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DWG 471-5L; SDP 10-01; JAGUAR LAND ROVER CARLSBAD; 01-15
MAINTENANCE SCHEDULE Weekly Bimonthly Monthly Every 60 Days Biannually Annually Check irrigation Check and Check mulch Conduct genera Prune and Prune and coverage and adjust schedule coverage and inspection trim shrubs trim slow- ad just heads. on irrigation replace. with owner. and fast growing and controller. growing deciduous Weed and Edge ground Check water evergreen trees. cultivate shrub cover and basins around trees. and ground turf trees and Mow ground cover areas. shrubs and fnspect trees coven-. Fertilize replace. fur girdling Mow lawns. seasonal color by stake ties Fertilize trees, and bedding or guys and shrubs. and Check for and plants. Trim hedges replace. ground cover. remove dead and topiary seed pods, shrubs. Mow Fast flowers, branches -Growing and plants. Ground Covers Submit to Check for owner a record and repair of extra work, vandalism and chemicals damage. used. Check for snails, rodents, insects, fungus, diseases, and other pests & apply remedy. Check for broken and leaking pipes and mjssing or damaged sprinklers heads and repair. ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GrYEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT: http://www.carlsbadca.gov/services/departments/water/Documents/recycledwaterbackflowtesterlist.pdf FOR RECYCLED OF http :/ /www. earls bad ca. gov/ se:rvi ces/ departments/water /Do cum ents/waterbacldl owtesterl ist. pdf FOR POTABLE OR CALL 438-2722 THIS PROPOSED LANDSCAPE AREA USES ONLY LOW WATER DEMANDING PLANT MA TERJAL THIS LANDSCAPE FALLS INTO ZONE 3 AS DESCRIBED IN THE CARLSBAD LANDSCAPE MANUAL UNLESS NOTED ON REFERENCE PLAN ALL IRRIGATION IN LANDSCAPE AREAS SHALL BE DESIGNED FOR FUTIJRE RECLAIMED WATER. ESTIMATED AVAILABILITY OF RECLAIMED WATER IS IN20l3 PER KATHY@ CARLSBAD MUNICIPAL WATER DJSTRJCT 760-602-2750 PROPERTY OWNER IS RESPONSIBLE FOR MAJNTENANCE OF ALL ON-SITE LANDSCAPE SHEET INDEX Ll LANDSCAPE COVER SHEET L2 LANDSCAPE DEH COVER SHEET L3 LANDSCAPE IRRIGATION L4 LANDSCAPE IRRIGATION L5 LANDSCAPE PLANTING L6 LANDSCAPE PLANTING Maximum Applied Water Allowance (MAWB): • Annual ETo for City ofCalsbad is 44.0 Project MAWA -232,579.73 Gallons/Year Project Landscape Area -12,179.5 Square Feet (ETo)*(O. 7)(Area)(0.62)+{0.3x SLA) Gallons per year Estimated Applied Watcr Use (EA WU): ETWU-(ETo)(0.62) ( PFtA SLA) _ Gallons per year High PF Landscape Area = 525 Square Feet of High Water Use Plant Material Area. High PF EAWU-12,731 Gallons/Year Medium PF Landscape Area = 0 Square Feet of Medium Water Use Plant Material Area. Medium PF EAWU-0 Gallons/Year Low PF Landscape Area= 11,654.5 Square Feet of Low Water Use Plant Materia] Area. Low PF EA WU-I 05 ,978 Gallons/Year Project Total EAWU- Project Total MAWA- Difference= 118,709 Gallons/Year 232,579.73 Gallons/Year 113,871 Gallons/Year 'PF: Plant Factors -High -.8, Med. -.5 & Low -.3 Irrigation Concept Statement Project Name: JLR CARLSBAD Project Location: Along the West side of Paseo De] Norte between Cannon Road & Airport Road Proje(..."t Designer: Emerald Design 305 N. Harl,or Bl., Suite 222 Fullerton, CA 92832 (714) 680-0417 Fax: (714) 871-5197 •• IE-0 .. 90 Statement Date: 09/20/2010 Contact: Janet Baker S DA Architects & Design (949) 754--0448 Applicant: Hoehn JLR LLC 5454 Paseo Del Norte Carlsbad, CA 92008 (949) 754-0450 Project Description: This is an existing auto dealership that is being updated and new landsc<:1pe is proposed at the perimeter, within the property and around the building. Landscaping is dictated by City of Carlsbad landscape guidelines. The entire proposed landscape uses low water demanding plant material to conserve water. I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT ORA WINGS AND SPECIFICA TTONS BY THE CITY OF CARLSBAD AND THE COUNTY OF SAN DJEGO DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFlNED TO A REVLEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DES[GN. THESE PLANS HA VE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSC,CONCEPT PLAN, WATER CONSERVATION PLAN, FlRE PROTE IO PL , ALL CONDITIONS OF APPROVAL RELATED TO LANDS t'~ • BY: L ----DATE ,z,;'&,11J PREPARER PHONE#: 714-680-0417 REGISTRATIONNO: 3098 EXPIRATION DATE: AUG 2012 -- L7 L8 L9 LlO Lll L12 L13 L14 Ll5 LANDSCAPE IRRIGATION DETAILS LANDSCAPE PLANTING DETAILS LANDSCAPE IRRIGATION SPECIFICATIONS LANDSCAPE IRRIGATION SPECIFICATIONS LANDSCAPE IRRIGA TTON SPECfFICATIONS LANDSCAPE PLANTING SPECIFICATIONS LANDSCAPE PLANTING SPECIFICATIONS LANDSCAPE PLANTING SPECIFICATIONS -1:) 'Cl ~ 1, 0 ?-~ <g, 'i: <:2. 'Ji C, ROAD AIRPORT RO~ll or 0 = '?i C\ ,'< s6 p,, ~ C p,,r-l ~ . RECLAIMED WATER AREA USE MAP VICINITY MAP NOT TO SCALE FWMlf:t• ,...,.., .., (6il.51 FL c•" .... 1,:,,·'iP ,, ( \ ..........__ T '<;. 6" MOW CURB~ IMS..._ r; _;s rt ..-,si\ ~ W<C' ,,,.~-~ 'l-""'" / pervioos. __ ......... \1,-\ pav1ng- surf11CO -·-'""'" - YARD TOH ~•• POLE D 10 S't.Y FACE Of' WAI.I. (T'IP.) ( DSCAPESlDEWALK.AND SIGHT W,,"E ., ., .. i>>"' '41 y,.. UGKT YOUNTID OH TCf' "'""' W.W. waterproof upl .. ht---!Ufer lo elec. dwgs (typ, of 2) I .· I • , C;.i+OPY~ I .-\, \..J:,'\ '~y \ SHEETS D 5 FOR TH SIDE 0~ ~ sl Rvrc~,1=t!ii I Cl I Li ) C01itC. V-OOTTER ~ ~ CA.R 1•4r:;N"l"ORY ~ ' J" yNII) I..IGl1T =-6tt MOW CUR OH 11"1 l"9E YAltO UGHT ON 24 .. IAS£ \ \ \ \ \ \ 11 \ \ . \ MONUMENT /SIGN CONC. CURB ,.,. YAllO UGHT f06~0H la"I BASE I I I f y'"° UOHT " wou+nm ow TOP " OF CMU -,_ I r\ \ V .. ABLE HDOHT I I MATCH Ll~-; ;EE s I ~ AND 6 T~S SIDE 1 11 I" I ___ ,, I I i.=-::·..._.., I I PROVIOE U1% 'wlOCTAT£D SWAlf ~"""'--l"s~ ,,_ :<!(.€' n I~ ~ ~ ...:l ::r: u f-< < ~ ............... s I • ~ ~ < I"" I w g it > " I I w ) • 0 w Si " w "' > a u I -1'---~::o~,:__ .. -W lAOOER I "' 0 APPROXIMATE LOCA OF WALL COVERED WIT 6_,~ FOLIAGE ~ I I I \ & " ~ " I I! " \ I ., I S"I..Y FACE I EETS \ \ \ '~ \ ~ ~ " " "'· V ~ ~ \ o CAR LNVENTORY \ AC PAV EMENT \ > 1§ z w > 3 ~ I \ \ \ \ I \ ' I \ I \ I I \ ' I \ \ \ VAAIAlllE I-EQIT , (1"'11",) ONE-STORY CONCRETE BLOCK BUILDING I \ \ \ I ~TE • \ \ I \ \ I INSPECTION PROCEDURES: WATER CONSERVATION FEATURES MAINTENANCE NOTE I 1 r 7 VNIIAILE HEIOMT CMJ 11.0CIC WAU.. (TVP,) ---+,I CLF a. FDICE /1#' J LOTB MAP 7492 INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUfRED INSPECTIONS AND REQUIRED SUBMJTTALS. THE PROPOSED IRRIGATION SHALL UTILIZE WATER CONSERVlNG TECHNIQUES INCLUDING BUT NOT LIMITED TO-UNDERGROUND DRIP SYSTEMS, RAJN SHUT OFF DEVICES, LOW FLOW VALVES, AND SMART CONTROLLERS. THE SYSTEM SHALL ALSO CONFORM TO THE SEVEN PRINCIPLES OF "XERJSCAPE" (GOOD DESIGN, THOROUG H SOIL PREPARATION, CAREFUL PLANNED USE OF SHRUBS, ADAPTED, LOW WATER DEMAND PLANTS, EFFECTIVE AND EFFICIENT WATERING METHODS, MULCHED FLOWER AND SHRUB BEDS, AND PROPER LANDSCAPE MAINTENANCE AND MANAGEMENT), SEE PLANS FOR THESE APPLICATIONS. PROPERTY OWNER IS RESPONSfBLE FOR MAINTENANCE OF ALL ON-SITE LANDSCAPE FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIFlCAJTON FORM" A REQUEST FOR A FLNAL LANDSCAPE INSPECTION BY THE ClTY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "FINAL LANDSCAPE CERTIFICATION FORM" FAX TO: 760-944-8943 LANDSCAPE TNSPECTION REQUEST PHONE LINE: 760-602-4602 IRRIGATION NOTE LANDSCAPE / PAVED AREA CALCULATIONS PAVED AREA-92,689.5 SF LANDSCAPE AREA-12,179.5 SF % OF LANDSCAPE AREA-13.14% TOTAL SITE AREA-119,724 SF IRRIGATION SHALL COMPLY WITH STATE ORDlNANCE AB 1881 ARCHITECT: SDA Architects & Designs Janet Baker 4 Venture Suite #260 Irvine, CA 92618 (949) 754-0448 0 . ENGINEER'S SIGNATURE £:;ROVE~ ~,, »At NNEE4WG PLANCHECKER DATE N (J) DATE: 20 JUNE 2011 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITLE _________ _ REVIEWED BY: lNSPECTOR DATE DATE l---f---+----------+--+----+---1---11 SH1EET I CITY OF CARLSBAD ~5 ~===-'====P=LA=NN=:::IN=G::::D::::E::::P:::::AR:=:T::::MENT::=:::::::::===::'....1::~=== E1VIER..A.L:O ~o .E o S o I o<3-o"N" California. License #3098 305 N. Harbor Blvd, Suite 222 Fullerton~ California 92832 Tel: (714) 680-0417 Fax: (714) 871-5197 Ernai1: emdes-la@pacbell.net DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITI AL DATE INITIAL OTHER APPROVAL CITY APPROVAL JLR CARLSBAD 5454 PASEO DEL NORTE CARLSBAD, CA 92008 APPROVED jtv_ L,-f:J l..,,1\ PLANNING DWN BY: EF/JD PROJECT NO. CHKD BY: RVWDBY: C.S.L SDP 10-01 ,.,:;,\ \ DATE DRAWING NO. 471-5L GENERAL NOTES RECYCLED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES ANO REGULATIONS. 2. DRINKING WATER FOUNTAINS AND OES/GNA TEO OUTDOOR EA TING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR MISTING. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIM/NA TE OR CONTROL TO THE BEST EXTENT POSS/BL£ PONDING, RUN-OFF, OV£R-SPRA Y, ANO MISTING. 4. HOS£ BIBS AR£ STRICTLY PROHIBIT£0. 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES ANO POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES ANO REGULATIONS. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. HOURS FOR /RR/GA TION WITH RECYCLED WATER AR£ FROM 10: 00 P.M. TO 6: 00 A.M. TH£ HOURS FOR /RR/GA TION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY TH£ LOCAL AUTHORITY. /RR/GA TION OUR/NG PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPER\1/S/ON OF TH£ OES/GNA TEO USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10: 00 P.M. TO 6: 00 A.M. BURIAL OF ALL WIRING ANO PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES ANO REGULATIONS. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY W!NO BLOWN SPRAY OR BY DIRECT APPL/CATION THROUGH /RR/GA TION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED. /RR/GA TION HEADS SHALL BE RELOCA TEO OR ADJUSTED TO MINIMIZE OR ELIM/NA TE OV£R- SPRA YING ON SIDEWALKS, STREETS ANO NON-OESIGNA TED USE AREAS. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WA T£R DISTRICT'S RULES ANO REGULATIONS. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VAL V£ BOXES, £TC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF TH£ CALIFORNIA HEAL TH AND SAFETY CODE. ALL /RR/GA TION PIP£ SHALL BE STENCILED WITH WARNING, "NON-POTABLE OR RECYCLED WATER", COLOR -CODED (PURPLE) AND LAID W!TH WARNING TAP£ AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. ON NEW ON-SITE SYSTEMS (POST-METER). POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER ANO SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR F££T APART OR AS DIRECTED BY TH£ PROJECT ENGINEER AND/OR REGULA TORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWEL V£ INCHES BELOW POTABLE WATER LINES ANO MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST 8£ INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. THE REQUIRED CROSS-CONNECTION SHUIDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO TH£ NON-INSPECTING PARTY. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGN SHALL BE CALLED OUT ON THE PLANS. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL 8£ FAMILIAR W!TH PLUMBING SYSTEM WITHIN THE PROPERTY, W!TH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTJON PROTECT10N, THE RECYCLED PUREYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE OES/GNA TJON, WITH CONTACT PHONE NUMBERS SHALL BE PR0\1/DED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CA SE OF EMERGENCY CON TACT: ----"B"'O"'B"--'-H""O'-"£"-'H'-'N-----'A.,_,T ___ --'-'76,,_,0,...-_4"'3"'8'----'1"'8-"18"-- 0R AFTER HOURS CONTACT: BOB HOEHN AT 760-438-1818 -----==--------~~~~~~- ALL PUBLIC ANO PR/VA TE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS ANO WATER COURSES W!THIN TH£ RECYCLED WATER PROJECT SHALL BE SHOWN ON TH£ PLANS. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS ANO/OR OES/GNA TEO OUTDOOR £AT/NG AREAS ON THE SIT£. 24. A PHYSICAL SEPARA TJON SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGA TEO WITH RECYCLED WATER ANO POTABLE WA T£R. S£PARA TION SHALL BE PR0\1/0EO BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. RECYCLED WATER SYSTEM (PRIVATE) 5454 PASEO DEL SIGNAGE NOTES THE FOLLOW!NG GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY AR£ EAS/L Y \I/SIBLE. PLACE ON 8-1/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 1. GUIDELINES FOR RECYCLED WATER US£ A. /RR/GA TE BETWEEN THE HOURS OF 10: 00 P.M. AND 6: 00 A.M. ONLY. WATERING OUTS/0£ THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNA TTENOEO DURING USE OUTSIDE TH£ NORMAL SCHEDULE. 8. /RR/GA TE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, ANO PONDING. THE APPL/CA TJON RAT£ SHALL NOT EXCEED THE INFILTRATION RA TE OF THE SOIL. T1MERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFIL TRA TJON RA TE PRESENT. THIS PROCEDURE MAY BE FACIL/TA TEO BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTJON TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT W!LL PROMOTE MAXIMUM SOIL ABSORPTJON). C. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRA Y ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PR/VA TE PA nos ANO LOTS, AND STREETS ANO SIDEWALKS. D. MONITOR ANO MAINTAIN TH£ SYSTEM TO MINIMIZE EQUIPMENT ANO 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 £DUCA TING EACH EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING TH£ PRESENCE OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED THAT WATER IS FOR !RR/GA TION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES ANO MOD/FICA TIONS TO ANY PRIVATE ON-SITE FACIL/TJES. SUCH CHANGES MUST BE SUBMITTED TO, ANO APPROVED BY, THE DISTRICT ENGINEERING OFFICE ANO DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 1. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH ID£NT1FICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3"x 4", PURPLE IN COLOR, WITH THE WORDS "WARNING RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ON£ SID£, AND "A\1/SO -AGUA IMPURA-NO TOMAR" IMPRINTED ON TH£ OTHER SID£. /MPRINTJNG SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ON£ TAG SHALL BE A TTACH£D TO EACH VAL VE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID W!R£ DIR£CTL Y OR WITH PLASTJC TIE-WRAP OR 3. ATTACH TO VAL VE COVER WITH EXIST1NG VAL VE COVER BOLT. 2. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. G. EACH AU TOMA TIC CONTROLLER ANO ITS ASSOC/A TED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, W!TH BLACK LETTERS 1• HIGH ON A PURPLE BACKROUND. TH£ SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING TH£ EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I Al.I ________ OF IMJRK FOR THIS PROJECT. THAT I HA VE' EXERCISED RESPONSIBLE CHARGE OVE'R 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 HEALTH SERI/ICES IS CONFINED TO A REI/IEW ONLY AND DOES NOT RELIEVE' I.IE, AS __________ OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. LEGEND POTABLE WA /ER METER RECYCLED WA /ER METER BACKFLOW PREVENTION DEVICE INSTALL PER CMMl POTABLE WA /ER LINE ---RECYCLED WA /ER LINE RG !-1N © RECYCLED WA /ER PRESSURE SUPPLY LINE RECYCLED WA /ER USE AREA DO NOT DRINK SIGN SHEET TITLE LANDSCAPE COVER SHEET LANDSCAPE DEH COVER SHEET LANDSCAPE !RR/GA TJON LANDSCAPE /RR/GA TION LANDSCAPE PLANTING LANDSCAPE PLANTING LANDSCAPE /RR/GA TION DETAILS NORTE N fl) SHEET NUMBER 1 2 J 4 5 6 7 PROJECT MAP 1111!>9nced conavle -/1\rcfl~Plllfl nus PLAN IS DIAGRAMMA C. TIIE ACTIJAL LOCATION 01', MAIN LINES, TERM.LINES, VALVES,SLEEVES..ANOOTHE 'ATJON EQlJIPMENTRJlALLRF.LOCA · LANDSCAPE AREA.'> WHENEVER IW I ◄> ---i,::l-1 PE SIDEWALK ANDIJT .TTY) INF. td OJ MATNUNES SJ LOCATED OU' STREET RIGH .,..... ~<J,-~~ <J,-z ~ • " C ,,.,. § ,\ u <J,- \ -~ .. \ THJS • N 15 OLAGRJ\MMATIC. THE ACnJAL ,ATION OF, MAIN LINES. LAT'Ell:AL UNF. ALVES. SLEEVES, AND OTIIER lRRIGAl EQUIPMENT SHALL BE LOCA"llD IN ,f LANDSCAPE AREAS WHENEVER INSPECTION PROCEDURES 1. District Construction Jnspection shall include: A. Required seperation between potable and recycled water lines (horizontally and vertically) B. Pipe Identification C. Sleeving at crossings D. Appropriate materials and markings, including proper quick couplers. RO"° ' ~ SITE ~ ~ ,<) fl AIRPIJH Solll ~ 1'> of 0 0 l ll <;l, Cl''{ sBP... ~ i'i. .,,_ cP...B-1., NOT TO SCALE ~~£.~ ..... tlllU kOCk WALL {TVP,} I '-,,---~·---~-t-----·% _..!;' ;(1f1NVENTQRY \ ,· ---- l-l/2J ~ t ~ '~t s " "' / "' '"""' 0 w ; ffi ~ 0 I \ i ISPLANJSI)] ,RAMMATIC.THEA AOACc !\ ~rn LOCATION Of', AIN LINES, LATERAL JNES, .. - \/ALVES, SU:' ES. AND OTHER TION EQUIPMENT HALL Ht:: LOCATEIJ IN LANDSCA AREAS W~lfNEVfJl sun..E- '"' PA',/EMENT \ ---f~~~~~,··~ rl,C[ a; 6.&i wM.L CAR INVE]•ffORY y,-R;ldt_[ ~T (ffl'.) ~-i---,,,,.~,. ~., =--r "PPHC})(IIU. T'E 1.0CAT ~ Of WALL COVERED WITt1' ~, HXJAGE '-..._ 2 District Final Inspection shall Include· A. Signage installed per pion B. Controller Stickers C. Togging of Valves ONE-STORY CONCRETE BLOCK BUILDING D. Coverage test after completion of the sprinkler system to ensure protection of area not approved for recycled wa ter use. E. All aspects of the irrigation conditions including windblown spray. runoff, and ponding. F. Required protection of all residential area. G. Required protection of wells, streams, reservoirs, etc. H. Cross-connection test if required I. Color coded, laminated charts inside each controller 3 Annual Inspection shall include: A. complete inspection that will cover A-I of the District Final Inspection. Revisions must be approved by Public Health E-ngineel', City Engioeer & District Engineer prior to implementation in field "AS BU IL T" 0 M ~ M DATE 25. ALL /RR/GA TJON BACKFLOW PREVENTERS SHALL 8£ TESTED BY A CERTIFIED TESTER ANO RESULTS MUST B£ GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARO COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT http: //www.corlsbodco.gov/services/deportments/water / Documents/recycled wat erback fl owtes terl is t. pdf PHONE NO: ( :1if) ~ -01:f.7 /2 /. REGISTRATION NO: "1rt71L EXPIRATION DA TE: ---~,..,.c....~"'"7'-,~ll-"--""'2'------ LANDSCAPE PLANTING DETAILS 8 ... , f.• ' ·.•t;:.~· .,., ·~ ~----------------------+-----------------------; TITLE BACKROUND /PURPLE r BLACK LOGO / 35• /1" BLACK LETTERS 12" X 36" SIZE (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 ~ • ui N i-' -:i. ~ In Order to Conserve Water ... RECYCLED WATER IN USE DO NOT DRINK NO TOME EL AGUA 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC WASH HANDS AFTER CONTACTING OR STICK-ON VINYL ,._VESE SUS MANOS DESPUES DE US.AR SIGNS I:::>o Eo S o I c<3-o-:r--;f California License #3098 305 N . H.a:rbor Blvd~ Suite 222 Fullerton. California 92832 Tel: (714) 680-0417 Fax: (714) 871-5197 Email: emdes-la@pacbe1l.net DI RT DIAL TOLL FREE 1 -BOO -422 -4133 AT LEAST TWO DAYS BEFORE YOU DIG LANDSCAPE /RR/GA TION SPECIF/CATIONS LANDSCAPE /RR/GA TION SPECIF/CATIONS LANDSCAPE /RR/GA TION SPECIF/CATIONS LANDSCAPE PLANTING SPECIF/CATIONS LANDSCAPE PLANTING SPECIF/CATIONS LANDSCAPE PLANTING SPECIF/CATIONS 9 . / ~g,~~~EN~Fo(!~._,f6~~fNTAL HEALTH . LAND AN D WATER QUALITY Dl"1SION 10 11 12 .''~--z • GLENN LEEKS ENVIRONMENTAL HEAL TH SPECIALIST 13 14 7-/-// DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 2 CITY OF CARLSBAD PLANNING DEPARTMENT 15 SHEETS UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA RECLAIMED WATER AREA USE MAP 15 PRIVATE (ONSITE) RECYCLED l---+--+---------------t---+--t-----t-----1 WATER SYSTEM FOR: Expiration Dcte: CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME: -------------- ADORES S: l---+----lf-------------------t----t-----lt------i---1APPROVED ') , ../.~ PLANNING d.h-1. r ., ~ 2IJ JI TELEPHONE:--------~ ~ ~ --l--------------------+--,,-,,;;,-+-:,~...--t-----~~---------t--;□:::A-:;;TE:--~l:;Nl;;;TI:;AL-t-;D;--;-A:;;:TE:--j--;IN;:;;1:;;-TIA;-;-L1 DRWN BY: EF/JO WIL 1AM E. PLUMMER DATE DATE PLAN PREPARED: DATE: 20 JUNE 2011 DATE INITIAL REVISION DESCRIPTION CHCKD BY: DEPUTY CITY ENGINEER R.C.E.28176 EXP.3/31/12 BY: ENGINEER OF WORK OTHER APPROVAL Cl1Y APPROVAL C.S.L JLR CARLSBAD 5454 PASEO DEL NORTE CARLSBAD, CA 92008 PROJECT NO. SOP 10-01 DATE DRA'MNG NO. 471-5L ...,...._,. SOIL MIX NOTE AT VEGIT A TIVE SW ALE PROVIDE SOIL MIX DEPTH MfN 18" PROVIDE SOIL PERCOLATION RA TE Of 5" PER HOUR j ! .,,.,, .. ,-, '"'"'""·'''~ I I REFERENCE MAP 1 "=50'-0" \1' -, -I •• .......... Irrigation Legend SYMBOL MANUF. MODEL # (RADIUS-BODY) DESCRIPTION PSI GPM RAD 0 TORO Irrigation Legend SYMBOL MANUF. @-lrritrol ~- Febco FB-50-PC-570Z-12P-SI-PRX-E PRESSURE COMP. FLOOD BUBBLER 30 0.50 MODEL# Smart Dial (SD-EXT) 825-Y DESCRIPTION 24 Station Wall-mounted Automatic Controller Mounted on Exterior Wall Where Shown 3/4" Water Meter 1-1 /2" Reduce Pressure Type Back.flow Preventer 12" B-with Y-Strniner & Ball Valves -Located in Sh.rub Arca to screen ~--Nibco ~-Rainbird • Nelson (i) --Toro © ------ 113T Line-sized Gate Valve (by Others) PESB-R Series Plastic in-line Electric Remote Control Scrubber Model Valve -Sized Noted (Purple llow Control) 7645 ACME threads Rain Sensor Plus 3/4" Quick Coupler Valve with Pull)le Cap with "Do Not Drink" wan "Quick coupler valves shall be of a type approved for Recycled water Wireless Rain Sensor. Install Unobstructed, 21 Below Top of Roof on Outside Wa]] Warning Sign "Do Not Drink" warning signs-see plan for locations Drip Irrigation SYMBOL MANUF. MODEL# DESCRIPTION ~ Rainbird PESB-R Series Plastic In-line EleLtric Remote Control Scrubber Model Valve -Sized Noted (Purple flow Control) Netafim Netafim ♦ --Nerafim + --Netafim DFV075-120 PRV075LF35V2K PRV075HF35V2K TL050MFV-I AirNacuum Relief Valve 3/4" Netafim Disc Filter Pressure Regulator-Use with 4.4 gpm or less Pressure Regulator-Use with 4.5 gprn or more Automatic Line Flushing Valve in Valve Box Locate at Lowest Point in System Line 3/4" Air/Vacuum Relief Valve Locate at Highest Point in System Line • Contractor shall Install all Netafim Products per Manufactures Specifications Netafim Contact [nfo phone: 888-638-2346 web: www.netafimusa.com Valve # GPM Zone Area inlet Pressure Dripper Flow Rate 2 7.87 2656 sf 35 psi .4 3 3.51 1185 sf 35 psi .4 4 1.55 525 sf 35 psi .4 7 1.15 389 sf 35 psi .4 8 3.39 1143 sf 35 psi .4 9 7.5 1 2537 sf 35 psi .4 11 5.07 1710 sf 35 psi .4 13 .96 324 sf 35 psi .4 14 5.06 1709 sf 35 psi .4 Irrigation Pipe & Valve Legend Schedule 40 Purple PVC Pipe Mainline-To be 1-1/2" Schedule 40 PVC purple Pipe for Lateral lines-To be 3/4" & Larger Schedule 80 PVC Pipe Sleeve -Size shall be two sizes larger than pipe servicing Tech line RW (Reclaimed Water) Drip line, by Netafim USA, to be Buried 4"m.in -6"max Emitter and row spacing-12" in turf all other shall be 18" Supply header to be purple drip line blank tubing or purple PVC (To be Buried 4°min -6''max) Saw cue paving if needed to provide line and sleeve. Control Valve lnfonnation LANDSCAPE ZONE Station Number _..,.,...Gallons per Minute .,_ _____ _ '-Area (Drip only) PERCENT AGE CALCULATIONS ZONE I (TURF) 525 SF -4.3% ZONE 3 (ALL OTHER LANDSCAPE) 11 ,654.5 SF -95.7% TOTAL LANDSCAPE AREA 12,179.5 SF ,u~ YARD LIGHT rO \ \ 6" MOW CURB CTI< Ot GA;------,,, A.Ri.BLE HEIGHT ,-6" \:lOW CURB METER · BLOCK WALL I r-="---(TYP. - / / / /'-1-1/2" LAND RO''-' R Off ROAD DEMO COURSt :_····· DSCAPE ELEME}H \ TON 3"0 POLE Id TED TD S'L Y FACE OF C WALL {TYP.) e /-s ! j ! / ' \ \ i I \\ '0 ' r 1r,"(j...----,,; ~,c o~1,12.s \/11;.,B '()'I<" 11:." 't .-:,,,.,,· U"C<',.,...,,., /' / :-A 1-1/2" pHrYIOUS paving--~· surface PRO"fCf. Ut YC..(TATtD SWAU:: THJS PLAN IS DIAGRAMMATIC, MAfN LINES, LATERAL LfNES, VALVES, SLEEVES, AND OTHER IRRIGATION EQUIPMENT SHA.LL BE LOCATED OUTSIDE OF THE STREET RIGHT OF WAY . \ \ \ YARD LIGHT MOUNTED ON TOP Ot CMU WALL / ('o"' \ l.ANL.lt"'T~ THIS PLAN IS DLAGRAMMA . THE ACTUAL LOCATION OF, MAIN LINES, L TERAL LINES, VALVES, SLEEVES, AND OTHER RRIGATION 14.00 EQUTPMENT SHALL BE LOCATED LANDSCAPE AREAS WHENEVER 8.00 I 11.00 __ 1 __ .s_2+-_4_4,~ 514sf I" e'; . !ighl~refer _J ' "' d\¼gS 12) • I l □ □) @POC Tie into domestic service water line downstream from existing irrigation-dedii.:ated water meter. Verify P,O,C, location, static PSi, main line and meter sizes in the field. Maximum flow of 14.00 GPM @ station # 10 J. THIS N IS DIAGRAMMATIC. THE ACTUAL C, ---·-o:G ~-~-\-----C\R i CONG. '-,-,;-,1-,-CURB J-""" \I' ,y O >=:, I ATION OF, MAIN LfNES, LATERAL LfNE ALVES, SLEEVES, AND OTHER IRRIGATI EQUIPMENT SHALL BE LOCATED IN LANDSCAPE AREAS WHENEVER POSS LE. YARD LIGHT ON 2~•0 B 17 I I R ~------~--·--·· --- I Static Pressure Available-75 PSI @ POC Gale of Carlsbad Municipal Water Dist. (760) 438-2722 Maximum System Flow@ Station 10 -14.00 GPM City Irrigation Notes: I \ \ \ 6"MO \ \ MONUMENT ,.,,,,...---=y SIGN > H 'H ~~ C B AP (6~. YARD LIGHT ON 18"0 BASE YAR ~!. ON 6°SQ,'l{ Worst Case Pressure Calculations P0C 14.00 GPM @ Station 10 3/4" Meter 3. IO 1-1 /2" Back flow Preventer 12.00 400' of 1-1 /2" Mainline 2.24 1-1 /2" Control Valve 4.00 250' of Laternl Line 5.00 TOT AL PSI LOSS: 26.34 25% FITTfNG: 6.59 PSI Required @ Head 30.0 TOTAL PSI REQUIRED @ roe: 62.93 • Refer to Pipe Sizing Chart Below to Size Pipe During LnstallaLion PIPE SIZING CHART GPM PIPE SIZE 0 to 8 GPM 3/4" 8 to 12GPM I" 12 to 22 GPM I 1/4" 22 to 30 GPM I \/2" 30 to 50 GPM 2" CITY APPROVED BACKFLOW PREVENTERS SHALL BE INSTALLED ADJACENT TO THE POfNT OF CONNECTION AND SHALL COMPLY WITH ALL APPLICABLE HEALTH AND SAFETY CODES AND DETAILS AS REQUIRED BY THECMWD BACKFLOW PREVENTERS SHALL BE TESTED BY A CERT!FlED TESTER AND RESULTS UST BE GIVEN TO THE OWNE R AND WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE SCHEDULE K HARD COPPER. CROSSfNG OF ROADS WITH lRRJGA TION PIPE OR WIREING SHALL BE AVOIDED WHEREVER POSSIBLE. IF A CROSS LNG MUST BE MADE, SCHEDULE 80 PVC SLEEVES SHALL BE fNSTALLED AT A MINIMUM DEPTH AS DESCRIBED lN THE IRRIGAITON DETAIL SHEET. THERE ARE NO DRINKING FOUNTAINS, DECORATIVE FOUNTAINS, COMFORT ST A TIONS, OUTDOOR EA TING AREA, SWIMMING POOLS, PLAYGROUND EQUIPMENT, OR WELLS ON THE SITE 0 20 40 60 80 N ILJLJ-~1 ___.I~ ~I 0\ SCALE: 1"=20'-0" \[;;I DATE: 20 JUNE 2011 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITLE _________ _ REVLEWED BY: IN SPECTOR DATE DATE CONTROLLER WIRES LOCATED UNDER STREETS OR OTHER PERMANENT IMPROVEMENTS SHALL BE fNSTALLED fN THE SEPARATE PVC SLEEVES CORRESPONDfNG TO TYPE DEPTHS AS SPECIFIED fN THE IRRIGAITON DETAIL SHEET. 1-------i--+-----------+--+--+---+----llsHrT1.c_1_T_Y_O_F~C-A_R_L_S_B_A_D~~5 _ PLANNING DEPARTMENT ~ "I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE IRRIGATION PLANS CONTAINEDlNTHE CITY OF CARLSBAD'S WATER EFFICIENT LANDSCAPE REGULA ION A VE PREPARED THIS PLAN lN co~iL NO DF l:'NAHOSE REGULATIONS TO PROVIDE EFF , . TER." 'JJ!J 1:../1/ L DATE I=>o .E o S o I oCi-o]'.l California Lice:n.se #3098 305 N. Harbor Blvd~ Suite 222 Fu.Llerton, Cali fonlia 92832 Tel: (714) 680-0417 Fax: (714) 871-5197 E.rn.ai]: e .mdes-la@ pacbell.net JLR CARLSBAD 5454 PA SEO DEL NORTE CARLSBAD, CA 92008 1---+--+-------------+---+--+---+----1 I -AP-PR_o_vE_o------'[i:.::.l't,.'._' A_('----""(;{1,....:-c..e~=-::...::..,1I:,...__ ___ "1_-_.,_· I_\_ . PLANNlNG DATE DATE INITIAL DATE INITIAL DATE INITIAL ENGlNEER OF WORK REVISION DESCRIPTION OTHER APPROVAL Cl1Y APPROVAL OWN BY: CHKD BY: RVWDBY: EF/JD C.S.L PROJECT NO. SDP 10-01 DRAWING NO. 471-SL Irrigation Concept Statement Project Name: JLR CARLSBAD Project Location: Along the West side of Paseo Del Norte between Cannon Road & Airport Road Project Designer: Emerald Design 305 N. Harbor BL, Suite 222 Fullerton, CA 92832 (714)680-04[7 Fax:(7 14)871-5197 Weekly Check i nigation coverage and adjust head~. Weed and cultivate shrub and ground cover areas. Mow lawns. Check for and remove dead seed pods, flowers, branches and plants. Check for and repair vandalism damage. Check for snails, rodents, insects, fungus, diseases, and other pests & apply remedy. Check for broken and leaking pipes and missing or damaged sprinklers heads and repair. Statement Date: 09/20/2010 Contact: Janet Baker SDA An:hitects & Design (949) 754-0448 Applicant: Hoehn JLR LLC 5454 Paseo Del Norte Carlsbad, CA 92008 (949) 754..()450 Project Description: This is an existing auto dealership tllilt is being updated and new landscape is proposed at the perimeter, within the property and around the building. Landscaping is dictated by City of Carlsbad landscape guidelines. The entire proposed landscape uses low water demanding plant material to conserve water. IRRIGATION NOTE lRRJGATION SHALL COMPLY WITH STATE ORDINANCE AB 1881 IRRIGATION SCHEDULING I.RRlGATION SCHEDULING WILL BE DONE WITH AN AUTOMATIC ET BASED CONTROLLER. THE ET CONTROLLER WIL L AUTOMATICALLY CALCULATE EACH ZONE BASED ON SlTE SPECIFLC INFORMATION-(PLANT MATERIAL, TYPE OF [RRIGATION HEAD INSTALLED, SUN EXPOSURE, TOPOGRAPHY, AND SOrL TYPE). THE ET CONTROLLER USES LOCAL WEATHER "REAL TIME' DATA DOWNLOADED VIA SATELLITE TO REDUCE OVER WATERING AND RUNOFF ON COMMERCIAL LANDSCAPE SlTES. ,''" ,,:Y',,., '~"~7 ........ ,,' """'' -w t:f1W ---·-- 1 "=50'-0" MAINTENANCE SCHEDULE Bimonthly Monthly Every 60 Days Biannually Annually Che1.:k and Check mulch Conduct genera Prune and Prune and adjust schedule coverage and inspection trim shrubs trim slow- on irrigation replace. with owner. and fast growing and controller. growing dec.iduous Edge ground evergreen trees. Check water trees. cover and basins around turf trees and Mow ground shrubs and lnspect trees covers. n:place. for girdling fertilize by stake ties Fertilize trees, seasonaJ color or guys and shrubs, and and bedding replace. ground cover. p lants. Trim hedges and topiary shrubs. Mow Fast -Growing Ground Covers Submit to owner a record of extra work, and chemicals used. Maximum Applied Water Allowance (MA WB): (ETc,)*(0. 7)(Area)(0.62)+(0. 3x SLA) * Annual ETu fur City ofCalsbad is 44.0 Gallons per year Project MAW A ~ 232,579.73 Gallons/Year Project Landscape Area = 12, 179,5 Square Feet Estimated Applied Water Use (EAWU): ETWU~(EToX0.62) ( PF[JIA SLA) Ga11ons per year . .. . ~ l-hgh PF Lan<ls.::ape Area 525 Square Feet of High Water Use Plant Matenal Arca . High PF EAWU-12,73l Gallons/Year Medium PF Landscape Area = 0 Square Feet of Medium Water lJse Plant Material Area. Medium PF EA WU-0 Gallons/Year Low PF Lands.::ape Area = 11,654.5 Square Feet of Low Water Use Plant Material Area. Low PF EAWU~ 105,978 Gallons/Year Project Total EA WU= Project Total MAW A~ Difference= 118,709 Gallons/Year 232,579.73 Gallons/Year 113,871 Gallons/Year 'PF: Plant Factors -High = .8, Med. = .5 & Low= .3 \ \ \ \ \ \ i t \ ' I t \\ \ t ' I i \ I \" ,; I \ \ \ \ \ \ t I l t t t I i I 1li /1' : I ** IE= 0 .. 90 r: ---·; I \ 5r -c Irrigation Legend SYMBOL MANUF. 0 TORO Irrigation Legend SYMBOL MANUF. @ --lrritrol ~- B --Febco ---Nibco ~ --Ra1nb1Td • @ ©- Nelson Toro Drip Irrigation SYMBOL MANUF. ~ Rai.nbird Netafim MODEL # (RADIUS-BODY) DESCRIPTION PSI GPM RAD FB-50-PC-570Z-l 2P-SI-PRX-E PRESSURE COMP. FLOOD BUBBLER 30 0.50 MODEL# Smart Dial (SD-EXT) 825-Y DESCRIPTION 24 Station Wall-mounted Automatic Conlrollcr- Mounted on Exterior WaU Where Shown 3/4" Water Meter 1-1/2" Reduce Pressure Type Back.flow Preventer 12" with Y-Strainer & Ball Valvt:s -Located in Shrub Area to screen 113T Line-sized Gate Valve (by Others) PES.B-R Series Plastic in-line Electric Remote Control Scrubber Model Valve -Sized Noted (Pull'le flow Control) 7645 3/4" Quick Coupler Valve with Purple Cap with "Do Not Drink" wan ACME threads "Quick coupler valves shall be of a type approved for Recycled water Rain Sensor Wireless Rain Sensor. Install Unobstructed, 2' Below Plus Top of Roof on Outside Wall Warning Sign "Do Not Drink" warning signs-see plan for locations MODEL# DESCRIPTION PESB-R Series Plastic Jn-line Electric Remote Control Sc-rubber Model Valve -Sized Noted (Purple flow Control) DFV075-l 20 3/4" Netafim Disc Filter ~- \ \ \ \ I ,,;, . 'tt:Gnx/rn SWA:E I t I . lPROVIDE 1.9% VEGETATED SWALE I n I I ~OUNTED ON TOP Of c~u WALL •-i-•--·--·-- / ::i:: ------- I -::-, --~ ~ - \ ~A;:,~~ H;,-G!;~ ---~;-";;~:-\-- \\ CMU BLOCK WALL (TYP.) \ \ \ I • \ .. x ··--··--_ \\ _ ... --· _ . .:'k'--"",,"", :;+ .. s_l:-348-:~;-'-\":· .. •·····:I . ~ . .. --·~1;; ...... -~·::::::s\··cA"rfi:'lvENTogy--.~,--...... ___ !'3 __ ..•• __ ••.. -1 \ _ .. --··\·-\ \ \ I 1Hli:,'1:11 'i'1J'-!j/l \ \ i I I THIS PLA'(/ IS DlAGRAMMAl\lC: THE ACTUAL \. I ii i" LOCATION: OF, MAIN LrNES, lATERAL LINES, , . 1 1 VALVES, S~EEVES, AND QTiq;RIRRIGATION I, I _i_ !, EQUIPMEN1 SHALL BE LIXA"J\ED lN 1 LANDSCAP"I AREAS WfiENEVI\R POSSIBLE. \ \ / \ \ \ i ' \ 1-1/2"1 \ / 12.00 \ : f \ I \ \ I \ \ \. \, \, ~~~~TE \ CL FENCE AP CONC. V-DITCH SWALE VARIABLE HEIGHT CMU BLOCK WALL (TYP.) ----11 Netafim PRV075LF35V2K Pressure Regulator-Use with 4.4 gpm or less PRV075HF35V2K Pressure Regulator-Use with 4.5 gpm or more ♦ --Netafim \ \, ♦ \ \, \,i \ i \ I \ i I l,1 \ \ii • TLll50MFV -1 Automatic Line Flushing Valve in Valve Box Locate at Lowest Point in System Line + --Netafim AirNacuum Relief Valve 3/4" AirNacuum Relief Valve Locate at Highest Point in System Line "' Contractor shall lnstall all Netafim Products per Manufactures Specifications Netafim Contact lnfo phone: 888-638-2346 web: www.netafimusa.com Valve# GPM Zone Area lnlet Pressure Dripper Flow Rate 2 7.87 2656 sf 35 psi .4 3 3.51. 1185 sf 35 psi .4 4 l.55 525 sf 35 psi .4 7 1.15 389 sf 35 psi .4 8 3.39 1143 sf 35 psi .4 9 7.51 2537 sf 35 psi .4 11 5.07 1710 sf 35 psi .4 13 .96 324 sf 35 psi .4 14 5.06 1709 sf 35 psi .4 I '" .", I \ CJ) ~ a:, UJ l) ~ UJ r.n 0 UJ ll'. UJ > 0 l) • C NC. V GUTTER • / S . LADDER/ $ : TO ROD a m • ( \ t \ \ c5 \ ~ \~ \" \s \\ \ \ ' \ \ q / \ \ I 5.14 1736f I G I I l -1/2" I '-'' I \ ( I I \ \ CLF CL FENCE AP Irrigation Pipe & Valve Legend ------Schedule 40 Purple PVC Pipe Mainline-To be 1-1/2" HB g I T Ds-P-------~.u I f )/ ~~!V Schedule 40 PVC pull'le Pipe for Lateral lines-To be 3/4" & Larger Schedule 80 PVC Pipe Sleeve -Size shall be two sizes larger than pipe servicing Tech line RW (Reclaimed Water) Drip line, by Netafim USA, to be Buried 4"min -6"max Emitter and row spacing-12" in turf all other shall be 18" Supply header to be purple drip line blank tubing or purple PVC (To be Buried 4"min -6"max) Saw cut paving if needed to provide line and sleeve. Control Valve Information Station Number _,..,....Gallons per Minute 1---+-'-- "Area (Drip only) Valve Size Stalic Pressure Available= 75 PSI @ POC Gale of Carlsbad Municipal Water Dist. (760) 438-2722 Maximum System Flow @ Station IO -14.00 GPM LANDSCAPE ZONE PERCENT AGE CALCULATIONS ZONE 1 (TURF) 525 SF -4.3% ZONE 3 (ALL OTHER LANDSCAPE) 11,654.5 SF~ 95.7% TOTAL LANDSCAPE AREA 12,179.5 SF CANOPY Worst Case Pressure Calculations POC 14.00 GPM @ Starion 10 3/4" Meter 3.10 1-1/2" Backflow Preventer 12.00 400' of 1-1 /2" Mainline 2.24 1-1 /2" Control Valve 4.00 * Refer to Pipe Sizing Chart Below to Size Pipe During Installation PLPE SIZ ING CHART THERE ARE NO DRINKING FOUNTAINS, DECORATIVE FOUNTAINS, COMFORT ST A TIONS, OUTDOOR EA TING AREA, SWIMMING POOLS, PLAYGROUND EQUIPMENT, OR WELLS ON THE SITE 250' of Lateral Line 5.00 GPM PIPE STZE TOT AL PSl LOSS: 26.34 0 to 8 GPM 3/4" 25% FITTING: 6.59 8 to 12 GPM I" PSI Required@ Head 30.0 12 io22GPM I I /4" TOTAL PSJ 22 to 30 GPM I I /2" REQUJRED @ POC: 62.93 30to 50 GPM 2" E1'11ER..A..Lr> S PLAN IS DIA RAMMA TIC: THE AC_J'AL LOCATION OF, AIN LlNES, LATERAL ~tES, VALVES, SLEE ES, AND OTHER IRR!GfTTON EQUIPMENT HALL BE LOCATED IN I LANDSCA AREAS WHENEVER PO~IBLE. I ( AC PAVEMENT APPROXIMATE LOCA OF WALL COVERED WIT FOLIAGE r,; '< j 9.00 0 ,._ I new trash end. ONE-STORY CONCRETE BLOCK LOT 8 MAP 7492 CONC. V-DITCH CL FENCE AP 0 20 40 60 80 N !UU.----:__1 ____,~I ~I r:J'\ SCALE: 1 "=20'-0" \CJ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I SH~ET I DATE: 20 JUNE 2011 "AS BUILT" TITLE _________ _ REVIEWED BY: lNSPECTOR CITY OF CARLSBAD PLANNING DEPARTMENT JLR CARLSBAD 5454 PASEO DEL NORTE CARLSBAD, CA 92008 DATE DATE m 5 "I AM FAMILIAR WITH THE REQUTREMENTS FOR LANDSCAPE IRRIGA TTON PLANS CONTAINED rN THE CITY OF CARLSBAD'S WATER EFFICIENT LANDSCAPE REGULATIONS. [HAVE PREPARED THIS PLAN [N COM LJ.AN E IH THOSE REGULATIONS 13JROVIDE EFF I ATER." lt7~/II _r>o _Ea S-o .I oC3--o:N"" California. License #3098 305 N. Harbor Blvd, Suite 222 Fullerton, California 92832 I APPROVED [<!.;;J,c,{~, ~l..e,j):-'1'-~-ll t=====t====t================================t====~=====~====⇒====~ . PLANNrNG DA TE 1--~~+c-c=-~l------------------t-;:;-;-;:;:----t-;;=~t-;;:-;-:;;:c-j~=• ~D;:W::;N~B~Y~: =;E;F/;:;J;:D==;~===:P::::R::::O=JE~C~T:==N::::O=. ===;-~D~R:=:A:=Wl:=N:=G~N~O. LANDSCAPE AR HITECT DATE Tel: (714) 680-0417 Fax: (714) 871-5197 Email: emdes-la@pacbell.n.et DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: C.$.L SOP 10.01 471-5L ENC.NEER OF WORK REVISION DESCR IPTION OTHERAPPROVAL CITY APPROVAL RVWDBY: WATER CONSERVATION FEATURES rHE PROPOSED IRRIGATION SHALL UTILlZE WATER CONSERVING TECHNIQUES INCLUDING BUT NOT LIMITED TO-UNDERGROUND DR_LP SYSTEMS, RAIN SKUT OFF 11EVICFS, LOW FLOW VALVES, AND SMART CONTROLLERS. THE SYSTEM SHALL ALSO CONFORM TO THE SEVEN l'RJNCJPLES OF "XERJSCAPE" (GOOD DESIGN, THOROUGH SOIL PREPARATION, CAREFUL PLANNED USE OF SHRUBS, ADAPTED, LOW WAfFR llEMANIJ PLANTS , EFFECTIVE AND ErFTCTENT WATERING METHODS, MULCHED FLOWER AND SHRUB BEDS, AND PROPER LANDSCAPE MAINTENANCE AND MANAGEMENT), SEE PLANS FOR THESE APPLICATIONS PARKING AREA TREES REQUIRED~ I TREE PE R 20 CARS DJSPLAYED PARKING DISPLA Y SPACES~ I 2 DISPLAY l'AKKJNG SPACES 12 I 20 ~ I TREES REQUIRED TREES PROVID ED-6 TREES REQUlRED~ I TREE PER 4 PARK_LNG STALLS TOTAL PAKKJNG SPACES~ 59 SPACES 59 I 4 ~ 15 TRE ES REQUIR ED TREES PROVIDED~ 16 TREES TOTAL TRFES REQUIRED ON SITE~ 2 I TREFS TOTAL TREES PROVIDED ON SITE-67 TREES (15 EXTSTING) MAINTENANCE NOTE PROPERTY OWNER IS RESPONSllll .E FOR MAINTENANCE OF ALL ON-SITE LANDSCAPE LANDSCAPE / PAVED AREA CALCULATIONS PAVEDAREA ~92.6895 sr LANDSCAPE AREA ~ 12,179.5 SF %, OF LANDSCAPE AREA~ 13.14% TOTAL SITE AREA-I I 9,724 SF IRRIGATION NOTE IRRIGATION SH ALL COMPLY WITH STATE ORDINANCE AB 1881 SOIL AND GRADING REQUIREMENTS A. To ensure the selection of appropriate plan ls suitable for the site, soil testing strnll be pt.'Tforn,ed prior to the installation of landscaping and reported in a soil management plan. The soil management plan shall include: I . a detennim1Lion uf soil texture, indicating the available water holding capacity; 2. a n apr,roximat:e suil in filtration rnte, either measured or derived from soil texture/ infiltration rate tables, indicating a range orinl·iltrntion rates where appropriate; J_ the measure of pH, total sol uble salts, and sodium; and 4. any recommended amendments to the soil. B. Grading on site shall he desi!c,'lle<l to minimize unnecessaiy soil compaction, erosion and water waste. Grading plans must satisfy the City ordinances relating to grading and be submilled as part of the Landsrnpc Documentation Package_ NOTE: Sui ls test shall be pcrfonncd prior to construction, see lc1ndscape specification sheets. Treat soil <L5 recommended hy soil test or as written by Landscape Specifications whichever is greater. I LEGEND VARIES SEE (i) SIDEWALK OR HARDSCAPE 2 (I) BOULDERS-SHALL BE 3'-4' IN DIAMETER. SIZE PER PLAN AND PLACED WITH 1/3 OF ROCK BELOW GRADE. G) 95% COMPACTED SUBGRADE. 24" MIN DEPTH ' i REFRENCE MAP 1 "=50'-0 11 \ ' \ ! i i j I I / I \ \ I \ \ \ I i \ ' \ ·0 \ i I I i \ \ \ i \ \ \ ' ' i \ ' \ I \ \ i ! VJ µl µj ~ b ' \ ,] \ EXISTING SI--IRUB AND GROUND COVER LEGEND SYMBOL BOT ANJCAL NAME AR CI IONTOPI-IOENTX CUNNINGHAMIANA COMMON NAME NOTES KING PALM ALL EXISTING LANDSCAPE ASPARACUS DEN SIFLORUS CHAMAEROPS HUMIUS rrcus PUMTLA HEME ROCALLIS HYBRIDS LANTANA SPP. PHJLODENDRON 'XANADU' PHOENJX ROEBELENU RHAPHIOLEPIS INDICA SPRENGER ASPARACiUS MEDITERRANEAN FAN PALM CREEPING FIG TO BE REMOVED, INDIVIDUAL PLANTS AR E NOT SH.OWN BUT LISTED II ERE EUCALYPTUS FICTFOLIA ECHJUM FASTUOSUM ACACIA REDOLENS BOUGA[NVllLEA SPP. PYGMY DATE PALM LANTANA DWARF PHJLODENDRON PYGMY DATE PALM INDIAN HAWTHORN RED FLOWERING GUM PRID E OF MADEIRA ACACIA BOUGA INVI LL.EA ALL EX ISTING LANDSCAPE TO BE REMOVED, INDIVIDUAL PLA NTS ARE NOT SHOWN HUI USTED HERE EXISTING SHRUBS OFF SITE ON REAR SLOPE BEHIND EXISTING WALL/ FENCE TO REMAIN PROTECT IN PLACE I>LAN'r LECi-END REGION J SYMBOL 0 ~ ~ * SYMBOL 0 ® 0 " • --- ~ □ , -, ' , - BOTANICAL NAME COMMON NAME SIZE QUA NTITY WATFRUSE LOPHOSTEMON CONFERTUS BRISBANE BOX 24" BOX 50 LOW SYAGRUS ROMANZOFFIA NUM QUEEN PALM EX ISTING 14 LOW (8 TREES TO REMAIN, 4 TREES TO BE RELOCATED. 2 QUEEN PALMS TO BE REMOVED SEE BELOW) SY /\GRUS ROMANZOFFlANUM QUEEN PALM SYAGRUS ROMANZOFFJANUM QUEEN PALM BOTANICAL NAME COMMON NAME AGAVE VILMORJNIANA OCTOPUS AGAVE PHORMIUM TENAX DWARF NEW 'ATROPURPPUREUM COMPACTUM' ZE ALAND FLAX C ISTUS x PURPUREUS ORCHJD ROCKROSE ANIGOZANTHOS HYBRJDS DWARF RED 'BUSH RANG ER' MUHLENB ERGTA RfGIDA PURPLE MUHL Y RELOCATED FROM EXJSTING 15' BTH 6 4 SIZE QUA NTITY 5 GAL 24 5 GAL .13 5 GAL 47 I GAL 542 I CiAL 594 LOW LOW WATER LISE LOW LOW LOW LO W LOW MUHLENBERGIA RIGID.A PlJ RPLE MUHLY I GAL 813 LOW *PLANTS IN BJOSWALE SHALL BE 12" OC OR FULLY KNITTED IN AND PROVIDE COMPLETE COVERAGE OF TH E SWALE IN ORDER TO PROVIDE A WORKING FILTER PRIOK TO BUILDING OCCUPANCY PERMITS. CONVOLVULUSCNEORUM BUSH MORNING I GAL 110 LOW GLORY ECHEVERJA AGAVOIDES ECHEVERJA NOT E: DO NOT INSTALL MULCH AROUNDTHJS PLANT SENECIO MANDRALISCAE MYOPOR UM PARVTFOUUM M_ARATHON ll BLUE CHA LK STI CKS MYOPORUM SODDED TURF 6" POTS @ I0"OC LOW FLATS @ 12"OC LOW FLATS @ 12"OC LOW SOD HJG!-1 SQ. ";_;!':;if.ii I~.\\ 1-~\ .l.~i~ .... i.f.~ .. lt.J ... .LIJ;,,:;,t\ ~ . -....'7:---:~ , - PRO~DE 1.6~ VEG£TATID SWALf perv1ous \ paving---- \ surface i \ REL PROVIDE 1.6X VEGETATED SWALE .ATED Or CMU N.A.U .. Yf::):'•.·~. T '1/s 1~::,,. ,-;, "' c.l . '"'·' , .. , t.J PLANTIN(JS LOCATED IN -SWALES SHALL BE FUL LY KNITT~IN AND PROVIDE I POLE: MOL, 'TED TO Sl Y fAU~ r_y·· C WAI i (TYP .) COMPLETE COVERAGE OF H.E SWALE AREA I.N ORDER TO PROVfDE A WORKING I FIL rER PRIOR ro BUIW ING OCCUPANCY PERMITS BEIN li Sk,JNED \ \ , I enhanced concrete , see Architect's Plan \ _ , ,l'---'rf------NO TREES L<J.fATEDIN THIS AREA ou\,:o BIO SWALE i ', <c ~ ,;-:--,;,-~ I ;R\ 1g~:i1t. Eg;~~Ev~f.I~. t1;f~~~J~[~. I r\\ I l (TYP) ~EE ENG INE~RS PLt NS SIERVIC/c PAR p NG C:P) ' I \ I l'[GETAlED I \ I I I \ SWALE +--~ I \ I /77'// 1 -7.~-/L,_ ' '_,,-//~ ;/-o-':;:(c;, ~ ! ~ ~ 0~J:"' I 70: 7)-'' I ij 4 / o,, ia \ ~ 9-~ ffi ' ~ \ z \ < ...-----\ 0 \-------~ \ t; \ ,-0 \ \,. _;:i \ "Y u \ ---1:~, \ Or' \ .-::i \ \ \ ...--t I \ /;;;) \, ....-----~ -)"\ -< 12" CQNCRETE , -~, CURB l ·:,----\\ ! _-; ' _.--,EOBBLESTONE ROCK AT UR B O/'EN)NGS TO c EGITT1\\HVE SWALE (TYP) \. --\ ' E ENG INE ERS PLANS \ \ \ .\ ' waterproof uptight-refer to elec_ dwgs (typ. of 2) ALL LANDSCAPE AREAS SHALL IIA VE POSITIVE SURF ACE DRAINAGE (2% GRADE IN PLANTING AR EAS)AWAY FROM STR UCTURES AND TERMINATING IN AN APPROV ED DRAINAGE SYST EM. PORTABLE METAL RAMPS WILL BE USED TO PLACE DISPLAY CAR 6" CONCRETE CURB :30LJAR D · ··\T'YP ) =---cARTJ PAR J JNG (2) SERVIC E PARKING (1) (67}__ ll===t ~, ,,...._"--- SOIL MIX NOTE AT VEGETATIVE SWALE [i ! 0----<JI ! ! . \ ' I I LANDSCAPE BOULDER-(30"-48") CALIFORNIA CJOLD BY SOUTHWEST BOULDER & STONE-SEE DETA IL THIS SHEET PLAN'rlNG NO'I'ES • Approximate plant quantities are provided m lhe legend !Or convenience only. The contractor is responsible to provit.ie the correct quanlily of plant material regardless of the quantities indicated in the legend. • Provide weed co ntrol per Specifications. • Ameml soil as recommended by Wallace Laborntorics: General soil preparation frir turf, ground cover and shmb areas. Broadcast the following materials unifonnly. The rnt.es arc pl-• 1,000 squme l:Cet. lncorporate them homogerieously 6 inches deep. 5 pounds Ammornum sulfate (21-0-0) 8 pounds Potassium sulfate (0-0-50) 15 pounds Agriculture gypsum -good quality soil amendment-several cubic yanfs depending on the material For the preparation of backfill mix for contamer plants and boxed trees, homogeneously blend the following materials into excavalcd soil. Rates are expressed per cubic yard: I /4 pounds Ammonium sulfate (2 1-0-0) 1 /3 pounds Potassium sulfate (0-0-50) I pounds Agriculture gypsum -good quality soil amendment-about 15% by vohnne depending on the material. SEE ALSO SOIL AND GRADING REQUJREMENTS NOTES • ALL PLANTING AREAS Sr!ALL BE MAINTAINED IN A HEALTHY AND THRIVIN G CONDITION. PROVIDE SOIL MIX DEPTH MIN I 8" PROVIDE SOJL PERCOLATION RATE OF 5" PER HOUR ALL LANDSCAPE FA LLS INTO ZONE J AS DESCRIB ED IN THE CARLSBAD LANDSCAPE MANUAL • Install linear root barri1;..-rs on all trees within five feet of curbs, sidewalks, walls, footings, paving or any hardscape. • Double-stake all trees. or guy (multi-rnmked trees) per details. • Provide 3" minimum layer of"Gmilla Hair" or "forest Floor" medium grind or spproved e.qual shredded organic mulch in all shrnb and ground cover areas (3'' layer shredded mulch at base of all trees}. Plants which do not tolerate mulch shall be excluded from this requirement. Use fine grind mulch in all seasonal color areas. • Any compacted soils in planting areas shall be returned to a ''friable" condition prior to the installation of plant materials. Friable condition is defined as an easily crumbled or loosely compacted condition whereby the root structure of newly planted material will be allowed to spread unimpeded. • Pmvide mamtenance of the landscapmg and imgation system fi:Jr a minimum 90 day period from final approval of the insral1ation. • Jlrovide a 2' min. diameter x 6" thick layer of mulch around the tnm.ks of all trees planted in turf • Install Strnw Mat on all 2: I or sleeper slop es • ALL TREES, SHRUBS, GROUND COVERS. AND OTHER PLANT MATERIA L WHICH HAV E BE EN PLANTED AND WHICH DUE TO ACCIDENT, DAMAGE, DISEASE, OR OTHER CAUSE, FAIL TO SHOW A HEAL THY GROWTH, SHALL BE REPLACED. REPLACEMENI PLAN! S SHALL CONFORM TO ALL STANDARDS THAT GOVERN Tl-I E ORIGINAL PLANTING INSTALLATION. ' \ \ \ PRO.I ECTS THAT REQUIRED APPROVED LANDSCAPE PLANS MUST MAINTAIN THE LANDSCAPE IN A MANNER IN SUBSTANTIAL CONFORMANCE WITH TH E APPROV ED LANDSCAPE PLAN. ANY CHANGES TO THE APPROVED LANDSCAPES AFTER INSTALLATION MUST BE APPROV FD llY TH E CITY IN ADVANCE. \ 0 20 40 6 0 80 N 6" CO NCRETE CURB n_n_J SCALE: 1 "=20'-0" I I I fl) DATE: 20 JUNE 2011 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS, "AS BUILT" TITLE _________ _ REVIEWED BY : INSPECTOR DATE DATE \ • ALL PLANTIN<J AREA S SHALL BE MAINTAINED IN A RELATIVELY WEED FREE CONDITION AND CLEAi{ OF lJNDERCiROWTJ-1 WIIICH MAY CAUSE UNDUE F[RE HAZARDS. PLANTJNG S MUST BE FERTILIZED AND WATERED AT SUCH INTERVALS AS ARE NECESSARY TO PROMOTE OPTIMUM GROWTH. • TH E CONTRACTOR SHALL CONTA CT Tl-IE LANDSCAPE ARCHJTECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT TH E LANDSCAPE ARCKTTECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REV[SE PLANS AC:CORDlNGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW f----+----+--------------+----t------1c----t----1 I SH~ET 1~c_I_T_X_A_J2_IN_~_D_~_P!:_R_~_~_s_TB_A_D~~ • For Site Maintenance, apply 12-12-12 at 8 pounds per 1,000 square feet about once per quaner. ff only nitrogen is needed apply ureafunnaldehyde (38-0-0) at 8 pounds per 1,000 square feet. Monitor the site with periodic soil testing. ~o E O s O I <=<=i o _N CahJ.Orn-ia License #3098 305 N. Harbor Blvd, Suite 222 Fullerton, C ahf"ornia 92832 DATE INITIAL Tel: (7 14) 680-0417 Fax: (714) 871-51 97 E n:iail: en-1.des-la(fY,pacbell.net ENGINEER OF WORK DATE INITIAL REVIS ION DESCRIPTION OTHER Al'PROVAL APPROVED PLANNING DWN BY: DATE INITIAL CHKD BY: CITY APPROVAL RVWD BY: JLR CARLSBAD 5454 PASEO DEL NORTE CARLSBAD, CA 92008 , f"-k-( c':r, ~i=it-1 .. ;, .. n DATE EFIJD PROJECT NO . DRAWING NO. C.S.L SDP 10--01 471-5L PLANTING NOTES • Approximate plant quantities are provided in the legend for convenler.1ce only. The contractor is responsible to provide the correct quantity of plant material regardless of the quantities indicated in the legend. • Provide weed control per Specifications. • /\mt;:Tld suil as Tecom.mended by Wallace Laboratories: Gencral soil prepamtion for turt: grnund cover and shrub areas. Broadcast the following materials uniformly. The rates are pe:r 1,000 square feet. [ncmporate them homogeneously 6 inches deep. 5 pounds Ammonium sulfate (21-0-0) 8 pounds Potassium sulfate (0-0-50) 15 pounds Agricultu.re gypsum -good quality soil amendment-several cubic yards depending on the material For the preparation of backfill mix for confainer plants and boxed ~es, hurnog1:neously blend the following materials into excavated soil. Rates are expressed per cubic yard: l/4 pounds Annnoniurn sulfate (21-0-0) 1/3 pounds Potassium sulfate (0-0-50) I pounds Agriculture gypsum -good qua1ity soil amendment-about 15% by volume depending on the material. SEE ALSO SOlL AND GRAD LNG REQUIREMENTS NOTES e ALL PLANTfNG AREAS SHALL BE MAINTAINED IN A HEALTHY AND THRIVING CONDITION. e ALL PLANTING AREAS SHALL BE MATNTAINED IN A RELATIV ELY WEED FREE CONDITION AND CLEAR OF UNDERGROWTH WHICH MAY CAUSE UNDUE FIRE HAZARDS. PLANTLNG S MUST BE FERTJLIZED AND WATERED AT SUCH [NTERVALS AS ARE NECESSARY TO PROMOTEOPTLMUM GROWTH. • For Site Maintenance, apply 12-12-12 at 8 pounds per 1,000 square feet about once per quarter. If only nitrogen is needed apply ITTeafonnal<lehy<le (38-0-0) at 8 pounds per l,000 square foet. Monitor the site with periodil: soil testing. PROJECTS THAT REQUIRED APPROVED LANDSCAPE PLANS MUST MAINTAIN THE LANDSCAPE [NA MANNER IN SUBSTANTIAL CONFORMANCE WlTH THE APPROVED LANDSCAPE PLAN. ANY CHANGES TO THE APPROVED LANDSCAPES AFTER INSTALLATION SOIL MIX NOTE AT VEGETATIVE SWALE PROVIDE SOIL MIX DEPlll M[N 18" PROVLDE SOIL PERCOLATLON RATE Of 5" PER HOUR SOIL AND GRADING REQUIREMENTS A. To ensure the selection of appropriate plants suitable for the site, soil testing shall be pcrfonned prior tu the installation oflandscaping and reported in a soil management plan. The soil management plan shall -include: 1. a determination of soil texture, indicating the available water holding capacity; 2. an approximate soil infiltrnt-iun rate, either measured or derived from soil texture/ infiltration rate tables, indicating a range of infiltration rntes where appropriate; 3. the measure of pl-I, total soluble salts, and sodium; and 4 . any recommended amendments to the soil. B. Grading on site shall be designed to minimize unnecessary soil compaction, erosion and water waste. Grnding plans must satisfy the City ordinances relating to grading and be submitted as part of the Landscape Oocumcnt.ation Package. NOTE: Suih test shall be perfonned prior to construction, sec landscape specification sheets. Treat soil as recommended by soil test or as written by Landscape Specifications whichever is greater. ~ .... ·*': \ \ ';• .... ~ ~:3; , '{!- ' \ \-o l I \ I I I I I I )i' I I ( ., ··--·,.·. / / I I ~'.. I I I 1 "=50'-0" ;,,;· I ALL LANDSCAPE FALLS INTO ZONE 3 AS DESCRIBED LN THE CARLSBAD LANDSCAPE MANUAL • lnstall linear root barriers on all trees within five feet of curbs, sidewalks, walls, footings, paving or any hardscape. e Double-stake all trees, or guy (multi-trunked trees) per details. • Provide 3" minimum layer of"Gorilla Hair" or "Forest Floor" medium grind or approved equal shredded organic mulch in all shrub and ground cover areas (3" layer shredded mulch at base of all trees). Plants which do not tolerate mulch shall be excluded from this requirement. Use fine grind mulch in all seasonal color areas. • Any compacted soils i.n planting areas shall be returned to a "friable" condition prior to the installation of plant materials. friable condition is defined as an easily crumbled or loosely compacted condition whereby the root strw ... 1ure of newly planted material will be allowed to spread unimpeded. • Provide maintenance of the landscaping and irrigation system for a minimum 90 day period from ftnal approval of the installation. • Provide a 2' min. diameter x 6" thick layer of mulch around the trunks of all tree~ planted in turf. • Install Straw Mat on all 2: I or steeper slopes e ALL TREES, SflRUBS, GROUND COVERS, AND OTHER PLANT MATERJAL WHJCH HA VE BEEN PLANTED AND WHICH DU E TO ACCIDENT, DAMAGE, DISEASE, OR OTHER CAUSE, FAIL TO SHOW A HEALTHY GROWTH, SHALL BE REPLACED. REPLACEMENT PLANTS SHALL CONFORM TO ALL STANDARDS THAT GOVERN THE ORIGINAL PLANTING lNSTALLATLON. e THE CONTRACTOR SHALL CONTACT TI-IE LANDSCAPE ARCHITECT PRIOR TO BEGlNNLNG LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHLTECT CAN REV LEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW WATER CONSERVATION FEATURES T HE PROPOSED IRRIGATION SHALL UTLLIZE WATER CONSERVING TECHNIQUE BUT NOT LIMITED TO-UNDERGROUND DRlP SYSTEMS, RAlN SHUT OFF DEVICI VALVES, AND SMART CONTROLLERS. THE SYSTEM SHALL ALSO CONFORM TC PRINCIPLES OF "XERISCAPE" (GOOD DESIGN, THOROUGH SOIL PREPARATION, PLANNED USE OF SHRUBS, ADAPTED, LOW WATER DEMAND PLANTS, EFFECT! EF FICIENT WATERJNG METHODS, MULCHED FLOWER AND SHRUB BEDS, AND LANDSCAPE MAINTENANCE AND MANAGEMENT), SEE PLANS FOR THESE APPi PARKING AREA TREES REQUIRED~ I TREE PER 20 CARS DISPLA YEO PARKING DISPLAY SPACES~ 12 DISPLAY PARKING SPACES 12 / 20 ~ I TREES RE QUIRED TREES PROVIDED= 6 TREES REQUIRED~ I TREE PER 4 PARKING STALLS TOTAL PARKING SPACES~ 59 SPACES 59 I 4 ~ 15 TREES REQUIRED TREESPROVIDED=16TREES TOTAL TREES REQUCRED ON SITE~ 21 TREES TOTAL TREES PROVIDED ON SITE~ 67 TR EES (15 EXlSTfNG) MAINTENANCE NOTE PROPERTY OWNER IS RESPONSIBLE FOR MAINTENANCE Of ALL ON-SITE LANDSCAPE LANDSCAPE/ PAVED AREA CALCULATIONS PAVED AREA~ 92,689.5 SF LANDSCAPE AREA~ 12,179.5 SF % OF LANDSCAPE AREA~ 13 .14% TOTAL SITE AREA~ 119,724 SF IRRIGATION NOTE lRRJGATlON SHALL COMPLY WITH STATE ORDfNANCE AB 1881 ! ! 1 ·-1: I \ \ I \ \,_ I I I \ \ 11 \ , Ii ' '··} ' . ' l \ \, \ \ \ \ \ I ' ' \ \ ' ' \ \ \ \ \ \ ' ' \ ' ' \ \ \ ' \ \ \ \ I I ' If \ ' \ \ \ \ I \ ) i r l I 1 : I r i I I J I I ' I \ I \ / I ' I I' -·· EXISTING SHRUB AND GROUND COVER L .EG.EN.D SYMBOL BOTANICAL NAME ARCHONTOPHOENIX CUNNINGHAMIANA COMMON NAME NOTES KING PALM ALL EXISTLNG LANDSCAPE ASPARACiUS DENSIFLORLJS C HAMAEROPS HUMILlS F[CUS PUM[LA SPRENGER ASPARAGUS MEDITERRANEAN FAN PALM C REEPING FIG TO BE REMOVED, fNDIVlDUAL PLANTS ARE NOT SHOWN BUT LISTED HERE HEM EROCALLIS HYBRIDS LANTANA SPP. PHILODENDRON 'XANADU' PHOENIX ROEBELENll RHAPHIOLEPIS INDICA EUCALYPTUS F IClFOLIA ECHIUM FASTUOSUM ACACIA REDOLENS BOUGAfNVl:L LEA SPP. PYGMY DA TE PALM LANTANA DWARF PHILODEN DRON PYGMY DATE PALM INDIAN HAWTHORN RED FLOWERJNG GUM PRIDE OF MADEIRA ACACIA BOUCiAINVlLLEA ALL EXISTING LANDSCAPE TO BE REMOVED, lNDIVIDUAL PLANTS AR.E NOT SHOWN BUI LISTED HERE EXISTING SHRUBS OFF SLTE ON REAR SLOPE BEHIND EXISTING WALL/ FENCE TO REMAIN PROTECT LN PLACE PLANT LEGEND REGlON 3 SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY WATER USE SYMBOL 0 ® 0 LOPHOSTEMON CONFERTUS BRISBANE BOX 24" BOX 50 LOW SYAGRUS ROMANZOFFlANUM QUEEN PAL M EXISTING 14 LOW (8 TREES TO REMAIN, 4 TREES TO BE RELOCATED, 2 QUEEN PALMS TO BE REMOVED SEE BELOW) SY AGRUS ROMANZOFFIANUM SY AGRUS ROMANZOFFIANUM BOTANICAL NAME AGAVE VTLMORINIANA PHORMLUM TENAX 'ATROPURPPUREUM COMPACTUM' CTSTUS , PURPUREUS QUEEN PALM QUEEN PALM COMMON NAME OCTOPUS AGAVE DWARF NEW ZEALAND FLAX ORCHID ROCKROSE RELOCATED 6 LOW FROM EXISTfNG 15' BTH 4 LOW SIZE QUANTLTY WATER USE 5 GAL 24 LOW 5GAL 53 LOW 5 GAL 47 LOW " ANlGOZANTHOS HYBRIDS DWARF RED I GAL 542 LOW 'BUSH RANGER' Ill MUHLENBERGlA RIG[DA PURPLE MUHLY I GAL 594 LOW • MUHLENBERGIA RlGlDA PURPLE MUHLY I GAL 813 LOW *PLANTS IN BLOSWALE SHALL BE 12" OC OR FULLY KNITTED IN AND PROVLDE COMPLETE COVERAGE OF TH E SWALE IN ORDER TO PROVIDE A WORKLNG FILTER PRJOR TO BUlLDLNG <XCUPANCY PERMITS. CONVOLVlJLIJS CNEORUM BUSH MORNING I GAL 110 LOW GLORY ECHEVERIA AGAVOIDES ECHEVERIA NOTE: DO NOT INSTALL MULCH AROUND THIS PLANT SENECTO MANDRALISCAE MYOPORUM PARVIFOLIUM MARATHON II BLUE CHALK STICKS MYOPORUM SODDED TURF 6" POTS @ I0"OC: LOW FLATS @ 12" OC: LOW FLATS @ 12" OC LOW SOD HIGH 16) LANDSCAPE BOULDER-(30"-48") CALIFORNIA GOLD BY SOUTHWEST BOULDER & STONE-SEE DETAIL THIS SHEET VARIES SEE PLAN 2 • f6' I I 1 '/EG[TAlrn SWAlI ' ' '--PROVIDE "1.9% VEGETATI:D S' \LE <.;;:. i:!c-'i \ \ I \ I I I ' \ \ ' '" 3 I ! \ \ ' / or C:MU WA.l.l. ,,,..-.... ~~-..1. COBBLESTONE ROCK A CURB OPENINGS TO VEGETATI E SWALE (TYP) SEE ENGINEERS PLA S TE w ~ a, w (.) > (Y w (/) • \ I \ C NC. \ 0 V GUTTER w r!'. w > 0 u • • I LADDER./ TO ROOy I I I I "' r j I I I I AC PAVEMENT YARD LIGHT ON Y0 __ ----:,C:..--#Pofi,L1E7Mtiio5tcf!; Nfr'TDEu:i-· -.:;,;;, ;.,,c.-ii CAR IN v EN TORY ( FACE OF CMJ WALL I l VARIABLE HEJGHT \ i \ \ OF WALL \ , \ I , I I CL FENCE AP ~ r_/ ~-APPROXIMATE 1.OCAT , OF WALL COVERED W!TH 66').,___ FOLIAGE '-,, CL FENCE AP 1 LEGEND 3 CD SIDEWALKORHARDSCAPE (p BOULDERS-SHALL BE 3'-4' IN DIAMETER. SIZE PER PLAN AND PLACED WITH 1/3 OF ROCK BELOW GRADE. G) 95% COMPACTED SUBGRADE. 24" MIN DEPTH I::>o E o S o I oC:i-o:N° Ca.l-ifor.n.ia License #3098 305 N ·. Harbor Blvd, Suite 222 Fullerton.~ California 92832 . Tel: (714) 680-0417 Fax: (714) 871.-5197 E1nail: emdes-la@ pacbell.net ST DA TE INITIAL EN~NEER OF WORK ~, ONE-STORY CONCRETE BLOCK BUILDING 0 20 40 60 80 N ILJLJ SCALE: 1"=20'-0" ~I _.-I __________,I (/) DATE: 20 JUNE 2011 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS . "AS BUILT" TITLE _________ _ REVIEWED BY: fNSPECTOR JLR CARLSBAD 5454 PASEO DEL NORTE CARLSBAD, CA 92008 APPROVED DATE INITIAL DATE INITIAL REVISION DESCR IPTION OTHER APPROVAL CITY APPROVAL PLANNING DWN BY: CHKD BY: RVWDBY: EF/JD C,S,L PROJECT NO. SDP 10-01 DATE DATE --f-'?· I) DATE DRAW1NG NO. 471-51.. CONTROL WIRI,. SLEEVE REQU1RED UNDER PAVEMENT ONLY (SEE IRRIGATION PLANS) NOTE: FJN1SH GRADE LATERAL LINE :::::::~·:::::-· • ' • • + • ·••-•·· . . .. : ~~~ . . ' . . . ... ....... . ' ..... . . . . . . . 1. All plastic piping to be snaked in trenches. 2. Bundle & tape wiring at 10' intervals NATIVE BACKFILL 2" MINUS TWO LAYERS OF WARNJNGTAPE RUNN'ING CONlDIUOUS ALONG THEROUTBOF MAINLINE. ONE IMMEDIATELY ON mp AND ONE 12' ABOVE CON1ROL WIRE 2" Min. CLEAN BACKFIIL 3. Tie a loose 20" loop in wiring at change of direction grea1er than 30"'. Untie all loops after all co11ncctions have been made. 4. See irrigation specifications for backfill and compaction requirements. 5. Provide 2 laycrs of Warning Tape running continuous along the route of the mainline. ~ *Sleeves under roads shall have 36" of cover. ~TRENCHING 10" ROUND VAL VE BOX "Q.C."BRANDEDONLID ~ (W/ Purple Cap & Non Potable Stamp if Installed on Reclaimed Water Main) PURPLE RECLAIMED WATERCAP PVC MAINLINE PVC SCHEDULE 40 ELL FINISH GRADE QUICK COUPLER VALVE (Install 2" above grade in shrub area) ONE (ll CUBIC FEET 3/4" CRUSHED ROCK PVC SCHEDULE 80 RISER 2" PVC STREET ELL PVC SCHEDULE 80 NIPPLE PVC TEE ® Note: Install 6" from nearest adjacent paved area Note: Quick Coupler Valves shall be of a type approved for Recycled Water use QUICK COUPLING VAL VE CURB, WA..LK,OR FOUNDATION g SCIIEDULE 80 NJPPLE :;, BETWEEN ELLS PURPLE RECLAIMED WA'l'ER IDCAP ~ SCHEDULE 40 SWING ELL ;., ~'"1----roP-UP HOUSING - P.V.C. SCHf.DULE 80 RJSHR P.V.C. SCHEDULE 80NlPPLE TEE LATERALLJNE ® POP-UP BUBBLER \_PLUG MARLEXELL ,--,---MElOt aox w;m METER 7,_ .. APPRCX. Eli" HJ" MlN.lMUM' WAlfft IRruG},TIOH lilA!MYllE IMlH SLE.E".< r..t:Gt..Alr.-11:.0 'Hilo.TE~ IRf:IOATIOrt M"1HUNE. Yl\'ltl SUI'.f' NCHE: \/ERTICAI. CU'..IRANCI: OF 11" WNIMUM IS M,\NOATilRY """' Gl!OS""3 'W' f# A POT:'1.8'.E WA.Tat Ul'L IMSTALU.TICN OF f'lfCI.AIMEO WATE!C JRRIC.'. MA1.'fl.lN!: z4• rnoi-, FAC£. 0, SIOEWAU( YIU YR0\1Di n-te' NECt""SSAA.Y i HOR!ZO~T/11.. Cl..!ARANCE fROM TIIE: POTA81J! J.IANUHE IN TI-iE srRE:Et 0 POTABLE MAINLINE CROSSING 12" ltHt.llJM CLEAN BACKFILL SA11JRATE AND COMPACT TO 90% -~-.'----~~-. :;;.::------HARDSCAPING 'I<---~ • . 2" Min. NOTE: NATIVE BACKFILL (2" MINUS) NON PRESSURE LAIERAL LJNE W/SLEEVE PRESSCRE SUPPLY LINE W/ SLEEVE CONTROL W1RE SLEEVE SAND BACKFILL Sleeves under roads: 6" or less in diameter-36" cover Greater than 6" in diameter-48" cover Schedule 80 PVC Sleeves under paving (non-roads) Less than J'f in diameter-18" cover 3"-S-1/21' in diameter-241' cover 611 or greater in diameter-36" cover Schedule 40 PVC B SLEEVING DETAIL NOTE: RECLAIMED WATER WARNING TAG Install valve box so that the top of cover is 211 above finish grade in PLASTIC VAL VE BOX WITH { LOCKING LID BRANDED "G.V." (W/ Pwpk Cap & Non Potable Stamp if Ins Lalled on Reclaimed Water Main) groundcover area, l" in turf area. ~-::t=-=~:::::2,'" GATE VALVE P.V.C. MAIN LINE TWO CUBIC FOOT OF @~:;:;:LYE P.V.C. MALE ADAPTER (two as required) FJNISH GRADE VAL VE BOX -----11 SEE SPl'CS. · SEE SPECS LINE FLUSHING ---:-i~~~=~,~--\~_.: _ _Lri VALVETLSOV BRICK SUPPORTS (THREE) 3/4" ORA VEL SUMP.--...- (1 CUBIC roon "Q'<Kt'd-<9 R'f ;q'JS~~:ms ~ MANUAL LINE FLUSHING VALVE ~ TLSOV PLUMBED TO TUBING SIBEET SIJ.RfACE B1~}i,,_ .,, m~ MINIM\Jt.l Rf.QI.J~ 3.s· ·--"\11:.ROCAL 5£PARAT!Ofll ----.,_ 12" ~ RECLAIMED RA.1£R ~ MAINU~lE IM St.EEVE H-om M.;lctAIMEO WATE:R lRPJGATIOW Pl~ SLEt\-£S ~1-t , Bl PU,~~ AND LASa.£0 AS ClHED lN TI·lE ST~D Sf' CAll~ f-'.00 PRI\IATE IRRIGATION 1:li S WAJCR Dl'S,C RUU:S ANO """i:.'.A11<lNS 0 cQr!STRUC'OON REClAIMED 'HA'-lt:R NNS OCTO~ 1S9j. 'fechline CV 17mm TUBJNG LINH SIZE "Y" STRAINER (with 100 mesh min. monel screen) FINISH GR.ADE MAINLJNE FROM METER PVC MAIN LJNE TO SYSTEM 18" MIN. DEPTH BRASS UNION © BACKFLOW PREVENTER DEVICE RECLAIMED WATER WAfUIDIGTAG PLASTIC VALVE BOX W1TH WCKJNG COVER. BRANDED "R.C.V." AND STATION NUMBER ON COVER ONE CUBIC FOOT PEAGRAVEL (Scrubber Valve shall be provided with reclaimed water warning lag) "S:-IAP-l'JTE" ELECTRJCAL CONNECTOR ® ELECTRIC REMOTE CONTROL VALVE □ REMOTE CONTROL VALVE W1TH DISC FILTER AND PRY ' ' PVC OR POLY SUPPLY HEADER '-. Tcchline START CONNECTION MALE ADAPTER Techline® CV TUBING AREA PERIMETER ~ PVC OR POLY EXHAVST HEADER --' PERIMETER LATERALS I 2" TO 4" FROM EDGE I':'"') ~ MANUAL LINE FLUSHING VALVE PLUMBED TO PVC OR POLY \_ M.,,.,) Techline® CV END FEED LAYOUT ®--~ - J ~ i Q) ___ 1. ~ r ~7 ~LlIM ' ' ' ' ; ' ' ' ' 'fl ' ' --D[SCRIP no~ 2-" GQPPI;:~ • IXi?f't.R CN'ON • l" • 1" i::C;>f>ER :m;___ _____ r !,~LE • CllK'Ql ~L·APTm "r ~AIL '/AL~ Wl;t' H~ND _., Ti?E ~ C-:lJ"ER 'l' • 1 5• fl~ 1-'0SE FiTTliG t" BALL \'Af_,E 111TH r'~□L3CK_.!IJNG 'i'•i•,··c,cxcrg: ~ .-HDX BIS OR TEsr coCK - ' " ET SENSOR MOUNT PER PLAN NO MORE ----THAN 100 FT FROM ET MODULE. .----(WHIDI SPECIFLED L'I LEGEND) 2" Min.-+-f ,- ET (~ '.IODULE y--_J I_ ~~ov. AC.-__ ...,, .~ POWER V.1RE IN ;! CONDUIT. CON1ROLLER-SEE MANUF. MANUAL FOR MOUNTING NSTRUCTlONS 12" Min. CONDUIT ID CONTROL VALVE n,--, --+--LOCATIONS. USING# 14 CON1ROL WIRE r FJNISH GRADE ® WALL-MOUNT CONTROLLER WITH ET SENSOR All Proper Signage, as shown below, must be in place prior to issuance ofa Jumper or Meter for Your System. Failure to intall the required sign.age ptr \Vater District Standard1 \\-ill dday your meter set, or request for a jumper. Ha system i1 found to be operating on a jumper or meter without the proper sii:IUI be installed. you will be ginn 48 hours notice to install proper si~n before the W atcr Distrkt will lock off existing material that may wither and die as a result of a jumper or meter being locked off. RF..QlllllED RECYL1..EDWJ\Tl.ll INSTALL WITH 3/8" STAINLIESS SIGNAGE FOR DONOTnJU'.IJ{ STEEL BOLTS AT A MINIMUM RECYCLED WATER ® -OF TWO LOCATIONS-LENGTH USE AREAS: ALL AS REQUIRED. USE I" DIAMEl'ER USE AREAS WASHER TO PROTECT SIGN. ACCESSIBLE TO THE PUBLIC SHALL BE POSTED WITH SIGNS (MINIMUM 2 PER METER) THAT 1-1/4" GALVANIZEiDSTELL ARE VISJBLE TO U-CHANNFL, OR BOX POST THE PUBLIC IN A SlZE NO LESS THAN 4 INCHES HIGH BY 8 -INCHES WIDE. £ , 1w11 l1Jj1W 111-rn= -:ONCRETE -rrfillni' 4'~ .-7= 1-111~ ® RECYCLED WAT~R :ARNING SIGN PVC MAINL!Ml REMOTE CONTROL VALVE l"FPT 3/4" DISC FILTER 3/4" PRV 45 PSI HF DRlP LINE COUPLING DRIP TUBE LINE PVC DRIP LINE LATERAL CD DRIP LINE INSTALLATION ~DJ -REMOTE CONTROL VAL VE W1TH DISC FILTER AND PRY C0 ---Tet.:hline ST ART / CONNF.CTION ½\LE ADAPTER SUPPLY HF.ADER Techline® CV TUBING ISIA',D PERlMRTER @ -.., ~ Techline TEE r Techline ELL MANUAL LINE FLUSHING VALVE @/ PLUMBED TO Techline® CV ® Techline® CV ISLAND LAYOUT - PVC OR POLY LATFRAL LINE P /N LVCZ10075-HF CD 3.5 -17.6 GPM J LOW VOLUME CONTROL ZONE ASSEMBLY "",-_Lr;.--MA.'IUALLINEFLUSHINGVALVE PLUMBED TO PVC OR POLY AREA PERIMETER Tcchline START CONNECTION EXHAUST HEADER Tcchline TEE @ Techline® CV IRREGULAR AREAS: TRIANGULAR DATE: 20 JUNE 2011 "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. nn.E _________ _ REVIEWED BY: INSPECTOR DATE DATE @TYPICAL SERVICE LINE CROSSING :=-o ® BYPASS TEE-FOR RECYCLED WATER TESTING ______!Q_ ~~ .• t;.P AP/,>~ • l-----l---+-----------+---+-----if------t-----11 SHE7ET I CITY OF CARLSBAD ~5 PLANNING DEPARTMENT ~ ~='..':::=========::::'...'::====: r:>o _Eo S o £ oC3-o]':.f California License #3098 305 N. Harbor Dlvd, Suite 222 Fullerton. California 92832 Tel: (714) 680-0417 Fax: (714) 871-5197 En1.ail: e1ndes~la@pacbell.net JLR CARLSBAD 5454 PASEO DEL NORTE CARLSBAD, CA 92008 1----+--+-----------------t---t----t-----i----i IA __ PP_R_o_v_E_D~•-,,:,_--f_"J~~--4\-~----~---l ~ ..... x.l 4 -~U-oJL 1-s.-l\ PLANNING DA TE DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION DATE INlllAL DATE INlllAL OTI!ER APPROVAL Cl1Y APPROVAL DWN BY: EFIJD PROJECT NO. DRAWING NO. CHKD BY: C.S.L SOP 10-01 471-SL RVWDBY: -\ \J\ ' • \ _J Container Size 1 Gallon 2 Gallon 5 Gallon 7 Gallon 15 Gallon 18" Box 24" Box 30" Box 36" Box 42" Box 48" Box 54" Box 60" Box 72" Box A 12'" 18" 24" 26" 36" 4211 48" 54" 66" 78" 90" 102" 108" 120" H 7" 8" 12" 16" 18" 18" 22" 27" 32" 32" 36" 36" 42" 42" C 4" 4" 4" 6" 6" 6" 6" 12" 1211 12" 12" 12" 12" 12" D 48" 48" 48" 48" 48" 60" 60" 60" 72" 72" A, B, C and D refer to Details "B", 11C" and 110 11 be]ow. @ PLANTING PIT LEGEND u Cl ® 112" Diamete se (See col 2" x 4" x 36" Redwood Deadman -~-----Placed at a 45.0'i\ngle and Buried 4" Below Finished Grade See Detail "B" or "C" for typical planting specifications. MULTIPLE TRUNK GUYING -----Mounded basin shall be 1' above rooiball cmwn. ~---2• (Minimum) layer of Shredded :)litrogcnizcd Fir Shavings ~-Rootball crown shall be 2' above backfill settlement Backfill Mixed with Fertilizer (See Planting Specifications) i!.!.ea'----Rootball shall sit directly upon undisturbed soil pedestal '-----2 Pieces ofFilter Fabric -..._ ___ 12" diameter gravel sump shall be required for tree planting in heavy soils. (See Detail "A" for dimensions.) HEAVY SOIL PLANTING ------------Prevailing Wind Do not remove side -r------ growtb along trunk Cinch Tie Stake Tree Planting in Lawn Rootball crown shall be 1" above twf. Turf edges shall be 6' away from side of trunk. Through Stakes ~-Prune tree head out to reduce weight per direction of the Landscape Architect Mount per manufacturer's specifications. Tree tics shall -----prO\ide stability for trunk and prevent trunk and lower branches from rubbing on stakes. (Refer to detail at left.) Stakes shall be straight grained, lodge pole pine, treated with ----------copper naphthanate, free of knots, checks, splits, disfigurements and placed a minimum of 4" from rootball in plant pit. Plant Pit ~-(See Detail "B" or "C" for typical planting specifications.) ,. IEII 12" n1in. "::.l__---'ll;~m --, Tree Planting in Pavement Rootball crown shall be I" above fmished surface. @ TREE PLANTING 5'-0" J MAX TYP. VERTICAL RIBS REQUIRED @8" O.C. MAX. THE ROOT BARRIER MUST BE INSTALLED WITH ROOT GUIDING RIBS FACING TOWARD THE ROOTBALL. MIN: OR GRAVEL BACKFILL 1- ROOTBARRIER NEWOR EXISTING TREE -ROOTBALL I PREPAREDSOILMIX BACKFILL MATERAIL HARDSCAPE LINEAR ROOT BARRIERS SHALL BE INSTALLED ON ALL TREES WITHIN FIVE FEET OF CURBS, SIDEWALKS, WALLS, FOOTINGS, PA YING OR ANY HARDSCAPE. 4"T06" WHERE CONDITIONS PERMIT PLACE LINEAR ROOT BARRIER 4" TO 6" AWAY FROM ANY HARDSCAPE. LINEAR POLYETHYLENE ROOT BARRIER -24" TALL FOR 15 GAL & 24" BOX. -36" TALL FOR 36" BOX OR LARGER ® LINEAR ROOT BARRIER PLANTING Finish Grade (l" below Top ofCw·b for Turf and 6" 2" below Top of Curb for Planting Area) Planting Area # 4 Rebar Continuous -------compacted Sub-grade Brick Header No Scale (D 6" CONCRETE MOWSTRIP 2 1/2" NTS HOVEL-CUT HEADER © HEART LEAF BOTTOM OF l ST VIABLE PETIOLE 4" PERFORAT SCHEDULE VC DRAIN PIP. WITH FILT FABRIC SOCK TII GREEN E ASTJC DRAIN TE CAP ON TOP > > >)':: ~'-" O'mlfX 2411 MIN FAN PALM 1" MIN. LA YER OF SHREDDED NITROGENIZED FIR SHAVINGS MOUNDED BASIN SHALL BE 12" ABOVE ROOTBALL CROWN CONTAINER SIZE A B C 1 GALLON 12" 7" 4" 5 GALLON 2411 12" 4" 15 GALLON 3611 1811 6" ROOTBALL CROWN SHALL BE 2" ABOVE BACKFILL SETTLEMENT BACKFILL MIXED WITH FERTILIZER (SEE PLANTING SPECIFICATIONS) ROOTBALL SHALL SIT DIRECTLY UPON UNDISTURBED SOIL PEDESTAL Xllli,l'l"RUNK CLEANLY U ESS OTHERWISE OTED. TRIM AERIAL ROOTS (IF ANY) TO SYMMETRICAL SHAPE D UP TO FINISH GRADE ULCH OR TOPSOIL IN IS AREA) FINISH GRADE TWO POP UP BUBBLERS- SEE IRRIGATION PLAN 30" MIN \VASHED RIVER SAND * , '--~SLOPE BOTTOM OF PIT 1//, %, TOW ARDS SUMP 2% MIN ROOTBALL ¾"GRAVEL rSEE PLA,'I FOR SPACING 1 ROOTBALL CROWN SHALL BE 2" ABOVE BASE OF HEART LEAF BOTTOM OF 1ST VIABLE PETIOLE 4" PERFORATED-'"'-' SCHEDULE 40 PVC , DRAIN PIPE WITH > FILTER FABRIC SOCK AND PVC CAP-> FOR EVACUATION >)'.:/-;,'l'WX OF STANDING 24" WATER. MIN @ FEATHERPALM BACKFILL MIXED WITH FERTILIZER (SEE PLANTING SPECIFICATIONS) BACKFILL SETTLEMENT ROOIBALL SHALL SIT DIRECTLY UPON UNDISTURBED SOIL PEDESTAL SKIN TRUNK CLEANLY UNLESS OTHERWISE NOTED. TRIM AERIAL ROOTS (IF ANY) TO SYMMETRICAL SHAPE SAND UP TO FINISH GRADE (KO MULCH OR TOPSOIL IN THIS AREA) 4"BERM FINISH GRADE ?'7----TWO POP UP BUBBLERS- SEE IRRIGATION PLAN 30" MIN WASHED RIVER SAND '----SLOPE BOTTOM OF PIT / TOW ARDS SUMP 2% MIN ROOTBALL ¾"GRAVEL ALL SHRUB SPACING SHALL BE TRIANGULAR OR AS SPECIFIED ON PLANS * TRIANGULAR SPACING SHALL BE APPLIED TO ALL GROUND COVER PLANTING (TYP) TYPICAL SHRUB PLANTING APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE: 20 JUNE 2011 "AS BUILT" TITLE _______ _ REVIEWED BY: lNSPECTOR JLR CARLSBAD 5454 PASEO DEL NORTE CARLSBAD, CA 92008 APPROVED DATE DATE 1 _,;: I\ _I=,o Eo So I cC"J o~ California. License #3098 ~PL~AlrNN§?:IN::G~iicif=~~Sfc~~==ifoi~D~A~T~E~~ 30S N. Harbor Blvd, Suite 222 e-~=-ie-~-+----------------+--::-c-::::--l-=c:-:-:-+-=-:-=--+=::-:--1 I DWN B : E J PROJECT NO. ORAWING NO. Fullerton, California 92832 DATE 1Nl11AL DATE INlllAL DATE INITIAL CSL Tel: (714) 680-0417 Fax: (714) 871-5197 CHKD BY: . . SOP 10-01 471-SL Email: emdes-ra@pacbell.net ENGINEER OF WORK REVISION DESCRIPTION QTIJERArPROVAL CITY APPROVAL RVWDBY: .s: ...J -I IRRIGATION SYSTEM SPECIFICATIONS Note: The general and specific conditions of these specifications are an integral part of the landscape construction documents and must be complied with. 1. GENERAL A. SCOPE OF WORK Provide all labor, materials, equipment, and services necessary to furnish and install Irrigation System as shown on the drawings and described herein. B. QUALITY ASSURANCE AND REQUIREMENTS 1. Permits and Fees The Contractor shall obtain and pay for any and all permits and all inspections as required. 2. Manufacturer's Directions Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturers of 1naterials and articles used in this contract furnish directions covering points not shown in the dra\vings and specifications. 3. Ordinances and Regulations All local, municipal and state laws, and rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these specifications and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict with any of the above rules and regulations of the same. However, when these specifications and drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the conditions of these specifications and da\vings shall take precedence. 4. Explanation of Drawings Contractor is responsible for all otfsets, fittings, sleeves, fixtures, and appurtenant devices etc., \vhich may be required for proper operation and construction of the system. Contractor will carefully investigate the structural and finished conditions affecting all of the work and plan the \Vork accordingly, furnishing such fittings; etc., as may be required to 1neet such conditions. Drawings are generally diagran1matic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between irrigation syste1ns, other utilities planting, and architectural features. The contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that unknown obstructions, grade differences or discrepancies in area dimensions exist that 1night not have been considered in engineering. Such obstructions or differences should be brought to the attention of the Owner's authorized representative. In the event this notification is not performed, the Contractor shall assume full responsibility for any revision necessary at no additional cost to the Owner. C. SUBMITT ALS I. Material List Furnish the articles, equipment, materials or processes specified by name in the drawings and specifications. No substitution will be allo\ved without prior written approval by the Architect. Substitute equipment or materials installed or furnished without prior approval of the architect may be rejected and the Contractor required to remove such materials from the and replace them with approved materials site at his own expense. Approval of any item, alternate or substitute indicates only that the product or products apparently meet the requirements of the drawings and specifications on the basis of the information or samples sub1ni tted. 2. Record Dra,vings a. As-built plans for all projects (bonded or non-bonded, public and privet) are required to be sub1nitted . Submittal of as-built plans shall be as required by the Engineering and Planning Departments. The final plans should be prepared by the Landscape Architect from the dimensions provided by the contractor. b. The Record Drawings/ As-Built plans shall be accurate, legible, and to a measurable scale, i.e.; l" 20', l/8" =1'-0" or other standard scale. These drawings are to be prepared on 1nylar or other reproductive material c. On the Record Dra,vings/ As-Builts the contractor shall dimension from two pennanent points of reference points of reference, building comers, side,valk, or road intersections; etc., the locations of the following items: (1) Connection to existing water lines. (2) Connection to existing electrical po,ver. (3) Gate valves. (4) Routing of sprinkler pressure lines (dimension max. 100' along routing) (5) Sprinkler control valves. (6) Routing of control wiring. (7) Quick coupling valves. (8) Other related equipment as directed by the Architect. d. On or before the date of the final inspection, the Contractor shall deliver the corrected and completed Record Drawings/ As-Builts to the O,vner. Delivery of theses drawings ,vill not relieve the Contractor of the responsibility of furnishing required information that may be 01nitted fro1n the prints. Note: Final As-built plans will be required to be approved and signed by the City prior to bond release. 3. Controller Charts a. Record drawings shall be approved by the Architect before controller charts are prepared. b. Provide one controller chart for each controller supplied. c. The chart shall show the area controlled by the automatic controller and shall be the maximum size which the controller door will allow. d. The chart is to be a reduced drawing of the actual As-Built syste111. However, in the event the controller sequence is not legible when the dra,ving is reduced, the information shall be enlarged to a size that will be readable when reduced. e. The circuits shown on the chart shall be color-coded and a different color shall be used to indicate the area of coverage for each controller station. f. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a 1ninimum 10 mils thick. g. These charts shall be completed and approved prior to final inspection of the irrigation system. 4. Operating and Maintenance Manuals Prepare and deliver operation and maintenance 1nanuals as specified in Division 1 and as follo,vs: a. Catalog and parts sheets on every material and all equipment installed under this Contract. b. Guarantee state1nent. c. Complete operating and 1naintenance instructions on all major equipment. d. In addition to the above mentioned maintenance manuals, provide the O\vner's maintenance personnel with instructions for 1najor equipment and show evidence in writing to the Architect at the conclusion of the project that this service has been rendered. 5. Equipment to be Furnished Supply as a part of this Contract the following tools: a. Two sets of any special tools required for removing, disassembling and adjusting each type of sprinkler and valve supplied on this project. b. T\vo five-foot valve keys for operation of gate valves. c. Two keys for each auto1natic controller. d. One quick coupler key and matching hose swivels per tour quick coupling valves installed. e. Two sets of operation manuals for automatic controllers and valves. f. Any other equipment deemed necessary by the Manufacturer's instructions to the proper operation of the irrigation syste1n. The above-111entioned equipment shall be turned over to the Owner at the conclusion of the project. Before final inspection can occur, evidence that Owner has received material must be shown to the Architect. CONTINUED ON SHEET LIO E~ER____A_L:O D. PRODUCT DELIVERY, STORAGE AND HANDLING Handling of PVC Pipe and Fittings: The Contractor is cautioned to exercise care in handling, loading unloading, and storing PVC pipe and fittings. Do not subject PVC pipe to undue bending or concentrated external load at any point. Any section of pipe that has been dented or damaged will be discarded and, if installed, shall be replaced with new piping. E. GUARANTEE The guarantee for the sprinkler irrigation shall be made in accordance with the form shown below. A copy of the guarantee form shall be included in the operations and maintenance manual. The guarantee form shall be re-typed onto the Contractor's letterhead and contain the following infonnation: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler irrigation systen1 ,ve have furnished and installed is free fro1n defects in materials and workmanship, and the ,vork has been c?n1pleted in accordance with the dr~wings and specifications, ordinary wear and tear and unusual abuse or neglect excepted. We agree to repair or replace and defects in material or ,vorkmanship ,vhich 111ay develop during the period of one year from date of acceptance and also to repair or replace any dainage resulting from the repairing or replacing of such defects at no additional cost to the Owner. We shall 1nake such repairs or replacements ,vithin reasonable time, as determined by the Owner, atler receipt of written notice. In the event of our failure to n1ake such repairs or replace1nents within a reasonable tin1e atler receipt of written notice from the O,vner, we authorize the Owner to proceed to have said repairs or replacements 1nade at our expense and ,ve ,viii pay the costs and charges therefor upon demand. PROJECT: ____________ _ LOCATION: ___________ _ SIGNED: _____________ _ Contractor ---------------ADDRESS: --------------- PHONE: _____________ _ DATE OF ACCEPTANCE: _______ _ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE: 20JUNE2011 "AS BUILT" TITLE ______ _ REVIEWED BY: INSPECTOR JLR CARLSBAD 5454 PASEO DEL NORTE CARLSBAD, CA 92008 DATE DATE • APPROVED ~ ~/./ ,L I:)o E o S o _[ oC.-o-i--;r j ;,-)<,( l:{, ~k,'n: 1-',• I\ California License #3 098 ::;::::PL::::AN~N~IN:::::G=;;:;:;:;;:::::::;-;::::=======::::;;::==DA=TE=~ 30S N. Harbor Blvd. Suite 222 l--~c-+~---c-1---------------t-::-:-=-t-=~--;;-:=-----t-;;=-:-c--1 DWN BY: EF/JD PROJECT NO. DRAWING NO. Fullerton. California 92832 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: C.S.L Tei, (714) 680-0417 Pax, (714) 87t-s197 REVISION DESCRIPTION SDP 10-01 471-SL Email: emdes la@pacbelLn.et ENGINEER OF WORK 011-IERAPPROVAL CllY APPROVAL RVWD BY: C -l -I II PRODUCTS A. MATERIALS I. General: Use only new materials of brands and types noted on drawings, specified herein, or approved equals. 2. PVC Pressure Main Line Pipe and Fittings a. Pressure main line piping for all sizes shall be PVC Class 315 for 2" and larger, schedule 40 for 1-1/2" and small~r. b. Pipe shall be made from NSF approved type I, Grade I PVC con1pound confonning to ASTM resin specification 1785. All pipe shall meet requirements as set forth in Federal Specifications PS-21-70. ( Solvent-weld pipe). c. PVC solvent-weld fittings shall be Schedule 40, 1-2, II-I NSF approved conforming to ASTM test procedure D2466. d. Solvent cement and primer for PVC solvent-weld pipe and fittings shall be of type and installation methods prescribed by the manufacturer. e. All PVC pipe shall bear the following markings: (I) Manufacturer's name. (2) Nominal pipe size. (3) Schedule or Class. (4) Pressure rating in PSI. (5) NSF (National Sanitation Foundation) approval. f. All fittings shall bear the manufacturer's name or trade1nark material designation, size, applicable I.P.S. schedule and NSF seal of approval. 3. PVC Non-Pressure Lateral Line Piping a. Non-pressure buried lateral line piping shall be PVC schedule 40 with solvent weld joints. b. Pipe shall be made from NSF approved, Type l Grade II PVC compound conforming to ASTM resin specification DI 784. All pipe shall meet requirements set forth in Federal Specification PS-22-70, with an appropriate standard dimension ratio. c. Except as noted in section II-A2, a & b, all requirements for non-pressure lateral line pipe and fittings shall be the same as for solvent-weld pressure main line pipe and fittings as set forth in section II-A-2 of these specifications. 4. UVR I PVC Pipe on Grade a. All pipe on grade shall be schedule 40 UVR/ PVC pipe. b. All pipe and fittings shall bear a permanent identifiable label of "Brownline UVR/ PVC. The piping and installation shall be in accordance with the requirements of the latest edition of the International Association of Plumbing and Mechanical Officials {IAPMO) Standard lS-8. c. All lateral piping shall be installed on the surface and anchored at 1 O' O.C. by a #3 rebar ,vith a 11 J" hooked radius driven 2411 into solid ground. d. Horizontal piping stakes shall be within 1211 of the sprinkler riser. e. Each pipe riser serving a sprinkler head shall be anchored by a riser stabilizer assembly constructed of a #4 rebar driven 24 11 into solid ground and fastened to the riser by t\vo (2) galvanized or stainless steel bands. f. All risers and fittings used on UVR IPVC pipe shall be IFS schedule 40 or 80 as manufactured by 11 Brownline Pipe C.o. 11 • 5. Brass Pipe and Fittings a. Where indicated on the drawings, use red brass scre,ved pipe conforming to Federal Specification #WW-P-351. b. Fittings shall be red brass conforming to Federal Specification #WW-P-460. 6. Gate Valves a. Gate valves 311 and smaller shall be 125 lb. SWP bronze gate valve with screw-in bonnet, non-rising stem and solid wedge disc. b. Gate valves 311 smaller shall be threaded ends and shall be equipped with a bronze hand,vheel. c. Gate valve 3" and smaller shall be similar to those manufactures by Nibco or approved equal. d. All gate valves shall be installed per installation detail. 7. Quick Coupling Valves a. Quick coupling valves shall have a brass t\vo-piece body designed for working pressure of 150 P.S.I. 8. Backflow Prevention Units a. Backflow prevention units shall be of size and type indicated on the irrigation dra,vings. Install backflo,v prevention units in accordance with irrigation constructions details, and local prevailing codes. b. Wye Strainers at backflow prevention units shall have a bronzed screwed body with 60 mesh model screen and shall be Watts #777 or approved equal. 9. Check Valves Anti-drain valves shall be of heavy-duty virgin PVC construction with F.I.P. thread inlet and outlet. Internal parts shall be stainless steel and neoprene. Anti-drain valves shall be field adjustable again draw out from 5 to 40 feet of head. The anti-drain valve shall be similar to the Valcon ADV or approved equal. l 0. Control Wiring a. Connections between the automatic controllers and the electric control valves shall be made with direct burial copper wire AWG-U.F. 600 volt. Pilot wires shall be a ditTerent color ,vire fro1n each auto1natic controller. Common wires shall be ,vhite with a ditTerent color stripe for each automatic controller. Install in accordance with valve n1anufacturer's specifications and wire chart. In no case shall wire size be less than #14. b. Wiring shall occupy the same trench and shall be installed along the san1e route as pressure supply or lateral lines ,vherever possible. c. Where 1nore than one (1) wire is placed in a trench, wiring shall be taped together at intervals of ten ( l 0) feet. d. An expansion curl shall be provided ,vi thin three (3) feet of each ,vire connection. Expansion curl shall be of sufficient length so that in case of repair, the valve bonnet 1nay be brought to the surface without disconnection of the control wires. Control wires shall be laid loosely in trench without stress or stretching of control wire conductors. e. All splices shall be ,nade with Scotch-Lok #3576 Connector Sealing Packs, Rainbird snap-rite connector, or approved equal. Use one splice per connector sealing pack. 11. Automatic Controllers a. Automatic controllers and climate sensors and flow sensors shall be of size and type sho,vn on the Plans. b. Final location of auto,natic controllers shall be approved by the Owner's authorized representative. c. Unless otherwise noted on the plans, the 120 volt electrical po,ver to the automatic controller location to be furnished by others. The coordination with Electrical Contractor and final electrical hook-up shall be the responsibility of the irrigation contractor. d. The contractor is responsible for properly progra1n1ning the controller inconjunction with specified sensors. Coordinate with the manufacturer for any needed assistance. 12. Electric Control Valves a. All electric control valves shall have a manual flo,v adjustn1ent. b. Provide and install one control valve box for each electric control valve. 13. Control Valve Boxes a. Use 9 by 24 inch round box for all gate valves, Brooks #9 or approved equal. b. Use 9-1/2 by 16 by l I-inch rectangular box for all electrical control valves, Carson Industries l419-l2B or approved equal. 14. Sprinkler lieads a. All sprinkler heads shall be of the saine size, type, and deliver the same rate of precipitation with the diameter (or radius) of throw, pressure, and discharge as shown on the plans and/or specified on these special provisions. b. Spray heads shall have a screw adjustment. c. Riser units shall be fabricated in accordance ,vith the details. d. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkler head. III. EXECUTION A. INSPECTION 1. Site Conditions a. All scaled di111ensions are approxin1ate. The contractor shall check and verify all size di1nensions and receive Architect's approval prior to proceeding with work under this Section. b. Exercise extreme care in excavating and working near utilities. Contractor shall be responsible for damages to utilities which are caused by his operation or neglect. Check existing utilities drawings for existing utility locations. c. Coordinate installation of sprinkler irrigation 1naterials, including pipe, so there shall be no interference with utilities or other construction or difficulty in planting trees, shrubs, or groundcovers. CONTINUED ON SHEET L 11 :r:>o E o :S o I oC3-o~ Cali:fbrnia License #3098 B. PREPARATION l. Physical Layout a. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads. b. All layout shall be approved by Architect prior to trenching. 2. Water Supply a. Sprinkler irrigation syste1n shall be connected to water supply points of connections as indicated on the drawings. 3. Electrical Supply a. Electrical connections for automatic controller shall be made to electrical points of connections as indicated on the dra,vings. b. Contractor is responsible for minor changes caused by actual site conditions. C. INSTALLATION 1. Trenching a. Dig trenches straight and support pipe continuously on sand or native bedding at botto1n of trench. Re111ove all stones or sharp objects from trench . Lay pipe to an even grade. Trenching excavation shall follow layout indicated on drawings and as noted. b. Provide for a n1ini1num of eighteen ( 18") inches cover for all pressure supply lines. c. Provide for a minimum cover of ( 12 ") inches for all non-pressure lines. d. Provide for minin1u111 cover of eighteen (18") inches for all control wiring. ~ APPROVED FOR PLANTING ~. ~• ,"1 ~ AND IRRIGATION ONLY, !-~ "tf) INCLUDING PRECISE ~:i~ LOCATION OF PLANTING · .. 9l~ AREAS. DATE: 20 JUNE 2011 "AS BUILT" TITLE ______ _ REVIEWED BY: INSPECTOR JLR CARLSBAD 5454 PASEO DEL NORTE CARLSBAD, CA 92008 APPROVED PLANNING 305 N. Harbor Hlvd~ Suite 222 l------+-------1--------------+-:--:-=--t-::c=cc--ir::c=---rc=-:-c--1 OWN BY: EF/JO Fullerton, California 92832 DATE INlllAL DATE INlllAL DATE INlllAL CHKD BY; C.S.L PROJECT NO. Tel: (714)680-0417 Fax: (714) 871-5197 REVISION DESCRIPTION E.1:n.ail: e.1ndes-la@pacbell.net ENGINEER OF WORK OTIJERAPPROVAL CITY APPROVAL RVWD BY: SOP 10-01 DATE DATE DRAWING NO. 471-SL ....c- -J -I O'\ r 2. Backfilling a. The trenches shall not be backfilled until all required tests arc performed. Trenches shall be carefully backfilled with the excavated material approved by the Soils Engineer for backfilling consisting of earth, loam, sandy clay, sand, or other approved 1naterials, free fro1n large clods of earth or stones. Backfill shall be compacted in landscape areas to a dry density equal to adjacent undisturbed soil in planting areas. Backfill will conform to adjacent grades ,vithout dips, sunken, areas, humps or other surface irregularities. b. No foreign matter larger than one-half(l/2) inch in size will be permitted in the initial backfill. c. Flooding of trenches will be pennitted only with the approval of the Soils Engineer and Architect. d. If settlement occurs and subsequent adjustments in pipe, valves sprinkler heads, lawn or planting, or other construction are necessary, the Contractor shall 1nake all required adjustments without cost to the o,vner. 3. Trenching and Backfill Under Paying a. Trenches located under areas of paving, asphaltic concrete shall be backfilled with sand ( a layer six inches below the pipe and three inches above the pipe) and compacted in layers to 90% left flush with the adjoining grade. The sprinkler irrigation Contractor shall set in place, cap and pressure test all piping under paving prior to the paving work. b. Generally, piping under existing walks is done by jacking, boring or hydraulic driving, but where any cutting or breaking of sidewalks and or concrete is necessary, it shall be done and replaced by the Contractor as part of the Contract cost. Permission to cut or break sidewalks and or concrete shall be obtained from the Property Owner. c. Provide for a 1ninimum cover of twenty-four inches between the top of the pipe and the bottom of the aggregate base for all pressure and non-pressure piping installed under asphaltic concrete paving. 4. Assemblies a. Routing of sprinkler irrigation lines as indicate on the drawing is diagrammatic. Install lines and various assemblies to confirm with the deails shown on drawings. b. Install no n1ultiple assemblies on plastic lines. Provide each assembly with its own outlet. c. Install all assemblies specified herein in accordance ,vith respective detail. In absence of detail drawings or specifications pertaining to specific items required to complete ,vork, perform, such work in accordance with best standard practice with prior approval of Architect. d. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and moisture before installation. Installation and solvent-welding methods shall be as recom1nended by the pipe and fittings manufacture. e. On PVC to metal connections, the Contractor shall work the metal connections first. Teflon tape or approved equal shall be used on all threaded PVC to PVC, and on all threaded PVC to metal joints. Light wrench pressure is all that is required. Where threaded PVC connections are required use threaded PVC adapters into which the pipe may be welded. 5. Line Clearance a. All lines shall have a minimum clearance of six inches from each other. Parallel lines shall not be installed directly over one another. No other trades are allowed in same trench with irrigation pipe 6. Automatic Controller a. Install controller in a vandal-proof enclosure. b. Install as per 1nanufacturer's instructions. Remote control valves shall be connected to controller in numerical sequences shown on the drawing. c. Automatic controllers shall be of size and type shown on the plans. d. Final location of automatic controllers shall be approved by the Owner's authorized representative. e. Unless otherwise noted on the plans, the 120 volt electrical power to the automatic controller location to be furnished by others. The final electrical hook-up shall be the responsibility of the irrigation contractor. f. Remote Control Valves Install where shown on dra,vings and details. When grouped together, allow at least twelve inches between valves. Install each remote control valve in a separate valve box. 7. Flushing of System a. Atler all ne,v sprinkler pipe lines and risers are in place and connected, all necessary diversion work has been completed and prior to installation of sprinkler heads the control valves shall be opened and a full head of water used to flush out the system. b. Sprinkler heads shall be installed only after flushing of the system has been accomplished to the complete satisfaction of the Architect 8. Sprinkler Heads a. Install the sprinkler heads as designated on the drawings. Sprinkler heads to be installed in this work shall be equivalent in all respects to those itemized. b. Spacing of heads shall not exceed the 111aximum indicated on the drawings. In no case shall the spacing exceed the maximu1n reco1nmended by the manufacturer. D. TEMPORARY REPAIRS a. The Owner reserves the right to make te1nporary repairs as necessary to keep the sprinkler system equip111cnt in operating condition. The exercise of this right by the builder-Developer shall not relieve the Contractor of his responsibilities under the ten11s of the guarantee as herein specified. E. FIELD QUALITY CONTROL 1. Adjust1nent of the System a. The Contractor shall flush and adjust heads for optimum perfonnance and to prevent overspray onto walks, roadways, ,valls fences, windows, and buildings as much as possible. b. Ifit is detern1ined that adjustments in the irrigation equipment ,viii provide proper and more adequate coverage, the Contractor shall 1nake such adjusttnents prior to planting. AdjustJnents may ·· also include changes in nozzle sizes and degrees of are as required. c. Lowering raised sprinkler heads by the Contractor shall be accomplished within ten days atler notification by Owner. d. All sprinkler heads shall be set perpendicular to finished grades unless otherwise designated on the plans. 2. Testing of Irrigation System a. The Contractor shall request the presence of the Architect in writing at least 48 hours in advance of testing. b. Test all pressure lines under hydrostatic pressure of 150 pounds per square inch and prove watertight. NOTE: Testing of pressure main lines shall occur prior to installation of electric control valves. c. All piping under paved areas shall be tested under hydrostatic pressure of 150 pounds per square inch and proved watertight prior to paving. d. Sustain pressure in lines for not less than two hours for laterals and 4 hours for mainlines. If leaks develop, replace joints and repeat test until entire syste1n is proven water-tight. e. All hydrostatic tests shall be made only in the presence of the Architect and City Landscape Inspector or other duly authorized representative of the Owner. No pipe shall be backfilled until it has been inspected, tested and approved in writing and shall be re-tested after backfill operations are complete. f. Furnished necessary force pump and all other test equipment. g. When the sprinkler irrigation system is completed, perform a coverage test in the presence of the Architect to determine if the ,vater coverage for planting areas is cotnplete and adequate. furnish all materials and perform all ,vork required to correct any inadequacies of coverage due to deviations from plans or where the system has been willfully installed as indicated on the drawings ,vhen it is obviously inadequate ,vithout bringing this to the attention of the Architect. This test shall be accomplished before any groundcover is planted. h. Upon completion of each phase of work, the entire syste1n shall be tested and adjusted to 1neet site requirements. F. MAINTENANCE 1. The entire sprinkler irrigation system shall be under full automatic operation for a period of seven days prior to any planting. 2. The Architect reserves the right to ,vaive or shorten the operation period. G. CLEAN-UP Clean-Up shall be 1nade as each portion of,vork progesses. Refuse and excess dirt shall be retnoved from the site, all walks and paving shall be broo1ned or ,vashed down, and any damage sustained to the site orthe work of others shall be repaired to its original condition. H. FINAL OBSERVATION PRIOR TO ACCEPTANCE 1. The Contractor shall operate each syste1n in its entirety for the Architect at ti1ne of final observation. Any items dee1ned not acceptable by the Observer shall be reworked to the co1nplete satisfaction of the Architect. 2. The Contractor shall show evidence to the Architect that the Owner has received all accessories, charts, record dra,vings, and equipment as required before final observation can occur. r:>o _Eo S o I c<_i-O'N" California License #3098 I. OBSERVATION SCHEDULE 1. Contractor shall be responsible for notifying the Architect in Advance for the following observations according to the time indicated: a. Pre-Job Conference -7 days b. Pressure supply line installation and testing -4 days c. Autotnatic Controller installation -4 days d. Control wire installation -4 days e. Lateral line and sprinkler installation -4 days f. Coverage test -4 days g. Final observation -7 days 2. When inspections have been conducted by other than the Architect, show evidence of,vhen and by ,vhom these inspections ,vere made. 3. No observation shall commence without As-Built drawings. In the event the Contractor calls for an observation without As-Built drawings, without completing previously noted corrections, or without preparing the system for observations, he shall be responsible for reimbursing the Architect at the hourly rate in effect at the ti1ne the observation, portal to portal plus transportation cost. Subsequent inspections ,viii not be perfonned until this charge is paid. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE: 20 JUNE 2011 "AS BUILT" TITLE ______ _ REVJEWED BY: INSPECIDR JLR CARLSBAD 5454 PASEO DEL NORTE CARLSBAD, CA 92008 APPROVED PLANNING 305 N. Harbor Blvd, Suite 222 l----ccc=-+=--l--------------+---+---li-----+----1 OWN BY: EF/J0 Fullerton~ Calif"omia 92832 DATE iNlllAL DATE INlTIAL DATE INITIAL CS Tel: (714) 680-0417 Fax: (714) 871-5197 ,_ _ _,_ _ _, CHKD BY: · .L PROJECT NO. Email: emdes la@pacbell.net ENGINEER OF WORK REVISION DESCRIPTION OTilERAPPROVAL Cl1Y APPROVAL RVWDBY: SOP 10-01 ~ ~ u rn ~ DATE DATE DRAWING NO. 471-SL -\ LANDSCAPE PLANTING SPECIFICATIONS Note: The general and specific conditions of these specifications are an integral part of the landscape construction docnments and must be complied with. I.GENERAL A. SCOPE OF WORK Furnish all labor, matetials, equipment, and services necessary to provide all landscape planting as shown on the drawings and specified. B. QUALITY ASSURANCE 1. Source Quality Control a. Submit documentation that all plant matetial has been ordered to least five days ptior to start of work under this Section. Arrange procedure for inspection of plant material with Architect at time of submission. b. Plants shall be subject to inspection and approval of Architect at place of growth upon delivery for conformity to specifications. Such approval shall not impair the right of inspection and rejection during progress of the work. Submit written request for inspection of plant material of plants to be inspected at this time if, in his judgment, a sufficient quantity of plants is not available for inspection. c. The Landscape Architect and Owner have contractually agreed to notify the Landscape Contractor that he will be responsible for financial reimbursement to the Landscape Architect for Additional and unanticipated time and matetials required to organize, re-design, re-inspect or to do whatever is required to guide a substandard installation or one which is not within substantial confo,mance to the Plans and Specifications back to an acceptable installation. Said reimbursement will in the form ofa charge to the Contractor from the Owner. C. SUBMlTTALS Certificate of Inspection of plant matetial by State or Federal Authority D. PRODUCT DELIVERY, STORAGE AND HANDLING I. Delivery a. Deliver fertilizer to site in original, unopened containers bearing manufacturer's guaranteed chemical analysis, name, trademark and confom1ance to State Law. b. Deliver plants with legible identification labels. I. Label trees, evergreens, bundles of containers oflike shrubs or groundcover plants. 2. State correct plant name and size indicated on plant list. 3. Use durable, waterproof labels with water-resistant ink which will remain legible for at least 60 days. c. Protect matetial during delivery lo prevent damage to rootball or desiccation of leaves d. The contractor shall notify the Landscape inspector four days in advance delivery of all plant matetials and shall submit an itemized list of plants in each delivery. 2. Pruning At no lime shall the tree or plant materials be pruned, ttimmed or topped prior to delivery, and alteration of their shape shall be conducted only with the approval of the Landscape Architect. 3. Right oflnspection The Landscape Architect reserves the right to approve or reject at any time upon delivery or during the work any or all plant matetial regarding size, variety or condition. 4. Soils Test Two copies of soils tests performed by an approved agronomic soils testing laboratory shall be submitted with plans . All soil samples shall be taken in the field by a qualified soils technician and submitted with plans to testing labs unless ptior approval for alternative procedures is given by the City Engineer Tests shall include a fe1tility and suitability analysis with written recommendations. Contractor shall comply with recommendations given for soil amendments, plant material selections and inigation equipment. 5. Storage a. Store plant material in shade and protect from weather. b. Maintain and protect plant material not to be planted within four hours. 6. Handling a. Do not drop plant material b. Do not pick up container plant material by stems or trunks E. JOB CONDITIONS 1. Planting Perform actual planting only when weather and soil conditions are suitable in accordance with locally accepted practice. 2. Scheduling Install trees, shrubs and liner stock plant material before hydraulic seeded lawn areas are installed. F. SAMPLES AND TESTS 1. The Landscape Architect reserves the right to take and analyze samples of matetials for conformity to specifications at any time. Contractor shall furrush samples upon request by Landscape Architect. Rejected materials shall be immediately removed from the site and premises at Contractor's expense. Cost of testing of materials not meeting specifications shall be paid by Contractor. 2. Agricultural Suitability of the soil shall be detennined by a credentialed soil science laboratory. The Laboratory shall prepare a written report on the soil testing which shall include a detailed description oftest results along with reconm1endations for backfill and surface soil amendments. The contractor shall be responsible for the testing and for following the recommendations of the agronomic soils repo,t. 3. Agricultural suitability analysis of soil. a. Must include pH measurement in the Saturation Extract, Electtical Conductivity of the saturation extract and Sodium Adsorption Ratio oflbe saturation extract. The approved procedures are the following: pH Method21 Saturation Extract Method 2 Sodium Adsorption Ratio Method 20b Methods of the United States Salinity Laboratory as published in the Agricultural Handbook Nnmber 60 entitled "Diagnosis and Improvement of Saline and Alkali Soils". b. The following nutrients and elements must be determined with an Ametican Society of Agronomy or Soil Science Society of America approved extraction method. Interpretation data must be given citing concentrations which are considered to be low, medium and high: boron, calcium, copper, iron, magnesium, manganese, molybdenum, phosphorus, potassinm, sodium, sulfur, and zinc (I) The approved methods are those cited by the Council on Soil Testing and Plant Analysis and those methods currently published by Soil Science Society of America manuals, Communications in Soil Science and Plant Analysis, Soil Science and Soil Science Society of Ametica Journal. Approved methods for phosphorus are Bray Pl, Bray P2, Olsen P, DTPA, anm1onium acetate, and a1mnonium bicarbonate-DTP A. Approved methods for boron are bot water extract and ammonium bicarbonate-DTP A extract. c. The saturation extract must be analyzed for calcium, magnesium, sodium, boron, chlotide, phosphorus, nitrate and sulfate. d. The following trace metals must be measured by the DTPA extract: alwninum, arsenic, cadmium, chrominm, cobalt, lead, lithium, nickel, selenium, silver, strontium, tin and vanadium. e. The presence of calcium carbonate and/or magnesiun1 carbonate must be detennined. f. Soil Texture (gravel, s~nd, silt and clay) must be determined. Deternline organic matter content by the measurement of organic carbon. The quality of the organic matter shall be determined by measuring organic carbon and total nitrogen. g. Interpretation of nutritional deficiencies or excesses and potential toxicities must be given. h. Detennine the following by methods approved by the Ametican Society of Agronomy as published in the Methods of Soil Analysis, methods of the United States Salinity Laboratory as published in the Agticultural Handbook Number 60 entitled "Diagnosis and Improvement of Saline and Alkali Soils, " and bulk density of clods by the method published in Soil Science, vol 155, 325-330 (1993): Exchangeable Ammoniun1 cation Base Saturation Cation Exchange Capacity Water Infiltration Rate -Method 34b of Agricultural Handbook Number 60 i. If required for more complete soil characterization, detem1ine the following by methods approved by the American Society of Agronomy as published in the Methods of Soil Analysis, methods of the United States Salinity Laboratory as published in the Agricultural Handbook Number 60 entitled "Diagnosis and Improvement of Saline and Alkali Soils," and bulk density of clods by the method published in Soil Science, vol 155, 325-330 (1993): Carbonates Measurement Soil Bulk Density (Compaction) 4. Elemental daenninations to made according to methods approved by the EPA or by the American Society of Agronomy a. Optional -Growth Test for Toxic Constituents and/or Poor Physical Properties 1. Grow a dicot plant species and a monocot species with and without activated charcoal. Measure yield and percent of germination for all treatments. Report conclusions and findings. G. GUARANTEE AND REPLACEMENTS 1. Guarantee All plant material installed under the Contract shall be guaranteed against any and all poor, inadequate or inferior matetials and/or workmanship for a period of one year (trees) or 6 months (shrubs) after date of acceptance by Owner. Any plant found to be dead or in poor condition due to faulty materials or workmanship, as detennined by the Landscape Architect, shall be replaced by the Contractor at his expense. 2. Replacement Any materials found to be dead, missing or in poor ion during the establishment period shall be replaced immediately. The Landscape Architect, or his/her consultants, shall be the sole judge as to the condition of material. Matetial to be replaced within the guarantee petiod shall be replaced by the contractor within 15 days of written notification by the Owner. II.PRODUCT A.GENERAL The following organic soil amendments and fertilizer are to be used for bid price basis only. Specific amendments and fertilizer specifications will be made after grading operations are complete and soil samples are tested by Owner. All materials shall be of standard, approved and first-grade quality and shall be in prime condition when installed and accepted. Any commercially processed or packaged matetial shall be delivered to the site in the original, unopened container bearing the manufacturer's guaranteed analysis. Contractor shall supply Landscape Architect with a sample of all supplied materials accompanied by analytical data from an approved laboratory source illustrating compliance or bearing the manufacturer's guaranteed analysis. B. SPECIFIC 1. Suitable Import, Borrow Topsoil or Reclaimed soil a. General -Topsoil shall be free of roots, clods, stones larger than !-inch in the greatest dimension, pockets of coarse sand, noxious weeds, sticks, !tnnber, brush and other litter. It shall not be infested with nematodes or other undesirable disease-causing organisms such as insects and plant pathogens. (1) Topsoil shall be friable and have sufficient structure in order to give good health and aeration to the soil. b .. Gradation limits -soil shall be a sandy loam, loam, or clay loam. The definition of soil texture shall be the USDA classification scheme. Gravel over ¼-inch in diameter shall be less than 20% by weight. c. Permeability Rate -Hydraulic conductivity rate shall be not less than one inch per hour nor more than 20 inches per hour when tested in accordance with the USDA Handbook Nnmber 60, method 34b or other approved methods. d. Fertility -The range of the essential elemental concentration in soil shall be as follows: Anunonium Bicarbonate/DTP A Extraction parts per million {mg/kilogram) dry weight basis phosphorus 2 -40 potassium 40 -220 iron 2 -35 manganese 0.3 -6 zinc 0.6 -8 copper 0 .1 -5 boron 0.2 -1 magnesium SO -l SO sodium 0 -100 sulfur 25 -500 molybdenum 0.1 -2 Soil may need to be amended ai1d conditioned to optimize plant growth. The above listed fertility is for soil selection. Conc.entration of nutrients for final acceptance Ammonium Bicarbonate/DTPA Extraction parts per million {mg/kilogram dry weight basis phosphorus 10-40 polassinm 100 -220 iron 24-35 manganese 0.6-6 zinc 1 -8 copper 0.3 -5 boron 0.2 -1 magnesium 50 -150 sodinm 0-100 sulfur 25 -500 molybdenum 0.1 -2 e. Acidity -The soil pH rai1ge measured in the saturation extract (Method 21 a, USDA Handbook Number 60) shall be 6.0 -7.9. l Salinity -The salinity range measured in the saturation extract (Method 3a, USDA Handbook Number 60) shall be 0.5 -2.5 dS/m. g. Chloride -The maximnm concentration of soluble chloride in the saturation extract (Method 3a, USDA Handbook Nun1ber 60) shall be 150 mg/I (parts per million). h. Boron -The maximum concentration of soluble boron in the saturation extract (Method 3a, USDA Handbook Nnmber 60) shall be I mg/1 (parts per nlillion). i. Sodium Adsorption Ratio (SAR) -The maximum SAR shall be 3 measured per Method 20b, USDA Handbook Number 60. j. Aluminum -Available aluminmn measured with the Ammoniun1 Bicai·bonate/DTPA Extraction shall be less than 3 paits per million. k. Soil Organic Matter Content -Sufficient soil organic matter shall be present to impart good physical soil prope1ties but not be excessive to cause toxicity or cause excessive reduction in the volnme of soil due to decomposition of organic matter. The desirable range is 3% to 5%. The carbon:nitrogcn ratio should be about 10. A high carbon:nitrogen ratio can indicate the presence of hydrocarbons or non-humified organic matter. l. Calcium Carbonate Content -Free calcimn carbonate (limestone) shall not be present for acid-loving plants. m. Heavy .Metals · The maximum pennissible elemental concentration in the soil shall not exceed the following concentrations: Ammonium Bicarbonate/DTP A Extraction parts per million (mg/kilogram) dry weight basis arsenic 1 cadmium 1 chromiwn 10 cobalt 2 lead 30 mercury I nickel 5 selenium 3 silver 0.5 vanadinm 3 (1) lflhe soil pH is between 6 and 7, the maximum pe1missible elemental concentration shall be reduced 50%. If the soil pH is less than 6.0, the maximum pennissible elemental concentration shall be reduced 75%. No more than three metals shall be present at 50% or more of the above values. (2) Phytotoxic constituent, herbicides, hydrocarbons etc. - Gennination and growth of monocots and dicots shall not be restricted more than 10% compared to the reference soil. Total petrolenm hydrocaibons shall not exceed 50 mg/kg dry soil measured per the modified EPA Method No. 8015. Total aromatic volatile organic hydrocarbons (benzene, toluene, xylene and ethylbenzene) shall not exceed 0.5 mg/kg dry soil measured per EPA Methods No. 8020. 2. Soil Conditioners and Fe1tilizers a. Soil conditioner with fertilizer included shall consist of organic matetials comptised of decomposed animal and vegetable matter and composted to support bacterial cultures. Soil conditions shall be "Grow-Power Plus" or approved equal, and shall confonn to the following analysis. (l)ParticleSize: 63 l/2%through l00ScreenpH: 4.5 to4.7 (2) Organic Content: Humus--50%; Humic Acids-15 (Note: Poultry, animal or human waste is not acceptable. See the definition of Humus in Western Fertilizer Handbook, Fifth Edition.) (3) Chemical Analysis: -Ammonic Nitrogen 1.00% ( detived from ammoninm phosphate) -Organic Nitrogen 4.00 % (detived from compost, meat meal and urea) -Total Nitrogen 5.00% -Available phosphoric Acid 3.00% (detived from compost, meat meal and diatnmonium phosphate) -Soluble Potash 1.00% (detived from compost and muriate of Potash) -Iron 1.00% (detived from iron sulfate) -Zinc 0.05% (derived from zinc sulfate) -Manganese 0.05% ( derived from manganese sulfate) (4) Soil Pe□ctrant: Alkyl Naphthalene -Sodium Sulfonate 2.00% (5) Materials shall be mixed thoroughly and bagged in 50 or 80 lb. bags. b. Organic Soil Amendments shall be derived from Redwood, Fir or Cedar wood bark, granular in nature, stabilized with nitrogen and having the following properties. (1) Particle Size: nlinimum 955 passing 4 mesh screen (6.35 MM standard sieve); minimum 80% passing 8 mesh screen (2.33 MM standard sieve) (2) Nitrogen Content: 0.5% based on dry weight for redwood sawdust; 0. 7% based on dry weight for fir sawdust; 1.0% based on dry weight for fir or pine. (3) Salinity: Saturation extract conductivity shall not exceed 3.5 millimhos/ centimeter at 25 degrees centigrade. (4) Organic Content: Minimmn 90% weight c. Minerals (1) Soil Sulfur (S): as required from soil report (2) Ferrous Sulfate: as metallic 20% as required from soil repo1t (3) Agricultural Gypsum (CaSO42HpO): as required from soil report (4) Lime (CaO): as required from soil report d. Redwood Shavings shall be leeched e. Pre-Plant Connnercial Fertilizer shall be nitrogen-foitified and have unifonn in composition, free-flowing suitable for application with approved equipment and delivered to the project site in unopened, otiginal container or package, each bearing the manufacturer's statement of guaranteed analysis and shall contain the minirnmn available percentage by weight of plant food as specified in the approved agronomic soils report. f. Plar,ting Tablets (I) slow-release type, containing the following percentages of nutrients by weight: 20% nitrogen; I 0% phosphoric acid; 5%potash (2) 21 gram tablets as manufactured by Agriforu1 or approved equal, applied per manufacturer's instructions (3) Subsurface Root Barner- Root bartier incorporated into street tree planting for the purpose oflong-tenn root control shall be prefabticated, manufactured of high impact, polyethylene as manufactured by Deep Root Corporation or approved equal APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE: 20 JUNE 2011 "AS BUILT" TITLE ________ _ RbVlliWED BY: INSPECTOR JLR CARLSBAD 5454 PASEO DEL NORTE CARLSBAD, CA 92008 I>o E o S o J. c<J o~ California License #3098 30.:5 N. Ha1·bor Blvd~ Suite 222 Fullerton~ Calif'ornia 92832 f----+--+------------------+---+--+---t----1 I-A-PP_R_o_VE_o_~_-_ /L-'--',__~~~----J-'-:x1 &, ~\..o.lfr PLANNING CONTINUED ON SHEET L13 Tel: (714) 680-0417 Fax: (714} 871-.:5197 E1nail: emdes la@pacbe11.net DA TE INITIAL ENGINEER OF WORK DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DWN BY: DATE INITIAL CHKD BY: Cl1Y APPROVAL RVWDBY: EF/JO C.S.L PROJECT NO. SOP 10-01 DAI'E DATE -f_.,--. n DATE DRAWING NO. 471-5L -U'I -\ 4. Plant Material a. Plants shall be in accordance with the California State Department of Agriculture's regula!ion for nursery inspections, rules and ratings. All plants shall have a normal habit of growth and shall be sound, healthy, vigorous and free of insect infestations, plant diseases, sunscalds, fresh abrasions of the bark excessive abrasions or other objectionable disfigurements. Tree trunks shall be sturdy and well "hardened" off. All plants shall have normally well developed branch systems and vigorous and fiberous root systems which are not root or pot-bound. In the event of disagreement as to condition of root system, the root conditions of the plants furnished by the Contractor in containers will be detennined by removal of eai1h from the roots of not less than two plants, or more than two percent of the total number of plants of species or variety. Where container-grown plants are from several sources, the roots of not less than two plants be inspected. In case the sainple plants inspected are found to be defective, the Landscape Architect is the sole judge as to acceptability. Any plants rendered unsuitable for planting because of this inspection will be considered as samples and will be provided at the expense of the Contractor. b. The sire of the plants will correspond with that normally expected for species and variety of commercially available nursery stock or as specified in the Special Conditions, drawings or details. The minimum acceptable size of all plants, measured before pruning with the branches in normal position, shall confonn with the measurements, if any, specified on the drawings in the list of plants to be furnished. Plants larger in size than specified may be used with the approval of the Landscape Architect. If the use of larger plant is approved, the ball of earth or spread of roots for each plant will be increased proportionately. c. All Plants not to the requirements herein specified shall be considered defective and such plants, whether in place or not, shall be removed from the site of work and replaced with new plants at the Contractor's expense. The plants shall be of the species, variety, size and condition specified herein or as shown on the drawings. Under no conditions will there by any substitution of plants, except with the expressed consent of the Landscape Architect and City Landscape Inspector. d. At no time shall trees or plant material be pruned, trimmed or topped prior to delivery, and any alteration of their shape shall be conducted only with the approval and when in the presence of the Landscape Architect and as noted on the Planting Specifications e. Plant material shall be true to botanical and common name and variety as specified in "A Checklist of Woody Ornamental Plants in California," Manual 32 published by the University of California School of Agriculture (1963). 5. Nursery-Grown and Collected Stock a. Grown under climatic conditions similar to those in locality of project. b. Container-grown stock in vigorous, healthy condition; no root bound plant or plants with root system hardened off c. Substitute plant material will not be permitted unless specifically approved in writing by the Architect. 6. Tree Staking Material a. Stakes for Tree Support (1) Full length, lodge pole, pine stakes, treated with copper naphthanate (2) Minimum nominal size: 2" in diaineter x 12' long and pointed at one end (adjusted length to fit tree) b. Hose and Wire Ties 7. Bark Chips (!) Galvanized wire with cinch tie; Wire shall be zinc-coated iron, 10-gauge minimum and solid core. (2) All guys are to be flagged. Ninety percent wire length is to be covered. White PVC 1/4 inch diameter tube covering shall be used. Baile chips shall be regular, ground, redwood or fir bark, consisting of 1/2" to 3/4" (acorn size) chips. Prior to delivery to the site, the Contractor shall submit sainples to the City Landscape Inspector for approval. 8. Erosion Control Matting Erosion control matting shall be of open weave, furnished in rollen strips as follows: ft shall be approximately 225 feet long with a width of 48 inches plus or minus one inch and an approximate one(!) inch square mesh. Fabric shall average .4 pounds per linear foot. The erosion control matting shall be manufactured from loosely twisted jute yam not varying in thickness by more than one-half its normal diaineter, equal in quality to "Ludlow Soil Saver #48" or approved equal. Staples for erosion control shall be 11 gauge steel wire bent in a U shape six inches minilnum length and one inch wide. Wetting Agent to be 95% alkyl Polyethylene glycol ether such as "Commercial Water In" or approved equal. 9.Seed All seed used for lawn planting or erosion control planting or for any other reasons specified in the plans shall be labeled and furnished in sealed, standard contai11ers with duplicate signed copies of a statement from the vendor, certifying that each container of seed delivered is fully-labeled in accordance with the California State Agriculture Code. Seed which has become wet, moldy or otherwise damaged in transit or storage will not be accepted. JO.Sod Sod shall be fully mature, well-maintained, of the grass variety specified, free of all other grasses or weeds and shall be evenly cut with a conventional sod cutting machine to a thickness of 1-1/2 inches. All material shall be from the same growing ground and delivered fresh to the job site. If, after installation, any areas of sod die or become brown, these areas are to be replaced with sod immediately. Replacement sod is to match original. 11. Hydromulching a. Wood Cellulose Mulch shall be calm, natural, wood cellulose fiber. Natural wood cellulose fiber shall be processed in such a manner that it will contain no grow1h or gennination-inhibiting factors and shall be dyed green to facilitate metering of materials. It shall be manufactured in such a manner that after each addition and agitation in slurry tanks with fe11ilizer, seed water and other approved additives, the fibers in the material will become unifonnly suspended to fom1 a homogeneous slurry and that when hydraulically sprayed on the ground cover impregnated unifom1ly with seed; which after application, will allow the absorption of moisture and will allow rainfall to percolate to the underlying soil. b. Fe11ilizer shall consist of organic materials comprised of decomposed animal and vegetable matter and composted to support bacterial cultures. Fertilizer shall be "Gro-Power" or approved equal. c. Soil Binder: Terra Tack Ill or approved equal d. Humectant: HL-80 Humectai1t or approved equal 12. Equipment Hydraulic equipment used for the application of slurry shall have a built-in agitation system with ai1 operating capacity sufficient to agitate, suspend and homogeneously mix above slurry. Distribution lines shall be large enough to prevent stoppage and to provide even distribution of the slurry over the ground. In order to facilitate proper coverage, the pump must be capable of exerting up to 150 psi at the nozzle. The slurry tanks shall have a minimwn capacity of 1,500 gallons and shall be mounted on a traveling unit which will place the slurry tank and spray nozzles within sufficient proximity to the areas to be seeded so as to provide uniform distribution without waste. 13. Weed Abatement Program The herbicide "Round-Up" or approved equal shall be used for slope/ planting areas. See Sections 111-D-2 and III-D-7 for guidelines for proper application procedures. 14. Miscellaneous Materials a. sand-washed river sand or equal b. post emergent weed killer: "Round-Up" c. tree wound paint-as-approved III. EXECUTION A. INSPECTION Verify that final grades have been established prior to beginning planting operations. Inspect trees, shrubs, and material for injury and insect infestation, and inspect trees and shrubs for improper pruning. Do not begil1 planting trees until deficiencies are corrected or plants replaced. B. PREPARATION Stake out locations for plants and outline of planting beds on ground. Do not begin excavation until plant locations and plant beds are acceptable to Architect. The irrigation system shall have been installed and approved prior to soil preparation. C. INSTALLATION I. Excavation of Planting a. Shape (I) Vertical sides and flat bottom (2) Plant pits to be square for box material, circular for canned material. b. Size All trees shall have planted pits dug twice the diameter and to the depth of the root ball. Backfill around the rootball with prepared backfill mix. Refer to planting Details for specific method. 2. Preparation of Planting Areas a. After approximate finished grades have been established, soil shall be conditioned and fertilized in the following maimer. Nitrogen-stabilized organic amendment and ammoniun1 phosphate shall at the following rates, be uniformly spread and cultivated thoroughly by means of mechanical tiller into top 6" of soil. (1) Nitrogen-Stabilized Organic Amendment 4 cu. yards/1,000 sq. fl. (2) Ammoniun1 Phosphate 6-20-20: 15 lbs./1,000 sq. ft. (3) 150 lbs. Agriculture Gypsum I 1,000 sq. ft. b. All soil area shall be compacted and settled by application of heavy irrigation to a minimum depth of twelve inches. c. At time of planting, the top two inches of turf areas to be sodded or seeded shall be free of stones, stwnps or other deleterious matter l" in diaineter or larger. In groundcover areas, the top two inches shall be free of stones, stumps or other deleterious matter 2-½inch diameter or larger. All planting areas shall be free from all wire, plaster or similar objects. 3. Final Grades a. After the foregoing specified deep watering, minilnum modifications to grade may be required to establish the final grade. These areas shall not be worked until the moisture content has been reduced to a point where working it will not destroy soil structure. b. Finish grading shall insure proper drainage of the site. c. All areas shall be graded so that the final grades will be 1" below adjacent paved areas, sidewalks, valves boxes, headers, clean-outs, drains, manholes, etc. in turf areas, and 2" below in groundcover areas. d. Surface drainage shall be away from all building foundations. e. Eliminate all erosion scars. f. Planting areas receiving sod shall sustain a finish grade of a depth that installed sod shall be flush with finish surfaces (walks, paved areas, etc.). g. All planting areas shall have a finish grade conforming to approved plans and specifications after full settlement has occurred. 4. Dispose of unacceptable or unused excess soil off site and premises. D. PLANTING INSTALLATION I. General a. Actual planting shall be perfonned during those periods when weather and soil conditions are suitable and in accordance with locally accepted practice, as approved by the Landscape Architect. b. Only as many plants as can be planted and watered on that same day shall be distributed in a planting area. In extreme heat, plants shall be watered immediately after planting. c. Containers shall be opened and plants shall be removed in such a manner that the ball of eai1h surrounding the roots is not broken, and they shall be planted and watered as herein specified immediately after removal from the containers. Containers shall not be opened prior to placing the plants in the planting area. 2. Weed Control: After soil preparation and establishment of final grades prior to any planting, the Contractor shall irrigate thoroughly for a period of time, two to three weeks or until the weed seeds have genninated. When there is sufficient weed seed germination, the Contractor shall apply a post emergent contact weed killer according to the directions of the manufacturer. The Contractor shall then wait an additional two weeks to allow the weed killer to dissipate, then plant as indicated in the plans and specifications. Contractor shall remove any residual foliage and/or roots. 3. Layout of Major Plantings: Locations for plants and outlines of areas to be planted shall be marked on the ground by the contractor before any plant pits are dug. All such locations shall be approved by the landscape Architect. If an underground construction or utility line is encountered in the excavation of planting areas, other locations may be selected by the landscape Architect. 4. Planting of Trees and Shrubs a. Excavation for planting shall include the stripping and stacking of all acceptable topsoil encountered within the areas to be excavated for trenches, tree holes, plants pits and planting beds. b. Can Removal (I) Cut cans on two sides with an acceptable can cutter (2) Do not injure root ball (3) Do not cut cans with a spade or axe. (4) Carefully remove plants without injury or damage to root ball. (5) After removing plant, superficially cut edge-roots with knife on three sides. c. Box Removal (!) Remove bottom of plant boxes before planting (2) remove sides of box without damage to rootball after positioning plant and partially backfilling. d. All excavated holes shall have vertical sides with roughened surfaces and shall be of a size that is at least two limes the width and one and the depth of the original plant container. The holes shall be, in all cases, large enough to pennit handling and planting, without injury or breakage to the roots or root ball. Refer to Standard Planting Details. e. Excavated holes for slope plantings shall be dug two times original plant container width, providing a permanent 6 inch benn around plant pit. f. Protect all areas from excessive compaction when trucking plants or other material to the planting site: g. Center plant in pit or trench. h. Face plants with fullest growth into prevailing wind. See plant plumb and hold rigidly in position until soil has been tamped finnly around ball or roots. Container plants shall be backfilled with: -8 parts by volume on-site topsoil -2 parts by volume organic amendment -6-20-20 fertilizer mix as per chart below: I gallon I handful 5 gallon 2 handfuls 15 gallon 3 handfuls 18" box 4 handfuls 24" box 5 handfuls 30" box 6 handfuls 36" box 7 handfuls 42" box 8 handfuls 48" box 9 handfuls 60" box IO handfuls (-1 handful approximately equals 4-6 ounces) E::rvlER..A.L:O • J:=>o Eo So I oCJ o~ Califoruia License #3098 305 N. Harbor Blvd, Suite 222 Fullerton~ Calif01nia 92832 DATE INlllAL i. All plants which settle deeper than specified above shall be raised to the correct level. After the plant has been placed, additional backfill shall be added to the hole to cover approximately one-half of the height of the root ball. At this stage, water shall be added to the top of the partly-filled hole to thoroughly saturate the root ball and adjacent soil. j. Excess soil generated from the planting holes may be distributed on the site and amended as specified in general soil preparation. k. Hand place plants which are in containers less than one gallon in size I. Hand backfill and hamp tamp, leaving a slight depression around bases of plants. m. Planting tablets shall be set with each plant on the top of the root ball while the plants are still in their containers so the required number of tablets to be used in each hole can be easily verified. n. After the water has completely drained, planting tablets shall be placed as indicated per container size below: I gallon 5 gallon 15 gallon 18" box 24" box 30" box 36" box 42" box 48" box 60" box I tablet 2 tablets 3 tablets 4 tablets 5 tablets 6 tablets 7 tablets 8 tablets 9 tablets 10 tablets DATE: 20 JUNE 2011 "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE ________ _ DATE INlllAL DA TE INlllAL APPROVED REVIEWED BY: INSPECTOR JLR CARLSBAD 5454 PASEO DEL NORTE CARLSBAD, CA 92008 PLANNING PROJECT NO. Tel: {714) 680-0417 Fax: (714) 871-:5197 Email: e1ndes-la@pacbell.net ENGINEER OF WORK CONTINUED ON SHEET L14 REVISION DESCRIPTION OTI-IER APPROVAL CITY APPROVAL OWN BY: EF/JD CHKD BY: C.S.L RVWDBY: SOP 10-01 DATE DATE OATE DRAWING NO. 471-SL ..s::. ..J -' d\ r I o. The remainder of the hole shall be backfilled. p. After backfilling, an earthen basin shall be constructed around each plant. Each basin shall be of a depth sufficient lo hold at least two inches of water. Basins shall be of a size suitable for the individual plant. In no case shall the basin for a fifteen-gallon plant be less than four feet in diameter, for a five-gallon plant less than three feet in diameter and for a one-gallon plant less than less than two feet in diameter. The basins shall be constructed of amended backfill materials. q. Pruning shall be limited to the minimum necessary to remove injured twigs and branches and lo compensate for loss of roots during transplanting, but never to exceed one-third of the branching structure. Upon approval of the Landscape Architect, pruning my not be done before delivery of plant, but not before plants have been inspected and approved. Cuts over 3/4" in diameter shall be painted with tree seal. r. Staking and Guying (1) Staking of all trees shall confo,m to three staking and tree guying details. (2) Tree stakes shall be straight-grained, lodge pole pine. Stakes shall be free from knots, checks, splits or disfigurements. Guy as indicated immediately after planting, using three guys per tree, guys placed as to five equal support to tree from any direction. h1Stall a warning flag on each guy. Protect bark of tree by connecting wire with "Cinch-Tie". Anchor guy wires with "deadmen" buried at least 2 feet below finish grade. Tighten guy lines to a fim1 tension. Install additional guys shonld tree growth be such that three guy wires do not give required equal support from all directions. s. Vine Planting Vines shall have wood stake support removed without damage to plant and the vine trained upon the adjacent posts and walls as directed by the plan or Landscape Architect. Vines shall be held to posts and overheads by plastic green ribbon ("heavy duty") and eye bolts, not nails, as directed by the Landscape Architect or details. t. Where street trees occur within trcewells or are adjacent to a substantial amount of pavement, a sub-surface planter box ("Deep-Root" or approved equal) shall be used. Box shall be installed per Details. u. Location for street trees adjacent lo any light standards or utility equipment shall be adjusted to maintain a suitable clearance, as approved by the City Landscape Architect. 5. Planting of Ground Covers a. Ground cover plants shall be grown in flats or peat pots or taken as cuttings, as indicated on the plans. Flat grown plants (rooted cuttings) shall remain in those flats until transplanting. The flat's soil shall contain sufficient moisture that it will not fall apait when lifting the plants. If plants from peat pots are used, the pots shall be protected at all times prior to planting to prevent unnecessary drying of the root ball. b. Ground cover shall be planted in straight rows and evenly spaced, unless otherwise noted, at intervals called called out in the drawings. Triangular spacing shall be used unless otherwise noted in the drawings. c. Each rooted plant shall be planted with its proportionate amount of flat soil or in a peat pot, in a manner that will insure minimum disturbance of the root system, but in no case shall this depth be less than two nodes. To avoid drying out, plantings shall be ilmnedialely sprinklered after planting until the entire area is soaked to the full depth of each hole, unless otherwise noted on the drawings. d. Care shall be exercised at all times to protect the plants after planting. Any damage to plants by tramping or other operations of the Contractor shall be repaired immediately. 6. Planting of Lawn a. Lawn will be planted by hand seeding, hydroseeding, and /or sodding as indicated on the plans. b. After preparation of soil in accordance with the section on "Grading and Soil Preparation," the areas to be planted to lawn shall be rolled, raked ai1d floated to finish grade by any acceptable method, with the fmish grade by any acceptable method, with the finish grade being smooth and even, free of rocks and clods and reasonably well-finned. Prior to planting, the surface of the area shall be sufficiently loose and friable to receive the seeds of sod. c. Pre-Feritization: Just prior to the planting of turf, evenly broadcast appropriate fertilizer as specified in the approved soils report. d.Method (I) Seed: A satisfactory method of sowing shall be employed, using an approved, mechanical, power-drawn driller-seeder, mechanical hand-seeder or other approved equipment. The rate of application of seed will be specified on the plans and and in the specifications. 1he seed shall be covered by means of a wire drag, spike-toothed, harrow cultipacker or other approved device. Seeded areas shall immediately be compacted by means of a cultipacker, roller or other approved equipment weighing 60 to 90 pounds per linear foot of roller. Final rolling shall be at right angles to slopes to prevent erosion wherever possible metal staples typical for those used used on erosion control malting, if necessary. (2) Sod: Soil preparation, finish grading and fertilization shall be as specified for seeded lawns, except that the sub-soil finish grade shall be two inches below final grade to allow for the thickness of sod. Lay sod down in one direction only, with close fitted joints. Toe ends of each strip shall be staggered to eliminate continuous joining. Staple sod on steep slopes with metal staples typical for those used on erosion control matting, if necessary. e. Watering Immediately following planting or top dressing, if applied, apply a light fine, mist spray to anchor the seed and/or dressing lo to the soil, fo1ming a protective crust to prevent wind erosion and drying of the seed. 111e lawn areas shall be kept moist until fully genninated. Fully germinated lawn areas shall be allowed to dry sufficiently to permit rolling with approximately two hundred to three hundred pound water-weighted roller to satisfactorily compact the soil around the grass roots and provide a firm, smooth mowing surface. 7. Hydroseeded Application Procedures and Equipment a. Weed Control Upon the completion of the irrigation system and and after all existing weeds and growth havt: been removed from the commercial fertilizer (21-0-0) per acre as per planting area, apply 200 pounds of a manufucturer's instructions. Water all areas for times daily and until weed seeds ,have gellllinated. Cease watering for three days. Spray the non-selective herbicide "Round-up" to eradicate the genninated weeds. Translocation or approved equal period should be 7-10 days. Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of l /4 inch below the surface of the soil. If perennial weeds or grasses still exists, re-water four times daily for fourteen consecutive days, until the new growth appears. Re-apply a non-selective herbicide Remove weeds after herbicide has had suffic,ient time to kill. b. Equipment Hydraulic equipment used for the application of the fertilizer, seed and slurry of prepared wood pulp shall be of the "Super Hydro-Seeder" type. This equipment shall have a built-in agitation system and apcrating capacity sufficient to agitate, suspend and homogeneously mix a slurry contained not less than 40% of fibremulch plus a combined total of#7 fe11ilizer solids for each 100 gallons of water. The slurry distribution lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic spray nozzles which will provide a continuous non-fluctuating discharge. The slurry tank shall have a minimum capacity of 1,500 gallons and shall be mounted on a traveling unit, either self-propelled or drawn by a separate unit, which will place the slurry tank spray nozzles within sufficient proximity to the areas to be seeded. c. Preparation The slurry preparation shall take place at the site of work. Begin by adding water to the tank when the engine is at half throttle. When the water level has reached the height of the agiator shaft, good re-circulation shall be established and the seed shall be added. Fertilizer shall then be added, followed by wood pulp mulch. The wood pulp mulch shall only be added to the mixture after the seed and when the tank is at least one-third filled with water. The engine throttle shall be opened to full speed when the tank is half-filled with water. All the wood pulp mulch shall be added by the time the tank is two-thirds to three-fourths full. Spraying shall commence immediately when the tank is full. d. Application The operator shall spray the slopes with a uniform, visible coat by using the green color of the wood pulp as a guide. the slurry shall be applied in a sweeping motion in an arched streain so as to fall like rain, allowing the wood fibers to build on each other until a good coat is achieved and the material is spread at the required rate per acre. e. The Limit All slurry mixture which has not been applied to the slopes within four hours after mixing will be rejected and removed from the project at the Contractor's expense. f. Protection Special care should be exercised by the Contractor in preventing any of the slurry lo be sprayed inside any reservoir basin or into drainage ditches and channels which may impede the free flow of rain or irrigation water. Any slurry spilled into restricted areas shall be cleaned up at the Contractor's expense to the satisfaction of the Owner or City. All areas designated forhydroseeding shall be thoroughly watered prior to the hydroseeding. The Contractor shall note any discrepancy for complete water coverage and correct. The Contractor shall at this time note wind and weather conditions and submit a watering program to the Landscape Architect for approval prior to hydroseeding. g. Reseeding All bare spots shall be reseeded within 10 days to the satisfaction of the Owner and/or Landscape Architect. h. Watering (!) A balanced, full-coverage waterirg prograin shall be maintained to ensure proper germination until the acceptance of work. (2) Plants which caimot be watered efficiently with the existing water system shall be watered by means of a hose. i. Fertilization (Turf) Apply recommended fertilization prograin 45 days after the first mowing. Continue every 90-120 days. j. Maintenance and Irrigation Maintenance shall be the responsibility of the Landscape Contractor for a period of forty-five days. It is his responsibility to provide sufficient water. Moisture must be maintained on the soil once the slurry mulch has been applied and allowed to set for one day. The slopes can then be irrigated.Three are no set irrigation requirements in gallons per minute, duration oftin1e or nun1ber of gallons to be applied to the hydroseeded slopes. This will vary from day to day depending on the rate of growt)t and climatic conditions encountered. Tue soil surface shall be kept moist at all times, particularly durirg the seeding gemlination period. Failure to provide adequate moisture will result in desiccation of the new seedlings, in tum making it necessary for an additional application of seed, fertilizer and mulch. k. Soil test Contractor shall take soil san1ples from these approved locations. Agricultural suitability test shall be made of the soil samples. Test shall include, but not limited to Ph, ECE, SAR, NPK, BORON and half-saturation test. Copies of the results shall be sent to the Landscape Architect for review. Hydroseeded mix is subject to change upon review of a soil analysis. 8. Erosion Control a. Erosion control installation will be required in locations specifically delineated on the drawings or as necessary due to field conditions. b. Surface oflhe slopes shall be unifonnly smooth and even, with all debris and rocks raked out. The soil shall be sufficiently moist lo permit the firm laying of erosion control matting and to prevent sloughing of topsoil. c. The erosion control matting shall be laid with the direction of flow of surface drainage ai1d in accordance with the manufacturer's directions. The matting shall be cut to provide a visually pleasing slope. d. The matting shall he stapled in place and firmly embedded by means of tamping or rolling as approved by the Landscape Architect to insure that the matting is in contact with the soil and that no erosion can take place under the matting. e. Planting of turf, ground covers, shrubs and/or vines may be required in area protected by erosion control matting as specified in the plans or as becomes necessary. 9. Native Plant Areas a. Any planting areas designated as natural planting that are cleared off during any phase of the development must be re-established with an approved planting prior to acceptance of the tract. b. Comply with City Zoning and Subdivision Ordinance. c. Natural vegetation areas are subject to review and approval by the Landscape Architect, Fire Marshall and City Landscape Architect. Appropriate fuel management programs shall be addressed as a pait of the contracts documents for execution during site development. Budgeting for on-going fuel mai1agement programs should also be addressed as a part of the maintenance programs. E. CLEAN-UP After all planting operations have been completed remove all trash, excess soil, empty p ]ant containers and rubbish from the property. All scars, ruts or other marks in the ground caused by this work shall be repaired and the ground left in a neat ai1d orderly condition throughout the site. Clean-up Contractor shall pick-up all trash resulting from this work no less frequently than each Friday before leaving the site, once a week and/or the last working day of each week. All trash shall be removed completely from the site. Toe Contractor shall leave the site area broom-clean and shall wash down all paved areas within the Contract area, leaving the premises in a clean condition. 1he Contractor shall arrange for offsite disposal of surplus soil and shall, upon request, furnish the City or County's authorized representative with the disposal site Owner's written consent. F. INSPECTIONS Nonna! progress inspections shall be requested by the Contractor from the Landscape Architect at least 4 days in advance of an anticipated inspection. Inspections are required as follows: 1. upon the completion of fine grading 2. upon the completion of soil conditioning 3. prior to application of post-emergent weed killers 4. pre or post-delivery of all plant material 5. upon the completion of1najor plant layout 6. at the tree-staking exainple prior to sodding LANDSCAPE MAINTENANCE I. GENERAL REQUIREMENTS a. Scope ofW01k Work specified in this Section furnish all labor, material, equipment and services required to maintain the landscape in an attractive condition as specified herein for a period of ninety (90) days after final acceptance by Owner. b. Quality Assurance Tue Contractor's representative shall be experienced in landscaping maintenance and shall have received an education in ornamental. c. Maintenance Period The Contractor shall continuously maintain all areas involved in this Contract during the progress of the work and the maintenance period until fmal acceptance of the work by the owner. Tm proper maintenance or possible poor condition of any planting at the tennination of the scheduled maintenance period may cause postponement of the final completion date of the Contract. Maintenance shall be continued by the Contractor until work is acceptable. Maintenance period shall not start until all elements of construction, planting and iirigation for the entire project are in accordance with Plans and Specifications. The Contractor shall request an inspection to begin the maintenance period after all planting and related work has been completed in accordance with the Contract documents. A prime requirement is that all lawn areas shall show an even, healthy strand of grass seedlings or sod, either of which shall have been mown twice. If such criteria is met to the satisfaction of the Landscape Architect, a field notification will be issued to the Contractor to establish the effective beginning date of the maintenance period. Any day when the Contractor fails to adequately maintain plantings, replace unsuitable plants or do weed control or other work, as detennined necessary by the Landscape Architect, will not be credited as a maintenance period working days. The maintenance period will be extended if the provisions required the plans and specifications are not filled D. EMERGENCY NUMBERS (1) The Contractor shall provide and maintain a current list of emergency telephone numbers for 24-hour emergency response. (2) The Contractor shall initiate remedial action within two hours from the time of notification. .El'\11:.ER..A.L.D E. PROTECTION OF EXISTING FACILITIES AND STRUCTIJRES The Contractor shall exercise due care in protecting from damage all existing facilities, structures and utilities both above and below surface on the City/ Owner's property. Any damage to City's/ Owner's property deemed to be caused by the Contractor's responsibility to verify and locate any underground systems (i.e., utility line). This does not release the Contractor from the responsibility of taking reasonable precautions when working in these areas. Any damage or problems shall be reported immediately to the City/ Owner's representative. F. PROJECT INSPECTIONS Upon request the Contractor or his representative will walk the project with the City/ Owner's representative for the purpose of detemlining compliance with the specifications. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE: 20 JUNE 2011 "AS BUILT" TITLE ________ _ REVIEWED BY: INSPECTOR JLR CARLSBAD 5454 PASEO DEL NORTE CARLSBAD, CA 92008 .£:>o .E o S o I oe:,-o~ Calilbr1-i.ia License: #3098 305 N. Harbor Blvd, Suite 222 f---~-.J------------+---+---+---+-------------11 APPROVED [1:1('( §:(, ~~t _ PLANNING Fullerton, California 92832 DATE JN\TlAL Tel: (714) 680-0417 Fax: (714) 871-5197 E1nail: emdes-la@pacbell.net ENGINEER OF WORK DATE INITIAL REVISION DESCRIPTION OTI-IER APPROVAL DA 1E INITIAL Cl1Y APPROVAL DWN BY: EF1JD CHKD BY: C.S.L RVWDBY: PROJECT NO. SDP 10-01 DATE DATE DRAWING NO. 471-SL -0 -O'\ ~ ...c. HATCH INDICATES LANDSCAPE IRRIGATTED BY RECLAIMED WATER \ ~ -··•½':=~n ,77777:77;7~ , ;:1:,-,ffi:~'¼Yt';}f:/'f/;'.::;Ji:/J>// :,,;;: ~ • -,.c;;x;:-✓,,. ---:AJr-A · :· ·. 1/,\ ., . .'V//?J;i,o , · .. · . ••,"\?,'" ••';." ... { ;,•· ... . -. . , ,,.,,.. ,,.,,.. ,,.,,.. ,,.,,.. QI" Cd □) 17 I I n I I ALL LANDSCAPE IRRIGATION SHALL USE RECLAIMED WATER E~ER__A_Lr> ~o Eo So I oC3-o~ California License #3098 30.S N. Harbor Blvd, Su.ite 222 Fullerton, California 92832 DATE INlllAL Tel: (714) 680-0417 Fax: (714) 871-5197 Email: emdes-la@pacbell.net ENGINEER OF WORK • • • I -- '· I . -~ • l l . l ~'t'.• . CA 1/ . ...- ONE-STORY CONCRETE BLOCK BUILDING N (]) DATE: 20 JUNE 2011 "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE _________ _ DATE INITIAL DATE INITIAL APPROVED REVIEWED BY: rNSPECTOR JLR CARLSBAD 5454 PASEO DEL NORTE CARLSBAD, CA 92008 -~l..4t PLANNING DWN BY: Ei:EIJC! C.S.L PROJECT NO. REVISION DESCRIPTION CHKD BY: SOP 1H1 OTIIER APPROVAL CITY APPROVAL RVWDBY: . ' DATE . ' .,,. DATE ,. c,-I) DATE DRAWING NO. 471-SL