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Home My WebLink AboutDWG 543-4M; LPC 2025-0007; AVIARA OAKS SCHOOL MODERNIZATION; 01-31GOVERNING AGENCIES AND UTILITY CONTACTS UNDERGROUND SERVICE ALERT UNDERGROUND SERVICE ALERT 800-227-2600 GAS AND ELECTRICITY SAN DIEGO GAS & ELECTRIC 4120 OCEANSIDE BLVD. #215 OCEANSIDE, CA 92054 EMERGENCY: 800-411-7343 NEW SERVICE 877-789-9866 CABLE TELEVISION TIME WARNER 5720 EL CAMINO REAL CARLSBAD, CA 92008 760-931-7000 WATER & RECYCLED WATER CARLSBAD MUNICIPAL WATER DISTRICT 5950 EL CAMINO REAL CARLSBAD, CA 92008 760-438-2722 SEWER CITY OF CARLSBAD 5950 EL CAMINO REAL CARLSBAD, CA 92008 760-438-2722 STORM WATER CITY OF CARLSBAD 1635 FARADAY AVENUE CARLSBAD, CA 92008 HOTLINE: 760-602-2799 PARKS AND RECREATION CITY OF CARLSBAD 799 PINE AVE, SUITE 200 CARLSBAD, CA 92008 760-434-2826 TELEPHONE AT&T NEW PHONE: 800-310-2355 ENGINEERING CITY OF CARLSBAD 1635 FARADAY AVENUE CARLSBAD, CA 92008 760-602-2720 BUILDING CITY OF CARLSBAD 1635 FARADAY AVENUE CARLSBAD, CA 92008 760-602-2700 INSPECTION: 760-602-2725 FIRE CITY OF CARLSBAD 2560 ORION WAY CARLSBAD, CA 92008 760-931-2141 POLICE CITY OF CARLSBAD 2560 ORION WAY CARLSBAD, CA 92008 760-931-2131 Sheet List Table Sheet Sheet Number Sheet Title Description 1 LANDSCAPE TITLE SHEET LC-0.1 2 LANDSCAPE CONSTRUCTION NOTES LC-0.2 3 LANDSCAPE CONSTRUCTION LEGEND LC-1.0 .. ------ 4 LANDSCAPE CONSTRUCTION PLAN LC-1.1 5 LANDSCAPE CONSTRUCTION PLAN LC-1.2 6 LANDSCAPE CONSTRUCTION PLAN LC-1.3 7 LANDSCAPE CONSTRUCTION PLAN LC-1.4 8 LANDSCAPE CONSTRUCTION DETAILS LC-2.0 9 LANDSCAPE CONSTRUCTION DETAILS LC-2.1 - 10 IRRIGATION TITLE SHEET Ll-0.1 11 IRRIGATION NOTES Ll-0.2 12 IRRIGATION HYDROZONE PLAN Ll-0.3 13 IRRIGATION DEMO NOTES & LEGEND LD-1.0 14 IRRIGATION DEMO PLAN LD-1.1 ------------- 15 IRRIGATION DEMO PLAN LD-1.2 16 IRRIGATION DEMO PLAN LD-1.3 17 IRRIGATION DEMO PLAN LD-1.4 18 IRRIGATION LEGEND Ll-1.0 -------- 19 IRRIGATION PLAN Ll-1.0 20 IRRIGATION PLAN Ll-1.1 21 IRRIGATION PLAN Ll-1.2 22 IRRIGATION PLAN Ll-1.3 23 IRRIGATION DETAILS Ll-2.0 - 24 IRRIGATION DETAILS Ll-2.1 25 PLANTING NOTES LP-0.1 26 PLANTING LEGEND LP-1.0 27 PLANTING PLAN LP-1.1 --- 28 PLANTING PLAN LP-1.2 29 PLANTING PLAN LP-1.3 30 PLANTING PLAN LP-1.4 31 PLANTING DETAILS LP-2.0 SEE SHEET LC-0.1-LC-0.2 -CONSTRUCTION LEGEND & NOTES SEE SHEETS LC-1.1 -LC-1.4 -CONSTRUCTION PLANS SEE SHEETS LC-2.0-LC-2.1 -CONSTRUCTION DETAILS AVIARA OAKS MIDDLE SCHOOL MODERNIZATION 6880 AMBROSIA LANE, CARLSBAD CA 92011 VICINITY MAP CITY OF OCEANSIDE ,. ' _/,__ _...--'"'\ -~/ / '--, LOCATION MAP CITY OF VISTA {' ._o AVIARA---- OAKS MIDDLE SCHOOL SITE PACIFIC OCEAN CITY OF ENCINITAS "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE LICENSED LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF HEAL TH SERVICES IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. JEFF JUSTUS SCHMIDT DESIGN GROUP, INC. 1111 SIXTH AVE, SUITE 500 SAN DIEGO, CA 92101 PHONE: 619-236-1462 S T E JEFF J STUS REGISTRATION NO: 4028 (EXP. 05/31/2027) WATER EFFICIENT LANDSCAPE DECLARATION I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S WATER EFFICIENT LANDSCAPE REGULATIONS. I UNDERSTAND THAT CONSTRUCTION DRAWINGS ARE TO BE PREPARED IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLANS HAVE BEEN PREPARED IMPLEMENTING THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER: JEFF JUSTUS SCHMIDT DESIGN GROUP, INC. 1111 SIXTH AVE, SUITE 500 SAN DIEGO, CA 92101 PHONE: 619-236-1462 CITY OF SAN MARCOS AN NOT TO SCALE PRIOR TO OCCUPANCY NOTE: A. PRIOR TO OBTAINING OCCUPANCY, THE LANDSCAPE ARCHITECT OF WORK SHALL REVIEW/INSPECT THE PROJECT INCLUDING ALL AREAS SURROUNDING EACH PHASE AND SUBMIT THE "CERTIFICATION OF COMPLETION" FORM AS AVAILABLE THROUGH THE CITY (CITY FORM P25-D). THE CONTRACTOR SHALL PROVIDE THE FOLLOWING TO THE PROJECT LANDSCAPE ARCHITECT: AN IRRIGATION SCHEDULE, LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE, AND SOILS ANALYSIS REPORT WITH RECOMMENDATIONS AS REQUIRED BY THE CITY WATER ORDINANCE AS FOLLOWS: 1. AN IRRIGATION WATERING SCHEDULE SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE PROFESSIONAL OF RECORD FOR ALL LANDSCAPE PROJECTS SUBJECT TO THE WATER EFFICIENT LANDSCAPE ORDINANCE. THE SCHEDULE -SHALL BE SUBMITTED TO THE CITY PRIOR TO GRANTING A PERMIT OF OCCUPANCY AND SHALL INCLUDE THE FOLLOWING INFORMATION: a) A DESCRIPTION OF THE AUTOMATIC IRRIGATION SYSTEM THAT WILL BE USED FOR THE PROJECT. b) THE ETo DATA RELIED ON TO DEVELOP THE IRRIGATION SCHEDULE, INCLUDING THE SOURCE OF DATA c) THE TIME PERIOD WHEN OVERHEAD IRRIGATION WILL BE SCHEDULED AND CONFIRM THAT NO OVERHEAD IRRIGATION SHALL BE USED BETWEEN 6:00 AM. AND 10:00 PM. d) THE PARAMETERS USED FOR SETTING THE IRRIGATION SYSTEM CONTROLLER FOR WATERING TIMES FOR: i. THE PLANT ESTABLISHMENT PERIOD ii. ESTABLISHED LANDSCAPING iii. TEMPORARILY IRRIGATED AREAS iv. DIFFERENT SEASONS DURING THE YEAR e) THE CONSIDERATION USED FOR EACH STATION FOR THE FOLLOWING FACTORS: i. THE DAYS BETWEEN IRRIGATION ii. STATION RUN TIMES IN MINUTES FOR EACH IRRIGATION EVENT, DESIGNED TO AVOID RUNOFF iii. NUMBER OF CYCLE STARTS REQUIRED FOR EACH IRRIGATION EVENT, DESIGNED TO AVOID RUNOFF iv. AMOUNT OF WATER TO BE APPLIED ON A MONTHLY BASIS v. THE ROOT DEPTH SETTING vi. THE PLANT TYPE SETTING vii. THE SOIL TYPE viii. THE SLOPE FACTOR ix. THE SHADE FACTOR NOTES: 1) 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. 2) CONTRACTOR IS REQUIRED TO SUBMIT FINAL AS-BUil T PLANS TO BE REVIEWED AND APPROVED BY THE CITY. 3) CONTRACTOR IS REQUIRED TO SUBMIT FINAL PLANS TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES . /,:\ NOT TO •v SCALE 4) IRRIGATION AS-BUILT 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-BUil T 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. 2. A MAINTENANCE SCHEDULE FOR THE LANDSCAPING AND IRRIGATION SYSTEM SHALL BE PREPARED FOR ALL LANDSCAPE PROJECTS SUBJECT TO THE WATER EFFICIENT LANDSCAPE ORDINANCE. THE SCHEDULE SHALL BE SUBMITTED TO THE CITY PRIOR TO GRANTING A PERMIT OF OCCUPANCY AND SHALL INCLUDE PROVISIONS FOR THE FOLLOWING: a) GENERAL LANDSCAPE AND IRRIGATION MAINTENANCE. THE SCHEDULE SHALL IDENTIFY THE ENTITY THAT WILL BE RESPONSIBLE FOR MAINTENANCE AND SHALL PROVIDE FOR ALL OF THE GENERAL LANDSCAPE AND IRRIGATION MAINTENANCE REQUIREMENTS. b) WATER EFFICIENT LANDSCAPE MAINTENANCE. IN ADDITION TO THE GENERAL MAINTENANCE REQUIREMENTS, THE MAINTENANCE SCHEDULE FOR LANDSCAPE PROJECTS THAT ARE SUBJECT TO THE WATER EFFICIENT LANDSCAPE ORDINANCE SHALL INCLUDE PROVISIONS TO: c) MAINTAIN AND OPERATE THE LANDSCAPING AND IRRIGATION SYSTEM ON THE PROPERTY CONSISTENT WITH THE MAWA. d) MAINTAIN THE IRRIGATION SYSTEM TO MEET OR EXCEED AN IRRIGATION EFFICIENCY NECESSARY TO MEET MAWA. e) REPLACE BROKEN OR MALFUNCTIONING IRRIGATION SYSTEM COMPONENTS WITH COMPONENTS OF THE SAME MATERIALS AND SPECIFICATIONS, THEIR EQUIVALENT OR BETTER. ENSURE THAT WHEN VEGETATION IS REPLACED, REPLACEMENT PLANTINGS ARE REPRESENTATIVE OF THE HYDROZONE IN WHICH THE PLANTS WERE REMOVED AND ARE TYPICAL OF THE WATER USE REQUIREMENTS OF THE PLANTS REMOVED, SO THAT THE REPLACED VEGETATION DOES NOT RESULTS IN MIXING HIGH WATER USE PLANTS WITH LOW WATER USE PLANTS IN THE SAME HYDROZON E. S. E E 3. SOILS ANALYSIS REPORT AND RECOMMENDATION A SOIL REPORT AND RECOMMENDATIONS SHALL B SUBMITTED TO AND APPROVED BY THE CITY. IF GRADING IS NOT REQUIRED FOR THE PROJECT, TH REPORT SHALL BE SUBMITTED WITH THE LANDSCA DOCUMENTATION PACKAGE. IF THE PROJECT INVOLVED MASS GRADING OF THE SITE, THE SOIL REPORT AND RECOMMENDATIONS SHALL BE SUBMITTED WITH THE CERTIFICATE OF COMPLETIO PE N. LE OM a) THE SOIL ANALYSIS SHALL INCLUDE INFORMATION ABOUT THE SOIL TEXTURE, SOIL INFILTRATION RATE, pH, TOTAL SOLUB SALTS, SODIUM, AND PERCENT ORGANIC MATTER. SOIL SAMPLE SHALL BE TAKEN FR ENOUGH LOCATIONS ON SITE TO REPRESE AN ADEQUATE CROSS SECTION OF CONDITIONS. IN PROJECT WITH MULTIPLE LANDSCAPE INSTALLATIONS OR A LARGE NT Know what's below. DATE LANDSCAPE PROJECT OF MORE THAN 10,000 SQUARE FEET, A SOIL SAMPLING RATE OF 1 IN 7 LOTS OR 15% IS AN ADEQUATE CROSS SECTION. b) THE REPORT SHALL IDENTIFY ANY RECOMMENDED SOIL AMENDMENTS, TYPE, AND QUANTITY THAT MAY BE NECESSARY TO FOSTER PLANT GROWTH AND PLANT SURVIVAL IN THE LANDSCAPED AREAS. c) THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. B. ALSO PRIOR TO OCCUPANCY, THE LANDSCAPE ARCHITECT OF WORK SHALL REVIEW/INSPECT THE PROJECT AND PROVIDE A CERTFICATION LETTER FOR RELEASE OF SECURITIES (CITY FORM P25-E), AND THE FOLLOWING: 1. THE SECURITY RELEASE LETTER SHALL CERTIFY THAT HE OR SHE HAS INSPECTED THE WORK AND THE PROJECT COMPILES WITH THE FOLLOWING CONDITIONS: INITIAL a) HAS BEEN MAINTAINED IN SUBSTANTIAL CONFORMANCE TO THE APPROVED PLANS b) IS GROWING A HEALTHY AND THRIVING CONDITION. c) ALL PLANTINGS REQUIRED UNDER SECTION 7 OF THE LANDSCAPE MANUAL HAVE BEEN ESTABLISHED AS AN EFFECTIVE SURFACE EROSION CONTROL. d) THERE IS NO EVIDENCE OF EXCESSIVE RUN OFF FROM THE IRRIGATION SYSTEM CAUSING A SOIL EROSION PROBLEM. e) AS-BUILT LANDSCAPE PLANS FOR THE BONDED WORK SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. f) PRIOR TO THE RELEASE OF SECURITY, THE APPLICANT SHALL SUBMIT A LANDSCAPE IRRIGATION AUDIT THAT VERIFIES WATER USE IS WITHIN THE PARAMETERS OF WHAT WAS APPROVED ON THE PROJECT. THE AUDIT SHALL BE CONDUCTED BY A THIRD-PARTY CERTIFIED LANDSCAPE IRRIGATION AUDITOR: LANDSCAPE AUDITS SHALL NOT BE CONDUCTED BY THE PERSON(S) WHO DESIGNED THE LC\NDSCAPE OR INSTALLED THE LANDSCAPE. g) A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES (HYDROZONE DIAGRAM) SHALL BE KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES. ---··--- --·----·- -··"" ·----- ------··-···--·-·---·--· --DATE WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS. CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER: 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. 7194 DATED SEP. 7, 2016 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY LEIGHTON AND ASSOCIATES, INC. DATED NOVEMBER 24, 2015 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED NOT APPLICABLE 9. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY NASLAND ENG. DATED 7/16 WDID NO. 9-375 , SW NO. 16-318 . 10. STORM WATER MANAGEMENT PLAN PREPARED BY NASLAND ENGINEERING DATED MAY 9, 2016, SWMP N0.16-25 11. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL 12. 2022 CALIFORNIA BUILDING CODE, WHICH ADOPTS THE 2021 IBC, 2021 UMC, 2021 UPC AND THE 2020 NEC. INSPECTION PROCEDURES INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF WORK, OR HIS 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 "CERTIFICATION OF COMPLETION" FORM. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. -------·----- "FINAL LANDSCAPE CERTIFICATION FORM" EMAIL TO GLEN@TRIB-LA.COM. LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 434-9300. 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. PRINT DA TE: 07/14/2025 ••• ',CHMIDT LC-0_ 1 I S1EET 11 .(:,. DESIGN ••• GROOJ~ ,_1u -,.,, --~, "\t, ~-•le c; ;., ),-,,, C.\ ')"L'" c1:,,,..,·L2 l CC'· "'!l i 11•1-1 >I< ;110•> sw·,i~r~s:.,c:ri cc.M APPROVED FOR IPR/GA TIO/\/ ANO PLANTING O,NL Y, INCLUDI.NG PREC/SF'" LOCATION OF PLAN Tl1\/G AREA. "AS BUILT" DATE RCE RC[ REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR AVIARA OAKS MIDDLE SCHOOL MODERNIZATION LANDSCAPE TITLE SHEET APPROVEy· ·1,.12 r fh ct,{ c'1{26 ,, ,,;,,,,.v -' PLANNING I DATE DWN BY: IQ I PROJECT NO. DRAWING NO. INITIAL DATE INITIAL CHKD BY: JM LPC2025-0007 s I G brtrrlll ~~ JEFF JUST S Call before you dig. ENGINEER OF W0Rr\ REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: JJ DEV2023-0066 543-4M REGISTRATION NO: 4028 (EXP. 05/31/207) I CITY GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUil T CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA ' PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION , INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE WORK DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. ' 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING ' BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 17. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 22. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 23. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)411-7343 AT&T (800)892-0123 TIME WARNER CABLE (760)438-7741 CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980 COX COMMUNICATIONS (619)262-1122 *CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722 *SAN DIEGUITO WATER DISTRICT (760)633-2650 *LEUCADIA WASTEWATER DISTRICT (760)753-0155 *VALLECITOS WATER DISTRICT (760)?44-0460 *OLIVENHAIN WATER DISTRICT (760~53-6466 * BUENA SANITATION DISTRICT (760 726-1340 x1330 * AS APPROPRIA E 24. IN ACCORDANCE THE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTE DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. 18. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND 6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER) 19. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY INSPECTOR FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION 20. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 21. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. CONSTRUCTION NOTES 1. UNLESS SPECIFIED OTHERWISE, LANDSCAPE CONSTRUCTION AND LAYOUT WORK INCLUDES BUT IS ' NOT LIMITED TO THE LOCATION, PLACEMENT AND DETAILING OF THE PAVING TO OCCUR ADJACENT TO THE BUILDINGS, CONCRETE MASONRY WALLS CONCRETE ' MASONRY SEATWALLS, CONSTRUCTION OF CERTAIN SPECIFIED SITE FURNITURE. 2. SEE ENGINEER'S PLAN FOR PARKING AREA, RETAINING WALLS, SITE DRAINAGE AND GRADING, FINISH GRADING, SITE UTILITY LAYOUT AND CONSTRUCTION. 3. SEE ARCHITECTURAL PLANS FOR BUILDING LAYOUT AND CONSTRUCTION. 4. DIMENSIONS INDICATED ON PLANS SHALL PREVAIL OVER PLAN SCALE. DIMENSIONS ARE TO FACES OF AND ' PERPENDICULAR FACE OF BUILDING WALLS UNLESS SHOWN OTHERWISE. ALL ANGLES AND CONNECTIONS ARE (90) DEGREES UNLESS NOTED OTHERWISE. WALKS CONNECTING DOORS ARE TO BE ALIGNED WITH FACE OF BUILDING UNLESS NOTED OTHERWISE. 5. ALL COORDINATE POINTS AND DIMENSIONS ARE TAKEN FROM THE BACK OF CURB UNLESS OTHERWISE NOTED. 6. EXPANSION JOINTS SHALL BE AS LOCATED ON THE PLANS AND WHERE CONCRETE MEETS EXISTING WALLS ' BUILDINGS, OR OTHER HARD SURFACES. EXPANSION JOINTS SHALL BE SEALED TO PREVENT MOISTURE SEEPAGE AFTER CURING. EXPANSION JOINTS ON WALKS TO BE A MAXIMUM OF 30'-0" ON CENTER. 7. FIBER EXPANSION JOINTS SHALL BE AS LOCATED ON PLANS AND WHERE NEW CONCRETE EXPANSION JOINTS MEETS ADJACENT HARD SURFACES SUCH AS EXISTING CONCRETE OR WALLS. ALL FIBER EXPANSION JOINTS SHALL BE SEALED. 8. ALL CONCRETE SHALL BE A MINIMUM STRENGTH OF 2500 PSI AT 28 DAYS FOR SIDEWALKS. FINISH SHALL BE AS NOTED ON PLANS. 9. CONCRETE PAVING SHALL HAVE FINISHED GRADES SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER ALL FINISH SURFACES SHALL MAINTAIN A MINIMUM 2% SLOPE AWAY FROM BUILDINGS AND WALLS INTO DRAINAGE STRUCTURES OR TO STREET. CONTRACTOR SHALL NOTIFY SCHOOL DISTRICT OF ANY CONFLICTS MAINTAINING DRAINAGE. 10. SCORE JOINTS SHALL BE AS SHOWN ON THE PLANS OR SET ON TYPICAL ON CENTER SPACING AND ALIGN WITH BUILDING EDGES. 11. LAYOUT POINTS OF ALL RADIUS SHALL BE CONNECTED BY SMOOTH EVEN LINES TO CREATE THE CURVED CONFIGURATION AS SHOWN ON THE PLANS. 12. SEE IRRIGATION PLANS FOR SLEEVE LOCATIONS PRIOR TO CONSTRUCTION. 13. SEE ELECTRICAL PLANS FOR SLEEVE AND LIGHT POLE LOCATIONS PRIOR TO CONSTRUCTION. 14. ALL VERTICAL SURFACES, UNLESS NOTED OTHERWISE, SHALL RECEIVE A COAT OF GRAFFITI RESISTANT COATING PER SPECIFICATIONS. 15. NO DEVIATIONS FROM PLANS SHALL OCCUR WITHOUT APPROVAL OF THE LANDSCAPE ARCHITECT. 16. ANY PROPOSED WORK THAT IS INCONSISTENT WITH COMMON, SAFE CONSTRUCTION PRACTICES SHALL BE BROUGHT TO THE ATTENTION OF THE SCHOOL DISTRICT PRIOR TO COMMENCING WITH CONSTRUCTION. SEE SHEET LC-0.1-LC-0.2 -CONSTRUCTION LEGEND & NOTES SEE SHEETS LC-1.1 -LC-1.4 -CONSTRUCTION PLANS SEE SHEETS LC-2.0-LC-2.1 -CONSTRUCTION DETAILS 17. CONTRACTOR SHALL VISIT SITE AND VERIFY ALL FIELD CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. 18. CONTRACTOR SHALL REVIEW PLANS AND DETAILS TO ASCERTAIN LOCATIONS NECESSARY TO PROVIDE ELECTRICAL CONNECTIONS TO POWER IRRIGATION, LIGHTING, ETC. 19. CONTRACTOR SHALL DETERMINE THE LOCATION AND DEPTH OF ALL SITE UTILITIES PRIOR TO CONSTRUCTION. NOTIFY SCHOOL DISTRICT OF ANY DISCREPANCIES IMMEDIATELY. 20. CONTRACTOR SHALL SECURE ALL PERMITS AND PAY ALL APPLICABLE FEES TO CONSTRUCT THE PLANS HEREIN. 21. THE CONTRACTOR SHALL HAVE ENGINEER OF WORK OR LANDSCAPE ARCHITECT VERIFY ALL CONSTRUCTION STAKING LOCATIONS PRIOR TO INSTALLATION OF CONCRETE PAVING. 22. THE CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION STAKING AND RE-STAKING REQUIRED TO COMPLETE THE PROJECT. 23. ALL HARDWARE SUCH AS NAILS. BOLTS, FASTENERS ETC. SHALL BE HOT DIPPED GALVANIZED UNLESS OTHERWISE NOTED. 24. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES AS NECESSARY. 25. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR LANDSCAPE ARCHITECTS REVIEW AND APPROVAL FOR DETAILS AS NOTED ON THE PLANS AND SPECIFICATIONS. 26. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEANUP OF THE SITE AND PROVIDING ADEQUATE SAFETY MEASURES DURING CONSTRUCTION ON A 24 HOUR BASIS. 27. ANY CREDITS AND/OR DEBITS SHALL BE REPORTED TO LANDSCAPE ARCHITECT AT TIME OF OCCURRENCE FOR PROPER VERIFICATION AND/OR APPROVAL PRIOR TO COMMENCEMENT OF RESULTING ACTION. 28. CONTRACTOR SHALL PROVIDE A 24 HOUR PHONE NUMBER AVAILABLE IN CASE OF EMERGENCY. AMERICANS WITH DISABILITIES NOTES: PLAN SHEET KEY: 1. ALL SLOPES SHOWN ON THIS PLAN WERE DESIGNED AT OR BELOW MAXIMUMS ALLOWED BY THE AMERICANS WITH DISABILITIES ACT ACCESS GUIDE (AD.A.AG.). IN ORDER TO ALLOW FOR CONSTRUCTION TOLERANCES. IT IS THE CONTRACTORS RESPONSIBILITY TO FAMILIARIZE THEMSELVES WITH AD.A.AG. AND IN THE EVENT THAT A DESIGN QUESTION SHOULD ARISE, OR A FIELD CONDITION PRESENTS ITSELF THAT IS DIFFERENT THAN SHOWN ON THESE PLANS, WORK SHOULD CEASE AND THE ENGINEER BE NOTIFIED SO PRINT DATE: 07/14/2025 ••• SCHMIDT THAT AN ACCEPTABLE SOLUTION CAN BE DETERMINED. ACTOR IS ADVISED TO CAREFULLY CHECK ALL PHASES OF WORK RELATING TO AD.A.AG. THIS PROJECT. SINCE THE CODE DOES NOT ALLOW FOR A CONSTRUCTION TOLERANCE AND 2. THE CONTR ACCESS FOR CONSTRUCT! AD.A.AG.AR ON THAT EXCEEDS MAXIMUM OR MINIMUM DIMENSIONS AND SLOPES AS CALLED OUT BY E SUBJECT TO REJECTION BY THE CITY AND MAY BE REQUIRED TO BE MOVED AND REPLACED. CIVIL ENGINEER OR SURVEYOR CANNOT CONTROL THE EXACT METHODS OR MEANS USED BY 3. SINCE THE THE GENERA PROJECT, TH RELATED ITEM L CONTRACTOR OR THEIR SUBCONTRACTOR DURING GRADING AND CONSTRUCTION OF THE E CIVIL ENGINEER ASSUMES NO RESPONSIBILITY FOR FINAL ACCEPTANCE OF A.D.A.AG. S OF THIS PROJECT BY THE CITY, ANY OTHER AUTHORITY OR OTHER AFFECTED PARTIES. E WITH AD.A.AG. CONSTRUCTION REQUIREMENTS WILL BE THE SOLE RESPONSIBILITY OF COMPLIANC THE GENERA L CONTRACTOR AND THEIR SUB-CONTRACTORS. -------LC-0.2 I S2EET I •c. DESlGN ••• GROUP 'J L' p __ e, '"' ';\, :, 1, ''· '.,H [., -;.•, (; ).l]•!~ 01'/ 2-•C I lo! ll·~ •:1\ cl,: Ir.·/ .'l< I,\~ J ·.1,, ~c1, ,,11n,oc:.,cH.•: -:.1.t APPROVED FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. "AS BUILT" DATE RCE ---RCE ---------·- ------------ REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: AVIARA OAKS MIDDLE SCHOOL MODERNIZATION LANDSCAPE CONSTRUCTION NOTES APPROVED: U /,,,,, ~ , , ,/~// ~ /lq/z.:;- PLANNING 7~ DATE -- I ' DWN BY: 1n DATE INITIAL DATE INITIAL DATE INITIAL PROJECT NO. DRAWING NO.I 543-4M I REVISION DESCRIPTION CHKD BY: JM LPC2025-0007 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: ,JJ DEV2023-0066 -~~ ~· ~" ·~ CONSTRUCTION LEGEND: SYMBOL CODE I"'"'"'" I • ' < S > < , • ' A ' ' ~ ' , ' .. ' . , • X ' < > , S > , CJ [JJ [TI w [I} [I] []] D]] [ill [ill @] [ill [JI} [ill [ill PA EXISTING LEGEND / ' I " 1 I E-01 I \ I I E-02 I I • '· ' . ,' ,I I E-03 I I 11 E-04 I I E-06 I I E-07 l I E-08 I DESCRIPTION DETAIL STANDARD 4" PEDESTRIAN CONCRETE PAVING 2/LC-2.0 PER GEOTECHNICAL REPORT. FINISH: MEDIUM BROOM. COLOR NATURAL GREY. ENHANCED 4" PEDESTRIAN CONCRETE 2/LC-2.0 PAVING PER GEOTECHNICAL REPORT. FINISH: CONTRACTOR TO MATCH EXISTING INTEGRALLY COLORED ONSITE CONCRETE. CONTRACTOR TO SBUMIT SAMPLES FOR REVIEW BY PROJECT LANDSCAPE ARCHITECT AND DISTRICT. ARTIFICIAL TURF WITH CONTAINMENT CURB. 3/LC-2.1 TURF TYPE: 'SYNFESCUE 343', AVAILABLE THROUGH SYNLAWN. CONTACT JAMIE NEAGLE JNEAGLE@SYNLAWN.COM, (877) 303-8873. INSTALL WITH ENVIROFILL BY US GREEN TECH AT A RATE OF 2 LBS/SF. CURB DEPTH TO EXTEND THROUGH BASE MATERIAL CONTAINMENT CURB PER PLAN. ASPHALT PAVING. DEPTH PER CIVIL PER CIVIL ENGINEER'S PLANS. EXISTING ASPHALT PAVING WITH GRIND AND PER CIVIL OVERLAY PER CIVIL ENGINEER'S PLANS. STABALIZED DECOMPOSED GRANITE. TYPE: 2/LC-2.1 COPPER CANYON FROM DECORATIVE STONE SOLUTIONS. PH: 800-699-1878. RETAINING WALL PER CIVIL ENGINEER. FINISH: PER CIVIL SPLIT FACE BLOCK. BLOCK TYPE: CONTRACTOR TO MATCH ONSITE BLOCKS AT AMPHITHEATER SEATING AREA CONTRACTOR TO SUBMIT SAMPLES FOR REVIEW BY PROJECT LANDSCAPE ARCHITECT AND DISTRICT. POUR IN PLACE CONCRETE SEAT WALL 1/LC-2.1 FINISH: GRACE TOP CAST #03, COLOR: CONTRACTOR TO MATCH EXISTING INTEGRALLY COLORED ONSITE CONCRETE. CONTRACTOR TO SBUMIT SAMPLES FOR REVIEW BY PROJECT LANDSCAPE ARCHITECT AND DISTRICT. SCORE JOINT 3/LC-2.0 EXPANSION JOINT 3/LC-2.0 CONCRETE PEDESTRIAN RAMP PER CIVIL PER CIVIL ENGINEER'S DRAWINGS. TOP SECTION OF RAMP TO BE REMOVED AND RE-ALIGNED PERPENDICULAR TO COURTYARD. HANDRAIL PER LANDSCAPE DRAWINGS. TIE PROPOSED HANDRAILS INTO EXISTING HANDRAILS. EXISTING RETAINING WALL TO BE RAISED TO PER ARCH & MEET NEW GRADES, PER ARCHITECTURAL STRUCTURAL AND STRUCTURAL PLANS. TRUNCATED DOMES PER CIVIL ENGINEER'S PLANS. PICK UP AND DROP OFF LOADING ZONE PER CIVIL ENGINEER'S PLANS. CONCRETE CONTAINMENT CURB THICKENED EDGE THICKENED EDGE INFILL PLANTING AREA EXISTING TREE TO REMAIN -PROTECT IN PLACE. EXISTING TREE TO BE REMOVED. DISPOSE OF OFFSITE. EXISTING CONCRETE TO REMAIN -PROTECT IN PLACE. EXISTING ASPHALT TO REMAIN -PROTECT IN PLACE. EXISTING FLAG POLE TO REMAIN -PROTECT IN PLACE. EXISTING STAIRS TO REMAIN -PROTECT IN PLACE. EXISTING RAMP TO REMAIN -PROTECT IN PLACE. EXISTING AMPHITHEATER SEATING TO REMAIN -PROTECT IN PLACE. PER CIVIL PER CIVIL 5/LC-2.0 5/LC-2.0 5/LC-2.0 GATE SCHEDULE PANIC 1C:::O:::::D:::::E:::::::=::::;---tcDf.EuS"C'i"R"'rl P',f_T'i'IO;;=N~i'iiA.,,'ilD:;-,,ilDc-Ticci~ilTC~foDi'E'hT A;;-=IL'--TI7W~I D'f.-T,..,_H_,____--t'HifcE=f.l;icG"--H"-T---t;T;¾;Y=iPc;;cE~'ni,..,-i~Hi'cA~R=D~W=A~R=E~------t~F;',cl Niil S",iH~:u----HH~A~R'i'D~W=;;A~RE~_~M~A~N;"-;U~F~Ai,::C~T-"U"--R=E-'-"R~ JIIIQ[)l=L # I G-1101 I SINGLE PEDESTRIAN TUBULAR STEEL GATE 8&10 3'-6" 8"-0" PEDESTRIAN YES PER ARCH. PER ARCH. PER ARCH. PER ARCH. - . _ PER ARCHITECTURAL PLANS, 3'-6" WIDE. IA 1.43 ["\ IYl IYl I G-1102 I IG-101 I [G-1021 IYl IG-1031 SINGLE PEDESTRIAN TUBULAR STEEL GATE PER ARCHITECTURAL PLANS, 3'-6" WIDE. DOUBLE PEDESTRIAN TUBULAR STEEL GATE PER ARCHITECTURAL PLANS, 1 0' WIDE. DOUBLE PEDESTRIAN TUBULAR STEEL GATE PER ARCHITECTURAL PLANS, 1 0' WlDE. 8&10 IA1 .43 31_611 1 &3/A 1.43 7'-0" (TWO 3'-6" LEAFS) 1 &3/A 1 .43 7'-0" (TWO 3'-6" LEAFS) 8"-0" 8°-0" DOUBLE PEDESTRIAN TUBULAR STEEL GATE 1 &3/A 1.43 7'-0" (TWO 8" -0" PER ARCHITECTURAL PLANS, 1 O' WIDE. 3'-6" LEAFS) PEDESTRIAN YES PER ARCH. PER ARCH. PER ARCH. PER ARCH. PEDESTRIAN YES PER ARCH. PER ARCH. PER ARCH. PER ARCH. PEDESTRIAN YES PER ARCH. PER ARCH. PER ARCH. PER ARCH. PEDESTRIAN YES PER ARCH. PER ARCH. PER ARCH. PER ARCH. i-------+=~=-c~==~~~~~~=~~--+-c----+=~~~-+=~--+----c-tc-=-----+=-~---+=~=~---+=------···~····-·····-·····--__ , ... , •••• , _________ _, DOUBLE PEDESTRIAN TUBULAR STEEL GATE 1&3/A1.43 7'-0" (TWO 8"-0" PEDESTRIAN YES PER ARCH. PER ARCH. PER ARCH. PER ARCH. IYl IG-1041 PER ARCHITECTURAL PLANS, 1 0' WIDE. 3'-6" LEAFS) IYl IG-105 DOUBLE PEDESTRIAN TUBULAR STEEL GATE 1 &3/A 1.43 7'-0" (TWO 8"-0" PER ARCHITECTURAL PLANS, 1 0' WIDE. 3'-6" LEAFS) PEDESTRIAN YES PER ARCH. PER ARCH. PER ARCH. PER ARCH. SINGLE TUBULAR STEEL PEDESTRIAN GATE 4/A1.44 4'-0" 8'-0" PEDESTRIAN NO PER ARCH. PER ARCH. PER ARCH. PER ARCH. PER ARCHITECTURAL PLANS, 4' WIDE SINGLE TUBULAR STEEL PEDESTRIAN GATE 17/A 1.43 4'-0" 8'-0" PEDESTRIAN NO PER ARCH. PER ARCH. PER ARCH. PER ARCH. PER ARCHITECTURAL PLANS, 4' WIDE VEHICULAR BLACK CHAIN LINK MAINTENANCE 16/A 1.44 20' O" (TWO 8'-0" VEHICULAR NO PER ARCH PER ARCH PER ARCH PER ARCH GATE, PER ARCHITECTURAL PLANS, 20' 10' LEAFS) (1 IG-106 (1 IG-107 w IG-109 1-----=-+====--=-c-~=~~-~c-=s-=~+----+c-,~---+=---+----c+.-=------+=-~---+==-cc==-c----+==--------l~~-=-=------j PEDESTRIAN GALVANIZED CHAIN LINK GATE, 4/A1 .44 4'-0" 8'-0" PEDESTRIAN NO PER ARCH. PER ARCH. PER ARCH. PER ARCH. (1 I G-111 I PER ARCHITECTURAL PLANS, 4' WIDE IG-1121 GALVANIZED CHAIN LINK VEHICULAR 16/A1.44 MAINTENANCE GATES WITH PAD LOCK, PER ARCHITECTURAL PLANS, 12' WIDE 12'-0" (TWO 6' 8'-0" LEAFS) VEHICULAR NO PER ARCH. PER ARCH. PER ARCH. PER ARCH. IY1 IY1 IY1 1-------+=~,-,-,-,~~~~~~~~c-,c-=----+-c-~-+,-,~~~~+=----+~~~---t-c-=------+=-----+=~==-c-----+=-----------l~~-=-=---·------GALVANIZED CHAIN LINK VEHICULAR 16/A1 .44 12'-0" (TWO 6' 8'-0" VEHICULAR NO PER ARCH. PER ARCH. PER ARCH. PER ARCH. IG-1131 MAINTENANCE GATES WITH PAD LOCK, PER LEAFS) ARCHITECTURAL PLANS, 12' WIDE GALVANIZED CHAIN LINK VEHICULAR 16/A1 .44 IG-1141 MAINTENANCE GATES WITH PAD LOCK, PER ARCHITECTURAL PLANS, 12' WIDE GALVANIZED CHAIN LINK PEDESTRIAN GATE 4/A1.44 (1 IG-1151 WITH ACCESSIBLE LEVERS, PER ARCHITECTURAL PLANS. 3' WIDE GALVANIZED CHAIN LINK ROLLING GATE, PER 17/A1.44 IG-1161 ARCHITECTURAL PLANS, 20' WIDE I G-117 I GALVANIZED CHAIN LINK ROLLING GATE, PER 17/A1.44 ARCHITECTURAL PLANS, 20' WIDE I G-118 I PEDESTRIAN GALVANIZED CHAIN LINK GATE, 4/A1.43 (1 PER ARCHITECTURAL PLANS, 3' WIDE CONSTRUCTION LEGEND CONTINUED: FENCE Cl Cl I E-09 I I E-10 I I E-11 I I E-12 I I F-01 I EXISTING OVERHEAD SOLAR ARRAYS TO REMAIN-PROTECT IN PLACE. EXISTING LIGHT POLE TO REMAIN-PROTECT IN PLACE EXISTING PEDESTRIAN RAMP TO REMAIN- PROTECT IN PLACE. EXISTING ELEMENTARY SCHOOL TRASH ENCLOSURE TO REMAIN, PROTECT IN PLACE. TUBULAR STEEL FENCE. HEIGHT: 8'-0". PER ARCHITECTURAL PLANS. CHAINLINK FENCE. HEIGHT: 8'-0". FINISH: GALVANIZED 5/A1 .43 5/A 1.44 I F-02 I _,_,_ I F-03 I CHAIN LINK FENCE. HEIGHT 8'-0". FINISH: 5/A1.44 BLACK VINYL COATED MESH. PAINT POSTS BLACK WITH TWO COATS PRIMER AND TWO COATS EXTERIOR PAINT TO MATCH EXISTING ONSITE POSTS. CONTRACTOR TO SUBMIT SAMPLE TO PROJECT LANDSCAPE ARCHITECT AND DISTRICT FOR REVIEW PRIOR TO INSTALLATION. X • , I F-04 I EXISTING FENCE TO REMAIN SEE SHEET LC-0.1-LC-0.2 -CONSTRUCTION LEGEND & NOTES SEE SHEETS LC-1.1 -LC-1.4 -CONSTRUCTION PLANS SEE SHEETS LC-2.0-LC-2.1 -CONSTRUCTION DETAILS 12'-0" (TWO 6' 8'-0" LEAFS) 20'-0" 8'-011 2D'-0" 8'-0" VEHICULAR NO PEDESTRIAN NO VEHICULAR NO VEHICULAR NO PEDESTRIAN NO PER ARCH. PER ARCH. PER ARCH PER ARCH. PER ARCH PER ARCH. PER ARCH. PER ARCH. PER ARCH. PER ARCH. PER ARCH. PER ARCH PER ARCH PER ARCH. PER ARCH. PER ARCH. PER ARCH. PER ARCH. PER ARCH. PER ARCH. PRINT DATE: 07/14/2025 ••• SCHMIDT 60• 1• DESIGN ••• GH!J\JP 1. IU ·,._,cc·.,a ,s St ;, ,·., ~ ;.,o l•>-,;•, 1.· '.•):l('C G102_.,:;·.1v.' APPROVED FOR !RR/GA T/ON Al\JD PLANT/0/G ONLY, INCLUD!t'1G PRECISE LOCA T!ON OF PLANTING AREA. "AS BUil T" DATE RCE __ _ RCE __ _ REVIEWED BY: LC-1.0 INSPECTOR DATE f------+----+----------------J--+---+----+-----11 S3EET I ~TY p2!1NGC ~~~~'3 BAD LANDSCAPE IMPROVEMENT PLANS FOR: AVIARA OAKS MIDDLE SCHOOL MODERNIZATION LANDSCAPE CONSTRUCTION LEGEND 1----+----+---------------+------+----+---+--____j I APPROVED: /' 0. , 71, / ,/ ,/ /, /' I I -----'Lfa4/41=--_ __,,//'-" /,:,v=-=-._vv.:.,:,:._v,,v__ f> tq { v=; PLANNING ~ DATE f-------+---1------------------· -·-·--+----t---+----l ~=====~=======~==== f-------+---1-----------------f------l---··---e--+------j DWN BY: ,,,,IC'---PROJECT NO. DRAWING NO. CHKD BY: =JM~_ LPC2025-0007 543-4M RVWD BY: JJ DEV2D23-0066 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL SEE SHEET LC-0.1-LC-0.2 -CONSTRUCTION LEGEND & NOTES SEE SHEETS LC-1.1 -LC-1.4 -CONSTRUCTION PLANS SEE SHEETS LC-2.0 -LC-2.1 -CONSTRUCTION DETAILS 1 1-1 0 10 20 40 SCALE: 1" = 20'-0" I S4EET I PRINT DATE: 07/14/2025 ••• SCHMIDT .(:cs. DESIGN ••• GROUP !JIO .,c,c•.ICC1' s .. Sc le G, '"" D q:v, C/\ n;·J<> 019 lJO,;-'··~< L:C, C/\ me IN'/ llJ; ,\C 3,1139 ;:11i~IC10f~IGl<,COl,1 APPROVED FOR !RR/GA T/0/\J AND PLA,\J T/1\JG 01\JL Y, INCLU0/1\JG PRECISE LOCA T!Otl/ OF PLANT!l\JG AREA. "AS BUILT" UAll RCE __ _ RCE __ _ REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: AVIARA OAKS MIDDLE SCHOOL MODERNIZATION LANDSCAPE CONSTRUCTION PLAN >---+--->---------------+-----+---+----+-----, 1-AP-PR_o_vE_D_: ~Uvu _ _,;z'-f,=-~~~---<o{(tj r~ I _ PLANNING DATE _ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INI flAL DATE INITIAL omER APPROVAL CITY APPROVAL DWN BY: "' PROJECT NO. DRAW.NG 1\0. CHKD BY: JM LPC2025-000-/ 543-4M RVWD BY: JJ DEV2023-0066 -------------- j I • I I I I I i L 117 67 i : i : ' : I SEE SHEET LC-0.1-LC-0.2 -CONSTRUCTION LEGEND & NOTES SEE SHEETS LC-1.1 -LC-14-CONSTRUCTION PLANS SEE SHEETS LC-2.0 -LC-2.1 -CONSTRUCTION DETAILS 'i 0 10 20 SCALE : 1" = 20'-0" :; ' 40 J),.NDSCAp jl.JSTUS IV, DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PRINT DATE: 07/14/2025 ••• SCHMIDT LC-1.2 I s;EET 11 .. • DESIGN ••• GROIJP ll.G "'""'"" s,' \c Le G, \,,; D ,so, C/, n, ;e css·,,0·10. ucu,,,,,1,.vrn M.rns9 APPROVED roR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION or PLANTING AREA. "AS BUil T" DATE RCE RCE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: AVIARA OAKS MIDDLE SCHOOL MODERNIZATION LANDSCAPE CONSTRUCTION PLAN I APPROVED:uh ~ Cf>t11:tl2 ? PLANNING 7'-DATE OWN BY: 111 PROJECT NO. DRAWING NO. CHKD BY: JM LPC2025-0007 543-4M RVWD BY: JJ DEV2023-0066 I I •. --.. .:__- 169.51 X \ ~: FIRE LANE \ I ,_ I \ I I 1 '" r- li I ll.i9.i3 i " 1_69.t!3 ~ ' u _j f-w w I (I) w w (I) w z _j I u ~ ~ -,,--. I- .I I l "17036 X ---~I E-04 I SEE SHEET LC-0_ 1-LC-0_2 -CONSTRUCTION LEGEND & NOTES SEE SHEETS LC-1.1 -LC-1.4-CONSTRUCTION PLANS SEE SHEETS LC-2_0 -LC-2_ 1 -CONSTRUCTION DETAILS 0 ---"'·--------------___ GROUND N0r-v1s131 r~ ·------------ ------------- ·----------__ --------------- 10 ------------- ----------------------- ----------·----------------- ----- ------- ·--. ·----- ·---------------8GNSg_ 8Rli">Fl------- • ··-- --••. --- ·------··---------- -------- ---------- X 167.55 • -I I /" CENTER END POST IN EXISTING ; CONCRETE WALL MAXIMUM 4" j[! I . CLEARANCE BETWEEN EXISTING FENCE AND NEW FENCE / Ill' ,,,-J I ' I / 1l _ 4-~x--ccC ' X F-02 \ -, 20 40 162.45 X 'i35.62 X /''-_ I ; I DATE -----. --------. ----------- ·------ ---·-- ---------- -----:, .. _ ',60.52 X INITIAL 'i65 74 X SCALE: 1" = 20'-0" ENGINEER OF WORK ----------- ----- ---------- -\-c ' ",, / 1/ -, ---__ / ; ·:cs 54 X ' 1 '/ ·155 ·13 ~,;&d~;';;c,~ REVISION DESCRIPTION ·--. ' ··->---:---:·'..,.::._'-..._ ------. --- ·135 72 X '165.4G X DATE INITIAL OTHER APPROVAL iiiii,28 DATE INITIAL CITY APPROVAL I PRINT DATE, 07/14/2025 ••• SCHMIDT • • DESIGN ••• GROUP (,19,;,,:,.,,, l: CA 1"301~·1 '" I AZ )cLl9 SCfO.UDYOESlCl<,CO.\i APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" DATE RCE ___ _ RCE ___ _ REVIEWED BY, LC-1.3 INSPECTOR DATE CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR AVIARA OAKS MIDDLE SCHOOL MODERNIZATION LANDSCAPE CONSTRUCTION PLAN I APPROVED, PLANNING DWN BY:u 11n~-- CHKD BY: °"JM""---- RVWD BY: JJ I PROJECT NO. LPC2025-0007 DEV2023 0066 DRAWING NO. 543-4M ---------- ~ I u _J tu w I (/) w w (/) w L _J --u-- ------------ SD ., "157.70 ---()---=·-G_--:-·-::-G---c/ -()-----G---{J- u, ,o ----0 ---c -----0 --------0 SEE SHEET LC-0.1-LC-0.2 -CONSTRUCTION LEGEND & NOTES SEE SHEETS LC-1.1 -LC-1.4 -CONSTRUCTION PLANS SEE SHEETS LC-2.0 -LC-2.1 -CONSTRUCTION DETAILS lf'--~I be 0 z G-111 164.45 0 10 20 40 SCALE : 1" = 20'-0" DATE "165.26 163.67 / INITIAL ENGINEER OF WORK 164.43 ·163, 79 X ------------------· REVISION DESCRIPTION 1()4 ,30 X ---------· I __________ ~l--------------- --------- ·IG'.2.7fl X DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL LC-1.4 PRINT DATE: 07/14/2025 .••• SCHMIOT • • DES!GN ••• i;aoue IJ;J i<ooe,,,,,, I:., \.,,, G. S,•. J:Csc•, CA 9/:% ";"'-'"·"'°' uc.c.,,m ,:wn1>'.Z ,_,,,, srn:a I Dr D "' G[' .C OA, APPROVED FOR /RR/GA T/ON ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BU IL T" DATE RCE ___ _ RCE ___ _ REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: AVIARA OAKS MIDDLE SCHOOL MODERNIZATION LANDSCAPE CONSTRUCTION PLAN I APPROVED: PLANNING OWN BY: CHKD BY: .J~M __ RVWD BY: JJ PROJECT NO. LPC2025-0007 DEV2023 0066 '<P/vt/v-> I DATE DRAWING NO. 543-4M _J PLAN Q ---···- ," ,! 1----111 ::II!_ 11 ~I I-!"' 11=111----11 1=-' ,---.,-, ---I ': ,-__ • 11__:c111-::--'. ; 1--., ---···· ' _-,_ __ ' i= 11=:-... :--t~:-~r: ::~ -CD- "· ,_i I =--;{I-;' ~,Tc='=i:;: -'~ ' in'L 11::::.lli-i:!_!l=i-!-::Iii --111=11= =·= "I--~ 1 -"111'~11 -, ":' n ~r,--11,'•1 1 -~J== I , 11 ,---11 ~ · --,---,-_ - i I • ·, : ' ""I II -' --~ " ; _,,-, C 111;:J ,-, --•· ,_.'_j= l===I f ,--I ' I::] -" - -- -IC •'=1i i:_c[T• -ff" __ J--c' • 1=-,: I l'------11 ::--1 I '-i 1--_~i I i==-11 ;- 12" ~ SECTION A EQUAL DISTANCE 5'-0" SPACING MAX. (j)--- 12" k----+-MIN. LEVEL 6 10 36" PLANS FOR SLOPE HANDRAIL ENLARGEMENT 4" ~ 5 WIDTH PER PLANS -f 7 '- 6 1.5" SECTION 8 4" I NOTES: LEGEND G) CONCRETE PAVING WIDTH VARIES, SEE CIVIL PLANS @ EXPANSION JOINT @ SURFACE SHALL SLOPE AT 1% MIN_ FOR DRAINAGE. (SEE GRADING PLANS) G) THICKENED CONCRETE EDGE @ 2" SCHEDULE 40 STEEL GUARDRAIL POSTS. GROUT IN PLACE WITH POR-ROK OR APPROVED EQUIVALENT. POR-ROK SHALL BE INSTALLED WITH A CROWN TO PROVIDE POSITIVE DRAINAGE AWAY FROM POSTS TYP. @ CMU RETAINING WALL PER CIVIL AND STRUCTURAL PLANS Ci) 1-1/2" 0.0. GALVANIZED HANDRAILS AND MIDRAILS BOTH SIDES. TIE INTO EXISTING HANDRAILS. @ SCARIFY EXISTING SOIL 12" AND COMPACT EXISTING SU BG RADE SOIL AT 90% RELATIVE COMPACTION PER GEOTECH REPORT @ #3 BARS AT 24" 0.C. BOTH WAYS @ CMU WALL FOOTING PER STRUCTURAL PLANS, SEE DETAIL 12/SS.02 @ ADJACENT FINISH PER CIVIL PLANS @ 3/8" GALVANIZED STEEL ROD WELDED AT POST AND HANDRAIL. PROVIDE AN 1/8" ALL AROUND WELD @ EXISTING RETAINING WALL, PROTECT IN PLACE A. SUBMIT SHOP DRAWINGS FOR APPROVAL B. ALL POSTS & RAILS TO BE GALVANIZED INSIDE AND OUT C. WELD AND GRIND SMOOTH ALL CONNECTIONS, EDGES AND CORNERS TO ELIMINATE ANY SHARP EDGES D. l" GROOVE FINISH ON ALL WEARING SURFACES. DIRECTION OF GROOVE SWEEP TO BE 30 DEGREES PERPENDICULAR TO CROSS SLOPE. TROWELED FINISH ON ALL OTHER EXPOSED SURFACES. E. CONTRACTOR TO INTEGRATE HANDRAIL INTO EXISTING HANDRAIL AS NECESSARY AND CONFIRM ALL MEASUREMENTS ONSITE MATCH EXISTING CONDITIONS. (D,--~'."-:~-~-P_ 1 _~_ 0 A::-.. _N_D_R_A_IL _______________________________________________________________________________ _ NOTES: A. AT A MINIMUM PROVIDE THE FOLLOWING: CONSTRUCTION JOINTS: 10' O.C. EXPANSION JOINTS: 30' O.C. B. CONCRETE COLOR AND FINISH PER PLAN. C. CONTRACTOR TO FOLLOW RECOMMENDATIONS OF SOILS REPORT AND/OR STRUCTURAL ENGINEER. D. ALL SURFACE, SUBBASE, AND SUBGRADE THICKNESSES AND COMPACTION PERCENTAGES ARE SUBJECT TO CHANGE IN CONFORMANCE WITH FINAL GEOTECHNICAL REPORT. SECTION: LEGEND: G) SCORE LINES AND EXPANSION JOINTS, SPACING PER NOTES AND PLANS. @ CONCRETE PAVING, FINISH PER LANDSCAPE CONSTRUCTION LEGEND. @ FINISH GRADE -1" BELOW EDGE OF PAVING IN TURF AREAS TO HAVE SOD, 2" IN SHRUB BEDS (v SCARIFY EXISTING SOIL 12" AND COMPACT EXISTING SUBGRADE SOIL AT 90% RELATIVE COMPACTION PER GEOTECH REPORT @ NATIVE SUBGRADE, COMPACT TO 90% PER GEOTECH REPORT @ #3 BARS AT 18" ON CENTER EACH WAY 2 -------------® CONCRETE PAVING NOT TO SCALE 2>---~ LEGEND: G) CONCRETE PAVING @ 3/16 RADIUS -1/4" DEPTH TOOLED EDGlc @ 1/4" FELT EXPANSION JOINT @) POLYURETHANE SEALANT 'SONNEBORN' SL-2 SLOPE GRADE -CONFORM TO ASTM C920 TYPE M -GRADE T 1/2" )( 12" LONG SPEED DOWEL AT 36" ON CENTER MAX., ONE SIDE WITHIN SLEEVE FOR MOVEMENT AT ALL lcXPANSION JOINTS. SCAl,IFY SUBGADE 12" AND COMPACT SUBGRADE AT 90% RELATIVE COMPACTION PER GEOTECH REPORT (J) SCOF,E LINE, SAW CUT TO A DEPTH OF 1/4 OF SLAB THICKNESS, 1" MINIMUM. NOTES: A. SEE LANDSCAPE CONSTRUCTION PLAN FOR EXPANSION JOINT LOCATIONS B. AT A MINIMUM PROVIDE EXPANSION JOINTS FOR EVERY 400 SF OF CONTIGUOUS CONCRETE PAVING C. SAND DRESS ALL EXPANSION JOINTS. COLOH TO MATCH ADJACENT CONCRETE. PROVIDE SAMPLE OF SEALANT WITH SAND APPLIED FOR APPROVAL. 3 r------------0 EXPANSION/ CONTROL JOINT NO SCALE SEE SHEET LC-0.1-LC-0.2 -CONSTRUCTION LEGEND & NOTES I SEE SHEETS LC-1.1 -LC-1.4 -CONSTRUCTION PLANS SEE SHEETS LC-2.0-LC-2.1 -CONSTRUCTION DETAILS I DATE INITIAL ENGINEER OF WORK 2>----~ --'. :_ .·, '_' '. ' _:. : ///I / / / /1/A .• ' . ' . ',. . . . ,· / / / / / -I : '-ii ,-1, ,--i 11---1 _ -----: 1--11 :-_ ,1 I! , ,-,·--.1. I-_ I ; - , 11-" I 11-M,----1 I I - , I I ---• ; I -, I EO . E0:,;, --, ---' ,.-, - I I I • -1 I I 1-c• I .. -I I 1--. 1-1, -,-. ' --=1 : : ' 11 =1 ' /'c:I 11 =1 -= 1---'I I i='", 11 ' --=--11 ----- , I · · .. -------1 .. ----I-,_,, •. --1-1·-1-"TC--11-1 ----I~---111-,,, ·1 1•~-'I - - I ' •,--, ----:' • i== -, ' ,-• ! ,= I I== • -=--=I:·=------=; I 1--11,-' ·' • _,, I·-! i ==I I SECTION 3 - LEGEND: G) CONCRETE PAVING @ 3/16 RADIUS - 1 /4" DEPTH TOOLED EDGE @ COMPACTED SUBGRADE PER SOILS REPORT @) EXISTING CONCRETE PAVING 1/2" X 12" LONG SMOOTH STAINLESS STEEL BAR AT 36" ON CENTER MAX., ONE SIDE WITHIN SLEEVE FOR MOVEMENT AT ALL EXPANSION JOINTS SPEED DOWEL SECURE TO EXISTING PAVING WITH HIGH STRENGTH CONCRETE EXPOXY OR EQUAL WITH PURPLE EPOXY GOA TING. NOTES: A. SEE LANDSCAPE CONSTRUCTION PLAN FOR DOWEL JOINT LOCATIONS PRINT DATE: 07/14/2025 ••• SCHMIDT C) • DESIGN ••• GROUP 'JI~ <.o,-,c-_.·, I'.,. I·,/,(. ice• l' •c,c-, (A cm>;; o-,.no.c4c, APPROVED FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" DATE , DOWEL JOINT AT EXISTING CONCRETE RCE RCE 4 \ I NOT TO SCALE REVIEWED BY: - LC-2.0 INSPECTOR DATE I SsEET 11 CITY OF CARLSBAD I PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: AVIARA OAKS MIDDLE SCHOOL MODERNIZATION LANDSCAPE CONSTRUCTION DETAILS I APPROVED: PLANNING QJ2u~ ,-~,!: 1~1 OWN BY: 10 PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: JM LPC2025-0007 543-4M REVISION DESCRIPTION OTHER APPROVAL Cl TY APPROVAL RVWD BY: JJ DEV2023-0066 " /I /2 < a < • " < " < ' < 1'-6" 1 <l (J) co I . w • -..-. .. O'.'. ~ • . . . 0 /2 4' /2 ISOMETRIC "" ' " \ \ 9 SKA TE DETERRENT REVEAL TYPICAL SECTION AT PAVING - 0 ' < CD \ \ \ CORNER ENLARGEMENT LEGEND: G) 0 ® SEAT WALL PER PLANS ADJACENT PLANTING AREA. SEE PLANS COMPACTED SUBGRADE AT 95% RELATIVE COMPACTION PER SOILS REPORT (±) 1" CHAMFER ON ALL EDGES @ FINISH GRADE, SEE FINE GRADING PER CIVIL PLANS. @ ADJACENT CONCRETE PAVING PER PLAN. (j) EXPANSION JOINT, SEE DETAIL 3/LC-2.0 @ REBAR PER STRUCTURAL ENGINEER'S PLANS. SEE DETAIL 20/S5.01 ® SKATEBOARD DETERRENT REVEAL-PLACE EVERY 30"-40" SPACED EQUALLY AND 24" FROM EACH CORNER. NOTES: A. SEE CONSTRUCTION PLAN FOR CONCRETE FINISH AND COLOR. B. SEE STRUCTURAL ENGINEER'S PLANS FOR MORE DETAILS. C. CONTRACTOR TO PROVIDE MOCKUP FOR EVALUATION OF WORKMANSHIP. BUILD ONSITE 30 DAYS PRIOR TO COMMENCING WORK. INCORPORATE SKATE DETERRENT, EDGE DETAIL, AND FINISH SURFACE. OBTAIN PROJECT LANDSCAPE ARCHITECT'S APPROVAL PRIOR TO COMMENCING OF WORK. D. APPLY SEALANT. USE ONE COAT AQUA-TRETE CONCENTRATE PER MFR RECOMMENDATIONS AND TWO COATS OF PROTECTOSIL ANTI-GRAFFITI AVAILABLE THROUGH EVONICK.CONTACT THE MFR.'S REPRESENTATIVE MICHAEL HYDUCK SPECIFIED PRODUCTS INC. 619-889-2012. 4" 4" LEGEND: CD ADJACENT SURFACE PER PLAN @ DG PAVING WITH SOIL STABILIZER TO BE PLACED IN 2" LAYERS. ROLL EACH LAYER SEPARATELY TO 95% MIN. COMPACTION. PAVING TO MEET FLUSH WITH TOP OF EDGING. G) SCARIFY EXISTING SUBGRADE TO 12" DEPTH AND COMPACT TO 90% RELATIVE COMPACTION PER GEOTECHNICAL REPORT. NOTES: A. SEE CONSTRUCTION PLAN FOR DECOMPOSED GRANITE TYPE AND MANUFACTURER. B. CONTRACTOR TO SUBMIT SAMPLE OF DECOMPOSED GRANITE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. -~--~-~-·· ~~~ PLAN < WIDTH VARIES k (SEE PLAN) 71 ,·: . :. .. >,," r' •· .. ·,. :· :,;·::,.·'.·i'"· '· ·, .-.~'--'-'----'-:,=,',-,,~ ··; .:· •-;' ··· ..... " ·-. '-,, .. , -: ... -;._: , .... ,,_ ,, .. ,-.·• . ., 1 , POURED IN PLACE CONCRETE SEATWALL ' 1 ,1---------------------------------------------------------·------------------------ '" NO SCALE 0 STABILIZED DG PAVING 2f--------- 3 = 1 o o· oOo oco o o0QonooQonooQo(Y,0Q r'0oO?:f:,;?isoO"c,%oO&ffloO0 -0 vooo OVQOO oV 00 ovooo o 5 Ll-f-----'-'----1 ° 08~"Ko08' 69Fno08°0 4 oOo(,,{y'oOo<-A.-l'i oL,{j-JoOo ~,~ ! ~~I I i ~ I I---------___ __:,._ --················ i ····-·-·····-·-I ----····-----! : ' ---I --- ' I Ii--- JL-.>.L" ---Kl I I 111 4 2 7 SYNTHETIC TURF WITH CONCRETE CONTAINMENT CURB SEE SHEET LC-0.1-LC-0.2 -CONSTRUCTION LEGEND & NOTES I SEE SHEETS LC-1.1 -LC-1.4 -CONSTRUCTION PLANS SEE SHEETS LC-2.0 -LC-2.1 -CONSTRUCTION DETAILS LEGEND CD SYNTHETIC TURF TYPE PER CONSTRUCTION LEGEND, SEE SPECIFICATIONS ® CLASS II BASE, DEPTH PER GEOTECH REPORT, SUITABLE FOR FIRE LANE @ 3-314" TAPCON CONCRETE ANCHOR 18" O.C. OR WEDGE ANCHORS 30" O.C. 0 2" X 4" COMPOSITE NAILER @ WRAP FABRIC BEHIND NAILER @ CONTAINMENT CURB OR THICKENED D THRU BASE EDGE. DEPTH TO EXTEN MATERIAL. DEPTH PER G (D GEOTEXTILE FABRIC @ ADJACENT SURFACE PE J:>,NDSC4 j\JSTUS ::; (P ;.,.\ EOTECH REPORT. RPLAN DATE INITIAL ENGINEER OF WORK NO SCALE NOTES 1. THE GRASS MUST BE INSTALLED WITH ADJACENT PIECES RUNNING IN THE SAME DIRECTION; SEAMS SHOULD BE GLUED WITH SUITABLE SEAMING GLUE AND SEAMING CLOTH, NOT ADHESIVE TAPE. 2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS BY FACTORY AUTHORIZED INSTALLERS. 3. PROVIDE CONTROL JOINTS AT 30'-0" ON CENTER MAXIMUM, TYP. CENTER REBAR IN MOWCURB, TYP. 4. FINISH HEIGHT FROM TURF TO ADJACENT PAVING SHOULD BE NO MORE THAN 1/4" WHEN COMPRESSED AND 1/2" ABOVE ADJACENT FINISH SURFACE WHEN UNCOMPRESSED. 5. PROVIDE THICKENED CURB INFILL BELOW EXISTING CONCRETE PAVEMENT WHERE OCCURS DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PRINT DATE: 07/14/2025 ••• ; SCHMIDT •• I DESIGN ••• : GROUP SC>IOUDTO,SiGM.COM APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" DATE RCE RCE REVIEWED BY: LC-2.1 INSPECTOR DATE I SgEET 11 CITY OF CARLSBAD I PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: AVIARA OAKS MIDDLE SCHOOL MODERNIZATION LANDSCAPE CONSTRUCTION DETAILS APPROVED /, /), , , (/" 'J,t///, ~ '8/ l Cf l qJ;" PLANNING ' DATE OWN BY: 10 PROJECT NO. DRAWING NO. CHKD BY: JM LPC2025-0007 543-4M RVWD BY: JJ DEV2023-0066 GENERAL RECYCLED WATER NOTES RECYCLED ~fATER SYSTEM (PRIVATE) OWNER: 1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. NAME: _CARLS§l',D UNIFIED SCHOOL DISTRICI_ __ . __ _ __ 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR MISTING. ADDRESS: 6225 EL CAMINO REAL, CARLSBAD, CA 92009 PHONE NO.: BRIAN LITCHFIELD _(760) 331-500()___ __ __ __ 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY, AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 900 P.M. TO 600 AM. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 9:00 PM. TO 6:00 A.M. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WIND BLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED. 11 IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER- SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED 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 DISTRICTS RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 14. ALL IRRIGATION 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 DISTRICTS RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULA TORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST T'WELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEASTT'WELVE 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 MUN!C!PAL WATER D!STR!CT'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 HEALTH. 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 HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGN SHALL BE CALLED OUT ON THE PLANS. 21 WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECYCLED PUREYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT: BRENDA THIRKELL AT (760) 594-6704 OR AFTER HOURS CONTACT: BRENDA THIRKELL AT (760) 594-6704 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DESIGNATED OUTDOOR EATING AREAS ON THE SITE 24. A PHYSICAL SEPARATION SHALL BE PROVIDED BET'WEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 25. ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOWTESTERS CAN BE FOUND ON THE CITY WEB SITE AT WWW.CLCARLSBAD.CA.US/PDFDOC.HTML ?PID=340. CONTACT NUMBER: 442-339-2722 r----1" BLACK LETTERS Al\;j[BROSIA SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE PLACE ON 8-1/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 1. GUIDELINES FOR RECYCLED WATER USE A. IRRIGATE BETWEEN THE HOURS OF 10:00 PM. AND 600 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE B. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (LE, EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). C ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. D 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. E THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUCATING EACH EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED THAT WATER IS FOR IRRIGATION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 1. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3"x 4", PURPLE IN COLOR, WITH THE WORDS 'WARNING RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISO -AGUA IMPURA-NO TOMAR" IMPRINTED ON THE OTHER SIDE IMPRINTING SHALL BE PERMANENT AND BLACK iN COLOR. USE TAGS 1'\S 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. 2. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. G. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR ERS 1" HIGH ON A PURPLE IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETT BACKROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN B OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. E READILY SEEN BY ANY DECLARATION OF RESPONSIBLE CHAR GE: OR THIS PROJECT, THAT I HAVE I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK F EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJEC THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CON T AS DEFINED IN SECTION 6703 OF STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPEC CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF HEAL TH SERVICE ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF WOR PROJECT DESIGN. FIRM NAME & ADDRESS SCHMIDT DESIGN GROUP 1310 ROSECRANS STREET SUITE G PHONE NO: (619) 236-1462 ' SISTENT WITH CURRENT IFICATIONS BY THE CITY OF S IS CONFINED TO A REVIEW K, OF MY RESPONSIBILITIES FOR REGISTRATION NO 4028 EXPIRATION DATE 5/31/27 ' 4" "I J ,cJu- j I -, DI -~T r BLACKLOGO r -PURPLE BACKROUND 36" / In Order to Conserve Water. .. (N.T.S.) WARNING RECYCLED WATER DO NOT DRINK Rt=CYCLED WATER RECYCLED WATER IN USE DO NOT DRINK NO TOME EL AGUA DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA VICINITY MAP CITY PROJECT SITE OF CA OCEANSIDE 0 ,,_, :0· ~ r,.S .,~t---"R::_OA'!U-,-.._.,,.--j-- GA i s:, l'<'-o" 1 CITY OF , SAN 1 KEY MAP SCALE: NTS MARCOS PACIFIC OCEAN -T"--ci,srA·• .. J---1,.Sif:·, ..... _\ CITY OF ENCINITAS INSPECTION PROCEDURES: 1. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE: 0 iS "' ~ I i __ __F --1 A. REQUIRED SEPARATION BET'WEEN POTABLE AND RECYCLED WATER LINES (HORIZONTALLY AND VERTICALLY). 8. PIPE IDENTIFICATION C. SLEEVING AT CROSSINGS D. APPROPRIATE MATERIALS AND MARKINGS, INCLUDING PROPER QUICK COUPLERS 2. DiSTRiCT FlNAL iNSPECliON SHALL lNCLUDE: A SIGNAGE INSTALLED PER 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. E ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. H. CROSS-CONNECTION TEST IF REQUIRED. L COLOR-CODED. LAMINATED CHARTS INSIDE EACH CONTROLLER 3 ANNUAL INSPECTION SHALL INCLUDE: A. A COMPLETION INSPECTION THAT WILL COVER A-I OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTl'FY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "CERTIFICATION OF COMPLETION" FORM. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. E-MAIL THE "CERTIFICATION OF COMPLETION" FORM_TO GLEN@TRIB-LA.COM. LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 434-9300. SEE SHEET Ll-0.1 Ll-0.3 -IRRIGATION TITLE SHEET & NOTES SEE SHEET LD-1.0 -LD-1.4 IRRIGATION DEMO SHEETS SEE SHEETS Ll-1.0 -Ll-1.4 -IRRIGATION PLAN SHEETS SEE SHEETS Ll-2.0 -Ll-2.1 IRRIGATION DETAIL SHEETS ----- ---1!!111 IRWI [g ►•◄ @ IPOCI ~---:,~ PROPOSED RECYCLED WATER MAIN PRIVATE (PURPLE)-PER THIS PLAN SET EXISTING RECYCLED WATER MAIN, PRIVATE (PURPLE)-PER AS BUILTS EXISTING RECYCLED WATER METER -PER AS BUILTS EXISTING CONTROLLER FIRE HYDRANT -PER CIVIL PLANS, SHOWN FOR REFERENCE ONLY PROPOSED RECYCLED WATER DO NO DRINK SIGN PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS ES AND MS RECYCLED WATER POINT OF CONNECTION POTABLE WATER LINE -SEE CIVIL PLANS WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL I CERTIFY THAT THE PLAN IMPLEMEfJ,,S THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. ~-1462 7/1,1z5' BY: v,,f JEFF J. JUSTUS ✓' , -, PHO, .. ._ nv." REG/STRA T/ON NO: RLA -4028 EXP/RATION DATE 05/31/2027 WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAR WASH HANDS AFTER CONTACTING _1__ LAVESE SUS MANOS OESPUES DE USAR CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME: CARLSBAD UNIFIED SCHOOL DISTRICT 12" X 36" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 1" BLACK LETTERS 2" BLACK LETTERS TYPICAL SIGNS 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS ADDRESS: Wl~~E::!_~ M-.N~ 0 ~:~~C'-~ DATE F'LAN D EPU T\_,yl;f ~~~ ;ef NEER R.C.EJjl)Z6. EXP-sl/31/25 .,, BY: SDG 6225 EL CAMINO REAL CARLSBAD CA 92010 TELEPHONE: (619) 744 8212 PREPARED: 07/14/2025 DATE INITIAL DATE INITIAL DATE INITIAL REVISION DESCRIPTION ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL I Cf) s 0::: _J I f'-.- 0) 0) ' I w 0 SCI0'1IDTD[S1Gr<.cm.1 APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING LI-0.1 AREA. COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH & QUALITY LAND AND WATER QUALITY DIVISION ENV~g~:~TAL ~f;;' SPECIALIST ':J. }" f 2-v & :i_ ID TE "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 1 n ' ' :: PLANNING DEPARTMENT PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: AVIARA OAKS MIDDLE SCHOOL MODERNIZATION IRRIGATION TITLE SHEET APPROVED~ 'lJ(!f}'Z-T "'SSIS'f,./H PLANNING ~ DATE DRWN BY: 10 PROJECT NO. DRAWING NO. CHCKD BY: JJ L:"C2025-0J07 DEV20?3--·0066 543-4M r ■DSA 1-L OUTDOOR WATER USE SELF-CERTIFICATION OF LANDSCAPE AND IRRIGATION DESIGN DOCUMENTATION COMPLIANCE Division of the State Architect (DSA) documents referenced within this form are available on the DSA Forms or DSA Publications webpages. PART 1 -PROJECT INFORMATION School District/Owner:Carlsbad Unified School District DSAApp. #: Facility Name: Avlara Oaks Middle School Project Name: Aviara Oaks Middle School Whole Si1 PART 2 -LANDSCAPE INSTALLATION INFORMATION (Indicate all applicable work for this project.) D No Landscape Work is part of the project. D Newly Constructed Landscape Areas or Rehabilitation of Existing Landscape Areas under 2,500 square feet in aggregate Newly constructed or rehabilitated landscape areas for the project are under 2,500 square feet in aggregate_ Per the area threshold defined in Title 24, Part 11, Section 5.304.6, work shall meet Model Water Efficient Landscape Ordinance (MWELO) prescriptive requirements. Per Title 24, Part 11, Section 301 .4.2.4 and Section 5.106.12, new and rehabilitated landscape areas shall include shade trees. A Site Landscape Area Location Plan as described in Part 3 of this form is not required. D Existing MWELO Compliant Facility Al! landscape areas at the facility comply with MWELO. Site Landscape Area Location Plan as described in Part 3 of this form is not required. D Landscape Work at New Campus Landscape work is on a newly constructed site equal to or greater than the area thresholds defined in Title 24, Part 11, Section 5.304.6. Work shall meet MWELO requirements. Per Title 24, Part 11, Section 301 .4.2.4 and Section 5.106.12, new landscape areas shall include shade trees. Site Landscape Area Location Plan as described in Part 3 of this form is not required. D Elective Landscape-only Work at an Existing Facility Project is landscape-only work at an existing facility, whether new or rehabilitated, equal to or greater than the area thresholds defined in Title 24, Part 11, Section 5.304.6. Per Title 24, Part 11, Section 301 .4.2.4 and Section 5.106.12, new and rehabilitated landscape areas shall include shade trees. Work shall meet MWELO requirements. Site Landscape Area Location Plan is required; see Part 3 below of this form. ■ Required Minimum Rehabilitated Landscape Area (MRLA) at an Existing Facility Landscape work at an existing facility required by the construction of a new building or an addition to an existing building. Comply with Title 24, Part 11, Section 301.4.2.2 when the area of the new building and/or the aggregate area of the addition(s) to an existing building is 1,600 square feet or greater. Work shall meet MWELO requirements. Per Title 24, Part 11, Section 301.4.2.4 and Section 5.106.12, rehabilitated landscape areas shall include shade trees. Site Landscape Area Location Plan is required; see Part 3 of this form. Total footprint area of new buildings and/or building additions: 10,055 Required MRLA (75 percent of footprint area): _7_,5_41 __ Sq. Ft. MRLA requirement is met by: 3,365 Sq. Ft. (a) Area of existing landscape being rehabilitated: 1 D,906 Sq.Ft. Sq. Ft. and/or(b) Area of existing landscape irrigation removed from service: ____ Sq. Ft. Note: Either (a) or (b), or the sum of (a) and (b}, must be equal to or greater than the required MRLA. DGS DSA 1-L (Revised 02/17/23) DIVISION OF THE STATE ARCHITECT DSA 1-L DEPARTMENT OF GENERAL SERVICES Page 1 of2 ST ATE OF CALIFORNIA OUTDOOR WATER USE SELF-CERTIFICATION OF LANDSCAPE IRRIGATION DESIGN DOCUMENTATION COMPLIANCE PART 3 -SITE LANDSCAPE AREA LOCATION PLAN Provide a site plan showing the entire facility with all buildings on the site, both existing and proposed new construction, and the landscape areas identified according to the scope of work. The plan shall indicate the DSA Application Number (if applicable), facility name, school district, and site address. The landscape areas must illustrate all existing landscape areas on the site and identify any existing landscape already in compliance with MWELO, existing landscape areas to be improved in compliance with MWELO for the project, and/or landscape areas removed from service, as applicable. For a sample of this document, refer to Attachment 1 of DSA Procedure (PR) 15-03: Compliance with CALGreen Code Outdoor Water Use Regulations. 1M Attached D Not Required per Part 2 PART 4-CERTIFICATION Name: Jeff Justus Title: Lanscape /\rchitect Work Phone: 619-236-1462 License Registration #4028 Work Email: jjustus@schmidtdesign.com D Architect i.l Landscape Architect D Civil Engineer As the design professional responsible for the work described above, I certify that the information on this form is correct. If landscape areas are provided as a part of this project, I certify that landscape planting and irrigation design and Landscape Documentation Package as required by Section 492.3 of MWELO has been completed in accordance with MWELO and the requirements of Title 24, Part 11, Sections 301 .4, 5.304.6, and 5.106.12. During construction, I agree to perform periodic site observations to ensure the landscape planting and irrigation work is completed in accordance with the requirements of Title 24, Part 11, Sections 301.4, 5.304.6, and 5.106.12 and conforms with the criteria and specifications of the Landscape Documentation Package. If the scope of landscape work changes prior to or during construction, I agree to update the Landscape Documentation Package, and provide DSA with an updated DSA 1-L and Site Landscape Area Location Plan prior to project certification. I acknowledge that by providing my electronic signature for this form, I agree to conduct business transactions by electronic means and that my electronic signature is the legal binding equivalent to my handwritten signature. I hereby confirm that my electronic signature represents my execution or authentication of this form, and my intent to be bound by it. Signature: --rf/)f---j~ o?.,--,._---" Date: _7,._,_z¼.,..'"r-'U.};_~------ Note: The Lan sc e ocumentation Package as required for this project by MWEL6 m~ reviewed by the OSA for audit purposes and w I be made available upon request. DGS DSA 1-L (Revised 02/17/23) DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES Page 2 of 2 STATE OF CALIFORNIA Sheet List Table Sheet Number Sheet Title Sheet Description 10 IRRIGATION TITLE SHEET Ll-0.1 11 IRRIGATION NOTES Ll-0.2 12 IRRIGATION HYDROZONE PLAN l.1-0.3 13 IRRIGATION DEMO NOTES & LEGEND LD-1.0 14 IRRIGATION DEMO PLAN LD-1.1 15 IRRIGATION DEMO PLAN i LD-1.2 16 IRRIGATION DEMO PLAN LD-1.3 17 IRRIGATION DEMO PLAN LD-1.4 " 18 IRRIGATION LEGEND l.1-1.0 ! 19 IRRIGATION PLAN Ll-1.1 ' 20 IRRIGATION PLAN l.1-1.2 21 IRRIGATION PLAN l.1-1.2 I 22 IRRIGATION PLAN l.1-1.3 -,. _____ 23 IRRIGATION DETAILS l.1-2.0 24 IRRIGATION DETAILS Ll-2.1 State of CA Model Water Efficent Landscape Ordinance (MWELO) Update Impact Comparison Project Name: Aviara Oaks Middle School WSM escn t1on Total Landscape Area (Sou are Feet\ 2015 Executive Order EO B-29-15 MWELO CALCS -MAWA & ETWU PROJECT WATER USE ANALYSIS ETAF 10.906.00 Hydro zone Area S.F. (HA) o erate Water Use Tu rezones ode1ate ater Moderate aler Use ,,., + Dri Use s"""', Low Water Use 1sorob") 1.62200 603,00 6.152.00 Low Water Use 1.146.00 Special Landscape Area (SlAI ooo[ SLAHydroArea 1,383 00 0.00 0.00 0.00 0.00 O 00 lrrioation Effcdencv (IE) NA [ Irrigation Efficiency (IE) lrcig Type lrrig Twe -fifi" lrrig Type ._OJS lrrig Type _ Ji._o'.5_ lrrig Type Reference Evaootranspiration IElo) Plant Factor (PF) H~.81.7, M~.61.5. L~.41.3, VL~ 21.1 Conversa!ion Factor (inches to Gallons) T6t31Gaii()iis per·year 43,10[ "' I Ref ET (Eta) Plant Factor (PF) '.\/.;_: i~I/:'.f{~Et!E) o.s2! ... c:,mversatio(I Fact?r ;,/::· :•' i,::"ijEi' Ar xAre3) : '-·1fi,144[ !Et0:~'62'i(~Ti>,i=.XA,rea) • • • ' ·-. ,E-TO_~_(l.62 x:{SlA0Arei.) Pro"eCtAVeii, eETAF ().42' 43.10 OS .:· )Qc~i 43.10 43.10 Anlicipaletl evapotranspiralion rates for lhe sjte are based on historical avernges. iE cc All Overheatl;si1,,iy·~:6:7.:s: s'Jti·s~~ac:e\rrig.i:1iorltUch ~sB~bbleiSand '8,i~; Cl.iii This data is co11€ctetl from C.I.M.I.S.(Cartomia Irrigation Management Information System) Data from the C.I.M.I.S Sia lion# was used MWELO NOTES: 1. FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF MINIMUM OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL SOILS WITH GREATER THAN 6% ORGANIC MATTER IN THE TOP 6 INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. 2. PRIOR TO PLANTING OF ANY MATERIAL SHALL BE TRANSFORMED TO A FRIABL ENGINEERED SLOPES, ONLY AMENDED TO MEET THE REQUIREMENTS OF THIS S, COMPACTED SOILS E CONDITION. ON PLANTING HOLES NEED SECTION. MATERIALS MADE FROM RIALS SHALL TAKE 3. THE APPLICATION OF ORGANIC MULCH RECYCLED OR POST-CONSUMER MATE PRECEDENCE OVER INORGANIC MATE OR POST-CONSUMER ORGANIC PRODU RIALS UNLESS RECYCLED CTS ARE NOT LOCALLY AVAILABLE. . ' • 43.110 °' ._-;j:ij? SEE SEE SEE SEE SHEET Ll-0 1 Ll-0.3 -IRRIGATION TITLE SHEET & NOTES I, SHEET LD-1.0 -LD-1 .4 IRRIGATION DEMO SHEETS J SHEETS Ll-1.0-Ll-1.4-IRRIGATION PLAN SHEETS SHEETS Ll-2.0-Ll-2.1 IRRIGATION DETAIL SHEETS Total Usage 10,906.00 SqFt 0 00 Sq Ft • ·: : ~-:?.3.~}it:5:9:Ft ,. .,, .. 131;236}:,at,yr ··._• .. -.__ \ii.Ob GaVYi 121,235.97 GalNr IRRIGATION NOTES: 1. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE FOLLOWING AVAILABLE WATER PRESSURE 1.1. RECLAIMED WATER PRESSURE 89 PSI +/-10 AT 3" STUB OUT FROM 4" MASTER MAIN CAMPUS PERIMETER MAINLINE. ELEVATION 178', HYDRANT GRADIENT 884. POINT OF CONNECTION SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR SHALL COORDINATE WITH DISTRICT REPRESENTATIVE TO CONFIRM POC LOCATION AND SUPPLY. WATER METER LOCATION IS LOCATED ON THE CORNER OF AVIARA PARKWAY AND AMBROSIA LANE. SEE ELEMENTARY SCHOOL PLANS FOR MORE INFORMATION, DEH-1997-RW0476. 2. IRRIGATION DESIGN IS BASED ON A MAXIMUM DEMAND OF 40 GPM FROM A 2" METER AT THE CAMPUS MASTER METER. 3. WATER COMPANY: CARLSBAD MUNICIPAL WATER DISTRICT PHONE NUMBER: (442) 339-2722 4. 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. 5. PROVIDE PULL BOXES FOR CONTROL WIRING LOCATED UNDER PAVING AT ALL CHANGES IN DIRECTION GREATER THAN FORTY-FIVE (45) DEGREES AND WHERE WIRE RUNS EXCEED TWO HUNDRED FEET (200') IN LENGTH. WIRE SPLICES SHALL BE MADE IN PULL BOXES OR CONTROL VALVE BOXES ONLY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND/OR VERIFYING THE AVAILABLE 120-VOLT POWER SOURCE FOR THE CONTROLLER IN THE AREA SHOWN ON THE PLANS. SHOULD A POWER SOURCE NOT BE AVAILABLE IN THE LOCATION SHOWN, THEN THE CONTRACTOR SHALL PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO PROCEEDING WITH INSTALLATION. 7. ALL PIPING AND WIRING UNDER ROADWAYS AND PAVING AND THROUGH WALLS SHALL BE SLEEVED. 8. 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. 9. THE CONTROLLER FOR THIS SYSTEM IS TO BE A PRE-ASSEMBLED UNIT AS SPECIFIED IN THE LEGEND. PRIOR TO THE FINAL WALK THROUGH, THE CONTRACTOR SHALL CONTACT THE PRE-ASSEMBLER AND ARRANGE FOR THEIR REPRESENTATIVE TO APPROVE THE INSTALLATION AND PROVIDE IN WRITING THAT THE INSTALLATION HAS MET THEIR SPECIFICATIONS. 10. ADJUST ALL SPRINKLERS TO AVOID OVERSPRAY ONTO WALLS, WALKS, STREETS, UTILITY BOXES, BUILDINGS AND OTHER IMPROVEMENTS. 11. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNED ON THE PLANS. 12. THE CONTRACTOR SHALL NOT 'vViLLFULL Y 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. 13. SHOULD THE CONTRACTOR MAKE NOZZLE CHANGES OR ADD HEADS AS A RESULT OF SITE OBSTACLES OR CONSTRUCTION CHANGES, THEN THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALCULATION AND ADJUSTMENTS IN PIPE SIZES. IN NO CASE SHALL FLOW VELOCITIES EXCEED 5 FEET PER SECOND. 14. 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. 15. LATERAL LINE END RUNS SHALL BE 3/4" UNLESS OTHERWISE NOTED. 16. CONTRACTOR SHALL REMOVE AND DISCARD DAILY, ALL PIPING DISTURBED DURING TRENCHING OPERATION. 17. CONTRACTOR SHALL REVIEW IRRIGATION SPECIFICATIONS PRIOR TO BEGINNING WORK. REFER TO TECHNICAL SPECIFICATIONS AND CONSTRUCTION DETAILS FOR INSTALLATION PROCEDURES. 18. 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 1--~DSC,4p JUSTUS CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME: CARLSBAD UNIFIED SCHOOL DISTRICT ::;--,, 'O)~ E • -1-27 V_,__,J.~~ 011-s:I , s- WILLIAM E. PLUMMER \<?<4 f-~b'l: DATE DI,PUTY CITY ENGINEER 1>1s~cr R.C.E.m614 EXP,;J/31/25 , \ 'O ·- ADDRESS: 6225 EL CAMINO REAL CARLSBAD CA 92010 TELEPHONE: (619) 744 8212 DATE PLAN PREPARED: 07/14/2025 DATE INITIAL REVISION DESCRIPTION BY: SDG ENGINEER OF WORK SHALL FACE THE SAME DIRECTION. QUICK COUPLER VALVE BOXES SHALL BE LABELED "QCV" BALL VAVE BOXES "BV" PULL BOX "PB" GATE VALVE "GV" MASTER VALVE "MV" FLOW SENSOR "FS" REMOTE CONTROL VALVE "RCV" 19. ALL BOLTS FOR LOCKING VALVE BOX LIDS SHALL BE STAINLESS STEEL 20. CONTRACTOR SHALL FLUSH ALL MAINLINES PRIOR TO INSTALLATION OF VALVES AND ALL LATERAL LINES PRIOR TO INSTALLATION OF HEADS. 21. CONTRACTOR SHALL CONTACT CARLSBAD UNIFIED SCHOOL DISTRICT PRIOR TO ANY TRENCHING OPERATIONS. 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. 22. PROVIDE CONCRETE THRUST BLOCKS ON ALL MAINLINES 2-1/2" AND GREATER, PER DETAIL AND SPECIFICATIONS. 23. NO LOW HEAD DRAINAGE IS ALLOWED. ANY DRAINAGE OBSERVED SHALL BE CORRECTED BY INSTALLING A SPRING CHECK VALVE DIRECTLY UNDER SPRINKLERS AND/OR IN LINE EVERY 10' OF VERTICAL ELEVATION CHANGE. 24. CONTRACTOR TO AVOID CAUSING ROOT DAMAGE TO EXISTING TREES WHEN INSTALLING BUBBLERS. BUBBLERS SHALL BE INSTALLED 2' MIN. FROM EXISTING TREE TRUNK. 25. ALL EXISTING PLANTING AND/OR IRRIGATION DESIGNATED TO REMAIN ON SITE SHALL BE PROTECTED IN PLACE. ANY EXISTING PLANTING OR IRRIGATION DAMAGED DURING THE COURSE OF THE PROJECT SHALL BE REPLACED IN KIND TO THE SATISFACTION OF THE CITY AND PER LANDSCAPE MANUAL REQUIREMENTS PRINT DATE: 07/14/2025 .... I SCflNIIDT •• 1 DESIGN •••• GROUP DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL mo '"'"'""' "· Su:i, C,, ,,.c. ~"''"· ~A )MO -m.1Jo.1,cc2 , c. c,, "" ,~v m: M """ SCH.\11DID<S!UN,CUA< APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING Ll-0.2 AREA. COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH & QUALITY LAND AND WATER QUALITY DIVISION ENVIRONMENTAL HEALTH SPECIALIST DATE "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 11 PLANNING DEPARTMENT PRIVATE ( ON SITE) RECYCLED WATER SYSTEM FOR: AVIARA OAKS MIDDLE SCHOOL MODERNIZATION IRRIGATION NOTES tAJ!t,,. W, APPROVED .,.,_.,.,,,,,. 'lPl l'?[z,, -ASSISTMIT PLANNING DATE DRWN BY:10 PROJECT NO. DRAWING NO. CHCKD BY: JJ J-'C?.0'-"".5--0007 543-4M ,'JFV?O?J-0866 --------------~---------- CARLSBAD MUNICIPAL WATER DISTRICT DEPUTY CITY ENGINEER R.C.E.~ 0[-,-cc/,s DATE EXP.e-/31/25 n .. DEVELOPERS NAME: CARLSBAD UNIFIED SCHOOL DISTRICT ADDRESS: 6225 EL CAMINO REAL CARLSBAD CA 92010 TELEPHONE: (619) 744 s212 DATE F'LAN PREPARED, ~o7'..!/..:1_c4I'-'2c.:0::c2=--5 ------- BY, SOG t,U0 0Q00 0 0 0{ lg O g O ;; 0 ;; 0 ;; { 'u0 o0 o 0 o 0 o( 1o 0 o0 o 0 o'!o( '7 V 'l '7 '7 '7 vvvvvv V<:/VVVV' LI-0.3 HYDROZONE LEGEND: HYDROZONE 1 -MODERATE WATER USE TURF, SPRAY (1,383 SF) HYDROZONE 2 -MODERATE WATER USE SHRUBS, DRIP (603 SF) HYDROZONE 3 -LOW WATER USE SHRUBS, SPRAY (6,152 SF) HYDROZONE 4 -LOW WATER USE SHRUBS, DRIP (1,146 SF) NOTES: ALL OTHER EXISTING VEGETATION TO REMAIN IN PLACE. IF DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. PRINT DATE, 07/14/2025 ••• ! SCHMIDT • • DES!GN ••• ,,,,,,-,1,-,.r,, loC (A:-J,l•,·11 Sl,\I hllS SC~ •,s I Di D CS I GN.< or.1 APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLAN TING AREA. COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH & QUALITY LAND AND WATER QUALITY DIVISION ENVIRONMENTAL HEALTH SPECIALIST DATE "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 12 CITY OF CARLSBAD PLANNING DEPARTMENT PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: AVIARA OAKS MIDDLE SCHOOL MODERNIZATION IRRIGATION HYDROZONE PLAN L--.i......--l------------------t---t----t----t-1 APPRDVED DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL ASSIST HIT DRWN BY: 10 DATE INITIAL CHCKD BY: JJ CITY APPROVAL PROJECT ND. L=>C2025 -0007 DEV2023-:J06C DRAWING ND. 51,3---'1-M CARLSBAD MUNICIPAL WATER DISTRICT ·.Tut DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DEVELOPERS NAME: CARLSBAD UNIFIED SCHOOL DISTRICT ADDRESS: 6225 EL CAMINO REAL CARLSBAD CA 92010 TELEPHONE: (619) 744-8212 DATE PLAN PREPARED: 07/14/2025 BY: SDG LANDSCAPE DEMOLITION LEGEND SYMBOL DESCRIPTION REMOVE EXISTING IRRIGATION MAINLINE, WIRES, LATERAL LINE, HEADS, ETC. AS INDICATED ON PLANS. EXISTING IRRIGATION SCHEDULE SYMBOL (f::) @ 1404 SYMBOL "--"==-" =·= ._____________. --=~ MANUFACTURER/MODEL/DESCRIPTION EXISTING SPRAY HEADS 15 STRIP SERIES RAIN BIRD 1812 BODY. EXISTING SPRAY HEADS 5 SERIES MPR RAIN BIRD 1812 BODY. EXISTING SPRAY HEADS ADJ RAIN BIRD 1812 BODY. EXISTING BUBBLER RAIN BIRD 1404 -PA-80, 1.0 GPM, FULL CIRCLE BUBBLER EXISTING HUNTER ROTOR (1-20) 3.0/5.0/8.0 HUNTER I-20-ARV EXISTING HUNTER ROTOR (PGM) .7511 .513.0 PGM-12-A-SJR MANUFACTURER/MODEL/DESCRIPTION EXISTING REMOTE CONTROL VALVE RAIN BIRD PESB EXISTING QUICK COUPLER RAIN BIRD 44-LRC EXISTING SHUT OFF VALVE KBI BTU SERIES TRUE UNION BALL VALVE !RR!GAT!ON LATERAL LINE: EXISTING LATERAL (PURPLE) PVC CLASS 200 IRRIGATION MAINLINE: EXISTING MAINLINE (PURPLE) PVC CLASS 315 Valve Callout (SEE AS BUil TS DSA# 66851) I # • 1 Valve Number #T I #••• -1-----Valve Flow '-~-~~---Valve Size DEMO NOTES: 1. ALL IRRIGATION SYSTEMS OUTSIDE OF THE LIMIT OF WORK REMAIN OPERATIONAL DURING CONSTRUCTION. IF SYSTEM IS SHUT DOWN CONTRACTOR IS RESPONSABLE FOR HAND WATERING THE SITE AS NEEDED. REPLACE EXISTING PULL BOX. EXTEND EXISTING WIRES FROM PULL BOX TO NEW CONTROLLER LOCATION ONCE NEW BUILDING IS SET. PULL NEW WIRES TO NEW VALVES AS REQUIRED AND SEQUENCE IN CONTROLLERS PER NEW VALVE SCHEDULE. SPLICE EXISTING WIRES IN PULL BOX AND LABEL IF REQUIRED TO EXTEND TO NEW CONTROLLER LOCATION. 2 ALL EXISTING POINT OF CONNECTION EQUIPEMENT AND CONTROLLERS A AND BARE TO REMAIN, PROTECT IN PLACE. CONTRACTOR TO REPLACE IF DAMAGED DURING CONSTRUCTION. 3. CONTRACTOR TO REVIEW AS BUil T DRAWINGS 1997-DSA-66851-AVIARA MS LANDSCAPE SET PORTION 2. 4. SEE ALSO ELEMENTARY SCHOOL IMPROVEMENT PLANS DEH1997-RW0476. PSI 30 30 30 30 40 40 PRINT DATE: 07/14/2025 ••• SCHMIDT • • [)£SIGN ••• GROUP ff:;'""'""" S' .. , s,.,,., G, '"' 0.,,,., U, 92:% r,.1.1%.w,, I.I':.:,,""! N'i 1H I :,z 3,;;39 Sm.'.\! DTD<SIGN .CO/,l APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING LD-1.0 AREA. COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH & QUALITY LAND AND WATER QUALITY DIVISION ENVIRONMENTAL HEALTH SPECIALIST DATE "AS BUILT" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT CITY OF CARLSBAD PLANNING DEPARTMENT 1---+--+---------------1------1------l----l----l PRIVATE ( ON SITE) RECYCLED 1------,--+----------------+----+---f-----ll-----l WATER SYSTEM FOR: DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DRWN 8Y:IO DATE INITIAL AVIARA OAKS MIDDLE SCHOOL MODERNIZATION IRRIGATION DEMO NOTES & LEGEND CITY APPROVAL CHCKD BY: JJ PROJECT NO. _PC2025-0007 JF:V?023--0G66 DRAWING NO. 543-4M 1/L-,I Ir 0 z 0 10 20 40 SCALE : 1" = 20'-0" CARLSBAD MUNICIPAL WATER DISTRICT WILLIAM E. PLUMMER DEPUTY CITY ENGINEER R.C.E.~!7,6~ r, l S °T'(2.\ c-f' 'Ol~s:!n DATE EXPco/31/25 I -,_ DEVELOPERS NAME: CARLSBAD UNIFIED SCHOOL DISTRICT ADDRESS: 6225 EL CAMINO REAL CARLSBAD CA 92010 TELEPHONE: (619) 744 8212 DATE F'LAN PREPARED: ~07:..,/c.:1_:_4/'--'2"0"'2"-5 _______ _ BY: SDG / PRINT DATE: 07/14/2025 •-•• SCHfu11DT • • DESIGN ••• GROUP !i:S d6 MS2 ,IC,'.Ab!\,N/l.Sl,\i, ,;a srn.,,rorn,siG~.coM ENVIRONMENTAL HEALTH SPECIALIST DATE "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 14 CITY OF CARLSBAD PLANNING DEPARTMENT PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: AVIARA OAKS MIDDLE SCHOOL MODERNIZATION IRRIGATION DEMO PLAN 1-------J----J----------------t---+--+----t----, ( A ,//_, '.,/ APPROVED /"(),,,~ DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL ASSISTAIH PLANNING DRWN BY:10 DATE INITIAL CHCKD BY: JJ CITY APPROVAL PROJECT NO. LPC2·:J25-000 I DC:\/2J23-005f DRAWING NO. 54~----1-!vl 0 10 20 40 SCALE: 1" = 20'-0" p..NDSC,<\p J\jSTUS ::; ~ :..-1 S< ·159 25 I B10 1" 22.2 CARLSBAD MUNICIPAL WATER DISTRICT B11 1" 17.1 \ ___ (~------~-----_I_ 1~:~5 ~-~=:--:1 i~SE r;:~ / / I -~I ',·vi r' 8::---:-- DEVELOPERS NAME: CARLSBAD UNIFIED SCHOOL DISTRICT ADDRESS: 6225 EL CAMINO REAL, CARLSBAD, CA 92010 TELEPHONE: (619) 744-8212 DATE PLAN PREPARED, 0'-'7~/~1•~/~20~2~s _______ _ BY: SOG "158.73 " -_ _J I '?--. ------- DATE INITIAL ENGINEER OF WORK -----(;.-- lt!-'.l.29 )( --4:J , , L --------- I I --•• I ' REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL LD-1.2 /I PRINT DATE, 07/14/2025 .... • • ••• <,;;,H,,'M,i SCHMIDT DESIGN GROUP UC c,,n,,,,,11:.,,\l!•' ,., SCH,-,,l DT D CSI GN .COf,i APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH & QUALITY LAND AND WATER QUALITY DIVISION ENVIRONMENTAL HEALTH SPECIALIST DATE "AS BUILT" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 15 CITY OF CARLSBAD PLANNING DEPARTMENT PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: AVIARA OAKS MIDDLE SCHOOL MODERNIZATION IRRIGATION DEMO PLAN APPROVED /. aiA ~A,;_,,,,,~ ASSISTAIH PL~li<~ DRWN BY:I0 DRAWING NO. CHCKO BY: JJ CITY APPROVAL PROJECT NO. _f"C2025-0007 JEV2.023-0066 543-4M I I, 0 z I 0 ~ ' 0 _, 1-w w I U) w w U) w z _, I u ~ ~ 10 20 SCALE: 1" I 40 20'-0" I =r i lx i'70 ?2 i --j \ !\ ;\ \ \ -i ' 'i69.51 "169.63 X ([! CARLSBAD MUNICIPAL WATER DISTRICT l ,, ·j' . i\ ' • ------- PROTECT IN PLACE ALL EXISTING • IRRIGATION EQUIPMENT UNLESS NOTED -'--- .• , •• /r '-/' /, C , V ·;• / •• . . , . . I • / ' ' ;~-OTHERWISE. REPAIR OR REPLACE ANY \, EXISTING IRRIGATION EQUIPMENT DAMAGED BY NEW CONSTRUCTION. ADJUST HEADS AND NOZZLES AS REQUIRED TO PROVIDE 100% COVERAGE, TYP. "(65,f32 X 165.32 165 74 '165.37 X '. ' . '. ' ' . '· f--,. ! '',65 4'.Y •;/ ____ ,,------- • ----,---, .::-::.-:r ------- \ \ ' If;) 13, , :2'.-2-~~,,.-j ' ~~il~{'.fu,iJ , ~0~~rc.Lu -cl@'.'~·&Z:1 B~z!hw1 ➔~,0il - DEVELOPERS NAME: CARLSBAD UNIFIED SCHOOL DISTRICT ADDRESS: 6225 EL CAMINO REAL. CARLSBAD, CA 92010 ,- -,-- PRINT DATE 07/14/2025 ••• SCHMIOT • • ! DES!GN ••• GRO!!P o·,·;,r,-,c; U<: C,\2,EltN2:9IM.J"39 srn,'.\IDTD[SIG'1.COI.I APPROVED FOR !RR/GA T!ON AND PLANTING ONLY, INCLUDING PRECISE LOCA T/ON OF PLANTING LD-1.3 AREA. COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH & QUALITY LAND AND WATER QUALITY DIVISION ENVIRONMENTAL HEALTH SPECIALIST DATE "AS BUILT" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 1 C 0 CITY OF CARLSBAD PLANNING DEPARTMENT PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: AVIARA OAKS MIDDLE SCHOOL MODERNIZATION IRRIGATION DEMO PLAN APPROVED ... / ... TELEPHONE: (619) 744 8212 1----------------------------+-~=-+==~l----------------------+---+--...jl----+----JDRWN BY:10 DATE PLAN PREPARED: =0'-'7/'-1:.C4J../.c20"'2"'5,_________ DATE INITIAL DATE INITIAL DATE INITIAL A3313TAIH PLANNING PROJECT NO. LYC2025 ODO"/ JEV2023 0065 ey_,q /z1, DATE DRAWING NO. 543-4M BY: SDG ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHCKD BY: JJ I :;; 0 z 0 10 20 ~ I 0 _J f-w w I (/) w w (/) w z _J I u ~ ~ 0--------(~ --····0---- ------------ 40 SCALE: 1" = 20'-0" - - / • - ---- B18 1" 12a 6 ' B17 1" I - ') CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME: CARLSBAD UNIFIED SCHOOL DISTRICT ADDRESS: 6225 EL CAMINO REAL CARLSBAD CA 92010 TELEPHONE: (619) 744-8212 DATE PLAN PREPARED: =-07~/~1-"4/,_,2'-"0"-25c:_ ______ _ BY: SDG ·j;J'.J, flj x, ··----- cc -----. ;- DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION '152 . .78 X SD "i62.L\2 SD so DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL PRINT DATE: 07/14/2025 ••• SCHMIDT • • D[SIGN ••• GRO!JP ,:,co''"""" ~• .. 1-.,,, t. ''" o:,,,. u s,;es ,.,nv,.,,10, UC c;, <1»1 '"-' "9 I ,\Z ,,;3;; SCfl,\\IDTO,Sl~tJ.COM APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING LD-1.4 AREA. COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH & QUALITY LAND AND WATER QUALITY DIVISION ENVIRONMENTAL HEALTH SPECIALIST DATE "AS BUILT" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 1 / CITY OF CARLSBAD PLANNING DEPARTMENT PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: AVIARA OAKS MIDDLE SCHOOL MODERNIZATION IRRIGATION DEMO PLAN APPROVED CHCKD BY: JJ PROJECT NO. ._f'C2025--0007 S:CV2023-0066 'ef11/z~ DATE DRAWING NO. 5+3-4M EXISTING IRRIGATION LEGEND: SYMBOL MANUFACTURER/MODEL/DESCRIPTION EXISTING SPRAY HEADS 15 STRIP SERIES RAIN BIRD 1812 BODY. EXISTING SPRAY HEADS 5 SERIES MPR RAIN BIRD 1812 BODY. EXISTING SPRAY HEADS ADJ RAIN BIRD 1812 BODY. EXISTING BUBBLER © 1404 RAIN BIRD 1404-PA-80, 1.0 GPM, FULL CIRCLE BUBBLER EXISTING HUNTER ROTOR (1-20) 3.0/5.0/8.0 HUNTER I-20-ARV EXISTING HUNTER ROTOR (PGM) .75/1.5/3.0 PGM-12-A-SJR SYMBOL MANUFACTURER/MODEL/DESCRIPTION EXISTING REMOTE CONTROL VALVE RAIN BIRD PESB EXISTING QUICK COUPLER RAIN. BIRD 44-LRC EXISTING SHUT OFF VALVE KBI BTU SERIES TRUE UNION BALL VALVE ---. .,. ______ --IRRIGATION LATERAL LINE: EXISTING LATERAL (PURPLE) PVC CLASS 200 IRRIGATION MAINLINE: EXISTING MAINLINE (PURPLE) PVC CLASS 315 Valve Callout (SEE AS BUil TS DSA# 66851) I # • 1 Valve Number #T I #•-+-----Valve Flow -~~!.__ ___ Valve Size (T\ 'C::D SHUT OFF VALVE CRITICAL ANALYSIS: Generated: P.O.C. NUMBER: 01 Water Source Information: FLOW AVAILABLE Point of Connection Size: Flow Available PRESSURE AVAILABLE Static Pressure at POC: Pressure Available: DESIGN ANALYSIS Maximum Station Flow: Flow Available at POC: Residual Flow Available: 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: Loss for Backflow: Critical Station Pressure at POC: Pressure Available: Residual Pressure Available: VALVE SCHEDULE: NUMBER MODEL 2024-10-24 14:51 3" 106.5 GPM 89 PSI 89 PSI 16.4 GPM 106.5 GPM 90.1 GPM 35 PSI 0.07 PSI 0.01 PSI 0 PSI 2.5 PSI 37.6 PSI 2.36 PSI 23.6 PSI 0 PSI 0 PSI 63.5 PSI 89 PSI 25.5 PSI SIZE TYPE PSI 30 30 30 30 40 40 GPM A1 RAIN BIRD PESBR 1" SHRUB ROTARY 9.47 A2 RAIN BIRD PESBR 1" SHRUB ROTARY 22 A4 RAIN BIRD PESBR 1" BUBBLER 8 A5 RAIN BIRD PESBR 1" BUBBLER 4 IRRIGATION LEGEND: SYMBOL ©®® LST SST RST (I) (I) 14ADJ 14F ... SYMBOL l'iil ----- ~------------~---------~---- ~---- -------- I--------_, ---- -----~---------~---- -···· ---------' -:-------- - - MANUFACTURER/MODEL/DESCRIPTION RAIN BIRD R-VAN-STRIP 1806-SAM-P45-NP SHRUB ROTARY, 5FT.X15FT. (LCS AND RCS), 5FT.X30FT. (SST) HAND ADJUSTABLE MULTI-STREAM ROTARY W/ 1800 SHRUB SPRAY BODY ON 61N. POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2IN. NPT FEMALE THREADED INLET. W/ NON-POTABLE PURPLE CAP RAIN BIRD R-VAN141806-SAM-P45-NP SHRUB ROTARY, 8FT-14FT. 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/1800 SHRUB SPRAY BODY ON 6IN. POP-UP, W/ CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR 1/2IN. NPT FEMALE THREADED INLET. WITH NON-POTABLE PURPLE CAP. RAIN BIRD R-VAN18 1806-SAM-P45-NP SHRUB ROTARY, 13FT.-18FT. 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MUL Tl-STREAM ROTARY W/1800 SHRUB SPRAY BODY ON 61N. POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2IN. NPT FEMALE THREADED INLET. W/ NON-POTABLE PURPLE CAP. TREE BUBBLER (1) RAIN BIRD 1804-SAM-PRS-5 SERIES STREAM BUBBLER 4.0" WITH CHECK VALVE, PRESSURE REGULATOR, AND PURPLE CAP (1) RAIN BIRD RWS-M-B-C-P, MINI ROOT WATERING SYSTEM WITH 4" DIAMETER X 18" LONG WITH LOCKING GRATE, SEMI -RIGID MESH TUBE AND RAIN BIRD 1402 0.5 GPM BUBBLER AS INDICATED, WITH CHECK VALVE AND PURPLE GRATE MANUFACTURER/MODEL/DESCRIPTION DETAIL 6/Ll-2.0 6/Ll-2.1 DETAIL RAIN BIRD XCZ-100-PRB-R 7/Ll-2.0 WIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL APPLICATIONS. PURPLE CAP DESIGNATES FOR RECLAIMED WATER, NON-POTABLE USE. 1IN. PESBR VALVE AND 11N. PRESSURE REGULA TING 40PSI BASKET FILTER. 5-20 GPM. AREA TO RECEIVE POINT SOURCE DRIP HUNTER HE-B PRESSURE COMPENSATING POINT S/Ll-2.o SOURCE DRIP EMITTER WITH 1/2" FIPT INLET AND DIFFUSER CAP OUTLET, CHECK VALVE, AND 2.0 GPH EMITTER ON PRE-ASSEMBLED FLEXIBLE PURPLE RISER WITH TWO 1/2" MIPT ADAPTERS. EVENLY SPACE EMITTERS IN TRIANGULAR PATTERN, 30" O.C. BETWEEN PLANTS. PAINT EMITTERS PURPLE IN COLOR. RAIN BIRD PESBR 1 IN., 1-1/21N., AND 2IN. DURABLE CHLORINE-RESISTANT VALVES FOR RECLAIMED WATER APPLICATIONS. WITH SCRUBBER MECHANISM TECHNOLOGY, AND PURPLE FLOW CONTROL HANDLE. HUNTER HQ-33DLRC-R QUICK COUPLER VALVE, PURPLE LOCKING RUBBER COVER FOR RECLAIMED WATER USE, RED BRASS AND STAINLESS STEEL, WITH 3/4IN. NPT INLET, 2-PIECE BODY. RECYCLED WATER SIGN 3/Ll-2.0 4/Ll-2.0 3/Ll-2.1 A6 RAIN BIRD XCZ-100-PRB-R 1" AREA FOR DRIP EMITTERS 11.601 A7 RAIN BIRD PESBR 1" SHRUB ROTARY 12.11 AS RAIN BIRD PESBR 1" SHRUB ROTARY 12.25 A9 RAIN BIRD PESBR 1" SHRUB ROTARY 16.24 A10 RAIN BIRD PESBR 1" BUBBLER 8 • CONTRACTOR TO EVALUATE ALL OTHER CONTROLLER A HYDROZONES AND RENUMBEcR VALVES AS NECESSARY TO CREATE SEQUENTIAL ORDERING OF VALVE LAYOUT. CONTRACTOR TO RECORD VALVE NUMBERING ON AS BUil T DRAWINGS. EB [[) [fil ---- NIBCO T-113-K 2/Ll-2.0 CLASS 125 BRONZE GATE SHUT OFF VALVE WITH CROSS HANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVE LOCATION. SIZE RANGE - 1/4IN. -3IN. USE NIBCO F-619-SON FOR 3" AND LARGER. SPEARS 2122 TRUE UNION SCH 80 BALL VALVE -2" FOR MANIFOLD, 1" FOR QUICK COUPLERS SUPERIOR 3300-RW 2" NORMALLY OPEN BRASS MASTER VALVE THAT PROVIDES DIRTY WATER PROTECTION AND NO MINIMUM FLOW FEATURE. AVAILABLE IN 1 IN, 1-1/4IN. 1-1/2IN., 2IN., 2-1/2IN. AND 3IN. WITH PURPLE CROSS HANDLE FOR RECLAIMED ~JLTJERN~~"cs3-24-WM EN-KIT 2/Ll-2.0 2/Ll-2.1 REPLACE EXISTING CONTROLLERS A AND B WITH 7/Ll-2.1 NEW CALSENSE CS3000 24-STATION CONTROLLER WITHIN A STAINLESS STEEL WALL-MOUNT ENCLOSURE. PROVIDE CAT 5/6 ETHEN ET CONNECTION TO NEW CONTROLLER FROM NEAREST MDF ROOM -SEE TECHNOLOGY PLANS FOR ACTUAL ROUTING. INCLUDE LABEL IDENTIFYING RECYCLED WATER USE. FLOW SENSOR CALSENSE MODEL FM-1.5B 4GPM TO 106 GPM CAPACITY. CONNECT TO CONTROL WIRE TO CONTROLLER A AS SHOWN. 1/Ll-2.0 IRRIGATION LATERAL LINE: PVC SCHEDULE 40-NP 4/Ll-2.1 PVC SCHEDULE 40 PURPLE FOR RECYCLED WATER IRRIGATION MAINLINE: PVC SCHEDULE 40-NP 4/Ll-2.1 PURPLE FOR RECYCLED WATER. PVC SCHEDULE 40 FOR 1.5" AND SMALLER. PVC CLASS 315 FOR 2" AND LARGER PIPE SLEEVE: PVC SCHEDULE 40 PURPLE PVC SCH 40 SLEEVE, 2X DIAMETER OF PIPE OR WIRE BUNDLE TO BE SLEEVED; MIN 2" SIZE, EXTEND 18" UNDER PAVING ON ENDS. FOR NON-POTABLE WATER. Valve Callout 4/Ll-2.1 PRINT DATE: 07/14/2025 ••• SCHMIDT C) • DESIGN ••• GROUP C,lS.d0."062 LC CA>'J01"'1>1>:,\?.ln9 APPROVED roR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCA T/ON or PLANTING Ll-1.0 AREA. COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH & QUALITY LAND AND WATER QUALITY DIVISION ENVIRONMENTAL HEALTH SPECIALIST DATE "AS BUILT" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 18 CITY OF CARLSBAD PLANNING DEPARTMENT f----+--+----------------11----+-----l---+-------l PRIVATE ( ON SITE) RECYCLED 1------1---+----------------+---+--+----11------, WATER SYSTEM FOR: SEE SHEET Ll-0.1 Ll-0.3 -IRRIGATION TITLE SHEET & NOTES SEE SHEET LD-1.0 -LD-1.4 IRRIGATION DEMO SHEETS SEE SHEETS Ll-1.0 -Ll-1.4 -IRRIGATION PLAN SHEETS SEE SHEETS Ll-2.0 -Ll-2.1 IRRIGATION DETAIL SHEETS CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME: CARLSBAD UNIFIED SCHOOL DISTR!CT ADDRESS: 6225 EL CAMINO REAL CARLSBAD CA 92010 TELEPHONE: (619) 744 s212 DATE PLAN PREPARED: 0_7~/1_4~/2_0_25 ______ _ BY: SDG DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL AVIARA OAKS MIDDLE SCHOOL MODERNIZATION IRRIGATION LEGEND APPROVED /' /J. . ;,7 (/1..,fa,l,f ,, '7 ,/ / ✓ / ----- :OSSSISTAIH PLANNIN° DRWN BY:10 CHCKD BY: JJ PROJECT NO. Li--'C2025-0007 IJEl/2023-0066 DRAWING NO. SEE SHEET Ll-0.1 Ll-0.3 -IRRIGATION TITLE SHEET & NOTES SEE SHEET LD-1.0-LD-1.4 IRRIGATION DEMO SHEETS SEE SHEETS Ll-1.0 -Ll-1.4-IRRIGATION PLAN SHEETS SEE SHEETS Ll-2.0 -Ll-2.1 IRRIGATION DETAIL SHEETS I t 0 z 0 10 20 40 SCALE : 1" = 20'-0" ~NDSC,4p JIJSTUS " ::; --:, OI '), CARLSBAD MUNICIPAL WATER DISTRICT ~<--'---10:?j @/,r/?s-- WILLIAI~ E. PLUl~MER /Le"'-' ,.__,,.,,_,,,fr?, DATE DEPUTY E:ITY ENGINEER R.C.E.2Bt/6 EXP.-3/31 /25 D1'S"NZ,C,,? 5 t<!I 1-- DEVELOPERS NAME: CARLSBAD UNIFIED SCHOOL DISTRICT ADDRESS: 6225 EL CAMINO REAL CARLSBAD CA 92010 TELEPHONE: (619) 744 s212 DA TE PLAN PREP AR ED: ~07'--'/-'1-"4 /cc2cco2ccsc.__ ______ _ BY: SDG 0 ' ':1;'. J, 'r·~, '" \LOCAT(~ATERAL AND;l~LEEVE .. ' iiJ 1FROM EXISTING VALVE A18. /( REUSE LATERAL AND SLEEVE /FOR NEW HEADS AND CONNECT TO VALVE A17. () /4'• -----~---f9 -' A15 -1" 12.1 ----- '''I ~;;: ~;I ~-.'.) A16 .',!,, ' 41 ' , .. ' - ---------------- -' ---' ' :-<) 1" 20.7 --,)i---\ .-i ' '"'" n-1.1,-, ------. '[") ,,,, ,"{ . ' Ll-1.1 ' ✓ PRINT DATE, D7/14/2025 ••• SCHMi!JT • • ••• DESIGN 'J10 '°''"'" s,. ;_ oe G \a,·" ,go. o _,mo "'" 2'6 ,162 l-C,<;A; "Jolt.'12'0, M '1:;o <CH,\1IDTDCS1<;1<.C<>M APPROVED FOR !RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH & QUALITY LAND AND WATER QUALITY DIVISION ENVIRONMENTAL HEALTH SPECIALIST DATE SHEET ": 0 ! ,; "AS BUil T" PLANNING DEPARTMENT 1----J---1--------------------j---t----t--,-, PRIVATE ( ONSITE) RECYCLED WATER SYSTEM FOR: 1---1--1-------------+--+---t----t---1 A VIARA OAKS MIDDLE SCHOOL MODERNIZATION IRRIGATION PLAN 1----l----+----~------------t---t--1 --1 -1 APPROVED ~ /\5515fMH rLANNIN INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DRWN BY:10 DATE INITIAL CHCK0 BY: JJ CITY APPROVAL PROJECT NO. L'"'C2025-COG7 0E1J2023-S066 o/'i/= DATE DRAWING NO. SEE SHEET Ll-0.1 Ll-0.3 -IRRIGATION TITLE SHEET & NOTES SEE SHEET LD-1.0-LD-1.4 IRRIGATION DEMO SHEETS SEE SHEETS Ll-1.0 -Ll-1.4 -IRRIGATION PLAN SHEETS SEE SHEETS Ll-2.0 -Ll-2.1 IRRIGATION DETAIL SHEETS 0 10 20 40 SCALE: 1" = 20'-0" p..NDSC,4p ,;\)STUS ::; (P ~ CARLSBAD MUNICIPAL WATER DISTRICT WILLl!:c~p?~M~;L~,>£nN:~:~(' S- DEPDUf'I' CITY ENGINEER IS 7'12-tc-{ R.C.E.~i EXP.-3/31/25 S1/ 1 12..: DEVELOPERS NAME: CARLSBAD UNIFIED SCHOOL DISTRICT ADDRESS: 6225 EL CAMINO REAL CARLSBAD CA 92010 TELEPHONE: (619) 744 8212 DATE PLAN PREPARED: 07/14/2025 DATE INITIAL DATE INITIAL DATE INITIAL REVISION DESCRIPTION BY: S0G ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL • ,110 Somo,_o, '·L. Su ... G, S.c, J <,<. (, :•2'-J,) ,;is.n,.,,:r,, t" CAi'lll>:"/llOIA?.l,m srn:,10DTO(SO<,H.COM APPROVED F"OR !RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION or PLANTING Ll-1.2 AREA. COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH & QUALITY LAND AND WATER QUALITY DIVISION ENVIRONMENTAL HEALTH SPECIALIST DATE "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD '.)() PLANNING DEPARTMENT PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: AVIARA OAKS MIDDLE SCHOOL MODERNIZATION IRRIGATION PLAN APPROVED e,4 ~ 'e/11/z;:, -'<5515fMH PLANNING -BIR~ DATE DRWN BY: 10 PROJECT NO. DRAWING NO. CHCKO BY: JJ ,_pc202s -·0007 Y1-3-4M D:CV::!023--0066 SEE SHEET Ll-0.1 Ll-0_3 -IRRIGATION TITLE SHEET & NOTES SEE SHEET LD-1.0-LD-1.4 IRRIGATION DEMO SHEETS SEE SHEETS Ll-1.0 -Ll-1.4 -IRRIGATION PLAN SHEETS ~ I _J f-w w I V) w w V) w z _J I () f-<( ~ -----._ -,'( ) SLEEVE )CONNECT ::RAL ,AINB'D f'.NOSC4p jl\STUS I X \ lofl.48 ·109 G'I X ------ CARLSBAD MUNICIPAL WATER DISTRICT ------------------- ------------ ------------ DEVELOPERS NAME: CARLSBAD UNIFIED SCHOOL DISTRICT ;,: H.i6.52 -------- v1on1 ·•'( ·--------- ------- ·1::;s 72 X, .,-v•:6'.Ja28 .. PRINT DATE, 07/14/2025 ••• .,.:,• ••• SCHMIDT D!ES!Gl\l 6 ROUP '1'0"""''"'"·' ,,_c. <ac,l'q;o,U-,)<l)<i (,,e,1JG."¥,! SCH.'11D'1Dfi1Ut-l.COM APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING Ll-1.3 AREA. COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH & QUALITY LAND AND WATER QUALITY DIVISION ENVIRONMENTAL HEALTH SPECIALIST DATE "AS BUILT" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 1'. CITY OF CARLSBAD PLANNING DEPARTMENT PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: AVIARA OAKS MIDDLE SCHOOL MODERNIZATION IRRIGATION PLAN ..) -:, (I) <:\ I I ADDRESS, 6225 EL CAMINO REAL CARLSBAD CA 92010 f---+---+-------------------__j~ __ _j_ __ _J_ ___ L _ _JAPPROVED~ dJ J//1_ /' lfL-~I •• I 31 -r \<z,,___.J-,0~ 0(2s:(2, TELEPHONE: (619) 744 8212 *A§sssi1:§s~TA.:il~fffFP'LLAANNNN~INICG~~\F~~if"=---~r~u't'- 1, 0 10 20 40 WILLIAl,I E. PLUlvllaER /£-€'/2; µ/1/fe.n,,/c'I-DATE DATE F'LAN PREPARED: 0~7~/_14~/~2~0~25~-------DATE INITIAL DATE INITIAL DATE INITIAL ORWN BY,IO PROJECT NO. DRAWING NO. ~ SCALE.· 1" = 20'-0" F CALI' DEPUTY CITY ENGINEER RC [._?§176_ EXP:o-/31/25 BY, SDG ENGINEER OF WORK REVISION DESCRIPTION CHCKD BY, JJ LcC2025-0007 543 4:,i ~----------------------------------------------------------------------------=-=-=-=r.,~~1~,~-~~~-~-_:_:_:_:_:_:_:_:_:_:_:_:~~~l~B~~•_:_:_:~,-~-~-~-=-=-=-=-=-=-=-=-=-=~-=~-=~-=~:::_:_-=_:-=_:-=_:-=_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:-_-_-_~.:._-_:._--_::_--_--_--_-_-_--_--_--_--_--_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_~~O~TH~E~R~~A~P:P_:R_O~V~A~L:~--~C~l~T-Y~~A~P~P~R~O~V:A_~L_-f_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_J_L_~_o;c;v~2~0-2~3~~0;0;6:6_-_-_1 _______________________________ J___J SEE SHEETS Ll-2.0 -Ll-2.1 IRRIGATION DETAIL SHEETS SEE SHEET Ll-0.1 Ll-0.3-IRRIGATION TITLE SHEET & NOTES SEE SHEET LD-1.0 -LD-1.4 IRRIGATION DEMO SHEETS SEE SHEETS Ll-1 0 -Ll-1.4 -IRRIGATION PLAN SHEETS SEE SHEETS Ll-2,0 -Ll-2, 1 IRRIGATION DETAIL SHEETS 11".---I I;; 0 z 0 10 20 40 SCALE : 1" = 20'-0" 1,,1DSC_.:\p IJSTUS IV, 0, 'o <:', CARLSBAD MUNICIPAL WATER DISTRICT k~ 1vf7~ 8/,,/2;- WILLIAM E. PLUMMER Vm,,-4t>/e-,,,.f<ft DATE i,EP_UTY CITY ENGINEER R.C.E.,§1','6 EXP.3-/31/25 ;srP-lcr c;7/0"1' ,7,. DEVELOPERS NAME: CARLSBAD UNIFIED SCHOOL DISTRICT ADDRESS: 6225 EL CAMINO REAL CARLSBAD CA 92010 TELEPHONE: (619) 744 s212 DATE PLAN PREPARED: _07~/_1_4/~2_0_2_5 _______ ~ BY: SOG ' Hi'.l /9 , X• ,· I _ __,.-----::- ~-, 1' , _,.--, ----' ------ 162 /8 X PRINT DATE: 07/14/2025 ••• I SCHMIDT •• , DESIGN ••• GROUP ,J"O 't·sw,as SL, s, le G So· D ,,o, Cf, 'ls1'< cw,y,·-10, L.: ,:,, ,-,, It.'/ m· '" rn,9 SC>i Oltll! ~CSEGN.t or.< APPROVED roR /RR/GA T/ON ANO PLANTING ONLY, INCLUDING PRECISE LOCATION or PLANTING Ll-1.4 AREA. COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH & QUALITY LAND AND WATER QUALITY DIVISION ENVIRONMENTAL HEALTH SPECIALIST DATE "AS BUILT" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET r) n L !_ CITY OF CARLSBAD PLANNING DEPARTMENT PRIVATE (ONSITE) RECYCLED 1---+---+----------------+---+----+---+----l WATER SYSTEM FOR: AVIARA OAKS MIDDLE SCHOOL MODERNIZATION IRRIGATION PLAN 1---+---1-------------------+---+----t----+----IAPPROVED DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL ASSISTAIH DRWN BY: 10 DATE INITIAL CITY APPROVAL CHCKD BY: JJ PROJECT NO. U-0c;:e;;::i -0007 IY\l?_Q?_-1-0066 DRAWING NO. Si.J-4M ~------(1 _,-----------12 ~-------{3 ~---------{,4 10 X PIPE DIA. MIN_ UPSTREAM FROM SENSOR 5 X PIPE DIA MIN. DOWNSTREA FROM SENSOR ,;--, PURPLE 10" ROUND VALVE BOX (DO NOT CUT ~ ADDITIONAL HOLES INTO BOX) ® FINISH SURFACE ,.-;;, CABLE FROM MSTER VALVE TO CONTROLLER '-V ASSEMBLY © 1-/14" CONDUIT FROM MASTER VALVE ASSEMBLY ® WATERPROOF WIRE SPLICE 8" DIA. CL 160 PVC SLEEVE (TO REST ON ® TOP EDGE OF PRESSURE SUPPLY LINE) (j) 1-¼" SCH.40 WIRE CONDUIT WITH SWEEP FOR FLOW SENSOR/MASTER VALVE CABLE (TO CONTROLLER) @ FLOW SENSOR (SEE LEGEND) ® ¾" GRAVEL SUMP IN.UNDER AND AROUND VALVE BOX. FILL TO TOP OF VALVE BOX HOLES. @) INSTALL FILTER FABRIC AROUND GRAVEL SUMP @ PVC REDUCING BUSHING FOR REDUCTION IN PIPE SIZE AT FLOW SENSOR @ 45 DEGREE PVC SCH. 40 SLIP X SLIP ELL (2 REQ.) EXTEND PRESSURE SUPPLY LINE TO 18" DEPTH 0 RECYCLED WATER FLOW SENSOR NO SCALE 1 CD 10x15" STANDARD VALVE BOX, HEAT BRAND 'J BOX' ON LID WITH 2" HIGH LETTERS ® SPARE WIRES THAT ARE TO TERMINATE AT THIS BOX COIL 30" LENGTH AND I.D. TAG. ® LOOP, BUNDLE, AND LABEL SPARE WIRES THAT ARE TO CONTINUE, AS OCCURS 0 1/2 "GALVANIZED WIRE CLOTH/ GOPHER PROTECTION WRAP -WRAP 6" UP SIDES - SEE NOTES ® (2) 6x2x12 CONCRETE BLOCK CAPS, ONE ON EACH SIDE OF BOX ® IRRIGATION MAINLINE PER PLANS (j) SOIL SUBGRADE NOTE TOP OF JUNCTION BOX SHALL BE SET 2" ABOVE GRADE AT SHRUB/ PLANTING AREAS AND FLUSH TO GRADE AT LAWN AREAS ,. WIRE BUNDLE JUNCTION/ PULL BOX I 5 ;t--------------------------------------------------- NTs S2-AV4-65 SECTION 0 t lih - o/. ' PLAN VIEW / __ ;( ' ~ ~/ y@ / 12" YP. 6 12" MIN. LEGEND: CD SHRUB TRUNK G) SHRUB ROOTBALL @ PURPLE 1/2" PVC FLEXIBLE HOSE; MIN. 12" LENGTH © ADAPTOR; ATTACH HOSE WITH SOLVENT CEMENT ® ® (j) ® ® THREAD BUBBLER EMITTER PAINTED PURPLE PURPLE SCH 40 LATERAL LINE MULCH LAYER; SEE PLANTING PLAN FINISH GRADE SUB GRADE VARIES AS NEEDED 6 NOTE A. EMITTER BUBBLER TO BE SUB-TERRANEAN 1" BELOW TOP OF MULCH/ DG, TYPICAL B. PURPLE 1 /2" PVC FLEXIBLE HOSE TO BE BURIED MIN. 12" BELOW GRADE UP TO ROOTBALL 1 B ; FLEXIBLE PVC TUBE W/ DRIP EMITTER@ EACH SHRUB NTS ~ 7 11>---c,;,,.,,;:::,..,,:r--:~==~~~:ll-:,4,"'."';::;:-,-,-, ~,---,---j'--- 1 J--" I =-~:-~I ----1 •1 . 2" i----'3'~Hir1Fl'iJrfu~Jn,-/,r~' ,----, -I 'F 18" 2 2 0 LEGEND: -@ 9 8 CD THREADED PVC SCH 80 NIPPLES (NO CLOSE NIPPLES TYP.) rn 2 3 PURPLE PRESSURIZED PVC MAINLINE PER PLAN PVC FEMALE SXT ADAPTER PVC SCH 80 UNION ® VALVE WITH PURPLE TOP/HANDLE (SEE MANUFACTURER) AS SPECIFIED ON PLANS POSITION VALVE IN BOX SO THAT HANDLE IS FREE TO OPERATE. (j) ffi @ @ 10" ROUND PURPLE PLASTIC VALVE BOX FOR 2" VALVE AND SMALLER RECTANGULAR PURPLE PLASTIC VALVE BOX FOR 21/2" VALVE AND LARGER (PER SPECIFICATIONS) INSTALL 2" ABOVE FINISHED GRADE IN SHRUB BED; 1/2" ABOVE IN LAWN AREAS FINISHED GRADE PURPLE PVC SCH 40 45DEG. FITTING PEA GRAVEL 112" DIAMETER (APPROX. 1 CU. FT.) UNMORTARED BRICK FOUNDATION IDENTITY TAG-RECYCLED WATER NOTE: ALL RECYCLED WATER VALVE BOXES SHALL HAVE PURPLE LOCKING LIDS. 2 BALL/GATE VALVE FOR RECYCLED WATER NO SCALE 12" A LEGEND CD WALK OR CURB @ BUILDING WALL (WHERE APPLICABLE) @ FINISH GRADE IN TURF AREAS 8 <lFLOW IX 12 18" 11 @-16 NOTES: 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. LEGEND: (i) 0 ® © ® ® (j) PURPLE PVC LATERAL LINE PER PLAN PVC MALE ADAPTER SCH. 80 PVC UNION, 0-RING TYPE LASCO OR EQUAL SCH.80 PVC NIPPLE WATERPROOF WIRE CONNECTORS PER NOTES REMOTE CONTROL ELECTRIC VALVE PER LEGEND WITH PURPLE TOP 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 4. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN VALVE BOX. (WRAP AROUND 1/2" PIPE 15 TIMES-REMOVE PIPE) @ PRESSURIZED PVC MAINLINE (SXSXS) PER LEGEND 24 VOLT DIRECT BURIAL WIRES FROM CONTROLLER PER LEGEND. 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 @) 1 CUBIC FOOT PEA GRAVEL MIN. SUPPORTING VALVE BOX @ UNMORTARED BRICK FOUNDATION @ RECYCLED WATER TAG REMOTE CONTROL VALVE FOR RECYCLED WATER NO SCALE LEGEND: FINISH GRADE 2 1 6 4 LEGEND: (i) 10" CARSON #910 PURPLE COLOR PLASTIC VALVE BOX W/ LOCKING COVER. HEAT BRAND Q.C. INTO TOP. 0 PURPLE QUICK COUPLER VALVE, 0) 0 ® WITH ACME THREADS, PER PLANS FINISH GRADE. ALLOW 2" DEPTH FOR TOP MULCH EDGE OF WALK/FACE OF CURB. FENCE OR MOW BAND RECYCLED WATER TAG 6 GROUND COVER 7 ONE CUBIC FOOT PEA GRAVEL 8 BRASS NIPPLE 9 BRASS ELL u11=c 11= 11=c :lllc,lil'.,li!,'l'I -<-~....--',,l;si'~-";:_ir--: ,,, 1,..· ''--" '\,lli~ 10 SCH.40 PURPLE P.V.C. MAINLINE BRASS STREET ELLS (2) REQUIRED PER QUICK COUPLER. NO MARLEX SCH.40 P.V.C. TEE 8 11 10 COMMON BRICK NOTES: 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. ,4 QUICK COUPLER FOR RECYCLED WATER NO SCALE - 2 5 6 G) 0 ® VALVE BOX WITH COVER AS SPECIFIED IN THE IRRIGATION NOTES PVC SCH 40 TEE OR ELL PVC MAINLINE 1 4 WATERPROOF CONNECTION, TYPICAL VALVE IDTAG 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL 3K'77'mr,._ © POP-UP ROTOR HEAD AND NOZZLE @ MULCH LAYER IN PLANTING AREAS @ FINISH GRADE IN PLANTING AREAS (j) SCH.80 P.V.C. NIPPLE (2 EACH) © ® 2 6 9 8/-T-._ POP-UP ROTOR/SPRAY H NO SCALE i:--NDSC4p ,1\.\STUS -<., ✓ ' ~ z SIZE PER HEAD INLET ® PVC STREET ELL (2 EACH) SIZE PER HEAD INLET ® PURPLE PVC LATERAL (PER PLAN) @ PVC TEE OR ELL (SXSXT) @ PURPLE CAP FOR RECYCLED WATER NOTES 1. ALL P.V.C FITTINGS SHALL BE SCH. 40 EXCEPT WHERE NOTED. 2. ALL SCH.80 P.V.C. THREADS SHALL BE WRAPPED WITH TEFLON TAPE. OR RECOMMENDED BY MANUFACTURER @ 3" SPRAY DISTANCE 6" ROTOR DISTANCE (1 9 10 SECTION 7 8 15 EAD FOR RECYCLED WATER (r TYPICAL DRIP CONTROL VALVE KIT NO SCALE SEE SHEET Ll-0.1 Ll-0.3 -IRRIGATION TITLE SHEET & NOTES SEE SHEET LD-1.0-LD-1.4 IRRIGATION DEMO SHEETS SEE SHEETS Ll-1.0 -Ll-1 .4 -IRRIGATION PLAN SHEETS SEE SHEETS Ll-2.0 -Ll-2.1 IRRIGATION DETAIL SHEETS CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPEFs'.S NAME: CARLSBAD UNIFIED SCHOOL DISTRICT ADDRESS: 6225 EL CAMINO REAL CARLSBAD CA 92010 K '-:I r--./JJS e/?s:/?s-TELEPHONE: (619) 744-8212 WILLIAM [, PLUMMER l<c-ru /01'hZ,,Jc-c DATE DATE PLM, PREPARED: 07/14/2025 DATT: INITIAL DEPUTY CITY [NGINEER R.C.E.28!-ro;, EXP.-,/31/25 BY: SDG ENGINEER OF WORK D1:s-er 57/i, /2 ® (j) ® ® 30-INCH LINEAR LENGTH OF WIRE, COILED PRESSURE REGULATING FILTER PER MANUFACTURER'S RECOMMENDATIONS PVC SCH 40 FEMALE ADAPTOR LATERAL PIPE REMOTE CONTROL VALVE PER IRRIGATION LEGEND PVC SCH 40 ELL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL) NOTE: 1. FOR RECYCLE WATER SYSTEM PROVIDE 'PURPLE' PVC VALVE BOX AND TAG ' DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL 1 f 1 f PRINT DATE: 07/14/2025 ••• SCHll/l!DT 4) • DESIG" PLAN ••• GROUP C>t,C,,1'0< C.':. ':,\"301 ON2'<;:t,i 3<1)9 APPROVED FOR /RR/GA T/ON ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING LI-2.0 AREA. COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH & QUALITY LAND AND WATER QUALITY DIVISION ENVIRONMENTAL HEALTH SPECIALIST DATE "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 23 PLANNING DEPARTMENT PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: AVIARA OAKS MIDDLE SCHOOL MODERNIZATION IRRIGATION DETAILS APPROVED~ f;. C/!>/11 (z;:, 1's5515TAIH PLANNING ~IRE~~ DATE 0RWN BY:I0 PROJECT NO. DRAWING NO. DATE INITIAL CHCKD BY: JJ L;:ic202s-0007 5".-:S--4:vl CITY APPROVAL OEV202:S--0066 1 1'-6" NOTE ALL MANIFOLD PIPING TO BE PURPLE PVC AND ALL VALVES SHALL HAVE PURPLE TOP FOR RECYCLED WATER. <XX , ✓-;. /·. i'\\ _L_J,½'!!3&:'!? 5/J.!----.J-\\<" ' ' 5 6 4 1 '-6" 1 '-6" 1 '-6" 3 SIDEWALK LEGEND NOTES: 0 PRESSURE SUPPLY LINE (SEE PLAN FOR SIZE) ® LINE SIZE BALL VALVE (SEE IRRIGATION LEGEND) ® QUICK COUPLER (SEE IRRIGATION LEGEND) A EACH MANIFOLD SHALL HAVE A MINIMUM OF 15' SEPARATION. ALL MANIFOLDS ARE TO BE INSTALLED IN PLANTER AREAS WHENEVER POSSIBLE. B. ALL VALVE BOXES SHALL BE PURPLE WITH LOCKING COVERS FOR RECYCLED WATER. 0 HEAT BRAND ALL VALVES ® ELECTRIC CONTROL VALVE ® 2" MAIN LINE PIPING AND FITTINGS TO ALL CONTROL VALVES (D 1 114" MIN PIPE SIZE TO ALL QUICK COUPLERS C. ALL VALVES SHALL BE LABELED WITH 'DO NOT DRINK.' ® 1" BALL VALVE TO QUICK COUPLER - I 1 MANIFOLD CONFIGURATION FOR RECYCLED WATER 1 NO SCALE '---~ ~---{ 5 n~,,~~wr--( 4 ~ ~ ',,~j :,i: 1 r1~J-)'!;.~_"'::j;,ifi:'"-;~:_:i __ --{ ! 12 1 "--------13 "------I 9 TRENCHING UNDER PLANTING AREAS r----.12 TRENCHING UNDER PAVEMENT 0 TRENCHING DETAIL NO SCALE LEGEND: 1 PVC MAINLINE TYP. PVC LATERAL LINE TYP. LV. WIRING (TYP) IN-LINE DRIP TUBING TYP. ® FINISH GRADE ® BACKFILL MATERIAL PER SPECIFICATIONS 0 AC. OR CONCRETE PAVING ® BASE MATERIAL ® INITIAL SAND BACKFILL REQUIRED IN TRENCHES UNDER PAVEMENT (TYP. ALL SiTUAiiONS). 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 CAUTION TAPE -CHRISTY OR EQUAL. NOTES: 1. ALL PIPE AND CONTROL WIRE UNDER PAVEMENT SHALL BE INSTALLED IN A PV.C. SLEEVE. 2. BACKFILL MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 90% MIN. 3. WHERE PATCHES ARE REQUIRED TO PEDESTRIAN PAVEMENT, THEY SHALL COMPLY WITH 11 B-302.1 AND 11 B-303. _ __, 1 LEGEND: (j)WALL MOUNTED CONTROLLER PER PLAN (z) JUNCTION BOX; 3/4" RIGID SWEEP ELL CONDUIT TO POWER SOURCE. HOOK-UP WITH BUILDING TO PROVIDE 120V POWER. @1-1/2" INCH CONDUIT DIRECT BURIAL TO MASTER VALVE/ FLOW SENSOR WIRE. @) 1" INCH CONDUIT FOR PHONE COMMUNICATION. COORDINATE WITH BUILDING PLANS TO CONNECT TO PHONE SOURCE. @ 2" INCH CONDUIT FOR DIRECT BURIAL WIRES TO VALVES. NOTE: A CONTRACTOR TO PROVIDE PVC SLEEVE FOR CONNECTIONS THAT ARE UNDER HARDSCAPE. 0 WALL MOUNTED CONTROLLER 71----------- NTS LEGEND: (i) SLIP X SLIP 45 DEGREE ELL (2 REQUIRED) Q) ¾" GRAVEL SUMP IN, UNDER, AND AROUND VALVE BOX FILL TO TOP OF VALVE BOXES @ USE½" PVC SCRAP TO WRAP 12" OF ADDITIONAL WIRE BEFORE CONNECTING (±) CONNECT WIRES TO VALVE USING WATER TIGHT CONNECTORS @) MASTER VALVE LEGEND @ FINISH SURFACE - (!) PURPPLE RECTANGULAR VALVE BOX WITH PURPLE LID (DO NOT CUT ADDITIONAL HOLES INTO BOX.) ® PVC SCH. 40 MALE ADAPTER (2 REQUIRED) @ PURPLE PRESSURE SUPPLY LINE, ALIGN WITH FLOW SENSOR (SEE PLAN FOR SIZE) @ INSTALL FILTER FABRIC AROUND GRAVEL SUMP (U) 1-¼" SCH. 40 WIRE CONDUIT WITH SWEEP FOR MASTER VALVE WIRES (TO FLOW SENSOR) 1 2 ; NORMALLY OPEN MASTER VALVE FOR RW NO SCALE - 5 -' I I STR EET SURFACE TOTAL OF 20' MINIMUM "I EXTEND 1 0' MINIMUM ' EXTEND 10' MINIMUM "' ON EITHER SIDE rt ON EITHER SIDE ;;: ::: POTABLE "'l WATER LINE " w ~ CD NOTES: A ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN -STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS. B. FOLLOW ALL WATER DISTRICT RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS RW AND POTABLE MAINLINE CROSSING NO SCALE SEE SHEET Ll-0.1 Ll-0.3 -IRRIGATION TITLE SHEET & NOTES SEE SHEET LD-1.O -LD-1 .4 IRRIGATION DEMO SHEETS SEE SHEETS Ll-1.0 -Ll-1.4 -IRRIGATION PLAN SHEETS SEE SHEETS Ll-2.0 -Ll-2.1 IRRIGATION DETAIL SHEETS CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME: CARLSBAD UNIFIED SCHOOL DISTRICT ADDRESS: 6225 EL CAMINO REAL CARLSBAD CA 92010 ~-'c/. p._//6 D/,s-/2s-TELEPHONE: (619) 744 8212 WILLIAM [, PLUl,IMER fcerz, ,..,,...,,.,,,,,,..., DATE DATE PLAN PREPARED: 07/14/2025 DEPUTY ClfY ENGINEER R.C.E.~J7~ EXP.~/31/25 BY: SDG o snz,,c..r . ,,,_ I 3 ,_1,c..____ 18" --~1' 1 ------',.___------'l.c 4"x4" PT POST _ __,,_I N NOTES: A SIGNS SHALL BE MANUFACTURED OF ALUMINUM SHEET, THICKNESS .080" OR 18GA B. THE SIGN SHALL INCORPORATE A PURPLE BACKGROUND WITH BLACK LETTERS (1" HIEHGT) AND A BLACK LOGO. 'RECYCLED WATER' TEXT TO BE 2" HEIGHT. C. SIGNS SHALL BE MOUNTED ON 4"x4" NOM. PRESSURE TREATED WOOD POST SET INTO CONCRETE. ATTACH SIGN TO POST USING 114" x2112" ANODIZED LAG SCREWS AND WASHERS (2 EACH) D. ALL RECYLED WATER SIGNAGE SHALL COMPLY WITH CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS. , RECYCLED WATER "DO NOT DRINK" SIGN '-~ _.,, / NO SCALE - 6 \. - LEGEND 0 4-INCH PURPLE GRATE 0 BUBBLER SEE IRRIGATION LEGEND 0 0 ® ® (i) 0 0 @ @ @ ROOT WATERING SYSTEM ASSEMBLY. TYPICAL ASSEMBLY SHALL INCLUDED: BUBBLER WITH RISER, PURPLE GRATEc, SWING ASSEMBLY, 112" MALE NPT INLET, BASKET CANISTER AND SAND SOCK (AS REQUIRED) FINISH GRADE PEA GRAVEL (ADD SAND SOCK FOR SANDY SOILS). 112-INCH PVC SCH 80 NIPPLE 112-INCH 90-DEGREE ELBOW 12-INCH SWING ASSEMBLY 112-INCH MALE NPT INLET PURPLE PVC SCH 40 TEE OR EL PURPLE LATERAL PIPE 4-INCH BASKET WEAVE CANISTER NOTE: A. INSTALL TWO DEEP ROOT SYSTEMS PER TREE UNLESS OTHERWISE NOTED ON PLANS B INST ALL DEEP ROOT SYSTEM(S) PER MANUFACTURES SPECIFICATIONS \ RECYCLED WATER DEEP ROOT WATERING SYSTEM I NO SCALE OATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL Ll-2.1 PRINT DATE: 07/14/2025 ••• SCHMIDT • • DESIG" •••• tGROiJF OH.<«,.:,,,;! ''" u,ma1.~•.,,co1A,,,.m SCH:,11DTDESLGN.CO:.\ APPROVED FOR !RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCA T/ON or PLANTING AREA. COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH & QUALITY LAND AND WATER QUALITY DIVISION ENVIRONMENTAL HEALTH SPECIALIST DATE "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 24 PLANNING DEPARTMENT PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: AVIARA OAKS MIDDLE SCHOOL MODERNIZATION IRRIGATION DETAILS APPROVED ~ 15{ ~cq_/_i,;-, ASSISTAIH PLANNING ~• ,~, DATE DRWN BY:10 PROJECT NO. DRAWING. NO. CHCKD BY: JJ lJ-'C2025-0C07 543-4M DC:\/2023-CC:56 PLANTING NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. CONTRACTOR SHALL REVIEW ALL PLANTING DRAWINGS, SPECIFICATIONS, AND INSTALLATION DETAILS BEFORE BEGINNING WORK. CONTRACTOR SHALL VISIT SITE AND BECOME FAMILIAR WITH CONDITIONS UNDER WHICH WORK SHALL BE DONE PRIOR TO BIDDING. ALL WORK WILL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE DISTRICT AND THE TECHNICAL SPECIFICATIONS OF THE PROJECT; AND IF NECESSARY, OTHER GOVERNING AGENCIES THAT HAVE ISSUE WITH THE SITE. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE EXISTING CONDITIONS OR WITHIN THE PLANS PRIOR TO BEGINNING WORK. FINISHED GRADES SHALL BE SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER. CONTRACTOR SHALL MAINTAIN A MINIMUM 2% DRAINAGE AWAY FROM SHADE STRUCTURES, AND PAVING INTO DRAINAGE STRUCTURES OR TO STREET (SEE ENGINEERS GRADING AND DRAINAGE PLAN). CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY OF ANY CONFLICTS IN MAINTAINING DRAINAGE. THE OWNER'S REPRESENTATIVE SHALL APPROVE ALL FINISH GRADING PRIOR TO PLACEMENT OF ANY PLANT MATERIAL. CONTRACTOR SHALL IMMEDIATELY, UPON THE AWARD OF THE CONTRACT, ORDER, LOCATE AND PURCHASE (OR HAVE HELD) ALL PLANT MATERIAL REQUIRED BY THESE PLANS AND SPECIFICATIONS. PLANT MATERIAL SHALL BE GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE OF THE PROJECT SITE. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY REPAIRS MADE NECESSARY THROUGH THE ACTIONS OR NEGLIGENCE OF HIS EMPLOYEES AND SUBCONTRACTORS. SOIL AMENDMENTS SPECIFIED ARE FOR BIDDING PURPOSES ONLY ACTUAL TYPES AND QUANTITIES WILL BE BASED ON SOIL ANALYSIS PROVIDED BY CONTRACTOR. AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE CITY) THE TEST SHALL INDICATE BUT NOT BE LIMITED TO: -ORGANIC MATTER CONTENT -N, P, K -PH -EC -SOIL TEXTURE (SILT, CLAY, SAND) -RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZATIONS. THE RE SUL TS AND RECOMMENDATIONS OF THE SOIL TESTING LABO RA TORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. THE FOLLOWING AMENDMENT MIXES ARE FOR CONTRACTOR BID PURPOSES (AND TO BE MODIFIED PER SOIL ANALYSIS RECOMMENDATIONS AS NECESSARY): A) BID MIX FOR SHRUB BED AREAS: SOIL AMENDMENTS BID MIX SHALL BE THE FOLLOWING PER 1000 SQUARE FEET: - 4 CU. YDS. NITROGEN STABILIZED ORGANIC AMENDMENT 'HUMIC COMPOST' BY AGRI-SERVICE (800-262-4167) OR APPROVED EQUAL. -20 LBS. GRO-POWER PLUS -100 LBS. GYPSUM B) BID MIX FOR PLANT PIT BACKFILL AREAS: PLANTING AND BACKFILL MIX FOR PLANT PITS SHALL BE AS FOLLOWS PER CUBIC YARD: -70% OF NATIVE SOIL -30% NITROGEN STABILIZED ORGANIC AMENDMENT: 'HUMIC COMPOST' BY AGRI-SERVICE (800-262-4167) OR APPROVED EQUAL. -16 LBS GRO-POWER PLUS - 2 LBS. FERROUS SULFATE THOROUGHLY BLEND THE ABOVE AT A CENTRAL ON-SITE LOCATION PRIOR TO USE. THE FERROUS SULFATE SHOULD NOT CONTACT PAVING SURFACES AS STAINING WILL RESULT. SOIL LEACHING SPECIFIED ARE FOR BIDDING PURPOSES ONLY. ACTUAL DURATION AND SOIL AMENDMENTS FOR LEACHING (IF RECOMMENDED BY THE CONTRACTOR'S PROVIDED SOILS REPORT) WILL BE BASED ON SOIL ANALYSIS PROVIDED BY THE APPROVED SOILS LABORATORY. CONTRACTOR SHALL FURNISH THE OWNER'S REPRESENTATIVE WITH A COPY OF THE RECOMMENDATIONS AND RECEIVE WRITTEN APPROVAL FOR LEACHING AND AMENDMENTS PRIOR TO THE START OF THE LEACHING PROCESS. LEACHING: -CONTRACTOR SHALL ASSUME ONE ROUND OF SOIL LEACHING AND RETESTING OF LEACHED SOIL PRIOR TO PLANTING. PRIOR TO LEACHING; CONTRACTOR TO APPLY GYPSUM AND LEACH FOR A MINIMUM OF TWO WEEKS. 10. SHRUB AND GROUNDCOVER MASS QUANTITIES ARE SHOWN ON PLANS. UNDERPLANT ALL TREES WITH THE ADJACENT SHRUB AND/ OR GROUNDCOVER AS INDICATED BY THE PLANS. GROUNDCOVER SHALL BE INSTALLED WITH TRIANGULAR SPACING TO WITHIN 12" OF TREE OR SHRUB STEMS. 11. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. WHERE SHRUB SYMBOLS ARE MASSED, CONTRACTOR SHALL MAINTAIN A CONSISTENT ON CENTER, TRIANGULAR SPACING AS SPECIFIED IN LEGEND. CONTRACTOR SHALL VERIFY PLANT TOTALS FOR BID PURPOSES. 12. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS SHALL BE THOROUGHLY WATERED. 13. PRIOR TO BEGINNING THE PLANTING OPERATION, IRRIGATE ALL PLANTING AREAS NORMALLY FOR TWO WEEKS TO GERMINATE WEEDS. APPLY CONTACT HERBICIDE TO WEEDS ONLY PER MANUFACTURER, MONSANTO "ROUND-UP" OR EQUAL REPEAT PROCESS IF WEEDS PERSIST. 14. PERCOLATION TEST SHALL BE CONDUCTED, AND MUST COMPLY WITH "GREENBOOK" "CLASS A" TOPSOIL PERMEABILITY RATE REQUIREMENTS. 15. 16. 17. 18. 19. 20. 21. 22. PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY LANDSCAPE ARCHITECT DUE TO CONDITION, FORM OR DAMAGE BEFORE AND OR DURING CONSTRUCTION. TREES LOCATED WITHIN 10' (TEN FEET) OF WALKWAYS OR OTHER SURFACE IMPROVEMENTS SHALL BE INSTALLED WITH ROOT BARRIERS ADJACENT TO THE WALKWAY OR SURFACE IMPROVEMENT. DO NOT INSTALL ROOT BARRIERS AROUND THE ROOTBALL. THE LENGTH OF THE ROOT BARRIER SHALL BE A MINIMUM OF10' (TEN FEET) FROM THE CENTER OF THE TRUNK IN BOTH DIRECTIONS OF THE TREE. ROOT BARRIERS SHALL BE MADE OF A RIB SYSTEM, POLYPROPYLENE MATERIAL WITH A MINIMUM THICKNESS OF 0.08 INCH AND A MINIMUM DEPTH OF 24 INCHES. ROOT BARRIER TO BE MANUFACTURED BY "DEEPROOT" OR EQUIVALENT. PLANTING TABLETS SHALL BE GRO-POWER PLANTING TABLETS 12-8-8 (12 MONTH SLOW RELEASE FORMULATION). ALL PLANTING BEDS SHALL HAVE THREE INCH MIN. THICK MULCH LAYER. MULCH SHALL BE FREE OF STICKS, STONES, CLAY OR OTHER FOREIGN MATERIAL. CONTRACTOR SHALL SUBMIT SAMPLE TO THE PROJECT LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO DELIVERY TO THE JOB SITE. ALL PLANTING SHALL BE GUARANTEED THROUGH THE ESTABLISHMENT PERIOD. TURF PLANTED FROM SEED SHALL HAVE A 120 CALENDAR DAY PLANT ESTABLISHMENT PERIOD. TREES AND SHRUBS, AND GROUNDCOVERS SHALL SHALL HAVE A 90 DAY ESTABLISHMENT PERIOD AND BE GUARANTEED FOR A PERIOD OF ONE YEAR, BEGINNING FROM THE DATE OF THE FINAL ACCEPTANCE OF THE ESTABLISHMENT PERIOD. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL AREAS IN A WEED AND DEBRIS-FREE CONDITION THROUGHOUT THE ESTABLISHMENT PERIOD. CONTRACTOR SHALL PROVIDE ADDITIONAL PLANT MATERIAL; IF ALL MATERIALS ARE NOT USED, THE CONTRACTOR SHALL CREDIT THE OWNER THE BALANCE OF THE AMOUNT. THE CONTRACTOR SHALL BID THE FOLLOWING MATERIAL IN ADDITION TO PLANTS SHOWN ON ATTACHED PLANS: 75 - 1 GALLON SHRUBS 25 - 5 GALLON SHRUBS 2 -24" BOX TREES ALL EXISTING PLANTING AND/OR IRRIGATION DESIGNATED TO REMAIN ON SITE SHALL BE PROTECTED IN PLACE. ANY EXISTING PLANTING OR IRRIGATION DAMAGED DURING THE COURSE OF THE PROJECT SHALL BE REPLACED IN KIND TO THE SATISFACTION OF THE CITY AND PER LANDSCAPE MANUAL REQUIREMENTS SEE SHEET LP-0.1 -PLANTING NOTES TREE PROTECTION NOTES (SEE ALSO SPEC SECTION 01 56 39 TEMPORARY TREE AND PLANT PROTECTION) 1. PROTECTION OF EXISTING TREES AND VEGETATION: PROTECT IN PLACE ALL EXISTING TREES AND VEGETATION ON SITE UNLESS OTHERWISE INDICATED TO BE REMOVED. PROTECT AGAINST CUTTING, BREAKING, OR SKINNING OF ROOTS, SKINNING AND BRUISING OF BARK, SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE. PROVIDE TEMPORARY GUARDS TO PROTECT TREES AND VEGETATION TO REMAIN. IF EXISTING TREE FAILS AND CITY FINDS 2. CONTRACTOR DID NOT TAKE NECESSARY PRECAUTIONS, TREE SHALL BE REPLACED IN KIND AND SIZE (MIN. SIZE 72" BOX). LANDSCAPE ARCHITECT TO REVIEW AND APPROVE ANY REPLACEMENT PLANT MATERIAL PRIOR TO PLACEMENT. CONTRACTOR SHALL MEET WITH ARBORIST AND PROJECT LANDSCAPE ARCHITECT TO REVIEW DEMOLITION AND GRADING WORK TO OCCUR WITHIN THE DRIP LINE OF EXISTING TREES. ALL WORK WITHIN CRITICAL ROOT ZONE SHALL BE DONE USING HAND TOOLS. WORK SHALL BE DONE IN A MANNER TO MINIMIZE DISTURBANCE OF TREE ROOTS AND SOIL.CONTRACTOR SHALL HAND EXCAVATE WITHIN THE DRIP LINE OF TREES TO BE 16. PROHIBIT HEAT SOURCES, FLAMES, IGNITION SOURCES, AND SMOKING WITHIN OR NEAR PROTECTION ZONES AND ORGANIC MULCH. 17. DEMOLITION SHALL BE ACCOMPLISHED WITHOUT HARM TO TREE ROOTS AND SOILS. HEAVY EQUIPMENT MAY BE USED ONLY IF REMOVAL CAN BE ACCOMPLISHED WITHOUT DAMAGE TO TREE ROOTS AND SOILS. IF REMOVAL CANNOT BE ACCOMPLISHED WITHOUT DAMAGE TO TREE ROOTS AND SOILS, CONCRETE SHALL BE REMOVED BY HAND. 18. WHEN TRENCHING WITHIN CRITICAL ROOT ZONE. USE HAND TOOLS ONLY. TUNNEL UNDER AND AROUND ROOTS 1" IN DIAMETER OR LARGER. 19. WHEN GRADING OR PLANTING WITHIN CRITICAL ROOT ZONE, USE HAND TOOLS ONLY. REMOVE EXISTING PLANT MATERIAL AND SOIL USING HAND TOOLS ONLY. REMOVE NO MORE THAN 2" SOIL AND REPLACE WITH NO MORE THAN A COMBINED TOTAL OF 4" PREPARED BEDDING MIX AND SURFACE MULCH. MULCH AND SOIL SHALL NOT CONTACT TREE TRUNKS OR COVER EXPOSED SURFACE ROOTS. PROTECTED IN PLACE. THE USE OF AIR AND/OR WATER JETTING AROUND TREE ROOTS TO REMAIN IS MANDATORY. UPON DISCOVERY OF ROOTS LARGER THAN 2" IN DIAMETER WITHIN 20. DEMOLITION AREA, CONTRACTOR SHALL CONTACT ARBORIST FOR SITE SPECIFIC WHEN PLANTING WITHIN CRITICAL ROOT ZONE DIG INDIVIDUAL SHALLOW PLANTING HOLES TO MINIMIZE DISTURBANCE OF EXISTING TREE ROOTS. ADJUST PLANTING HOLES TO ACCOMMODATE ROOTS MEASURING 1" IN DIAMETER OR LARGER. DIRECTION. 3. PRIOF'< TO CUTTING ANY TREE ROOTS IMPACTED BY CONCRETE REMOVAL AND REPLACEMENT, THEY SHALL BE INSPECTED BY ARBORIST. 4. UNILJllTERAL CUTTING OF ROOTS MUST BE PREVENTED UNLESS APPROVED BY A LANDSCAPE ARCHITECT. 5. ALL ROOT BARRIERS REMOVED OR DAMAGED DUE TO THE REMOVAL AND REPLACEMENT OF CONCRETE PAVING SHALL BE REPLACED TO THE SATISFACTION OF INSPECTOR. 6. ALL EXISTING TREES IDENTIFIED TO REMAIN AND BE PROTECTED IN PLACE, SHALL BE MAINTAINED IN THEIR CURRENT HEALTHY STATE FOR THE DURATION OF THE PROJECT AND THROUGHOUT CONSTRUCTION. 7. CONTRACTOR SHALL PROVIDE A TEMPORARY IRRIGATION SYSTEM OR HAND WATER EXISTING TREES TO REMAIN DURING THE CONSTRUCTION PERIOD. CONSULT ARBORIST FOR IRRIGATION SCHEDULE. 8. TREE PROTECTION FENCE IS TO BE INSTALLED AT BOUNDARIES OF ALL CRITICAL ROOT ZONES. INSTALL FENCING ALONG EDGES OF PROTECTION ZONES BEFORE MATERIALS OR EQUIPMENT ARE BROUGHT ON THE SITE AND CONSTRUCITON OPERATIONS BEGIN. CONSTRUCT FENCING SO AS NOT TO OBSTRUCT SAFE PASSAGE OR VISIBILITY AT VEHICLE INTEFtSECTIONS OR PEDESTRIAN CIRCULATION. REMOVE PROTECTION FENCING AFTER CONSTRUCTION IS COMPLETE. 8.1. 8.2. SECURL Y ATTACH BRIGHT ORANGE POLYETHELENE SAFTEY FENCING MIN. 4' TALL. PROVIDE MINIMUM 36" WIDE ACCESS TO ALLOW FOR MAINTENANCE ACTIVITES WITHIN THE TREE PROTECTION ZONE. SHEET, LEGIBLY PRINTED WITH NONFADING LETTERING, 3 -IN HIGH MIN BLACK CHARACTERS ON WHITE BACKGROUND. PLACE SIGNS APPROXIMATELY EVERY 20 FEET. 8.3. MAINTAIN PROTECTION ZONES FREE OF WEEDS AND TRASH 9. DO NOT PRUNE OR TRIM TREES. DO NOT SCUFF OR TEAR TREE ROOTS. DO NOT CUT OR DAMAGE ROOTS 2" IN DIAMETER OR LARGER. 10. HEAVY EQUIPMENT SHALL REMAIN ON EXISTING PAVING AT ALL TIMES. IF EQUIPMENT MUST ACCESS ROOT ZONE AREAS OFF PAVING, PROTECT GRADE BY PLACING 3/4" PLYWOOD ON GRADE. 11. EQUIF'MENT AND VEHICLES SHALL STAY OUT OF CRITICAL ROOT ZONE TO AVOID SCORCHING OF FOLIAGE, TWIGS AND LIMBS CAUSED BY EXHAUST. DO NOT DAMAGE TREE TRUNKS AND LIMBS BY CONTACT WITH EQUIPMENT AND VEHICLES. 12. DO NOT DEPOSIT SOLVENTS, FUELS, POWERED LIME OR OTHER HARMFUL MATERIALS IN OR NEAR TREE ROOT ZONE OR IN AREAS WHERE SUCH MATERIALS WILL LEAK OR WASH INTO TREE ROOT ZONE. 13. DO NOT PLACE SOIL IN EXCESS OF 3" ABOVE EXISTING GRADE IN CRITICAL ROOT ZONE AREAS. 14. DO NOT CHANGE SURFACE DRAINAGE OR IMPOUND WATER WITHIN DRIPLINE OF EXISTING TREE. 15. DO NOT USE EXISTING TREES AS TEMPORARY POWER POLE, BACKSTOP, WINCH SUPPORT, ANCHORAGE, OR OTHER SIMILAR FUNCTION. 21. MACHINE TILLING IN TREE ROOT ZONE IS PROHIBITED. EXISTING SOIL MAY BE TILLED USING A HAND HELD FORK TO A MAXIMUM DEPTH OF 2". 22. CONTRACTOR SHALL HAVE A LICENSED ARBORIST EVALUATE, PRUNE, AND TRIM EXISTING TREES TO REMAIN. LP-0.1 SHEET I 2 j . PRINT DATE, 07/14/2025 ••• SCHMIDT &\ • DESIGN ••• GROUP ·,1,0 ,CS,c"·" It .. ',,:,, ~. S-,., ~:,zo, CA ):>;~c, OIS>JUC•l~C l.C.•CA 1·,a I ~,1m: ,,i 1"!;9 m1>1nllO[SIG ... COM APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" DATE RCE ___ _ RCE ___ _ REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR AVIARA OAKS MIDDLE SCHOOL MODERNIZATION PLANTING NOTES f----+---+-------------+----+---+--+------, I APPROVED: c..~ ~ . PLANNING tt4' SEE SHEETS LP-1 0 -LP-14 -PLANTING LEGEND & PLANS SEE SHEETS LP-2.0 -PLANTING DETAILS DATE INITIAL ENGINEER OF WORK DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL OWN BY: CHKD BY: "'JM,L__ RVWD BY: JJ PROJECT NO. LPC2025-0007 DEV2023 0066 DRAWING NO. 543-4M PLANTING LEGEND: SYMBOL TREES 0 • ' SHRUBS -j/c 0 0 C) 0 0 0 SYMBOL SHRUB AREAS BOTANICAL NAME HETEROMELES ARBUTIFOLIA 'DAVIS GOLD' UPRIGHT FORM TABEBUIA IMPETIGINOSA AGAVE X 'BLUE FLAME' ALOE BARBERAE GREVILLEA X 'SUPERB' PHILODENDRON XANADU RHAMNUS CALIFORNICA 'EVE CASE' RHAPHIOLEPIS UMBELLATA 'MINOR' TECOMA STANS SIERA APRICOT BOTANICAL NAME am LOMANDRA LONGIFOLIA 'PLATINUM BEAUTY' + + + < > + + T T + + +e+++a+++++ <-> > + C T t + + + > • ' ' ' ' • ' ' + ;-• +++••······ T,+;•<·•>i-+i-+ ' ' > + ' > > + ' ' ·I SALVIA LEUCOPHYLLA 'POINT SAL' COMMON NAME SIZE DAVIS GOLD TOYON 24" BOX PINK TRUMPET TREE 36" BOX BLUE FLAME AGAVE 5 GAL TREE ALOE 24" BOX SUPERB GREVILLEA 5GAL XANADU PHILODENDRON 1 GAL EVE CASE COFFEEBERRY 5GAL DWARF YEDDA HAWTHORN 5GAL TECOMA SIERA APRICOT 5GAL COMMON NAME CONT MAT RUSH 5 GAL POINT SAL PURPLE SAGE 1 GALLON ~ SYMPHYOTRICHUM CHILENSE 'POINT ST. GEORGE' POINT ST. GEORGE PACIFIC ASTER 1 GAL GROUND COVERS I i ••• I r·····-1 .. , .... . ., . . . ~ • V V • ·> + • ' . . ., ., CARISSA MACROCARPA 'GREEN CARPET' TURF SOD REPAIR/REPLACE EXISTING PLANTING GREEN CARPET NATAL PLUM BANDERA HYBRlD BERMUDA EXISTING SHRUB AREA TO REMAIN, PROTECT IN PLACE. I I . ~ ~ .. ~ . ~ ' ., ., ., ., . ,, ' . ·, ., ., ' • ' . EXISTING TURF TO REMAIN, PROTECT IN PLACE. --------ROOT BARRIER PER SPECS -DETAIL4/LP-2.0 1 GALLON SOD WUCOLS DETAIL VERY LOW 1/LP-2.0 MODERATE LOW 2/LP-2.0 LOW LOW MODERATE VERY LOW LOW LOW WUCOLS SPACING DETAIL LOW 30" o.c. 2&3/LP-2.0 VERY LOW 30" o.c. LOW 30" o.c. LOW 30" o.c. 3/LP-2.0 MODERATE 5/LP-2.0 CAL GREEN SHADE CALCULATIONS: GREEN CODE PARKING SHADE REQUIREMENTS: TOTAL SF OF EXISTING PARKING LOT= 49,900 SF 50% SHADING REQUIRED= 24,950 SF EXISTING SHADE FROM TREES= 10,603 SF EXISTING SHADE FROM STRUCTURES= 15,410 SF TOTAL SHADING PROVIDED= 26,013 SF PERCENT SHADING PROVIDED= 52% GREEN CODE HARDSCAPE SHADING REQUIREMENTS: TOTAL SF OF PROPOSED HARDSCAPE= 20,900 SF (NOT INCLUDING PARKING IMPROVEMENTS) 20% SHADING REQUIRED= 4,180 SF PROPOSED SHADING FROM TREES= 2,273 SF PROPOSED SHADING FROM STRUCTURES= 2,088 SF TOTAL SHADING PROVIDED= 4,361 SF PERCENT SHADING PROVIDED= 21% GREEN CODE LANDSCAPE SHADING REQUIREMENTS: TOTAL SF OF LANDSCAPE PLANTING= 10,906 SF 20% OF SHADING REQUIRED= 2,181 SF TOTAL SHADING PROVIDED= 3,542 SF PERCENT SHADING PROVIDED= 32% PRINT DATE: 07 /14/2D25 ••• SCHMIDT •• 1 DESIGN ••·• I ~•oue ·1n so,,,c,.,ce st., ,,,;,. C•, S.oc, o,;:o, CA "'" ow2x.,,,u L •:.c,,m, 1,r,m1M ,n9 SCHMmrOESIGN.COM APPROVED FOR !RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" DATE RCE ___ _ RCE __ _ REVIEWED BY: LP-1.0 INSPECTOR DATE f-----+--+----------+----+-+----+----, I S2H~OET 11 CITY OF CAR LS BAD I ~=:::::'_.':::· =====PL::::A==N=N==IN::::G=::::Dl=Vl:=S::::10::::N====~· SEE SHEET LP-0.1 -PLANTING NOTES SEE SHEETS LP-1.0 -LP-14 -PLANTING LEGEND & PLANS SEE SHEETS LP-2.0 -PLANTING DETAILS DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: AVIARA OAKS MIDDLE SCHOOL MODERNIZATION PLANTING LEGEND APPROVED: /#,,. PLANNING OWN BY: CHKD BY: ~JM,,.__ RVWD BY: JJ r PROJECT NO. LPC2025-0007 DEV2023 0066 DRAWING NO. 543-4M SEE SHEET LP-0.1 -PLANTING NOTES SEE SHEETS LP-1.0 -LP-1.4 -PLANTING LEGEND & PLANS SEE SHEETS LP-2.0 -PLANTING DETAILS II"---I be 0 z 0 10 20 SCALE : 1" = 20'-0" 40 DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PRINT DATL D7/14/2D25 ••• • • ••• c.-,.210:ao, SCHMIDT DESIGN GROUP .:C,-;,, ''lS ! N'/ ,c; :,le J•",'I S{ H ,V,tDT o, sou~ ,c OM APPROVED roR !RR/GA T!ON AND PLANTING ONLY, INCLUDING PR[C!S[ LOCA T!ON or PLANTING AREA. "AS BUil T" DATE RCE RCE REVIEWED BY: DATE LANDSCAPE IMPROVEMENT PLANS FOR: AVIARA OAKS MIDDLE SCHOOL MODERNIZATION PLANTING PLAN I APPROVED: PLANNING OWN BY:""-"-- CHKO BY: =JM"----- RVWO BY: JJ I PROJECT NO. LPC2025-0007 DEV2023-0066 DRAWING NO. 543~4M SEE SHEET LP-0.1 -PLANTING NOTES SEE SHEETS LP-1.0-LP-1.4-PLANTING LEGEND & PLANS SEE SHEETS LP-2.0 -PLANTING DETAILS 0 ., 10 20 40 SCALE: 1" = 20'-0" DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LP-1.2 1 5 28T II PRINT DATE: 07/14/2025 ••• • • ••• SCHMlDT 1 DESIGN GROUP n;c "°"''''"' s,. s. teG. s,-D,eso.CA ,me ,:·,rn-'"' sc>,,'lr>TOESIGN.rn,., APPROVED FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. "AS BUil T" DATE RCE RCE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD I PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: AVIARA OAKS MIDDLE SCHOOL MODERNIZATION PLANTING PLAN I APPROVED: PLANNING UUt~ f,!t,jD(A;/2", I OWN BY: 10 PROJECT NO. DRAWING NO. CHKD BY: JM LPC2025-0007 543-4M RVWD BY: JJ DEV2023-0066 • >JJ<J ' ~-.>Cf\] ---.i'-\ ~- ··---:-,c:,1)s-- --._ ;{_ ---- ------- --~~~fSE<r:R~Es·----------------------: \ ----- X \ __ f5".!.A·7-- -------- --------------------·------- -------·----------------------- -----------------. ·--, _____ _ ------------ r-1 x--- \ 7: FIRE LANE i_ I ' ) ., '. ·\ ·\ "\_ ,. '-' ~ ' 0.. __J f-w w I (/) w w (/) w z __J ' I ',,'"'-'"'- ____ _____::J SEE SHEET LP-0.1 -PLANTING NOTES I i I t i I I L '170.ll6 i I ' l ./ ·1~' /i I \ ! ' I \ j I I ' ' ! i ! i I SEE SHEETS LP-1.0 LP-14-PLANTING LEGEND & PLANS SEE SHEETS LP-2.0 PLANTING DETAILS I I, 0 z '169.6 1 139,43 X 169.5'1 y "i69.33 109 n " X •\ (!) r ,, ,, i I, ! ,, ' ' i' ! ' \ I I I I 'i I C':'.j \ j ' ' ' ,, \ ) ' . I I I '16[!·43 , I I I I ·, ' I I -j I ,, '' I• ' n..r-i 0 10 SCALE 20 1" 40 :20'-0" t66A5 "165 ()2 X ------------ -----------"'----------------__ _ __ -~(l.W.Ui'!D-M0T-VISIO[C ------------ -----x-- rn7.62 I 165.32 -x-- ·------------- ·------- ----- ----------------·--··------- 7 "157..3.1.--------------·----------- ·------. -. __ _ ----------- ----------. ----___ --- •, ----·-----. _______ _ ----. ___ _ ---------- ----------x --·---------x--- / / ) I / , -----------x- 165,7<1 "165,37 X ·<, .• _._, "· . tw_~J&;[;f,] DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ---. _ ' , -✓ , . 1.4:ti?:8!.""':fl .,\~i;T•J?'?;:f{!;!.- DATE INITIAL OTHER APPROVAL -----'-.._ ,165'68 PRINT DATE: 07/14/2025 ••• ! SCHMIDT • • !JESlGN ••• GROUe ,,•o kse•,;•.sSt, ,, Le'.S ~'" ),,,. C/, ,.n;o ,,.,.,,c-·ac,, ,1c.:.,m,1~•1n ,1<rnSS1 SC "•"' OT o, SIG< J ,co;., APPROVED FOR /RR/GA T/ON AND PLANTING ONLY, INCLUDING PR[C/S[ LOCA T/ON OF" PLANTING AREA. "AS BUil T" DATE RCE ___ _ , , "'" ¥ ' , -\E.0..~±2.E.~'i-[~l?f"iJj;;y:;~ , ~ DATE lNITIAL CITY APPROVAL REVIEWED BY: LP-1.3 INSPECTOR DATE SHEET 29 CITY OF CARLSBAD PLANNING DIVISION FOR: SCHOOL LANDSCAPE IMPROVEMENT PLANS AVIARA OAKS MIDDLE MODERNIZATION PLANTING PLAN I APPROVED: PLANNING DWN BY:""-"-- CHKD BY: =JM~_ RVWD BY: JJ PROJECT NO. LPC2O25-OOO7 DEV2O23-OO66 DRAWING NO. 543-4M N ~ I 0... _J f-w w I VJ w w VJ w z _J I I \ \ SD X (_) --1-8-~l:-------, SEE SHEET LP-0, 1 -PLANTING NOTES 'J SEE SHEETS LP-1.0-LP-1.4-PLANTING LEGEND & PLANS SEE SHEETS LP-2.0 -PLANTING DETAILS 11'--,I t 0 z 0 10 20 40 SCALE 1" = 20'-0" i ,, ¥ •; ' . , , tfj"<.:fr":K.(;0W!. , ~:•'B.·-~·'7-'0"'e.;< ,x //" / '<' , . , -1/ , , ,'16:J,.G7, Sn •i62.5C V X DATE INITIAL , . ., , £~~tT,f,;j, ; ' ' ~:iE~'.i-Jt:rl ;<-----,_-,,; , -----/ / / ---scr ENGINEER OF WORK REVISION DESCRIPTION '16'\JJO iFY,.50 X ··-so. SD so / ---x---- DATE INITIAL DATE INITlAL OTHER APPROVAL CITY APPROVAL PRINT DATT:: 07/14/2025 ••• SCHMIOT • • DESIGN ••• tlROUP ,ro :,.,_,,,,,, ,,_;._ ,, ~ ,, .~,..,.cA n-.,o c,;Sd6,-'f,1 _cc :.,1•Js.,,•121s '""''" SCEO.'<'IDTOeSIGN.COM APPROVED FOR /RR/GA T/ON AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" DATE RCE RCE ___ _ REVIEWED BY: LP-1.4 INSPECTOR DATE SHEET I 30 CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: AVIARA OAKS MIDDLE SCHOOL MODERNIZATION PLANTING PLAN I APPROVED: PLANNING DWN BY:. lllJ __ _ CHKD BY: JM RVWD BY: 'JJ-,----- PROJECT NO. LPC2025-0007 DEV2023-0066 ~/19/'CI;: I 1 DATE DRAWING NO. 543-4M \ 2 0 0 >-O'. f-(l_ lJ.. _j ~ 7 w w < U>u 4 ~ ::l LL O'. 0 0 < z 2 8 W:::,o ~ 0 f-3 () O'. f-- ~(.')O _, "" ~ 3" II -z 2 2 9 0 , h 1 LEGEND: CD PLANTING BACKFILL PER NOTES AND SPECIFICATIONS. ® ROUGHEN SIDES AND BOTTOM OF PIT. ® FINISHED GRADE © "CINCH-TIE" MANUF. BYV.I.T. COMPANY, INC .. ATTACH PER MANUF. SPEC'S. AND SECURE WITH FURRING NAIL AT STAKE. ® 3 INCH MULCH LAYER, 36" MIN. ® ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE. 17\ (2) 2" DIA. X 8' LONG LODGEPOLE STAKES. V NOTE: USE TWO STAKES FOR TREE'S 15 GALLON AND LARGER ® WATER BASIN. ® PLANTING TABLETS PER NOTES AND SPEC'S. @ SOIL BALL RESTING ON FIRM SOIL TO AVOID SETTLING. NOTE: A. MAINTAIN A 36" CIRCLE OF MULCH AROUND ALL TREES B. REMOVE NURSERY STAKE C. KEEP BARK MULCH 12" ABACK FROM TREE TRUNK 0 TREE PLANTING 1r------------NO SCALE 6 LEGEND: CD EXISTING SUBGRADE ® AMENDED PLANTING BACKFILL PER PLANTING NOTES & SPECIFICATIONS (SEE PLANS) ® ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE. © FINISHED GRADE ® 3" MULCH LAYER INSTALLED BEFORE PLANTING ® PLANT TYPE AND SPACING AS SPECIFIED ON PLANS (j) EDGE OF PLANTING AREA , •' LEGEND: CD PLANTING BACKFILL PER NOTES AND SPECIFICATIONS ® ROUGHEN SIDES AND BOTTOM OF PIT ® FINISHED GRADE 6 © 3" MULCH LAYER =~::::::::;~c;-_ i ;7115:::::::;;;.;;:;;;~~~~~~.;;;_;;;.;i.. ~. :cJ 11~~ t3" ® ROOTBALL SLIGHTLY HIGHER THAN :::::.. ·==111 .·· . · ...... I ,c 111~ ; ; I FINISHED GRADE G c;,i-1,c"···· •••• • ..•.. ,111; "-._ ® WATER BASIN -----i 7 LEGEND CD 24" DEEP ROOT BARRIER PER SPECIFICATIONS/ EXTEND 10' FROM TRUNK OF TREE IN EACH DIRECTION ALONG FACE OF PAVING, CURB, WALL, ETC. ® CONCRETE PAVING PER PLAN (WHERE APPLICABLE) ® EXTEND TOP OF ROOT BARRIER 112" MINIMUM ABOVE FINISHED GRADE © TREE PLANTING PER DETAILS (j) SOIL BALL RESTING ON FIRM SOIL TO AVOID SETTLING NOTES: A. KEEP MULCH 2-3" FROM TRUNK OF TREE OR SHRUB TYP. LEGEND: 1 CD EXISTING SUBGRADE ® DISTANCE FROM EDGE OF PLANTER TO CENTER OF PLANT TO BE 112 THE SPECIFIED SPACING 1 . - .. PER PLANS ® CONCRETE CURB (WHERE APPLICAB LE) ® 7.5" DEPTH AMENDED SOIL PER NOTES AND SEE SPECS NOTE: A. KEEP MULCH 2-3" FROM TRUNK OF TREE, SHRUB, OR GROUNDCOVER TYP. ® GROUNDCOVER PLANTING 3--------NO SCALE -- -Q , • . , . • • • .Q. Q., •• , , . ----~ -----~ NOTES: LL INSTALL A. CONTRACTOR SHA AND ASSEMBLE RO PER MANUFACTUR RECOMMENDATION OT BARRIER ERS s 4 r----------0 ROOT BARRIER NO SCALE SEE SHEET LP-0.1 -PLANTING NOTES :jl SEE SHEETS LP-1.0-LP-1.4-PLANTING LEGEND & PLANS SEE SHEETS LP-2.0 -PLANTING DETAILS DATE INITIAL ENGINEER OF WORK ® FINISHED GRADE © SOD PER PLAN 0 TURF PLANTING NTS DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PRINT DATE: 07/14/2025 ••• SCHMIDT • • DESOGN ••• GROUP SCtl/,1'DTDES1Gt<.C0.\1 APPROVED F'OR !RR/GA T!ON AND PLANTING ONLY, INCLUDING PRECISE LOCA T!ON or PLANTING AREA. "AS BUil T" DATE RCE RCE REVIEWED BY: LP-2.0 INSPECTOR DATE I s31ET 11 CITY OF CARLSBAD I PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: AVIARA OAKS MIDDLE SCHOOL MODERNIZATION PLANTING DETAILS APPROVED: ~h,,,11 #; -9,C'f[Z'> PLANNING , DATE OWN BY: "' PROJECT NO. DRAWING NO. CHKD BY: JM LPC2025-0007 543-4M RVWD BY: JJ DEV2023-0066