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Home My WebLink AboutDWG 475-9L; CUP 10-10; KINGDOM HALL; 01-15PRELIMINARY LANDSCAPE STATEMENT THE LANDSCAPE AND IRRIGATION FOR n-ns PROJECT WILL CONFORM TO THE CITY OF CARLSBAD LANDSCA~E STANDARDS, SCENIC CORRIDOR, AND THOSE OF THE Vll.u'.GES OF LA COSTA GREENS MASTER PLANS. 80% OF LANDSCAPE AND IRRIGATION WAS INSTALLED AND HAS BEEN OPERATIONAL SINCE INSTALLED BY JhRROW DEVELOPMENT SEVERAL YEARS AGO, INCLUDING CONTROLLER, MAIN LINES, VALVES, LATERALS, QUICK COUPLERS, WIRING, AND HEADS. EXTRA VALVES AND WIRE WERE ALSO INSTALLED AT THAT TIME FOR FUTURE USE. THE ENTIRE PROPERTY WILL BE MAINTAINED BY OWNER. THE MAINTENANCE OF THIS PROJECT WILL BE SPECIFIED IN A MAINTENANCE MANUAL THAT DESCRIBES E?,CH PLANT, INCLUDING ANY EXISTING, WITH PICTURES, AND PROPER MAINTENANCE OF EACH PLANT, DETAILING IRRIGATION TIMIN_~, PROPER FERTILIZING, PRUNING, AND FUTURE REPLACEMENT. THERE WILL BE A SCHEDULED ROUTINE OF ALL MAINTENJ\NCE, INCLUDING FIRE ABATEMENT, BASED ON MONTHLY, QUARTERLY AND YEARLY, ALONG WITH DOCUMENTING WORK D\)NE AND WHEN. THIS REPORTING IS THE RESPONSIBLY OF THE MAINTENANCE COMMITTEE APPOINTED BY OWNER. A LANDSCAPE CONTRACTOR WILL BE OVERSEEING THE ENTIRE PROJECT ON A QUARTERLY BASIS, AND MAKING ANY FURTHER ADJUSTMENTS TO MAINTENANCE AND IRRIGATION MONITORING, AS WELL AS NECESSARY PLANT OR IRRIGATION HEAD REPLACEMENT. ALL EXISTING TREES AND PLANT MATERIAL, AS WELL AS IRRIGATION ON THE ENTIRE PROPERTY, INCLUDING ALL SLOPES WILL BE RETAINED AND MAINTAINED ON A REGULAIR BASIS AND IS THE RESPONSIBILITY OF OWNER AND HIS DESIGNATED MAINTENANCE COMMITTEE. LANDSCAPE DESIGN AND PLAN IS SET TO USE 100% RECYCLED WATER WHEN AVAILABLE. THE SYSTEM WILL USE POTABLE WATER UNTIL SUCH TIME. ALL NEW ADDED IRRIGATION WILL BE OF RECYCLED WATER DESIGNATION TO MATCH SAME EXISTING. FIRE ABATEMENT MAINTENANCE WILL BE ON A MONTHLY BASIS AND INCLUDED WITH SITE MAINTENANCE AND DOCUMENTED. EXISTING LANDSCAPE IS TO REMAIN AS APPROVED ON CITY DRAWING 430-4L. WATER CONSERVATION STATEMENT IN RECOGNITION OF WATER AS A LIMITED RESOURCE IN SOUTHERN CALIFORNIA, THE FOLLOWING MEASURES WILL BE UNDERTAKEN TO REDUCE THIS PROJECT'S DEMAND ON THE CITY OF CARLSBAD'S AVAILABLE WATER SUPPLY: 1. THE IRRIGATION SYSTEM WILL BE AUTOMATIC AND WILL INCORPORATE Low VOLUME SPRAY EMITTE~S AND CONVENTIONAL LOW ANGLE SPRAY HEADS. IRRIGATION VALVES SHALL BE SEGREGATED TO ALLOW FOR THE SYSTEM OPERATION IN RESPONSE TO ORIENTATION AND EXPOSURE. i 2. TURF WILL BE RESTRICTED TO HIGHLY VISIBLE STREET FRONT AREAS AND/OR AREAS WHICH MA)' RECEIVE SIGNIFICANT AMOUNTS OF USE AND ENJOYMENT BY THE PROPERTY OWNER. ANY SPECIFIED TURF WILL HAVE RELAtlVELY Low WATER AND MAINTENANCE REQUIREMENTS. 3. PLANT MATERIAL WILL BE SPECIFIED IN CONSIDERATION OF NORTH, SOUTH, EAST, AND WEST EXPOSUR~~- 4. SOIL WILL BE AMENDED AND PREPARED TO PROVIDE HEALTHY PLANT GROWTH AND COVERAGE ~ND TO PROVIDE FOR MAXIMUM MOISTURE RETENTION AND PERCOLATION. PLANTER BEDS WILL BE MULCHED TO RETAI~ SOIL MOISTURE AND REDUCE EVAPOTRANSPIRATION FROM THE ROOT ZONES. 5. AN IRRIGATION SYSTEM SHALL BE PROVIDED AS REQUIRED FOR THE PROPER IRRIGATION, DEVELOPM~NT AND MAINTENANCE OF THE VEGETATION. THE DESIGN OF THE SYSTEM SHALL PROVIDE ADEQUATE SUPPORT OF THE VEGEfATION SELECTED, 6. IRRIGATION: AN AUTOMATIC, ELECTRONICALLY CONTROLLED IRRIGATION SYSTEM SHALL BE PROVl~kD AS REQUIRED FOR PROPER IRRIGATION, DEVELOPMENT, AND MAINTENANCE OF THE VEGETATION IN A HEALTHY, DISEASE"~ESISTANT CONDITION. THE DESIGN OF THE SYSTEM SHALL PROVIDE ADEQUATE SUPPORT FOR THE VEGETATION SELE(aTED. ALL PROPOSED IRRIGATION SYSTEMS WILL USE AN APPROVED RAIN SENSOR SHUTOFF DEVICE. SYSTEM SHALL eiE DESIGNED UTILIZING OVERHEAD SPRAY AND BUBBLER TYPE SPRINKLER NOZZLES. A SMART CONTROLLER SHALL BE UTILIZED IN THE DESIGN TO ENSURE THAT ALL PLANT MATERIAL IS WATERED BASE ON PLANT NEEDS AND LOCAL EVAPOTRAN[~PIRATION RATES. AN AUTOMATIC RAIN SHUT-OFF DEVICE SHALL BE INSTALLED IN CONJUNCTION WITH THE SMART CONTROL .ER I 7. ALL SITE IRRIGATION SHALL BE FED BY THE EXISTING 8" RECYCLED WATER LINE WHEN RECYCLED WATER IS AVAl!-ABLE ON-SITE. THE IRRIGATION SYSTEM SHALL BE DESIGNED FOR RECYCLED WATER USAGE. 8. ALL REQUIREMENTS OF THE CITY OF CARLSBAD WATER ORDINANCE ARE TO BE MET AS DEFINED BY MUNICIPAL CODE CHAPTER 18.50. LONG TERM MAINTENANCE ALL REQUIRED LANDSCAPE AREAS TO BE MAINTAINED BY OWNER. THE LANDSCAPED AREAS SHALL BE MAINTAINED FREE OFF DEBRIS AND LITTER AND ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION. LANDSCAPE AS PART OF THE PROJECT SHALL BE MAINTAINED AND IRRIGATED FOR THE LIFE OF THE PERMIT. ROOT BARRIER NOTE ROOT BARRIERS WILL NOT BE WRAPPED AROUND THE ROOT BALL. (UNIVERSAL TYPE OR SIM.) AREA CALCULATIONS TOTAL SITE AREA: PERCENTAGE OF TOTAL SITE USED FOR LANDSCAPING: PERCENTAGE OF LANDSCAPE AREA OF ZONE ONE PLANTINGS (LUSH): PERCENTAGE OF LANDSCAPE AREA OF ZONE TWO PLANTINGS (REFINED): PERCENTAGE OF LANDSCAPE AREA OF ZONE THREE PLANTINGS (NATURALIZING/TRANSITIONAL): PERCENTAGE OF LANDSCAPE AREA OF ZONE FOUR PLANTINGS (NATIVE): PERCENTAGE OF TURF AREAS ON-SITE: LEGEND ZONE ONE PLANTINGS (LUSH)* 228,670 SF (5.2 ACRES) 75% (171,680 SF) 5% (9,050 SF) 0% (0 SF) 95% (162,630 SF) 0% (0 SF) 0% (0 SF) • REMAINDER OF SITE PLANTINGS ARE ZONE THREE PLANTINGS (NATURALIZING/TRANSITIONAL) ZONE ONE PLANTINGS ARE LIMITED TO A SMALL AREA AT THE FRONT OF THE CHURCH WHERE LUSH PLANTINGS ARE OFFERED AS A DONATION AND WITHIN BIO RETENTION AREAS C:\DRAWING FILeSfflTLE SKEETS\)000(.PWG 413/2012 CAMINO VIDA ROBLE CARLSBAD, CA LOCATION MAP KEY MAP CITY OF OCEANSIDE HIGHWAY >& PACIFIC OCEAN mLa•Sl\ Y._.f 363 5th Avenue, Suite 201 Sur. Dfsgo, California 92101 ---J'- CITY OF ENCINITAS DI NOTTO SCALE . CITYOF SITE ,_.-\ I SAN MARCOS 7 • I • I RT DIAL TOLL FREE 1 • BOO· 422 • 4133 AT LEAST TWO DAYS BEFORE YOU DIil VICINITY MAP Las Palmas Dr. PHASE 1 ----) SITE ✓ r /, NOTTO SCALE / GEMENTA -- t.-4.0/6.0 ---~~ - SCALE 1":e10D' ' 12.07.12 1st CD SUBMITTAL REVISIONS 12.21.12 2nd CD SUBMITTAL REVISIONS 01.10.13 3rd CD SUBMITTAL REVISIONS 07.15.13 /1\ CONSTRUCTION CHANGE DATE lt\llT!AL PROJECT NO. CUP 10-10, SUP 10-03 DRAWING INDEX: SHEET TITLE SHEET NUMBER TITLE SHEET L-1.0 1 RECYCLED WATER Pl.ANS L-2.0 2 FIRE PROTECTION Pl.ANS L-3.0 3 /RR/GA TION Pl.ANS L-4.0/4.1 4/5 IRRIG. LEGEND & NOTES L-4.2 6 IRRIGATION DETAILS L-5.0/5.1 7/8 Pl.ANTING Pl.ANS L-6.0/6.1 9/10 Pl.ANTING LEGEND & NOTES L-6.2 1 1 Pl.ANTING DETAILS L-7.0 12 LANDSCAPE SPECIF/CATIONS L-8.0/8.1/8.2 13/14/15 DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FDR 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 JS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. BY: David MQCullough MLASD, Inc. 363 5th Avenue #201 San Diego CA 92101 ---------------------··-------- PHONENO: ( ) REGISTRATION NO: 619 296-3150 #4048 EXP/RATION DA TE: WATER EFFICIENT LANDSCAPE DECLARATION: 12·31-14 08.1.2013 I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULA T/ONS. I HA VE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND TH£ LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. BY: David McCullough MLASD, Inc. 363 5th Avenue #201 San Diego CA 92101 08.1.2013 -----------·····-- PHONE NO: ( ) __ 619 296-3150 REGISTRATION NO: #4o4s EXP/RATION DAT£: 12•31•14 'BACK.FLOW PREVENTER TESTING: ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND TH£ CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER'. APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT: HTTP:/JWWW.CARLSBADCA.GOV/SERVICES/DEPAR™ENTS/WATER/DOCUMENTS/RECYCLEDWATERBACKFLOWTESTERLIST.PDF FOR RECYCLED OR HTTP://WWW.CARLSBADCA. GOV/SERVICES/DEPAR™ENTS/WATER/DOCUMENTS.M'ATERBACKFLOWTESTERLIST.PDF FOR POTABLE OR CALL (760) 438-2722. 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. 'CERT/FICA TION OF COMPLETION" FORM FAX TO: (760) 944-8943. LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602-4602. PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR SHALL CONTACT TH£ 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. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE I SH~ET I Lill CITY OF CARLSBAD PLANNING DIVISION 5 =-·l:r.a ·J~ u-it LANDSCAPE DEVELOPMENT PLAN KINGDOM HALL CAMINO VIDA ROBLE, CARLSBAD TITLE SHEET L -1 . 0 APPROVED: /1,~ Cf., t.!.l~it ~ . ~-a-1"> PLANNING DWN BY: M/11:lil PROJECT NO. DRAWING NO. DATE INmAL DATE INITIAL DAVID ta/ (619)296-3150 fax (619) 501-7725 www.miasd.com DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: CUP 10-10 475-9L RVWD BY: UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA GENERAL NOTES RECYCLED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EA TING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR MISTING. 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 STRJCTL Y 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 DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 P.M. TO 6:00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECT£D T£RTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. /RR/GA TION DURING PUBLIC US£ P£RIODS WITH DISINF£CT£D TERTIARY RECYCLED WATER SHALL BE UNDER TH£ SUP£RVISION OF THE DESIGNATED US£R SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BEno/EEN THE HOURS OF 10:00 P.M. TO 6:00A.M. 9. BURIAL OF ALL WIRING AND PIPING SHALL M££T CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHITHER 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 OFA TYPE DESIGNED FOR THE USE ON R£CYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S 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. AU IRRIGATION PIPE SHAU BE STENCILED WITH WARNING, "NON-POTABLE OR RECYCLED WATER", COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE R£CYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULA TORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN ATLEASTTWELVEJNCHESCROSSING SEPARATION BETI"IEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUSTBEINSTALLEDABOVEA POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHAU BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHAU 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 SUP£RVJSOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM WITHIN THE PROPERTY WITH THE BASIC CONCEPTS OF BACKFLOWJCROSS-CONNECTJON 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 Gary Hu/lbert AT 760-518-0422 OR AFTER HOURS CONTACT Gary Hu/lbert AT 760-518-0422 22. AU 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/DR DESIGNATED OUTDOOR EA TING AREAS ON THE SITE. 24. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHAU BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 25. AU 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 BETI"IEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT http.j/www.carlsbadca.gov/services/departmentsjwater/Documents/ recycledwaterbackflowtesterlist.pdf for recycled or hffp:J/www.carlsbadca.gov/services/ departments/water/Documents/waterbackflowtester/ist.pdf for potable or ca/1438-2722. 12" X36" SIZE / BLACK LOGO / PURPLE BACKROUND I '" ~ 1" BLACK LETTERS ,r / ·I (N.T.S.) WARNING RECYCLED WATER DO NOT DRINK SH HANDS AFTER CONTACTING LAVESE US MANOS DESPUES DE USAR ----------- 1" BLACK LETTERS 2" BLACK LETTERS .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS TYPICAL SIGNS C:\DRAWING FILES\TITLE SHEETS\RECYCLED WATER TITLE SHEET.DWG 4/3/2012 PROJECT NO. CUP 10-10, SUP 10-03 RECYCLED WATER SYSTEM (PRIVATE) SHEET TITLE SHEET NUMBER C) C) TITLE SHEET L-1.0 1 IRRIG. LEGEND & NOTES L-4.2 6 IRRIGATION PU\NS L-4.0/4.1 4/5 IRRIGATION DETAILS L-5.0/5.1 7/8 CAMINO VIDA ROBLE, CARLSBAD, CA C\J er) 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 P.M. AND 6:00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT A~ TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. B. IRRIGATE IN A MANNER 11-iAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED 11-iE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAYBE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., 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, REGARDJNG 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 AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR 3. ATTACH TO VALVE COVER Willi 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 IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. /TH THE APPROVED THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE W LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTEC TION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. BY: David McCullough MLASD, Inc. 363 5th Avenue #201 San D iego CA 92101 PHONENO: ( ) __ 619~2=9=6·~3~15=0~ _____ _ REGISTRATION NO: ~#~4=0~4=8 ___ _ EXPIRATION DATE.: 12-31-14 DI _T 08.1.2013 In Order to ConseJVe Water ... ---- RECYCLED WATER IN \,JSE ,,, ~ DO NOT -i;. 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L""~~-;~:/~~~~{~~~-T~;:~ -·: ;ff Jr,~',_ ~--"'-'-1\ \ I~~-, -~.::~~.:. ~<~,:/~' ::_. ... ~~~>~·Z2:.~'.-~.:~ .. ~7-~-~<-~.,~~~---·-----, -·-·· ----··~-. --···--.... ~ : --~ -~------------~. ~:;~::;;::,~~~~~'"~ ',, :; :'_ //• ,• ~ I -.·. -:-~ -i ···-.. ----.··ri / .. < i . · __ · · · ·· ---~ -. --~ · · --:.: .. _~-·!,,_-·> •. .-:-:.· .. ,.:;?:•.~;-_i._.-.-:,;-/;· .. >·.-:>,/.:;.,.-< ... :> . .':, .. ·-, .. :;->.-·''/•·:·i.,\·.;·'.":+,./,.,1,,,1-;•-...,,..,. ~ ':-----...,;;,,--~·_·-,,<1.;(:;-./:--:;:.,,,· . · ·· .. · -.'·., ·, ·.· , i.-ir--: ;§i ~ \\ '\-.'.;.-J. , 1,··\1,.',~D,..,, •, 1 ,, ~~:'/-:"·:.:·:=:,.,,;, .. /•.·-1'"f~,·--Ji 1 '-t,·1 ', ,,_ '·1\, \_\ __ \ \_ "1( ,, ·.·•···.·t' . -~. ·<' .. ·. . . .. • . ·. •. J· ·. ') .. ... .. 'fl../ c; .• ....•• ·t•·· -; ';,, J~· -- AREA ENLARGEMENT B SEE SHEETL-4.1/6.1 u , , ---I -----------I _ ___..,...,- L -----,-------- 80 0 40 80 ~--I l TO THE KNOWLEDGE OF THE L.A .. THERE ARE NO EXTERIOR DRINKING WATER FOUNTAINS. PLAYGROUNDS, WATER FEATURES OR SWIMMING POOL ON THIS PROPERTY. 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 IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. BY: David McCullough MLASD, Inc. 363 5Ih Avenue #201 San Diego CA 92101 08.1.2013 PHONE. NO: ( ) __ REGISTRATION NO: 619 296-3150 #4048 INSPECTION PROCEDURES EXP/RATION DATE: 12-31-14 CITY OF OCEANSIDE HIGHWAY 7/J l AREA ENLARGEMENT A SEE SHEET L-4.0/6.0 -------.. LEGEND CJ t:,, -. -. - ~-: ___ .:,] eo~-i ; T,I --w--w---- ---· RW -----··------· F F 1 2 3 4 5 6 7 RECYCLED WATER USE AREA DO NOT DRINK SIGN SEE DETAIL M/SHT.L-5.1 RECYCLED WATER PURPLE MAINLINE RECYCLED WATER PURPLE VALVES POTABLE WATER METER RECYCLED WATER METER BACKFLOW PREVENTION DEVICE (POTABLE WATER) TO BE INSTALLED PER CMWD TEST STATON (RECYCLED WATER) PER CMWD POTABLE WATER LINE RECYCLED WATER PRESSURE SUPPLY LINE FIRE SERVICE LINE PICNIC AREA (PROTECTED AGAINST CONTACT WITH RECYCLED WATER) PROPERTY LINE PROPOSED POTABLE WATER -BACKFLOW PREVENTER EXISTING FIRE HYDRANT POTABLE WATERLINE EASEMENT UTILITY EASEMENT PROPOSED POTABLE WATER -DOUBLE CHECK VALVE AND FIRE HYDRANT SDGE ACCESS ROAD 1. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE: -~~ _\ r A. REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED WATER ~ APPROVED FOR IRRIGATION AND LINES (HORJZONTAU Y AND VERT/CALLY). \\ 8. PIPE /DENT/FICA TION. ~ '.Ii d NOTTO PLANTING ONLY, INCLUDING PRECISE C. SLEEVING AT CROSSINGS. ~ ;,-. SCALE LOCATION OF PLANTING AREA -Q C,q!< ~ ~ D. APPROPRIATE MATERIALS AND MARKINGS, INCLUDING PROPER QUICK " IY COUPLERS. \\,.. ~0h 'tvo 'j ~> ,.0 CITY OF VISTA COUNTY OF SAN DIEGO AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY ~ \. pALONl/>J\ ~~ROAnU DEPARTMENT OF ENVIRONMENTAL HEAL TI, -IAND AND WATER QUALITY DIVISION HEALTH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. ~~ \ a~~ {) 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: \~ I'-, ~o S---11-IJ A. SJGNAGE INSTALLED PER PLAN. ~ CITY OF GLENN LEEKS DATE ~AO SAN MARCOS B. CONTROLLER STICKERS. '1l> ' ENVIRONMENTAL HEALTH SPECIALIST C. TAGGING OF VALVES. "<> ALGA ' D. COVERAGE TEST AFTER COMPLETION OF THE. SPRINKLER SYSTEM TO 4'-l "AS BUil T" ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER . ~ ,._'<: .·.·. .• ·-.· -·.·_.· _--.j I USE. .·.·,· .. . cos~V AVE E. AU ASPECTS OF THE /RR/GA TJON CONDITIONS INCLUDING WINDBLOWN PACIFIC \% \.1' TITLE DATE OCEAN 2 SPRAY, RUNOFF, AND PONDING. I REVIEWED BY: F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, £TC. _,_____ H. CROSS-CONNECTION TEST IF RE.QUIRED. ~ I. COLOR CODED, LAMINATED CHARTS INSIDE EACH CONTROLLER. CITY OF ENCINITAS INSPECTOR DATE 3. ANNUAL INSPECTION SHAU INCLUDE: VICINITY MAP CARLSBAD MUNICIPAL WATER DISTRICT A COMPLETE INSPECTION THAT WILL COVER A-I OF THE DISTRICT FINAL SHEET CITY OF CARLSBAD SHEETS INSPECTION. 12.07.12 1st CD SUBMITTAL REVISIONS 2 15 -1----------, __ --------PLANNING DIVISION REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, 12.21.12 2nd CD SUBMITTAL REVISIONS -------CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO )1.10.13 3rd CD SUBMITTAL REVISIONS PRIVATE (ONSITE) RECYCLED IMPLEMENTATION IN FIELD. 07.15.13 Ii\ ~-~-I~ _-12:, -CONSTRUCTION CHANGE WATER SYSTEM FOR: ·-i---------------= ---.. - ------KINGDOM HALL -------------·--- WASH I-IANDS AfTjA CONTACTING LAVESE SI.JS MANOS P,ESPUES DE USAFI ' CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME: ~---L-2.0 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS Al~? f ~~&\✓ WILLIAM ELUMMER DEPUTY CITY ENGINEER R.C.E.28178 EXP.3/31/14 ADDRESS: ~ T DATE PLAN PREPARED: BY: --------··-·---- ------------------ ----- TELEPHONE: DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ----------------·- APPROVED t~~ lr~ fi/j 1-- -·--------~ ·"Li.,,I !, PLANNING DATE DRWN BY: t,,t,,\HALI\KSHMI B/llACHA!\IDRAN PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CHCKD BV: DAVID MCCULLOUGH CUP 10-10 475-9L SHEET L OF .1§_ SHEETS ---W LEGEND 1. WESTERN LIMIT OF UNDISTURBED NATURAL OPEN SPACE-VEGETATION. 2. EXISTING TREES ON SLOPE-GREATER THAN 20' APART. 3. EXISTING POTABLE WATER FIRE HYDRANT 4. REAR YARD SETBACK 5. EMERGENCY/MAINTENANCE ACCESS ROUTE 6. PROPOSED POTABLE WATER DOUBLE CHECK VALVE AND FIRE HYDRANT WATER_ USAGE ZONES 100% OF PROPERTY WILL BE LANDSCAPED AND IRRIGATED. APPROXIMATELY 80 % IS ALREADY INSTALLED, LANDSCAPING AND IRRIGATION. TOTAL LANDSCAPING AREA AND IRRIGATION IS 171,680 SQ. FT. 11-iERE ARE 3 WATER USE ZONES ON PROPERTY AS FOLLowS: ZONE 1 ZONE2 ZONE 3 '1, /11///11 //!///!/////• l!/i/1// /1// /////////_/// ';lfj,,/1'.l/11,I/, , ,: , ,l///11// C:\!)RAWING F:L£S'1TITLE SHEETS'1GLSB-IP.DWG REVISED: 4.'3/2012 149,520 SQ. FT. (87% OF THE SITE); Low WATER USAGE USING ROTORS. 17,390 SQ. FT. (10% OF THE SITE); MEDIUM WATER USAGE USING DRIP IRRIGATION. 1,070 SQ, FT, (0.6% OF THE SITE); Low WATER USAGE USING POP-UP SPRAY HEADS. LANDSCAPE WATER USAGE ZONE 1 - ROTORS LANDSCAPE WATER USAGE ZONE 2 - DRIP LANDSCAPE WATER USAGE ZONE 3 • POP-UP SPRAYS EL CAMINO REAL -·-- Fll~E PllOTECTION ZONES \ \ FIRE ZONES FOR BOTH BUILDINGS ARE SHOWN AT 20', 40' AND 60' FROM OUTLYING SECTIONS OF BUILDINGS. FIRE HYDRANTS ARE LOCATED AT ENTRANCE OF CULL DE SAC OF EL CAMINO REAL AND CAMINO VIDA ROBLES AND BETWEEN LOCATIONS OF 11-iE TWO BUILDINGS AS SHOWN ON PLAN. THE DISTANCE OF BUILDINGS FROM OPEN SPACE-NATIVE VEGETATION IS A MINIMUM OF B7'. 11-iE SLOPES OF PROPERTY WERE PLANTED, IRRIGATED AND MAINTAINED BY MORROW DEVELOPMENT, AND ARE PLANTED WITH LOW WATER USAGE, LOW FUEL TYPE GROUND COVERS. THE EXISTING PLANT MATERIAL OF SLOPES IS INCLUDED ON THIS SHEET TO SHOW SPECIES. THE ORIGINAL TREES INSTALLED ON SLOPES ARE ALSO LOW FUEL RATED, AS WELL AS PLANTED A MINIMUM OF 20' APART; ALL PLANTS ON SLOPES CONFORM TO AND ARE APPROVED BY THE SAN DIEGO COUNTY LOW FUEL USE PLANT LISTS. ALL SLOPE AREAS WILL BE MAINTAINED ALONG Wini THE LANDSCAPE AND IRRIGATION ON THE BALANCE OF PROPERTY BY THE OWNER, ON A MONTI-iLY SCHEDULE AND WILL BE DOCUMENTED. MAINTENANCE ROUTINES WILL BE OUTLINED IN A MAINTENANCE MANUAL PROVIDED TO OWNER AND HIS DESIGNATED MAINTENANCE COMMITTEE. THE PROPERTY WILL BE SUPERVISED BY A LICENSED LANDSCAPE CONTRACTOR AND REPORT TO OWNER OF ANY AND ALL REQUIREMENTS TO MAINTAIN SUCH. THERE WILL BE NO INTRUSION TO THE NATIVE OPEN AREAS TO 11-iE EAST OF PROPERTY. THERE IS EXISTING IRRIGATION TO ALL SLOPES AND TO OTHER AREAS OF PROPERTY. THE IRRIGATION WILL BE FURTHER EXTENDED TO THE BALANCE OF PROPERTY SO THAT PROPERTY WILL BE IRRIGATED 100%. PLANT MATERIAL ADJACENT TO BUILDINGS AND ALL GROUND COVERS ARE LOW FUEL TYPE. ALL SLOPES AND BALANCE OF PROPERTY ARE AVAILABLE FROM PUBLIC AND PRIVATE ROADS. THERE ARE ALSO PARKING LOTS AND DRIVEWAYS BETWEEN OPEN NATIVE SPACE AND BUILDINGS, PROVIDING AMPLE DISTANCE FOR FIRE SUPPRESSION, FOR ADDITIONAL FIRE PROTECTION REQUIREMENTS SEE SHEET 14. 12.07.12 12.21.12 01.10.13 07.15.13 DATE INITIAL DESIGNER OF WORK 1st CD SUBMITTAL REVISIONS 2nd CD SUBMITTAL REVISIONS 3rd CD SUBMITTAL REVISIONS CONSTRUCTION CHANGE REVISION DESCRIPTION YY\Ta•Sfl _J_ J__LL -t,.. ft" 363 5th Avenue, Suite 201 San Diego, Celifornia 92101 tel (619)296-3150 tax (619) 501-7725 W\VW. mlasd.com 20 I 40 I GRAPHIC SCALE ( IN FEET) 80 ! 1 INCH"" 40 FT. 180 I APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" ACE ___ _ EXP, ___ _ REVIEWED BY: INSPECTOR CITY OF CARLSBAD PLANNING DIVISION DATE DATE [SHm8l ~ LANDSCAPE FIRE PROTECTION/ WATER USAGE PLAN KINGDOM HALL L-3.0 APPROVED: /'k -t,a~ ~-l--1.-•1'~ PIJ\NNING DWN BY: Mtit!A PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: l:)AVIO OTHER APPROVAL CITY APPROVAL RVWDBY: CUP 10-10 475-9L L 3/4" -------- I 1 ' I I I l I C:\DRAWlt-.G FILES\TJTLE SHEETS\CLSB-IP.DWG REVISED: 4/3/2012 I / I 1 I I l I I • I ' I I ~ --w __ I I ,, ------------ ---------w --- ffi EL CAMINO REAL :x ·, . . -_:.,,_ ·-,,' ,,' :~<j~,i< __ .<--___ A18 1 1/2" 30.0 -~-.a.C-_,c _.,D,.,,E.,.SC"'Rc,,lc_PT'-"IO"N._._ _______ S--_T._._A,cN._.,D""'A'--'RD"'----~SY~l~~BO=L~--~Q=U~A=N~T~ITY~-- PROPERTY BOUNDARY EASEMENT LINE POINT OF CONNECTION 8" PVC WATER MAIN 6" FIRE HYDRANT ASSEMBLY 4" FIRE SERVICE DDCV 2" WATER SERVICE & METER BOX DR18 CMWDW-12 CMWDW-22 CMWDW-4 w w w ---w---- I w 186 LF 1 EA 1 EA 1 EA ALL STANDARD DRAWINGS ARE PER SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE. * ** *** CITY OF CARLSBAD STANDARD DRAWINGS CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWINGS SDRSD AS PER CARLSBAD MODIFICATIONS ----------w --- WATER METER# 1 SIZE: 1 1/2" ELEVATION 316' ELEVATION VARIANCE 1' x .433 PSI= REMOTE CONTROL VALVE# A-30 MAXIMUM DEMAND 12.0 GPM WATER METER BACKFLOW PREVENTER STRAINER PSI LOSSES 1.0 GATE VALVE MAIN LINE 693' @1.47 CONTROL VALVE 11/4" LATERAL LINE 37' @2.44 1" LATERALLINE16'@3.10 3/4" LATERAL LINE 73' @4.29 NA NA 2.00 10.18 10.00 0.90 0.49 3.13 -0.433 10% FITTING LOSS PRESSURE REQUIRED@ HEAD TOTAL SYSTEM LOSSES STATIC PRESSURE AVAILABLE 2.67 45.00 29.79 80.54 PSI* RESIDUAL WATER PRESSURE + 15.21 WATER METER# 1 SIZE: 1 1/2" ELEVATION 315' ELEVATION VARIANCE 4' x ,433 PSI = REMOTE CONTROL VALVE# A-20 MAXIMUM DEMAND 24.50 GPM WATER METER BACKFLOW PREVENTER STRAINER GATE VALVE MAIN LINE 297' @3.77 CONTROL VALVE PSI LOSSES 3.3 NA NA 2,00 11.20 11/4" LATERAL LINE 46'@0,63 1" LATERAL LINE 98' @2.44 3/4" LATERAL LINE 100'@4.29 1,5 0.28 2.39 4.29 +1.732 10% FITTING LOSS PRESSURE REQUIRED @ HEAD TOTAL SYSTEM LOSSES STATIC PRESSURE AVAILABLE 2.22 45,00 25.44 80.54 PSI* RESIDUAL WATER PRESSURE + 19.58 •see Irrigation Plan (Sh!. L-4.0) Legend #11 for meter location. Water meter size is verified to accommodate existing and proposed reclaimed water areas. 1. 2. 3, 4. 5. 6. 7. 8. A16 A1L 2" 2" -37.0 ·3s:o· EXISTING RECYCLED WATER IRRIGATION CONTROLLER TO REMAIN PROPERTY LINE CURB PER CIVIL ENGR.'S PLANS SIDEWALK PER CIVIL ENGR.'S PLANS PUBLIC UTILITY EASEMENT PER CIVIL ENGR'S PLANS \ TRASH ENCLOSURE -\ OUTDOOR EATING AREA EXISTING FIRE HYDRANT \ EXISTING POTABLE WATER MAIN , PROPOSED POTABLE WATER METER WITH BACKFLOW PREVENTER ',, PROPOSED P.O.C. FOR RECYCLED WATER (STREET STATION NUMBER (0;-73.85) PROPOSED POTABLE WATER DOUBLE CHECK VALVE AND FIRE HYDRANT', EXISTING RECLAIMED WATER MAIN ', PROPOSED 1" POTABLE WATER SERVICE TO CHURCH I CARETAKER'S RESIDENCE PROPOSED POTABLE WATER LATERALJP.O,C, TO CARETAKER'S RESIDENCE PROPOSED POTABLE WATER BACKFLOW PREVENTER PROPOSED POTABLE WATER FIRE LINE P.O,C N()Bil:l--- -9; 10. 11. 12. 13. 14. 15. 16. 17. 18. PROPOSED POTABLE WATER LATERALJP,O.C, TO CHURCH 12' WIDE SDGE ACCESS ROAD PER CIVIL DWGS. 20 0 10 ffi19. ' . . ~ i:.:=::=J r7 L__d NOTE: EXISTING IRRIGATION (RECYCLED WATER) TO REMAIN i-~ •• ,. ....... -.... 1 WATER COURSES AND RETENTION BASIN EXISTING IRRIGATION (RECYCLED WATER) TO BE MODIFIED CONTRACTOR SHALL MAKE MODIFICATIONS TO EXISTING IRRIGATION AS APPROPRIATE INSURING 1 DD% HEAD TO HEAD COVERAGE AND NO OVERSPRAY OF ADJACENT PAVED AND DECOMPOSED GRANITE SURFACES. FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL PLANS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES. CARETAKER SHALL BE FAMILIAR WITH RECYCLED WATER REQUIREMENTS AND TAKE SHALL TAKE A 4 HR. ON SITE RECYCLED WATER SUPERVISOR COURSE PRIOR FINAL APPROVAL. 20 I ' V A12 n12· 28.0- A7 1 1/4" -lTO A11 1 1/4" 21.0 40 GRAPHIC SCALE I 11NCH = 20 FT. mLa·S]~J 80 i A/Pd&/ ~;;)-o/ 1 '<XJl£c/Z..e, 363 5th Avenue, Suite 201 San Dfago, Califomra 92101 tel (619)296-3150 lax (619) 5D1-7725 \..VWW,mlasd.com I : PROJECT NO, CUP 10-10, SUP 10·03 9 ' 3/4" 10 8/4" l le 3/4" _ APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANT/ NG AREA. "AS BUil T11 RCE ___ _ EXP, ____ _ DATE REVIEWED BY: INSPECTOR DATE l-1'=,2.=-07'.:..'.1=-2-1--~1s"."tC~D~S'.:'.'U::""BM'.""ITT'.'.'.'.:AL":.R".':EV:".clS'.:'.'IO.::'.cNc:'.::S'.__ _____ +-_-+--t--+---t I SHE4ET I CITY OF CARLSBAD ~ 12.21.12 2nd CD SUBMITTAL REVISIONS PLANNING DIVISION 01.10.13 3rd CD SUB MITT AL REVIS IONS ~::::::;:::;:::;='c':;:::::::;::;::::;::_;:;::;;:';:;;=;;~~~::;:;:;;:;;;;:;;;~===~ 07.15.13 CONSTRUCTION CHANGE '&-Z..·l~ ~ LANDSCAPE IRRIGATION PLANS -RECYCLED WATER FOR 08.01.13 2 LANDSCAPE ARCHITECTURAL REVIEW COMMENTS DATE INITIAL DATE INITIAL DATE APPROVED: PLANNING DWN BY: INITIAL CHKD BY: KINGDOM HALL L-4.0 MAHA DAVID FOR IRRIGATION NOTES/LEGEND SEE SHEET L-4.2 DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWDBY: PROJECT NO. CUP 10-10 DRAWING NO. 475-9L i l ----------- ------------- 1 1/2" 1 1/4" 4 3/4" >-.' .,: ' ✓ -··· LEGEND 1. 2. 3, 4. 5. FUTURE PARKING LOT· PHASE II (A-26*-TEMPORARY IRRIGATION PROVIDED) PROPERTY LINE CURB & GUTTER PER CIVIL ENGR.'S PLANS SIDEWALK PER CIVIL ENGR.'S PLANS PUBLIC UTILITY EASEMENT PER CIVIL ENGR.'S PLANS ~ ~ P8 t::::::::=J NOTE: EXISTING IRRIGATION (RECYCLED WATER) TO REMAIN WATER COURSES AND RETENTION BASIN FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL PLANS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES. CARETAKER SHALL BE FAMILIAR WITH RECYCLED WATER REQUIREMENTS AND TAKE SHALL TAKEA4 HR. ON SITE RECYCLED WATER SUPERVISOR COURSE PRIOR FINAL APPROVAL. A37 11/4" -'2'3:o ----;:,:.'II-----_:. ...---·-::· _---------------------~-:-::-=-:-.•. ----~,,.--------.,,. ---------------------------1. --------~--------..,,,,,--. -. .----__,--YI ,,,,,.,,._ -· _..--- -------------;,;;;. ~. ., _o --:[ 'II \-_______ --_:_::_-:-~ ------------------· .. -.. --_, ~"" ' ---------\ ------~-------------.. . ------------:~· -='-"!":=-==~""'cwwl==-"=~Rw-----~-~---.:: . ,,,_.,----~. -~-.,-~~,· :~\.. I f ~'-:,_..---.:--~ -~~c.;,1111'~--W I ,-RW-------------..:.._ --~--____ --:-.:-~·c:---\r---~W" ------~ --llW----------,. __ \ - ,__ -~ --' ---------w .::-=---~=--:~ ---,,__--:__,---:,,•c__ "'>~)- / -.\ -,-_____----. -.})i/ -----------. . . -, -· ---:_i \ --J!;fi --------t -~ -Ii,: \ ---'-" ---~ -/Jtr"' _ ~,,._ \ AREA ENLARGEMENT B --"- \ SEE SHEET L-4.1/6. 1 \ I ------------- C:\DRAWING FILES\TITLE SHEETS\CLSB-IP.DWG REVISED: 4,'3/2012 -~w --...,._ ____ _ --- ~ ----------------- -r',=--1-"-~ .· .. :,;'..,-': '\ '1 --·~, ; ~----AREA ENLARGEMENT A /-. SEE SHEl;T L-4.0/6,0-- / , ------- ' ; v-- \ -..................... _____ -,_ ·-. ,-.<::·~---.... ------------- A30 3/4" 1200-<' -, ·-;_--7-:::3 .... .; /::•_.-:---...,---.,_. -----.,.....,4,G:.:. -,, ----. -·--~--- ------------- ----------- ----------w -----------w PROJECT NO. CUP 10-10, SUP 10-03 -----------w 1'W--.._ IIW-------- --llW--------RW-----RW-- --w -----------w '·--•-•--.______ ·--. . -·-f:..·.-..----.,.:-::---, .. :·,--,__ ' 3/4" 10 ' BASIN 5 FOR IRRIGATION NOTES/LEGEND SEE SHEET L-4.2 A29 1 1/411 23.0 3/4' ... /-.:_, .,... -....-~ ~ -- ~-,, 3/4" , • 3/4" 6 A28 3/4' 15,0 - . -, -.- ' 3/4" ---:..:..:: '-...'. <.:>· ' 3/4" ,_· :-./,1 ·---~--_-1-,.,, S/4" IDLa·S11 focf!'~/ /~/ f ,-,:L;k~-; .1,,.c. 363 5th Avenue, Suite 201 San Diego, Ca/Jiornia 921 O 1 fol (619)296-3150 lax (619) 501-7725 wWVv.mfasd,com j. 3/4" .c...---1•• ---,.· -,. -/c._ •• ~·- ACE ___ _ EXP, ____ _ DATE REVIEWED BY: INSPECTOR DATE 12.07.12 1st CD SUBMITTAL REVISIONS ~1;;;'2.'7.21,i--;.1:;;--2 t---+=2n.:::d.:::C::_D ::::SU::::B:::Ml:!.TT::.:A=.:L R'..:::EV::.:l::::SIO::::N.:.:::S:..__ _____ +---+---1---+--.J I SHE5ET I C ITV Q F CAR LS BAD ~ 01.10.13 3rd CD SUBMITTAL REVISIONS PLANNING DIVISION ~ 07.15.13 CONSTRUCTION CHANGE ..,-• l'1o-10, t1 ~~;;;~;:;;;;::;:;~~;=;;:;:::;;;;::;:=:;;:==::::::::==:__I:====! DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL Cir,' APPROVAL LANDSCAPE IRRIGATION PLANS· RECYCLED WATER FOR APPROVED: PLANNING OWNBY: CHKD BY: RVWDBY: KINGDOM HALL L-4.1 MAHA DAVID PROJECT NO. CUP 10-10 DRAWING NO. 475-9L JR_RJGA TION NOTES ALL POP-UP SPRINKLER HEADS IN SHRUB OR GROUNDCOVER AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER IS 1" ABOVE FINISHED GRADE. ALL PRESSURE LINES SHALL BE TESTED FOR TWO HOURS UNDER HYDROSTATIC PRESSURE OF 150 PSI AND BE PROVEN WATER TIGHT. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT FOR TEST. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE NOTED ON THE PLANS. THE SPRINKLER SYSTEM IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT TO THE OWNER'S AUTHORIZED REPRESENTATIVE ANY DIFFERENCE BETWEEN THE WATER PRESSURE SHOWN ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. THE FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. 120 VOLT ELECTRICAL POWER AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE CONTROLLER IN ACCORDANCE WITH LOCAL ELECTRICAL CODE. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS, UNDER BUILDING/WALL FOUNDATIONS, AND OUTSIDE OF THE PROJECT BOUNDARY ARE FOR PLAN CLARIFICATION ONLY. INSTALL PIPING AND VALVES IN PLANTING AREAS WHERE POSSIBLE, AND LOCATE CONTROL AND QUICK COUPLING VALVES 6' TO 12' AWAY FROM HARDSCAPE OR TURF AREA FOR EASY ACCESS. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS, AND/OR BUILDINGS. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND THROTTLING THE FLOW CONTROL AT EACH VALVE TO OBTAIN OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN SITE DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN FORESEEN AND CONSIDERED IN THE ENGINEERING. THE OWNER'S AUTHORIZED REPRESENTATIVE SHOULD BE INFORMED OF SUCH OBSTRUCTIONS AND DIFFERENCES, BUT IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN CONSTRUCTION DETAILS. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC MALE PIPE THREADS OF ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL EXERCISE EXTREME CARE, AND BE RESPONSIBLE FOR ANY DAMAGE IN EXCAVATING AND WORKING NEAR UTILITIES. HE SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB-CONTRACTORS FOR THE LOCATION OF UTILITIES AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, AND NEAR STRUCTURES. DRAINAGE OF WATER THROUGH SPRINKLER HEAD WILL NOT BE ALLOWED. SOME SPRINKLERS WILL REQUIRE THE INSTALLATION OF AN ANTI-DRAIN VALVE IN THE RISER NIPPLE TO PREVENT DRAINAGE. DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL INSTALL AN ANTI-DRAIN VALVE AS REQUIRED AT ANY SPRINKLER SHOWING SIGNS OF DRAINING AFTER THE IRRIGATION SYSTEM HAS OPERATED FROM AN ON TO OFF POSITION. INSTALLATION OF ANTI-DRAIN VALVES SHALL BE INCLUDED IN THE BID PRICE WITHOUT ADDITIONAL COST TO THE OWNER. ALL PIPES TO BE PVC BURIED AS PER THE DETAILS AND SPECIFICATIONS. CHECK VALVES SHALL BE INSTALLED AS REQUIRED TO PREVENT ALL LOW HEAD DRAINAGE. 1" MIN IN TURF 2'' MIN H\I GROUND COVER LEGEND: 1. ROUND VALVE BOX 2, FINISH GRADE t= 3. QUICK COUPLING VALVE. 4. 3/4" CRUSHED ROCK. 6" DEPTH MIN. 5. SCH BO PVC NIPPLE (LENGTH AS REQUIRED) 6. PVC 90 DEG. STREET ELL, SCH. 80 SIDE VIEW -© TOP VIEW 7. MAIN LINE PIPING. NOTE· 8. MAIN LINE FITTING, • RUN TIME CALC T = (60 x INTERVAL x PEAK Eto x KC)/(PR x IE) TIME =min PLANT IRRIGATION TIME PER #OF TOTAL TYPE TYPE KC PR IE STATION STATIONS TIME SHRUBS ROTOR(LOW) 0.500 0.500 0.700 21.240 9 191.16 ROTOR(MOD) 0.500 0.500 0.700 12.137 1 12.14 DRIP 0.500 0.420 0.800 35.714 3 107.14 SPRAY 0.500 2.000 0.550 4.091 1 4.09 TREES BUBBLERS 0.400 6.000 0.750 0,640 2 1.28 TOTAL# OF STATIONS 16 315.81 TOTAL HOURS 5.26 % ofB hrs. 65.79% WATERS INTERVAL 1.400 DAYSNJK PR 2.000 SPRAY ~ PEAK Eta 0.177 0.500 ROTOR ~ KC 0.800 TURF 0.420 DRIP -0.500 SHRUB 6.000 BUBBLER ~ 0.300 SLOPE - 0.400 TREE IE 0.550 SPRAY - WUCOLS HIGH 0.7-0.9 0.700 ROTOR - LOW 0.1-0.3 0.800 DRIP - MOD 0.4-0.6 0.750 BUBBLER # OF STATION CALCULATION IRRIGATIO ROTOR(LOW) ROTOR SPRAY DRIP BUBBLER TOTAL VALVES= 36 NTYPE (MOD) s - 1/2/3 7/9/10 12 5/8116/2 4/6/13/19 5 -11 15 24/35 - 14 17 - 18 - 20 - 21/22 - 30/31 - 32/33 - 34/36 TOTAL# 9 1 3 1 2 16 STATIONS A/8/C VALVES THAT CAN RUN SIMULTANEOUSLY !lIDiWArfflii.Fi7ftffffljj BP E 1 ¥HP?JFTF :; liP 4 t C3? EMMP,S HQ-44-LRC-AW i---r====~~T:i:=...::::JT -c___, r~uoo BOllf jHQ.,QllckCCtpriij 3•¾'inJet.i"ploUti/Jll)' 5 = 1'.llllJ\, "·ple:~·bDt!'/" ~lJ) ~ ~· ililst. 2-p!e~a bDit/ ~~: 1' lnf,t, 2-ptce bD~/ aa =WWl1i, If ~ty 1~:d 4~ .. na1ve.1"1:~r IQ.et j :r.~ 1 'vah•fl,~Ui'c k"J l'!foij ~ naive, 1¼ ~ey ,,ht. HS =lib~ ~\\lv~I n • ~· lralflxt,' h('.61l 01Pl~t ! .a 1' inlilK~'t~s! Dulle! i = 1' inlit ~1• l!os~ oull~ 1E =-1' lntl x ¾'' BBP null~ 2ll "1' 1nk:I x1' EGP nutlm Hunter Industries Incorporated• The lrrigalion lnno\lalcrs ~Dr.Ell m:= ~tM rub~enQvaf I LRC ~ Yillcw !01:1:!ng ru~~w ~0•1er( 1940 D amond S1raet • San Marcos, Galiforn1a 92C /8 • TEL· (1} 76'.l-744--b240 • =AX· (1) /60-/44-/461 WN~1.Hun:orlndi..Btrles.oo:11 HUNTER HQ44A-LRC -Fl QUICK COUPLING VALVE PPTIDIIS /till~ tu:mo -~'/ \V~h ant!-[Ola\lgh W)IIQS" 11 = BSP tllrf!di" = eoingClll,'er [1crrec1, mer:! MIUrslllis)·•· • OIL~ Ai·,lml,b I, a,JJ ~ "OiV/11~~-~'" o,~ib ''" 011s11,v,1~1,11 Ii, L~L lllll'~I• C>2008H""~ l,,i.Jsui..,lr,u,~r,d•d 21--00S E/.J6 9. SCH 80 PVC NIPPLE -6" MIN. LENGTH BRONZE QUICK COUPLER WITH PURPLE CAP i ~: ~~fi~~E§:fs~fil!i_ 8JciJP1ESSION CLAMP. WITH REVERSE ACME THREADS FOR RECYCLED WATER 2 REQUIFIED. 12. #4x 24" MIN. REBAR STAKE. SECURE QUICK COUPLER VALVES SHALL BE OF TYPE APPROVED AT QUICK COUPLER & NIPPLE RISER. FOR RECYCLED WATER USE. 13. CURB OFI WALK Al QllIC.K COUPLER VAL VE I N.T.S. C:\DRAWING FILES\TITI..E SHEETS\OLSB·IP.DWG REVISED: 413/2012 PROJECT NO. CUP 10-10, SUP 10-03 JR_R_JGA TION LEGEND SYMBOL MANUF. & MODEL DESCRIPTION/ NOZ # GPM 0 RAINBIRD ROTOR 5000-MPR-25-F 5" POP UP ROTOR 3.82 0 RAINBIRD ROTOR 5505-S-PC-SAM-NP-H 22S 1 ,6 0 RAINBIRD ROTOR 5000-MPR-35-T 5" POP UP ROTOR 2.15 0 RAINBIRD ROTOR 5000-MPR-35-H 5" POP UP ROTOR 3.33 0 RAINBIRD ROTOR 5000-MPR-35-Q 5" POP UP ROTOR 1.67 (i) RAINBIRD ROTOR 5000-MPR-25-H 5" POP UP ROTOR 1,98 0 RAINBIRD ROTOR 5000-MPR-25-Q 5" POP UP ROTOR 1.00 (i) RAINBIRD ROTOR 5000-MPR-25-T 5" POP UP ROTOR 3.82 (,) RAINBIRD ROTOR 5505-S-PC-SAM-NP-Q 188 1.4 @ RAINBIRD ROTOR 5505-S-PC-SAM-NP-H 22S 1.4 @ RAINBIRD 1806-NP-CAP-SAM-PRS-10Q 6" POP UP 0.39 @ RAINBIRD 1806-NP-CAP-SAM-PRS-10H 6"POP UP 0.79 @ RAINBIRD ROTOR 5000-MPR-NP-30-F 5' POP UP ROTOR 5,08 ® RAINBIRD ROTOR 3504-8-PC-SAM-NP-Q 1.5 1.28 © RAINBIRD ROTOR 3504-S-PC-SAM-NP-H 2,0 1,69 © RAIN BIRD ROTOR 3504-S-PC-SAM-NP-T 3.0 2.6 @ RAINBIRD ROTOR 3504-S-FC-SAM-NP-F 1.5 1.28 @ RAINBIRD ROTOR 3504-S-FC-SAM-NP-F 2.0 1.69 @ RAINBIRD ROTOR 3504-S-PC-SAM-NP-Q 0.75 0.67 ® RAINBIRD ROTOFI 3504-8-PC-SAM-NP-T 1.0 0,92 >@ RAIN BIRD ROTOR 3504-MPR-12-Q 4" POP UP ROTOR 0,65 >@ RAINBIRD ROTOR 3504-MPR-12-H 4" POP UP ROTOR 1.3 >:§) RAINBIRD ROTOR 3504-MPR-12-T 4" POP UP ROTOR 0.87 . . . . . . . . . . -. --. . . - D RAIN BIRD PURPLE-XFS-06-18-500 SUB-SURFACE DRIP 0.68* PLANTER AREA· 0.6 GPH EMITTEFI LINE -PURPLE w RAIN BIRD PURPLE-XFS-06-12-500 SUB-SURFACE DRIP 1.02* TURF AREA -0.6 GPH EMITTER _ _ _ _ _ _ _ LINE -PURPLE . . . . • RAINBIRD RWS-BCG TREE BUBBLEFI-GRATE·P 6" POP-UP PRESSURE 0.25 COMPENSATING BUBBLER AT DEEP TUBE TREE WELL RAD PSI 25' 45 21' 40 34' 35 I 34' I 35 I 34' 35 25' 45 25' 45 25' 45 17' 30 19' 30 10' 30 10' 30 w 35 i 23' 35 23' 35 23' 35 23' 35 27' 35 17' 35 21' 35 12' 30 12' 30 12' 30 . - N/A 30 N/A 30 . . . . N/A 30 DETAIL 'G', SHT.L-5.0 •~. SHT.L-5,0 'G', SHT.L-5.0 'G', SHT.L-5.0 'G', SHT.L-5.0 i'G', SHT.L-5.0 'G1 , SHT.L-5.0 1G1, SHT.L-5.0 1G1, SHT.L-5.0 i'G', SHT.L-5.0 j'G', SHT.L-5.0 i'G', SHT.L-5.0 'G'. SHT.L-5.0 'G', SHT.L-5.0 'G', SHT.L-5.0 'G1, SHT.L-5.D i'G', SHT.L-5.0 l'G', SHT.L-5.0 j'G', SHT.L-5.0 1'G', SHT.L-5.0 :•G•, SHT.L-5.0, 1•G•, SHT.L-5.0 'G', SHT.L-5.0 fil I -. - 'L' SHT.L-5.1 'L' SHT.L-5.1 'C', SHT.L-5.0 CONTRACTOR SHALL FURNISH AND INSTALL RAIN BIRD PCS SCREENS IN ALL IRRIGATION HEADS AS NECESSARY TO ADJUST HEAD RADIUS TO ACHIEVE 100% HEAD-TO-HEAD COVERAGE WITH MINIMAL OVERSPRAY. REFEFI TO CHART BELOW FOR RECOMMENDED PCS SREEN TO USE. NOTE: THE CONTRACTOR SHALL INSTALL ALL POP UP SPRINKLERS LOCATED WITHIN IN THE RIGHT OF WAY AND WHEREVER WITHIN 1 O' OF ANY HARDSCAPE, TURF DA OTHER AREA WHERE PEDESTRIAN TRAFFIC MAY OCCUR. ATIO --sJZE UP!vl VALVE STATION ID PIPE SIZE SC.HEDULE GALLONS PER MINUTE PIPE SIZE SCHEDULE 40 PRESSURE MAIN 0-3 4-8 9-12 13-22 1/211 3/411 1" 1 1/4" CLASS 315 PRESSURE MAIN 23-30 31-50 51-70 1 1/2" 2" 2 1/2" GALLONS PER MINUTE PIPE SIZE CLASS 200 NON-PRESSURE LATERAL D-10 11-18 17-26 27-36 37-60 3/411 1" 1 1/4' 1 1/2' 2' CONTRACTOR SHALL MAKE MODIFICATIONS TO EXISTING IRRIGATION SYSTEMS AS APPROPRIATE INSURING 100% HEAD TO HEAD COVERAGE AND NO OVERSPRAY OF ADJACENT PAVED AND DECOMPOSED GRANITE SURFACES Rain l\1aster Kand Offset Value For Data Industrial Flow Sensors • GPM PER EVERY 100 SF OF PLANTER AREA CALIBRATJO:>-; TABLE TEE MOUKTED SE:>-;SORS (Current Production Models) (Series: 228PV, 228l3R, 228Cl3, 228CS, 228SS, 250l3R) 3YMBOL MANUF. & MODEL $ RAIN BIRD PESB-NP-HAN $' RAIN BIRD XCZ-PRB-COM-NP-HAN 0 WEATHERMATIC SL4800 ' W/ SLW20 WEATHER STATION $ NIBCOT-113 (l HUNTER HQ44A-LRC -R QUICK COUPLING VALVE 0 WILKINS 500 0 GRISWOLD DW * ' l_,J DATA INDUSTRIAL 2506-1 [rJ TEST STATION 0 RECYCLED WATER METER -. -PURPLE MAIN LINE PIPING 2'' & LARGER CLASS 315 UNDER 2'' SCH. 40 PVC PURPLE LATERAL LINE PIPING 1/2" CLASS 315 PVC 3/4" + CLASS 200 PVC ----PURPLE PVC SLEEVE DESCRIPTION DETAIL ELECTRIC SOLENOID VALVE, SIZE AS INDICATED 'K', SHT.L-5.0 WITHIN A PURPLE PLASTIC VALVE BOX AS PER DETAIL ELECTRIC SOLENOID VALVE, SIZE AS INDICATED •~. SHT.L-5.0 WITHIN A PURPLE PLASTIC VALVE BOX AS PER DETAIL 48 STATION CONTROLLER 'F', SHT.L-5.0 IN STAINLESS STEEL ENCLOSURE MODEL SLPED-3000 PURPLE BRONZE GATE VALVE W/ WHEEL HANDLE-LINE SIZE (' SHT. L-42 INSTALLED IN A ROUND PURPLE PLASTIC VALVE BOX BRONZE 1" QUICK COUPLER WITH PURPLE CAP 'D', SHT.L-5.0 WITH REVERSE ACME THREADS FOR RECYCLED WATEFI PURPLE PRESSURE REGULATOR-LINE 2" SIZE 'H', SHT.L-5.0 INSTALLED IN A ROUND PURPLE PLASTIC VALVE BOX PURPLE MASTER VALVE-LINE 2" SIZE 'E', SHT.L-5.0 FLOW SENSOR-LINE 1" SIZE-SEE RIGHT 'B', SHT.L-5.0 INSTALLED IN A ROUND PURPLE PLASTIC VALVE BOX CROSS CONNECTION TEST STATION A', SHT.L-5.0 WITHIN A PURPLE PLASTIC VALVE BOX AS PER DETAIL 1 1/2" SIZE BY OTHERS N/A 3/4" SIZE UNLESS SPECIF!ED W/ MIN. 18" COVER; PROVIDE PVC SCH 'I', SHT.L-5.0 40 PIPE SLEEVE [TWICE THE D,AMETER OF THE MAINLINE) 'N/0', SHT.L-5. UNDER ALL PAVING W/ MIN. OF 24' COVER 3/4" SIZE UNLESS SPECIFIED W/ MIN, 12" COVER; PROVIDE PVC SCH 'I' SHT.L-5.0 40 PIPE LATERAL UNDER ALL PAVING W/ MIN. 'N/0', SHT.L-5. 18' COVER PROVIDE SLEEVE lWICE THE DIAMETER OF PIPE CARRIED 'I', SHT.L-5.0 'N/0', SHT.L-5. rD_afa. Apparem Evolution jnd~s;p:J_lll_ ¥b~el ill Satellite K\'alu.e 228PV-1.5 1.50 457 228PV-2 1.94 776 22!W\'-3 4.02 2268 228PV-4 5.15 3752 228RR-2 1.99 750 228RR-'.5 2.52 1021 '>')8CB-2 2.07 777 150 PSI Tee 2.07 777 400 PSI Tee 2.10 711 ?'J8CB-?.5 2.51 1021 "?8C:S-2 2.07 767 228SS-2 1.99 750 25LIBR-0.5 None 92 25DBR-0.75 None 119 .250BR-1 1.05 109 2SDBR-1.25 1.38 209 ZS0BR-1.5 1.(,1 291 lllLa·S[} .focff,,#7 /,,_;;5J--r ,~-J,.c. 363 5th Avenue, Suite 201 San Diego, California !::12101 tel (619)296-3150 fax (6"/9) 501-7725 www.mfasd.com Evolution ~wt Design Flow :fv4u_:Ocsigo Flo~ 0 104 483 834 0 370 199 199 167 265 199 0 8 64 27 32 24 Satellite (GPM} (GP~ij Offset 5 100 10 200 20 300 4D 500 "ID 100 16 160 12 120 12 120 12 120 16 160 12 120 10 100 0.8 8 1 10 z -10 3 60 4 80 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" ACE ___ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE l-'1~2.::..:21,:..:,.12=c+--+-=2n::::d-=.CD::..S:::U:.::B:::Mlc:..:TTc..:AL::..:R..:::EVc:.:1::::.SIO::.:N.:::S ______ +---+---+--+---I SHE~ ARLSBAD 12.07.12 1stCDSUBMITTALREVISIONS ~ CITY OF C m 01.10.13 3rd CD SUBMITTAL REVISIONS :===::-=====::'::P:::LA::N:::N:::IN::G::::D::IVl:::S:::10=:N::::::::===::::.-'==5=::: 07.15.13 CONSTRUCTION CHANGE trt... DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE IRRIGATION LEGENDS FOR APPROVED: PlJ\NNING OWN BY: CHKD BY: RVWDBY: KINGDOM HALL L-4.2 J'i--~ 's--2-~ -i"., M81:J8 PROJECT NO. DRAWING NO. L)AVI□ CUP 10-10 475-9L I PURPLE SLEEVE D LEGEND: 1, PAVING 2. BASE MATERIAL PIPE LEGEND: 1. EARTH SURFACE 2. PURPLE LATERAL LINE 3. FOR LATERALS UNDER PARKING & ROAD SURFACE, SEE 'UNDER PAVING' 5. PURPLE MAIN LINE 6. CONTROL WIRES (TAPE TO MAIN LINE EVERY 10'1 7. DETECTABLE WARNING TAPE NOTE: PRESSURE LINE SIZE LESS THAN 3' DIA 3"·5 1/2a 6" DA GREATER RECLAIMED SYSTEM TRENCHING DETAILS SHALL PROVIDE FOR TWO LAYERS OF WARNING TAPE RUNNING CONTINUOUS ALONG THE ROUTE OF THE MAIN LINE. ONE SHALL BE LOCATED IMMEDIATELY ON TOP OF THE MAINLINE PIPE AND ONE 12" ABOVE THE TOP OF THE MAINLINE. 3. EARTH SURFACE SLEEVE UNDER ROAD SLEEVE UNDER NON-ROAD (PAVING) 4. SAND BACKFILL PIPE SIZE COVER IA) 5. PURPLE SLEEVED LATERAL PIPE 6" OR LESS DIA 36' 6. PURPLE SLEEVE MAIN LINE >6" DIA 46" SCHEDULE 80 PvC 7. CONTROL WIRES USE PVC ELEC. PURPLE SLEEVES UNDER PAVING 8. DETECTABLE WARNING TAPE PIPE/SLEEVE INSTALLATION ill 1 -0 LEGEND: 1. STRIP WIRES APPROX. 518' FROM END 2. SUP BASE SOCKET OVER END OF WIRES 3. APPLY SEALER TO OUTSIDE OF SEALING PLUG FILL CAVITY WITH SEALER 4. PUT CRIMP SLEEVE OVER WIRE ENDS 5. PULL BASE SOCKET OVER END AS FAR AS POSSIBLE 6. PUSH SEALING PLUG INTO BASE SOCKET 7, PUSH WIRES TO END OF BASE SOCKET B. RAIN BIRD SNAIP·TITE WIRE CONNECTOR PIPE SIZE COVER IAl 6" OR LESS DIA 36' >6" DIA 48" SCHEDULE 40 PVC LESS THAN 3" DIA 18' 3'-51/211 24' 6' OR GREATER 36" ABOVE SCHEDULE 40 PVC N.T.S. j-1-_ WIRE C_O_N_N_E_C_T_IO_N _______ _ N.T.S. Ci\OFIAWING FIL.ES\TITLE SHEETS\CLSB-IP,DWG REVISED; 4/3/2012 -0 Tj I :Ill I 111 II 4 11 I LEGEND: 1. PLASTIC PURPLE VALVE BOX WI LOCKING COVER; ROUTE OR BRAND EACH VALVE NO. INTO LIDS. 2. FINISH GRADE 3. SCH 40 PVC MALE ADAPTOR 4. FLOW TO IRRIGATION SYSTEMS 5. PEA GRAVEL 6' DEEP 6. ELECTRIC CONTROL VALVE 7. RAINBIRD 'SNAP-TITE' WIRE CONNECTORS B. RED BRICK-4 RED. 9. CONTROL AND COMMON WIRES 10. PRESSURE SUPPLY LINE 11. MAIN LINE FITTING Wi SCREWED OUTLET 12. CHRISTY'S VALVE TAG, STANDARD, SECURED TO VALVE WIRING ID EACH STATION. 13. TRUE UNION CONNECTIONS RE\1OTE CONTROL VAL VE 2 N.T.S. 'A'COVEA 18'' 24" 36" rr== 2 G ---------111 LEGEND: 1. STAINLESS STEEL ENCLOSURE SEE LEGEND FOR SPECIFICATION 2. IRRIGATION CONTROLLER 3. GFI TYPE SWITCH WI ON-OFF SWITCH 4. TERMINAL STRIP AND CONTROL WIRES 5, 1" PVC ELECTRICAL SWEEP FOR FLOW SENSOR WIRES 6. EPOXY SEALANT 7. CONCRETE PAD AS PER ENCLOSURE MAINUFACTURER'S SPECIFICATION 8, FINISH GRADE 9. 3" PVC ELECTRICAL SWEEP FOR LOW VOLTAGE CONTROL WIRES 10. 1" PVC ELECTRICAL SWEEP FOR 110 VOLT POWER WIRES 11. 314" X 96" COPPER GROUND ROD CONNECT AS PER MANUFACTURER SllRFACE IVI.OLINT CONTROLLER LEGEND: 1. FINISH GRADE 2. PURPLE POP-UP SPRAY HEAD 3. SCH BO PVC NIPPLE-4" MIN. 4. SCH 40 PVC TuT 90 DEG. ELL 5. NON-PRESSURE PURPLE LATERAL LINE & FITTING 6, MARL.EX 90 DEG. STREET ELL 7. SCH BO PVC NlPPLE-6" LONG 8. MARL.EX 90 DEG. STREET ELL POP-UP SPRAY HEAD 2 3 7 LEGEND: 1. PRESSURE REDUCING VALVE 2. RECTAINGULAR PURPLE VALVE BOX. 3. FINISH GRADE. 4. PVC PIPE FROM POINT OF CONNECTION 5. PVC MALE ADAPTER. (TYP.) 6. PVC PIPE TO TEST STATION 7. COMMON BRICK. (4 REQUIRED) 8. 314' CRUSHED ROCK. B' DEEP. B, 2" CUEAR SPACE. 10. 1" IN TURF AREAS. 2" IN SHRUB AREAS. PRESSUR.E R.EDUC_]l\;G \i'ALVE N.T.S. N.T.S. N.T.S. 13 0 0 0 0 0 ® 4-INCH LOCKING GRATE (INCLUDED) BUBBLER: RAIN BIRD 14-01 0.25 GPM (INCLUDED) ROOT WATERING SYSTEM: RAIN BIRD RWS-B-14-01 (INCLUDES 1401 0.25 GPM BUBBLER WITH RISER, GRATE, SWING ASSEMBLY, 1/2" MALE NPT INLET, AND BASKET CANISTER) FINISH GRAD=ITOP OF MULCH OPTIONAL RWS SAND SOCK (RWS-SOCK) FDR SAJNDY SOILS 112-INCH POLY SWING PIPE (INCLUDED) 0 112-INCH SPIRAL BAAB ELBOW (INCLUDED) 0 12-INCH SWING ASSEMBLY (INCLUDED) ® 1/2-INCH MALE NPT INLET (INCLUDED) @ PVC SCH 40 TEE OR EL @ PVC OR POLYETHYLENE LATERAL PIPE @ 4" WIDEX 36" LONG RIGID BASKET WEAVE CANISTER (INCLUDED) NOTES: @ 1/2-INCH STRAIGHT SPIRAL BAIRB FITTING (1 OF 2, INCLUDED) 1. 4" GRATE IS ALSO AVAILABLE IN PURPLE (RW&-GRATE•P), 2. INSTALL PRODUCT SO THAT THE GRATE IS EVEN WITH FINISH GRADE DA TOP OF MULCH. 3. SAND SOCK (RWS-SOCK) IS 34" IN LENGTH TO COVER MESH BASKET AREA. 4. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD¾' GRAVEL UNDER AND AROUND THE UNIT TO ALLOW FASTER WATER INFILTRATION AIND ROOT PENETRATION. 5, ONCE RWS HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING LID. C I-DEEP ROOT w ATER.ING BllBBLE N.T.S. 2 18" MAX. 5 LEGEND: 1. ROUND PURPLE VALVE BOX 2. FINISH GRADE 3. GATE VALVE 4. PVC MALE ADAPTEA-TYP. 5. RED BRICK-4 REO. 6. PRESSURE PURPLE MAINLINE PIPE 7. PEA GRAVEL 6" DEEP GATE VALVE FLOW LEGEND: 1. RECTANGULAR PLASTIC PURPLE VALVE BOX WI BOLT DOWN LID. ONE VALVE PER BOX -NO EXCEPTIONS. INSTALL BOX AS SHOWN. 2. ROUTE OR BRAND EACH VALVE NO, INTO LIDS. 3. WATERPROOF SPLICE. 4. MASTER CONTROL VALVE 5. SCH. 80 PVC NIPPLE LENGTH AS REQUIRED. 6, COMMON BRICK -4 REQUIRED. E I Ivl.A.STER VAL VE 12 N.T.S. REFER TO IRRIGATION -/\!_ LEGEND ~ . . " I tD:_J 0 0• ~,:-"0°00~~gi~o :a•:; :o":~::o~'fo~: 8 8 7. LOWER PURPLE LATERAL LINE WI SCH. 80 PVC 45 ELBOWS. B. PEA GRAVEL -4" DEEP (NO SOIL IN PURPLE VALVE BOX) 9. TO IRRIGATION CONTROLLER 1" PvC CONDUIT. 10. SCHEDULE 80 PVC THREADED FITTINGS (AS REQUIRED) 11. SEAL CUT-OUTS W/ POLYURETHANE FOAM. 12. FINISH GRADE N.T.S. 12.07.12 1st CD SUBMITTAL REVISIONS 12.21.12 2nd CD SUBMITTAL REVISIONS 01.10.13 3rd CD SUBMITTAL REVISIONS 07.15.13 /1\ CONSTRUCTION CHANGE DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION PROJECT NO. CUP 10-10, SUP 10-03 FR~FJ[ • PLAN VlEW • SECTION VIEW ~"""' _ _,H ™"" H ~~ 1-t• ":.W H FLOW ''""" LEGEND: 1. 3/4" SCH 80 PVC 90 ELL 2. 3/4" SCH 80 PVC CLOSE NIPPLE 3. 3/4" BRASS LOCKABLE BALL VALVE WITH 1/4" FEMALE THREAD FIP X METER SWIVEL 4. 3/4" X 1/4" BRASS THREADED BUSHING WITH 1/4" CAPPED OUTLET 5. 3/4' SCH 80 PVC CLOSE NIPPL.E 6, VALVE BOX WITH PURPLE NOTES: -- COLORED LID 7. LINE SIZED BRASS BALL VALVE 8. LINE SIZE BY 3/4" SCH 80 TEE 9. PURPLE PVC CL 315 SCH 40 MAINLINE 1 D. 3" MAINLINE DEPTH OF 314' WASHED GRAVEL 11. BRICK OR CONCRETE SUPPORTS (END TO END UNDER PERIMETER OF VALVE BOX BOTTOM) INSTALL ONE TEST STATION LOCATED DIRECTLY DOWNSTREAM OF IRRIGATION PRESSURE REGULATING VALVE. HEAT BRAND "TS' ON PURPLE COLORED PLASTIC TEST STATION LIDS. (-:,R.oss c:ONNECTION TEST STATION N.T.S. GY--T '==:i 11:::::111= l!,,i'l'.111~ ©---i ©-- LEGEND: 1. FLOW SENSOR 2. PLASTIC PURPLE VALVE BOX (12" AMETEK OR EQUAL) 3. FINISH GRADE. 4. PURPLE MAINLINE 21" OF CLEAN PIPE UPSTREAM OF SENSOR 5, BRICK SUPPORT 6. CALSENSE FLOW SENSOR. 7. 314" DIA CRUSHED GRAVEL 8. 12" OF CLEAN PIPE DOWNSTREAM OF SENSOR 9. 1" IN TURF AREAS 2" IN SHRUB AREAS FLOVV SENSOR. N.T.S. LONG TERM MAINTENANCE ALL REQUIRED LANDSCAPE AREAS TO BE MAINTAINED BY OWNER. THE LANDSCAPED AREAS SHALL BE MAINTAINED FREE OFF DEBRIS AND LITTER AND ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEAL THY GROWING CONDITION. LANDSCAPE AS PART OF THE PROJECT SHALL BE MAINTAINED AND IRRIGATED FOR THE LIFE OF THE PERMlT. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. mLa·SI) "AS BUILT" /kc/?~/ /u.3-o/ ;f.,AIR',,7:,-,, 4-,<0, 363 5th Avenue, Suite 201 RCE EXP. DATE San Diego, California 92101 REVIEWED BY: tel (619)296-3150 tax (619) 501-7725 wvvw,mfasd,com INSPECTOR DATE I SH~ET I CITY OF CARLSBAD rn PLANNING DIVISION 5 &~1.ec-i~ I ',"--LANDSCAPE IRRIGATION DETAILS FOR KINGDOM HALL L-5.0 APPROVED: jt,,;,Jc { r;, Ell-er\-°$-'!-1c>·l"> PLANNING DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKDBY: Q8VIQ OTHER APPROVAL CITY APPROVAL RVWDBY: CUP 10-10 475-9L 6 7 NOTES: 3 4 5 17~~==t;:y=~~:iJ:=~~&l==tj'il I I I I I I I I I I I I I I I I I I I I I I I)=~ ?==~ ?==~:==: ~=::C: : 11 12 I I I --------------------------------------------------- INSET A 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE RAIN BIRD XFS PURPLE DRIPLINE INSTALLATION GUIDE FOR SUGGESTED SPACINGS. 12 CD PVC EXHAUST HEADER © PVC SCH 40 TEE OR EL (TYPICAL) ® BARB X MALE FITTING: RAIN BIRD XFD-MA FITTING (TYPICAL) 0 FLUSH POINT (TYPICAL) SEE RAIN BIRD DETAIL "XFS FWSH POINl" OR "XFS FLUSH POINT WITH BALL VALVE" 0 PERIMETER OF AREA to\ PERIMETER PURPLE DRIPLINE PIPE TO BE INSTALLED 2"·4" "::'.J FROM PERIMETER OF AREA 0 SUB-SURFACE PURPLE DRIPLINE: RAIN BIRD XF SERIES PURPLE DRIPLINE (TYPICAL) POTABLE: XFS PURPLE DRIPLINE NON-POTABLE: XFSP PURPLE DRIPLINE fa\½" POLYETHYLENE BLANK TUBING: ~ RAIN BIRD XF SERIES BLANK TUBING 0 BARB X BARB INSERT TEE OR CROSS: RAIN BIRD XFD-TEE OR Q RAIN BIRD XFD-CROSS (TYPICAL) ~ AIR RELIEF VALVE: RAIN BIRD AR VALVE KIT t:":\ SEE RAIN BIRD DETAIL "AIR RELIEF VALVE KIT' \'_Y PVC SUPPLY HEADER @PVC DRIP MANIFOLD FROM RAIN BIRD CONTROL ZONE VALVE KIT (SIZED TO MEET LATERAL FLOW DEMAND) @Pvc SCH 40 RISER PIPE XFS PURPLE DRIPLINE Maximum Lateral Lengths (Feet) 12" Spacing 16" Spacing 24" Spacing Inlet Pressure Nominal Flow (GPH) Nominal Flow (GPH) Nominal Fiow (GPH) psi 0.6 0.9 0.6 0.9 0.6 0.9 15 255 194 357 273 448 343 B 9 'a1211:::1w~:1';'l:=:::::r:~==1~41 6 I \ L _ _j J \ INSET A I \ I \ I \ I \ I I I I I I I I I \ \ \ \ \ \ \ \ \ \ er-.....~\ i- i I I~~~ 1)=0-=~?==V===s~=:_ I I INSET A I I \ \ \ \ 11 \ \ \ CV \ \ \ \ \ \ 4 i V ~l.F~~~Ul~~~=:c:c=~==::i;~3'. FP. \ \ \~--.IJ \ \ 6 \ __ _ 3 NOTES: 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE RAIN BIRD XFS PURPLE DRIPLINE INSTALLATION GUIDE FOR SUGGESTED SPACINGS. 2. LENGTH OF LONGEST PURPLE DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE. 3. AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINT OF AREA. 20 30 291 220 350 266 408 313 514 494 378 622 394 478 2. LENGTH OF LONGEST PURPLE DRIPUNE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE. 3. AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINT OF AREA. 40 396 302 560 428 705 541 50 434 333 614 470 775 594 TYPICAL SIGNS RECYCLED WATER , .. N.T.8. In Order to Conserve Water ... DO NOT DRINK RECYCLED WATER IN USE NO TOME EL AGUA lrASH HANDS AFTEII CONTACTING LAVEBI! SUS lrANOS DESPUES DB U!lAll 1a• X 18'" SlZB 0.031 AWllll!UII. 0.000 AN PUBTIC 01 STICK-ON vnm. SIGNS. ~---BLACK LOGO ~--PURPLE BACKGROUND I, ••• 1" BLACK LETIERS I 1 N.T,S, :--------+-----+-------; (BIZB) IB" X ao• WARNING REC CLEO WATER DO NOT DRINK ECYCLED WATER O.OSII ALUlllNUII. 0.000 ABII PL&81'!C OB 811Cl:-OM vnm. mGNB ~-1" BLACK LE'ITERS 2• BLACK LETTERS DO NOT DRINK SIGN AND INSTALLATION METER BOX W/ METER SIDEWALK CURB N.T.S. STREET SURFACE REQUIRED SIGNAGE FOR RECVCLED WATER USF. AREAS· ALL USE AREAS ACCESSIBLE TO THE PUBLJC SHALL BE POSTED WITH SIGNS (M!NfMUM 2 PER METER) THAT ARE VISIBLE TO THE PUBLIC IN A SIZE NO LESS THAN 4 INO-IES HIGH BY 8 INCHES WIDE. i I DO NOT DRINK l◄•f----INSTALL WITIJ 3/8" STAINL[SS ® STEELBOLTSATAMJNIMUM OF TWO LOCATIOKS -LENGTH AS REQUJRED. USE I "DIAMETCR WASHER TO PROTECT SIG'J 1-1/4" GALVANIZED STEEL U · CHANNEL, OR BOX POST Ill 111-111 111-111 =111=111_111-111-111=1!1= CONCRETE -111=111-111 -111=111 111= -111-111-... 111-111= -111-111 Ill 111-11=111 ◄-----8" NOTES: 17~~===t;~~~~~=4=:toJ!:=i:5frl==l'.;'17 I I I I I I ~I : 2"-4" r 7 I I I I I I I P=l==l:1 p::===q IJ==Q h-----rl I I -----_J I 0-: 10 I I @-_I : Cni~?=U-:J==: :=~ ~=: ::=~ ~=:C: I 1 ----- I I I I I ______________ e!j 3.5 FEET 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE RAIN BIRD XF-SDI PURPLE DRIPUNE INSTALLATION GUIDE FOR SUGGESTED SPACINGS. 2. LENGTH OF LONGEST PURPLE DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE. PROX. 8" POTABLE MAINLINE (SEE IMPROVEMENT DRAWINGS) 3. AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINT OF AREA. POTABLE SERVICE LINE 12" MINIMUM 12" MINIMUM REQUIRED VERTICAL SEPARATION SLEEVE DRIPLINE CONFIGURATIONS RECYCLED WATER IRRIGATION MAINLINE N.T.S. RECYCLED WATER IRRIGATION MAINLINE W/ SLEEVE 8 INSET A p 5 : _Jfo) 1/ (s) 8 -1~4" I~ I I I I -------------------------------------- INSET A CD PVC EXHAUST I-IEADER © PVC SCH 40 TEE OR EL (TYPICAL) ® BARB X MALE FITTING: ~,,,.- 12 RAIN BIRD XFD-MA FITTING (TYPICAL) 0 FLUSH POINT (TYPICAL) SEE RAIN BIRD DETAIL "XFS FLUSH POINT" OR "XFS FLUSH POINT WITH BALL VALVE" 0 PERIMETER OF AREA © PERIMETER PURPLE DRIPLINE PIPE TO BE INSTALLED 2"-4" 0 FROM PERIMETER OF AREA PVC SUPPLY PIPE FROM RAIN BIRD CONTROL ZONE KIT (SIZED TO MEET LATERAL FLOW DEMAND) © PVC SUPPLY MANIFOLD ® CONNECTION FROM SUPPLY MANIFOLD TO PURPLE DRIPLINE (TYPICAL)· SEE INSET A @) suB-SURFACE PURPLE DRIPLINE: RAIN BIRD XF SERIES PURPLE DRIPLINE (TYPICAL) POTABLE: XFS PURPLE DRIPLINE NON-POTABLE: XFSP PURPLE DRIPLINE @½" POLYETHYLENE BLANK TUBING: RAIN BIRD XF SERIES BLANK TUBING @ BARB X BARB INSERT TEE OR CROSS: RAIN BIRD XFD-TEE OR RAIN BIRD XFD-CROSS (TYPICAL) @ AIR RELIEF VALVE: RAIN BIRD AR VALVE KIT SEE RAIN BIRD DETAIL "XFS AIR RELIEF VALVE KIT" OR 'XFS AIR RELIEF VALVE KIT IN PVC HEADER" t:":\ BARB X FEMALE FITTING: ~ RAIN BIRD XFD-TFA-075 FITTING @ ¾" PVC NIPPLE, LENGTH AS NECESSARY PROJECT NO. CUP 10-10, SUP 10-03 CD PVC EXHAUST HEADER © PVC SCH 40 TEE OR EL (TYPICAL) ® FLUSH POINT (TYPICAL) SEE RAIN BIRD DETAIL "XFS FLUSH POINT' OR "XFS FLUSH POINT WITH BALL VALVE" 0 BARB X MALE FITTING: RAIN BIRD XFD-MA FITTING (TYPICAL) 0 PERIMETER OF AREA ro\ BARB X BARB INSERT TEE OR CROSS: ~ RAIN BIRD XFD-TEE OR RAIN BIRD XFD-CROSS (TYPICAL) 0 PERIMETER PURPLE DRIPLINE PIPE TD BE INSTALLED 2'-4" FROM PERIMETER OF AREA lo'\ SUB-SURFACE PURPLE DRIPLINE: "V RAIN BIRD XF SERIES PURPLE DRIPLINE (TYPICAL) POTABLE: XFS PURPLE DRIPLINE NON-POTABLE: XFSP PURPLE DRIPLINE (7:\ ½" POLYETHYLENE BLANK TUBING: '-::.J RAIN BIRD XF SERIES BLANK TUBING @AIR RELIEF VALVE: RAIN BIRD AR VALVE KIT c., SEE RAN BIRD DETAIL "XFS AIR RELIEF VALVE KIT' \_'_Y PVC SUPPLY MANIFOLD @ PVC SUPPLY PIPE FROM RAIN BIRD CONTROL ZONE KIT (SIZED TO MEET LATERAL FLOW DEMAND) @ TOTAL LENGTH OF SELECTED PURPLE DRIPLINE SHOULD NOT c;-, EXCEED LENGTH SHOWN IN TABLE ~ PVC SCH 40 RISER PIPE XFS PURPLE DRIPLINE Maximum Lateral Lengths (Feet) Inlet Pressure psi 15 20 30 40 50 Inlet Pressure psi 15 20 30 40 50 12' Spacing 18" Spacing 24' Spacing Nominal Flow (GPH) Nominal Flow (GPH) Nominal Flow (GPH) 0,6 0.9 0,6 0.9 0.6 0.9 255 194 357 273 448 343 291 220 408 313 514 394 350 266 494 378 622 478 396 302 560 428 705 541 434 333 614 470 775 594 XFS PURPLE DRIPLINE Maximum Lateral Lengths (Feet) 12" Spacing 18" Spacing 24' Spacing Nomleal Flow (GPH) Nominal Flow (GPH) Nominal Flow (GPH) 0.6 255 291 350 396 434 0.9 0.6 0.9 0.6 0.9 194 357 273 448 343 220 408 313 514 394 266 494 378 622 478 302 560 428 705 541 333 614 470 775 594 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11AS BUILT 11 363 5th Avenue, Suite 201 San Diego, Cafifornia 92101 ACE __ _ REVIEWED BY: EXP, ___ _ DATE tel (619)296-3150 /BJ/. (619) 501-7725 W\.W',mrasd,com INSPECTOR DATE NOTE: VERTICAL CLEARANCE OF 12" MINIUMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE STREET. NOTE: ALL RECYCLED WATER IRRIGATION PIPING AND SLEEVES SHALL BE PURPLE AND IABELED AS SPECIFIED IN: l-1:,=2.:=:07::..:.1=-2 +--+=1 sc.=t C-=D=-S::::U:.:BMc::.:ITTc:...:.:.;AL=-R:.::EV:.:.:IS::::10::::Nc:.::S:_ _____ +---+--+--+---i I SHESET I C ITV Q F CAR LS BAD ~ 12.21.12 2nd CD SUBMITTAL REVISIONS S 01.10, 13 3rd CD SUBMITTAL REVISIONS ~;:;:;;:;:;'.;;;::;;;;;::;:;;;;;:P::;LA::;N;N;:;IN;:;G;:;;D;;IV;:IS=IO=N====:::::'...'.:::==:::; 0 PO !ABLE L/\IERAL LINE C]ZOSSINC~ N.T.S. C:\DRAWING FILESfflTLE SHEETS\CLSB--IP.DWG REVISED: 413/2012 "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS" "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS" OCTOBER 1993 POTABLE ,VIAINLINE CROSSING N.T.S. 07.15,13 CONSTRUCTION CHANGE ~-ei:.-1"11 ~ LANDSCAPE IRRIGATION DETAILS FOR KINGDOM HALL L-5.1 APPROVED: I~ g,.eG.> -~~ PLANNING DATE lr-.!ITIAL DESIGNER OF WORK REVISION DESCRIPTION DWN BY: MA PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKDBY: QAVIQ OTHER APPROVAL CITY APPROVAL RVWDBY: CUP 10-10 475-9L :""'-:~-- -7 -~---...... T ~ --• l.J.J '\ -.J )OJ -'0 cc / l I I I • I I I I I I_ ~ -w _______ I I • I .,·.·.·.- ':f~-~ ~ '"• ' '· -/; -,,....... ___ _ 11 IV ----------\/ ', " I " " --------w -------- I AREA ENLARGEMENT A -PLANTING PLAN \ \ I I \ \ AREA ENw\RGEMENT B SEE SHEET L-4.1/6.1 C:\DRAWING FILES\T/TLE SHEETS\CLSB-IP.DWG REVISED: 4/3/2012 ---------w -----------• __ EL CAMINO REAL __ I '. ------w --- I / I ,' .-/ ' --·-J ,•, f~t 1 °==20' -w- D E F G H J -·- ' I 3 -W--- \ I I I I ! TIN AT MATURITY) ARE NOT WITHIN THIS AREA \ CLOSURE PER CIVIL ENGR.'S Pw>.Ns'· EA -CHARLIE TABLE FROM w\NDSCAPE FORMS .landscapeforms.com/en-US/site-furniture/Pages/charlie-table.aspx Lw\TION SEE DETAIL 'A' SHT. L-6.2 ES "BARK MULCH FOR PATHWAY IN EASEMENT -SEE APPROVED CIVIL DRAWINGS DGE ACCESS ROAD PER CIVIL DWGS. -FOR GROUND COVER SEE SHT. L-6.2 THIN 1 O' OF SEWER SHALL RECEIVE LINEAR ROOT BARRIER T* -TREES IN AND MAINTAIN R LINE. VEHICUw\R SIGHT LINES. TREE CANOPY SHALL BE TRIMMED ED AT 6' HT. FROM FINISH GRADE BIO-SWALES SHALL BE FULLY KNITTED IN AND PROVIDE Pw\NTINGS IN COMPLETE CO WORKING FILT VERAGE OF THE SWALE AREA IN ORDER TO PROVIDE A ER PRIOR TO BUILDING OCCUPANCY PERMITS BEING SIGNED. 12.07.12 1st CD SUBMITTAL REVISIONS 12.21.12 2nd CD SUBMITTAL REVISIONS 01.10.13 3rd CD SUBMITTAL REVISIONS mLa·SI) ~~/ ~";}j-r 1 <(5lt:;?£c,7/:.,,, 4-c. 363 5th Avenue, Suite 201 San Dfr~go, California 92101 tel (619)296-3150 fax (619) 501-7725 www.mlasd,com I SH~ET I i I i i PROJECT NO. CUP 10-10, SUP 10-03 -w------w-------W - 10 20 I ! I ARETA RESIDEN l"'J•(\~~ ... -- -.. '-·' -1" I NOBIH---- 40 GRAPHIC SCALE ( IN FEET) I 1 INCH = 20 FT. APPROVED FOR IRRIGATION AND PL4NTING ONLY, INCLUDING PRECISE LOCATION OF PL4NTING AREA. "AS BU IL T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE 80 I CITY OF CARLSBAD ~ PLANNING DIVISION 5 07.15.13 /1\ CONSTRUCTION CHANGE :,.z«-·J'!, ~ w\NDSCAPE PLANTING Pw\NS FOR 08.01.13 /2\ w\NDSCAPE ARCHITECTURAL REVIEW COMMENTS ~~b·I~ 1-6 KINGDOM HALL L-6.0 APPROVED: t~ C--r--~L.pit ~·U-~";, PLANNING FOR PIJ>.NT MATERIAL LEGENDS SEE SHEET L-6.2 FOR SLOPE EROSION CONTROL REQUIREMENTS SEE SHEET L-8.0 DWNBY: MAHA PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: DAVID DESIGNER OF WORK REVISION DESORIPlllC)N OTHER APPROVAL CITY APPROVAL RVWDBY: CUP 10-10 475-9L --------------- LEGEND 1. 2. 3. 4. 5. FUTURE PARKING LOT -PHASE II PROPERTY LINE CURB & GUTTER PER CIVIL ENGR.'S PLANS SIDEWALK PER CIVIL ENGR.'S PLANS VISIBILITY TRIANGLE, ELEMENTS OVER 30' IN HEIGHT (INCLUDING PLANTING AT MATURITY) ARE NOT ALLOWED WITHIN THIS AREA. NOTE ALL TREES WITHIN 10/ OF SEWER SHALL RECEIVE LINEAR ROOT BARRIER AGAINST SEWER LINE. ~ -------------- EXISTING EASE½ENTS A B C D E F G H J EXISTING SDGE EASEMENT REC. 7/27/60 AS DOC. NO. 151772 OF 0.R. EXISTING 1 O' WIDE STREET LIGHT & MAINTENANCE EASEMENT PER PM NO. 20174 EXISTING STORM DRAIN EASEMENT GRANTED TO CITY OF CARLSBAD REC. DECEMBER 6, 2005 AS FILE NO. 2005-01050107 OF 0.R. EXIST. 30' WIDE GENERAL UTILITY & ACCESS EASEMENT PER PM NO. 20174 EXIST. 30' WIDE COVENANT OF ACCESS EASEMENT FOR BENEFIT OF PARCELS 3 & 4 REC. DECEMBER 20, 2006 AS DOC. NO. 2006-0901066 OF 0.R. EXIST. 20' WIDE DRAINAGE EASEMENT PER PM 20174 EXISTING EASEMENT TO CITY OF CARLSBAD AS SUCCESOR IN INTEREST, GRANTED TO COUNTY OF SAN DIEGO FOR DRAINAGE STRUCTURES, EXCAVATION & EMBANKMENT SLOPES PURPOSES REC, 7/24/70 AS FILE NO. 130797 OF O.R EXIST. 1 O' WIDE SDGE&E EASEMENT FOR PUBLIC UTILITIES REC. 3/8/2007 AS INSTRUMENT NO. 2007-0161310 OF O.R. EXIST. REAL ESTATE COLLATERAL MANAGEMENT CO. ACCESS & UTILITY EASEMENT & LANDSCAPE EASEMENT REC. 6/29/2007 AS INSTRUMENT NO. 2007-0439413 OF O,R. EXISTING 20' WIDE WATER EASEMENT C:\DRAWIN<3 FILES\TITLE SHEETS1,0LSB-IP.DWG REVISED: 4/3/2012 \ --------w --11w,---.._ PROJECT NO. CUP 10-10, SUP 10-03 --------w -~ ....... ___ --------------- w • ----------------------------w -------------tLcAMtNo ------------w t,1DSC4P:..._~ a P, 12-3 'ti DAVIO ---' 11,llcuu.o c..,. FOR Pl.ANT MATERIAL LEGENDS SEE SHEET L-6.2 FOR SLOPE EROSION CONTROL REQUIREMENTS SEE SHEET L-8.0 ------------ ---------------w ------------w --------------w ---------------\\I 20 D ~-~ 10 I 20 I (IN FEET) 40 I GRAPHIC SCALE 1 INCH= 20 FT. 80 I ---------w 363 5th Avenue, Suite 201 San Diego, California 92101 tel (619)296-3150 fax (619) 501-7725 W.\'W,mfasd.com --. RCE __ _ REVIEWED BY: INSPECTOR . - Q EXP. ____ _ DATE DATE 122112 2ndCDSUBMITTALREVISIONS CITY OF CARLSBAD ~ 12.07.12 1st CD SUBMITTAL REVISIONS ~ r,on11i"' .. 1iiio~.1Ci3t---f-'3~,~d-;:;C:;:;D'-;:S;;':U:;:;B;-;M:;:;ITT:;A~L~R;:;EV~IS::;IO~N:-;:S;:--------+---+--l----+----I O PLANNING DIVISION ~ 07.15.13 CONSTRUCTION CHANGE '"·"-'··I'" n~ ~~;:;;~;;,:;;::;:;_;:;:;;:;::;~;;:;;;;:::::::::::==:====:...:====; "' -• <-LANDSCAPEPLANTING PLANS FOR i---i---+----------------+--+--l----1---~ I APPROVED: . PLANNING DATE INJTIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWNBY: CHKD BY: RVWDBY: KINGDOM HALL L-6.1 MAHA DAVID PROJECT NO. CUP 10-10 DRAWING NO. 475-9L - PR_OPOSED PLANT MA TER_IAL EVERGREEN TREES EU ME TC CODE BOTANICAL NAME/ COMMON NAME EUC FIG EUCALYPTUS FICIFOLIA / RED FLOWERING GUM SUPPORT TREE MET EXC METROSIDEROS EXCELSUS / NEW ZEALAND CHRISTMAS TREE STANDARDS-HIGH BRANCHING TRI CON TRISTANIA CONFERTN BRISBANE BOX SUPPORT TREE NATIVE/NATURALIZED TREES CODE BOTANICAL NAME/ COMMON NAME PR QI SHRUBS au p h t s NATIVE GRASSES 0 NATIVE SHRUBS w SUCCULENTS a VINE/ESPALIER D s SHRUB AREAS GROUND COVERS ////// ////// ////// ////// / , , , / MEDIUM GROUND COVERS PLA SY2 PLATANUS RACEMOSA / CALIFORNIA SYCAMORE-STANDARDS QUE ILE QUERCUS ILEX / HOLLY OAK CODE BOTANICAL NAME/ COMMON NAME ARB TRE ARBUTUS UNEDO / STRAWBERRY TREE MULTI-TRUNK LARGE SHRUB AS MUL Tl PHO BRO PHORMIUM TENAX 'BRONZE BABY' / BRONZE BABY NEW ZEALAND FLAX MATCHES EXISTING HET ARB HETEROMELES ARBUTIFOLIA / TOY ON PIT SIL PITTOSPORUM TENUIFOLIUM 'SILVER SHEEN' / TAWHIWHI SAL CLE SALVIA CLEVELANDII SUPPORT SHRUB CODE BOTANICAL NAME/ COMMON NAME JUN PAT JUNCUS PATENS / CALIFORNIA GRAY RUSH CALIFORNIA NATIVE/ BIO-SWALE CODE BOTANICAL NAME/ COMMON NAME WOO FIM WOODWARDIA FIMBRIATA / GIANT CHAIN FERN CALIF. NATIVE/ BIO-SWALE CODE BOTANICAL NAME/ COMMON NAME AGA ATT AGAVE ATTENUATA / AGAVE DONATED-LANDSCAPE CODE BOTANICAL NAME/ COMMON NAME DIS BUG DISTICTIS BUCCINATORIA / BLOOD RED TRUMPET VINE STE FLO STEPHANOTIS FLORIBUNDA / MADAGASCAR JASMINE CODE CLIMl2 CiSSUN CODE BAC PEA MYO PUT CODE CAR PAN BOTANICAL NAME/ COMMON NAME CLIVIA MINIATA/ KAFFIR LILLY DONATED-LANDSCAPE CISTUS 'SUNSET/ MAGENTA ROCKROSE BOTANICAL NAME/ COMMON NAME BACCHARIS PILULARIS 'TWIN PEAKS' /TWIN PEAKS COYOTE BRUSH NEW GROUND COVER MYOPORUM PARVIFOLIUM 'PUTAH CREEK'/ PUTAH CREEK MYOPORUM NEW GROUNDCOVER BOTANICAL NAME/ COMMON NAME CAREX PANSA / MEDOW SEDGE CALIFORNIA NATIVE/ BIO-SWALE HYD MIX HYDROSEED MIX SEE CALIFORNIA NATIVE WILDFLOWER MIX TO THE RIGHT . . . . . SDGE ACCESS ROAD GROUND COVER CONT WUCOLS Low 0.1-0.3 24"box Moderate 0.4-0.6 24"box Low 0.1-0.3 CONT WUCOLS 2411box Low 0.1-0.3 24"box Low 0.1-0.3 CONT WUCOLS 5GAL@8'0C Moderale 0.4-0.6 5GAL@5'0C Moderate 0.4-0.6 5GAL@5'0C Low 0,1-0.3 5GAL@6'0C Moderate 0.4-0.6 5GAL@4'0C Low 0.1-0,3 CONT WUCOLS 1 GAL@2' OC Moderate 0.4-0.6 CONT WUCOLS 5 GAL@ 4' DC Moderate 0.4-0.6 CONT WU COLS CUTTINGS@ 4' OC Low 0.1-0.3 CONT WUCOLS 15 GAL@S' QC Moderate 0.4-0.6 5GAL@8'0C Moderale 0.4-0.6 CONT WUCOLS 1 GAL@ 18'' OC Moderate 0.4-0.6 5GAL@24"0C Low 0.1-0.3 CONT WULCOLS FLAT@ 18" QC Low 0.1-0.3 FLAT@18"0C Low 0.1-0.3 CONT WULCOLS 4"POT@6"0C Low 0.1-0.3 Low 0.1-0.3 [J GRASS PAVERS: GRASSPAVE2, available at http://www.invisiblestructures.com/grasspave2.html WITH MARA THON 111 SOD □ DECOMPOSED GRANITE: 'COYOTE GOLD' COLOR, 1/4" D.G. PREMIXED AND PRE STABILIZED, available at hltp://www.krcrock.com/ecom/index.php?main page=product info&cPath=196 18 20&products ld=4128 \.~..._.====·-.__,..._"'----,._ .,.__,...._.....__,.____,'----"_,..__...._,.__,.___,,.____,,.____.,_____.,___.,,..__,,.._,.._,,.___ .,._ .,.__,..._....__,...__,,__,._,..__...._,.____,..___,,.__--...__,-...__, . ...__, . .__,,._,.._,,.___ .,._ .,._,._,...__,...__,,.) C.\DMWJNG FILESIJITLE SHEETS\CLSB-IP.DWG REVISED. 4/3/2012 QTY 3 12 15 QTY 15 8 QTY 27 5 47 25 129 QTY 95 QTY 27 QTY 5 QTY 2 3 DETAIL B, SHT.L-7.0 B, SHT.L-7.0 B, SHT.L-7.0 DETAIL B, SHT.L-7.0 8, SHT.L-7.0 DETAIL C, SHT.L-7.0 C, SHT.L-7.0 C, SHT.L-7.0 C, SHT.L-7.0 C, SHT.L-7.0 DETAIL DETAIL C, SHT.L-7.0 DETAIL C, SHT.L-7.0 DETAIL D, SHT.L-7.0 D. SHT.L-7.0 QTY DETAIL 9B A&C, SHT.L-7.0 495 A&C, SHT.L-7.0 QTY DETAIL 7,338 A&C, SHT.L-7.0 QTY DETAIL 10,246 A&C, SHT.L-7.0 SHT.L-6.2 ---EXISTING PLANT MA TER_IAL TO R_EMAIN / ' / ' --------------------------- / \ EVERGREEN TREES I QI l CODE QTY \1-·-------, QUE ILE 11 '\ / ' .,,, '--~ ..... ----, / / ' --, / \ I I \ ...-----... I T 11----TRIS CON 8 I ) / ,, / I QS / \ ....__ \ I I Pl t---✓=----...=--, '-PLA ACE \ I \ I / \ '-/ '-_.../ I '-._ _ -...-.__ -I\ M }-MET EXC QUE SUB 6 6 1 '-/ ...... -.,,. GROUND COVERS CODE QTY BOTANICAL NAME Quercus ilex Fire Resistant-Low Water Useage Ouercus suber Fire Resistant-Low Water Useaga Trlstania conferta Fire Resislant-Low Water Useaga Platanus acerifolia 'Bloodgood' Fire Resistant-Low Waler Useage COMMON NAME Holly Oak Cork Oak Brisbane Box London Plane Tree Metrosideros exce!sus New Zealand Christmas Fire Resistant-Moderate Waler Useage Tree BOTANICAL NAME COlvl~ON NAME CONT SIZE WUCOLS Existing Existing Low (L) .1-.3 Existing Existing Low (L) .1-,3 Existing Existing Low (L) .1-.3 Existing Existing Low (L) .1-,3 Existing Existing Mod. {M) .4-.6 CONT HEIGHT WUCOLS BAC PEA 72,057 sf Baccharis pilularis 'Twin Peaks' Twin Peaks Coyote Brush Existing 12"-18" Low (L) .1-.3 Fire Resistant-Low Water Useage & MYO PUT~ Myoporum parvifolium 'Putah Creek' Putah Creek Myoporum Exlsling 12"-18' Low (L) . 1-.3 ~ Fire Resistant-Low Water Useage to be modified • EXISTING GROUND COVER CODE QTY BOTANICAL NAME COMMON NAME CONT HEIGHT WUCOLS ROS DWA 1,158 sf Rosmarinus officinalis 'Proslratus· Dwarf Rosemary Existing 12"-18" Low (L) .1-.3 WITHIN THESE AREAS ARE ALSO EXISTING SMALLER AREAS OF THE FOLLOWING: AGAVE ATTENUAFOLIA, ALOE ARBORASONS, ARBUTUS UNEDO, PHORMIUM TENAX, ROSEMARY 0. 'TUCAN BLUE', ROSEMARY 0. 'PROSTRATA', LAVENDULA DENTATA, COMAROS DIVERSAFOLUM, RHAMUS CAL., RIBES IND, CEANOTHUS 'CONCHA', TEUCRIUM FRUTESENS AND BOUGAINVILLIA 'LA JOLLA RED. ALL EXISTING U\NDSCAPING IS TO REMAIN AS APPROVED ON CITY DRAWING 430-4L. EXISTING SLOPE LANDSCAPING SHALL BE REFURBISHED/REPAIRED AS APPROPRIATE TO MEET LANDSCAPE MANUAL SLOPE RE-VEGETATION REQUIREMENTS AND TO FILL IN ALL BARE AREAS WITH PLANTINGS AS APPROVED ON DWG 430-4L. T' -TREES IN VEHICULAR SIGHT LINES. TREE CANOPY SHALL BE TRIMMED AND MAINTAINED AT 6' HT. FROM FINISH GRADE %MIX 03 08 04 17 04 02 04 08 05 25 04 06 04 06 100% CALIFORNIA NATIVE WILDFLOWER MIX SPECIES ACHILLEA lvllLLEFOLIUlvl CLARKIA AMOENA COLLINSIA HETEROPHYLLA ESCHSCHOLZIA CALIFORNICA GILIA CAPITATA GILIA TRICOLOR LAYIA PLATYGLOSSA LINUMLEWISII LUPI NUS MICROCARPUS DENSIFLORUS LUPINUS SUCCULENTUS MIMULUS AURANTIACUS PUN ICE US NEMOPHILA MACULATA NElvlOPHILA MENZIESII PHACELIA CAMPANULARIA NATIVE SLURRY MIX PRODUCT LBS/ACRE "CONWED" 10:)% WOOD FIBER 2000 "ECOLOGY CONTROLS~ M-BIND[R 150 15-15 • 15 FERTILIZER 200 SEED MIX CAN BE OBTAINED THROUGH: S&S SEEDS P.O. BOX 1275 CARPINTERIA, CA 93014-1275 PH: 805.684.0436 FAX: 805.684.2798 WVVW SS-SEEOS.COM MINIMUM% PURITY/ GERM. 98 170 98 / 85 98 / 85 98 / 80 98 / 80 98 I BO 60 / 60 98 I B□ 90 170 98 I 85 02 / 60 95 /75 98 175 98 I 80 .... A MIXTURE OF ANNUAL AND PERENNIAL WILDFLOWERS & NATIVE SHRUBS MAY BE USED FOR IRRIGATED OR NON-IRRIGATED SITES. THIS MIX WILL FLOWER MOST OF THE YEAR WHEN PROPERLY IRRIGATED. GROVVS 2'-3' TALL, SHRUBS UP TO 4' TALL MANY MORE NATIVE SHRUBS ARE AVAlLABlE TO ADD TO THIS MIXTURE, IF SO DESIRED. NOTE: FL.Al HE:AD SCREW· .. ~ 1,,BlE LEG ,-. -_-.. -.. ,--~-~ / W:TH Gdc:IE- r ·-· ---·":) ! .. '1 : C ; --.. ' ·---~ ' ' ! / I~ [_ 1 _ '---11 · -' .· Fig.1.4 -DRO:"-JN J\NCHVR Concrete and table leg shown in section view for cli.lrity If specifying a Landscape Forms' umbrella, the umbrella must be ordered with the surface mount stand. The surface mount stand must be anchored. Refer to the separate installation guide for the umbrella surface mount stand for mounting instructions. INSTALLATION: 1. Prepare proper concrete slab as required . 2, Set table in place and mark hole locations. 3. Move table and drill holes. Clear holes of debris. 4. Install drop•in anchor as shown in Fig. 1.4. Ensure top of anchor Is flush or slightly below concrete surface. Expand wilh setting tool. 5. Set table in place and install flat head screws. 6. Tighten securely. ~-... I ~I_N_ST_A_LLA TIOl"J_DETAIL N.T.S. IllLa·S1) /kc,#~£~-~/ f ~/4,,.-;-J,.,c. 12.07.12 1st CD SUBMITTAL REVISIONS 12.21.12 2nd CD SUBMITTAL REVISIONS 01.10.13 3rd CD SUBMITTAL REVISIONS 363 5th Avenue, Suite 201 San D;ego, California 92101 tel (619)296-3750 fax (619) 501-7725 WlrVVv.mlasd.com ~ PROJECT NO. CUP 10-10, SUP 10-03 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11AS BUILT" ACE ___ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD ~ PLANNING DIVISION /4:wDSC4:;---="~'\ 07.15.13 /1\ CONSTRUCTION CHANGE f.•'Z-1,·13 ~ LANDSCAPE PLANTING LEGENDS FOR 08.01.13 /2\ LANDSCAPE ARCHITECTURAL REVIEW COMMENTS ~·2.b-1~ KINGDOM -.. HALL / ~~ -...:,..._ ('-'j, / <,,,._ UC. #~048 '~ ,._. ' '/ 0 I EXI' 12·31-14 't, \ ( " I °'""" " I L-6.2 ~ / 1,4ocuuouc.tt I 1. ,c,..,. ,.__ ! \*\ oa.oua )¥-1 APPROVED: ~.J'.· C:f,~~-ot ~ ' ' ,g,. 'Zfo. (~ ¾.,__ ---=d .-- '""1r " /5' DF Cl'-1..\fc¢ PLANNING "--...._~_..., DWN BY: ,rnHA PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE !NIT!AL CHKD BY: QAVIQ DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITV APPROVAL RVWDBY: CUP 10-10 475-9L PLANTING NOTES REFER TO PLANTING SPECIFICATIONS AND DETAILS FOR SOIL PREPARATION, FERTILIZATION, MULCHING AND OTHER PLANTING INFORMATION. NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTION SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH DAMAGED UTILITIES. LOCATION OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS HYDRANTS, TRANSFORMERS, ETC. ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. OBTAIN ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS FROM ON-SITE EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, SUBMIT IMPORT SOIL TESTING RESULTS FOR APPROVAL PRIOR TO IMPORTATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION ~-HAVE SAMPLES TESTED BY A CERTIFIED AGRONOMIC SOILS TESTING LAB, FOR SOIL FERTILITY, AGRICULTURAL SUITABILITY TEST AND SOIL PREPARATION RECOMMENDATIONS. TAKE TWO SAMPLES AT EACH LOCATION: (1) GROUND LEVEL TO 10" DEEP, (2) 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL TO BE LABELED PER LOCATION AND DEPTH. INSTALL SOIL PREPARATION AND BACK FILL MIX TO CONFORM TO THESE AGRONOMIC RECOMMENDATIONS. SUBMIT SOIL REPORT TO LANDSCAPE ARCHITECT PRIOR TO PLANTING. IF LOCATIONS FOR SOILS TEST ARE NOT FOUND ON PLANS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE LANDSCAPE ARCHITECT FOR SAID LOCATIONS PRIOR TO BEGINNING ANY WORK. FOR BID PURPOSES, PROVIDE SOIL PREPARATION AND BACKFILL BID BASED ON SOILS RECOMMENDATIONS REPORT PROVIDED BY OWNER. KILL AND REMOVE ALL EXISTING WEEDS FROM SITE AREAS PER SPECIFICATIONS. ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS, 2% MINIMUM. OBTAIN COPY OF LATEST CIVIL ENGINEER'S PARKING STRIPING PLAN. ALIGN TREES WITH PARKING STRIPES IN PARKING LOTS AS SHOWN. LOCATE AND TAG ALL PLANT MATERIAL. MATERIAL SHALL BE IN CONFORMANCE WITH PLANTING PLAN DESCRIPTIONS AND SPECIFICATIONS. ALL PLANT MATERIAL IS SUBJECT TO REVIEW AND APPROVAL PRIOR TO INSTALLATION. PROVIDE PHOTOS OF REPRESENTATIVE EXAMPLES OF EACH TAGGED BLOCK TO LANDSCAPE ARCHITECT MINIMUM 21 DAYS BEFORE ANTICIPATED DELIVERY. PHOTOS SHALL INCLUDE A PERSON FOR SCALE PURPOSES. LANDSCAPE ARCHITECT MAY OPT TO REVIEW MATERIAL AT GROWING NURSERY. MATERIAL DELIVERED TO THE SITE MAY BE REJECTED BASED ON UNHEALTHFUL APPEARANCE OR NON CONFORMANCE WITH SPECIFICATIONS EVEN IF PREVIOUSLY REVIEWED BY THE LANDSCAPE ARCHITECT OR OWNER. ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FORM. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE. PLANTING QUANTITIES ARE GIVEN FOR CONVENIENCE ONLY. PLANT SYMBOLS AND SPECIFIED SPACING SHALL TAKE PRECEDENCE. AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW OF SHRUBS AND/OR GROUND COVER SHALL BE LOCATED NO FARTHER FROM THE EDGE THAN ONE-HALF THE SPECIFIED ON-CENTER SPACING. INSTALL GROUND COVER AND/OR SHRUB MASSES WITH TRIANGULAR SPACING UNLESS OTHERWISE INDICATED. PROVIDE FERTILIZER TABLETS FOR EACH CONTAINER GROWN PLANT 1 GALLON AND LARGER PER SPECIFICATIONS. FOR ALL TREES WITHIN 5'-0' OF PAVING, INSTALL ROOT BARRIER ALONG PAVING EDGE BY DEEP ROOT CORPORATION (BOO) 458-7668. ALL CURVE TO CURVE AND CURVE TO TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH AND UNIFORM. REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION UPON PROVIDING SUPPORT PER PLAN. LIST ON THE PLANT MATERIAL GUARANTEE ALL EXISTING TREES THAT HAVE HAD WORK PERFORMED WITHIN B'OFTRUNK. PALMS -ANY PALMS INDICATED ON THE PLANS SHALL BE FURNISHED BY THE CONTRACTOR IN A "SKINNED" TRUNK CONDITION UNLESS NOTED OTHERWISE OR INDICATED BY THE LANDSCAPE ARCHITECT. DURING THE LENGTH OF THE GUARANTEE PERIOD BE RESPONSIBLE FOR PROPER STAKING AND/OR GUYING OF TREES TO ENSURE STABILITY. 3" MULCH AS REQUIRED BY THE LANDSCAPE MANUAL FOR ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 2:1 SLOPE THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LA. CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. C:\DRAW/NG FILES\TITLE SHEETS\CLSB-IP.DWG REVISED: 4./3/2012 0 NOTE LEGEND: 1. BACKFILL MIX, (SEE SPECS.) 2. TAPER 1 : 1 MAX. CUT SLOPE AT PLANT PIT 3. FERTILIZER TABLETS (SEE SPECS.) 4. PERMANENT BASIN 5. PUDDLE AND SETTLE BACKFILL PRIOR TO PLACEMENT OF SHRUB 6. EXISTING SLOPE 7. 2x WIDTH OF ROOTBALL 8. ROOTBALL 9. MIN. 1 1/2x ROOTBALL DEPTH EROSION CONTROL FABRIC SHALL BE INSTALLED ON THIS SLOPE TO CONTROL EROSION WHILE I PLANTS ESTABLISH l .... _s_HR_UB_O_N_S_LO_P_E_PLANTING B I N.T.S. ~ PREVAILING WIND LEGEND: 1. CENTER TREE IN BASIN, SET CROWN 1" ABOVE GRADE 2. BASIN, 2" DEEP MULCH PER SPECIFICATIONS 3. 2''X10' STAKES PER SPECIFICATIONS 4. TREE CINCH TIES PER SPECIFICATIONS 5. TEMPORARY 3" BERM 6. PLANT TABLETS PER SPECIFICATIONS 7. BACKFILL PER SPECIFICATIONS 8. UNAMENDED NATIVE SOIL BACKFILL FIRMED TO SUPPORT PLANT 9. ROOTBALL 10. SCARIFY EDGES OF PLANT PIT 11. EXISTING SLOPE 12. TAPER 1 : 1 MAX. CUT SLOPE AT PLANT PIT 13. ARBOR GUARD 14. ROOT AERATION TUBE -2 PER TREE. 4" DIA. PERFERATED PIPE WRAPPED IN FILTER FABRIC, WITH NDS PLASTIC DRAIN CAP. NOTES: A. REMOVE STAKE WHICH COMES WITH PLANT FROM NURSERY B. PLACE PARALLEL TO CURB OR WALK WHERE POSSIBLE C, ON SLOPES PLACE STAKES ON EITHER SIDE OF TRUNK AT SAME ELEVATION D. IN FLAT AREAS, PLACE STAKES ON EITHER SIDE OF TRUNK PARALLEL TO PREVAILING WINDS E. TREES PLANTED IN TURF SHALL HAVE A 2' WIDE CIRCLE CLEAR OF LAWN AND FILLED WITH MULCH AROUND TRUNK. F. EROSION CONTROL FABRIC SHALL BE INSTALLED ON THIS SLOPE TO CONTROL EROSION WHILE PLANTS ESTABLISH / / / / / ~SEE NOTE / 12 LEGEND: 1. (2) 2 IN. DIA. X 10 FT. LONG LODGEPOLE PINE STAKES, SET PERPENDICULAR TO PREVAILING WINDS. 2. V.I.T. 'CINCH TIES', OR EQUAL INSTALL PER MANUFACTURE'$. 3. SET CROWN 2 IN. ABOVE FINISH GRADE. 4. CUT TOP SECTION OFF STAKE 6' BELow TREE CANOPY 5. FINISH GRADE. 6. BACKFILL (SEE SPEC.) PUDDLE AND SETTLE. SET TREE 2 IN. ABOVE FINISH GRADE. 7. 2 X ROOTBALL DIAMETER. B. PLANT TABLETS. INSTALL PER MANUFACTURER'S SPECS. 9. PLACE STAKES OUTSIDE OF ROOTBALL 10. TREE PIT-FILL AND SETTLE WITH A MIN. OF 24 HOURS PRIOR TO PLANTING. 11. FINISH GRADE AT EXISTING SLOPE (AS REQ'D). 12. SUBGRADE NOTES: A) TREES 15 GALLON SIZE OR SMALLER- PROVIDE SINGLE STAKE. CUT STAKE 6" BELow TREE CANOPY. B) TREES 24 BOX SIZE OR LARGER- PROVIDE DOUBLE STAKE. CUT STAKE 6'' BELow TREE CANOPY. TREE PLANTING DETAIL 5'-0" OR AS REQUIRED LEGEND: 1. ANCHOR INTO WALL: SCREW EYE FOR WOOD EXPANDABLE ANCHOR IN MASONRY 2. 13 GAUGE GALVINIZED WIRE. NUMBER AS REQUIRED TO COVER WALL 3. FLEXIBLE TIE. TAPE SECURING VINE TO WIRE. 4. FINISH SURFACE NOTE: WHEN PLANTING SEVERAL VINES ON ONE WALL, WIRE TRELLIS SHALL BE CONTINUOUS 0-6 0 0 0 I N.T.S. TREE ON SLOPE PLANTING N.T.S. D __ I _YI_N_E_TY_I_N_G_D_E_TAI_L _______ ~ 7 _cl 6 .. MIN, LEGEND: 1. CONCRETE PAVING -REFER TO CONSTRUCTION PLAN FOR COLOR AND FINISH 2. #3 REBAR AT 18" O,C., EACH WAY, CENTERED IN SLAB 3. FINISH GRADE 4. COMPACTED SUBGRADE PER SOILS ENGINEER'S REPORT 5, 1/4" TOOLED RADIUS 6. EXPANSION JOINT (SEE CONTROL JOINT DETAIL) 7. CONCRETE SIDEWALK PER CIVIL DRWGS CONCRETE PAVING N.T.S. NOTES: A. PAVING THICKNESS, BASE PREPARATION AND REINFORCING ARE SHOWN FOR BID PURPOSES ONLY. VERIFY REQUIREMENTS OF THE SOILS REPORT AND COMPLY. B. PROVIDE FINISH SAMPLE PER SPECIFICATIONS. C, EXPANSION JOINTS SHALL BE INSTALLED AT ALL JUNCTIONS WITH VERTICAL SURFACES-WALLS, CURBS, STEPS, BUILDING WALLS, ETC.-AND AT ALL AREAS AS INDICATED ON THE PLANS. * 3 1/2" PEDESTRIAN USE CONCRETE 5 1 /2" AUTOMOBILE USE CONCRETE pe,,--=-----------::--...c L.1'1°4D .,.~• 4"-UC. ~ EXl'.12-31-1 (I:; DA.VIDW, II:' ~GULlOUBH c::,..,. L_ ll8.01.13 '---- 12.07.12 12.21.12 01.10.13 07.15.13 DATE , INITIAL DESIGNER OF WORK N.T.S. 1 s1 CD SU BM ITT AL REVISIONS 2nd CD SUBMITTAL REVISIONS 3rd CD SUBMITTAL REVISIONS CONSTRUCTION CHANGE REVISION DESCRIPTION Al Cl PROJECT NO. CUP 10-10, SUP 10-03 EDGE OF PLANTING AREA \/ \/ \/ \/ --0----0----0----0-- /\/\/\/\ '\/\/\/\!' --0----0----0----0-- /\ /\ /\ /\ EQUAL NOTE: ALL SHRUBS/GROUNDCOVER SHALL BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. GROUNDCOVER / SHRUB LA YOLIT / SHRUB PLANTlNG DETAIL LEGEND: 1. BACKFILL MIX, (SEE SPECS.) 2. FERTILIZER TABLETS (SEE SPECS.) 3. WATER RETENTION BASIN 4"HIGH 4. PUDDLE AND SETTLE BACKFILL PRIOR TO PLACEMENT OF SHRUB 5. FINISH GRADE 6. 2x WIDTH OF ROOTBALL 7. ROOTBALL 8. MIN. 11/2x ROOTBALL DEPTH N.T.S. N.T.S. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 363 5th Avenue, Suite 201 San Diego, Califomta 92101 tel (619)296-3750 fax (619) 501-7725 VIWW,mlasd.com ~ 2 "AS BUILT" RCE __ _ EXP, ___ _ REVIEWED BY: INSPECTOR CITY OF CARLSBAD PLANNING DIVISION DATE DATE ~ 5 "'-•Zf..,I l"l'i:,, LANDSCAPE PLANTING DETAILS FOR KINGDOM HALL L-7.0 APPROVED: ~ '%-~<.o.•)'5 PLANNING DWN BY: MAHA PROJECT NO. DRAWING NO. DATE INITIAL DATE INITu\L CHKD BY: blAlilbl OTHER APPROVAL CITY APPROVAL RVWDBY: CUP 10-10 475-9L FIRE PROTECTION NOTESIREQUIRMENTS 1. CALIFORNIA FIRE AND BUILDING CODES THE PLAN SHALL CONFORM TO CHAPTER 49 OF THE CALIFORNIA FIRE CODE AND/OR CHAPTER 7A OF THE CALIFORNIA BUILDING CODE, AS ADOPTED BY THE CITY OF CARLSBAD. 2. OFFSITE FIRE HAZARD AREAS IT IS THE APPLICANTOS RESPONSIBILITY TO SECURE AGREEMENTS WITH OWNERS OF ADJACENT PROPERTY TO MODIFY/MITIGATE OFFSITE WILDLAND FIRE HAZARDS TO THE SUBJECT PROPERTY, SO THAT CONFORMANCE WITH THE FIRE PROTECTION PLAN AND ADOPTED STANDARDS IS ACHIEVED AND MAINTAINED. 3.ACCESS MAINTENANCE ACCESS SHALL BE PROVIDED TO ALL FIRE PROTECTION AREAS. ALL MAINTENANCE ACCESS POINTS SHALL BE IDENTIFIED ON THE RECORDED DRAWINGS AND A MAINTENANCE ACCESS AGREEMENT SHALL BE RECORDED FOR THE SUBJECT PROPERTY. 4. DEBRIS REMOVAL DEBRIS AND TRIMMINGS PRODUCED BY MAINTENANCE AND THINNING SHALL BE REMOVED FROM THE SITE OR SHALL BE CONVERTED TO MULCH BY A CHIPPING MACHINE AND EVENLY DISPERSED OVER THE AREA TO A MAXIMUM DEPTH OF FOUR (4) INCHES. 5, INSPECTIONS INSPECTIONS OF FUEL MODIFICATION ZONES MAY OCCUR THROUGHOUT THE YEAR. THE FIRE CODE OFFICIAL OR HIS REPRESENTATIVE SHALL PROVIDE DETAILED MAINTENANCE REQUIREMENTS IN THE EVENT OF A DISPUTE. ALL REQUIRED MAINTENANCE WILL BE IN ACCORDANCE WITH THE APPROVED PLANS. ADDITIONAL MAINTENANCE MAY BE REQUIRED AT THE DISCRETION OF THE FIRE CODE OFFICIAL. 6. FENCING FENCING RETURNS THAT ARE ATTACHED TO A STRUCTURE AND/OR ANY FENCE LOCATED WITHIN THE DRIP LINE OF THE EAVES SHALL BE CONSTRUCTED WITH NONCOMBUSTIBLE MATERIALS IF LOCATED WITHIN 100 FEET OF UNDISTURBED NATIVE AREAS. 7. PHOTOGRAPHIC DOCUMENTATION THE FIRE CODE OFFICIAL MAY REQUIRE DOCUMENTARY PHOTOGRAPHS OF SLOPES AT THE TIME OF TREATMENT. THESE PHOTOGRAPHS WILL REMAIN IN POSSESSION OF THE CITY AS A REFERENCE FOR FUTURE COMPLIANCE INSPECTIONS BY THE CITY. CONDITION A· MANUFACTURED SLOPES FUEL MODIFICATION ZONES FOR MANUFACTURED SLOPES ABUTTING HAZARDOUS NATIVE VEGETATION. (SEE FIGURE 5-A) ZONEA-1 • ZONEA-1 SHALL BE MEASURED HORIZONTALLY 20 FEET OUTWARD FROM THE OUTLYING EDGE OF ANY HABITABLE STRUCTURE(S) OR INWARD FROM THE TOP OF SLOPE. • PLANTING WITHIN ZONE A-1 SHALL CONSIST OF GROUND COVER OR LOW GROWING SHRUBS SPECIES (LESS THAN THREE (3) FEET IN HEIGHT) KNOWN TO HAVE FIRE RESISTIVE QUALITIES. • NO TREES OR SHRUBS (OVER THREE (3) FEET IN HEIGHT AT MATURITY) SHALL BE ALLOWED. • IRRIGATION SHALL BE REQUIRED AND MAINTAINED. • ALL ATTACHMENTS TO THE STRUCTURE SHALL BE NONCOMBUSTIBLE. • NO SOLID FUEL FIRE PITS OR OUTDOOR FIRE PLACES SHALL BE PERMITTED. ZONE A-2 • ZONE A-2 SHALL BE MEASURED HORIZONTALLY 20 FEET OUTWARD FROM THE OUTLYING EDGE OF ZONE A-1. • PLANTING WITHIN THIS ZONE SHALL CONSIST OF LOW WATER USE PLANT SPECIES KNOWN TO HAVE SLOW BURNING, LOW FUEL CHARACTERISTICS, • NO TREES SHALL BE ALLOWED. • IRRIGATION SHALL BE REQUIRED AND MAINTAINED. , IF ZONE A-2 CROSSES OVER A FENCE LINE, A SIX (6) FOOT WIDE STRIP OF MODIFIED LANDSCAPING SHALL BE PROVIDED PARALLEL TO THE FENCE LINE IN ORDER TO PROVIDE ACCESS FOR FIREFIGHTERS. PLANTS LOCATED WITHIN THE SIX (6) FOOT ACCESS AREA SHALL NOT EXCEED A HEIGHT OF 18 INCHES AT MATURITY. ZONEA-3 , ZONE A-3 SHALL BE MEASURED OUTWARD FROM THE OUTLYING EDGE OF ZONE A-2. IT SHALL INCLUDE THE REMAINDER OF THE AREA BETWEEN ZONE A-2 AND HIGH RISK FIRE AREAS. , THE HORIZONTAL DISTANCE FROM THE STRUCTURE(S) TO HAZARDOUS NATIVE VEGETATION SHALL NOT BE LESS THAN 60 FEET. • PLANTING WITHIN THIS ZONE SHALL CONSIST OF LOW WATER USE OR DROUGHT TOLERANT PLANT SPECIES KNOWN TO HAVE SLOW BURNING, LOW FUEL CHARACTERISTICS. • TREES MAY BE ALLOWED AT THE DISCRETION OF THE FIRE CODE OFFICIAL PROVIDED THAT, AT MATURITY, A 20-FOOT SPACING CAN BE MAINTAINED BETWEEN THE TREE CANOPIES. • IRRIGATION SHALL BE REQUIRED AND MAINTAINED. Fuel Modification Zones Zone A-1 • 20 feet • Fire resistive plants • No trees or shrubs • Irrigated • No solid fuel fire pits or fireplaces • Only noncombustible patio covers Existing vegetation shall be trimmed to 18 inches high within 6 feet of fence (if fence is present) Zone A-2 • 20 feet • Slow burning/low fuel plants • No trees • Irrigated Zone A-3 • 20 feet • Slow burning/low fuel plants • Tree canopies spaced 20 feet apart • Irrigated 20 feet between canopies Fuel modification zones for manmade slopes abutting native vegetation CONDITION A -MANUFACTURED SLOPES C:\DRAWING FILES\TITLE SHEETS\CLSB·IP.DWG REVISED: 4/3/2012 Native Ve etation • Undisturbed native vegetation • No irrigation Figure 5-A SLOPE PLANTING 1. AREAS OF APPLICATION (PLANTING) • SLOPES -8:1 DR STEEPER AND: -3 FEET OR LESS IN VERTICAL HEIGHT AND ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT A MINIMUM STANDARD #1 (COVER CROP OR EROSION CONTROL MATTING.). • GREATER THAN 3 FEET TO 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2 AND #3. -IN EXCESS OF 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2, #3 AND #4. • AREAS GRADED FLATTER THAN 6:1 REQUIRE A COVER CROP PER STANDARD #1 WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: -SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN SIX (6) MONTHS OF COMPLETION OF ROUGH GRADING. -A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. -IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. 2. SLOPE PLANTING STANDARDS SLOPES REQUIRING EROSION CONTROL MEASURES, AS SPECIFIED ABOVE, SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: • STANDARD #1 • COVER CROP/ AND EROSION CONTROL MATTING -COVER CROP SHALL BE A SEED MIX TYPICALLY COMPOSED OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. -THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE NINETY (90%) PERCENT COVERAGE WITHIN THIRTY (30) DAYS. -TYPE OF EROSION CONTROL MATTING SHALL BE AS APPROVED BY THE CITY AND AFFIXED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. -ON SLOPES 3 FEET OR LESS IN VERTICAL HEIGHT WHERE ADJACENT TO PUBLIC WALKS OR STREETS: ✓ WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15, EROSION CONTROL MATTING SHALL BE REQUIRED. ✓ DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR EROSION CONTROL MATTING MAY BE USED. -ON SLOPES GREATER THAN 3 FEET IN HEIGHT, EROSION CONTROL MATTING SHALL BE REQUIRED AND A COVER CROP SHALL NOT BE USED, UNLESS OTHERWISE APPROVED BY THE CITY. • STANDARD #2 • GROUND COVER -ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE (1) YEAR). • STANDARD #3 • LOW SHRUBS -LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 1-GALLON CONTAINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). • STANDARD #4. TREES AND/OR LARGE SHRUBS -TREES AND/OR LARGE SHRUBS (PLANTED FROM A MINIMUM OF 1-GALLON CONTAINERS) SHALL BE INSTALLED AT A MINIMUM RATE OF ONE (1) PLANT PEA TWO HUNDRED (200) SQUARE FEET. 3. PLANTS PLANT MATERIALS USED ON SLOPES SHALL BE THOSE SPECIES THAT ARE KNOWN TO HAVE LOW WATER REQUIREMENTS AND ROOTING SYSTEMS OF VARIOUS DEPTHS THAT WILL MINIMIZE EROSION AND SOIL SLIPPAGE. 4, HYDROSEED • HYRDROSEED IN LIEU OF STANDARD #2 MAY BE ALLOWED IF APPROVED BY THE CITY AND UNDER THE FOLLOWING CONDITIONS: -NATIVE PLANTS ARE REQUIRED TO BE PLANTED AS A CONDITION OF APPROVAL OF THE PROJECT BY THE CITY OR OTHER PRESIDING AGENCY AND THE REQUIRED SPECIES ARE COMMERCIALLY UNAVAILABLE IN CONTAINER OR FLATTED STOCK. -THE SLOPE IS DETERMINED BY THE CITY TO BE TOO ROCKY FOR HAND PLANTING. • THE HYDRDSEED MIX SHALL CONSIST OF A VARIETY OF LONG LIVED PLANT MATERIALS WITH ROOT SYSTEMS OF VARYING DEPTH. 5, ROCKY SLOPES PLANTING IS NOT REQUIRED FOR: • CUT SLOPES THAT ARE DETERMINED BY THE CITY ENGINEER TO BE ROCKY IN CHARACTER AND NOT SUBJECT TO DAMAGE BY EROSION. • ANY ROCKY SLOPES THAT ARE PROTECTED AGAINST EROSION DAMAGE BY OTHER METHODS THAT HAVE BEEN SPECIFICALLY RECOMMENDED BY A SOILS ENGINEER, ENGINEERING GEOLOGIST, OR EQUIVALENT AUTHORITY AND FOUND TO OFFER EROSION PROTECTION EQUAL TO THAT PROVIDED BY THE PLANTING SPECIFIED IN THIS SECTION AND THEY ARE APPROVED BY THE CITY ENGINEER. 12.07.12 12.21.12 01.10.13 07.15.13 /1\ DATE INITIAL DESIGNER OF WORK PROJECT NO. CUP 10-10, SUP 10-03 SLOPE IRRIGATION 1. AREAS OF APPLICATION (IRRIGATION) ALL SLOPE AREAS REQUIRING PLANTING SHALL BE IRRIGATED WITH A PERMANENT AUTOMATICALLY CONTROLLED IRRIGATION SYSTEM COVERING 100% OF THE PLANTED AREA AND IN CONFORMANCE WITH THE FOLLOWING SLOPE IRRIGATION STANDARDS: 2. SLOPE IRRIGATION STANDARDS • WATER SERVICE -THE PLANS SHALL DEMONSTRATE THAT THE WATER SERVICE WILL BE ASSIGNED TO THE PROPER CURRENT OR FUTURE PROPERTY OWNER(S) BY ENSURING THAT THE WATER METER OR POINT-OF-CONNECTION (POC) IS LOCATED WITHIN THE OWNERSHIP BOUNDARIES OF THE LANDSCAPED AREA SERVED BY THE WATER METER. THIS IS ESPECIALLY IMPORTANT ON SUBDIVISIONS AND OTHER COMPLEX PROJECTS THAT INVOLVE OFFSITE WORK. • PLANS SHALL SPECIFY THE SIZE AND TYPE OF PROPOSED WATER SERVICE AND METER. THE LOCATION SHALL COINCIDE WITH LOCATIONS PROVIDED BY THE PUBLIC IMPROVEMENT PLANS. • PLANS SHALL PROVIDE PRESSURE LOSS CALCULATIONS FOR EACH POC TO ENSURE A MINIMUM TEN (10%) PERCENT RESIDUAL PRESSURE BASED ON THE EXISTING HYDRAULIC GRADE LINE OF THE EXISTING WATER SYSTEM AND THE WORSE-CASE ZONE OF THE IRRIGATION LAYOUT. • PIPE -ON-GRADE PIPE IS NOT ALLOWED UNLESS IT IS DEMONSTRATED TO THE SATISFACTION OF THE CITY THAT THE ROCKY CONDITION OF THE SLOPE WOULD PREVENT TRENCHING. -IN CASES WHERE ON-GRADE PIPE IS ALLOWED IT SHALL BE THE GALVANIZED TYPE OR UVA RESISTANT PVC APPROVED BY THE CITY. • MASTER CONTROL VALVE -PROJECTS WITH OVER 50,000 SQUARE FEET OF SLOPES SHALL INSTALL A "MASTER CONTROL VALVE'' (NORMALLY CLOSED) TO BE ACTIVATED BY THE AUTOMATIC CONTROLLER. -THE MASTER CONTROL VALVE SHALL BE LOCATED JUST DOWNSTREAM OF THE POINT OF CONNECTION. • SEPARATE CIRCUITS • THE TOP, BOTTOM, AND MIDDLE OF SLOPES SHALL BE DESIGNED TO OPERATE ON SEPARATE CIRCUITS. -LEVEL PLANTING AREAS FIVE (5) FEET OR GREATER IN WIDTH AND ADJACENT TO ROADS OR WALLS SHALL BE IRRIGATED SEPARATELY FROM THE SLOPES. • SPRINKLER HEAD TYPES -THE PLAN SHALL PROVIDE THAT ANY SLOPE GREATER THAN TWENTY-FIVE (25%) PERCENT WILL BE IRRIGATED WITH AN IRRIGATION SYSTEM WITH A PRECIPITATION RATE OF 0,75 INCHES PER HOUR OR LESS TO PREVENT RUNOFF AND EROSION, A 25% GRADE MEANS ONE (1) FOOT OF VERTICAL ELEVATION CHANGE FOR EVERY FOUR (4) FEET OF HORIZONTAL LENGTH. AN APPLICANT MAY EMPLOY AN ALTERNATIVE DESIGN IF THE PLAN DEMONSTRATES THAT NO RUNOFF OR EROSION WILL OCCUR. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. mLa·Sl) "AS BUILT" /kc/?..&'7 ~';);./ f•c,;(l/47,:,,,., ' :,-._,,,;,, 363 5th Avenue, St.'ite 201 RCE EXP. DATE San Diego, California 92101 REVIEWED BY: le/ (619)296-3150 fax (619) 501-7725 www.mJasd.com INSPECTOR DATE 1st CD SUBMITTAL REVISIONS ~ CITY OF CARLSBAD m 2nd CD SUBMITTAL REVISIONS 3rd CD SUBMITTAL REVISIONS 3 PLANNING DIVISION 5 CONSTRUCTION CHANGE ~-U,;1~ W! LANDSCAPE SPECIFICATIONS FOR KINGDOM HALL L-8.0 APPROVED: ;i;_)_ &,., ~l~ ~~-I~ PLANNING OWNBY: MAHA PROJECT NO. DRAWING NO. DATE INITIAL DATE INJTIAL CHKD BY: i;)AVIQ REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWDBY: CUP 10-10 475-9L C,\ORAWING FIL.ES\TITLE SHEETS\CLSB-IP.DWG REVISED. 4/3/2012 GENERAL REQUIREMENTS A. Contractor's Duties: 1. Except as specifically noted, provide and pay for: a. Labor, materials and equipment. b. Tools, construction equipment and machinery. c. Water, heat and utilities required for construction. d. Other facilities and services necessary for proper execution and completion of work. 2. Pay legally required sales, consumer, and use taxes. 3. Secure and pay for, as necessary for proper execution and completion of work ar1d as applicable at time of receipt of bids: a. Permits. b. Government fees. c. Licenses. 4. Give required notices. 5. Comply with codes, ordinances, rules, regulations, orders and other legal requirements of public authorities, which bear on performance of work. Nothing in these Drawings or specifications is to be construed to permit work not conforming to these codes. 6. Promptly submit wrillen notice to Landscape Architect of observed variance of Contract Documents from legal requirements. In the avant that no notice is provided, Contractor shall assume responsibility for any Work performed that is contrary to such requirements. B. Contract Limits: These documents are not intended to set limits bet\.vean trades unless specifically so stated. The Owner will determine what work will be done and by whom. C. Verification: The Owner and the Contractors shall visit and inspect the site and familiarize themselves with site conditions, and study these documents fully before agreeing to work on the Project. Their agreement to work on the job constitutes verification that has so studied the site and the documents. D. Documents: 1. The Drawings are necessarily schematic and do not purport to show complete situations. The Drawings, Specifications, and Addenda are complementary; wl,at is called for by one is as called for by all. The Drawings, Specifications, and Addenda must always be together. 2. Do not scale from Drawings. E. Errors, Omissions, Discrepancies, or Adverse Conditions: 1. When errors, omissions or discrepancies in the documents, or adverse job conditions become apparent, immediately bring them to the attention of the Owner. 2. The Owner shall immediately, and in writing, bring to the attention of the Landscape Architect any adverse job or site conditions, or any errors, omissions, or discrepancies in Iha documents or other landscape architectural services. Those not so reported remain the responsibil~y of the Owner. The Landscape Architect is not necessarily responsible for those that are not reported. F. Changes: The Owner shall notify the Landscape Architect of changes in the job and pay an extra fee for the Landscape Architect's analysis of the changes and/or for changing the documents. G. Manufacturer's Directions: Fallow manufacturer's printed directions and detailed drawings in all cases where the manufacturer of artides used in the Work Furnishes directions covering points not shown in the Drawings or described in the Specifications. H. Substitutions: Materials not shown or specified herein shall be as specified by the Owner. Substitutions must be verified In writing by the Owner. I. Materials and the Work: 1. Store matertals to prevent vandalism or deterioration and as directed by the Owner. 2. Protect materials before, during, and after installation. J. Cleaning: Each contractor shall clean his work, adjacent work affected by his actions, and his work area as directed and to the satisfaction of the Owner. 02200 EARTHWORK In addition to these documents, comply with civil and/or structural engineering documents, including the soils report, as directed by the Owner. A. Dust Moisten surfaces to control dust to the Owner's satisfaction. B. Finish Grading: 1. Tolerances: 0.1 foot of the indicated grade. 2. Make finish grade smooth, uniform, and free of abrupt grade changes and depressions to insure surface drainage, 3. Slope grades away from buildings at 1 :48 (2%) minimum slope for at least five feet from buildings. 02441 LANDSCAPE IRRIGATION SYSTEM A. Explanation of Drawings: Due to the scale of U1e Drawings, it is no possible to indicate all offsets, fittings, sleeves and other components, which may be required. Carefully investigate the structural and finish conditions affecting the work and plan work accordingly. Finish such fittings and components as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. Install the work in such a manner as to avoid conflicts between irrigation systems, planting, and architectural features. Equipment shown in paved areas is for design clarification only. Install such equipment within planted area whenever possible. Do not willfully install irrigation system as sl,own on the Drawings when it is obvious in the field that unknown obstructions, grade differences or discrepancies in the area dimensions exist that might not have been considered in engineering. B. Record and As-Built Drawings: Provide Owner with a reproducible set of "As-Built Drawings". Irrigation as-built plans are required to be submitted by the contractor. submittal of as-built plans shall be required by the engineering and planning departments. the final plans should be prepared by the landscape architect from dimensions provided by the contractor. Final as-built plans shall be drafted clearly to the satisfaction of the city, and 11,e final plans shall be submitted to the city for their keeping. C. Guarantee: Guarantee the landscape irrigation system for a period of one year. Provide a written statement of guarantee to include, at a minimum: 1. Irrigation system furnished and installed is free from defects in materials and Workmanship, and the work have been completed in accordance with the Drawing and Specifications, Ordinary wear and tear and unusual abuse, or neglect expected. 2. Agree to repair or replace any defects in material or workmanship, which may develop during the period of one year from the date of acceptance and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the Owner. 3. Make such repairs or replacement within a reasonable time after receipt of written notice from the Owner. If unable to make such repairs or replacement said reasonable time, authorize the Owner lo proceed to have said repairs or replacements made at the Contractor's expense. Contractor to pay the cost and charges therefore upon demand. D. Use all means necessary to protect irrigation system materials before, during and after installation, and protect the installed work and materials of all other trades. In the event of damage, immediately make all repairs and replacements necessary, to the approval of the Owner and at no additional cost to the Owner. E. Minimum Requirements For Piping and Fittings: 1. Asbestos cement: Class 150, AWWA C400. 2. Cast-iron fittings for ACP; ANSI 21.1 O and AWWA C110 3. Galvanized steel: Schedule 40, galvanized mild steel screwed pipe. 4. Galvanized malleable iron fittings: ANSI B-16.3 5. Hard drawn copper Type K: ANSI B26.1 and ASTM B88. 6. Wrought copper or bronze solder fittings: ANSI B-16.22. Solder 50/50 tin/lead. 7. PVC constant pressure main line piping 2 inches and larger: Rubber-ring joint, PVC class 160; solvent weld joint, PVC class 315. 8. PVC constant pressure main line piping 1-½ inches and smaller: Solvent weld Joint, PVC Class 200, Schedule 40 where indicated. 9. PVC intermittent pressure lateral line piping; Solvent weld joint, PVC 200, Schedule 40 where indicated. 10. PVC fittings: PVC Schedule 40 solvent weld and factory manufactured, or Schedule 40 with rubber ring joint. F. PVC piping; 1. Install PVC Plastic pipe and fittings below grade. 2. PVC pipe: NFS-approved Type I, Grade I compound conforming to ASTM D 1784. 3. PVC Schedule 40 and Schedule 80 pipe: ASTM D 2466. 4. PVC Class 160, Class 200, and Class 315 solvent weld and Ring-Tite pipe: ASTM D 2241. 5. PVC Solvent cement ASTM D 2564. 6. UVR-PVC: Where called for, on grade pipe shall be UVA-PVC pipe anchored @ 1 o teat intervals. Install as per manufacturer's recommendalions. G. Gate Valves and Valve Boxes. 1. Use gate valves of the same size as the pipe lines In which they are installed. 2. For sizes 2 inches and smaller: 150 pound saturated steam rated; brass body ASTM B 62; screw joints; non-rising stem; screwed bonnet; solid disc; malleable iron "tee" handle or hand wheel. 3. For sizes 2-1/2 inches and larger: 200 pound 0.W.G.; iron body ASTM A 126 Class B; flanged joints; non-rising stem; bolted bonnet: double disc type; equipped with square operating nut. 4. Provide two operating keys for valves buried 18 inches or deeper. 5. Valve Boxes: Lock lid type, adjustable 8 inches I.D. concrete sleeve with cast iron lid in paved areas. Plastic with bolt down lid in planted areas. All s~all be marked with "PAV', "RVC", or "GV" respectively, with control station numbers for control valves stenciled in white on the valve cover. H. Check Valves: Anti-drain valves shall be of heavy-duty virgin PVC or brass construction with F.1.P. thread Inlet and outlet. Internal parts shall be field adjusted against drain out from 5 to 40 feet of head. The anti-drain valve, where indicated on plans, shall have an excess flow feature, which automatically stop the flow of water when it exceeds 1110 G.P.M. preset by the manufacturer. The anti-drain valve shall automatically reset itself when the water pressure is relieved. Anti-drain and excess flow valve shall be similar to Valcon ADV-XS, Rainbird SM-1, or approved equal. I. Control Wiring: 1. Use direct burial copper wire AWG-U.F. 600 volt for connections between 1he aulomatic controller and the electric control valves. No wire size less than #14. Use black color wire for pilot, white for common. 2. 120 volt wire shall be per local code as to type and quality. 3. Install wiring along same route as pressure supply or lateral lines wherever possible. 4. Where more than one wire is placed in a 1rench, tape wiring together al ten foot intervals. 5. Provide an expansion curl within three feet of each wire connection. 6. Make splices with Scotch-Lock #3577 Connector Sealing Packs or Pen-Tile wire connectors. Use one splice per connector sealing pack. Field splices will not be permitted. J. Sprinkler Heads: 1. Use sprinkler heads of the same size, type, and same rate of precipitation with the diameter [or radius) of throw, pressure, and discharge as shown on the Drawings. 2. All sprinkler heads of the same type to be of the same manufacturer. 3. Install in the riser nipple of each impact sprinkler one line sized VAL COM #ADV Anti~Drain Valve. K. Water supply: 1. System design is based on minimum operating pressure shown at each point of connection. Maximum GPM demand specified. Verify all pressure on site prior to construction. L. Electrical supply: 1. 120 volt electrical power outle1 for automatic controller to be provided by others. Make required connection of automatic controller outlet. M. Installation: 1. Prior to all work of this section, carefully inspect the installed work of all others trades and verify that all such work is complete to the point where this installation may properly commence. 2. Verify that the irrigation system will be installed in strict accordance with all pertinent codes and regulations, 1he original design, the referenced standards, and the manufacturer's recommendations. 3. Verify all field conditions including property lines, rights of way, tract boundaries, easements, and any other legal or physical element as required for the successful completion of the project. 4. Trenching a. Provide a minimum of eighteen inches cover for all pressure supply lines. b. Provide a minimum of twelve inches cover for all intermittent pressure lateral lines. c. Provide a minimum of eighteen Inches cover for all control wiring. d. Do not backfill trenches until all required tests are performed. e. Carefully backfill trenches with approved material. Unsuitable material, including clods and rocks over 2 ½' In size, shall be removed from 1he premises and disposed of legally, at no cost to the Owner. 5. Trenching and Backfill Under Paving: a. All pipe under paved areas to be PVC Schedule 40 installed prior to paving. b. In addition to control wire sleeves shown on the Drawings, install wire sleeves of sufficient size under all paved areas prior to paving. c. Backfill trenches with six inches of sand below pipe and three inches above pipe and compact in layers to 95% relative compaction, d. Pressure test all piping under paving prior to paving work. e. Piping required under existing pavement shall be installed by jacking, boring, or hydraulic driving except that no hydraulic driving will be permitted under asphaltic concrete pavement f. Where cutting or breaking of existing pavement is necessary, secure permission from the Owner before cutting or breaking the pavement and then make all necessary repairs and replacements to the approval of the Owner and at not additional cost to the Owner. 6. In addition to control wire sleeves shown on tl1a Drawing, install wire sleeves of sufficient size under all paved areas prior to paving. 7. Electric Control Valves; a. Install valves as shown in the Drawings. When grouped together, allow at least twelve inches (12") between valves, minimum six inches (6") from any walk or structure. b. Install each valve in a separate valve box. Valve boxes installed near walks, curbs, header boards, or paved areas shall about and set flush with the lop of these surfaces. c. Quick coupling valves shall be set approximately twelve inches (12'1 from walks, curbs, header boards, or paved areas, where applicable. 2. Flush irrigation system piping prior to installation of sprinklers heads. 3. Install Iha sprinkler heads as designed on the Drawings. Do not exceed maximum spacing of heads lndlcaled on Drawings and in no case exceed the maximum recommended by the manufacturer. D. Field Quality Control: 1. Flush and adjust all sprinkler heads for optimum performance and to prevent over spray onto walks, roadways, and buildings as much as possible. Select the best degree of arc to fit exciting site conditions. 2. Set all sprinklers heads perpendicular to finished grades unless otherwise designated on the Drawings. 3. Testing of Irrigation System: a. Before testing, fill the line with water for a period of al least 24 hours. b. Perform coverage test in the presence of the Landscape Architect to verify if the water coverage for planting areas is complete and adequate. c. Test all pressure lines under hydrostatic pressure of 150 pounds per square inch, and prove watertight. Sustain pressure in lines for not less than (2) hours. If leaks develop, replace joints and repeat test until entire system is proven wa1ertlght. d. Pressure test all piping under paved areas under hydrostatic pressure of 150 pounds per square inch, and prove watertight, prior to paving. e. All hydrostatic tests shall be made only in the presence of the Landscape Architect or other duly authorized representative of the Owner. Do not place backfill until tests have been approved. f. Furnish necessary force pump and all other test equipment g. Upon completion of each phase of work, test and adjust entire system to meet site requirements. 4. The entire sprinkler irrigation system shall be under full automatic operation for a period of seven (7) days prior to planting. The Landscape Architect reserves the right to waive or shorten the operation period. In the event ol damage, immediately make all repairs and replacements necessary, to the approval of the Owner and at no additional cost to U;e Owner. E. Minimum Requirements For Piping and Fittings: 1. Asbestos cement: Class 150, AW\"IA C400. 2. Cast-iron fittings for ACP; ANSI 21.10 and AWWA C110 3. Galvanized steel: Schedule 40, galvanized mild steel screwed pipe. 4. Galvanized malleable iron fittings: ANSI B-16.3 5. Hard drawn copper Type K: ANSI B26.1 and ASTM B88. 6. Wrougl,t copper or bronze solder fittings: ANSI B-16.22. Solder 50/50 tin/lead. 7. PVC constant pressure main line piping 2 inches and larger: Rubber-ring joint, PVC class 160; solvent weld joint, PVC class 315. 8. PVC constant pressure main line piping 1-½ inches and smaller: Solvent weld joint, PVC Class 200, Schedule 40 where indicated. 9. PVC intermittent pressure lateral line piping: Solvent weld joint, PVC 200, Schedule 40 where indicated. 10. PVC fittings: PVC Schedule 40 solvent weld and factory manufactured, or Schedule 40 with rubber ring joint. F. PVC piping: 1. Install PVC Plastic pipe and fittings below grade. 2. PVC pipe: NFS-approved Type I, Grade I compound conforming to ASTM D 1784. 3. PVC Schedule 40 and Schedule 80 pipe: ASTM D 2466. 4. PVC Class 160, Class 200, and Class 315 solvent weld and Ring-Tite pipe: ASTM D 2241. 5, PVC Solvent cement: ASTM D 2564. 6. UVR-PVC: Where called for. on grade pipe shall be UVA-PVC pipe anchored@ 10 leet intervals. Install as per manufacturer's recommendations. G. Gate Valves and Valve Boxes. 1. Use gate valves of the same size as the pipe lines In which they are installed. 2. For sizes 2 incl1es and smaller: 150 pound saturated steam rated; brass body ASTM B 62; screw joints; non-rising stem; screwed bonnet; solid disc; malleable iron "tee' handle or hand wheel. 3. For sizes 2-1/2 inches and larger: 200 pound O.W.G.: iron body ASTM A 126 Class B; flanged joints; non-rising stem; bolted bonnet; double disc type; equipped with square operating nut 4. Provide two operating keys for valves buried 18 inches or deeper. 5. Valve Boxes: Lock lid type, adjustable 8 inches I.D. concrete sleeve with cast iron lid in paved areas. Plastic with bolt down lid in planted areas. All s~all be marked with "PAV', "RVC', or "GV" respectively, with control station numbers for control valves stenciled in white on the valve cover. H. Check Valves: Anti-drain valves shall be of heavy-duty virgin PVC or brass construction with F.I.P. thread inlet and outlet. Internal parts shall be field adjusted against drain out from 5 to 40 feet of head. The anti-drain valve, where indicated on plans, shall have an excess flow feature, which automatically stop the flow of water when it exceeds the G.P.M. preset by the manufacturer. The anti-drain valve shall automatically reset itself when the water pressure is relieved. Anti-drain and excess flow valve shall be similar to Valcon ADV-XS, Rainbird SM-1, or approved equal. I. Control Wiring: t, Use direct burial copper wire AWG-U.F. 600 volt for connections between t11e automatic controller and the electric control valves. No wire size less than #14, Use black color wire for pilot, while for common. 2. 120 volt wire shall be per local code as to type and quality. 3. Install wiring along same route as pressure supply or lateral lines wherever possible. 4. Where more than one wire is placed in a trench, tape wiring together al tan foot intervals. 5. Provide an expansion curl within three feet of each wire connection. 6. Make splices with Scotch-Lock #3577 Connector Sealing Packs or Pen-nte wire connectors. Use one splice per connector sealing pack. Field splices will not be permitted. J. Sprinkler Heads: I. Use sprinkler heads of the same size, type, and same rate of precipitation with the diameter [or radius) of tl;row, pressure, and discharge as shown on the Drawings. 2. All sprinkler heads of 111• same type to be of the same manufacturer. 3. lnstall in the riser nipple of each impact sprinkler one line sized VAL COM #ADV Anti-Drain Valve. PROJECT NO. CUP 10-10, SUP 10-03 K. Waler supply: 1, System design is based on minimum operating pressure shown at each point of connection. Maximum GPM demand specified. Verify all pressure on site prior to construction. L. Electrical supply: 1. 120 volt electrical power outlet for automatic controller to be provided by others. Make required connection of automatic controller outlet. M. Installation: 1. Prior to all work of this section, carefully inspect the installed work of all others trades and verify that all such work is complete to the point where this installation may properly commence. 2. Verify that the irrigation system will be installed in strict accordance with all pertinent codes and regulations, the original design, the referenced standards, and the manufacturer's recommendations. 3, Verify all field conditions including property lines, rights of way, tract boundaries, easements, and any other legal or physical element as required for 11,e successful completion of the project. 4. Trenching a. Provide a minimum of eighteen inches cover for all pressure supply lines. b. Provide a minimum of twelve Inches cover for all intermittent pressure lateral lines. c. Provide a minimum of eighteen inches cover for all control wiring. d. Do not backfill trenches until all required tests are performed. e. Carefully backfill trenches with approved material. Unsuitable material, including clods and rocks over 2 1/:!'1 in size, shall be removed from the premises and disposed of legally, at no cost to the Owner. 5. Trenching and Backfill Under Paving: a. All pipe under paved areas to be PVC Schedule 40 installed prior to paving. b. In addition to control wire sleeves shown on the Drawings, install wire sleeves of sufficient size under all paved areas prior to paving. c. Backfill trenches with six inches of sand below pipe and three inches above pipe and compact in layers to 95% relative compaction. d. Pressure test all piping under paving prior to paving work. e. Piping required under existing pavement shall be installed by Jacking, boring, or hydraulic driving except that no hydraulic driving wlll be permitted under asphaltic concrete pavement I. Where cutting or breaking of existing pavement is necessary, secure permission from the Owner before cutting or breaking the pavement and then make all necessary repairs and replacements to the approval of the Owner and al not additional cost to the Owner. 6. In addition to control wire sleeves shown on the Drawing, install wire sleeves of sufficient size under all paved areas prior to paving. 7. Electric Control Valves: a. Install valves as shown in the Drawings. When grouped together, allow at least twelve Inches (12') between valves, minimum six inches (6") from any walk or structure. b. Install each valve in a separate valve box. Valve boxes installed near walks, curbs, header boards, or paved areas shall about and set flush with the top of these surfaces. c. Quick coupling valves shall be set approximately twelve inches (12") lrom walks, curbs, header boards, or paved areas, where applicable. 2. Flush Irrigation system piping prior to installation of sprinl<lers heads. 3. Install the sprinkler heads as designed on the Drawings. Do not exceed maximum spacing of heads indicated an Drawings and in no case exceed the maximum recommended by the manufacturer. N. Field Quality Control: 1. Flush and adjust all sprinkler heads for optimum performance and to prevent over spray onto walks, roadways, and buildings as much as possible. Select the best degree of arc to fit exciting site conditions. 2. Set all sprinklers heads perpendicular to finished grades unless otherwise designated on the Drawings. 3. Testing of Irrigation System: a Before testing, fill the line with water for a period of at least 24 hours. b. Perform coverage test in the presence of the Landscape Architect to verify if the water coverage for planting areas is complete and adequate. c. Test all pressure lines under hydrostatic pressure of 150 pounds per square inch, and prove watertight. Sustain pressure in lines for not less than (2) hours. If leaks develop, replace joints and repeat test until entire system is proven watertight. d. Pressure test all piping under paved areas under hydrostatic pressure of 150 pounds per square inch, and prove watertight, prior to paving. e. All hydrostatic tests shall be made only in the presence of the Landscape Architect or other duly authorized representative of the Owner. Do not place backfill until tests have been approved. I. Furnish necessery force pump and all other test equipment. g. Upon completion of each phase of work, test and adjust entire system to meet site requirements. 4. The entire sprinkler irrigation system shall be under full automatic operation for a period of seven (7) days prior to planting. The Landscape Architect reserves the right to waive or shorten the operation period. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. mLa·SI) /uc/J'~/ fi~7'1" 1~~-; 4,,c. 363 5th Avenue, Suite 201 San Diego, California 92101 tel (619)296-3150 tax (619) 501-7725 www.mlasd.com ACE __ _ REVIEWED BY: INSPECTOR "AS BUil T" EXP, ____ _ DATE DATE 12.07.12 1stCDSUBMITTALREVISIONS ~ CITY OF CARLSBAD m ~1=2-~21~.1~2~-~2n~d_C~D~SU~B~Ml~TT~A~LR~E~Vl=SIO=N~S------~-~-~--~-~ 4 5 01.10.13 3rd CD SUBMITTAL REVISIONS ~::::;:::;:;:~;:::::::::;::;::::;:::;::::P::;LA::N::;N::;l;:;NG:;:::D:::IV:::IS:::10::N:::::::===:::..::::==~ 07.15.13 11\ CONSTRUCTION CHANGE t',-t.~·I' ('I!:'... LANDSCAPE SPECIFICATIONS FOR DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE IN.ITIAL DATE INIT,\L APPROVED: P\ANNING KINGDOM HALL L-8.1 DWN BY: MAHA I PROJECT NO. I DRAWING NO. CHKD BY: PAYIP >-OT_H_E_R _AP~P-RO_V_A_L -+--CI_TY_A_P~PR_O_VA_L__, L.!R~VW'.!!.!:D~B~Y!..:.:-===~ c.,_ __ C_U_P_1_0_-_1_0 _ __J 4 75-9L □.\DRAWING FILES\TITLE SHEETS\CLSB·IP.DWG REVISED, 4/3/2012 U. Preparation: 1. Verify that final gradss have been established prior to beginning planting operations. 2. Do not work soil when moisture oontent is so great that excessive compaction will occur nor when it is so dry lhat dust will form in the air or that clods will not break readily. Apply water as required ta provide ideal moisture for filling and for planting. 3. Remove and dispose of all weeds and burled debris found upon any excavation to any convenient legal dump or offsite location at no expense to the Owner. 4. Make all soil areas smooth and even with finish grades 1" below the surface of walks, paved areas and curbs and slightly less than flush with catch basins, manholes, claanouts, valve boxes and similar features. 5. Cultivate all areas to be planted (except slopes greater than 3:1) to a depth of at least 6" so that the soil is loose and friable. For the top 2" of soil in all cultivated areas, remove all stones, roots, and other deleterious matter, which might be hindrance to planting and maintenance. 6. For planting areas, uniformly broadcast and thoroughly incorporate to a depth of 4" soil amendments by means of rototiller or accepteo equal. V. Planting: 1. Do not commence planting until all construction work. grading, soil improvements and irrigation systems installation have been completed. 2. When plant material is space In rows, verify the total dimension and space plants equally within the designated area. Where plant material is shown in a random pattern, space the material as shown In the Drawings and as directed by the Land Architect. Space ground cover planting as Indicated in a random pattern and not in straight rows. 3. Excavate plant ptts as indicated on Drawings. 4. Provide gravel filled auger drilled drainage sumps for all trees as indicated on the Drawings. See plant details for number and size. 5. Set plants in plant pits so that they bear the same relation to soil level when planteo as they did when in container. Center plant in ptt. 6. Backfill plant pit with specified mix. Backfill pit with soil mix ta half its depth and water thoroughly. Backfill remainder of pit with soil mix. Firm down eliminating all air pockets. Do not pack. Form a shallow basin around tl1e plant to hold enough water to saturate the root ball and backfill. Water plants in immediately after planting. 7. FIii all planters with backfill soil mix to witl1in 2" of top. 8. Immediately after planting operations are complete, all beads and pits shall be dressed so as to achieve a neat and presentable appearance. W. Staking of Trees: 1. Single stake: a. Stake trees designated to be stake, as per detail, with stake on windward side to tree. b. Set trees in plant pit, drive one tree stake 30" to firm soil next to root ball, backfill pit with preparad soil mix. c. Secure trae to slake with two "Cinch-Ties" per manufacturer's recommendations. 2. Double Stake: a. Set trees in plant pit, drive one lodgepole tree strake to firm soil next to the root ball on sach side and backfill pit with prepared soil mix. b. Secure tree to stakes with "Twist-Brace~ per manufacturer's recommendation. X. Planting Rooted Cuttings: 1. Allow all plant materials specified as flat stock on planting plans to remain in the flats or liners until time for transplanting. Provide sufficient moisture to flat soil so that soil does not fall apart when transplanting plant from the fiat. Plant each plant with its proportionate amount of flat soil In a manner that will insure a minimum disturbance to the root system, 2. Top dress all rooted cuttings planted areas with mulch ½" thick. Y. Seeding: 1. Prior to sowing seed, make the surface of the area to be seeded sufficiently loose and friable to receive the seed. 2, Sow seed evenly. Exercise care to keep the seed mixture uniform, avoiding uneven distribution. Apply at rate as specified on the Drawings. 3. Fallowing the sowing of seed and application of mulch, apply water in a manner, which keeps areas moist, but not glistening wet, until lime for the final inspection. 4. Where depression have developed, fill with accepted topsoil, lightly compact and bring up to finish grade. Resead filled areas. 5. tt any seeded areas are planted prior to ths planting of trees and other container material, the Contractor shall be responsible for any damage to the seeded area caused by his operations and shall repair any damage at his expense. z. Pruning: 1. Prune plants only at the time of planting and according to standard horticultural practice to presen.re the natural character of the plant. Pruning to be done under supen.rision of the Landscape Architect. Ramove dead wood, suckers and broken or badly bruised branches. Trees, which have damage or crooked leaders, unless specified, shall be rejected. Use only clean, sharp tools. Paint cuts over%" diameter, covering exposed areas with tree painL PROJECT NO. CUP 10·10, SUP 10·03 02499 PLANT ESTABLISHMENT AND MAINTENANCE A Plant Establishment: 1. The plant establishment period shall be for a minimum period of 30 calendar days and shall be completed before the Landscape Architect will recommend acceptance of the Construction Contract by the Owner. 2. Plant establishment period will be extended beyond the specified period when plantings have not reached establishment in acoordance with the Specifications. Any decisions regarding adequacy of plant establishment shall be determined by the Landscape Architect. 3, Prior to completion of the establishment period, ground covers and turf grasses shall consist of a uniform cover where a minimum of 80 percent of the seed germination percentage certified by the seed supplier has germinated and presenls a healthy, vigorous color and shall exhibit growth to a minimum of one inch in height. 4. Ground covers planted from flats and rooted cuttings shall not exl1ibit die-back al completion of the establishment period. 5. Trees and shrubs at completion of the establishment period shall not show die-back. 6. Any seeded area, which has not developed acceptably in judgment of the Landscape Architect, shall be reseeded by the Contractor. No compensation shall be made for reseeding areas where seed has not germinated and grown. 7. Shrubs and trees, which are dead or show evidence of die-back shall be replace by the Contractor with new, vigorous, and healthy planls. B. Maintenance: 1. The contractual maintenance period shall extend far 60 calendar days from the date of acceptance of the Construction Contract by the Owner. 2. During the specified maintenance period the project will be made available for the Owne,..s use. The Contractor shall conduct his maintenance operations in such a manner as 10 minimize inconvenience to the Owner. 3. It is the Intent of this section to provide a level of maintenance that will present a pleasing and desirable appearance at all the limes. 4. Turf Maintenance: a. Mow all turf areas weekly, or as needed to maintain the height as specified. The borders shall be neatly edged. Trim turf around sprinkler heads as needed to maximize water coverage. Remove all cuttings. b. Mow turf to the following minimum heights: 1. 1-3/4" (October through May) 2. 2·114" (June through Seplember) c. Irrigate turf as necessary to maintain proper growth rate and optimum appearance. d. Maintain turf areas in a weed-free condition. Apply a pre-emergent crabgrass control ta all turf areas between February 15 and April 15 before soil exceeds 45.49 degrees F. Initiate chemical control of broedleaf weeds as required to maintain a weed-free turf condition, e. Adjust water application to compensate for changes in the weather. Contractor will be responsible for damages occurring due to under watering or over watering, f. All replacements shall be made with original type material or alternatives approved by Landscape Architect. g. Repair or replacement of equipment damaged as a result of the Contractor's negligence shall be reported promptly to the Owner. h. All systems shall be operationally checked by the Contractor a minimum of once a week, I. Irrigation shall be accomplished between 10 p.m. and 7 a.m. Irrigation schedule at other times shall be subject to approval by the Landscape Architecl 5. General Maintenance: a. Vegetation, either now or previously existing, shall be pruned or trimmed to prevent overhanging sidewalks at least seven feet in height or at roadways at less than fourteen feet in height. b. All operations shall be conducted so as to provide maximum safety to the public. c. Leaves, paper, weeds and any other debris shall be removed from landscape areas and disposed of off-site by the Contractor. d. Contractor will clean sidewalks, roadways, and any other areas affected by his maintenance operations. e. Notification of all "specialty type" maintenance operations shall be given to the Owner 48 hours prior to each of the operations by the Contractor. Specialty type" maintenance operations are defined as: Fertilization, pre-emergent applications of herbicides, turf aeration, turt detaching, preventive application of turf fungicide and annual type bedding plant replacemenls. f. Whenever herbicides are used, Contractor shall apply !hem when air currenls are still, to prevent pesticide drift onto a jointing property and non-targeted planting and to prevent any toxic exposure to persons whether or not they are In or on the property. g. Contractor shall compile and maintain "As-Builr Drawings of all work including irrigation systems and including accurate locations and serial numbers of all major components. A complete set of "As-Builr drawn in Ink on a reproducible medium shall be delivered to the Landscape Architect before acceptance of the project. "As-built" shall be complete and accurate to the satisfaction of the Landscape Architect. h. During the contract period for construction and maintenance, the Contractor shall pay the cost of all water and eleclncity. Required permits for water and electricity shall be held in the name of the Contractor during the construction and maintenance period. At completion of the maintenance period, utility billings shall be transferred to the name of the Owner and any proportionate monthly utility billings shall be pro-rated based on meter readings. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. IllLa·SI) "As su1L r" /ur.t?~/ /~/ 1-~v:~, ,:..r. 363 5th Avenue, SuJte 201 San Diego, California 92101 tel (619)296-3750 /BJ< (619) 501-7725 www.mfasd.com RCE __ _ REVIEWED BY: INSPECTOR EXP, ____ _ DATE DATE 12.07.12 1stCDSUBMITTALREVISIONS LID CITY QF CARLSBAD ~ f-C'.12~2=1~.1~2+---+-=2n~d~C=D~S=U=B~M~ITT.:..:..:.A=L~R=~~l~S~IO~N=S'----------!----,e----+---t--1 5 5 01 .10.13 3rd CD SUBMITTAL REVISIONS ~:;::::;:;;:;,;;::;;:;:;:::;::;;:;P:;U.;N:;N::;l;N;;;G:::D::::IV::IS::10:::N:::::::===:::::::...=:==:::; 07.15.13 /1\ CONSTRUCTION CHANGE 2;.Z..,·I"; ~ U.NDSCAPE SPECIFICATIONS FOR DATE INITIAL DATE INITIAL DATE INIT,>,L DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWNBY: CHKD BY: RVWDBY: KINGDOM HALL L-8.2 MAHA DAVID PROJECT NO. CUP 10-10 DRAWING NO. 475-9L