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HomeMy WebLinkAboutDWG 537-1L; SDP 2021-0028; LEGOLAND PARKING STRUCTURE #02; 01-12GENERAL NOTES 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. AS-BUILT PLANS IRRIGATION AS-BUil T PLANS ARE REQUIRED TO BE SUBMITTED TO THE CITY AND SHALL BE PREPARED AS REQUIRED BY THE ENGINEERING AND PLANNING DIVISIONS. THE FINAL PLANS SHOULD BE PREPARED BY THE LANDSCAPE ARCHITECT FROM DIMENSIONS PROVIDED BY THE CONTRACTOR. FINAL AS-BUILT PLANS SHALL BE DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY, AND FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY PRIOR TO RELEASE OF SECURITIES. LEGOLAND PARKING STRUCTURE NO. 2 1 LEGOLAND DR., CARLSBAD, CA 92008 1310 Rosecrans St., Suite G, San Diego, CA 92106 619.236.1462 LIC. CA 2138 j NV 219 j AZ 34139 VICINITY MAP CITY OF OCEANSIDE HIGHWAY '8 • • I CITY OF VISTA • PACIFIC OCEAN DI ROA • ~ ,,__o CITY OF SAN MARCOS • • r. CITY OF ENCINITAS .. j LOCATION MAP PALOMAR AIRPORT RD. RT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG • - \}, 0 CJ <fl \!) Vi 0 ? PROJECT k1TE I \ ~ ~DSC,4pc' ~ ,usrus -16~;1,-s- (j" ~ .. ~. ::,, .,;. $1 ' I Qir.. \. RENEWAL DATE ) ~.r, 02-13-2±, ~ ;,., ...._ 6.o.lt ..,;. ,"r' ;, # e or cAL\fO - r ./ 7 ~ NOT TO SCALE DATE i INITIAL DESIGNER OF WCRK UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Expiration Date:0S-31-2:i DRAWING INDEX: SHEET TITLE SHEET NUMBER TITLE SHEET 1 DEMOLITION PLAN 2 PLANTING LEGEND & NOTES 3& 4 PLANTING PLANS 5 PLANTING DETAILS 6 /RR/GA TION R. W. TITLE SHEET cil 7 -'" /RR/GA TION HYDROZONES 8 IRRIG. LEGEND & NOTES 9 /RR/GA TION PLANS 10 /RR/GA TION DETAILS 11 & 12 TOTAL NUMBER OF SHEETS 12 DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT. THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT TH£ DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY TH£ CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH TH£ APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVA T/ON PLAN, FIR£ PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELA TEO TO LANDSCAPING . BY: JEFF J. JUSTUS J:/vQ ... •· -= 02/13/2024 PHONE NO: (~) 236-1462 REGISTRATION NO: RLA-4028 EXPIRATION DATE: _05~/._3_1/~2_0_2_5 ____ _ WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH TH£ REQUIREMENTS FOR LANDSCAPE AND /RR/GA 770N PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HA VE PREPARED THIS PLAN IN COMPLIANCE WITH 1HOSE REGULATIONS AND THE LANDSCAPE: MANUAL. I CER77FY THAT 1H£ PLAN IMPLEMENTS 1HOSE REGULATIONS TO PROV/0£ £FF/CIENT U OF WA BY: JEFF J. JUSTUS 02 13 2024 SIGNED UNDER P£NAL TY OF PER JU PHONE NO: ( ~) =2=36~-~1~4=62~----- REGISTRATION NO: RLA-4028 £XPIRA TION DATE: ~0=5/.~3~1~/.=20=2=5~---- BACKFLOW PREVENTER TESTING: ALL BACKFLOW PREVENTERS SHALL BE TESTED BY A C£RTIFl£D TESTER AND RESULTS MUST 8£ GIV£N TO 1HE CITY AND 1HE WATER DIS1RICT. CALL (760) 438-2722 TO OBTAIN APPROVED CON1RACT BACKFLOW TESTERS. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPP£R". INSPECTION PROCEDURES: INSPECTION OF 1HE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF WORK, OR 1HE LANDSCAPE ARCHITECT OF WORK'S DESIGNATED AGENT. REFER TO 1HE SPECIF/CATIONS FOR THE SCHEDULE OF REQUIRED INSPEC770NS ANO REQUIRED SUBM/TTALS. FOLLOWING COMPLE770N OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPL£TED BY SUBMIT77NG THE "FINAL LANDSCAPE CERTIFICATION FORM" EMAIL TO: bp@dugmoredesignstudio.com. LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 436-7327. PRIOR TO BEGINNING LANDSCAPE WORK: THE CON1RACTOR SHALL CONTACT 1HE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE DESIGNER OF WORK SHALL REVIEW 1HE PROJECT U77LITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM INVASIVE FJ/.ANT GROWTH AND ROOTS. ' APPROVr/J F-0,R !RR/GA TION ANO PLAllJTING ONLY, lf✓CLUOING PRECISE LOCA T/Of'J OF PLAN T/1\JG / A,R[A. 11 AS BUIL T 11 RCE EXP. DATE REVIE\JED BY: T-1.0 INSPECTOR DATE I SH~ET 11 CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: LEGOLAND PARKING STRUCTURE N0.2 LANDSCAPE TITLE SHEET 7 ... -.,, -· ..... --· ... ---------APPROVFI): ,,,/1 . 4ft:. . ., ?,[2.6[24 PLANNING DWN FlY: TT PROJECT NO. DRAWING NO - ---DATE IN!T!/\L 0/\ TE INITIAL CHKO BY: TS LPC2O23-OO26 kl::. VISION l)l-SCklf-' IION RVWO BY: JJ SDP2O21•028~1<; _ 537-1L OTHER APPROVAL CITY APPROVAL I • I ~ ,- 1 .--·• ---. + ~ + ' + ,_ t -' ---------· +· '+ +.-' + + ___ +_·- -+-+-·.-i-·+-+ + + ---+ ------;--··-.._ + + ~+-r ' +_ + ,- ' • + + + + + + -+ + + + +. + + A-9-14 1" - LOCATE EXISTING MAINLINE AND WIRES AND REMOVE SEE SHEET L-2.1 FOR ADDITIONAL INFORMATION ·-------- A-9-13I A-1-121 1" - 1 11 - ---------------- PROTECT IN PLACE, OR REPLACE IN KIND EXISTING SIGN TO REMAIN, 1 PROTECT IN PLACE 1 ---,;:-- + + + .++...:..++➔ ·+++++. + + ~ ' + ➔ ~ - SEE CIVIL PLANS FOR SITE EXISTING SIGN TO REMAIN, PROTECT IN PLACE EXISTING GATE TO BE REMOVED PER CIVIL PANS I I ~i~ ·+++,+. ' + + -+ + -! -I-+ -: ::,<:x: C" • < • :~: ; ' :/:::::: *: LL :E 0 I-+ + + ~ :::x:x: + + + + 4-+ + + + + + + + + + + ...,.. + + . + + + + + + + + ~~~--~-+++~~ + + + + + + +::¥:~~·+: -~+ ! • -+ + + x➔-~ "~1'+ + -~+:,+:ft + 'f + ----. ----- CLEAR AND GRUB PLANTER .AREA, TYP. A-9-17 1" - DEMOLITIO'---'--N-=------ ~-----PROTECT EXISTING IRRIGATION AND PLANTING BEYOND LIMITS OF WORK, TYP. EXISTING SIGN TO BE REMOVED AND RE-INSTALLED + + ~ ...._____.__ _% ___... CLEAR AND GRUB PLANTER AREA, TYP . -------- PROTECT IN PLACE, OR REPLACE IN KIND ·-~, ,., ,._._-,,, -·<> I I EXISTING TREES TO REMAIN: SYBMOL )'--A-:'( ,,\11,,T ~-~->- 1-:/ I \'-1.. >--y-< CODE BOTANICAL NAME PIN HAL PINUS HALEPENSIS QUEAGR QUERCUS AGRIFOLIA I I COMMON NAME ALLEPO PINE COAST LIVE OAK +---_,,.,_--w ----,l'---1 1" - REMARKS SYBMOL 30' -50' HT. X 20' -40' SPREAD 40' -60' HT. X 40' -50' SPREAD 1" -W-----/--W ----W ----;_ CODE BOTANICAL NAME METEXC METROSIDEROS EXCELSA L COMMON NAME NEW ZEALAND CHRISTMAS TREE 1" -w -----w -----.L-V/ 1" - REMARKS 20' -30' HT, X 10' -15' SPREAD 0 10 20 40 SCALE: 1" = 20'-0" DA TE INITIAL DESIGNER OF WORK A-9-11 111 - I A-i-181 1" - A-9-19 1" - I +,_-+I I ' + + + ~ + + + -1-+ + + + + -+ + + + - I ' -· REVISION DESCRIPTION I I I I I I I I . I I I I I I I I I I ---- i I / I I I I I I DEMOLITION LEGEND: SYBMOL .,_ .,_ i-i-i-_,_ fo0 g~1 X DESCRIPTION REMOVE EXISTING IRRIGATION MAINLINE, WIRES AND EQUIPMENT, TYPICAL REMOVE EXISTING /RR/GA TION HEADS AND LATERALS . CLEAR AND GRUB PLANTER AREAS, TYPICAL. TRENCHING FOR NEW SEWER. EXISTING PLANTING, IRRIGATION MAINLINE, WIRES, AND EQUIPMENT PROTECT IN PLACE, OR REPLACE IN KIND EXISTING TREE TO BE REMOVED -'--CLEAR AND GRUB PLANTER w z -_J r::: a::: w a_ 0 a::: ' Cl. AREA, TYP. f PROTECT EXISTING IRRIGATION AND PLANTING BEYOND LIMITS OF WORK, TYP. ••• .,. ., .. I I PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE DESIGNER OF WORK SHALL REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. GENERAL NOTE: ANY EXISTING PLANTING AND IRRIGATION DESIGNATED TO REMAIN ON SITE SHALL BE PROTECTED IN PLACE. ANY EXISTING PLANTING OR IRRIGATION DAMAGED DURING THE COURSE OF THE PROJECT SHALL BE REPLACED IN KIND TO THE SATISFACTION OF THE CITY PER LANDSCAPE MANUAL REQUIREMENTS, fi ' L-0.1 --- -1310 Rosecrans St., Suite G, 5.in Diego, CA 92106 619.236.1462 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA UC. CA 2138 I NV 219 I AZ 311139 APPROVED: .J~ ~ ) -i{zr;/zA PLANNING u DATE OWN BY: I I PROJECT NO. DRAWING NO, DATE INlllAL DATE INITIAL CHKD BY: TS LPC2023-0026 537-1 L OlHER APPROVAL CITY APPROVAL RVWD BY: JJ SDP2021-0256, . LANDSCAPE PLANTING NOTES: 1. CONTRACTOR SHALL REVIEW PLANTING SPECIFICATIONS BEFORE BEGINNING WORK. 20. PLANTING TABLETS SHALL BE GRO-POWER PLANTING TABLETS 12-8-8 (12 MONTH SLOW WELO Worksheets Estimated Total Water Use 2. CONTRACTOR SHALL REVIEW PLANTING INSTALLATION DETAILS PRIOR TO BEGINNING RELEASE FORMULATION). A landscape project sub.iect to the \~ater Efficient Landscape Ordinance shall include the ET\)VC for WORK. 21. 1 GALLON GROUND COVER MATERIALS SHALL BE PLANTED TO WITHIN 12" OF ADJACENT the plans, including the calculations used to ,letcrrninc the ET\X,'C. The F.TWU for a proposed 3. CONTRACTOR SHALL VISIT SITE AND BECOME FAMILIAR WITH CONDITIONS UNDER WHICH SHRUB STEMS. Water Efficient Landscape Worksheet project shall not exceed the l\.IAW A. The follo,ving equation shall be used to calculate the ETWU for WORK SHALL BE DONE PRIOR TO BIDDING. 22. ALL PLANTING BEDS SHALL HAVE 4" (FOUR INCH) THICK MULCH LAYER. MULCH" SHALL BE This worksheet is filled out by the project applicant and it is a required element of the 1,andscape each landscaped arrn and the entire project: 4. ALL WORK WILL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF CARLSBAD "FOREST FINES" BY AGRI SERVICE INC, OCEANSIDE, CA. RATES AS SPECIFIED ON PLANS, Documentation Package. ETWU = (ETo)(0.62{ PFl~HA +SLA) AND THE TECHNICAL SPECIFICATIONS FOR THE PROJECT. FREE OF STICKS, STONES, CLAY OR OTHER FOREIGN MATERIAL. CONTRACTOR SHALL HYDROZONE INFORMATION TABLE 5. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE SUBMIT SAMPLE TO OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO INSTALLATION. Please complete the hydro.zone table(s) for each hydro.zone. Use as many tablc.s as necessary to EXISTING CONDITIONS OR WITHIN THE PLANS PRIOR TO BEGINNING WORK. 23. ALL PLANTING SHALL BE GUARANTEED THROUGH THE ESTABLISHMENT PERIOD (SEE provide the square footage oflandscapc area per hydrozone, The abbreviations used in the equation have the following meaninp: 6. FINISHED GRADES SHALL BE SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER. PLANTING SPECIFICATIONS). ESTABLISHMENT PERIOD SHALL BE 90 DAYS. TREES AND Controller Hydrozone Zone Irrigation Plant Hydrozone ¾ofTotal ETWU Estimated total water use in gallons per year. CONTRACTOR SHALL MAINTAIN A MINIMUM 2% DRAINAGE AWAY FROM BUILDINGS AND SHRUBS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR, BEGINNING FROM THE DATE # * or Method** Type /Factor Area Landscaped ETo Evapotranspiration in inches per year. PAVING INTO DRAINAGE STRUCTURES OR TO STREET (SEE ENGINEERS GRADING AND OF THE FINAL ACCEPTANCE OF THE ESTABLISHMENT PERIOD. Valve *** (PF) (Sq. Ft.) Area 0.62 Convers,on factor to gallons per square foot. DRAINAGE PLAN). CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY 24. AT COMPLETION OF THE ESTABLISHMENT PERIOD, APPLY COMMERCIAL FERTILIZER Existing MW 14 & 18 R .5 3,950.69 272% PF Plant factor from WCCOLS (15-15-15) AT 2LBS/1000SF TO TURF AREAS ONLY AND WATER IMMEDIATELY WITH A LW '"· ,u "· °' R .3 10,577.75 72,8% J Iydrn7.onc Area in square feet. Each I IA shall be c1}1ssified based upon the OF ANY CONFLICTS IN MAINTAINING DRAINAGE. 23A-25B HA 7. OWNER'S REPRESENTATIVE SHALL APPROVE ALL FINISH GRADING PRIOR TO PLACEMENT THOROUGH IRRIGATION CYCLE. data included in the landscape and irrigation plan as high, moderate, low, or OF ANY PLANT MATERIAL. 25. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL AREAS IN A WEED AND DEBRIS-FREE very low water use. CONDITION THROUGHOUT THE ESTABLISHMENT PERIOD. IE Irrigation Efficiency of the irrigation method used in the hydrozonc. 8. CONTRACTOR SHALL IMMEDIATELY, UPON THE AWARD OF THE CONTRACT, ORDER, SLA Special landscaped a:rca in square feet. LOCATE AND PURCHASE (OR HAVE HELD) ALL PLANT MATERIAL REQUIRED BY THESE 26. COORDINATE PLACEMENT OF TREES WITH SITE LIGHTING. CANOPY OF TREE AT ULTIMATE PLANS AND SPECIFICATIONS. INCLUDE PURCHASE AGREEMENT WITH PLANT SUBMITTALS. SIZE SHALL NOT BE PLACED SO AS TO CONFLICT WITH LIGHTING THROW ALONG PARK .. . .. - ----------- WALKWAYS. ----------------------------9. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE FOR OBSERVATION AT THE Moderate Water Use FOLLOWING TIMES: 27. PLANT MATERIAL SHALL BE GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE OF ETWU = (44.00) (0.62) [((,5 X 3,950.69) / .75) + OJ THE PROJECT SITE. --MAINLINE -PRIOR TO BACKFILL AND PRESSURE TEST --LATERAL LINES-PRIOR TO BACKFILL 28. FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC ETWU = (27.28) (2,633.794) --CONTROL WIRES -PRIOR TO BACKFILL YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A ·--·---·-·--- DEPTH OF SIX INCHES INTO THE SOIL. SOILS WITH GREATER THA 6% ORGANIC MATTER IN ETWU = 71,849.892 --TREE LOCATIONS-PRIOR TO PLANTING THE TOP 6 INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. -----... Total 14.528.44 100% --IRRIGATION COVERAGE-PRIOR TO PLANT PLACEMENT 29. PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED TO Low Water Use --PLANT APPROVAL AND SPOTTING PRIOR TO PLANTING A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED ETWU = (44.00) (0.62) [((.3 X 10,577.75) I .75) + 0] MEET THE REQUIREMENT OF THIS SECTION. *Hydrozone #Jrrigadon lt1'ethud ***Plant Factor from --PRE-MAINTENANCE APPROVAL IT. W -Very Low Water U..-.e PlalJls MS = J,1],.:ro~sp1·ay WUCOLS IVor list ns water ETWU = (27.28) (4,231.1) --POST-MAINTENANCE/FINAL APPROVAL. 30. THE APPLICATION OF ORGANIC MULCH MATERIALS MADE FROM RECYCLED OR L W ~ Low Water Use Plants S=Spmy fetmzre as 1tppropriute POST-CONSUMER MATERIALS SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS MW -Moderate Water [l.,;e Plant!i R=Rotor 10, THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY REPAIRS MADE NECESSARY HW' -Higl1 Water Use Plants B::: Rt1bblcr ETWU = 115,424.424 UNLESS RECYCLED OR POST-CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY D=Drip THROUGH THE ACTIONS OR NEGLIGENCE OF HIS CREW. AVAILABLE. O=Other 11. SOIL AMENDMENTS SPECIFIED ARE FOR BIDDING PURPOSES ONLY. ACTUAL TYPES AND 31. ANY CHANGES TO THE BIO-SWALE LAYOUT/DESIGN SHALL BE REVIEWED AND APPROVED Total QUANTITIES WILL BE BASED ON SOIL ANALYSIS PROVIDED BY CONTRACTOR AFTER BY THE LANDSCAPE ARCHITECT PRIOR IRRIGATION AND PLANTING INSTALLATIONS. Maximum Applied Water Allowance ETWU = 187,274.317 ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON THE 32. PLANTINGS LOCATED WITHIN THE BIO-SWALE SHALL BE FULLY KNITTED IN AND PROVIDE A landscape project subject to the Water b:fficient I ,and scape Ordinance shall include the I\1AWA for SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. SOIL TEST SHALL BE Hydrozone Table for Calculating ETWU COMPLETE COVERAGE OF THE SWALE AREA IN ORDER TO PROVIDE A WORKING FILTER the plans, including the calculations used to determine Lbe ::vfA \-X1J\. A landscape project shall not PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE CITY). THE TEST PRIOR TO FINAL PROJECT APPROVAL. exceed the MA WA. The MAWA for a landscape project shall be determined by the following Please complete the hydrozonc tabk(s). Use as many tables as necessary. SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING: equation: -ORGANIC MATTER CONTENT 33. EROSION CONTROL FABRIC BLANKET SHALL BE INSTALLED PRIOR TO PLANTING ON ALL CITY OF CARLSBAD ESTIMATED TOT AL WATER USE ffiTWUl -N, P, K SLOPES THAT ARE STEEPER THAN 4:1. EROSION CONTROL FABRIC BY NORTH AMERICAN Residential: MAWA = (ETo)(0.62)[(0.55 x LA) + (OAS x SLA)] Hydro:-:one Number (1 -5 wiLh SLA Zone Below-1.1se ns many lnbles GREEN, MODEL SC150 AVAILABLE FROM: PACIFIC SOILS STABILIZATION (800) 473-1965 Non-Residential: MAWA = (ETo)(0.62)1(0.45 x LA) + (0.55 x SLA)] -pH as necess:i r to comnlete all hvdrozones) INSTALL PER MANUFACTURER'S INSTRUCTIONS. The abbreviations used in the equation have the fallowing meanings: Process Step -EC No. (Below) I 2 3 4 5 SLA 34. PRIOR TO PROJECT CLOSE OUT, CONTRACTOR SHALL PROVIDE A LANDSCAPE AND MAWA Maximum Applied Water Allowance i.n gallons per year. Evapotrnnspiration Rate -SOIL TEXTURE (SILT, CLAY, SAND) IRRIGATION MAINTENANCE SCHEDULE AND AN IRRIGATION AUDIT AS REQUIRED BY THE ETo Evapotranspirarion in inches per year. WTo'* I 44.00 -RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE CITY WATER ORDINANCE. 0.62 Conversion factor to gallons per square foot. Conversion Factor 2 0.62 FERTILIZATIONS 0.55 or 0.45 ET adjustment factot (KTJ\F) for plant factors and irrigation efficiency. THE RESULTS AND RECOMMENDATIONS OF THE SOILS TESTING LABORATORY SHALL BE Project; LEGOLANO PARKING S1RUC1URE P1 AND P2 LA Landscaped area includes special landscaped area in square feet. (Step 1 x Step 2) 3 27.28 SUBMITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR Date: 15-DeC•23 0.45 or 0.55 The additional ET adjustment factor for a special landscaped area (1.0 -0.55 ~ Plant Factor (Pl<)** (From Project No.: 21-106 0.45 ot 1.0 -0.45 = 0.55) \\TCOT.S) (v1.W -H'wJ 4 .5 .3 AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR Prepared by: Schmidt Oesign Group, Inc. TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. SLA Special landscaped area in s9uare feet. (Recycled Water) (0.1 -0.8) . . " ~-"" --- CONTRACTOR SHALL FURNISH OWNER'S REPRESENTATIVE WITH A COPY OF TEST RESULTS Area ofHydro?.One (sq. ft.) 5 3,950.69 10,577.75 WATER SCHEDULE DEVLOPED UTILIZING HISTORICAL ET """le FOR 'THE HIGHEST EVAPOTRANSPI .... TION MON'TH RECORDED YEARLY (JULY ET (HA) AND RECEIVE WRITTEN APPROVAL FOR AMENDMENTS/SOIL PREPARATION PRIOR TO RA lES WERE USED TO DElERMINE "THE BASE WATER SCHEOUL~ Show Calculation: (Step 4 x Step 5) 6 1,975.345 3,173.325 l1m& Available for overhead Watering: 10pm to 6am. (Note: no wsto!ing to be usod b0twnm1 Gam and 10pm) INSTALLATION. . ... BID MIX FOR TURF AND SHRUBS AREAS: FORMut.A: Te (60 X ETX PFI I (PRX EA)X 7 I 2where: Irrigation Efficiency (IE)*** 7 . 75 .75 SOIL AMENDMENTS BID MIX SHALL BE THE FOLLOWING PER 1000 SQUARE FEET: T = IRRIGATION TIME (in minutes) MAWA = (44.00) (0.62) [(0.45 x 14,528.44) + (0.55 x 14,528.44)] (SLep 6 + Step 7'; 8 2,633.794 4,231.1 ET• Evapotranspiratlon Rate per Day• 0.149 (City Standard for Area ~ 44.00) - 4 CU. YDS. NITROGEN STABILIZED ORGANIC AMENDMENT 'KELLOG NITRO MULCH' PF= CROP COEFFICIENT {0.3 LOW AND 0.5 MODERATE FOR SHRUBS AND .5 FOR lREES) (f otal All StLp 8 + Total 6,864.894 PR= PRECIPITATION ""TE(0.98 FOR DRIP, 1.93 BUBBLERS, 0.60 AND0.39 FOR ROTARY SPRAYS BASED ON MODEL) MAWA = (27.28) (14,528.44) SLA ::::q. ft. in Step 5) 9 -20 LBS. GRO-POWER PLUS EA= APPLICATION EFFICIENCY (0.75 for OVERHEAD SP,...Y; 0.81 FOR SUBSURFACE) (Step 3 x Stc.p 9) E:e.tirnatcd water Minutes -100 LBS. GYPSUM minutes per water days per p,n run MAWA = 396,335.843 T ota1 Water Use in 1:,rallons lO 187,274.317 "SOIL PREP" TO BE MIXED INTO THE TOP 6" OF SOIL THROUGHOUT THE SITE EXCEPT ON day ET PF PR EA days week day per year (F,'r'\'X-'U) -'J'otal sh~ll not exceed MA WA SLOPES GREATER THAN 3: 1. SHRUB ROTAFtY = 60 0.149 0.3 0.6 0.75 7 2 21 BID MIX FOR SHRUB BACKFILL: 1REE BUBBLER ETo* ***IE • 60 0.149 0.5 1.93 0.81 7 2 10 West ofl-5 = 40.0 .1.lficro-.,;pray ~ .SO PLANTING AND BACKFILL MIX FOR PLANT PITS AND TABLETS SHALL BE AS FOLLOWS PER DRIP IRRIGATION CUBIC YARD: = 60 0.149 0.5 0.98 0.81 7 2 20 East of I-5 and West of El Camino Renl: 44.0 Spray=.72 East of El Camino Re:J = 47.0 Rotor=.72 -70% OF NATIVE SOIL Applicant may prm1de a different ETo if MP Rotator= .75 STATION TYPE GPM Station Run lime Sun Mon Tues Wed Thurs Fri Sat supported by documentation subject ro approval Bubbler=. 75 -30% NITROGEN STABILIZED ORGANIC AMENDMENT lREE BUBBLER 14.00 A-7-20 10 . . . X . . . by the City Planm"ng Divitdon Drip= .80 -16 LBS GRO-POWER PLUS SHRUB ROTARY 19.96 A-7-21 21 . X . . X . . 17.27 • A-7-22 ---------- - --- SHRUB ROTARY 21 . X . . X . - -2 LBS. FERROUS SULFATE DRIP IRRIGATION 7.23 A-7-23 20 . X . . X -. SHRUB ROTARY 41.10 A-9-11 21 . X . . X -. THOROUGHLY BLEND THE ABOVE AT A CENTRAL ON-SITE LOCATION PRIOR TO USE. THE SHRUB ROTARY 29.56 A-9-12 21 . X . . X -. ** Plant Factor & Water Use FERROUS SULFATE SHOULD NOT CONTACT PAVING SURFACES AS STAINING WILL SHRUB ROTARY 23.92 A-9-13 21 . X . . X -. 0.1 = VZ:. W-Very Low Water Use Plants lREE BUBBLER 25.00 A-9-14 10 . . . X - --OJ = L W -Low l.f"ater Use Plants RESULT. ~-22.74 A-9-15 21 X SHRUB ROTARY . X . . -. SHRUB ROTARY 24.48 A-9-16 21 . X . . X -. 0.5 = MW -Modewte Water Use Pl:wts 12. SHRUB AND GROUNDCOVER MASS QUANTITIES ARE SHOWN ON PLANS. UNDERPLANT ALL DRIP IRRIGATION 4.30 A-9-17 20 X X Maximum Applied Water Allowance = 396,335.843 gallons per year 0.8 = HW -Higl1 W:Jtcr Use,• Plants . . . -. TREES WITH THE ADJACENT SHRUB AND/ OR GROUNDCOVER AS INDICATED BY THE PLANS. SHRU6 ROTARY 23.86 A-9-18 21 . X . . X -. ---·----·---· -· 32.72 A--g..19 PLANTS SHALL BE INSTALLED WITH TRIANGULAR SPACING. PLANT GROUNDCOVERS TO SHRUB ROTARY 21 . X . . X -. SHRUB ROTARY 14.11 A-9-23A 21 . X . . X . . WITHIN 12" OF TREE OR SHRUB STEMS. SHRUB ROTAR.Y 25.~ 1 A-9-238 21 . X . . X . . 13. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. WHERE SHRUB SHRUB ROTARY 13.10 A-9-24A 21 . X . . X . . SHRUB ROTARY 21.75 A-9-248 21 . X . ' . X -. City of Carlsbad Landscape Manual SYMBOLS ARE MASSED, CONTRACTOR SHALL MAINTAIN A CONSISTENT ON CENTER, SHRUB ROTARY 12.""iO A-9-25A 21 . X . ' . X . . TRIANGULAR SPACING AS SPECIFIED IN LEGEND. CONTRACTOR SHALL VERIFY PLANT SHRUB ROTARY 15.07 A-S-258 21 . X . I . X -. 20.39 AVG.GPM City of Carlsbad Landscape Manual TOTALS FOR BID PURPOSES. TOTAL MINUlES PER DAY= 372.3 minutes L-0.2 14. ALL ROCKS AND DEBRIS TWO INCH (2") AND LARGER SHALL BE REMOVED FROM PLANTING TOTAL HOURS PER DAY= 6.21 hrs 1"0TAL HOURS PER DAY @J 2 valws por cycle = 3.10 hrs AREAS AND THEN FROM THE SITE TO A LEGAL SITE OF DISPOSAL. WHERE THE GRASS IS TO BE LOCATED, ALL ROCKS AND DEBRIS ONE INCH (1") AND LARGER SHALL BE REMOVED Scheduling Parameters for various conditions: APPROVED FOR IRRIGATION Plant Establishment period -Increase water times and days as required to encurage rooting and plant establishment FROM THE SITE TO A LEGAL SITE OF DISPOSAL. !Water daily for first two weeks to encourage rooting -mcnita health of plants and siowly reduce to standard AND PLANTING ONLY, 15. PRIOR TO BEGINNING THE PLANTING OPERATION, IRRIGATE ALL PLANTING AREAS Shrubs;: watering sehedule within 60 days INCLUDING PRECISE LOCATION Water 2--3 times per week for first two weeks to encourage rooting -monitor health of trees and slowly reduce to NORMALLY FOR TWO WEEKS TO GERMINATE WEEDS. APPLY CONTACT HERBICIDE TO Trees: standard watering schedule within 60 days OF PLANTING AREA WEEDS ONLY PER MANUFACTURER, MONSANTO "ROUND-UP" OR EQUAL. REPEAT PROCESS IF WEEDS PERSIST. Established Landscape -Bet Base Watering schedllle in c:ontrci!er per the abo1.e scheduling parameters (Based en Summertime water budgetting) Adjust base schedule seasonally based on historical ET values or utilize la::al weather station data for daily or I SH~ET 11 I 16. PERCOLATION TEST SHALL BE CONDUCTED IN ACCORDANCE WITH THE LANDSCAPE Shrubs: seascnal adjustments CITY OF CARLSBAD SPECIFICATIONS. Adjust base schedule seasonally based on historical ETwlues or utilize local weather statioo data for dail}' or Trees:-seasonal adjustments PLANNING DIVISI□N 17. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL LANDSCAPE IMPROVEMENT PLANS FOR: PLANTING AREAS SHALL BE THOROUGHLY WATERED. Temporarily Irrigated Areas-No temporary irrigated areas exist on this site. LEGOLAND PARKING 18. PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY OWNER'S REPRESENTATIVE DUE TO Seasonal Adjustment Factors Summer (June -August) Base Schedule -100% (adjust based on weather c:o,dilions) STRUCTURE N0.2 CONDITION, FORM OR DAMAGE BEFORE OR AFTER PLANTING. Fall (Sept -NOV) Base Schedule• 10'.Yo reduction (Adjust based en weather conditioos) Tum off during periods of rain Winter Dec-Feb) Base Schedule• 20% reductioo (Adjust based on weather coodit1ons) Tum off during perkds ofra!n \.-t,.NOSCAp(" LANDSCAPE CONSTRUCTION NOTES 19. ALL TREES WITHIN 5' OR LESS OF HARDSCAPE SHALL BE INSTALLED WITH A ROOT Sorina (Mar -May) Base Schedule -20% reduction (Adjust based on weather conditions) Tum off during periods ofraln ~:.y ,osrus ,,_ ~ BARRIER. ROOT BARRIER SHALL BE INSTALLED PARALLEL TO HARDSCAPE SURFACE FOR A '~ ... APPROVED: _,,,fJ, ,A/G. J t.J ~ .... ~ ~ , /-z.r;/z.4 DISTANCE OF 12' FROM THE CENTER LINE OF THE TREE TRUNK IN BOTH DIRECTIONS, OR J} t!I CJ. . ,, -AS INDICATED ON PLAN. ROOT BARRIER TO BE MANUFACTURED BY "DEEPROOT" OR Note: Irrigation schedule to be set ccosistent with the Water Efficient Landscape Ordinance end shall not exceed the values indicated in the MAWA ' PLANNING II DATE OwnerrMaintenance contractor shall re\liew water bills monthly to coo firm monthly and annual water eonsumpt Jo!-O:.s "BIO-BARRIER" OR EQUIVALENT. '-·--. DATE ) DWN BY: TT PROJECT NO. DRAWING NO. 11-02-1 r,,-24 11- l.f';-l),t, '" DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: TS LPC2023-0026 537-1 L •r # REVISION DESCRIPTION ~ or c~\.\fO DESIGNER OF WORK OlliER APPROVAL CITY APPROVAL RVWD BY: JJ SDP2021 0250 SLOPE REQUIREMENTS: SLOPES-6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: a. STANDARD #1 -COVER CROP/ AND EROSION CONTROL MATTING: COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. THE TYPE OF EROSION CONTROL MATTING SHALL BE AS APPROVED BY THE CITY AND AFFIXED TO THE SLOPE AS A RECOMMENDED BY THE MANUFACTURER. ON SLOPES OF 3 FEET OR LESS IN VERTICAL HEIGHT WHERE ADJACENT TO PUBLIC WALKS OR STREETS: WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15, EROSION CONTROL MATTING SHALL BE REQUIRED. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR EROSION CONTROL MATTING MAY BE USED. ON SLOPES GREATER THAN 3 FEET IN HEIGHT, EROSION CONTROL MATTING SHALL BE REQUIRED AND A COVER CROP SHALL NOT BE USED, UNLESS OTHERWISE APPROVED BY THE CITY. b. STANDARD #2 -GROUND COVER: ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). c. STANDARD #3 -LOW SHRUBS: LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 1-GALLON CONTAINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). d. STANDARD #4-TREES AND/OR LARGE SHRUBS: TREES AND/OR LARGE SHRUBS (PLANTED FROM A MINIMUM OF 1-GALLON CONTAINERS) SHALL BE INSTALLED AT A MINIMUM RATE OF ONE (1) PLANT PER TWO HUNDRED (200) SQUARE FEET. SLOPES -6:1 OR STEEPER AND: a. 3' OR LESS IN VERTICAL HEIGHT AND ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT A MINIMUM STANDARD #1 (COVER CROP OR EROSION CONTROL MATTING). b. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2 AND #3. c. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2, #3, AND #4. AREAS GRADED FLATTER THAN 6:1 REQUIRE A COVER CROP PER STANDARD #1 WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: a. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. b. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. c. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. PLANTING ZONE NOTES: 1. TOTAL SITE WITHIN LIMITS OF WORK IS ESTIMATED AT 132,600 S.F. 2. TOTAL LANDSCAPED AREA WITHIN LIMITS OF WORK ESTIMATED AT 14,384.44 S.F. 3. PERCENT OF TOTAL SITE USED FOR LANDSCAPING IS ESTIMATED AT 10.85%. 4. PERCENT OF THE LANDSCAPED AREA OF EACH PLANTING ZONE: ZONE ONE-82% ZONE TWO-18% ZONE THREE (NOT USED) -0% ZONE FOUR (NOT USED) -0% 5. 50 PERCENT OF THE SHRUB MATERIAL SHALL BE PLANTED AT 5 GALLON SIZE. 50 PERCENT OF ALL SHRUB MATERIAL SHALL BE PLANTED AT 1 GALLON SIZE. 6. SHRUBS SHALL BE MASSED IN PLANTING AREAS COVERING APPROXIMATELY 60 PERCENT OF THE TOTAL LANDSCAPED AREA. 7. THE PLANTING ON THE PROJECT'S SLOPES SHALL SCREEN THE RETAINING BUILDING WALL APPROXIMATELY 75 PERCENT AT MATURITY. 8. GROUND COVERS SHALL BE PLANTED WITHIN 12 INCHES OF SHRUB PLANTINGS. 9. ALL PLANT MATERIAL SHALL BE SPACED AT 70 PERCENT OF MATURE SIZES. 12-18" ON CENTER SPACING TYPICAL FOR GROUNDCOVER SPACING FOR EROSION CONTROL ON SLOPES. ZONE 1: DEFINED BY THE CITY OF CARLSBAD AS "LUSH" PLANTED AREAS SQUARE FEET ZONE 1 PLANTING AREAS; INCLUDES 11,795.24 SHRUB/ TREE PLANTINGS AT HIGHLY VISIBLE BUILDING FACES ZONE 2: DEFINED BY THE CITY OF CARLSBAD AS "MODERATE" PLANTED AREAS SQUARE FEET OF ZONE 2 PLANTING AREA THAT INCLUDES 2,589.2 SHRUB/ TREE PLANTINGS ON SLOPES AND IN SWALE AREAS ZONE 3: DEFINED BY THE CITY OF CARLSBAD AS "NATURALIZING OR TRANSITIONAL" PLANTED AREAS NOT USED. NO TRANSITIONAL AREAS INCLUDED ON THE SITE. ZONE 4 (NATIVE/NATURALIZED HABITAT) NOT USED. THE ENTIRE LANDSCAPED AREA WITHIN LIMITS OF WORK WILL BE IMPACTED AND ALL PLANTING AREAS WILL BE ESTABLISHED WITH IRRIGATION. MAINTENANCE RESPONSIBILITY: ALL PROPOSED IMPROVEMENTS ARE WITHIN PRIVATE PROPERTY. MAINTENANCE AND LIABILITY FOR THE ENTIRE SITE SHALL BE THE RESPONSIBILITY OF THE OWNER. •------,,.•====~=•'""'"°"""""""'""""==-""'""=--~==--•=~•••>''"''"--'=-=-'~"""=~~--,=-,,«>•~=,,M~,,=-,~,=•a,~,=•••''•=•,~-,,=~'"'-"""""'""'-"'"""""'===-"""'°"""''•""'•""'""""'"''°"'='•''·~'"'"°°"''""''-'"'""'-'•'•''"'=,~,,e'-''""'"""""""''»>t,C,,>M"X'<Oo,n~,,,""'''°''"'""""'"'"-""""'"''-''""''"'"*''"'""""""'n=s•="'-~•W-'"""'""'-=~~~ti~<,=•lli~<-=,,=a•~=,~~==-• •===•=,s~u=•~'""•-••-~••~•-••-~--,.)'f ,., I PLANT SCHEDULE SYMBOL • . . EXISTING TREES 0 I V VI SHRUBS 0 BOTANICAL NAME TAXODIUM MUCRONATUM TRISTANIA CONFERTA PINUS HALEPENSIS QUERCUS AGRIFOLIA PITTOSPORUM TENUIFOLIUM PROTECT IN PLACE HAMELIA PATENS PROTECT IN PLACE SESLERIA AUTUMNALIS PROTECT IN PLACE CAREX SUBFUSCA PROTECT IN PLACE COMMON NAME MONTEZUMA CYPRESS BRISBANE BOX ALLEPOPINE COAST LIVE OAK VARIGATED TAWHIWHI FIREBUSH AUTUMN MOOR GRASS BROWN SEDGE EXISTING MULCH TO REMAIN. REPLACE WHERE IMPACTED BY NEW CONSTRUCTION. HAMELIA PATENS 'COMPACTA' DWARF FIREBUSH HETEROMELES ARBUTIFOLIA TOYON CONT WUCOLS QTY DETAIL 24"BOX MODERATE 1 2/L-1.1 24" BOX MODERATE 8 2/L-1.1 EXISTING LOW 16 EXISTING VERY LOW 3 EXISTING MODERATE EXISTING LOW EXISTING MODERATE EXISTING MODERATE EXISTING 5GAL LOW 65 7/L-1.1 15GAL VERY LOW 17 7/L-1.1 CONSTRUCTION LEGEND: SYMBOL DESCRIPTION OJ []] []] []] [IQ] [IT]I ______ , !JI] @] [ill I !~JI OIi [ill j2_c>J [ill 4" DEPTH PEDESTRIAN CONCRETE PAVING, NATURAL GREY WITH MEDIUM BROOM FINISH, TYPICAL PER CIVIL PLANS. PARKING STRUCTURE VEHICULAR ACCESS, PER CIVIL PLANS PARKING STRUCTURE PEDESTRIAN ACESS, PER CIVIL PLANS ELEVATOR AND STAIRS WITHIN PARKING GARAGE, PER ARCHITECTURAL PLANS EXISTING BIOFIL TRATION BASIN, PROTECT IN PLACE, OR REPLACE IN KIND. SEE DETAIL 1/L-1.1. CURB OPENING AND COBBLE RIP-RAP FOR DRAINAGE, PER CIVIL PLANS CURB AND GUTTER IMPROVEMENTS, PER CIVIL PLANS EXISTING STORM DRAIN, PROTECT IN PLACE. EXISTING WATER MAIN, PROTECT IN PLACE. BROW DITCH, PER CIVIL PLANS PARKING STALL STRIPING, PER CIVIL PLANS. PLANTER ISLANDS, TYPICAL. EXISTING CURB AND/OR GUTTER, PROTECT IN PLACE. EXISTING PARKING STALLS TO REMAIN, PROTECT IN PLACE. ASPHALT PAVING REPAIR OR REPLACEMENT PER CIVIL PLANS. REPAIR AND REPLACE ANY DISTURBED EXISTING VEGETATION AND IRRIGATION TO MATCH EXISTING. PROVIDE SHRUBS AT 5 GALLON MINIMUM -4' O.C. AND GROUND COVER 1 GALLON MINIMUM AT 24" O.C. NEW SEWER LINE, PER CIVIL PLANS. NEW LOCATION OF RELOCATED EXISTING SIGN NEW FIRE LANE SIGN PER CIVIL PLANS. NEW STORM DRAIN LINE. PER CIVIL PLANS. 0 0 MELALEUCA NESOPHILA 'LITTLE NESSIE' LITTLE NESSIE PINK MELALEUCA 5 GAL LOW 72 7/L-1.1 SYMBOL BOTANICAL NAME COMMON NAME GROUND COVERS )00000000000 } o o o o o o o o o o o CARISSA MACROCARPA 'GREEN CARPET' GREEN CARPET NATAL PLUM ~ MUHLENBERGIA DUBIA ~ VINCAMINOR NOTE: PINE MUHLY COMMON PERIWINKLE CONT 1 GAL 1 GAL PLUGS WUCOLS SPACING DETAIL LOW 36" o.c. 3/L-1.1 LOW 36" O.G. 3/L-1.1 MODERATE 12" o.c. 3/L-1.1 L-0.3 PLANT QUANTITIES ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CALCULATE AND VALIDATE ALL PLANT QUANTITIES AT THE TIME OF BID DEEPROOT UB 24-2 TREE ROOT BARRIER LANDSCAPE STATEMENT: THE LANDSCAPE DESIGN IS BASED ON A MEDITERRANEAN LANDSCAPE CHARACTER THAT CREATES AN ATTRACTIVE FACILITY TO MEET THE NEEDS OF LEGOLAND AND COMPLY WITH THE CITY'S LANDSCAPE REGULATIONS. THE MEDITERRANEAN PLANT PALETTE IS COMPOSED OF SHADE TREES, ACCENT TREES, DROUGHT TOLERANT AND ACCENT SHRUBS. THE PLANT MATERIALS USED THROUGHOUT THE PROJECT ARE DROUGHT TOLERANT TO ENSURE THE PROJECT'S VISUAL SUCCESS WITH A MINIMAL IMPACT ON WATER RESOURCES. 4/L-1.2 APPROVED FOR IRRIGATION AND PLANTING ONL~ INCLUDING PRECISE LOCATION OF PLANTING AREA l-------l'---1--------------l----l-------1-----1-----11 SH4EET 11 CITY OF CAR LS BAD I ===·====:::::::::PL:::A:::N::::N:::IN::::G::::::::Dl::::V::::l:::SI::□:::::N====::::!· l-----+--+----------------+----+--1----1----1 LANDSCAPE IMPROVEMENT PLANS FOR: LEGOLAND PARKING STRUCTURE N0.2 LANDSCAPE CONSTRUCTION LEGEND l----+---+--------------1--+--+---+---I I APPROVED=_.fi._ ?IQ,LC 1 '}[2,;/z_f I t---t--+---------------+----+--1----+---1 ~-P=:LA=NN"'IN"'G:===:;;;;;::=:::;-;::==~=:'====~:::D::::ATE::::::::=~- 1---ccc-+~~+---------------+----+--l----l----l DWN BY: TT PROJECT NO. DRAWING NO. DA TE INITIAL DATE INITIAL DATE INITIAL TS REVISIO DES f----'---1----'-----1 CHKD BY: LPC2023-0026 537-1 L DESIGNER OF WORK N CRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: JJ SDP2021•0250- ~ 0:::: 0 s LL 0 I--::E _J '--. ------ / /' I . I ::iooo ::, 0 (DO :) 0~ 0 ::, o op :>o o ::, 0 0 ::, 0 ' ::,::, • . 1 • • I ::, '~ ~., 1 "' __ -"! ' ·. :., ... EXISTING PARKING STRUCTURE TO REMAIN . 0 'ii\ , t,{ 'iii! ' Q Y-,: ,: ,fr ; VJ ' 'Q ]; ;_ k -\;'; -,A -0 l'--' n • ,o-_ 6-~ 71 11 I EXISTING SIGN TO REMAIN, PROTECT IN PLACE □ D □ D .....-.ac.=~~-.------~ EXISTING SIGN TO REMAIN, PROTECT IN PLACE ------ -[] D • D D PROPOSED PARKING STRUCTURE 0 01' 1;;:;' lr.i O "vs Vic' w: 0 ,:,::· 0 • ----- D 9 D 0 0 0 0 0 0 EXISTING 8" AC WATER PLANTING TO MATCH EXISTING 0 o_o_o ;l½ ,:., --- ----..::::: . □ ·--EXISTING FIRE HYDRANT EXISTING SIGN TO REMAIN, PROTECT IN PLACE D aijl~ 1 ---,.:::;:~-EXISTING SIGN TO REMAIN, ----' {EJ PROTECT IN PLACE ~~ PLANTING TO MATCH EXISTING □. EXISTING 8" AC WATER EXISTING CMWD EASEMENT PER DOCUMENT NO. 13408 au!~ D 1" WATER SERVICE WITH BACKFLOW PREVENTER, PER CIVIL 6" FIRE SERVICE WITH BACKFLOW PREVENTER, PER CIVIL a~l~ □ D • 17 : I 0 17 • • rr;~~'-"'-11 ~~~E lJ • • LIMIT OF WORK . 0 20 CONTRACTOR TO HAND DIG WITHIN THE EXISTING TREE CANOPY . COORDINATE WITH LEGOLAND ARBORIST PRIOR TO REMOVING OR CUTTING ANY ROOTS 2" OR LARGER 0 10 20 40 SCALE : 111 = 20'-0" 0 I I I I I I I I I ·o I I I I I I ·• - I . -. --1 c:.r, --c::::::> "-'CJI' • I I I I I I I I I I I I I GENERAL NOTES: 1. SEE SHEET L-0.2 FOR PLANTING NOTES. 2. ALL PLANTER AREAS SHALL HAVE POSITIVE SURFACE DRAINAGE TO A MIN. 2" AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. SEE CIVIL PLANS FOR DRAINAGE SYSTEMS. 3. ANY EXISTING OFF-SITE ADJACENT LANDSCAPING THAT IS DAMAGED AS PART OF THE ACTIVITIES OF THIS PROJECT WILL BE REPLACED IN-KIND AND SIZE PER THE ORIGINAL PLANTING PLAN. 4. ALL PROPOSED UTILITIES TO BE SCREENED BY PROPOSED VEGETATION. I NOTE: FOR PLANTING NOTES SEE SHEET L-0.2. I LANDSCAPE CALCULATIONS WITHIN PARKING AREA: TOTAL SQFT OF PARKING AREA WITHIN LIMITS OF WORK INCLUDING STRUCTURE= 132,600 S.F. TOTAL SQFT OF LANDSCAPE AREA= 14,384.44 S.F. PERCENTAGE OF AREA USED FOR LANDSCAPING= 10.85% PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE DESIGNER OF WORK SHALL REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. .o I ::s:::: .. ·o:::· 0 s LL 0 I--~ ...I 0 I I I I I I I I I I lo I I I I w z -..J >-I-0::: w a. 0 0::: a.. L-1.0 APPROVED FOR IRRIGATION AND PLANTING ONL~ INCLUDING PRECISE LOCATION OF PLANTING AREA •/:======================================r-l -sH5-EET-l-:=.I -=--=-:::::.c~rT-;;:;;.Y-:;::.:::::.o:::::.F~:::::.c-=-A~R-:;::.L-s=B-;:..A~D-:;::.-=--=-,-1 _ PLANNING DIVISI□ N I t----+----+--------------t----+----,f----+-----1 :======='.,'::::::===:::::::::::::::::::::::::::::::::::::=:;;=::==;======::::; 1-----+---+---------------+-----+----,1------+------1 LANDSCAPE IMPROVEMENT PLANS FOR; I LEGOLAND PARKING I STRUCTURE N0.2 LANDSCAPE CONSTRUCTION PLANS t----+----+--------------t----+----,f----+-----f 1-AP_P_Ro_v_E_.D~""-"-"'='-'4i)CL/-.J.:.l!~• ... «""e'----'3(z,;/z4 t----+----+--------------t----+----,f----+-----f ~P::::LA~NN~IN:::::G=:::;;;;:=;-;:=Uf----=1J==::::::::::===:::;;:::=DA=TE==::::; 1-----+---+---------------+-----+----,1------+------1 OWN BY: TT PROJECT NO. DRAWING NO. DATE INITIAL REVISION DESCRIPTION ,__.□A_TE~_IN_ITI_AL-+-_DA_TE~_IN_ITI_AL---. CHKD BY: TS LPC2023-0026 537-1 L DESIGNER DF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: JJ SDP2021-925fr BIOFILTRATION BASIN PER CIVIL CLEAN OUT/ DRAIN OPENINGS PER CIVIL; PROVIDE 6" CLEARANCE FROM OPENING(S), TYPICAL .. :· . ~' ,·,. ,:',, ,', ,,: .. : ', ., LEGEND: CD ADJACENT MATERIAL PER PLANS ® FILTER FABRIC ® AMENDED SUBGRADE © COARSE AGGREGATE LAYER; SEE CIVIL PLANS ® BIO-FILTRATION SOIL LAYER. SEE CIVIL PLANS FOR MIN. DEPTH @ PLANTING IN SWALE (SEE PLANTING PLAN) (jJ PLANTING ON SIDE SLOPES (SEE PLANTING PLAN) ® IMPERVIOUS LINER; 30 ML. EPDM MEMBRANE TO EXTEND BEYOND BIOSWALE LIMITS AND ANCHORED BELOW THE SURFACE AS SHOWN. @ ADJACENT TREE WITH STAKING PER PLANTING PLAN. @) PARKING GARAGE PER ARCHITECT NOTES: A. BIOFILTRATION SOIL, GRAVEL BED AND LINER DEPTH PER CIVIL PLANS. ~-17 ~-<8 2X ROOT BALL - LEGEND: CD PLANTING BACKFILL PER NOTES AND SPECIFICATIONS. ® ROUGHEN SIDES AND BOTTOM OF PIT. G) FINISHED GRADE OF LAWN. © "CINCH-TIE" MANUF. BY V.I.T. COMPANY, INC .. ATTACH PER MANUF. SPEC'S. AND SECURE WITH FURRING NAIL AT STAKE. ® 3 INCH MULCH LAYER, 36" MIN. CLEAR OF TURF ® ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE. r-;'-, (2) 2" DIA. X 8' LONG LODGEPOLE \.'J STAKES. NOTE: USE TWO STAKES FOR TREE'S 15 GALLON (#15) AND LARGER. ® WATER BASIN. ® PLANTING TABLETS PER NOTES AND SPECIFICATIONS. ~ SOIL BALL RESTING ON FIRM SOIL TO ~ AVOID SETTLING. NOTE: MAINTAIN A 36" CIRCLE OF MULCH AROUND ALL TREES -NO TURF SHALL OCCUR WITHIN THIS AREA. 1 TYPICAL BIOFILTRATION SECTION 2i-------------0 TREE PLANTING NO SCALE LEGEND: CD EXISTING SUBGRADE ® AMENDED PLANTING BACKFILL PER PLANTING NOTES & SPECIFICATIONS (SEE PLANS) 0 ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE. © FINISHED GRADE ® 3" MULCH LAYER INSTALLED BEFORE PLANTING ® PLANT TYPE AND SPACING AS SPECIFIED ON PLANS 0 EDGE OF PLANTING AREA ® DISTANCE FROM EDGE OF PLANTER TO CENTER OF PLANT TO BE 1/2 THE SPECIFIED SPACING NOTE: A. KEEP MULCH 2-3" FROM TRUNK OF TREE, SHRUB, OR GROUNDCOVER TYP. cJ -•' Cl ' ', , o, a= (";;\ GROUNDCOVER PLANTING 0 NTS 0 ROOT BARRIER ... . . . . . ,', . . •. ·,; •'• ..... : .. . . . .·. •', .:·, •, . .. ' 0 SHRUB PLANTING 7 NTS NO SCALE LEGEND: CD PLANTING BACKFILL PER NOTES AND SPECIFICATIONS ® ROUGHEN SIDES AND BOTTOM OF PIT G) FINISHED GRADE 6 © 2" MULCH LAYER • · ~ 43• ® ROOTBALL SLIGHTLY HIGHER THAN --FINISHED GRADE ® WATER BASIN 0 SOIL BALL RESTING ON FIRM SOIL TO AVOID SETTLING '-----1 7 NOTES: A. KEEP MULCH 2-3" FROM TRUNK OF TREE OR SHRUB TYP. ~---14 LEGEND CD 24" DEEP ROOT BARRIER PER SPECIFICATIONS/ AS SHOWN ON PLANS ALONG FACE OF PAVING, CURB, WALL, ETC. ® CONCRETE PAVING PER PLAN (WHERE APPLICABLE) G) EXTEND TOP OF ROOT BARRIER 1/2" MINIMUM ABOVE FINISHED GRADE © TREE PLANTING PER DETAILS ® CONCRETE CURB PER PLANS (WHERE APPLICABLE) NOTES: A. CONTRACTOR SHALL INSTALL AND ASSEMBLE ROOT BARRIER PER MANUFACTURERS RECOMMENDATIONS 4 3 rr_ "111 111 11 ' FIELD VERIFY /7 DIRECTION OF Y PREVAILING WIND AND ALIGN STAKES, TYP. 5 -111~~~~~~~ Tl I 1, Iii lT' I • a: i----2X ---i ROOT BALL WIDTH NO SCALE t 6" t 2" ll'-' r 3'MIN. LEGEND: CD PLANTING BACKFILL PER NOTES AND SPECIFICATIONS. r,i\ ROUGHEN SIDES AND BOTTOM \.::../oFPIT. ,,;\ CHAMFER SLOPE AND PROVIDE \.V EROSION CONTROL FABRIC ON SLOPES DURING PLANT ESTABLISHMENT TO PREVENT EROSION, TYPICAL. © FINISHED GRADE. ® MULCH LAYER PER NOTES. ® ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE. 0 "CINCH-TIE" MANUF. BY V.I.T. CO, INC. OR EQUAL. ATTACH PER MANUF. SPEC'S. AND SECURE WITH FURRING NAIL AT STAKE. ® (2) 2" DIA LODGEPOLE STAKES. B' LONG FOR 15 GALLON 10" LONG FOR 24" BOX OR LARGER. POLES SHALL BE INSTALLED IN LINE TO DIRECTION OF PREVAILING WIND. ® WATER BASIN. FRONT AND REAR SLOPES SHALL BE GRADED NO GREATER THAN 1 :1, TYPICAL. @ PLANTING TABLETS PER NOTES. @srnL BALL RESTING ON FIRM SOIL TO AVOID SETTLING. NOTES: A. KEEP MULCH 2-3" FROM TRUNK, 5-----------® TREE PLANTING ON SLOPE TYP. NO SCALE 1 --~ -~---14 ~--16 LEGEND: CD PLANTING BACKFILL PER NOTES AND SPECIFICATIONS. ® ROUGHEN SIDES AND BOTTOM OF PIT. G) FINISHED GRADE. © 3 INCH MULCH LAYER. ® ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE. ® WATER BASIN. FRONT AND REAR SLOPES SHALL BE GRADED NO GREATER THAN 1:1, TYPICAL r-;'-, SOIL BALL RESTING ON FIRM SOIL TO \.'J AVOID SETTLING. ® CHAMFER SLOPE AND PROVIDE EROSION CONTROL FABRIC DURING PLANT ESTABLISHMENT TO PREVENT EROSION. ® COMPACTED SUBGRADE. NOTES: A. KEEP MULCH 2-3" FROM TRUNK OF TREE OR SHRUB TYP. 6r------------® SHRUB PLANTING ON SLOPE NO SCALE L-1.1 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA 1------t--t------------+--+---+--f----l I SH6EET 11 CITY OF CARLSBAD . PLANNING DIVISION t-----+--+-----------------1-----+--t---+------1 ~LAN=.;:D;;S;;C::.AP~E::=;:IM:;P;;R;;O=:VE::;::M:;E~N~T:::P~LAN~:;:S::;F~O~R::::: =====~ LEGOLAND PARKING STRUCTURE N0.2 LANDSCAPE CONSTRUCTION DETAILS l----+--+----------------+----4---f----4f-------l I APPROVED:/7.. ~ ~ ~ ~ ~ 7?/z-5/2.4 t----+--+----------------t----+----lt----t----1 PLANNING DATE ~D;:::;WN;;:::::B;';Y:;::: =:;;;TT;;;:=::;-;:==P=R=o=JE=c=r=N=o=. =:::;;:==DR=A=w=, N=G=No=;_ CHKD BY: TS LPC2023-0026 537-1 L RVWD BY: JJ SDP2021 0256 DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL GENERAL NOTES RECYCLED WATER NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. ALL WORK SHALL BE DON£ IN ACCORDANCE WITH TH£ CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. DRINKING WATER FOUNTAINS AND DES/GNA TED OUTDOOR EA TING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR MISTING. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY, AND MISTING. HOS£ BIBS ARE STRICTLY PROHIBITED. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. HOURS FOR /RR/GA TION WITH RECYCLED WATER ARE FROM 10: 00 P.M. TO 6: 00 A.M. TH£ 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 8£ UNDER THE SUPERVISION OF THE DESJGNA TED 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 ANO PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULATIONS. 10. NON-DES/GNA TED 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. /RR/GA TION HEADS SHALL 8£ RELOCATED OR ADJUSTED TO MINIMIZE OR ELIM/NA TE OVER- SPRA YING ON SIDEWALKS, STREETS AND NON-DESIGN A 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 REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VAL VE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF TH£ CALIFORNIA HEAL TH AND SAFETY CODE. 14. ALL /RR/GA TION PIPE SHALL BE STENCILED WITH WARNING, "NON-POTABLE 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 8£ PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULATORY 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. 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. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECT/NG PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WA 7ER ·Do NOT DRINK# SIGN SHALL BE CALLED OUT ON THE PLANS. 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DES/GNA TED 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 DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT CHRISTOPHE BRUCHEZ AT (760) 846-0839 OR AFTER HOURS CONTACT CHRISTOPHE BRUCHEZ AT (760) 846-0839 22. ALL PUBLIC AND PR/VA TE 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 BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE WATER DISTRICT. CALL (760) 438-2722 TO OBTAIN APPROVED CONTRACT BACKFLOW TESTERS. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL 8£ "SCHEDULE K HARD COPPER." r BL/\CK LOGO RECYCLED WATER SYSTEM (PRIVATE) LEGOLAND PARKING STRUCTURE NO. 2 SHEET TITLE /RR/GA TION R. W. TITLE SHEET /RR/GA T!ON HYDROZON[S IRRIG. LEGEND & NOTES /RR/GA T!ON PLANS SHEET NUMBER 7 8 9 10 < SIGNAGE NOTES 1 TH£ FOLLOWING GUIDELINES FOR TH£ USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY AR£ EASILY VISIBLE. PLACE ON 8-1 /2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 1. GUIDELINES FOR RECYCLED WATER US£ A. B. C. D. E. F. G. /RR/GA TE 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 US£ OUTSIDE THE NORMAL SCHEDULE. /RR/GA TE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPL/CATION RA TE SHALL NOT EXCEED THE JNFIL TRA TION RA TE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO B£ COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RA TE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY TH£ EFFICIENT SCHEDULING OF THE AUTOMATIC 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 £LIM/NA TE OV£RSPRA Y ONTO AREAS NOT UNDER TH£ 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 £DUCA TING EACH EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED THAT WATER JS FOR /RR/GA TION PURPOSES ONLY AND 15 NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MOD/FICA TIONS TO ANY PR/VA TE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT £NG/NEERING 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 ON£ SID£, AND "AV/SO -AGUA IMPURA-NO TOMAR" 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 TO EACH VALVE AS FOLLOWS: 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 AUTOMATIC 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 TH£ EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY THE DR., CARLSBAD, NOTE: THE CONNECTION TO THE NEW IRRIGATION MAINLINE AND VALVES SHALL BE HIGHLINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF A CROSS-CONNECTION TEST PERFORMED BY CMWD AND DEH. FINAL CONNECTION TO THE EXISTING RECYCLED IRRIGATION MAINLINE IS TO BE PERFORMED ONLY AFTER APPROVALS FROM CMWD AND DEH. EXISTING 3" SITE RECYCLED WATER METERS (QTY. 2) -POINT OF CONNECTION. PROJECT TO TIE INTO EXISTING PER PLAN. SEE EXISTING RECYCLED WATER POC ENLARGEMENT ON SHEET L-2.3. ---RC--- LEGEND PROPOSED RECYCLED WATER /RR/GA TION MAINLINE (PURPLE); CONTRACTOR TO CONNECT NEW /RR/GA TION TO THE EXISTING FOR LANDSCAPE IMPROVEMENTS EXISTING RECYCLED MAINLINE TO REMAIN ® POTABLE WATER METER RECYCLED WATER METER CA 92008 I I 'i • /'\'J i. ''~ o l ., /RR/GA T/ON DETAILS TOTAL NUMBER OF SHEETS TIE-INTO EXISTING 2" RW MAINLINE 48 GPM / 80 PSI "DO N9T DRINK" SIGij C PROPOSED RW LINE; ~" NOTED TO BE INSTALLED IN _.-- 0 PLANTING AREAS PER PLAN, !"'. --------t 0 TYPICAL 0 0 0 0 .. -·"" 0 -0-------C 0 0 NEW-PARKING 0 0 STRUCTURE 0 0 C 0 0 0 0 0 0 0 ' 0 0 " 1 1 & 12 6 .. PROJECT .. LIMIT OF WORK LINE, I TYP I " 1. RIGHT OF j~ WAY/ I PROPERTY LINE I ~ i 00 ~ BACKFLOW PREVENTION LEGOLAND+...-.'.i~~::2_;;; :_ (Z:. fZ? ··•· ENTRY DRIVE I I l '- t •1 H R'l' " RG FS [ZZ] !::,. DEVICE INSTALL PER CMWD POTABLE WATER LINE RECYCLED WATER LINE RECYCLED WATER PRESSURE SUPPLY LINE FIRE SERVICE LINE RECYCLED WATER USE AREA DO NOT DRINK SIGN "DO NOT-·--,., DRINK"' SIGN TIE-INTO EXISTING 4" RW MAINLINE. 170 GPM / 80 PSI I I RECYCLED WATER SITE MAP WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND /RR/GA TION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULA T/ONS AND THE: LANDSCAPE: MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. BY: JEFF J. JUSTUS 02 13 2024 SIGNED UNDER PENAL TY OF PERJURYi PHONE NO: ( ..fil2__) .:a2e.c3,,_6-_1c..,4.,ec6,__2 ____ _ REGISTRA T/ON NO: RLA-4028 EXP/RA TJON DA TE: -"0"-5/'-'3"-'1.L./=2-"'02.,.,5"------ RC--I I 0 0 1 0 0 .) ·[··.· •.•.• •. • • I PROPOSED RW LINE; I fl) . •; NOTED TOBE i~. INSTALLED IN I i PLANTING AREAS PER I / ii i PLAN, TYPICAL I ! I NORTH INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR THE LANDSCAPE ARCHITECT OF WORK'S DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM" EMAIL TO: bp@dugmoredesignstudio.com. LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 436-7327. CITY or OCEANSIDE INSPECTION PROCEDURES HIGHWAY 78 1. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE: 0 0 I en __J I M N 0 N :c w 0 A. REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED LINES (HORIZONTALLY AND VERT/CALLY). B. PIPE: IDE:NTIFICA TION. C. SLEEVING AT CROSSINGS. WATER NOT TO SCALE APPROVED FOR IRRIG.~ TION ANO PLANTING ONLY, 1 1\CLUOING PRECISE LOCATION OF PLANTING ARlA CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS TH£ LANDSCAPE ARCHITECT OF WORK, OF D. APPROPR/A TE MATERIALS AND MARKINGS, INCLUDING PROPER QUICK COUPLERS. AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY HEALTH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. CITY OF VISTA COUNTY CF SAN DIEGO DEPARmENT OF ENVIRONMENTAL HEALTH AflD QUALITY L~ND AND WATER QUAUTv DIVISION MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HA VE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. FIRM NAME & ADDRESS: SCHMIDT DESIGN GROUP INC. 1111 6TH AV£. SUITE 500 SAN DIEGO CA 92101 JEFF J. JUSTUS 02/13/2024 PHONE NO: ( ..fil2__) 236-1462 REGISTRATION NO: RLA-4028 EXP/RA TJON DA TE: ""05"'/c...,3'--'1-'-/""20,,.,2""5'------ 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. 5/GNAGE INSTALLED PE:R PLAN. B. CONTROLLER STICKERS. C. TAGGING OF VALVES. D. COVERAGE TEST AFTER COMPLETION OF THE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE. £. ALL ASPECTS OF THE /RR/GA TION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. H. CROSS-CONNECTION TEST IF REQUIRED. I. COLOR CODED, LAMINA TED CHARTS INSIDE EACH CONTROLLER. PACIFIC OCEAN r DATE "AS BU IL T" AVE TITLE DATE ) REVIEWED BY INSPECTOR DATE ;: PURPLE BACKROUND_ / ~ 1' BLACK LETTERS 1 36" / In Order to Conserve Water ... DI RT 3. ANNUAL INSPECTION SHALL INCLUDE: CITY OF ENCINITAS VICINITY MAP CARLSBAD MUNICIPAL WATER DISTRICT WARNING RFCYCLFD WATFR DO NOT DRINK R CYCLED WATER SH HANDS AFTER CONTACTING LAVESC: SUS fA/\NOS DESPIJES DE USAR \ 1" BL.ACK I.ETTERS 7 2" X 36" SIZE \.__ 2" BLACK LETTERS .032 ALUMI\IUM, .060 ;I.BS "LASTIC OR STICK-ON VINYL SIGNS TYPICAL SIGNS RECYCLED WATER IN USE DO NOT DRINK NO TOME EL AGUA WASH HANDS AFTFR CONTACTING LAVESE SUS MANOS DESPUES DE LISAR 18" X 18" SIZE 1310 Rn,:;eo,m_,; St., Suite G, San Diego, CA 92106 619.236.1462 UC. CA 2138 ! NV 2191 AZ 34139 .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL S!GNS DIAL TOLL FREE 1-800-422-4133 AT LEAST lWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOU1HERN CALIFORNIA A COMPLETE INSPECTION THAT ~LL COVER A-I OF THE DISTRICT FINAL INSPECTION. L-2.0 SHEET 7 CITY OF CARLSBAD PLANNING DIVISION REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. t----+--+----------------l----+--4----1---t PRIVATE (ONSITE) RECYCLED 1----1----l-----------------1------1----1-----l----1 WATER SYSTEM FOR: CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAM ADDRESS: LEGOLAND PARKING STRUCTURE N0.2 LANDSCAPE IRRIGATION TITLE SHEET --------------11--====t====t=============================c====t====t====t===jl----..::~~:..::::..:.:.:~~.:.::::.::...:.:~:..::::~:..:..----1 D APPRO~ ,tz.s-12.A l----l----+-----------------+----1---1-----l----lPLANNING D1\TE . '2 7 TELEPHONE: ______ 1---------~----~-----1 1- -='--.!L'.c.l'...'1,,,<'--"---"-""-''-'--=--'-~ • 2. • '1 ll 1----------------------1---DA-=-+-1N-IT-IA-L +----------------+-----1----l-----1----IIDRWN BY: TT PROJECT NC. DRAWING NO. V, DATE PLAN PREPARED:__________ '" DATE INITIAL DATE INITIAL DISTRICT CNGINEER Expiration Date: os-:s1-2s DATE ENGINEER OF WORK REVISION DESCRIPTON _::.:.:.:.::-1...::.::._::.-1-.::::.::.::._~::.:.:::'.:_f,,,.cH'°"c"'"KrJ:-:H,,:-Y:-:· T::::Sc--J,.-,J-----ILPC2023-0026 537-1 L 8Y: OTHER APPROVP.L CITY APPROVAL • • SDP2021.az56 . ,, ,, .. , I I I I I ,,.·1Jr10: 4" I I I -I i~: I I __:1 I -1- 1--1'-I'-' I 11 "l'-,oll I I U '-1 '\.II "I'--' '-'"II '\.\J'-' I \JI '\.I-I'-' I '\.L...IVl/,11,a 0 :ff ti· J:J{ 0 -----0 □ □ □ □ □ Q, D D i 1----------□--------~□ ---PROPOSED PARKING STRUCTURE I I I I I I I ~ 0::: 0 s LL 0 I- ~ ...J ( ' I ,,h I -· I I - ,): D I I I --------' i ; I D I I D I ): I I I 1----- -_ 'Y-i«">"ih>'¾<v,i&,\,;; _,,,, -., --~-· , -' -- RECYCLED WATER SITE MAP WITH HYDROZONES 0-__________ _::__□'::::____::__ _ _::__ ______ ---j □ -- D □ D □ □ [ □ ------------------- -= -- ---- 0 -- I _J □ -- LIMIT OF WORK 0 10 20 SCALE: 1" = 20'-0" □ □ □ □ □ □ □ □ D □ CJ ---.. c. ; •·' . .· ---·- = -- b 0 40 RW I I I I I I I I I 7 : """" ·_: --• ·:,1 ~ 0::: 0 $ . ' ' 0 ( ', I I I I I I I I I I ,_ I I -i .. I I I I w z :·f-1:-' ,,.,~ - 0::: w 11. 0 0::: . 11. I \CA I lo i I I I 0 •k- I I I _j 0 I ! I LEGEND ~ ~ RECYCLED WATER USE AREA -LW HYDROZONE RECYCLED WATER USE AREA -MW HYDROZONE """ ,~,-,, n: 2::: i; 1310 Rosecrans St., Suite G, San Diego, CA 92106 619.236.1462 UC.CA2138 I NV219 I AZ34139 APPROVED FOR IRRIGATION AND PLANTING ONL~ INCLUDING PRECISE LOCATION OF PLANTING AREA t-----t--+--------------1----1---.l.-.-__J _ _J, SH~ET II CITY OF CARLSBAD _ PLANNING D!VISI □N i------J----j----------------l---1----1---__j __ _J ;;:LAN=::;:;D~S;:_:C~AP~E:::;IM;;::P:;:RO;:VE;;;:M::E:::NT==::P:::LAN=:::::s::::FO:=R:=: =====~ LEGOLAND PARKING STRUCTURE N0.2 LANDSCAPE IRRIGATION HYDROZONES i----+---+--------------1------1--'----L___J I APPROVED: ~ .-vQ... ::1, l2.-s /z,.f i-----t----j----------------1-----l---.J_-___J __ _J ;:;-P~LA=.:N~N~IN~G=::::;;;;;;:::::::;--;:::=~=;:::::;:::::;:::::==~;:::::::DA::T:::E==:: DWN BY: ~~-PROJECT NO. DRAWING NO. CHKD BY: TS LPC2023-0026 537-1 L RVWD BY: JJ SDP2021-Sz5t5 DA TE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL IRRIGATION SCHEDULE SYMBOL 24 ADJ F 1Ao /j.>AOJ~F 1404 [QI 1402 SYMBOL l"til $ SYMBOL "~,,, ~ CJ ~ ... ---- MANUFACTURER/MODEL/DESCRIPTION EXISTING SPRAY HEAD TO REMAIN PROTECT IN PLACE RAIN BIRD R-VAN18 1812-SAM-P45 SHRUB ROTATOR, 13'-18' HAND ADJUSTABLE ROTARY STREAM, W/1800 SHRUB SPRAY BODY ON 12.0" POP-UP. WITH SEAL-A-MA TIC CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATION AND NON-POTABLE PURPLE CAP. RAIN BIRD R-VAN24 RD-12-SAM-P45 SHRUB ROTARY, 17'-24' 45-270 DEGREES AND 360 DEGREES HAND ADJUSTABLE MUL Tl-STREAM ROTARY W/RD1800 SHRUB SPRAY BODY ON 12" POP-UP, WI CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. AND NON-POTABLE PURPLE CAP. EXISTING BUBBLER RAIN BIRD 1804-NP-1400 FLOOD FLOOD BUBBLER 4" POPUP WITH NON-POTABLE PURPLE CAP. MANUFACTURER/MODEL/DESCRIPTION RAIN BIRD XCZ-100-PRB-R MEDIUM PLUS FLOW FOR COMMERCIAL APPLICATIONS. PURPLE CAP DESIGNATES FOR RECLAIMED WATER, NON-POTABLE USE. 1" PESBR VALVE AND 1" PRESSURE REGULATING 40PSI BASKET FILTER. 5-20GPM. RAIN BIRD MDCFPCAP DRIPLINE FLUSH VALVE PURPLE CAPE IN COMPRESSION FITTING COUPLER. FOR NON-POTABLE WATER USE. RAIN BIRD ARV050 1/2" AIR RELIEF VALVE, MADE OF QUALITY RUST-PROOF MATERIALS, WITH A 6.0" DRIP VALVE BOX (SEB 7XB EMITTER BOX). USE WITH INSTALLATION BELOW SOIL. THE VALVE WILL ALLOW AIR TO ESCAPE THE PIPELINE, THUS PREVENTING WATER HAMMER OR BLOCKAGE. AREA TO RECEIVE DRIPLINE RAIN BIRD XFD-P-06-18 (18) XFD ON-SURFACE PRESSURE COMPENSATING LANDSCAPE DRIPLINE. 0.6GPH EMITTERS AT 18.0" O.C. DRIPLINE LATERALS SPACED AT 18.0" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. UV RESISTANT. PURPLE TUBING FOR NON-POTABLE WATER. MANUFACTURER/MODEL/DESCRIPTION EXISTING REMOTE CONTROL VALVE RAIN BIRD PEB--PRS-D-NP-HAN 1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH PRESSURE REGULATOR MODULE, AND PURPLE FLOW HANDLE FOR NON-POTABLE WATER USE. EXISTING QUICK COUPLER VALVE NELSON 7645 1" BRASS QUICK COUPLER VALVE WITH ACME THREADS FOR SLOW FLOW CONTROL, WITH LOCKING RUBBER COVER AND PURPLE CAP WITH RECLAIMED WATER WARNING. EXISTING SHUT OFF VALVE NIBCOT-113-K CLASS 125 BRONZE GATE SHUT OFF VALVE WITH CROSS HANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVE LOCATION. SIZE RANGE -1/4" - 3" EXISTING RECYCLED WATER "DO NOT DRINK" SIGN RECYCLED WATER "DO NOT DRINK" SIGN IRRIGATION LATERAL LINE: PVC SCHEDULE 40 ONLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" SIZE. PURPLE FOR NON-POTABLE USE. IRRIGATION LATERAL LINE: EXISTING LATERAL LINE IRRIGATION MAINLINE: PVC SCHEDULE 40 AND CLASS 315 PVC SCHEDULE 40 TO 1-1/2", PVC CLASS 315 SOR 13.5 FOR PIPES 2" AND LARGER. PURPLE FOR NON-POTABLE USE. IRRIGATION MAINLINE: EXISTING MAINLINE PIPE SLEEVE: PVC SCHEDULE 40 PIPE SLEEVE SIZE SHALL BE 2X THE PIPE SIZE DIAMETER AND SHALL ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLING TO EASILY SLIDE THROUGH SLEEVING MATERIAL, EXTEND SLEEVERS 18 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. PURPLE FOR NON-POTABLE USE. PSI DETAIL PRECIP. RATE 45 45 6/L-2.4 0.62 -0.77 IN./HR. 45 6/L-2.4 0.61 -0.73 IN./HR. 40 40 6/L-2.4 DETAIL 3/L-2.5 4/L-2.5 2/L-2.5 1/L-2.5 DETAIL 3/L-2.4 5/L-2.4 4/L-2.4 1/L-2.4 8/L-2.4 8/L-2.4 10/L-2.4 EXISTING IRRIGATION SCHEDULE SYMBOL jMAXICOMI AIR fr FS fr IIl ~ [§I 1§1 MANUFACTURER/MODEL/DESCRIPTION RAINBIRD PEB-PRS-D-NP-HAN PRESSURE REGULATING ELECTRIC CONTROL VALVE NELSON 7645 QUICK COUPLING VALVE WITH LOCKING PURPLE VINYL COVER FOR RECLAIMED WATER-1" RAINBIRD MAXICOM-60 CENTRAL CONTROL SYSTEM ASSEMBLY BY PACIFIC TECHNICAL SERVICES (LOCATED WITHIN LANDSCAPE OFFICE NIBCO T-113 SERIES GATE VALVE WITH BRONZE CROSSHANDLE FOR VALVES 3" AND SMALLER AND NIBCO P-619-RW SERIES RESILIENT SEAL GATE VALVE WITH 2" OPERATING NUT FOR VALVES 4" AND LARGER BERMAD 01-ARA AIR RELIEF VALVE-2" DATA INDUSTRIAL IR-220-P IRRIGATION MAINLINE AND/OR WASH DOWN FLOW SENSOR MASTER VALVE/ BASKET STRAINER ASSEMBLY WITH 40 MESH STAINLESS STEEL SCREEN EXISTING RECYCLED WATER METER EXISTING RECYCLED WATER "DO NOT DRINK" SIGN VALVE SCHEDULE NUMBER MODEL SIZE TYPE A-9-11 EXISTING REMOTE CONTROL VALVE 1-1/2" SHRUB ROTARY A-9-12 EXISTING REMOTE CONTROL VALVE 1-1/2" SHRUB ROTARY A-9-13 EXISTING REMOTE CONTROL VALVE 1" SHRUB ROTARY A-9-14 EXISTING REMOTE CONTROL VALVE 1" BUBBLER A-9-15 RAIN BIRD PEB-PRS-D-NP-HAN 1" SHRUB ROTARY A-9-16 RAIN BIRD PEB-PRS-D-NP-HAN 1" SHRUB ROTARY CRITICAL ANALYSIS Generated: P.O.C. NUMBER: 01 Water Source lnfonnation: FLOW AVAILABLE Point of Connection Size: Flow Available PRESSURE AVAILABLE Static Pressure at POC: Pressure Available: DESIGN ANALYSIS Maximum Multi-valve Flow: Flow Available at POC: Residual Flow Available: Critical Station: Design Pressure: Friction Loss: Fittings Loss: Elevation Loss: Loss through Valve: Pressure Req. at Critical Station: Loss for Fittings: Loss for Main Line: Loss for POC to Valve Elevation: Critical Station Pressure at POC: Pressure Available: Residual Pressure Available: GPM PSI 41.1 59.2 29.56 55.8 23.92 56.1 25 56.6 22.74 54.9 24.48 53.9 2023-12-1511:13 4" 170 GPM 80 PSI 80 PSI 60GPM 170 GPM 110 GPM A-9-19 45PSI 8.1 PSI 0.81 PSI -2.17 PSI 3.57 PSI 55.3 PSI 0.84 PSI 8.36 PSI 0 PSI 64.5PSI 80 PSI 15.5 PSI PSl@POC 64.8 56.8 59.8 58.2 55.9 56.6 PRECIP 0.45 in/h 0.39 in/h 0.35 in/h 1.82 in/h 0.75 in/h 1.13 in/h IRRIGATION NOTES: 1. THE IRRIGATION SYSTEM DESIGN IS BASED ON AN AVAILABLE WATER PRESSURE OF 80 PSI AT CITY SERVICE. CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION AND REPORT ANY DIFFERENCES TO THE RESIDENT ENGINEER. 2. THE IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY FOR CLARITY. LOCATE ALL PIPING, VALVES, BACKFLOW PREVENTERS, AND OTHER IRRIGATION EQUIPMENT WITHIN PLANTING AREAS UNLESS NOTED OR DIRECTED OTHERWISE. LOCATE ALL VALVES AND VALVE BOXES SIX INCHES FROM EDGE OF PAVING OR CURB. 3. EXISTING UTILITIES AND FIELD CONDITIONS: PRIOR TO EXCAVATION, LOCATE ALL CABLES, CONDUITS, AND UNDERGROUND UTILITIES.CONTRACTOR SHALL BE RESPONSIBLE FOR AN UNDERGROUND UTILITY SERVICE TO LOCATE AND MARK UTILITIES. CONTRACTOR WILL TAKE PROPER PRECAUTIONS NOT TO DAMAGE OR DISTURB SUCH UNDERGROUND IMPROVEMENTS. NOTIFY THE OWNER IMMEDIATELY IF A CONFLICT EXISTS BETWEEN SUCH OBSTACLES AND THE PROPOSED WORK. PROCEED IN SAME MANNER IF ROCK LAYERS OR ANY OTHER CONDITIONS ENCOUNTERED UNDERGROUND MAKE CHANGES ADVISABLE. 4. ALL PIPING AND WIRING UNDER ROADWAYS AND PAVING AND THROUGH WALLS SHALL BE SLEEVED. 5. USE FOUR WRAPS OF THREE-QUARTER INCH (3/4") TEFLON TAPE FOR ALL THREADED VALVE CONNECTIONS. 6. AUTOMATIC IRRIGATION CONTROLLER IS TO BE SUPPLIED AND INSTALLED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTION OF FIELD WIRES TO APPROPRIATE TERMINAL STRIPS. 7. ADJUST ALL SPRINKLERS TO AVOID OVERSPRAY ONTO WALLS, WALKS, STREETS, UTILITY BOXES, BUILDINGS AND OTHER IMPROVEMENTS. 8. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNED ON THE PLANS. 9. CONTRACTOR SHALL INSTALL IN-LINE ANTI-DRAIN VALVES AS WARRANTED BY SITE CONDITIONS TO ALLEVIATE LOW HEAD DRAINAGE. 10. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REVISIONS NECESSARY. 11. THE CONTRACTOR SHALL KEEP AN UP-TO-DATE COMPLETE "AS-BUILT' RECORD SET OF PRINTS WHICH SHALL BE UPDATED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DESIGN. LEGOLAND MAINTENANCE STAFF SHALL RECEIVE ON9JIGITAL COPY AND ONE FULL SIZE PLOT OF FINAL AS-BUILT PLANS PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. 12. INSTALL IRRIGATION HEADS IN TURF AREAS 2" FROM WALKS AND HARDSCAPE AREAS. 13. ALL CONTROL VALVES SHALL BE MANIFOLDED AND GROUPED IN ONE AREA SHOWN ON PLAN. VALVES SHALL BE SET AT RIGHT ANGLES TO EDGES. INSTALL VALVES BOXES 6" FROM EDGES OF HARDSCAPE AREAS. 14. CONTRACTOR SHALL REMOVE AND DISCARD DAILY, ALL PIPING DISTURBED DURING TRENCHING OPERATION. 15. CONTRACTOR SHALL REVIEW IRRIGATION SPECIFICATIONS PRIOR TO BEGINNING WORK. REFER TO TECHNICAL SPECIFICATIONS AND CONSTRUCTION DETAILS FOR INSTALLATION PROCEDURES. 16. CONTRACTOR SHALL HEAT BRAND ALL PLASTIC VALVES BOXES WITH THE FOLLOWING LABELS. ALL LETTERS SHALL BE ONE INCH (1") HIGH. LETTERING ON VALVE BOX LIDS SHALL BE PLACED ON THE SAME LOCATION ON EACH VALVE BOX LID, AND ALL LABELING SHALL FACE THE SAME DIRECTION. QUICK COUPLER VALVE BOXES SHALL BE LABELED "QCV" BALL VALVE BOXES "BV" 17. ALL BOLTS FOR LOCKING VALVE BOX LIDS SHALL BE STAINLESS STEEL. 18. CONTRACTOR SHALL CONTACT CITY OF CARLSBAD INSPECTOR PRIOR TO ANY TRENCHING OPERATIONS. A-9-17 RAIN BIRD XCZ-100-PRB-R 1" AREA FOR DRIPLINE 4.78 45.6 48.2 0.45 in/h 19. PROVIDE CONCRETE THRUST BLOCKS ON ALL MAINLINES 3" AND GREATER, PER DETAIL AND SPECIFICATIONS. THE CITY OF CARLSBAD INSPECTION DEPARTMENT SHALL BE NOTIFIED 48 HOURS (2 WORKING DAYS) PRIOR TO THE START OF CONSTRUCTION. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION SHALL BE SUBJECT TO REJECTION AND REMOVAL. A-9-18 A-9-19 A-9-23A A-9-23B A-9-24A A-9-24B A-9-25A A-9-25B RAIN BIRD PEB-PRS-D-NP-HAN 1" SHRUB ROTARY RAIN BIRD PEB-PRS-D-NP-HAN 1-1/2" SHRUB ROTARY RAIN BIRD PEB-PRS-D-NP-HAN 1" SHRUB ROTARY RAIN BIRD PEB-PRS-D-NP-HAN 1" SHRUB ROTARY RAIN BIRD PEB-PRS-D-NP-HAN 1" SHRUB ROTARY RAIN BIRD PEB-PRS-D-NP-HAN 1" SHRUB ROTARY RAIN BIRD PEB-PRS-D-NP-HAN 1" SHRUB ROTARY RAIN BIRD PEB-PRS-D-NP-HAN 1" SHRUB ROTARY Valve Callout I # • 1 Valve Number #j I #•■-ll-----Valve Flow -~-~~---Valve Size 23.86 32.72 14.11 25.11 13.1 21.75 8.06 15.07 55.0 64.2 0.37 in/h 55.3 64.5 0.28 in/h 50.0 56.9 0.51 in/h 51.6 58.6 0.6 in/h 49.9 52.8 0.51 in/h 50.9 53.9 0.59 in/h 47.6 53.2 0.47 in/h 48.6 54.2 0.55 in/h 20. EXISTING IRRIGATION CONTROLLERS, FLOW SENSOR, MASTER VALVE, PHONE MODEM ALL SHALL BE TESTED FOR FUNCTIONALITY AT THE BEGINNING OF THE PROJECT AND VERIFIED BY THE RESIDENT ENGINEER. FUNCTIONALITY SHALL BE TESTED AGAIN AT THE END OF THE PROJECT AND PRIOR TO TURN OVER OF PROJECT. 21. THE NEW IRRIGATION MAINLINE AND VALVES SHALL BE HIGHLINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF A CROSS-CONNECTION TEST PERFORMED BY CMWD AND DEH. FINAL CONNECTION TO THE EXISTING RECYCLED IRRIGATION MAINLINE IS TO BE PERFORMED ONLY AFTER APPROVALS FROM CMWD AND DEH. 22. ANY IRRIGATION SYSTEM WITHIN 24" OF HARDSCAPE THAT DOES NOT DRAIN INTO A LANDSCAPE BASIN SHALL BE INSTALLED A MIN. OF 24" FROM THE HARDSCAPE OR INSTALLED AS SUBSURFACE IRRIGATION FOR A MIN. OF 24" FROM THE EDGE OF HARDSCAPE. IRRIGATION RETROFIT DESIGN SUMMARY: IRRIGATION FUNCTIONALITY IS BASED UPON A MAXIMUM OPERATING PRESSURE OF 80 PSI WITH A MAXIMUM MULTI-STATION DEMAND OF 170 GPM AT EACH OF THE TWO POINTS OF CONNECTION. WATER COMPANY: CITY OF CARLSBAD PHONE NUMBER: 760-602-2420 1310 Rosecrans St., Suite G, San Diego, CA 92106 619.236.1462 UC. CA 2138 l NV 2191 AZ 34139 L-2.2 APPROVED FOR IRRIGATION AND PLANTING ONL~ INCLUDING PRECISE LOCATION OF PLANTING AREA l----t--+--------------1-----1---+--L----.II SH~ET II CITY OF CARLSBAD I . PLANNING DIVISION . l---+--t---------------.J----l---l---l----1 ;;:LAN::::;:D::::S;::;C:'...AP,'.;:E::::::IM::P::::R::O:::VE:::M=E=N::::T=PLAN==s::::FO:::::::R::::; :::::::====~ DA TE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LEGOLAND PARKING STRUCTURE N0.2 LANDSCAPE IRRIGATION NOTES & LEGEND I APPROVEDA, d<t}, .. ~ lz.s/2.1 PLANNING DATE OWN BY: I I PROJECT NO. DRAWING NO. CHKD BY: TS LPC2023-0026 RVWD BY: JJ SDP2021-tl256 • 537-1 L I I EXISTING 3" :: IRRIGATION }•· MAI_NLINE EXISTING 4" IRRIGATION MAINLINE I] A-9-14 1" 25 INTERCEPT MAINLINE AND WIRES, EXTEND NEW MAINLINE AND/OR WIRES TO 0 □ EXISTING PARKING STRUCTURE TO REMAIN -o ---0 . ·- □ PROTECT IN PLACE, OR REPLACE IN KIND □ A-9-13 A-9-12 1· 23.9 1½" 29.6 □ □ □ I _ . : I _ ·__ ~EXISTING DO NOT -~ DRINK SIGN .RW : -. -I _· ' EXISTING RECYCLED WATER POC ENLARGEMENT (1 :50): I I A-9-11 .;w EXISTING DO~ NOT DRINK SIGN I I I I I iii EXISTING 3" SITE RECYCLED \!YATER METERs=-~---=--=----o -(QTY. 2) PER RW 0400 -POINT OF CONNECTION. , --,... PROJECT TO TIE INTO EXISTING PER PLAN --1 _-,,-_,, ----~-_.-,.,-__ ,__,.,,__ '"-,, .... ,_,. ---"F--"='"'-,--:-~.:::::... -~-- -------F----'-'!--~~ ~-;;I--\ -;,. I ,--, I :_z, I I --NEW EQUIPMENT EXISTING RECYCLED WATER EXISTING RECYCLED- WATER MAINLINE AT EXISTING PARKING STRUCTURE PER RW 2016-593 I I 0 I I I I I I I I A-9-15 1" 22.7 □ IRRIGATION OUTSIDE LIMIT OF WORK TO REMAIN, PROTECT IN PLACE, TYP. 0 I I I □ □ -----□-·· --□ -□ wr-1a-------NEAREST EXISTING FIRE I I I I I 1 ---, 1½-: 1" 1·· • P.-1---H-+. '!ll"' I HYDRANT TO PROJECT SITE A-9-16 1" 24.5 A-9-17 1" 4.78 □ ~RW / PW CROSSING. REFERENCE DTL 5/L-2.5 --□---- -------·---,, --* ~-· ------ 1" 13.1 1" 21.8 -------- □ PROPOSED PARKING STRUCTURE D D □ □ □ 1· 8.06 1" 15.1 -- 1" WATER SERVICE WITH BACKFLOW PREVENTER, PER CIVIL 6" FIRE SERVICE WITH- BACKFLOW PREVENTER, PER CIVIL u 1" 14.1 -- 1" EXISTING 4" IRRIGATION MAINLINE ADJUST IRRIGATION HEADS~ AROUND PROPOSED FIRE LANE L_··. _ TO ENSURE HEAD TO HEAD --· -• COVERAGE WITH NO OVERSPRA Y PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE DESIGNER OF WORK SHALL REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. NOTE: THE CONNECTION TO THE NEW IRRIGATION MAINLINE AND VALVES SHALL BE HIGHLINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF A CROSS-CONNECTION TEST PERFORMED BY CMWD AND DEH. FINAL CONNECTION TO THE EXISTING RECYCLED IRRIGATION MAINLINE IS TO BE PERFORMED ONLY AFTER APPROVALS FROM CMWD AND DEH. D -□ •• □ •• A-9-18 ¾• D 1" 23.9 --• A-9-19 j'" 1½" 32.7 1)\- 1¼• I ' 0 I/~ 0 s ,~ I I I I I • I I -I - I I I I w z -,-;;,.J ~1.J'>-,,,,"_ I-a:: w a. 0 a:: ~ -a:: C Cl) (!) ~ Cl) Cl) 0 ! 0 I o ' .-----~--, TIE INTO EXISTING _ 4" RW MAINLINE. 170 GPM/80 PSI ' ---------. ---,:,,' 'is'.o.\\,L\.l; 'il' b•)\V, 0 ' I 0 CONNECT TO EXISTING----1:,1 I a.. a:: I (.) IT I ',l'f--1-------=-□ ----b PROPOSED PARKING STRUCTURE 0 1" 25.1 --¾ LATERAL LINE 1" lo I .. I I ,. I •. ' ' I I I h ., L 2"' ,---I •. I .•. -. . I ~ t--:: lli"IO'l,I ~:191®~, I --'-----~ gm!!S-1¾1 :, . :::i l I , I -• I , ¾· --I - /r5tEl,Jl_,,,.w_., •• ,,_,"'"'_' _Id•~-=:;=§_I RW / PW CROSSING. • ' REFERENCE DTL 5/L-2.5 D ' I U ._.·,··_ o· I • I I· TIE INTO EXISTING____, I. < 4" RW MAINLINE. -01 _ 170 GPM/80 PSI I I . □ □ - ------□ □ □ -------- □ □ □ p--------- -0 --- □ □ □ □ 0 □ TIE INTO EXISTING~ 2-1/2" RW MAINLINE. 70 GPM/80 PSI I ' ' 0 □ ,! r::::-=~TS-~ ~' ~ @, --I' .1¾=,· ~-~~~~~J!~~D'=-~---~--3'-·3· ·i3--E'-tl-~tlr j° J ,, I ·_ i 1 I ·•_._j l i.0 :, -I, I ,,, ••• .,, . ••• 1310 Rosecr;ms. SL., Suite G, San Diego, CA 92106 619,236.1462 UC. CA 2138 I NV 2"19 I /\Z 34139 L-2.3 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA I • -_,1----+--+-------+--+----1 sH1EoET J/ _ PLANNING D!VISI □ N I t-----+---+-------------+----+----+----+----1 ~LA::;:ND;;;:;SC;:'..A;;:;PE;;:::;:IM;;;PR~O~VE::;M:;:E~NT~PLAN~S;::;::FO;::R~: =====; CITY OF CARLSBAD EXISTING 2-1/2"-- IRRIGATION MAINLINE __ , .o -• : LEGOLAND PARKING STRUCTURE N0.2 LANDSCAPE IRRIGATION PLAN l-----+---+-------------+---+---+----+----11;:~:1:~ED: ~ d&J "'-' z~c5 /z4 I t-----+----+--------------+-----+---+----+----1 ::;:=o===wN:::::::;;;:BY:::: ==;;;T;:::=,:;-;:::::==PR=o=JE=c=T =No=.=::::;;:::D=RA=w=1N=G=N=;O_ DATE INITIAL f---DA_TE~I_Nlll_A_L +---DA_TE~_IN_lll_AL__, CHKD BY: TS LPC2O23-OO26 537-1 L DESIGNER OF WORK REVISION DESCRIPTION QTI,ER APPROVAL CITY APPROVAL RVWD BY: JJ SDP2O21-l'l256 1 1" -r-"---18" ----,/'I; 1 1 ' ' ' I' &, ~ l &, ~ 4"x4" PT POST FINISH GRADE . I' .<I .. . 1 O" DIA. CONCRETE~ e . . N . 4 -. <I . ' NOTES: A. SIGNS SHALL BE MANUFACTURED OF ALUMINUM SHEET, THICKNESS .080" OR 18GA. B. THE SIGN SHALL INCORPORATE A PURPLE BACKGROUND WITH WHITE LETTERS AND SYMBOLS. C. SIGNS SHALL BE MOUNTED ON 4"x4" NOM. PRESSURE TREATED WOOD POST SET INTO CONCRETE. ATTACH SIGN TO POST USING 1/4" x 21/2" ANODIZED VANDAL PROOF HARDWARE WITH WASHERS (2 EACH) D. ALL RECYCLED WATER SIGNAGE SHALL COMPLY WITH WATER AGENCIES STANDARDS. E. SIGN CONTENT TO MATCH TYPICAL SIGNAGE DETAILED ON SHEET L-2.0 RECYCLED WATER "DO NOT DRINK" SIGN NO SCALE 2 6 4 .. . ~IIJ _,J 11 10 NOTES: LEGEND: 0 10" CARSON #910 PURPLE COLOR PLASTIC VALVE BOX WI LOCKING COVER. HEAT BRAND Q.C. INTO TOP. ® PURPLE QUICK COUPLER VALVE, WITH ACME THREADS, PER PLANS fo'I FINISH GRADE. ALLOW 2" DEPTH '-V FOR TOP MULCH 0 EDGE OF WALK/FACE OF CURB, r,;\ 5 FENCE OR MOW BAND '-.:!.J RECYCLED WATER TAG 6 GROUND COVER 7 ONE CUBIC FOOT PEA GRAVEL 8 BRASS NIPPLE 9 BRASS ELL 10 SCH.40 PURPLE P.V.C. MAINLINE @ BRASS STREET ELLS (2) REQUIRED PER QUICK COUPLER. NO MARLEX @ SCH.40 P.V.C. TEE @ COMMON BRICK 1. QUICK COUPLERS SHALL BE OF THE LOCKING TYPE, PURPLE LOCKING CAP. 2. ALL P.V.C. FITTINGS SHALL BE SCH. 40 EXCEPT WHERE NOTED. 3. QUICK COUPLER & VALVE BOX SHALL MEET RECYCLED WATER REQUIREMENTS 4. ALL SCH.BO P.V.C. THREADS SHALL BE WRAPPED WITH TEFLON TAPE. 5. QUICK COUPLER SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. 5 QUICK COUPLER FOR RECYCLED WATER NO SCALE 45 DEG. ELBOW PLAN VIEW POURED IN-PLACE CONCRETE, 120 LBS. MINIMUM, TYPICAL TEE .::l . _.,, 'iQI I ILU[ -111 90 DEG. ELBOW FINISHED GRADE. ==> """, 1 .... 111""'i' 1 .... ,, ,""'i' l..r-'11""'"1'--.-...,,..11.!,.1,-,i,-ul,.,...' .1 llrii'I 'n ,11111 ;1 I,;; r' I 1m 11;~1 -=111_1 UTILITY BOX. 111 11 ' -:I 11 111 I i I 111311=---::111 _I' ''=Ill _Ill_ 111=- I :·-- -· . '71i----- ..._ • --_ J END OFLINE CAPPED LINE ELEVATION VIEW NOTE: THRUST BLOCKS REQUIRED ON ALL MAINLINES 3" AND LARGER. 9 --------® THRUST BLOCKING NO SCALE 12" NOTE: 1 ALL MANIFOLD PIPING TO BE PURPLE PVC AND ALL VALVES SHALL HAVE PURPLE TOP FOR RECYCLED WATER. 0 3 A-1 • • • A-2 1'-6" SIDEWALK LEGEND: CD PRESSURE SUPPLY LINE (SEE PLAN FOR SIZE) @ BALL VALVES (SEE IRRIGATION LEGEND) @ QUICK COUPLER (SEE IRRIGATION LEGEND) © HEAT BRAND ALL VALVES @ ELECTRIC CONTROL VALVE @ MANIFOLD PIPE-SAME SIZE AS PRESSURE SUPPLY LINE LOCATED UNDERNEATH VALVE BOXES ' ',' > • A-3 NOTES: A. EACH MANIFOLD SHALL HAVE A MAXIMUM OF 15' SEPARATION. ALL MANIFOLDS ARE TO BE INSTALLED IN PLANTER AREAS WHENEVER POSSIBLE. B. ALL VALVE BOXES SHALL BE CARSON MODEL (1419 FOR RECTANGULAR BOX) WITH PURPLE LOCKING COVERS FOR RECLAIMED WATER. C. ALL VALVES SHALL BE LABELED WITH 'DO NOT DRINK' TAG 1, 2 ""; MANIFOLD CONFIGURATION FOR RECYCLED WATER '-~ NO SCALE 12" A 5 6 ----= LEGEND: CD WALK OR CURB @ BUILDING WALL (WHERE APPLICABLE) @ FINISH GRADE IN TURF AREAS © POP-UP ROTOR HEAD AND NOZZLE @ MULCH LAYER IN PLANTING AREAS @ FINISH GRADE IN PLANTING AREAS (J) RAINBIRD SA-125050 SWING fll'l11 111=:: ---"' •"-'-'µ.,:;...=\, 1" 11,, i' 111, ,~ 11:: :, 1 i' 1 m I -Iii I i'll111l II '111 JOINT ASSEMBLY @ NOTUSED ® PURPLE PVC LATERAL (PER PLAN) @) PVC TEE OR ELL (SXSXT) 2 11--~ Ill= 111- lffil"I 11,1_111 11ni1111............,u11 -~ill= 11- 10 @ PURPLE CAP FOR RECYCLED WATER NOTES: 1. ALL P.V.C. FITTINGS SHALL BE SCH. 40 EXCEPT WHERE NOTED. 2. ALL SCH.BO P.V.C. THREADS SHALL BE WRAPPED WITH TEFLON TAPE. OR RECOMMENDED BY MANUFACTURER ® 3" SPRAY DISTANCE 6" ROTOR DISTANCE ( B ':.,_ _P_O_P_-U_P_R_O_T_O_R_/S_P_R_A_Y_H_EA_D_F_O_R_R_E_C_Y_C_L_ED_W_A_T_E_R_ .._ ~ NO SCALE 10 3 aH++--'. < • LEGEND: CD PAVING TYPE AND DEPTH PER PLAN ® FINISHED GRADE @ CLEAN COMPACTED BACKFILL 0 MARKING STRIP-2 LAYERS. INSTALL 12" APART, ONE DIRECTLY ABOVE MAINLINE @ SAND BEDDING MATERIAL @ IRRIGATION MAINLINE PER PLAN (j) DIRECT BURIAL CONTROL WIRES @ LATERAL LINES PER PLAN @ UNDISTURBED SOIL @) SCH. 80 PVC SLEEVE (UNDER ROADS) AND SCH. 40 PVC ALL OTHER APPLICATIONS; 2x PIPE SIZE DIAMETER MIN. NOTES: 1. ALL PIPE AND CONTROL WIRE UNDER PAVEMENT SHALL BE INSTALLED IN A P.V.C. SLEEVE. 2. BACKFILL MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 90% MIN. 3. PRESSURE MAINLINE SHALL BE INSTALLED ON A 6" SAND BED AND COVERED BY 6" OF SAND PRIOR TO ANY OTHER BACKFILL MATERIAL 4. SEE TRENCHING DETAIL 8 I L-2.3 FOR ADDITIONAL PIPE AND SLEEVE INSTALLATION STANDARDS. '1(P_S_L_E_E_VI_N_G_U_N_D_E_R_P_A_V_EM_EN_T _______ _ ~ NO SCALE LEGEND: CD 2 1 PURPLE PVC LATERAL LINE PER PLAN @ PVC MALE ADAPTER @ SCH. 80 PVC UNION, 0-RING TYPE LASCO OR EQUAL 7 1211 @) SCH.80 PVC NIPPLE @ WATERPROOF WIRE CONNECTORS PER NOTES ffi', 'T -I I I ~111 17 NOTES: ',I';" ;g 1:i-v, ,'!5 "-'"f, 0 ,.,a;;; . ~ z-:i ~ /J ~,r:'J i'i1J u ,.~o '0, <'J 1) s "'<f' .., ,<', f,'~,CJ ~~ aj;to b "'<f <!}-". ,·' 4 <) • •""'' ~-16 1. ALL THREADED PIPE CONNECTIONS WILL BE SEALED WITH OVERLAPPING WRAPS OF TEFLON TAPE AS REQUIRED TO PREVENT LEAKAGE. 2. WIRE CONNECTORS WILL BE K.B."ONE-STEP" PRE-FILLED TAN) OR EQUAL. 3. DIRECT BURIAL COMMON AND CONTROL WIRES WILL BE COILED TO PROVIDE 12" EXPANSION COILS INSIDE VALVE BOX. 4. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN VALVE BOX. (WRAP AROUND 1/2" PIPE 15 TIMES-REMOVE PIPE) 5. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL. @ REMOTE CONTROL ELECTRIC VALVE PER LEGEND WITH PURPLE TOP (j) PURPLE 12" RECTANGULAR PLASTIC VALVE BOX (CARSON) WITH LOCKING LID, CONTROLLER AND VALVE NUMBER HEAT BRANDED INTO TOP @ FINISH GRADE • ALLOW 2" FOR MULCH IN SHRUB BEDS SET FLUSH IN TURF @ SCH.80 PVC NIPPLE @) @ @ @ @ ® SCH.80 FEMALE ADAPTER (TXS) PURPLE PVC PIPE SCH.40 PVC ELL (SXS) SCH.40 PVC TEE MAINLINE PRESSURIZED PVC MAINLINE (SXSXS) PER LEGEND 24 VOLT DIRECT BURIAL WIRES FROM CONTROLLER PER LEGEND. @) 1 CUBIC FOOT PEA GRAVEL MIN. SUPPORTING VALVE BOX 6. ALL RECYCLED WATER VALVES SHALL HAVE SIGNAGE ATTACHED TO VALVE STATING "DO NOT DRINK," PER WATER @ DISTRICT AND HEATH DEPARTMENT REQUIREMENTS. @) UNMORTARED BRICK FOUNDATION CHRISTY'S RECYCLED WATER ID TAG ATTACHED TO VALVE 2 9 THREADED PVC SCH 80 NIPPLES (NO CLOSE NIPPLES TYP.) 2 PURPLE PRESSURIZED PVC MAINLINE PER PLAN PVC FEMALE SXT ADAPTER PVC SCH 80 UNION 111-11 1311 5 VALVE WITH PURPLE TOP/HANDLE (SEE MANUFACTURER) AS SPECIFIED ON PLANS POSITION VALVE IN BOX SO THAT HANDLE IS FREE TO OPERATE. ® 10" ROUND PURPLE PLASTIC VALVE BOX FOR 2" VALVE AND SMALLER RECTANGULAR PURPLE PLASTIC VALVE BOX FOR 2 1/2" VALVE AND LARGER (PER SPECIFICATIONS) INSTALL 2" ABOVE FINISHED GRADE IN SHRUB BED; 1/2" ABOVE IN LAWN AREAS 0 FINISHED GRADE ® PURPLE PVC SCH 40 45DEG. FITTING @ PEA GRAVEL 1/2" DIAMETER (APPROX. 1 CU. FT.) @ UNMORTARED BRICK FOUNDATION @ IDENTITY TAG-RECYCLED WATER NOTE: ALL RECYCLED WATER VALVE BOXES SHALL HAVE PURPLE LOCKING LIDS. ,. , REMOTE CONTROL VALVE FOR RECYCLED WATER I 3 :1----------------------------------------------------------------, .., BALL/GATE VALVE FOR RECYCLED WATER I 4 :--------------------------'-~ NO SCALE . %0 0 00"6 C&;.;;, C3 ~ ~~1 8f;JYJ 5 ;;;'"".:J' 0 0 ... o., 6 ~ LEGEND: CD 4-INCH PURPLE GRATE (INCLUDED) 0 BUBBLER: RAIN BIRD 1404 1.00 GPM (INCLUDED) ® ® 0 ® ® @ @ @ ROOT WATERING SYSTEM: RNN BIRD RWS-B-C-1404-P OR APPROVED EQUAL (INCLUDES 1404 1.00 GPM BUBBLER WITH RISER, PURPLE GRATE, SWING ASSEMBLY, 112" MALE NPT INLET, AND BASKET CANISTER) FINISH GRADE OPTIONAL PEA GRAVEL OR RWS SAND SOCK (RWS-SOCK) FOR SANDY SOILS. SEE IRRIGATION LEGEND. 1/2-INCH PVC SCH 80 NIPPLE (INCLUDED) 1/2-INCH 90-DEGREE ELBOW (INCLUDED) 12-INCH SWING ASSEMBLY (INCLUDED) 1/2-INCH MALE NPT INLET (INCLUDED) PURPLE PVC SCH 40 TEE OR EL PURPLE LATERAL PIPE 4-INCH BASKET WEAVE CANISTER (INCLUDED) NOTE: A. INSTALL TWO DEEP ROOT SYSTEMS PER TREE. B. INSTALL DEEP ROOT SYSTEM(S) PER MANUFACTURES SPECIFICATIONS. a: ~ '-~ NO SCALE TRENCHING UNDER PLANTING AREAS 7 ~m a =t I' Hiii;±Ht------(6 TRENCHING UNDER PAVEMENT LEGEND: 0) 0 ® 0 0 © 0 © ® PVC MAINLINE TYP. PVC LATERAL LINE TYP. L.V. WIRING (TYP) IN-LINE DRIP TUBING TYP. FINISH GRADE BACKFILL MATERIAL PER SPECIFICATIONS A.G. OR CONCRETE PAVING BASE MATERIAL INITIAL SAND BACKFILL REQUIRED IN TRENCHES UNDER PAVEMENT (TYP. ALL SITUATIONS). LAY PIPE ON 2" SAND BED. SAND TO EXTEND 6" ABOVE PIPE. L.V. WIRING IN CONDUIT TYP. IRRIGATION SLEEVES: 2 TIMES DIAMETER OF IRRIGATION LINES 2 LAYERS OF WARNING TAPE CONTINUOUS ALONG THE MAINLINE· CHRISTY OR EQUAL. LOCATE FIRST TAPE LAYER IMMEDIATELY ON TOP OF MAINLINE. LOCATE SECOND TAPE LAYER 12" ABOVE THE FIRST LAYER. NOTES: 1. ALL PIPE AND CONTROL WIRE UNDER PAVEMENT SHALL BE INSTALLED IN A P.V.C. SLEEVE. 2. BACKFILL MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 90% MIN. PIPE AND SLEEVE STANDARDS: MINIMUM PIPE COVERAGE SHALL BE AS FOLLOWS: a. PRESSURE LINES: • LESS THAN 3" IN DIA. = 18" COVER • 3" TO 5.5" IN DIA. = 24" COVER • 6" OR GREATER IN DIA.= 36" COVER b. LATERAL LINES: 12" COVER SLEEVES UNDER ROADS: • 6" OR LESS IN DIA. = 36" COVER • GREATER THAN 6" IN DIA.= 48" COVER • USE SCH 80 PVC SLEEVES UNDER PAVING (NON-ROADS): • LESS THAN 3" IN DIA. = 18" COVER • 3" TO 5.5" IN DIA. = 24" COVER • 6" OR GREATER IN DIA. = 36" COVER • USE SCH 40 PVC MAINLINES 3" AND LARGER SHALL BE INSTALLED WITH THRUST BLOCKS OF A MIN. 1 CUBIC FOOT OF CONCRETE AT A MIN. 2,000 PSI AT ELBOWS AND AT POINTS OF CHANGE IN DIRECTION. Ir? "";.,__R_E_C_YC_L_E_D_W_A_T_ER_D_E_E_P_R_O_O_T_W_A_T_E_R_IN_G_S_Y_ST_E_M_ "-~ NO SCALE 8 ....-------------® TRENCHING DETAIL NO SCALE 1310 Rosecrans St., Suite G, San Diego, CA 92106 619.236,1462 UC. CA 2138 I NV 219 I AZ 34139 L-2.4 APPROVED FOR IRRIGATION AND PLANTING ONL~ INCLUDING PRECISE LOCATION OF PLANTING AREA l---+--+---------------+---+--l---+--IISH1E1ETII _ PLANNING DIVISI□ N t----t----+----------------t-----1---+---+----t :;LAN::;:;;::DS;::C;::'.A~P:::;:E;:::;:IM:;P;;R;;O:::;:VE;;:;M~E~NT~P~LAN~:;S::F;;::O~R~::::::::::=====:::: CITY OF CARLSBAD LEG0LAND PARKING STRUCTURE N0.2 LANDSCAPE IRRIGATION DETAILS 1----1--1--------------+---+----+----+--I I APPROVED:~~ ~~ :;l2rsh.4 t----1----+-----------------1------1---+---+----t ::::P:=LA::::N::::N:::::IN::::G=:::;;;;;;::=:::::;--;========:::;;:::::::D=A TE:::::==::: DWN BY: TT PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: TS LPC2023-0026 OTI-JER APPROVAL CITY APPROVAL RVWD BY: JJ SDP2021-0256 537-1 L DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION PVC MAINLINE. ----< DRIP VALVE/ FILTER/ REGULATOR. ----r-._ TYPICAL OFFSET 2" FROM PIPE FROM VALVE PLANTED AREA. ASSEMBLY, SIZE PER --------1\,-----r 1 • PLANS. ~, I TYPICAL OFFSET 2" FROM HARDSCAPE, 4" FROM PLANTED TYPICAL LATERAL ~ HARDSCAPE, 4" FROM ------,, _ -1- d, J, ~=t::J::~ -.. . ... . ...... .. ---- LJ PVC HEADER. -----±1/: I TYPICAL START CONNECTION , I I SXSXT TEE W/ TECHLINE MALE I I I I I I I I I DRIP LINE SPACING AS ---r-------I I NOTED. r--_.,.~ ..... I-•---• 1 I I I I I I I c==:::i;:;r=t:::r--',;:,----,---c--:-c::,a I, T I r-1 ~---+I- I I I I I~--+----+-TYPICAL DRIP LINE TUBING I I LATERALS WITH EMITTER I I SPACING AS NOTED. TIE I DOWN STAKE AT ALL TEES. I II I ELLS,ANDAT5'O.C.ATCLAY, I 4'O.C.ATLOAM,OR3'O.C.AT I : : SAND. I : : 11 l . I Cc==ei=:r;::;r=;;rc=:::[1 I I I I I I I I I I I I I I I I I I I I I ,---+-AUTOMATIC LINE FLUSHING-,-...... I I VALVE PLUMBED TO PVC I I ORPOLYLINE,ASNOTED. I I END FEED EXAMPLE CENTER FEED EXAMPLE 1 TYPICAL DRIP LINE REQUIREMENTS NO SCALE LEGEND: DRIP LINE MAXIMUM LENGTH OF SINGLE LATERAL (FEET) DRIPPER SPACING 12" DRIPPER FLOW RA TE (GPH) 0.60 UJ 20 "' 256 :, -------.... - (/) 25 287 (/) UJ "' 35 333 [l. =-tu . (/) -' 45 370 'ec.Z DRIP LINE FLOW PER 100 FEET DRIPPER SPACING 12" 0.53 GPH DRIPPER GPH GPM 0.60 0.01 WATER SOURCE: DRIP VALVE OR LATERAL FROM VALVE. TYPICAL SUPPLY HEADER. ~ TYPICAL DRIP LINE TUBING TO BE fl, °T BURIED 4" BELOW FINISH GRADE. -~ TYPICAL PVC OR POLY SUPPLY ====:,' OR EXHAUST HEADER TO BE BURRIED MIN 12" BELOW GRADE. (2\_..._ AUTOMATIC LINE FLUSING VALVE ":r! PLUMBED TO PVC OR POLY. i-Jr I I L - -··-c_J T ' I I I LIQ-'-:..J r~ I I I I LT_J """• I I I I IRREGULAR ISLAND LAYOUT AREAS: TRIANGULAR i;=----%1 I I ). I /. • ./ I I l \ \ \ \ J TOP OF SLOPE. PVC SUPPLY HEADER. - AUTOMATIC LINE FLUSHING VALVE. DRIP LINE LATERAL TUBING. LATERALS PARALLEL TO THE CONTOURS OF THE SLOPE. PVC EXHAUST HEADER. TOE OF ./ SLOPE. TOP½ OF 54" t 54"MAX. ELEVATION CHANGE / SLOPE: ONE VALVE PER :;:::; 54" OF ELEVATION i REMOTE CONTROL VALVE ASSEMBLY. ./ CONVENTIONAL SPACING. BOTTOM½ OF SLOPE: CONVENTIONAL SPACING PLUS25% SLOPE FEED LAYOUT TOTAL THE COMBINED LENGTH OF THESE LATERALS AND COMPARE IT AGAINST THE MAXIMUM LENGTH OF SINGLE LATERAL TABLE. ~ SUPPLY ~ ....JL HEADER. ! ~ CHECK LONGEST LATERAL AGAINST MAXIMUM LENGTH OF SINGLE LATERAL EXHAUST T HEADER TABLE. CHANGE f'"~ll,j=='-'• L NOTE: 1. IF USED ON RECYCLED WATER SYSTEM, PROVIDE 'PURPLE' COMPONENTS SUCH AS LINE, VALVE BOX AND TAG ELEVATION IRREGULAR AREAS: ODD CURVES BRANCHING OUT LATERALS JOINING LATERALS NOTES: CD 0 G) FINISH GRADE @ 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL 1. ALL THREADED PIPE CONNECTIONS WILL BE SEALED WITH OVERLAPPING WRAPS OF TEFLON TAPE AS REQUIRED TO PREVENT LEAKAGE. 10 11 8 © ® VALVE BOX WITH PURPLE COVER PER IRRIGATION SPECIFICATIONS WATERPROOF CONNECTION, TYPICAL. SEE IRRIGATION NOTES VALVE IDTAG 30-INCH LINEAR LENGTH OF WIRE, COILED PRESSURE REGULATING FILTER PER MANUFACTURER'S RECOMMENDATIONS 13 9 6 2 2. WIRE CONNECTORS PER IRRIGATION NOTES OR APPROVED EQUAL. 3. DIRECT BURIAL COMMON AND CONTROL WIRES WILL BE COILED TO PROVIDE 12" EXPANSION COILS INSIDE VALVE BOX. LEGEND: 0 FINISH GRADE/ ADJ ® 10-INCH ROUND PURPLE ® (j) ® ® PVC SCH 80 SX7 ADAPTOR PURPLE PVC LATERAL PIPE 4. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN VALVE BOX. (WRAPAROUND 1/2" PIPE 15 TIMES-REMOVE PIPE) PLANTING VALVE BOX. BRAND 'FLUSH' 3 SECTION REMOTE CONTROL VALVE AS SPECIFIED ON IRRIGATION LEGEND PVC SCH 80 ELL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 80 ELL) TYPICAL DRIP CONTROL VALVE KIT FOR RECYCLED WATER NO SCALE PLAN 5. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL. 6. ALL RECYCLED WATER VALVES SHALL HAVE SIGNAGE ATTACHED TO VALVE STATING "DO NOT DRINK," PER WATER DISTRICT AND HEATH DEPARTMENT REQUIREMENTS. , ' 4 ® SCH 40 PURPLE PVC ON LID. ATTACH 'DO NOT DRINK' TAG ON VALVE LATERAL PIPE @ PVC BALL VALVE (FIP X FIP) 0 3-INCH CRUSHED GRAVEL SUMP (1 CU. FT.) 0 MIPT X BARB DRIP LINE ® BRICK (1 OF 2) ADAPTER ® 18" COIL OF LANDSCAPE DRIPLINE TUBING RECYCLED WATER FLUSH VALVE ASSEMBLY NO SCALE DATE 1" LEGEND: FINISHED GRADE. G) AIR RELIEF VALVE AS SPECIFIED PER IRRIGATION LEGEND. ® 6" ROUND PURPLE PLASTIC VALVE BOX PER SPECIFICATIONS. ® 1" FPTXMPT ELL. 0 3/4"X1" MPT ADAPTER. 1 -----13 ----14 PVC LATERAL, SIZE AND TYPE PER IRRIGATION LEGEND. 3" THICK LAYER OF WASHED GRAVEL. THE BOX SHALL REST UPON THE ROCK BED. DO NOT EXTEND GRAVEL INTO BOX. r " RECYCLED WATER DRIP AIR RELIEF VALVE IN BOX I 2 :----------------------------'-~ NO SCALE BOTT QM OF PO' AS';,,E v,;A.tE~ PlPS \ 12" M!t-4 ~LE.~RAJP:.E .. J .. ~•-• " ... ''"f::.;" ·_;..,~:" ""';~ , .. ,JY ;,.~,"•,.·~•-•• ,,Oi.' ''~1" --~ ·,·::x. "Ct""' ',l;,, TOFOFREC1CLED ,"" ,.-s VifATf;R W?Rlti,A 110~'> •,1. """·"·,,.•v, :·,,·,,~;·, , .. ,,,·,·i:,-,cN,_,,,..•,,: "'"-'"'•·•m·:. ,,-_:,.0c.-:,-d..1 M>J:OUNE lNS'LEEVE J._ 10,_0,, -+-10,_0,, ___j_ NOTE: PROVIDE SLEEVE 10'-0" IN BOTH DIRECTIONS WHERE RECYCLED WATER MAIN CROSSES POTABLE MAIN WITH LESS THAN 12" VERTICAL CLEARANCE BELOW POTABLE WATER LINE OR WHEN INSTALLED ABOVE POTABLE WATER LINE. 0 ~.p~~~~ UTILITY CROSSING PrO'rAEl.:..E 51=.l:l.Vf-C.!: ur-a: ------ .< "' a "'"" •s= ,r~~ m~~ a,v,, •,mc,,,,;s-, P,,r ,/ ,/ i+crtt. 'JF.RTICAL CL.EAR.!,f•,'CE DF I:?" tiWNl~)UV IS MAkC-ATCf!lV 'N'if;~l CHCS:JJ1,jG P.\TH CF;:,_ ?i':'.H'ASU: VVM'E.R UNE. H,:.$1.-1.LLA'HiJN OF RE.CL,4tME0 W#-_itR fM':!{JS..J.JIQN MAtNLJNE 2•1" "F;:?CM ;:N:,;;;_ C-F' ::IC!E',',f,:\ct .. !K W!Ll ~r:Kf\>'tCrE T~ Nt:~::s-:;,t.~'\' 10' '/i(rtl.Jiltirff ~l CLl::.4,F<,ANc;:::: P:PC'-M i"HE r,,:O'!"AEH:: r •. t.Ji!f'J.UNE fr·J Tl-"£. D'!Rf.E.7 _ L-2.5 -r •• • ~: ;§ 0 ., .. ;[11 APPROVED FOR IRRIGATION AND PLANTING ONLY, 1310 Rosecrans St., Suite G, San Diego, CA 92106 INCLUDING PRECISE LOCATION 619.236.1462 UC. CA 21381 NV 2191A234139 OF ;;J(H:'/1J~)",Y{','f\;1GH,;;ou1 PLANTING AREA I s~~T II CITY OF CARLSBAD I PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: LEGOLAND PARKING STRUCTURE N0.2 LANDSCAPE IRRIGATION DETAILS I APPROVED:~'~ .. ~l<i:J·~ ,,,/1,5/~ I PLANNING DATE OWN BY: I I PROJECT NO. DRAWING NO. INITIAL DATE INITIAL DATE INITIAL CHKD BY: TS LPC2023-0026 DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: JJ SDP2021-0z56 _ 537-1 L '