274-3222 DECEMBER VALVES REGUI.ATE THE IRRIGATION SYSTEM'S WATER FLOW THROUGH THE DIFFERENT PIPELINES TO THE MNN JIM NERI JAMES P. NERI -STRATEGICALLY LOCATED DISTRIBUTION PCINTS. THE SYSTEM AT IONIS FITNESS CENTER CONTAINS AUTOMATIC Fax No. Fax No. CONTROLLER VALVES, QU1CK COUf'!.ER VALVES, AND BALL VALVES. TIiie LANDSCAPE ARCHITECT Email Address jim@nerlila.com Trtle LANDSCAPE ARCHITECT Email Address jim@nerlla.com IRRIGATION SYSTEM MAINTENANCE RECOMMENDATIONS Company NERI LANDSCAPE ARCHITECTURE Street Address 928 HORNBLEND ST., SUITE 3 License No. or Certification No. RLA 3321 waL DESIGNED AND MAINTAINED IRRIGATION SYSTEMS PROPERLY DISBURSE CONTROLLED QUANTITIES 1. SCHEDULE AND CONDUCT PERIODIC REVIEWS OF THE VALVES AND SOLENOIDS TO VERIFY City SAN DIEGO Stale CA Zip Code 92109 Compani•NERI LANDSCAPE ARCHITECTURE S!raet Address 928 HORNBLENO ST •• SUITE 3 OF WATER THROUGHOUT THE VARIETY OF FOLIAGE AND LAWN AREAS. A COMPLETE SYSTEM ANALYSIS PROPER FUNCTIONING. REPAIR AND REPLACE AS NEEDED. SHOULD BE PERFOl1MED AT LEAST ANNUALLY BY A PROFESSIONAL LANDSCAPE ARCHITECT OR 2. ADJUST PRESSURE REGULATION DEVICES AS REQUIRED TO PROVIDE OPTIMUM WORKING c;1y SAN DIEGO State CA I Zip Code IRRIGATION CONSUL TANT TO DETERMINE IRRIGATION PROBLEMS, COVERAGE. SCHEDULING, WATER USE PRESSURES. L 3.4 92109 ANO NECESSARY ADJUSTMENTS AND REPAIRS.QUARTERLY INSPECTIONS OF THE IRRIGATION AND KEEP VALVE BOXES FREE OF SOLIDS AND DEBRIS. DRAINAGE SYSTEMS WITH A WRITTEN REPORT DESCRIBING THE OBSERVATIONS SUBMITTED TO THE 3. Pmject Address and Location: •signer of the landscape design plan, signer of the irrigation plan, or a licensed landscape contractor. MANAGEMENT ARE RECOMMENDED AND SHOULD BE CONDUCTED W1TH THE HELP OF HIRED 4. A LICENSED C-27 LANOSCAPING MAINTENANCE CONTRACTOR OR TRAINED STAFF MEMBER CAN PROFESSIONALS. PERFORM REVIEWS. REPAIRS AND REPLACEMENTS. APPROVED FOR IRRIGATION AND SlreetAddress 2855 GAZELLE COURT Parcel, tract or lot number, if available. 209-120-20-00 PART 3. IRRIGATION SCHEDULING MAINlelANCE TIMETABLE PLANTING ONLY, INCLUDING PRECISE Attach parameters for setting the irrigation schedule on controller per ordinance Section 492.10. CONTROLLERS 1. REVIEW OF IRRIGATION SYSTEM VALVES AND SOLENOIDS SHOULD BE CONDUCTED 1 TIME PER Ctty CARLSBAD Latitude/Longitude (optional) WEEK ALL NECESSARY REPAIRS AND REPLACEMENTS ARE TO BE PERFORMED IMMEOIAffi Y. LOCATION OF PLANTING AREA IRRIGATION CONTROLLERS MONITOR THE TIME AND DURATION OF LANOSCAPING IRRIGATION CYCLES. THE CONTROL Stale CA I z;pCode 92010 PART 4. SCHEDULE OF LANDSCAPE ANO IRRIGATION MAINTENANCE VALVES AT THE PROJECT ARE REMOTE CONTROLLED AND ELECTRICALLY OPERATED. WATERING TIMES ARETO BE 2. CONTROL VALVE PRESSURE REGULATING DEVICES SHOULD BE CHECKED ANO ADJUSTED ON A Attach schedule of Landscape and Irrigation Maintenance per ordinance Section 492.11. PROGRAMMED FOR OPTIMUM WAlER USAGE BASED ON WEATHER CONDITIONS AND SOIL MOISTURE TESTING. MONTHLY BASIS TO ASSURE OPTIMUM WORKING PRESSURE. REPLACE DEFECTIVE OR "AS BUil T" EXISTING 'RAINMASTER UGLE-r CONTROLLER HAS BEEN INSTALLED TO REGULATE IRRIGATION AND IS IN THE TOWER INOPERABLE REGULATING DEVICES AS REQUIRED. ~ ! , . Property Owner or his/her deslgnee: PART 5. LANDSCAPE IRRIGATION AUDIT REPORT (Perfonnance Compliance method only) COOLING ROOM 3. CLEAN OUT VALVE BOXES OF SOLIDS AND DEBRIS AS NEEDED. ""-Ir •;;;,o • 11. Attach Landscape Irrigation Audit Report per ordinance Section 492.12. 4. AN ANNUAL REVIEW OF THE ENTIRE IRRIGATION SYSTEM FOR EFACIENCY, COVERAGE AND z Qt....._,.._., Name Telephone No. (858) 485-9840 NAINlelANCE RECOMMENDATIONS CONDmON BY A PROFESS10NAL LANDSCAPE CONSULTANT IS STRONGLY ADVISED. TITLE DATE WAYNE SANDERS PART 6. SOIL MANAGEMENT REPORT (Perfonnance Compliance method only) Fax No. Attach soil analysis report. if not previously submitted with the Landscape Documentation Package per 1. SCHEDULE AND PERFORM PERIODIC REVIEWS OF THE CONTROLLER TO INSURE REVl;cY: ordinance Section 492.6. PROPERF\JNCTION AND TO CHECKWAlERING CYCLE ADJUSTMENTS. TIUe OPERATIONS MANAGER Email Address wsanders@ionisph.com Attach documentation verifying implementation of recommendations from soils analysis report per [-Z..·1-\7 2. ADJUST THE IRRIGATION CONTROLLER TO CORRESPCND WITH PST AND DST AND IN RESPCNSE ft:tr, %1\A ordinance Section 492.6. INSPECTOR 4r --Company BIOMED REAL TY Street Address TO SEASONAL DRY WEATHER CYCLES. DATE 17190 BERNARDO CENTER DRIVE Ctty SAN DIEGO State CA z;p Code 92128 3. CLEAN OUT VALVE BOXES OF DEBRIS AS NECESSARY. CARLSBAD MUNICIPAL WATER DISTRICT 4. REPLACE THE CONTROLLER AS NEEDED. A REPLACEMENT CONTROLLER SHOULD BE OF THE SHEET CITY OF CARLSBAD MANUFACTURER ANO MODa NUMBER ORIGINALLY SPECIFIED. WHERE SUBSTITUTIONS ARE 14 Pmperty Owner MADE. THE MAINTENANCE CONTRACTOR SHALL SUBMIT PERFORMANCE DATA WHICH VERIFIES 11 CONSISTENCY WITH THE ORIGINAL EQUIPMENT. PLANNING DIVISION SHEETS "I/we certify that I/we have received copies of all the documents within the Landscape Oocumentation 5. A LICENSED C-27 LANDSCAPING CONTRACTOR CAN PERFORM THE PERIODIC REVIEWS AND LANDSCAPE IRRIGATION WATERING SCHEDULE Package and the Certificate of Completion and 1hat It is our responsibility 1o see that 1he project Is CONTROLLER All/USTMENTS. CONTROLLER REPLACEMENTS MAY REQUIRE THE SERVICES OF A & IRRIGATION MAINTENANCE GUIDELINES: maintained In~ Landscape and Irrigation Maintenal~ ;r;_--COMPETENT aECTRICIAN. IONIS FITNESS CENTER Pro~ Signature Date \.~!IDSC,t,o(' DEVELOPERS NAME: BIOMED REALTY ~"' -1 ,, ' ~, , ,;t/(fi.~S P. 1'16''1'<' LA ADDRESS: 17190 BERNARDO CENTER DRIVE '-' • '<-APPROVED t"1-,/i..l: .1-1 ....._______ !:! ( ~ ' -;:. SAN DIEGO, CA 92128 &u< ' ·• ' (2... -C· [1 ...g A ~ ,I "' , NERI LANDSCAPE ARCHITECTURE PLANNING " . DATE • E)rpi'M 6/JJ/I• ♦ 928 1-loRNffl.l!!Nll STM'ET, Sl.JJTI': # 3 TELEPHONE: 858.485.9840 11/07117 OH AS-BUILT F:\Appllcation Forms & Handouts\MWELO\Certificate of Completion and Installation SAN DIEGO, CA 92109 DRIIN BY! OH .. .,. 858.1274•3222 DAlE INITIAL PROJECT NO. DRAWING NO. ~ ~lA 331-\ ~ WWW.NERll..A.COM DATE PLAN PREPARED: 07/05/16 DATE INITIAL DATE INITIAL ,.e o<I' ~lrnti<ln REVISION DESCRIPTION CHQ(() BY: JN SOP 16-09 49.3-5L o,-CA\..\~ e: 6 '30'19 BY: NERI LANDSCAPE ARCHITECTURE ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL I 0 10 20 iV"~ i 40 i LA NERI LANDSCAPE ARCHITECTURE 928 HORNBLEND STREET, SUITE # 3 SAN DIEGO, CA 92 \ 09 858/274·3222 WWW.NERILA.COM ExP.lrot!on 1 1 Dote: 6 3Qj7 2 PLARAC 36"box // ,. / . .. .. .. / '.,,/' / ' '·· 'IS;_, , -/" .,., .,,/' ' .. DEVELOPERS NAME: BIOMED REAL TY ADDRESS: 17190 BERNARDO CENTER DRIVE SAN DIEGO, CA 92128 TELEPHONE: 858.485.9840 DATE PLAN PREPARED: 07 /05/16 BY: NERI LANDSCAPE ARCHITECTURE KEY NOTES 0 LIMIT OF WORK M INSTALL 10' LONG ROOT BARRIER WHERE NEW TREE TRUNKS COME WITHIN 5' "o/ OF HARDSCAPE, TYP. 0 LINED BIOFILTRATION FACILITY IN HYDROLOGIC SOIL GROUP D (TYP. -SEE CIVIL DWGS.) PLANTINGS LOCATED IN BIO-SWALES SHALL BE FULLY KNITTED IN AND PROVIDE COMPLETE COVERAGE OF THE SWALE AREA IN ORDER TO PROVIDE A WORKING FILTER PRIOR TO PROJECT RELEASE BY THE CITY. <§> EXISTING RELOCATED LIGHTS (3) M EXISTING VEGETATED SWALE TO REMAIN -PROTECT IN PLACE AND IF "1/ DAMAGED REPLACE WITH EQUIVALENT SIZE PLANTINGS. M NEW UNDERGROUND STORM WATER DETENTION SYSTEM PER CIVIL ~ DRAWINGS. PROVIDE & INSTALL 3" DEEP ORGANIC MULCH IN ALL PLANTING BEDS EXCLUDING AREAS TO BE PLANTED WITH GROUNDCOVER OR TURF/SOD. ALL EXPOSED SOIL AREAS WITHOUT VEGETATION SHALL ALSO BE MULCHED. - DATE INITIAL DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE KEY MAP NOTTO SCALE GENERAL NOTES: 1. PROVIDE POSITIVE SURFACE DRAINAGE (2% GRADE IN PLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. 2. DUE TO POTENTIAL RELOCATION OF UTILITIES AFTER PLAN APPROVAL, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK TO REVIEW THE FINAL PROJECT UTILITY LOCATIONS AND ADJUST PLANTING TO FULLY SCREEN ALL UTILITIES FROM VIEW. 3. WEED ABATEMENT: UPON COMPLETION OF ALL FINE GRADING WORK AND SOIL PREPARATION, PERFORM WEED CONTROL MEASURES AS FOLLOWS: A IRRIGATE ALL AREAS DESIGNATED TO BE PLANTED FOR A MINIMUM OF 10 MINUTES PER SETTING, TWO SETTINGS PER DAY FOR SEVEN DAYS TO GERMINATE ALL WEED SEED POSSIBLE. B. APPLY A CONTACT WEED KILLER AND ALLOW SUFFICIENT TIME TO OBTAIN COMPLETE KILL OF ALL WEED GERMINATED. C. REPEAT STEP A ABOVE. D. REPEAT STEP B ABOVE. 4. AFTER ROUGH GRADING, CONTRACTOR TO TAKE SOIL SAMPLES FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE CITY). THE TEST SHALL INDICATE BUT NOT LIMITED TO THE FOLLOWING: A ORGANIC MATTER CONTENT B.N,P,K C. pH D.EC E. SOIL TEXTURE (SILT, CLAY, SAND) F. RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZATIONS. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF THE RESULTS & RECOMMENDATIONS SO INFORMATION CAN BE ADDED INTO THE LANDSCAPE PLANS. 5. PER THE STATE MWELO AND CITY OF CARLSBAD LANDSCAPE MANUAL: FOR LANDSCAPE INSTALLATION, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL. SOILS WITH GREATER THAN 6% ORGANIC MATTER IN THE TOP 6 INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. 6. PER THE STATE MWELO AND CITY OF CARLSBAD LANDSCAPE MANUAL: PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED TO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED MEET THE REQUIREMENT OF THIS SECTION. 7. PER THE STATE MWELO AND CITY OF CARLSBAD LANDSCAPE MANUAL: SOIL AMENDMENTS SHALL BE INCORPORATED ACCORDING TO THE RECOMMENDATIONS OF THE SOIL ANALYSIS REPORT AND WHAT IS APPROPRIATE FOR THE PLANTS SELECTED. 8. PER STATE MWELO AND CITY OF CARLSBAD LANDSCAPE MANUAL: THE APPLICATION OF ORGANIC MULCH MATERIALS MADE FROM RECYCLED OR POST-CONSUMER MATERIALS SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS UNLESS RECYCLED OR POST-CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE. 9. FINAL AS-BUILTS PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL PLANS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES. L 4.0 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 14 12 PLANNING DIVISION SHEETS LANDSCAPE PLANTJN G FLAK FDR: IONIS FITNESS CENTER APPROVED ~ ( ..,._ f;.\\.J\-"'t-I-1'-o PLANNING ' DATE DRWN BY: OH PROJECT NO. DRAWING NO. INITIAL CITY APPROVAL CHCKD BY: JN SOP 16-09 493-5L PLANT SCHEDULE TREES CODE • CHI BUB LAU NOB PLARAC SHRUBS CODE 0 ACH MIL QTY 5 7 2 QTY 100 BOTANICAL NAME COMMON NAME SIZE SPECS DETAIL REMARKS CHILOPSIS LINEARIS 'BUBBA' BUBBA DESERT WILLOW 36"BOX S'H,3'W A/L4.1 STANDARD, DOUBLE STAKE LAURUS NOBILIS SWEET BAY 24" BOX 6'H, 3'W A/L4.1 STANDARD -DOUBLE STAKE PLATANUS RACEMOSA CALIFORNIA SYCAMORE 36"BOX 8'H, 2'W A/L4.1 STANDARD, DOUBLE STAKE BOTANICAL NAME COMMON NAME SIZE SPECS DETAIL REMARKS ACHILLEA MILLEFOLIUM COMMON YARROW SGAL 1'HX1'W B/L4.1 FULLY ROOTED, GREEN COLOR 0 ALL UNI 38 ALLIUM UNIFOLIUM ONELEAF ONION SGAL 1 · H X 1 · W B/L4.1 FULLY ROOTED, GREEN COLOR GAL FIR 32 GALVEZIA SPECIOSA 'FIRECRACKER' BUSH SNAPDRAGON 5GAL 2'H X 1·w B/L4.1 FULLY ROOTED, GREEN COLOR LEY CAN 51 LEYMUS CONDENSATUS 'CANYON PRINCE' NATIVE BLUE RYE 1 GAL 6" H X 6" W B/L4.1 INSTALL BULBS IF OUT OF SEASON MAH NEV 70 MAHONIA NEVINII NEVIN MAHONIA 5GAL 2' H X 2· W B/L4.1 FULLY ROOTED, GREEN COLOR 0 PRU ILi 18 PRUNUS ILICIFOLIA HOLLY LEAF CHERRY 15 GAL 3' H X 3' W B/L4.1 FULLY ROOTED, GREEN COLOR RHAMOU 82 RHAMNUS CALIFORNICA 'MOUND SAN BRUNO" CALIFORNIA COFFEEBERRY 5 GAL 1' H X 1' W B/L4.1 FULLY ROOTED, GREEN COLOR SIS BEL 66 SISYRINCHIUM BELLUM BLUE EYED GRASS 1 GAL 6" H X 6" W B/L4.1 FULLY ROOTED, GREEN COLOR GROUND COVERS CODE ////// ////// ////// ////// ////// TURF FES RED CODE PASSE3 PLANTING NOTES QTY BOTANICAL NAME 3,713 SF FESTUCA RU BRA QTY BOTANICAL NAME 2,937 SF PASPALUM VAGINATUM 'SEA SPRAY' 1. SEE SPECIFICATIONS FOR ITEMS NOT COVERED ON THESE PLANS. COMMON NAME SIZE SPECS RED FESCUE SOD COMMON NAME SIZE SPECS SEASPRAY PASPALUM SOD 2. THE CONTRACTOR SHALL RECONCILE THE CALLOUT QUANTITIES WITH THE GRAPHIC QUANITIES AND SHALL PROVIDE PLANTS EQUAL TO THE GRAPHIC QUANTITIES SHOWN ON THE PLANS. 3. ALL PLANT MATERIAL IS TO BE SUPPLIED AND INSTALLED BY THE LANDSCAPE CONTRACTOR. 4. THE LANDSCAPE ARCHITECT SHALL RETAIN THE OPTION TO TAG BOXED TREE MATERIAL AT A WHOLESALE NURSERY OF THEIR CHOICE AFTER THE BID HAS BEEN AWARDED. 5. PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL OR REJECTION BY THE LANDSCAPE ARCHITECT UPON DELIVERY TO THE SITE. 6. PLANT MATERIAL LOCATIONS ON THE PLANTING PLAN ARE APPROXIMATE AND SHALL BE ADJUSTED AS DIRECTED BY THE LANDSCAPE ARCHITECT. 7. ALL GROUND COVER PLANTS SHALL BE FULLY ROOTED PLANT MATERIAL IN FLATS, PLUGS OR POTS. 8. BUDS AND BLOOMS ON ALL PLANTS MUST BE PROTECTED AT ALL TIMES, INCLUDING TRANSPORTATION AND INSTALLATION. 9. STAKE AND/OR GUY ALL TREES AS DIRECTED IN THE LEGEND AND PER THE PLANTING DETAILS. 10. TREES AND SHRUBS SHALL BE SHAPED AND PRUNED DURING THE MAINTENANCE PERIOD ONLY AS DIRECTED BY THE LANDSCAPE ARCHITECT. 11. THE CONTRACTOR SHALL GUARANTEE SHRUBS, GROUND COVERS AND PERENNIALS FOR A PERIOD OF THREE MONTHS AND TREES FOR ONE YEAR FROM DATE OF FINAL ACCEPTANCE. DETAIL REMARKS CIL4.1 DETAIL REMARKS C/L4.1 FULLY KNITTED 2xWIDTH OF ROOTBALL FOR SLOPE PLANTING, GRADE BACK OF PLANTING PIT TO MAX. 1 :1 SLOPE AND INSTALL EROSION CONTROL FABRIC. CINCH TIES (4 REQUIRED) IN FIGURE 8 CONFIGURATION. NAIL TO STAKE VIA 2" GALVANIZED ROOFING NAILS. 10' LONG X 2" DIA. LODGE POLE PINE TREE STAKES (2 REQUIRED) SET 24" INTO GRADE ON SIDES OF ROOTBALL TREE TRUNK ROOT BALL (ROOT CROWN TO BE 2" ABOVE FINISH GRADE) ,,----MULCH -TAPER FROM 1" THICK AT CROWN TO 3" THICK AT EDGE OF PLANTING PIT , ~ WATERING BASIN 4" ABOVE FINISH GRADE / REMOVE ONCE IRRIGATION IS OPERABLE FINISH GRADE TWO TIMES WIDTH OF ROOT BALL FOR SLOPE PLANTING, GRADE BACK OF PLANTING PIT TO MAX. 1:1 SLOPE AND INSTALL EROSION CONTROL FABRIC. ~----FERTILIZER TABLETS (SEE SCHEDULE) -----ROOT CROWN OF SHRUB 1" ABOVE FINISH GRADE ----MULCH -TAPER FROM 1" THICK AT CROWN TO 3" THICK AT EDGE OF PLANTING PIT WATERING BASIN ~ 4" ABOVE FINISH GRADE REMOVE ONCE IRRIGATION IS OPERABLE ® TREE PLANTING SECTION NOTTO SCALE ®,-S_H_R_U_B_P_L_A_N_T_IN_G __________ _ SECTION NOT TO SCALE EQUAL ~------GROUNDCOVER PLANT/PLUG ON 2" RAISED MOUND. EQUAL SPACING PER PLAN ~ ~ 11-------------------HARDSCAPEEDGE PLAN VIEW _· 111==1 <};':,;: _,-----GROUNDCOVER PLANT/PLUG SPACING PER PLAN MULCH -1" THICK AT PLANT ,----FINISH GRADE 11 111= · 'I I, 1111 II I II 111 ~I ---1 ---AMENDED SOIL ' I-1 I .....__ __ FERTILIZER TABLET ©c--G_RO_U_N_D_C_O_V_E_R_/_P_L_UG_P_LA_N_T_I_N_G ________ _ SECTION NOT TO SCALE CONTAINER PLANT FERTILIZER TABLET SCHEDULE (4) 7 GRAM TABLETS PER 6" BOX SIZE (4) 7 GRAM TABLETS PER FOOT OF PALM TRUNK (15) 7 GRAM TABLETS PER 15 GALLON CONTAINER (8) 7 GRAM TABLETS PER 5 GALLON CONTAINER (3) 7 GRAM TABLETS PER 1 GALLON CONTAINER (1) 7 GRAM TABLETS PER 6" POT, PONY PAK, LINER OR GROUNDCOVER PLANT DEVELOPERS NAME: BIOMED REALTY ADDRESS: 17190 BERNARDO CENTER DRIVE SAN DIEGO, CA 92128 TELEPHONE: 858.485.9840 DATE PLAN PREPARED: 07 [05[16 BY: NERI LANDSCAPE ARCHITECTURE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ,----MULCH AT SHRUB PLANTING ,-------FINISH GRADE @ PLANTING AREA ~--TOP OF PAVING w-""---,,,-"~~---FLUSH WITH FACE OF PAVING -- ~ ---111 =- 'I _, -'k-j -----Y-111 11 f -1 I' @ ROOT BARRIER Dr-------- SECTION NOTTO SCALE L 4.1 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 14 13 PLANNING DIVISION SHEETS LAt\DSCAPc: PLANTING SCHEDLLE & DETAJLS FOR: IONIS FITNESS CENTER APPROVED ¾;;IJ q_ ~~...,;-l\-"{-I-I\.,, PLANNING DATE DRWN BY: OH PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CHCKD BY: JN SDP 16-09 493-SL LAND AND IMPROVEMENT MAINTENANCE LANDSCAPE IMPROVEMENTS, AS DESCRIBED IN THIS SECTION, INCLUDE ALL PLANTED LAND AREAS SURROUNDING THE IONIS FITNESS CENTER BUILDING. MAINTENANCE RECOMMENDATIONS 1. PERIODICALLY INSPECT PLANTED AREAS FOR BARE SPOTS AND ANY SOIL EROSION PROBLEMS. REPLANT BARE SPOTS AND CORRECT ANY IRRIGATION RELATED EROSION PROBLEMS OR KEEP WEED FREE. 2. PERIODICALLY REPLENISH THE SOIL NUTRIENTS WITH FERTILIZER TO PROMOTE HEAL THY AND ABUNDANT LAWN AND PLANT GROWTH. 3. REMOVE ANY WEEDS FROM THE PLANTED AREAS AS WELL AS VACANT AREAS NOT PLANTED. 4. PERIODICALLY APPLY INSECTICIDES AND PESTICIDES TO CONTROL THE PROLIFERATION AND DESTRUCTION CAUSED BY APHIDS, SNAILS, INSECTS, GRUBS AND OTHER PESTS. 5. PERIODICALLY APPLY HERBICIDES TO CONTROL THE SPREAD OF WEEDS AND UNDESIRABLE PLANT GROWTHS. 6. REGULARLY INSPECT, PRUNE, STAKE AND APPROPRIATELY IRRIGATE THE AREA TREES. SEE THE SECTION OF THIS MAINTENANCE SCHEDULE ENTITLED TREES FOR MORE GUIDANCE. 7. SYSTEMATICALLY PRUNE, FERTILIZE, AND APPLY PESTICIDES TO THE SLOPE AND EMBANKMENT AREA SHRUBS. SEE THE SECTION OF THIS MAINTENANCE SCHEDULE ENTITLED SHRUBS FOR ADDITIONAL GUIDANCE. 8. SYSTEMATICALLY CUT BACK GROUND COVER OVERGROWTH TO MAINTAIN UNIFORMITY AND PREVENT OTHER PLANTS AND SHRUBS FROM BEING IMPEDED. REMOVE OVERGROWN AND UNSIGHTLY VEGETATION AS NECESSARY. 9. ALL PESTICIDES INTENDED FOR USE SHALL BE ON THE STATE LIST FOR ACCEPTABLE PRODUCTS. APPLICATORS ARE TO POSSESS A CURRENT STATE PESTICIDE APPLICATOR'S LICENSE. NOTICES SHOULD BE POSTED AT ALL CENTRAL LOCATION AND RECREATION AREAS TO NOTIFY IONIS EMPLOYEES OF SPRAYING ONE WEEK IN ADVANCE. 10.A LICENSED C-27 LANDSCAPING CONTRACTOR OR STAFF SHOULD BE HIRED TO PERFORM LAWN CARE, FERTILIZING AND SOIL AERATION. A PROPERLY LICENSED PEST CONTROL COMPANY MAY ALSO BE UTILIZED FOR A FULL SPECTRUM OF PEST AND INSECT ELIMINATION SERVICES. MAINTENANCE TIMETABLE 1. INSPECT ALL PLANTED AREAS FOR BARE SPOTS AND EROSION PROBLEMS MONTHLY. 2. INSPECT SITES FOR GRAVEL OR SOIL EROSION PROBLEMS EVERY 3 MONTHS. 3. SITES AND EMBANKMENTS WITH GROUND COVER SHOULD BE FERTILIZED 4 TIMES A YEAR OR AS NEEDED. 4. APPLICATION OF PRE-EMERGENT HERBICIDES TO CONTROL WEED GROWTH SHOULD BE PERFORMED EVERY 6 MONTHS. 5. PESTICIDE APPLICATION FOR THE CONTROL OF SNAILS, APHIDS AND OTHER PESTS SHOULD BE PERFORMED EVERY MONTH WHERE INFESTATION IS A PROBLEM. APPLICATION OF INSECTICIDES TO CONTROL ANTS, FLEAS AND OTHER INSECTS SHOULD BE ACCOMPLISHED 2 TIMES A YEAR BY A LICENSED PESTICIDE APPLICATOR ONLY. 6. CULTIVATION AND WEED REMOVAL SHOULD BE PERFORMED ON A WEEKLY BASIS. 7. INSPECT TREES EVERY 3 MONTHS FOR GROWTH, DRAINAGE, AND STAKING REQUIREMENTS AND PRUNE AS NECESSARY. FERTILIZATION AND PEST CONTROL WILL BE ACCOMPLISHED DURING THE GROUND COVER FERTILIZATION AND PEST CONTROL SCHEDULES. 8. INSPECT SHRUBS EVERY 3 MONTHS FOR SHAPING AND DRAINAGE REQUIREMENTS AND PRUNE AS NECESSARY. FERTILIZATION AND PEST CONTROL WILL BE ACCOMPLISHED DURING THE GROUND COVER FERTILIZATION AND PEST CONTROL SCHEDULES. GROUND COVER SHOULD BE CUT BACK AND SHAPED 4 TIMES A YEAR ON PLANTED AREAS AND AS NEEDED. PLANT MATERIAL CARE THE FOLLOWING GUIDELINES DEMONSTRATE ACCEPTED GENERAL PRACTICES FOR PLANT MATERIAL INDIGENOUS TO THE AREA UNDER TYPICAL METEOROLOGICAL CIRCUMSTANCES. CHANGES IN THE FOLLOWING SCHEDULES AND GUIDELINES MAY BECOME NECESSARY AS THE LANDSCAPING IS ALTERED OR AFFECTED BY ABNORMAL SITUATIONS. GROUND COVER GROUND COVER CONSISTS OF A VARIETY OF PLANTS USED TO COVER LARGE EXPANSES OF SITES AND OTHER OPEN AREAS AS AN ALTERNATIVE TO GRASS. MAINTENANCE RECOMMENDATIONS 1. REPLENISH MULCH & SOIL NUTRIENTS WITH FERTILIZER TO PROMOTE HEALTHY AND ABUNDANT PLANT GROWTH. 2. PERIODICALLY APPLY HERBICIDES TO CONTROL THE SPREAD OF WEEDS AND UNDESIRABLE PLANT GROWTHS. 3. REMOVE ANY WEEDS THAT HAVE GROWN BETWEEN THE GROUND COVER FOLIAGE AND CULTIVATE. 4. APPLY INSECTICIDES AND PESTICIDES TO CONTROL THE PROLIFERATION AND DESTRUCTION CAUSED BY APHIDS, SNAILS, INSECTS AND OTHER PESTS. GROUND COVER (CONTINUED) MAINTENANCE TIMETABLE 1. FERTILIZER SUPPLEMENTATION FOR GROUND COVER PLANTS SHOULD BE APPLIED AT LEAST 4 TIMES A YEAR. 2. PRE-EMERGENT HERBICIDE APPLICATIONS FOR WEED CONTROL SHOULD BE PERFORMED 2 TIMES A YEAR. 3. CULTIVATION AND WEED REMOVAL SHOULD BE PERFORMED ON A WEEKLY BASIS. 4. APPLY INSECTICIDES AND PESTICIDES TO THE GROUND COVER AREAS 2 TIMES A YEAR. 5. GROUND COVER SHOULD BE CUT BACK AND SHAPED 4 TIMES A YEAR ON SITES AREAS AND A MINIMUM OF ONCE A MONTH WHERE GROUND COVER IS ADJACENT TO WALKS, DRIVES, POOL DECKS, ETC. TREES TREES ADD HEIGHT AND COLOR TO THE LANDSCAPING ENVIRONMENT. HEAL THY TREES PROVIDE A NATURAL SOURCE OF BEAUTY AND SHADE AND, WITH MANY SPECIES, PHOTOSYNTHESIZE OXYGEN BACK INTO THE ENVIRONMENT. TREE PRUNING SHOULD ONLY BE PERFORMED TO DIRECT GROWTH AND CORRECT ANY STRUCTURAL WEAKNESS. THE INTENT OF PRUNING IS TO IMPROVE THE HEALTH AND APPEARANCE OF THE TREE WHILE ALLOWING IT TO DEVELOP IT'S NATURAL FORMS. MAINTENANCE RECOMMENDATIONS 1. PRUNE DEAD, BROKEN OR DISEASED LIMBS FROM THE TREES AS REQUIRED YEAR ROUND TO ENCOURAGE HEALTHY AND PROPORTIONAL GROWTH. REMOVE ANY TREES THAT ARE DISEASED OR OVERLY DAMAGED. 2. SCHEDULE AND CONDUCT A REVIEW TO DETERMINE THE NEED FOR TOPPING TALL TREES. TOP OVERSIZED TREES AND PALMS THAT COULD POTENTIALLY FALL AND DAMAGE OR INJURE BUILDINGS OR RESIDENTS. 3. REGULARLY STAKE AND GUY SMALLER TREES, APPROPRIATELY GUIDING THE DIRECTION OF THEIR GROWTH. BE SURE THAT THE TREE TIES DO NOT CAUSE ABRASIONS TO THE BARK. 4. APPLY INSECTICIDES AS NEEDED TO CONTROL INFESTATION. 5. SCHEDULE OVERLY MATURE TREE REMOVAL AS NECESSARY FOR AESTHETIC REASONS. 6. BE SURE THAT TREE ROOTS HAVE ADEQUATE DRAINAGE, ESPECIALLY PALM TREES, TO HELP AVOID ROOT ROT AND RELATED PROBLEMS. 7. A ROUTINE THINNING OF TREE SPECIES SUBJECT TO BREAKAGE OR UPROOTING DUE TO TOP HEAVY OR OVERSIZED CONDITIONS SHOULD BE PERFORMED PRIOR TO WINTER STORMS TO ELIMINATE INCIDENCE OF DAMAGE. 8. PERIODICALLY FERTILIZE TREES THAT ARE IN REMOTE AREAS OF THE COMMON AREA. MOST TREES WILL NOT NEED FERTILIZING SINCE THEY ARE LOCATED IN AREAS THAT ARE REGULARLY FERTILIZED SUCH AS LAWNS, EMBANKMENTS AND GROUND COVER AREAS. 9. A LICENSED C-27 LANDSCAPING CONTRACTOR OR LICENSED ARBORIST SHOULD BE HIRED TO PERFORM THE NECESSARY TREE CARE. TREE TOPPING MAY REQUIRE EMPLOYMENT OF A TREE-TOPPING CONTRACTOR. MAINTENANCE TIMETABLE 1. TREE PRUNING OF BROKEN, DEAD OR DISEASED LIMBS SHOULD BE PERFORMED 4 TIMES A YEAR. 2. REVIEWS FOR DETECTING TOPPING REQUIREMENTS OR TREE REMOVAL SHOULD BE CONDUCTED 2 TIMES A YEAR. 3. TREE REVIEWS CONDUCTED TO ESTABLISH STAKING AND TREE TIE ADJUSTMENT REQUIREMENTS FOR YOUNG TREES SHOULD BE SCHEDULED AND PERFORMED 4 TIMES A YEAR. 5. INSECTICIDES SHOULD BE APPLIED TO AFFECTED TREES 2 TIMES A YEAR, 6. INSPECT TREE ROOT SYSTEMS EVERY 3 MONTHS AND AFTER RAINY PERIODS OR HEAVY WATERING CYCLES TO ENSURE ADEQUATE DRAINAGE. 7. ROUTINE THINNING OF TREES SUBJECT TO BREAKAGE OR UPROOTING SHOULD BE PERFORMED IN LATE NOVEMBER OR EARLY DECEMBER. 8. REMOVE LOWER PALM TREE BRANCHES IN THE EARLY FALL (OCTOBER) 9. TREES IN REMOTE AREAS NOT REGULARLY FERTILIZED SHOULD BE INDIVIDUALLY FERTILIZED 2 TIMES A YEAR. SHRUBS SHRUBS ARE ORNAMENTAL IN NATURE AND ARE USED TO BEAUTIFY BARE AND EXPOSED AREAS OF THE STRUCTURES AND LANDSCAPE WITH COLOR AND TEXTURE. SHRUB PRUNING SHOULD BE MINIMAL, ENCOURAGING NATURAL FORM AND GROWTH. DEAD OR CROSSED BRANCHES SHOULD BE REMOVED TO PROMOTE IMPROVED HEAL TH AND APPEARANCE. MAINTENANCE RECOMMENDATIONS 1. SYSTEMATICALLY PRUNE THE SHRUBS WITH HAND HELD CLIPPERS TO MAINTAIN THEIR NATURAL SHAPE AND FULLNESS. REMOVE ANY SHRUBS THAT ARE DISEASED, HEAVILY DAMAGED OR DESTRUCTIVE TO SURROUNDING DESIRABLE VEGETATION. PRUNING SHOULD NOT DETRACT FROM THE NATURAL GROWTH OF THE PLANT SPECIES. EXCESSIVE PRUNING SUCH AS POLLARDING OR TOPIARY SHOULD BE DISCOURAGED. 2. REGULARLY FERTILIZE SHRUBS WITH SLOW RELEASE COMMERCIAL FERTILIZER. 3. APPLY INSECTICIDES REGULARLY TO CONTROL INFESTATIONS. 4. UTILIZE AN APPROPRIATE PESTICIDE TO CONTROL SNAIL INFESTATION. SHRUBS (CONTINUED) MAINTENANCE TIMETABLE 1. SHRUBS SHOULD BE PRUNED AND SHAPED EVERY 3 MONTHS 2. FERTILIZE SHRUBS 2 TIMES A YEAR AND AS NEEDED (MARCH AND SEPTEMBER). 3. APPLICATION OF INSECTICIDES SHOULD BE PERFORMED 2 TIMES A YEAR. 4. IN AREAS WHERE SNAIL INFESTATION IS A PROBLEM, PESTICIDES SHOULD BE DISPENSED EVERY MONTH. TURF AREAS THE TURF AREA AT IONIS FITNESS CENTER CAN BE FOUND IN THE EAST SIDE OF THE BASKETBALL COURT & EAST OF THE OUTDOOR DINING AREA. MAINTENANCE RECOMMENDATIONS 1. THE LAWN/TURF AREA NEEDS TO BE MOWED, SWEPT AND EDGED ON A REGULAR BASIS. 2. PERIODICALLY REPLENISH THE SOIL NUTRIENTS WITH FERTILIZER TO PROMOTE HEALTHY AND ABUNDANT LAWN GROWTH. 3. PERIODICALLY APPLY HERBICIDES TO CONTROL THE SPREAD OF WEEDS AND UNDESIRABLE PLANT GROWTHS. 4.PERIODICALLY APPLY INSECTICIDES AND PESTICIDES TO CONTROL THE PROLIFERATION AND DESTRUCTION CAUSED BY APHIDS, SNAILS, INSECTS, GRUBS AND OTHER PESTS. 5. THATCH THE LAWN AREA WHEN AND IF IT BECOMES TOO THICK. 6. PERIODICALLY AERATE THE LAWN/TURF SURFACE. ADD TOP DRESSING MIXTURE TO AREAS THAT HAVE LOST SOIL AND ARE BELOW FINISH GRADE. THIS WILL CONTROL THE CHANGE OR MINOR SUBSIDENCE OF FINISH LANDSCAPE GRADES AND KEEP DRAINAGE PATTERNS CONSISTENT. 7.ALL PESTICIDES INTENDED FOR USE SHALL BE ON THE STATE LIST FOR ACCEPTABLE PRODUCTS. APPLICATORS ARE TO POSSESS A CURRENT STATE PESTICIDE APPLICATOR'S LICENSE. NOTICES SHOULD BE POSTED AT A CENTRAL LOCATION AND RECREATION AREAS TO NOTIFY IONIS EMPLOYEE OF SPRAYING ONE WEEK IN ADVANCE. 8. A LICENSED C-27 LANDSCAPING CONTRACTOR SHOULD BE HIRED TO PERFORM LAWN CARE, FERTILIZING AND SOIL AERATION. A PROPERLY LICENSED PEST CONTROL COMPANY MAY ALSO BE UTILIZED FOR A FULL SPECTRUM OF PEST AND INSECT ELIMINATION SERVICES. MAINTENANCE TIMETABLE 1. THE LAWN/TURF AREA SHOULD BE MOWED AND SWEPT WEEKLY. MOWING REQUIREMENTS MAY INCREASE TO 2 TIMES WEEKLY DURING SUMMER (JULY -SEPTEMBER) IF OPTIMUM FERTILIZATION LEVELS ARE MAINTAINED AND ADEQUATE WATERING CYCLES ARE PERMISSIBLE. EDGING WILL NEED TO BE PERFORMED EVERY 2 WEEKS AFTER THE MOWING. SIDEWALKS SHOULD BE SWEPT AFTER ALL MOWING AND EDGING HAS BEEN COMPLETED. 2. SOIL FERTILIZER FOR THE LAWN/TURF AREA SHOULD BE APPLIED 6 TIMES A YEAR, EVERY OTHER MONTH. 3. APPLICATION OF PRE-EMERGENT HERBICIDES TO CONTROL WEED GROWTH SHOULD BE PERFORMED EVERY 6 MONTHS. 1. A THICK LAWN/TURF AREA SHOULD BE THATCHED AS NEEDED IN THE SPRING (MAY) APPROXIMATELY EVERY TWO YEARS. 2. AERATE THE LAWN/TURF AREA AND APPLY TOP DRESSING MIXTURE AS NECESSARY ANNUALLY, TYPICALLY IN THE FALL. 3. PESTICIDE APPLICATION FOR THE CONTROL OF SNAILS, APHIDS AND OTHER PESTS SHOULD BE PERFORMED EVERY MONTH WHERE INFESTATION IS A PROBLEM. APPLICATION OF INSECTICIDES TO CONTROL ANTS, FLEAS AND OTHER INSECTS SHOULD BE ACCOMPLISHED 2 TIMES A YEAR BY A LICENSED PESTICIDE APPLICATOR ONLY. 7. THE LAWNS/TURF AREA SHOULD BE TREATED FOR GRUBS ANNUALLY IN THE SPRING (MAY). FERTILIZATION GUIDELINES PROFESSIONALLY DESIGNED AND INSTALLED THE LANDSCAPING IMPROVEMENTS FOR IONIS FITNESS CENTER MUST BE MAINTAINED. THE FOLLOWING FERTILIZATION GUIDELINES ARE GENERAL RECOMMENDATIONS AND SHOULD BE REVIEWED AND ADJUSTED BY A PROFESSIONAL LANDSCAPE ARCHITECT ANNUALLY AND AS NECESSARY. FERTILIZATION GUIDELINES (CONTINUED) MAINTENANCE TIMETABLE LAWNS: BI-MONTHLY OR AS NEEDED TO ASSURE THE PROPER MAINTENANCE OF THE TURF AREAS. STANDARD, COMMERCIAL, NON-BURNING FERTILIZER FOR A TOTAL OF9 TO 12 LBS. OF NITROGEN PER 1000 SQ. FT. PER YEAR OR 1 112 TO 2 LBS. OF ACTUAL NITROGEN PER 1000 SQ. FT. PER BIMONTHLY APPLICATION. FERTILIZER IS TO BE WATERED IN AFTER EACH APPLICATION. GROUND COVER AND ANNUALS: QUARTERLY OR AS NEEDED TO MAINTAIN AN APPEARANCE OF DENSE, LUSH PLANT GROWTH. COMMERCIAL FERTILIZER TO PROVIDE 2 LBS. ACTUAL NITROGEN PER 1000 SQ. FT. PER YEAR IN FOUR APPLICATIONS. VINES AND PERENNIALS: BI-YEARLY. COMMERCIAL FERTILIZER WITH 3 LBS. OF ACTUAL NITROGEN PER 1000 SQ. FT. TWICE ANNUALLY. TREES AND SHRUBS: AS NEEDED AND NOTED; ABOVE AND BEYOND THE GROUND COVER APPLICATIONS WHEN PLANTS ARE NOT LOCATED IN GROUND COVER AND TURF AREAS. SOLUBLE NITRATE FERTILIZER. MATURE TREES; 1/2 LB. OF ACTUAL NITROGEN PER INCH OF TRUNK DIAMETER MEASURED FOUR FEET FROM THE GROUND. NOTE: ALL FERTILIZER IS TO BE APPLIED EVENLY WITH A THOROUGH WATERING TO FOLLOW. L 4.2 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BU IL T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 14 14 PLANNING DIVISION SHEETS 5. SYSTEMATICALLY CUT BACK PLANT OVERGROWTH TO MAINTAIN UNIFORMITY AND PREVENT OTHER PLANTS AND SHRUBS FROM BEING IMPEDED. REMOVE OVERGROWN AND UNSIGHTLY VEGETATION AS NECESSARY. 5. PRUNING AND PEST CONTROL CAN BE PERFORMED BY A LICENSED C-27 LANDSCAPING CONTRACTOR. A PEST CONTROL COMPANY COULD BE HIRED SEPARATELY TO PERFORM THE PESTICIDE APPLICATIONS. ANYONE APPL YING THE PESTICIDE MUST POSSESS A CURRENT STATE PESTICIDE APPLICATORS LICENSE. LANDSCAPE 'v!ATNTf:Ni\NCll GUJDET.TMc F'OR: 1-----+--+------------------ir-----i-----;----r------, 6. REPLACE ANY BARE SPOTS WITH GROUND COVER OF THE SAME SPECIES AND VARIETY. \..p.,NDSC.,q,o<:' 7. A LICENSED C-27 LANDSCAPING CONTRACTOR OR STAFF SHOULD BE HIRED TO PERFORM PLANT CARE, ,/';"~~'--s P "Ec,r, ~,r,q, FERTILIZING AND APPLICATION OF HERBICIDES. A PROPERLY LICENSED PEST CONTROL COMPANY WITH STATE ::> 1 ✓~, J/ ;:, , ' 0 ~( _..,., PESTICIDE APPLICATOR LICENSED APPLICATORS MAY BE CONTRACTED FOR REGULAR PESTICIDE AND ·-::,-/1!-_ ~ INSECTICIDE APPLICATIONS. .1; ,,,;,., s;,aJH ,;. 0'~ l?t_A 337-\ +'~ l'e-oq..: OF CAL\Y LA NERI LANDSCAPE; ARCHITECTURE 928 HORNBLEND STREET, SUITE # 3 $AN DIEGO, CA 92109 858/274-3222 WWW.NERlLA.COM Expiration Date: 6 /30 /17 DEVELOPERS NAME: -"B""IO=M=E~DR=E~AL~T~Y ______ l----+--t-----------------1r----t-----1----i---, ADDRESS: 17190 BERNARDO CENTER DRIVE SAN DIEGO, CA 92128 TELEPHONE: 858.485.9840 DATE PLAN PREPARED: 07/05/16 --~------8 Y: NERI LANDSCAPE ARCHITECTURE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL IONIS FITNESS CENTER APPROVED i~,'/i (J &.-~~-~ "t-I-CL,, PLANNING DATE DRWN BY: OH PROJECT NO. DRAWING NO. CHCKD BY: JN SDP 16-09 493-5L