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Home My WebLink AboutDWG 437-6L; PIP 05-12; OAKS EAST LOT 31; 01-10CARLSB S EAST BUSINESS CE ER --LOT31 Lol~er Avenue East and Sea Lion Place Carlsbad, California RECLAIMED WATER NOTES 1. ALL WORK SHALL BE DONE lN ACCORDANCE WlTH THE CARLSBAD MUNICIPAL WATER DISTRICT'S "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" DATED OCTOBER, 1993. 2. ALL PUBLIC FACILITIES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS, ETC., SHALL BE PROTECTED FROM SPRAY BY RECl.AIMED WATER. 3. NO PONDING, RUN-OFF OR OVER-SPRAY lS PERMITTED. 4. HOSE BIBS ARE STR!CTL Y PROHIBITED. 5. ON-S!TE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE WATER UNES !S STRICTLY PROHIBITED. 6. NO SUBSTITUTION Of PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL Of THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL ON-S!TE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. "8, THE IRRIGATION SYSTEMS $HALL RUN BE1WEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. THE FOLLOWING MORNING (SPOT IRR!GAT!ON COULD BE DONE AT A DIFFERENT TIME) WITH QUALIFIED SUPERVISION PERSONNEL ON SITE. 9. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVERALL WIRING AND PIP1NG. 10. PRIVATE LOTS SHALL BE PROTECTED FROM CONTACT FROM RECLAIMED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION, THROUGH lRRIGA TION OR OTHER APPROVED USE. LACK OF PROTECT10N, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. CONTRACTOR SHALL ADJUST HEADS TO PREVENT OVER-SPRAYING ON ALL SIDEWALKS STREET AND PRIVATE LOTS. ' " 12. QUICK COUPLING VALVES SHALL HAVE A SPECIAL COUPLE KEY PER CARLSBAO-MUNICIPAL WATER DISTRICTS RULES ANO REGULATIONS. 13. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 14, ALL IRRIGATION PtPE SHALL BE STENCILED, COLOR--CODED (PURPLE) AND LAID W!TH WARNING TAPE PER THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. All POTABLE WATER ANO RECLAIMED WATER PIPING SHALL BE INSTALLED WITH THE SlcNCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 16. WHEN A POTABLE WATER LINE AND RECLAIMED WATER UNE CROSS, THE RECLAIMED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FORA TOTAL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPARATION BElWEEN POTABLE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECLAIMED LINE. 18. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BElWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. 19, THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT ANO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 20. QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: A QUlCK--COUPLING VALVES SHALL BE 1 INCH NOMINAL S!ZE NELSON #7645, WITH BRASS CONSTRUCTION ANO A NORMAL WORKING PRESSURE OF 150 P.S.I. OR_ RAINB!RD #44 NP. 8. IN ORDER TO PREVENT UNAUTHORIZED USE, THE VALVE SHALL BE OPERATED ONLY WITH A SPECIAL COUPLER KEY WITH AN ACME THREAD FOR OPENING AND CLOSING THE VALVE. C, THE COVER SHALL BE PERMANENTLY ATTACHED TO THE QUICK..COUPUNG VALVES. IT SHALL BE PURPLE RUBBER OR VINYL D. LOCKING COVERS ARE REQUIRED. 21. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF HEAL TH SERVICES. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. *22, DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS ftoo NOT DRINK" ON THESE PLANS. "23, AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRIT!NG. TH!S lNOIV!DUAL SHALL BE FAMlLIAR W!TH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW!CROSS-CONNECT!ON PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECLAIMED WATER SYSTEM, COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF HEAL TH SERVICES ANO CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT __ ~T~ED=T~C~HA~N~G~_AT (619) 223-1663 OR AFTER HOURS CONTACT TED TCHANG AT (619) 223-1663: 24. SHOW ALL PUBUC & PRIVATE POT ABLE WATER MAINS ON IMPROVEMENT PLANS. "1TEM NOS. 8, 19, & 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECLAIMED WATER ITEM NO. 22 THE SIGNAGE PLAN SHALL BE PART OF THIS LP. BUT THE ACTUAL SlONS & TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF R.C. WATER. 25. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS !RRIGA TEO WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED JNSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VlSIBLE. PLACE ON 8~1/2" X 11~ SIZED SIGN. COLOR: PURPLE B.A.CKGROUND WITH BLACK LETTERING. 1. GUIDELINES FOR RECLAIMED WATER USE A, !RRIGA TE BETWEEN THE HOURS OF 10:00 P .M. AND 6:00 A.M. ONLY. WATERING OUTSIDE TH1S TIME FRAME MUST BE DONE MANUALLY wtTH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORPJIAL SCHEDULE. B. IRRIGATE !NA MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRAT!ON RATE OF THE SOIL TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS {I,E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOlL ABSORPTION). C. ADJUST SPRAY HEADS TO EUM!NATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS ANO LOTS, AND STREETS AND SlOEWALKS. ' 0. MON!TOR ANO MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MA'JcRtAL FAIWRE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. MARCH 2004 Page 3 of 4 RECLAIMED WATER NOTES E. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EOUCA TING EACH EMPLOYEE ANO ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECLAIMED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED THAT WATER IS FOR IRRIGATION PURPOSES ONLY AND JS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES ANO MODIFICATIONS TO ANY PRIVATE ON-S!TE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY. THE DISTRICT ENGINEERING OFFICE AND DESIGNED !N ACCORDANCE WITH DISTRICT STANDARDS. 1. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3~ X 4~. PURPLE IN COLOR, WITH THE WORDS" WARNING RECLAIMED WATER~ DO NOT DRINK" IMPRINTED ON ONE SIDE, AND ~AVISO-AGUA IMPURA -NQ TQMAR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS f.AANUFACTURED BY T, CHRISTY ENTERPRISES OR APPROVED EQUAL. B, ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP QB 2. ATTACH TO SOLENOID WIRE DlRECTL Y OR WITH PLASTIC TIE-WRAP QB. 3.ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT, 2. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER SPRINKLER HEADS. G. EACH AUTOMATIC CONTROLLER AND !TS ASSOC!ATEO EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS 8 REC! AIMER WATEF{USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT lT CAN BE REAOIL Y SEEN BY ANY OPERA Tl CNS PERSONNEL UTILIZING THE EQUIPMENT. ~----Bl.ACK LOGO ~--!" BLACK LETTERS \ 1-------PURPLE BACKGROUND \ 2" Bl.ACK LETTERS 36"\.----------1--.J, \ 12" X 36" SIZE \ I WARNING RE2YCLED WATER / DO NOT DRINK / RECYCLED WATER WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAR 12" 18 In Order To Conserve Water RECYCLED WATER IN USE DO NOT~ NO TOME DRINK ~ELAGUA WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESl'UES DE USAR .032 ALUN!MUM .060 ABS PLASTIC OR STICK-ON VINYL SIGNS lYPICAL SIGNS "DO NOT DRINK" GENERAL NOTES (the contractor shall): • VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. • OBTAIN ALL REQUIRED PERMITS. • PROTECT ALL EXISTING UTILITIES AND SERVICE LINES- 1. GU!DEUNES FOR RECYCLED WATER USE 1. IRRIGATE BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM ONLY. WATERING OUTSIDE THE TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANYTIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2, IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL !NFIL TRATION RATE PRESENT. THE PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS. (LE. EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXJMUM SOIL ABSORPTION. 3, ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPtE, POOL DECKS, PRIVATE PAT10S AND LOTS, AND STREET ANO SIDEWALKS. 4. MONITOR ANO MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT ANO MATERIAL FAIWRE, BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINO US BASIS ON THE PRESENCE OF RECYCLED WATER, PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRlGA TION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HANO WASHING, CLEANING OF TOOLS, ETC, GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES lN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. !TIS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MOFIC!ATIONS TO NJY PRIVATE ON¥SITE FACILITIES, SUCH CHANGES MUST BE.SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE W!TH DlSTR!CT STANDARDS. 7. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC 3~ X 4~ PURPLE IN COLOR WITH THE WORDS~WARN!NG RECLAIMED WATER¥ DO NOT DRINK~ IMPRINTED ON ONE SIDE, AND "NO TOME El AGUA~ ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT ANO Bl.ACK IN COLOR, USE TAG AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. 8. ON TAG SHALL BEATTACHEDTOEACHVALVEAS FOLLOWS. 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR 3. ATTACH TO VAL VE COVER W!TH EXISTING VALVE COVER BOLT. 4. Ali SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS, ABBREVIATIONS ABS ACRYLON!TR!LE BUTAD!ENE EA. EACH STYRENE EC END OF CURVE ADJ, ADJACENT EJ EXPANSION JO!NT ALT. ALTERNATE ELEC. ELECTRICAL APPROX. APPROXIMATE ELEV. ELEVATION AC ASPHALT CONCRETE EO. EQUAL ASTM AMERJCAN SOCIETY FOR EXIST. EXISTING TESTING AND MATERIALS FB FIELD BOOK @ AT FL FLOWLINE BC BEGINNING OF CURVE FG FINISH GRADE BD, BOARD FIN. FINISH BFP BACKFLOW PREVENTION UNIT FS FINISH SURFACE BLDG. BUILDING FT, FEET BM BENCH MARK GA GAUGE BS BOTTOM OF STAIR GALV. GALVANIZED BTH BROWN TRUNK HEIGHT GPM GALLONS PER MINUTE BW BOTH WAYS HORlZ. HORIZONTAL CB CATCH BAS!N ID INSIDE DIAMETER CL CENTER LINE INV. INVERT ELEVATION cc CENTER TO CENTER IN. INCH 2. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USE FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1ff HIGH ON A PURPLE BACKGROUND, THE SIGN SHAU BE PLACED SO THAT IT CAN BE READll Y SEEN BY ANY OPERA.T!ONS PERSONNEL UTILIZING THE EQUIPMENT. INSPECTION PROCEDURES 1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINER B. TENCH DEPTHS. C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY) O. PIPE IOENTIFICAT!ON E, POINTS OF CONNECTION (POC"S) F. LOCATION ANO IDENTIF1CATION OF SPRINKLER HEADS G. WARNING SIGNS AT THE SITE AND ON THE 1RUCK$ HAULING RECYCLED WATER (IF RECYCLED WATER IS USED FOR CONSTRUCTION) AN APPROVED LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH PRIOR TO FINAL INSPECTION APPROVAL_ 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECYCLED WATER. 8. WARNING SIGNS ANO LABELS. C. QUICK COUPLING VALVES. D. Al.L ASPECTS OF THE 1RR!GA TION CONDfflONS INCLUDING WINDBLOWN SPRAY, RUNOFF AND PONDING. E. REQUIRE PROTECTION OF ALL RESIDENTIAL AREAS. F. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. G. CROSS -CONNECTION. 3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHlCK SHOULD COVER PARTS ~A", •s"' AND "G• OF THE DISTRICT FINAL INSPECTION. PROJECT SITE SHEET INDEX: NORTH T-1 TITLE SHEET 1 L-1 IRRIGATION PLAN & LEGEND----2 L-2 IRRIGATION PLAN--------3 L-3 IRRIGATION DETAILS -------4 L-4 IRRIGATION DETAILS-------5 L-5 IRRIGATION SPEC'S. -------6 L-6 PLANTING PLAN 7 L-7 PLANTING PLAN & LEGEND-----8 L-8 PLANTING DETAILS g L-9 PLANTING SPEC'S. -------10 PA PB PE PL POB POC pp PRC PSI PVC PVMT. QCV R RCP RCV RP RWD. SD SORSD NORTH NT.S PLANTING AREA PULL BOX POLYETHYLENE PROPERTY LINE PO!NT OF BEGINN!NG POINT OF CONNECTION POWER POLE POINT OF REVERSE CURVE POUND PER SQUARE INCH POLYVINYL CHLORIDE PAVEMENT QUICK COUPLER VALVE RADIUS REINFORCED CONCRETE PIPE REMOTE CONTROL VALVE REDUCED PRESSURE BACKFLOW DEVICE REDWOOD STORMDAAIN SAN DIEGO REGIONAL L-10 IRRIGATION PLAN/ AS BUil TS 11 L-11 IRRIGATIONPLAN/ASBUILTS 12 CARLSBAD MUNICIPAL WATER DISTRICT WILLIAM PLUMMER COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH Land And Water Quality Division DATE CJ CONTROi. JO!NT JOIN MATCH ADJACENT FINISH STANDARD DRAWING CLF CHAIN LINK FENCE GRADE VERT. AND HORIZ. SECT, SECTION GLENN LEEKS DATE co CLEAN OUT JT. JOINT SHT. SHEET CQNC_ CONCRETE LB. POUND SPECS, SPECfFICATIONS CONST. CONSTRUCT LF LINEAL FEET ss SANITARY SEWER CF CUBIC FOOT MANUF./MFG. MANUFACTURER SSPWC STANDARD SPECJFICA TIONS CSP CORRUGATED STEEL PIPE MAX, MAXIMUM FOR PUBLIC WORK CONST. CTH CLEAR TRUNK HEIGHT MH MANHOLE SQ.FT. SQUARE FEET CY CUB!CYARD MIN. MINIMUM TC TOP OF CURB DBL DOUBLE MISC. MISCELLANEOUS TG TOP OF GRATE DET_ DETAIL NIC NOT IN CONTRACT TS TOP OF STAIR DF DOUGLAS FIR NO.I# NUMBER TW TOP OF WALL DF DRINKING FOUNTAIN NTS NOTTO SCALE TYP_ TYPICAL DG DECOMPOSED GRANITE oc ON CENTER VERT. VERTICAL DIA DIAMETER OD OUTSIDE DIAMETER WI W!TH WM WATER METER Environmental Health Specialist REVIEWED: ENGINEERING PLAN CHECKER DATE Gary F. Hoyt DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG • BE SOLELY RESPONSIBLE FOR COMFORMING TO ALL LOCAL. STATE AND FEDERAL SAFETY AND HEAL TH STANDARDS LAWS AND REGULATIONS. APPROVED FOR PLANTING & IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF THE PLANTING AREAS. landscape architecture, inc. 13625 Adrian SI. Poway CA 92064 PHONE (858) 486-4931 U\JOERGROU% SE~VICE ALERT OF SOUTHi::RN CALIFCRN!A • FOR DISCREPANCIES AND OMISSIONS CONTACT LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. ghoyl@garyfhoytinc.com Bldg c-5910 t Sea Lion Place ( l ( '.t'.t,.~,,r-A \ f" ---.-~-, -! ' ' ' l l : \ Bldg D-5900 Sea Lion Place -I ' -\ I \ ' r --I \; ---I \ > -·-I I I ----\ ~I I --I h·'· --· 1 I I 4, ~--/ I I /. ( - L I I r-,-- /··~· ,_ I - ---------------------------~ ----PROPOSED RECYCLED WATER MAINLINE OMISSION STATEMENT / ' -PROPOSED RECYCLED WATER USAGE THERE ARE NO DRINKING FOUNTAINS, DECORATIVE FOUNTAINS, * PROPOSED POINT OF CONNECTION COMFORT STATIONS, OUTDOOR EATING AREAS, SWIMMING POOLS, PLAYGROUND EQUIPMENT, OR WELLS ON THE SITE. i.J DO NOT DRINK SIGNS ( 4-TOTAL) Recycled Water Area Use Map -FIRE HYDRANT CARLSBAD MUNICIPAL WATER DISTRICT 1, WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED INACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICrs WATER SYSTEM DES!GN GUIDE, SPECIFICATIONS AND STANDARD DRAWINGS, MAY 2003 OR Af3 AMENDED. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE OIVIS!ON OF lNDUSTRtAL SAFElY ANO PROVlDE PRQOF OF OSHA NOTlFICAT!ON BEFORE ANY EXCAVATION AND SHALL ADHERE TO All PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 3. A PRECONSTRUCTION CONFERENCE MEETING SHALL SE HELO A MINIMUM OF SEVEN (7) DAYS BEFORE CONSTUCTION BEGINS. CONTACT THE CITY OF CARLSBAD LANDSCAPE INSPECTOR· {760) 815 6708 FOR SCHEDULING. 4. THE CONTRACTOR SHALL NOTIFY THE C!TY OF CARLSBAD U\NDSCAPE ARCHITECT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY SE PROVIDED~ TELEPHONE NO. (760) 815 6706 5, NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT. ALL EXISTING TREES AND STRUCTURES SHAU. BE REMOVED PRtOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS $HAL REQUIRE WRITTEN PERMISSION FROM THE CITY OF CARLSBAD DEPUTY ENGINEER, 6. ALL BURIED COPPER PIPING AND APPURTENANCES SHALi. BE PROTEC TEO BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SO!LS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE CITY INSPECTOR ENGINEER WILL CONSIDER AN ALTERNATE FORM OF PROTECTION, 7, THE EXACT HORIZONTAL ANO VERTICAL ALIGNMENT ANO 1YPE OF MATERJALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 8. ALL RECYCLED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED fN ACCORDANCE WITH THE •CARLSBAD RECLAMATION RULES AND REGULATION FOR THE CONSTRUCTION OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT." OCTOBER 1993 OR AS AMENDED, 9. ALL RECYCLED WATER SERVICE SHALL BE SIZED AS NOTED ON PLAN 10. ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE AS MANUFACTIJRERED BY ARMORGAST OR EQUAL 1 f. MINIMUM SPACING BETINEEN RECYCLED WATER MAINS AND SEWER SERVICES SHALL BE 10 FEET. 12. THE TOP OF WATER METER BOXES SHALi. SE FLUSH WITH THE F!NJSHED SURFACE GRADE. 13. CONSTRUCTION OF WATER MAINS ANO RECYCLED WATER MA!NS SHALL ADHERE TO THE ~CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS• PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEAL TH SERVICES, LANDSCAPE ARCHITECT: Gary F. Hoyt landscape architecture, inc. 13625 Adrian St. Poway CA 92064 PHONE (858) 486-4931 ghoyt@garyfhoytinc.com N.T.S DECLARATION OF RESPONSIBLE CHARGE f HEREBY DECLARE THAT I AM THE LICENSED LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. ' I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE COUNTY OF SAN DIEGO, DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ' THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. FIRM NAME & ADDRESS: GARY F. HOYT LANDSCAPE ARCHITECTURE, INC, 13625ADRIAN ST_ POWAYCA92064 PH. (858) 486-4931 . ~·· SIGNATURE DATE REGISTRATION NO. 2517 ------ EXPIRATION DATE 12-31-06 T-1 INSPECTOR DATE l------<i---l-----~-------<1----1---4--4-----1 '-I s==H1E=ET=-l-===c=1T=Y:::::::=::::o=F=c=A=R=L=s=s=A=D===-::::I =J?=I " PLANNING DEPARTMENT TITLE SHEET CITY & DEH PLAN CHECK COMMENTS 03/06/0 DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE PLANS FOR• CARLSBAD OAKS EAST -(LOT 31) BUSINESS CENTER SEA ION PLACE 5900 5910 5920 59:lO CARLSBAD CA APPROVED BY: ---~l!!!'.L...~'(J,/,L ___ J-z:t-07 ASSISTANT PLANNING DIRECTOR DWN BY: PROJECT NO. CHKD BY: MSA RVWD BY: GFH PIP 05-12 DATE DRAWING NO. 4376L c---852 -~ - ). V, --J u-' C ~ -· -f'-..... -- __,_ EXISTING SLOPE l~RIQATION, PROTECT IN Pl.AC~ . r- \J) <( w lt\11 w > <( O:'. ~-'f) w ,,.,_ 1 'i 'II (\') ':L () -1 DIAL TOLL FREE 1-800-227-2600 AT LEAST 1WO DAYS BEFORE YOU DIG U~JERGROUND SERVICE ALERT OC" SOUT4ERN CAUFORNIA ·-. ---~ -----·--·- w · 1 314' EXISTING SLOPE IRRIGATION, PROTECT IN PLACE 1114" _ 3/4' TEMPORARY P.O.C. NO MASTER VAJ..VE OR BACKFLOW INSTALLED. MAINLINE AND LATERAL LINES SHOWN WITHl,,,N_+- PAVING FOR CLARITY __QNJ.Y,ASZ-1:J;O;LMll'tf'JliNE LOCATION lrn!NIMUM OF 18" OFF T HARDSCAPE AND OTHER OBSTACLES 314• 1" APPROVED FOR PLANTING & IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF THE PLANTING AREAS. CONTROLLER 'A' -SEE LEGEND -~oo • 1" 1.5" , DRIP 32 Gary F. Hoyt landscape architecture, inc. 13625 Adrian St. Poway CA 92064 PHONE (858) 486-4931 ghoyt@garyfhoytinc.com POINT OF CONNECTION IRRIGATION LEGEND P.O.C. SYMBOL MANUFACT. MODEL NO. I DESCRIPTION M P,O.C. PROPOSED 1112~ RECYCLED WATER METER BY OTHERS, VERIFY LOCATION (REFER TO UTILITY Pt.AN) ·---,,_ ··~--· --··-···----. . ,.,,_,_ --------.' --"-__ ,, ___ ,, ____ ------- ~ FEBCO 825YA 11'2" BACKFLOW PREVENTION ASSEMBLY li5J WILKINS 70 -1 112• PRESSURE REGULATOR SET AS NEEDED IF STATIC PRESSURE IS MORE THAN 90 PSL lg HUNTER A-ICC-2400Pl 24 STATIONS PLASTIC CABINET . _,,_ -.......... __ ,,,_ -----,., . ----------"-· ------ !MVI HUNTER ICV-151G-AS-R PLASTIC REMOTE CONTROL VALVE. ----------- 19 HUNTER ICV-XXX-AS-PS PLASTIC REMOTE CONTROL VAL VE W/ACCU SET SET IN G.C.AREASONLY & 3' AWAY FROM AC/ CONC OR ANY VISIBLE AREA !BJ HUNTER WRC WIReLESS RAIN SeNSOR, SHUT-OFF UNIT SET PER MANUFACTURERS SPECS ►◄ KB! BTU SERIES (LINE SIZE) ----· ----·--------·---_,,,. ---------------~ SUBSURFACE DRIPPERLINE NETAFlM lnstall4~ befow grade (min.) I 35 ~I NETAF!M 'TECHUNE' CV/TLCV9--18-10 ® SPEARS SPEARS/ BALL VALVE #2121-007 ORlPPERUNE FLUSH VALVE ... OR!f2PERLINE FILTER NETAFIM 'TECHFILTER' TF10L918-1000 NETAFIM Install downstream of Remote ConloJ Valve (drip areas only typ.) ------ @ NELSON #7646 QUICK COUPLING VALVE (NON-POTABLE W!ACME THREADS} PACIFIC PLASTICS SCH 40 FOR LATERAL PIPING SET 12ft BELOW GRADE (NON-POTABLE) PURPLE PIPE ----PACIFIC PLASTICS Cl.ASS 315 MAINLINE PIPING SET 18" BELOW GRADE (SIZE PER PLAN) f SCH. 40 • 1 112" OR SMALLER {NON-POTABLE) PURPLE PIPE _____________ . - PIPE SLEEVING TO BE PS FOLLOWS: UNDER VEHICLE PAVING: INSTALL MAINS, WIR!NG & LATERLAS !N SEPARATE PVC SCH. 80 SLLEVES WITH 30' COVER -------PACIFIC PLASTICS UNDER PEDESTRIAN PAVING: -------INSTALL MAINS & WIRING IN SEPARATE PVC SCH. 40 SLEEVES WITH 18' COVER. UNDER PEDESTRIAN PAVING: JNSTALL LATERALS !N SEPARATE PVC 2CH. 40 SLEEVES WITH 12' COVER. NO SYMBOL HUNTER HUNTER ~HCV" LOW HEAD DRAINAGE CHECK VALVE. NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL {U.L. APPROVED} iii:] AS APPROVED RECYCLED WATED "DO NOT DRINK" SIGN (4 TOTAL) NOTE; INSTALLATION OF SUB-SURFACE IRRIGATION SHALL CONFORM TO NETAFIM "TECHLINE DESIGN GUIDE" LA TEST EDITION. CONTRACTOR SHALL OBTAIN A COPY OF THE GUIDE PRIOR TO CONSTRUCTION. ELECTRICAL NOT SHOWN AS APPROVED IRRIGATION CONTROL WIRE#14UF AWG D!RECT BURIAL (U.L APPROVED) NOT SHOWN AS APPROVED SPEARS~ DRI-SPUCE DS-100 AND 300 SEALANT WATERPROOF WIRE CONNECTOR [§ NIA 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD . ----- CONTRACTOR SHALL ROUTE A MIN, OF 2 COMMON WIRES AND 3 CONTROL WIRES FROM CONTROLLER "X" TO THE G LIMITS OF WORK SAID WIRES SHALL BE INSTALLED WITHIN A LARGE PLASTIC PULL~BOX AT THE LIMITS OF WORK NIA CONTRACTOR SHALL VERIFY ALL IRRIGATION SYSTEM LA YOLJT !N FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING AND PRIOR TO COMENCING WORK. SPRINKLERS SYMBOL -··-""'' -. ·------.. ,----s-•--•-, -,--"'"' -----. --, Q TO H F MANUFACT. MODEL NO. J DESCRIPTION GPM PSI RADIUS DETAIL ~ ~ ., ... RAJNBIRD 1812-NP-SAM-PRS-PCS-fS.SHRUB .26 .35 .52 1.05 30 B FT 1-19 (') 0 e G RAINBIRO 1812-NP-SAM-PRS-PCS-12-SHRUB .65, .87, 1.3, 2.6 30 12FT 1-19 El B 0 fl] RAJNBIRO 1812-NP-SAM-PRS-PCS-15-SHRUB .93, 1,23, 1.85, 3.70 30 15FT 1-19 El RAINBIRO 1812-NP-SAM..PRS-15EST SHRUB-END STRIP 0.61 30 4'X8' 1-19 El RAINBIRO 1812· NP-SAM..PRS-15CST SHRUB--SIOE STRIP 1.21 30 4'X15' 1-19 )C RAIN B!RD MPR-NP-STREAM BUBBLER HEAD 0.5 30 3FT 1-19 (1) HUNTER ROTOR PGJ-12-V-1.0 1 30 24 1-19 POINT OF CONNECTION 'A' 1 1/2" WATER METER-NON-POTABLE ELEVATION 433 FT. APROX STATIC PRESSURE 9B PSI. TO BE VERIFIED SET PRESSURE REGULATOR AT NOT LESS THAN 90 PSI. CONTROLLER ICC~2400PL ' . --------- PEAKFLCMI A19 = 33 GPM STATIONS AVAILABLE 24 ------ STATIONS USED 22 NORTH o' 20' ACTUAL POC LOCATION TO BE AS DESIGNATED BV WATER DISTRICT ANO OWNER'S AUTHORIZED REPRESENTATIVE, DETAIL NIA 1-2 1-2 NIA 1-3 1-5 1-1 1-6 1~12 !-14 !-15 1-16 !-13 1-7 1-6 1-9 1-8 1-9 - 1-9 NIA NIA SEE TITLE SHEET CONTRACTOR SHALL VERIFY ALL POC AND MAINLINE ROUTING INFORMATION PRIOR TO COMMENCING WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSTALLATION OF ALL REQUIRED COMPONENTS DOWN-STREAM OF THE PROPOSED METER SCALE 1" = 20'-o" LOW HEAD DRAINAGE: CONT ACTOR SHALL INSTALL CHECK VALVES (HUNTER "HCV") TO PREVENT LOW HEAD DRAINAGE AT EACH SPRINKLER AS REQUIRED SEE SHEET L-3 FOR IRRIGATION DETAILS & NOTES SEE SHEET L-4 FOR IRRIGATION DETAILS & NOTES SEE SHEET L-5 FOR IRRIGATION SPEC!FICA TIONS THIS SHEET KEY MAP BUIL TH RE:~1:V~ BY, ~6r:- INSPECTOR 60' L-1 DATE t-----t---+-------------t---+---+---t---1 sH2EET I CITY OF CARLSBAD ~o PLANNING DEPARTMENT L_1Q_j ;:l=R=R=IG=A=T=-10-=N=P=LA=N============-===:::: LANDSCAPE PLANS FOR• \.~D5.9A ,.,_,Q ~y,0YT CARLSBAD OAKS EAST -(LOT 31) BUSINESS CENTER SEA LION PLACE 5900 5910, 5920 5930 CARLSBAD CA APPROVED BY: C < ~~ "'? -y ?,t """="' •" 0,: C,,_L\tO -..c----~~ DATE INITIAL ENGINEER OF WORK CITY & DEH PLAN CHECK COMMENTS OATE INlllAL REVISION DESCRIPTION OTHER AFPROVAL 03/06/0 DATE INITIAL CITY APPROVAL I,!._ ___ 3-29-07 ASSISTANT PLANNING DIRECTOR DATE DWN BY: CHKD BY: RVWO BY: MSA GFH PROJECT NO. PIP 05-12 DRAWING NO. 4376L C-852 I ,.. r -o o..-,9,J DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SE'i:V!CE ALERT OF SOJ-HERN CALIFORNIA I APPROVED FOR PLANTING & IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF THE PLANTING AREAS. t·1:f· I Gary F. Hoyt landscape architecture, inc. 13625 Adrian St. Poway CA 92064 PHONE (858) 486-4931 ghoyt@garyfhoytinc.com ) I I I I I I I I I j ! j I j /_ I j I I I / ' / I • / • • I !IRRIGATION PRESSURE LOSS CALCULATION Project: Carlsbad Oaks (Lot 31) :con!roller"A" By: GFH Water Meter Size 1·112" H,G.LFT 660 Elevation POC FT 433 Static P. at Source 96291 Control Valve No.: A 11 Max. Demand: SYSTEM tlf!AO GAIN OR LOSS vation at X r-r;o:.:1a:rcsc-:l'S:cte=m:-;Hcre:ca=G"'-"aia::n-:o:-:,,,(l-:o:::s:::s,;-)----t-----;---,:;-,;ITTJ PsI· · ··· ... < ······-... -...... TOTAL SYS NOR(LOSS) -1.30 . PIPINGLOSS ~-~ SECTION TYPE SIZE LENGTH GPM IN .-:;I Mainlines 1 CLAS:s 315 3" 0 0 o.oo 2 St.;H 40 2" i 615 32 6., ! 3 SCH40 1/ 112" 0 0 o.ou Lateral Lines :; • ( 1 SCH40 2-11L." 0 0 Q U\J 2 SCH 40 2" 0 ·o~--0.00 3 SC,H40 11112" 70 32 180 4 SGH40 . 11,~ I 36 18 0.45 5 SCH40 1" 13 13 0.28 6 ovH 40 :'!14" ·-··-or 8 ·-,_. 0.31 MISCl:l.].ANEOI.IS LOSS/GAIN • j TOTAL PIPING LOSS J9:05) . --j· • f . '·· .. . .. , ,~w ,_,, "., ,,, "" ~•·-•· •• ' ( • ~-• j l • ITEM SIZE INPSI service Line·-2·112" ; 0.50 water Meter 1-112" 2.10 , cac ... ow Preventer 1·112' 1.:.50 vtrainer NA ' 0.00 • r1lter NA o.o, , =te,oa.t va1ves 2." 2,00 Master Valve 1-1,..: ' 1.ou ,.,ressure Regulator 1•12" 4.00 Control \/alve 1-112" 1.:,0 10% Fittings loss .. 1.51 ' ,uTAL_ NDSCEL°!:JJilEcfus Losffl (25.61) l TO,,._ SYSTEMLOSSIGAiN (35.9t\) "fllUNiMUM rr<ESSU~ A! "V,,._ T/f!: ' (50.00) DESIGN.PRE:SSURE ' ·-· (85.95) ' l ' PRESSUREATSOURCEi ' 98.29 . ' RESIDUAL PRESSURE ' 12.34 l ' . ' ! THIS SHEET NORTH MAINUNE1AND LATERAL LINES SHOWN WITHIN --..._---11 l'A.\(ING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATIQN TO BE A MINIMUM OF 18" OFF ADJACENfHARDSCAPE AND OTHER OBSTACLES (TYP). • o' 20' SCALE 1" = 201-0" HAS BUIL TH 60' L-2 ~a-(..J.l 3/z,f,z 7 EXP /31/op, DATE • I SEE SHEET l-3 FOR IRRIGATION DETAILS & NOTES SEE SHEET L-4 FOR IRRIGATION DETAILS & NOTES SEE SHEET L-5 FOR IRRIGATION SPECIFICATIONS INSPECTOR DATE t------+--+-----------+--+---+---t---t ~I S=H3E=ET:::'..I =C=IT=Y=O:::::=::::F=C=A=R=L=S=B=A=D====--=I =~=!I ~ PLANNING DEPARTMENT CITY&: DEH PLAN CHECK COMMENTS 03/06/0 DA lE INITIAL DATE INITIAL OATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IRRIGATION PLAN LANDSCAPE PLANS F□R, CARLSBAD OAKS EAST· (LOT 31) BUSINESS CENTER SEA LION PLACE 5900 5910. 5910 5930 CARLSBAD, CA APPROVED BY: ,.,__ ___ J·iff-07 ASSISTANT PLANNING DIRECTOR DATE OWN BY: CHKD BY: MSA RVWD BY: GFH PROJECT NO. PIP 05-12 DRAWING NO. 4376L WAf.L ~ [Ihm1m>· NOTE: WIRES TO CONTROLLER 0 MOUNT WIRELESS AAIN-CUK ON ANY SURFACE WHERE IT WILL BE EXPOSED TO UNOBSTRUCTED RAJNFALL, BUT NOT IN THE PATH OF SPRINKLER SPRAY. REV BY APPD DATE WIRELESS RAIN-CLICK SECTION NOS6ALE 1. HEAT BRAND ·ev" ON LIO IN 2~ HIGH CHARACTERS 2. tffl.'A£RJNO PLASTIC VALVE BOX W/LOCKING LIO PURPLE FOR RECYCLED 3. FINISH GRADE 4. PVC BLOCKED TRUE UNION BALL VAL VE PER IRRIGATION LEGEND 5. SCH 40 PVC FEMALE ADAPTER -2 REQUIRED 6. MAINLINE PIPING PER IRRIGATION PLAN 7, VALVE BOX EXTENSION{S) AS REQUIRED 8. COMMON BR:lCK -4 REQUIRED 9. 314" CRUSHED ROCK -4' DEPTH 10. 1" IN TURF AREAS AND 2" IN SHRUB AREAS 11. REFER TO SPECIFICATIONS FOR PIPE DEPTH NOTE: A. WRAP BOTTOM AND SIDES OF VALVE BOX WITH FILTER FABRIC TO COVER OPENINGS (1YP,) B. USE TEFL.ON TAPE ON ALL MALE PIPE THREADS REV BY APPD DAT DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNOERGROL;.JC SERV!(;E ALE'?T OF SOUTHERN ~LIF◊R'JI/\ PVC BLOCKED TRUE UNION BALL VALVE 1 0 0 0 DRAWING NUMBER 1-1 DRAWING NUMBER 1-6 11------- 2)------- 4 6 FLOW 71---.J 1. BRASS NIPPLES 2. BRASS ELLS {4} 3. BRASS UNIONS (2) 4. 4~ (NOM.) CONC. BASE 5. FINISH GRADE 6. 1 CU.FT.GONC. THRUST BLOCK EACH SIDE 7. COPPER PIPE TO WATER METER-SEE SPEC. ,,------{is ,,------{9 ~-----{10 l+f.------<-11 4" (1YP.) SECTION NO SCALE 8. REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER ASSEMBLY 9. BRASS UNION 10. BACKFLOW PREVENTER ENCLOSURE W/LOCK {IF SPECIFIED) INSTALL PER MANUFACTURER 11, BRASS THREADED RISER 12, 90% COMPACTED SUBGRAOE 13. PVC PRESSURE LINE TO VALVES 14. FEMALE ADAPTER NOTES: 1. USE PIPE SUPPORTS FOR STABILITY AS REQUIRED ON ASSEMBLIES OVER 2-INCH SIZE. 2. PROVIDE PRESSURE REDUCING VALVE WHEN SYSTEM PRESSURE EXCEEDS BO PSI, OR WHEN RECOMMENDED BY BACKFLOW MANUFACTURER 3. INSTALL PER CMWO STD OWG, # W-20 REV BY APP DA DRAWING NUMBER • 2" REDUCED PRESSURE BACKFLOW PREVENTER AND PRESSURE REGULATOR 1 @ 1211 4 5 6 3 1. 10~0IA. PLASTIC VALVE BOX, ''Q" ON LID PURPLE FOR RECYCLED WATER lNSTALL 2• ABOVE GRADE IN GROUNOCOVER/ 1" IN LAWN 2. FINISH GRADE 3. PAVING OR STRUCTURE 4. QUICK COUPLER WITH LOCKING RUBBER CAP 5. 5H DEPTH PEA GRAVEL 6. INSTALL BOX LEVEL WITH 4 STANDARD BRICKS 7, RED BRASS COUPLING 8. RED BRASS RISER 9, 112 CU. FT. MIN. CONC. THRUST BLOCK 10. PVC ELL OR TEE (CONNECTION TO MAINLINE) 11. (2) RED BRASS STREET ELLS 12. RED BRASS NIPPLES (2) 13. RED BRASS ELL 14. QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. REV BY APPD DAT QUICK COUPLER SECTION NO SCALE 1-2 DRAWING NUMBER 1-7 1 l @ r @) l 1. FINISHED GRADE SECTION NO SCALE E 2. PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND ''f.KI/ ONTO L!O PURPLE FOR RECYCLED WATER 3. MASTER CONTROL VALVE-2", SEE LEGEND FOR SPEC. 4. FINISHED GRADE IN SHRUB AREAS AND 1" IN LAWN 5. 36~ WIRE LOOP 6. VALVE !D TAGS 7. PVC MA!NUNE TO FLOW SENSOR. (PIPE PER SPECS) 8. PVC SCH 40 FEMALE ADAPTER, 2 REC'D 9. BRICK SUPPORTS 10. PVC SCH. 80 UNION 11. PVC SCH. 80 NIPPLE TYP. 12. PVC MAINLINE PIPE FROM BACKFLOW (PER SPECS.) 13. PIPE DEPTH PER SPECIFICATIONS NOTES: A. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE MASTER VALVE ASSEMBLY B. CLOSE NIPPLES SHALL NOT BE USED REV BY APPD A7 E MASTER VALVE ~~~~~~ ~~,~0 A 7 '0~~~~ 7 ~~~~~' %~~0< »~~» 7/( 6" 1. FINISH GRADE 2. CLEAN BACKFILL-90% COMPACTION REQUIRED -SEE SPECS 3. NON-PRESSURE LATERAL LINE PER LEGEND 4. PRESSURE SUPPLY LINE PER LEGEND 5. CONTROL WIRES -INSTALL BELOW PRESSURE SUPPLY LINE 6. PROVIDE 3• OF CLEAN SANO BELOW PRESSURE MAINLINE 7. REFER TO SLEEVING @ LEGEND FOR PIPE DEPTH 6, WARNlNG TAPES, 1 TAPE ON MAINLINE, 1 TAPE 12" ABOVE, REV BY APPD DAT SECTION NO SCALE TRENCHING AND PIPE INSTALLATION 3 DRAWING NUMBER 1-3 4 5 6 DRAWING NUMBER 1-8 Gary F. Hoyt APPROVED FOR PLANTING & IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF THE PLANTING AREAS. landscape architecture, inc. 13625 Adrian St. Poway CA 92064 PHONE (858) 486-4931 ghoyt@garyfhoytinc.com 1 2 3 4 -® 6 1. FINISHED GRADE 2. PLASTIC RECTANOULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HAROSCAPE EDGE. HEAT BRANO "FS" ONTO LID. PURPLE FOR RECYCLED WATER 3. FLOWSENSOR-2", SEE LEGEND FORSPEC!F!CATION 4. FINISHED GRADE IN SHRUB AREAS AND 1" IN LAWN 5. 36• WIRE LOOP-INSTALL IN ONE-INCH CONDUIT BETWEEN FLOW SENSOR AN·o CONTROLLER 6. PVC MAINLINE PIPE PER SPECIFICATION 7. BRICK SUPPORTS 8. LANDSCAPE FABRIC 9. 314• ROCK, 2 CUBIC FEET 10. PVC MAINLINE PIPE TO MASTER VALVE PER SPECS ANO PL.AN. 11. SEE TABLE BELOW FOR MINIMUM PIPE LENGTHS. NOTES: A. INST ALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMENDATIONS, WIRE TO IRRIGATION CONTROLLER B, USE 45 OE.GREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN-STREAM SIDE OF THE FLOW SENSOR. SECTION No SCALE FLOW METER size 1' MINIMUM UPSTREAM DISTANCE 10' MINIMUM DOWNSTREAM DISTANCE .. 1.25~ 1.5" ,. ,. R V Y APPD A TE 7 6'' MIN. 12.5" 15' , .. 30' FLOW METER 12" MIN. 1. HAROSCAPE OR PAVING {TYPICAL) 6.25" 7.5" 10' ,.. 2. CLEAN BACKFILL • 95% COMPACTION REQUIRED ~ SEE SPECS 3. CLEAN SAND (1YPICAL} 4. NON-PRESSURE IA TERAl LINE I SLEEVE (SIZE PER NOiES) 5. CONTROL WIRE SLEEVE ADJACENT TO MAINLINE SLEEVE (SIZE NOTES) 6. PRESSURE SUPPLY LINE/ SLEEVE (SIZE PER NOTES} 7. REFER TO SLEEVING@ LEGEND FOR DEPTH 8. WARNING TAPES. 1 TAPE ON MAINLINE, 1 TAPE 12" ABOVE. REV BY APP DA SLEEVING UNDER PAVEMENT DRAWING NUMBER SECTION NO SCALE PER 1-4 DRAWING NUMBER 1-9 ©-- 5 6 FLOW SECTION NO SCALE 1. 12"MAX.FROMCURB,WALK,ETC. 2. PLASTIC VALVE BOX WITH LOCKING COVER PURPLE FOR RECYCLED WATER 3. WATERPROOF WIRE SPLICES AT SOLENOID 4. INSTALL BUSHING 11' REQ'D (TYP.} 5. REMOTE CONTROL VALVE, MAY BE SMALLER THAN LINE SIZE 6. CONTROL WIRES-TAPE TO PJtAIN UNE 7. PVC TEE OR ELL TO VALVE MANIFOLD (PRESSURE MAIN LINE) 8. PEA GRAVEL-1 CU. FT. MIN. 9. TOP OF BOX TO BE 2" ABOVE GRADE FOR GROUND COVER AREA AND 1" FOR LAWN 10. WAU<., WALL, CURB, OR PAVING 11. EXPANSION COILS BEFORE WIRE SPLICES-36" LENGTH MIN. 12. PVC ELL-LATERAL LINE SIZE (TYP.) 13. PVC NIPPLE (1YP.}-LENGTH AS REQUIRED (SCH 80 PVC) 14. PVC UNION-LATERAL LINE SIZE (SCH 80 PVC} 15, INSTALL BOX LEVEL ON FOUR STANDARD BRICK SUPPORTS 16. LATERAL LINE TO SPRINKLERS 17. PIPE DEPTH PER SPECIFICATONS NOTES; A TAPE CONTROL WIRES TO MAINLINE AT 10' 0.C. 8. USE TEFLON TAPE ON ALL THREADED JOINTS. C. ATTACH PURPLE RECYCLED WATER PLASTIC TAGS W!TH VALVE NO. TO CONTROL WIRE IN BOX • O. HEAT BRAND BOX COVER WNALVE STATION NO. IN 4* HIGH NUMBERS/ LETTERS. E. ALL PVC FITTINGS SHALL BE SCH 40: NIPPLES SHALL BE SCH. 80. F. NO CLOSE NIPPLES SHALL BE INSTALLED IN VAL VE ASSEMBLY. REV BY APP DATE DRAWING NUMBER REMOTE CONTROL VALVE 1 2 ~il---,[::J<=== ~1!,----- ~ 1. SUP BASE SOCKET OVER ENO OF WIRES 2. STRIP WIRES APPROX. 518" FROM ENOS -1WIST TOGETHER 3 APPLY SEALER TO OUTSIDE OF SEALING PLUG AND FILI. CAVITY WITH SEALER 4. PUT CRIMP END OVER WlRE ENDS -CRIMP SLEEVE AND CUT OFF EXCESS WIRE 5. PULL BASE SOCKET OVER END OF WIRES AS FAR AS POSSIBLE 6 PUSH SEALING PLUG INTO BASE SOCKET SECTION NO SCALE 7. PUSH WIRES TO END OF BASE SOCKET TO INSURE COMPLETE SEALING OF CONNECTION 8. COMPLETE□ WATERPROOF WIRE CONNECTION 1-5 REV BY APPD DAT DRAWING NUMBER WIRE CONNECTOR 1-10 0 AS BUIL TH L-3 i"-~ ~ I ( '7 ~ 3/2_2/07 ~ '2SY EXP,/12/!,//M I DA~E V . . INSPECTOR DATE l----+--+-----------------1 sH4EET I CITY OF CARLSBAD ~o :==::::::=:==PL::::A::N::N::!N::G:::::::D::EP::A::R::T::M::EN::T:::::==:'..:L_1QJ=::::::::=! /1\ CITY & OEH PLAN CHECK COMMENTS 03/06/0I DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER DF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IRRIGATION DETAILS LANDSCAPE PLANS FOR, CARLSBAD OAKS EAST -(LOT 31) BUSINESS CENTER SEA LION PlACE 5900. 5910. 5920, 5930 CARLSBAD. CA A_P_P_Ro_v_ED_B__:Y=~✓~...!~':....li~'~~, ____ 3--29-07 ASSISTANT PLANNING DIRECTOR DWN BY: PROJECT NO. CHKD BY: MSA RVWD BY: GFH PIP 05-12 DATE DRAWING NO. 4376L C-852 ~~ ~"7' r" ::: ,- -t- ~ 5}---~ 6 1. T ech!il1e TEE 2. Techl:ine TUBING 3. BLANK Tech!ioe TUBING 4. Techline t MALE ADAPTER 5. PVC INSERT TEE (JV/ FEMALE THREADED OUTLET) 6. POLY TUBING W/ STAINLESS STEEL CLAMPS (TYP.) REV 8Y APP OAT SECTION NO SCALE DRAWING NUMBER Techline START CONNECTION 1-11 POl V TUBING TO TEE SIDEWALK \ METER BOX CURB~ ' ... 27 WITH METER I' ·-·--~, ' ,I ' ' ' ' ' ' 1' w~~ I i~ APPROX. 8" j . ½ -"<- • i • POTABLE SERVICE LINE i 12•MINIMUM / 10" MINIMUM WATER IRRIGATION MAJNLINE WITH SLEEVE ~) ;rv RECLAIMED WATER IRRIGATION MAINLINE WITH SLEEVE NOTES: VERTICAL CLEARANCE OF 12",MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECLAIMED WATER IRRIGATION MAINLINE 24• FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10" HORIZONTAL CLEARANCE FROM THE POTABLE MAJNUNE !N THE STREET. AY p Rm oy DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNCERGROLND SERVICE ALERT m· SOUT-KRN CALiFORNIA >A ORAIMNG NUMBER POTABLE MAINLINE CROSSING STREET SURFACE ,;½1/' /ij~4 ' ' 3S MlNIMUM REQUIRED 1' VERTICAL SEPARAT!ON 12" RECLAIMED WATER IRRIGATION lg MAINLINE IN SLEEVE NOTES: ALL RECLAIMED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIF!ED IN THE ~STANDARD SPECIFICATIONS FOR PRIVATE lRRIGATION SYSTEMS WATER DISTRICT RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS OCTOBER 1993. DRAWING NUMBER POTABLE SERVICE LINE CROSSING ---19 1. UNE FLUSHING VALVE PLUMBED TO PVC 2. Techline START CONNECT!ON• TYP. 3. 1" PVC EXHAUST HEADER-TYP. 4. PVCSUPPLYHEAOER-TYP, 5. Techl!ne START CONNECTION-TYP. 6. DISC FILTER 7. REMOTE CONTROL VALVE 8. AREA PERIMETER 9. Techline TUBING LATERAL 10. AJR! VACUUM RE:UEF VAL VE AT HIGH POINT 11. PERIMETER LATERALS 2~ TO 4" FROM EDGE NOTES, A. SEE LEGEND FOR: Techline DESIGN PRESSURE ANO MAXIMUM TUBING RUN '-------{11 SECTION NO SCALE 1 2 3 4 FROMRCV" FLOW 9 1. PVCPIPING(TYP.) 2, PLA.STIC RECTANGULAR VALVE BOX WI BOLT DOWN COVER 3. DISC Fll TER 4. SCH. 80 UN!ON 5. FINISH GRADE 6. 2" 7, 4~ MINIMUM CLEAR 8 f' CRUSHED ROCK SUMP {1 CU. FT. MIN.) 9. BRICK SUPPORT (1~ EA. CORNER) NOTE: A. WRAP BOTTOM AND SIDES OF VALVE BOX WITH FILTER FABRIC TO COVER OPENINGS (1YP.) _J . TO EMITTERS SECTION NO SCALE REV BY APPD A TE DRAWING NUMBER REV BY APP DA DRAWING NUMBER Techline "CENTER FEED" LAYOUT I il> ," "' "' m " J a 1-12 '-----{11 '-------{1 SECTION NO SCALE 1. 18" MINIMUM LENGTH OF~" RUBBER HOSE 2. 10• ROUND VALVE BOX, SEE SPECS. (00 NOT CUT AOOITIONAL HOLES IN BOX) 3. FINISH GRADE 4. BACKFILL MATERIAL 5. FILTER FABRIC. WRAP 1 LAYER AROUND BOX, COVERING HOLES 6. SCH40,i'MIPTX1BARBHOSE ADAPTER 7. SCH 40, }ff FIPT X F!PT BALL VALVE 8. SCH 40, J• THREADED NIPPLE 9. SCH 40, 45 DEGREE ELL 10. TERMINAL END OF NON~ PRESSURE LATERAL LINE, SEE PLAN FOR SIZE 11. GRAVELBASEANDSUMP, (COMPACT GRAVEL FOR BOX BASE. DO NOT USE BLOCKS OR BRICKS, FILL GRAVEL TO BOTTOM OF VALVE 12. POLY/ PVC ADAPTER. WHEN APPLICABLE 3 4 6 7 8 9 Techline DISC FILTER ---- lJTIUTY VAULT SIDEWALK 9 1. MAIN UNE 2. SUPPLY HEADER 3. SOUND WALL (TYP.) 4. LATERAL PIPE 5. EXHAUST HEADER 6. LINE FLUSHING VALVE 7. TO REMOTE CONTROL VALVE 8. CURB 9. Techline TUBING (TYP,) 1-13 3 4 5 SECJ\ON NO SCALE R V Y APP DRAWING NUMBER REV BY APPD OAT DRAWING NUMBER FLUSH VALVE 1-16 PLUMBED TO PVC y- ~ APPROVED FOR PLANTING & IRRIGATION , I ONLY, INCLUDING PRECISE LOCATION OF THE PLANTING AREAS. Techline LAYOUT AT UTILITY VAULT Gary F. Hoyt landscape architecture, inc. 13625 Adrian St Poway CA 92064 PHONE (858) 486-4931 ghoyt@garyfhoytinc.com 1-17 1 .__ ____ __J _____ --{:3 ~-------------------,4 1, FINISH GRADE 2. 4" MIN. 3. Techline LATERAL SPACING~ (16" O.C. MAX) 4. SUB GRADE REV BY APP OAT Techline SUBGRADE 1, SHRUB POP-UP SPRAY I BUBBLER HEAD PER LEGEND 2. PVC SCH 80 NIPPLE -12H MINIMUM LENGTH 3. PVC SCH 40 STREET ELL -TxT 4. MARLEX STREET ELL -TxT 5. PVC SCH 40 LATERAL UNE FITTING 8. LATERAL UNE PER LEGEND 7. FINISH GRADE s. RE.FER TO SPEClFICA rlONs FOR PIPE DEPTH R SET PERIMETER HEADS 2~..s• FROM EDGE OF CURBS ANO WALKS, AND 12• FROM FIXED VERTICAL. OBJ~CTS SUCH AS FENCES, WALLS, AND BUILDINGS, ETC. 10. PURPLE CAP FOR RECYCLED WATE:R NOTE A. POP-UP HEIGHT SHALL BE 6" FOR BUBBLER.$, 12" FOR SPRAY HEADS. B. CONTRACTOR SHALL INSTALL ANTI-DRAIN VALVES, AS REQUIRED, TO PREVENT LOW HEAD DRAINAGE. REV BY AP DAT -===- S~OSCA~ " ..,.,ov r R. :i,e, ~-, -~ u,;l " SHRUB/ BUBBLER POP-UP HEAD SECTlON NO SCALE DRAWING NUMBER SECTION NO SCALE 1-14 DRAWING NUMBER 1-19 \<P~ ,!" *~~ ~F c;,..\.i'·P /,\ CITY & DEH PLAN CHECK COMMENTS l'",:::--~ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 1(------{2 1. FINISH GRADE, PLUMBED TO PVC 2. 4~ DEPTH MIN. 3. Teci111ne-TUBING 4. BACKFILLED TRENCH (FREE OF DEBRIS) REV BY APP DAT Techline TRENCHING J ,.. 16" 1, 24" 18" 1. EOGE OF PAVING 2. MANIFOLD PRESSURE SUPPLY LINE LOCATED UNDERNEATH-Pe.R PLAN 3. REMOTE CONTROL VALVE-PER LEGEND 4, PRESSURE SUPPLY LINE PER PLAN 5. MANIFOLD BALL VALVE PER LEGEND 6. MANIFOLD PRESSURE SUPPLY UNE LOCATED UNDERNEATH-1" 7. QU!CK COUPLER BALL VALVE-PER LEGEND 8. QUICK COUPLER PER LEGEND 9. HEAT BRAND ALL VAL VE BOXES PER SPECIFICATIONS NOTE: A. NO MORE THAN 4 REMOTE CONTROL VALVES ARE TO BE INSTALLED PER MANIFOLD. ALL MANIFOLDS ARE TO BE INSTAllEO IN PLATER AREAS PER SPECIFICATIONS. V B APPD ATE SECTION NO SCALE DRA'NtNG NUMBER 1-15 '-----t9 SECTION NOscAi.E DRAWING NUMBER 1-20 MANIFOLD LAYOUT-TYPICA HAS BUIL TH L-4 ~%:J,cJ= :~.i3,/os 3 /~~ez REVIL{D BY, (4., {,. ~.;-t\-~-t:C-0"1 INSPECTOR DATE I S5ET I CITY OF CARLSBAD CTrJ PLANNING DEPARTMENT 0 IRRIGATION DETAILS LANDSCAPE PLANS FOR• CARLSBAD OAKS EAST -(LOT 31) BUSINESS CENTER S-eilONPlACE5900 5910 5920,5930 CARI.SHAD CA APPROVED BY: ~ 'Ut 3-29-07 ASSISTANT PLANNING DIRECTOR DAIE 03/06/06 DWN BY: ~-PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: MSA OTHER APPROVAL CITY APPROVAL RVWD BY: !.El:l PIP 05-12 4376L C-652 IRRIGATION SFECIFICA TIONS I. PLAN A. THE PLAN IS DIA6RAMMATIG. ALL IRRl6ATION EQUIPMENT IS TO BE LOGA TED IN PLANTIN6 AREAS AND NOT IN PAVED AREAS, UNLESS INDICATED OTHERJ,",IISE ON THE PLANS. REFER TO NOTES, DETAILS, AND LE.SENDS TO VERIFY LOGATION OF IRRl6A TION EQUIPMENT. B. THE IRRIGATION SYSTEMS SHALL INCLUDE ALL MATERIALS AND THEIR INSTALLATION TO PROVIDE A COMPLETE SYSTEM IN AGCORDANGE Jl,IJTH PLANS AND SPECIFICATIONS. G. ALL PRESSURE LINES, NON-PRESSURE LINES, VALVES AND MISCELLANEOUS SPRINKLER HEADS SHALL BE MANUFACTIJRED, SUPPLIED AND INSTALLED IN STRICT ACCORDANCE V'!ITH THE SPECIFICATIONS DETAILED IN THE HEREIN MENTIONED IRRl6ATION PLANS AND SPEGIFIGATIONS. D. SUBSTITUTION OF MATERIALS SIZES OR MANUFAGTIJRERS V'IILL NOT BE ALLOJ,iED UNLESS THE CITY INSPECTOR 4 OV'INER AND LANDSCAPE ARCHITECT AGREE TO ANY PROPOSED CHANGES IN V'IRITING. E. THE GONTRAGTOR SHALL NOT V'IILLFULLY INSTALL ANY EQUIPMENT AS SHOJ,iN ON PLANS J,iHEN IT IS OBVIOUS IN THE FIELD THAT CONDITIONS EXIST THAT V'IERE NOT EVIDENT AT THE TIME THESE PLANS Jl,IERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROIJ6HT TO THE ATTENTION OF THE OV'INERS AUTHORIZED REPRESENTATIVES PRIOR TO ANY HORK OR THE IRRl6A TION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY F. THE SYSTEM IS DESl6NED FOR THE MINIMUM OPERATING PRESSURE AS SHOV'!N AT EAGH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRl6ATION CONTRACTOR SHALL VERIFY THE AVAILABLE Jl,IATER PRESSURE ON THE SITE PRIOR TO THE START OF 6. THE ACTIJAL LOCATION FOR TI-IE INSTALLATION OF AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OV'INERS AUTHORIZED REPRESENTATIVE AND/OR THE LANDSCAPE ARGHITEGT. H. 120 VOLT ELECTRICAL POJl,IER SOURCE TO BE PROVIDED BY OTHERS TO THE LOCATION FOR THE AUTOMATIC CONTROLLER. IRRIGATION GONTRAGTOR SHALL BE RESPONSIBLE FOR FINAL CONNECTION TO EQUIPMENT. 2. SPACING OF SPRINKLER HEADS SPACING OF SPRINKLER HEADS AND LOCATIONS OF VALVES SHALL BE AS INDICATED ON THE DRAV'IINGS WITH CONSIDERATION BEING 61VEN TO PREVAILING WIND CONDITIONS. QUANTITIES LISTED ON IRRIGATION LEGEND ARE NOT 6UARANTEED AND ARE FOR CONTRACTOR'S CONVENIENCE ONLY. GENERAL, MATERIALS SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOV'IIN6 ITEMS, ALL PRESSURE SUPPLY LINES, NON-PRESSURE LINES, VARIOUS TYPES OF VALVES, CONTROLLERS, AND ALL TYPES OF SPRINKLER HEADS. ALL MATERIALS AND EQUIPMENT SHALL BE NEW, OF DOMESTIC MANUFACTURE AND CONFORM TO PERFORMANCE STANDARDS AND/OR DATA HEREIN, AND AS SHOV'IN IN LEGEND ON DRAJl,IIN6S, INSTALLED IN STRICT ACCORDANCE V'IITH CONSTRUCTION DETAILS. 5. PLASTIC. PIPES AND FITTIN6S (I) PRESSURE LINE PIPE 2" AND LARGER, SHALL BE CLASS 315 PVC TYPE 1120-1220. PRESSURE LINE PIPE LESS THAN 2" IN DIAMETER, SHALL BE SCHEDULE 40 PVG TYPE 1120-1220. PRESSURE LINE FITTINGS SHALL BE TYPE HI, SCHEDULE 40, NSF APPROVED. (2) LATERAL NON-PRESSURE PIPE SHALL BE PVG SCHEDULE 40 TYPE 1120-1220. LATERAL LINE FITTING, SHALL BE TYPE 1-11, SCHEDULE 40, NSF APPROVED. (3) ALL PLASTIC. PIPE SHALL BE GONTINUOUSL Y AND PERMANENTLY MARKED V'!ITH THE FOLLOHING INFORMATION, MANUFACTURER'S NAME, NOMINAL PIPE SIZE, PVC 1120 AND PRESSURE RATING IN PSI. DIAL TOLL FREE 1-800-227-2600 AT LEAST lWO DAYS BEFORE YOU DIG UNO::RGROUND ~EMCE ALERT OF SOUTHERN CAL_,.,-QRNIA (4) MANUFACTURER SHALL MARK DATE OF EXTRUSION ON PIPE. DATING TO BE PERFORMED IN CON-lUNGTION HITH RECORDS HELD BY MANUFACTURER COVERING, QUALITY CONTROL TESTS, RAJ!,! MATERIAL BATCH NUMBER, AND OTI-IER INFORMATION DEEMED NECESSARY BY MANUFACTURER. (5) ALL SOL VENT SHALL BE AS RECOMMENDED BY THE MANUFACTURER OF PIPE FITTING AND AS APPROVED. USE NO SOLVENT FROM GANS HHICH HAVE REMAINED OPENED OVERNl0HT. B. FITTIN0S (I) PLASTIC FITTING, PVG, TYPE I, IPS SCHEDULE 40, NSF APPROVED ON ALL PRESSURE LINES. (2) PVG, TYPE I, IPS SCHEDULE 40, NSF APPROVED ON ALL NON-PRESSURE LINES (3) COUPLINGS SHALL BE MADE FROM EXTRUDED STOCK, REAMED WITH A TAPER. (4) ALL PLASTIC FITTIN0S, A MOLDED FITTIN0. 6. PVC PIPE SHALL BE PURPLE COLOR FOR RECYCLED v-lATER USE ,. COPPER PIPE -SHALL BE SEAMLESS, TYPE K, HARD DRAV'IN TUBING. B. STANDARD IRRl0ATION COMPONENTS A. PRESSURE RE0ULATOR, SHALL BE MANUFACTIJRED OF BRASS OR BRONZE, AND SHALL BE CAPABLE OF WITHSTANDIN0 A COLD HATER HORKIN0 PRESSURE OF 150 POUNDS PER SQUARE INCH. EACH PRESSURE RE0ULATOR SHALL BE PRESET TO OPERATE AT THE PRESSURE INDICATED ON PLANS. B. ANGLE CONTROL VALVES, FED. SPEG. HV'I-V-51, CLASS A. HEAVY DUTY TYPE BRONZE OR BRASS WITH UNION. VALVE SHALL BE FITTED WITH A REMOVABLE SEAT DISC, MANlJALL Y OPERATED AND SHALL BE PROVIDED HITH ROUND PLASTIC SCHEDULE BO, PVC VALVE BOXES. SIZE AS REQUIRED. C. CHECK VALVES, SHALL BE THE SPRING ACTION TYPE CAPABLE OF HITHSTANDING A J,iORKIN0 PRESSURE OF 125 POUNDS PER SQUARE INCH. D. VALVE BOXES, ONE PIECE PLASTIC WITH LOCKING, PURPLE PLASTIC COVER MARKED HITH "IRRIGATION". PROVIDE BRICK SUPPORTS. ONE UNDER EACH CORNER OF BOX. E. SPRINKLER HEADS, SHALL BE OF TYPE AND MODEL AS INDICATED IN THE LE6END AND SHALL BE INSTALLED AS INDICATED ON DETAILED DRAV'IIN6S. F. BALL VALVES 2" IN SIZE AND SMALLER, SHALL BE BRONZE, SCREHED, 150 LBS. V'l.0.6., HITH STAINLESS STEEL LEVER FOR OPERATION. EACH VALVE SHALL BE HOUSED IN A BOX AS NOTED ON PLANS. 0. REMOTE CONTROL VALVES AND AUTOMATIC CONTROLLER, SHALL BE PER MODEL AND TYPE AS INDICATED ON THE DRAHIN0S. VALVES SHALL BE HIRED TO CONTROLLER IN SAME NUMERICAL SEQUENCE AS INDIGA TED ON PLANS. '1. DIRECT BURIAL CONTROL HIRES A. ALL CONTROL HIRES SHALL BE SOLID COPPER, 600 VOLT, TYPE UF, CONFORMING, TO THE PRO-lECT STANDARD SPECIFICATIONS AND DRAHINGS, SPECIAL PROVISIONS, AND THE FOLLOV'IING WIRE COLORS AND INSTALLATION REQUIREMENTS. B. NEUTRAL HIRES, HHITE (#12 AWG). DO NOT INTERCONNECT NEUTRAL HIRES BETHEEN CONTROLLERS. G. PILOT WIRES, (#14 AW0. MINIMUM) D. SPARE HIRES, RED (#14 AH6 MINIMUM) E. HIRE SIZING,, CONTROL HIRES SHALL BE SIZED IN ACCORDANCE WITH THE CONTROLLER MANUFACTURER'S CHART FOR THE DISTANCE OF RUN. F. VALVE NO. I YELLOH 2 ORAN0E 3 BLUE 4 BLACK 5 BROHN 6 PURPLE VALVE NO. 1 YELLOV'l WBLACK STRIPE B ORAN.SE H/BLAGK STRIPE Cf RED W/BLAGK STRIPE 10 HHITE H/BLAGK STRIPE II YELLOH WRED STRIPE 12 HHITE WRED STRIPE SIZING REPE AT SEQUENCE FOR VALVE NUMBERS EXCEEDING, THE ABOVE. ~- ~ APPROVED FOR PLANTING & IRRIGATION , I ONLY, INCLUDING PRECISE LOCATION OF THE PLANTING AREAS. 6. HIRE CONNECTIONS, NEUTRAL, PILOT, AND SPARE HIRES SHALL BE INSTALLED HITH A TWO FOOT (2') COILED EXCESS HIRE LENGTH AT EACH END ENCLOSURE. EAGH AND EVERY WIRE SPLICE SHALL BE SOLDERED (USIN0 60-40 SOLDER) TOGETHER, C. THEN ENCASED IN THE Jl,IATERPROOFED EPOXY OF THE "SCOTCH-PAC" OR "PEN-TITE" GONNEGTORS. HIRE SPLICES SHALL BE MADE ONLY IN VALVE OR PULL BOXES. PROVIDE EXPANSION COIL AT EACH VALVE BOX (10 HRAPS AROUND A 3/4" PIPE). H. WIRIN0 SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALON0 THE SAME ROUTE AS PRESSURE SUPPLY LINES HHENEVER POSSIBLE. I. CONTROL WIRES SHALL BE BUNDLED V'IITH ELECTRICAL TAPE AT MAXIMUM FIVE FOOT INTERVALS. -l. TRENCH MARKER, ALL DIRECT BURIAL HIRES SHALL BE MARKED V'IITH A CONTINUOUS PURPLE COLORED TRENCH MARKER TAPE PLACED NINE INCHES ('1") BELOW FINISHED 6RADE DIRECTLY ABOVE THE BURIED HIRES. MARKER TAPE SHALL BE EQUAL TO "ALARMATAPE" AS MANUFACTIJRED BY PAUL POTTER HARNING TAPE, INC. TAPE SHALL BE FOUR INCHES (4") HIDE. 10. EXCAVATION A. ALL IRRl0ATION PRESSURE LINES SHALL HAVE A MINIMUM SIX INCH CLEARANCE FROM EACH OTHER, ANY LATERAL LINES AND FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. B. BACKFILL SHALL BE FREE OF DEBRIS OR OR0ANIC MATERIAL THAT MAY DAMA0E PIPES OR EQUIPMENT. COMPACT BACKFILL TO A DRY DENSITY EQUAL TO AD-lACENT UNDISTURBED SOIL IN PLANTIN0 AREAS AND TO '10% PAVED AREAS. FINISH 0RADE OF BACKFILLED TRENCH SHALL CONFORM TO AD-lACENT AREAS. C. PROVIDE MINIMUM COVER OF IB INCHES FOR ALL PRESSURE SUPPLY LINES AND 12 INCHES FOR ALL LATERAL NON-PRESSURE LINES. PROVIDE MINIMUM COVER OF 18 INCHES FOR MAINLINE AND Jl,IIRIN0 PIPIN0 UNDER PAVED AREAS AND MIN OF 12 INCHES FOR LATERAL PIPING HITH SCHEDULE 40 PVC SLEEVES 2 X DIAMETER OF LINE SIZE. D. IF BACKFILL SETTLEMENT OCCURS AND ADJUSTMENTS IN GRADES, IRRIGATION EQUIPMENT, PLANTIN6, OR OTHER IMPROVEMENTS ARE NECESSARY, THE CONTRACTOR SHALL MAKE REQUIRED REPAIRS HITHOUT GOST TO THE OV'INER. II. TESTING THE CONTRACTOR SHALL NOT ALLOH NOR GAUSE ANY OF HIS HORK TO BE COVERED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE CITY INSPECTOR 4 BUILDER'S/OWNER'S AUTHORIZED REPRESENTATIVE. A. PRESSlJRE TEST (I) NO TESTING SHALL TAKE PLACE, NOR SHALL ANY v-lATER BE ALLOHED INTO ANY SYSTEM, BEFORE THE SOL VENT MANUFACTURER'S RECOMMENDED CURING, TIME HAS ELAPSED. (2) TEST ALL PRESSURE LINES UNDER HYDROSTATIC PRESSURE OF ONE HUNDRED FIFTY POUNDS PER SQUARE INCH PRIOR TO BACKFILLING, TRENCH AND PLANTIN6 OF ALL PLANTS. (3) SUSTAIN PRESSURE IN LINES FOR NOT LESS THAN FOUR HOURS. IF LEAKS DEVELOP, REPAIR LEAKING PORTIONS AND REPEAT TEST UNTIL ENTIRE SYSTEM IS PROVEN HA TERTIGHT. (4) TEST SHALL BE OBSERVED AND APPROVED BY CITY INSPECTOR 4 OWNER OR LANDSCAPE ARCHITECT PRIOR TO BACKFILLING TRENCHES. B. COVERAGE TEST (I) WHEN THE SPRINKLER SYSTEM IS COMPLETED, AND PRIOR TO PLANTING, CONTRACTOR SHALL PERFORM A COVERAGE TEST IN THE PRESENCE OF THE CITY INSPECTOR 4 OHNER OR LANDSCAPEARCHITECT TO DETERMINE IF THE COVERA0E IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL BE RESPONSIBLE TO CORRECT INADEQUACIES OF COVERAGE ONLY WHERE DRAJl,IIN0S AND DIRECTION BY OJ,iNER HAVE NOT BEEN FOLLOJ,iED. (2) AD-llJST VALVES, ALl6NMENT AND GOVERA0E OF ALL SPRINKLER HEADS. (3) IF IT IS DETERMINED THAT ADJUSTMENTS IN THE IRRl0ATION EQUIPMENT HILL PROVIDE PROPER AND MORE ADEQUATE COVERA0E, CONTRACTOR SHALL MAKE ALL NECESSARY ADJUSTMENTS PRIOR TO FINALIZING, PRO-lEGT. (4) ALL AD-lUSTMENTS SHALL BE MADE TO THE SATISFACTION OF THE OHNER. HIRE TEST (I) ALL HIRIN0 SHALL BE TESTED FOR CONTINUITY, OPEN CIRCUITS, AND UNINTENTIONAL GROUNDS PRIOR TO CONNECTING TO EQUIPMENT. THE MINIMUM INSULATION RESIST ANGE TO GROUND SHALL BE FIFTY (50) ME60HMS. ANY HIRIN0 NOT MEETING THESE REQUIREMENTS SHALL BE REPLACED. (2) IF ADDITIONAL WIRE OR TAPE IS NECESSARY, REPEAT COLOR SEQUENCE FROM BE01NNIN6. 12. MISCELLANEOUS A. CONTROLLERS SHALL BE CLEARLY MARKED HITH LETTER DESl6NATION AS SHOHN ON PLANS (I.E., A, B, C, ETC.). B. INSTALL ONE VALVE PER VALVE BOX ONLY. C. ALL QUICK COUPLERS SHALL HAVE PURPLE RUBBER CAPS. D. INSTALL ALL SPRAY HEADS HITH PURPLE CAPS NOZZLES OF THE APPROPRIATE DEGREE OF RADIUS FOR THE AREA TO BE COVERED. AD-lUST ALL NOZZLES TO ELIMINATE SPRAYING, Jl,IATER ON BUILDINGS AND HARDSCAPE. AD-lUST ALL VALVE FLOH CONTROLS TO PROVIDE OPTIMUM PERFORMANCE. CONTRACTOR SHALL INSTALL AN APPROVED ANTI-DRAINA0E DEVICE FOR ALL LOH HEADS TO ELIMINATE LOH HEAD DRAINAGE AND POSSIBLE SOIL EROSION. E. HEAT-BRAND ALL VALVE BOXES HITH VALVE DESl6NATION IN LETTERS 2" Hl0H. F. ALL CONTROL VALVES SHALL BE LABELED V'IITH THE CONTROLLER AND STATION NUMBER ON A PURPLE PLASTIC. TA0 HITH BLACK LETTERS (DAISY TA0 OR EQUAL). ATTACH THE SOLENOID HIRES OF VALVE. 13. RECORD PLANS ("AS-BlJIL TS) CONTRACTOR SHALL PROVIDE RECORD PLANS DRAHN ON PRINTS OR REPRODUCIBLES PROVIDED BY THE OHNER. THE FOLLOWING SHALL BE DIMENSIONED FROM THO PERMANENT POINTS OF REFERENCE (I.E. BUILDING CORNERS, SIDEJl,IALKS, ETC.). -POINTS OF CONNECTION -0ATE VALVES -PRESSURE LINE LOCATION -CONTROLLERS AND CONTROL VALVES (INCLUDING SOURCE OF POHER) -QUICK COUPLERS -ROUTINE> OF ALL DIRECT BURIAL CONTROL HIRE FOR IRRIGATION -SIZE AND LOCATION OF IRRl0ATION CONTROL HIRE CONDUIT -SIZE AND LOCATION OF ALL SLEEVING 14. ACCESSORIES THE GONTRAGTOR SHALL FURNISH TI-IE OHNER THE FOLLOHIN6 MATERIALS UPON COMPLETION OF THE l"IORK, A. A PLASTIC SEALED DIAGRAMMATIC PLAN OF THE IRRl6ATION SYSTEM IDENTIFYING STATION NUMBERS AND THEIR RESPECTIVE IRRIGATED AREAS. MOUNT INSIDE EACH CONTROLLER. B. THO KEYS FOR EACH CONTROLLER ENCLOSURE. G. ALL EQUIPMENT 0UARANTEES AND OPERATION MANUALS. D. THO QUICK-COUPLER VALVE KEYS WITH HOSE SV'IIVEL ELL. 15. NOTE TO THE EXTENT POSSIBLE, ALL IRRIGATION LINES AND APPURTENANCES ARE TO BE INSTALLED IN THE PROPERTY LINE OUTSIDE OF PUBLIC Rl0HT-OF-Jl,IAY, AND AT NO TIME, HILL AN IRRl0ATION LINE GROSS A PUBLIC STREET UNLESS OTHERHISE NOTED ON PLANS. GONTRAGTOR SHALL VERIFY LOGATIONS OF ALL EQUIPMENT PRIOR TO BE61NNIN0 HORK. 16. GUARANTEE THE IRRl0ATION SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE (I) YEAR. ANY DEFECTIVE EQUIPMENT, MATERIALS OR POOR HORKMANSHIP SHALL BE REPLACED OR CORRECTED BY THE IRRl0ATION CONTRACTOR AT NO ADDITIONAL COST TO THE OHNER. HAS BUIL TH L-5 ~ &. I J ' 3/-2,lo1 Ref Z EXP.) /708 r-DA~E REVIEl,IE BY• D* u 4-, ~'° ~-~-01 INSPECT R DATE I SsET I CITY OF CARLSBAD L1QJ PLANNING DEPARTMENT 0 IRRIGATION SPECS LANDSCAPE PLANS FOR• CARLSBAD OAKS EAST -(LOT 31) Gary F. Hoyt ~ BUSINESS CENTER SEA LION PlACE 5900, 5910. 5920. 5930 CARLSBAD CA ()YT Rt :1 landscape architecture, inc. 4 0 APPROVED BY: I ")1 I ..3-. • 13625 Adrian St. V ~-. 3-cl-07 ~ Poway CA 92064 . ASSISTANT PLANNING DIRECTOR DATE /,\ CITY & DEH PLAN CHECK COMMENTS 03/06/0E OWN BY: ~El PROJECT NO. DRAWING NO. PHONE (858) 486-4931 I'!" --~ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: M$A ghoyt@garyfhoytinc.com OF cM .. \~0 REVISION DESCRIPTION PIP 05-12 4376L =-----ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: !.El:l C-852 \ \ cb \ I 'f I- IS) <( w ,I ,, " i "' I ",,, (11 <:J. ,' (() ('\) ("i ",,, \ !_, __ I . w w > -----+1-t_.,,.~'~\' i~·~c.·1·1 , ___ _ <( al w y_ C) _J l in ,,._zf) _.,-.. f,j (f\ DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG , / JNDERGROUND SERVICE ALERT' OF SOUTHERN CALIFORNIA ,, 1"' ,,_ '(',, ' ,::..; ' j ' -~·\" l')fJ ✓: ,/· I . , \ \ \\ \ \ \ \ \ :;:,l:l--,-·---- :c>{}l I' ,/71/J ?///</~~ I , , I I ' ', ~ ~ ~ EXISTING PLANTING - PROTECT IN PLACE \ PROPOSED Bldg A-5930 Sea Lion Place FI= 436.50 PL~ 435.80 '-----W_j__ _____ , W------- 1..--i-r ...... ··· T-----' I I I ! I I 25' X 25' SIGHTUNE IN DRIVEWAY, NO PLANTS, ETC, OVER 30• HBGHT. / '),~ _.--~-·~·-·''··-···/ ,./ -··--~=-:.:;;..,.;.'_:-~'S-"' I I I I I I I I. \ \ \ I \ I I • f ---"'-1 I °' ,,( r- 1 \ , I --. I ·, / ' ,',' I PROPOSED Bldg B-5920 Sea Lion Place FF.~ 436.50 PL= 435.80 !! ii -: ·.j ____ ~:jr-- • I ii I i ; ii I i \i-- I ,o ' ·~ LU 1:t: (f') I l.U lLl I (,') UJ z l :J I f' I~ l:E I I I I I I I I I --1 ,,,, w----ff------..-----W-------W'-'-----w-----W--1 APPROVED FOR PLANTING & IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF THE PLANTING AREAS. ~ ---; r-l ! I I I I I i---il I I I I , l i Gary F. Hoyt landscape architecture, inc. 13625 Adrian St Poway CA 92064 PHONE (858) 486-4931 ghoyt@garyfhoytinc.com l I I . " ~ THIS SHEET TREES SYMBOL SHRUBS SYMBOL ® QQ ® ® © 0 @ 0 0 @ 0 0 0 0 £ PLANTING LEGEND BOTANICAL AREACASTRUM ROMANZOFIANUM COMMON NAME QUEEN PALM • CUPANIOPSIS ANACARDIOIDES CARROlWOOD • JACARANDA ACUTIFOLIA • QUERCUS AGRIFOLIA • TRISTAN IA CONFERTA JACARANDA CALIFORNIA COAST LIVEOAK BRISBANE BOX SIZE QTY. 24"BOX 50 24" BOX 10 24" BOX 7 15 GALLON 12 15GALLON 55 • ROOT BARRIERS SHALL BE INSTALLED WHERE TREES ARE LOCATED WITHIN 5 FEET OF DET. C C C C C ANY HARDSCAPE, PAVEMENT OR CURB ROOT BARRIERS SHALL NOT BE WRAPPED ARROUND THE ROOTBALL. BOTANICAL COMMON NAME SIZE QTY. DET. BAMBUSA OLDHAMII GIANT TIMBER BAMBOO 15 GAL. 14 A CORDYLINE STRICTA NCN 5GAL. 31 A ESCALLONIA 'FRADESI' PINK ESCALLONIA 5 GAL. 79 A HETEREMOLES ARBUTIFOLIA TOYON 5GAL. 71 A FATSIA JAPONICA JAPANESE ARALIA 5 GAL 87 A LIGUSTRUM TEXANUM WAX LEAF PRIVET 5GAL. 128 A NANDINA DOMESTICA DWARF HEAVENLY BAMBOO COMPACTA 5GAL. 67 A NERIUM OLEANDER LT. PINK PINK OLEANDER 5GAL. 100 A PHOENIX ROEBELLINI PYGMY DATE PALM 15GAL. 4 A PHORMIUM TENAX NEW ZEALAND 5 GAL. 44 A ATROPURPUREA BRONZE FLAX PHOTINIA FRASER! RED-LEAF PHOTINIA 5GAL. 106 A PITTOSPORUM TOBIRA VAR. PITTOSPORUM 5GAL. 33 A VARIEGATA PODOCARPUS MACROPHYLLA YEW PODOCARPUS 5GAL. 35 A RAPHIOLEPIS INDICA INDIAN HAWTHORNE 5 GAL. 165 A 'BALLERINA' AGAPANTHUS 'PETER PAN' DWARF LILY-OF-THE-NILE 1 GAL. 232 A GROUNDCOVERS VINES BOTANICAL COMMON NAME -· · MYOPORUM PARVIFOLIUM 'PINK' PINK TRAILING MYOPORUM BOTANICAL FICUS PUMILA COMMON NAME CREEPING FIG SEE SHEET l-7 FOR SITE FURNISHINGS SEE SHEET L-!I FOR PLANTING DETAILS & NOTES SEE SHEET L-9 FOR PLANTING SPECIFICATIONS SIZE QTY. DET. 12" o.c. FROMFLATS B SIZE QTY. DET. 1 GAL. 39 A NORTH o' 20' 60' L-6 II AS BUIL T0 ~f' ~•v~ 3k:(:2 REVIEIJE BY, j'l-{✓ /.; INSPECT R DATE ----------------+---+--+---~I s=H7E=ET=-l =c=,T=Y=o::::::::::::F=c=A=R=L=s=B=A=D===-=I =~=:I ,-PLANNING DEPARTMENT CITY & DEH PLAN CHECK COMMENTS 03/06/0 DA 1E INITIAL DA'IE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PLANTING PLAN LANDSCAPE PLANS FOR• CARLSBAD OAKS EAST -(LOT 31) BUSINESS CENTER SEA LION PLACE 5000 5910 5920 5930 CARLSBAD CA OWN BY: I PROJECT NO. DRAWING NO. CHKD BY: MSA PIP 05-12 4376L RVWD BY: GFH C-852 I I I I I I I 25' X 25' SIGHTUNE IN DRIVEWAY, NO \ f\LAN,S, ETC, OVER 30" HEIGHT. , I I ! LJ _j __ \ WATER LINE EASEMENT -i,- \ \ \ \ I I i -t·m -~--~----+ : '. : i: ______ L,! --·,,! ----··-~-t··•--· '. {'h-·u .. ~------·-- '~i--'!rf-~ PROPOSED Bldg C-5910 Sea Lion Place fF-436.50 PE= 435.80 .1 IJ l ' ~----' '/ i=r"'P=c"'!-lFc=-' ~~-;--~- -1-17 ! l T J_ - DIAL TOLL FREE 1-800-227-2600 AT LEAST lWO DAYS BEFORE YOU DIG UNCE~GROUN'.2 SE~!CE ALERT OF SOUTHERN CALIFORN:A EXISTING PLANTING - PROTECT IN PLACE !/ ,, L.-... J. i ,, I l i I_ ----' PROPOSED Bldg D-5900 Sea Lion Place t.!, -43100 PE= 436.30 i li APPROVED FOR PLANTING & IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF THE PLANTING AREAS. -~ /·-. -~ ,,7'""· / '"' ,./',,, /Y:z, I I -1--' \ \ \ \ \\ \ \ \\ _,_ .. \\_.,.,,.,..-~~- I if lr--.. ,. __ ,_~ " ,, I I I ) \ I I \ \ \ 1 I \ l \ I Gary F. Hoyt landscape architecture, inc. 13625 Adrian St. Poway CA 92064 PHONE (858) 486-4931 ghoyt@garyfhoytinc.com I / / I - i'-~osc Q~Oii - . -' Op C SITE FURNISHINGS: MANUFACTURER: SAN DIEGO PRECAST CONCRETE INCORPORATED PHONE: (619) 449-6810 TABLES: 60" ROUND TABLE SET (DISABLED-ACCESIBLE) # TSR60R (COLOR-C-NAT; FINISH -SMOOTH) TRASH: 27" DIA. WASTE RECEPTACLE # TR27MDT (COLOR-C-NAT; FINISH -SMOOTH) PLANTING NOTES: 1. Refer to the sheet L-10 for planting specifications. 2. The planting plan is diagrammatic and is intended to show approximate plant locations and quantities. Quantities indicated in the plant legend are provided for information purposes only. Plant symbols shall take precedence over plant quantities. 3. Contractor shall refer to the civil engineering plans for precise utility, grading and drainage information. Location of utilities and construction items including, but not limited to street lights and conduit, pull boxes, inlets, signs, hydrants, transformers, etc. are approximate. Contractor shall pol hole as required to determine location of underground utilities and improvements. 4. Contractor shall verify existing site conditions, dimensions and elevations prior to start of work. Notify Engineer if field conditions differ from plans. Contractor shall be responsible for correcting work, and associated costs, due to failure to report known discrepancies between plans and field conditions. 5. Submit two copies of the agronomic soils report to the owner's representative. 6. Plant materials shall be approved by the owner's representative al the project site prior to planting. Plant material rejected by the owner shall be immediately removed from the site with no change to the Contract cost. 7. Placement of trees and shrubs shall be reviewed and accepted by the owner's representative prior to digging plant pits. Plant container sizes shown on plans are minimum sizes. Plant material shall not be root-bound and shall have been grown in nursery containers for a minimum of six months. 8. Plants shall be free of pests, diseases and deformities. Plants with broken branches or damaged trunks will be rejected by the owner's representative. Contractor shall remove damaged plants, and replace them with healthy specified plants. Trees shall not be topped. 9. Install root control barriers with trees in accordance with the Special Provisions. Root barriers shall be placed adjacent, and parallel to, edges of hardscape improvements (not encircling rootball). 10. Irrigation system shall be fully operational, and all planting areas shall be completely watered to a minimum depth of 12 inches before start of planting work. Contractor shall coordinate location of plants with irrigation equipment and piping. 11. Prior to start of planting work, planting areas shall be free of weeds and surface rocks, and final grades shall be established by the Contractor. After completion of planting work, Contractor shall fine grade all planting areas and remove rocks, clods and debris. 12. Contractor shall apply pre-emergent herbicide in all planting areas prior to spreading mulch. 13. Spread mulch in all planting areas in accordance with the Planting Specifications, see sheet L-10. 14. Upon completion of planting operations, remove all demolition items, trash and debris, repair or replace any damaged improvements, and thoroughly clean the work area. Contractor shall be responsible for legal disposal of all materials in accordance with applicable local codes and regulations. 15. Contractor shall provide safe and convenient access for the public in accordance with the Uniform Building Code, Special Provisions, and applicable local codes and regulations during the progress of work. All work areas with public access shall be cleaned and left in a safe condition at the end of each workday. Contractor shall be responsible for job site safety at all times until the work is accepted by the owner. 16. Contractor shall provide 3" of medium bark mulch on all non-turf planting areas less steep than 3:1 all trees 2' min. away from curbs. Planter mulch shall be 3" deepth shredded fir tree bark or similar, shall range in size from 1/2 to 3/4". Submit sample to City Inspector for approval prior to bulk delivery to job site. 17. Tree trunks in perimeter planting areas shall be installed in planter areas and aligned along parking striping. NORTH o' 20' 40' 6o' SCALE 1" = 20'-o" II AS BUIL T 11 L-7 3fa2,/o7 DATE r~--::~,.,.~ :., 0 SEE SHEET L-8 FOR PLANTING DETAILS & NOTES SEE SHEET L-9 FOR PL.ANTING SPECIFICA T!ONS ~ '!:!/)j,i/os TH!SSHEET KEY MAP INSPECTOR 1-----,--+------------l--+---+--+------1 ._I s=H8E=ET=-l-==c=1T=Y===O=F=C==A=R=L=S=B=A=D::::::'....'.:l=o::::::::I ~ PLANNING DEPARTMENT 1 CITY & DEH PLAN CHECK COMMENTS 03/06/0 DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL PLANTING PLAN DWN BY: CHKD BY: RVWD BY: LANDSCAPE PLANS F□R, CARLSBAD OAKS EAST -(LOT 31) BUSINESS CENTER ION PLACE 5900 5910, 5920 5930 CARLSBAD CA MSA GFH PROJECT NO. PIP 05-12 DRAWING NO. 4376[ C-852 -- 1 2 5 4" T 4 ROOTBALL DEPTH A F 3 ~oo2;B~ DIAMETER 7 1. SHRUB PER PLANTING PLAN 2. 2" MINIMUM DEEP MULCH PER PLANTING PLAN 3. PLANT TABLETS GROW.POWER OR EQ. QTY. PER MFG SPECS 4. FINISH GRADE 5. EARTH WATERING BASIN (RAKE SMOOTH PRIOR TO PLANTING GROUNDCOVER) 6. ROOTBALL: SET CROWN FLUSH WITH FINISH GRADE 7. COMPACT BACKFILL MIX PER PLANTING SPECS I NOTES 8. NATIVE SOIL Shrub Planting r------------------TREEBASIN r--------------TREE ROOTBALL TYP. r----------3' FLAT DRAIN GRATE SET FLUSH WI GRADE NOTE: r------FINISH GRADE UNDISTURBED NATIVE BACKFILL MIX PER TREE PLANTING DETAIL ~--------DEPTH TO BE 1.5X ROOTBALL DEPTH ALL TREES MUST HAVE BREATHER TUBES UNLESS TREE WEU BUBBLER IS SPECIFIED Tree Breather Tube DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE Al ERT C'JF SOUTHERN CJ\LIFORNVI • • • • • • • • • • • • • • • • • • • • • • • • . n. • • • D D • • • • D • • • • • • • • • • • • • • ·=t. • • • • • • • • 112D EDGE OF PAVING, WALK, WALL, ETC. PLANT TABLET I GROUNDCOVER INSTALL 2" MULCH LA YER PRIOR TO (SEE SPECS.) \ PLANTING GROUNDCOVER AS REQ'D. NOTE: LOCATE PLANTS SPACED EQUIDISTANT (D) FROM EACH OTHER AS SHOWN. D = AS SHOWN ON PLANTING PLAN. TREE TIE LODGEPOLE PINE ~f~6'~bli2;Jlb'Ac 1°· LARGER MAINTAIN GROUND COVER FRE AREA 12" FROM TRUNK CINCH TIE, SECURE TO STAKE WITH GALVANIZED NAILS BACKFILL MIX (SEE SPECS.) NOTE: 1. ALL PLANT BASINS SHALL RECEIVE A 2' LAYER OF APPROVED MULCH. 2. KEEP MULCH 2" FROM TRUNK. 3. ALL mEES IN TURF AREAS SHALL BE INSTALLED WITH APPROVED TRUNK GUARDS. ARBOR GUARD . 4. SET ROOTBALL 112' MIN. 2" MAX. HIGHER THAN FINISH GRADE. 5. STAKES SHALL NOT PIERCE ROOTBALL PLANTING BACKFILL PUDDLE AND SETTLE TO SET PLANT AT FINISH GRADE 2X ROOTBALL ~+--SET ROOTBALL CROWN FULSH ,,_ ________ _,. WI FINISH GRADE UPDATED 7-23-02 B Ground Cover Planting C Tree Planting "Z-LOCK" TREE STABILIZER NAILED TO STAKE. ARBOR GUARD IN TURF PARKWAY. BACKFILL WITH WASHED PLASTER SAND. THE PLANTING PIT IS TO BE. 2X WIDTH AND 2X DEPTH OF THE ROOT BALL. NOTE: 1. PLANT PALM WITH THE TRUNK Pl.UMS. 2. ALlBACKFJLL TOBEWATERJETTEDDURING Pl.ANTING FOR MAXIMUM STABILITY. 3. ONLY QUEEN PALM NEEDS STAKING. 12' FRONDS TO REMAIN TIED UP UNTIL DIRECTED BV OWNER TO REMOVE TIES. TIES ARE BE CANVAS OR OTHER ORGANIC iWINE. 2" DIA BYS' LENGTH LOOOEPOlE PINE TREE STAKE TREATED WI GOPPER NAPTHANATE, (STAKE QUEEN PALM ONLY). 4" HIGH WATER BASIN ~-TEMPORARILY rtL TER FABRIC 4~ DIA. BY 24~ LONG PERFORATED PIPE WI CRUSHED ROCK. 4. SPREAD A 112 CUP OF 10-10-10 COMMERCIAL FERTILIZER A.ROUND ROOT BALL SURFACE PR10R TO SEEDING 5, STREET TREES ARE SPACED AT 40' O.C, EXCEPT WHERE F1El.O CONDITIONS OBSTRUCT TREE PLANTING, IN WHICH CASE TREE SPACING ANO TOTAL TREES PLANTED MAY VARY FROM THE NUMBER APPROVED ON THE PLANS. G Street Tree Planting (palm) APPROVED FOR PLANTING & IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF THE PLANTING AREAS. Gary F. Hoyt y--- landscape architecture, inc. -13625 Adrian St. , I Poway CA 92064 PHONE (858) 486-4931 ghoyt@garyfhoytinc.com D 3XROOTBALL Vine Planting t-~l)SCA,p( \, y,.G'ff I?{'' :"'/,p_ ' =. , ' ~ ~ "' ' j ~I~ . ······· ')) <1',-,.~~~ DATE Or CP..\.\i;.O NOTE: ALL PLANT BASINS SHALL --RECEIVEA4"LAYEROF APPROVED MULCH. FACE OF WALL OR BUILDING SPREAD ON WALL & SECURE WIANCHORS {PER SPECS.) REMOVE NURSERY STAKE SET ROOTBALL TIGHT TO FOOTING, REMOVE ANY EXCESS TRASH, CONC. AT PLANTING HOLE MAINTAIN TURF FREE AREA 12' FROM TRUNK 6" BASIN IN G. COVER 3" BASIN IN LAWN E /1\ CITY & DEH PLAN CHECK COMMENTS INITIAL "1'7.t ~ ENGINEER OF WORK REVISION DESCRIPTION NOTE: ROOT BARRIERS MUST BE INSTALLED FOR ANY TREE WITHIN 5 FEET OF HARDSCAPE SURFACE TOP OF ROOT BARRIERS MUST BE FLUSH WITH GRADE PROVIDE 18" BELOW GRADE ROOT BARRIERS ADJACENT SIDEWALKS -----FINISH GRADE CONCRETE SIDEWALK ! ,r-I ~,---- -------CONCRETE CURB COMPACTED BACKFILL UNOISTURBEO NATIVE SOIL NOTE: ROOT BARRIERS SHALL BE MANUFACTURED BY HDEEP ROOT" UNIVERSAL UB-24-C PANELS OR APPROVED EQUAL 18" USE US 18-2 NEXT TO CONCRETE FLAT WORK & 24~ USE UB 24.-2 ALL OTHER AREAS. Deep Root HAS BUILT" ~ctkli ~ 1 EXP.~ 3/loP:, REVIEIJEL BY, nJ_ C{· w~t INSPECTOR L-8 3/z,/47 I I DATE ~. 2!@,-c"j DATE I S9ET I CITY OF CARLSBAD ENJ PLANNING DEPARTMENT 0 PLANTING NOTES & DETAILS LANDSCAPE PLANS FDR• CARLSBAD OAKS EAST -(LOT 31) BUSINESS CENTER SEA LION PLACE 5900 5910. 5920 5910 CAflSBAO CA APPROVED BY: ~7'. '7,~ :J-2.Ct-07 ASSISTANT PLANNING DIRECTOR DATE 03/06/0€ DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKO BY: MSI\ RVWO BY: (lEJ:j PIP 05-12 4376L OTHER APPROVAL CITY APPROVAL C-852 PLANTING SPECIFICATIONS: GENERAL 1. INSPECTIONS A. INSPECTIONS SHALL BE MADE BY THE CITY INSPECTOR (760) 815 6708. CONTRACTOR SHALL BE ON THE SITE WHEN INSPECTIONS ARE MADE. REQUESTS FOR INSPECTIONS SHALL BE MADE AT LEAST 48 HOURS IN ADVANCE. IF THE WORK IS NOT READY FOR INSPECTION WHEN THE INSPECTOR ARRIVES, CONTRACTOR SHALL PAY FOR THE LANDSCAPE ARCHITECT VISIT AT CURRENT CITY RA TE. B.NIA C. ANY WORK COMPLETED WITHOUT PROPER INSPECTION BY SHALL BE REMOVED AND REPLACED AT NO EXPENSE TO THE OWNER. 2. GUARANTEE A. ALL TREES (5 GALLON AND LARGER) SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR. ALL SHRUBS AND OTHER PLANT MATERIALS SHALL BE GUARANTEED FOR A PERIOD OF 90 CALENDAR DAYS. ALL GUARANTEE PERIODS COMMENCE FROM THE TIME OF FINAL ACCEPTANCE BY THE ENGINEER AT THE COMPLETION OF THE 90CALENDAR DAY MAINTENANCE PERIOD. B. REPLACE, AS SOON AS WEATHER PERMITS, ALL DEAD PLANTS NOT IN VIGOROUS CONDITION AS NOTED DURING THE MAINTENANCE PERIOD. FERTILIZED AS SPECIFIED AND GUARANTEED WITHIN THESE DOCUMENTS. C. PLANTS USED FOR REPLACEMENTS SHALL BE SAME KIND AND SIZE AS ORIGINALLY PLANTED. THEY SHALL BE FURNISHED. PLANTING SPECIFICATIONS: PRODUCTS 1. MA TE RIALS A. TOPSOIL: EXISTING SOIL ON THE SITE SHALL BE USED AS TOPSOIL FOR PLANTING PURPOSES WHEN POSSIBLE, BUT SHALL BE FREE OF DEBRIS, OIL, WEEDS, OR OTHER FOREIGN MATTER. CONTAMINATED SOIL SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE EXISTING SOIL OR IMPORTED SOIL. I. IMPORTED SOIL SHALL BE SANDY TEXTURED. SILT PLUS CLAY CONTENT OF THIS SOIL SHALL BE NOT GREATER THAN 15 % BY WEIGHT. THE BORON CONTENT OF THIS SOIL SHALL BE NOT GREATER THAN 1 PART PER MILLION AS MEASURED ON THE SATURATION EXTRACT. THE SODIUM ABSORPTION RATIO (SAR) SHALL NOT EXCEED 3.0 MILLIMHOS PER CENTIMETER AT 25 DEGREESC. IL IN ORDER TO ENSURE CONFORMANCE, SAMPLES OF THE IMPORTED SOIL SHALL BE SUBMITTED TO AN AGRONOMIC SOILS TESTING LABORATORY, APPROVED BY THE OWNER FOR ANALYSIS PRIOR TO USE. RESULTS OF TESTING SHALL BE DELIVERED TO THE OWNER FOR APPROVAL. SOIL TEST TO INCLUDE ANALYSIS AND RECOMMENDATIONS. 8. FERTILIZERS AND SOIL CONDITIONERS: I. ORGANIC AMENOMENT SHALL BE REDWOOD SHAVINGS, SCOTTS AMENDMENT OR TERRA BLEND BY TERRA PRODUCTS OF AMERICA, (619) 480-1586. IT SHALL BE FINE TEXTURED, HAVING ACTUAL MINIMUM 100 % PASSING #4 SCREEN. SALINITY SHALL NOT BE HIGHER THAN 3.5 MILLIMOHS PER CENTIMETER AT 25 DEGREES C. AS MEASURED BY SATURATION EXTRACT CONDUCTIVITY. II. COMMERCIAL FERTILIZER SHALL HAVE A MINIMUM OF 16 % NITROGEN, 6% PHOSPHORIC ACID, AND 8% POTASH. DELIVER MIXED FERTILIZER IN STANDARD BAGS, MARKED WITH WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. KEEP FERTILIZER IN DRY STORAGE. USE 15-15-15 FERTILIZER AND AMMONIUM NITRATE FERTILIZER DURING SCHOOL SEASON PLANTING. FERTILIZER SHALL BE COMMERCIAL GRADE MANUFACTURED BY BEST OR EQUAL Ill. PLANT TABLETS SHALL BE 7 GRAM & 21 GRAM SIZE, AGRIFORM OR EQUAL. C. SOIL CONDITIONER: I. PELLETIZED GYPSUM• BEST 'SOILBUSTER' W/IRON OR EQUAL. D. PLANT MATERIALS: I. ALL PLANT MATERIALS SHALL BE HEALTHY, WELL-DEVELOPED REPRESENTATIVES OF THEIR SPECIES OF VARIETIES, FREE FROM DISFIGUREMENT WITH WELL DEVELOPED BRANCH AND ROOT SYSTEMS, AND CERTIFICATION OF NURSERY INSPECTION THAT PLANTS ARE FREE FROM ALL PLANT DISEASES AND INSECT INFESTATION. II. TAG PLANT MATERIALS WITH NAME AND SIZE IN ACCORDANCE WITH STANDARDS OF PRACTICE RECOMMENDED BY AMERICAN ASSOCIATION OF NURSERYMEN. Ill. SIZE OF TREE AND SHRUB CONTAINERS SHALL BE AS STATED ON THE PLANTING PLAN. CONTAINER STOCK SHALL HAVE GROWN IN CONTAINERS FOR AT LEAST SIX (6) MONTHS, BUT NOT OVER TWO (2) YEARS. SAMPLES SHALL BE SHOWN TO PROVE THAT NO ROOT-BOUND CONDITIONS PREVAIL. NO CONTAINER PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH, WHEN TAKEN FROM CONTAINERS SHALL BE PLANTED, EXCEPT UPON SPECIFIC APPROVAL. IV. DO NOT PRUNE, PRIOR TO DELIVERY, EXCEPT BY SPECIFIC APPROVAL. V. PLANTS SHALL BE SUBJECT TO INSPECTION FOR SIZE, VARIETY, CONDITION, LATENT DEFECTS AND INJURIES, AT PLACE OF GROWTH AND AT THE PROJECT SITE AT ANY TIME BEFORE OR DURING PROGRESS OF WORK. REMOVE REJECTED PLANTS FROM THE PROJECT SITE IMMEDIATELY AND REPLACE IT WITH ACCEPTABLE MATERIAL. VI. PROTECT ALL PLANTS FROM DAMAGE BY SUN, WIND OR RAIN AT ALL TIMES BEFORE PLANTING. VII. SUBSTITUTIONS WILL NOT BE PERMITTED; EXCEPT, WHEN PROOF IS SUBMITTED THAT ANY PLANT SPECIFIED IS NOT OBTAINABLE. IN THIS CASE, A PROPOSAL WILL BE CONSIDERED FOR USE OF THE NEAREST EQUIVALENT IN SIZE OR VARIETY WITH AN EQUITABLE ADJUSTMENT OF CONTRACT PRICE. ALL SUBSTITUTIONS WILL BE SUBJECT TO THE OWNER'S APPROVAL. VIII. PLANTS SHALL HAVE GROWN UNDER CLIMATIC CONDITIONS COMPARABLE TO THOSE OF THE PROJECT SITE, UNLESS OTHERWISE SPECIFICALLY APPROVED BY THE OWNER. E. GROUND COVER: I. GROUND COVERS WILL BE HAND PLANTED IN THE AREAS INDICATED ON THE PLANTING PLANS. II. GROUND COVER PLANTS SHALL BE GROWN IN FLAT PLANTS OR PEAT POTS AS INDICATED ON THE PLANT LIST. FLAT GROWN PLANTS (ROOTED CUTTINGS) SHALL REMAIN IN FLATS UNTIL TRANSPLANTING. THE SOIL IN THE FLAT SHALL CONTAIN SUFFICIENT MOISTURE SO THAT IT WILL NOT FALL APART WHEN LIFTING THE PLANTS. IF PLANTS FROM PEAT POTS ARE USED. THE PEAT POTS SHALL BE PROTECTED AT ALL TIMES PRIOR TO PLANTING TO PREVENT UNNECESSARY DRYING OF THE ROOT BALL. Ill. GROUND COVERS SHALL BE PLANTED IN A TRIANGULAR PATTERN EVENLY SPACED UNLESS OTHERWISE NOTED ON THE PLAN. PLANT GROUND COVERS CONTINUOUSLY UNDER ALL TREES AND SHRUBS IN THE AREAS DESIGNATED ON THE PLANTING PLANS. IV. EACH PLANT SHALL BE PLANTED WITH ITS PROPORTIONATE AMOUNT OF SOIL FROM THE FLAT OR IN A PEAT POT, IN A MANNER THAT WILL ENSURE MINIMUM DISTURBANCE OF THE ROOT SYSTEM. HAND SMOOTH PLANTING AREA AFTER PLANTING TO PROVIDE AN EVEN, SMOOTH, FINAL FINISH GRADE. TO AVOID DRYING OUT, PLANTINGS SHALL BE IMMEDIATELY WATERED AFTER PLANTING UNTIL THE ENTIRE AREA IS SOAKED TO THE FULL DEPTH OF EACH HOLE UNLESS OTHERWISE NOTED ON THE DRAWING. F. TREE TIES: CINCH TIES FOR DOUBLE STAKING AND TRIPLE STAKING, OR EQUAL AS APPROVED BY THE ENGINEER. SECURE TREE TO STAKE IN TWO PLACES MINIMUM. G. TREE STAKES: (2~ 2 INCH DIAMETER X 10 FOOT LONG LODGEPOLE STAKES FOR ALL FIVE GALLON, FIFTEEN GALLON AND 24 INCH BOX TREES. USE 3 LODGEPOLE PINE ST AKES (TRIPLE STAKE) FOR ALL TREES 30 INCH BOX SIZE AND LARGER. TREE ST AKES SHALL BE PINE AND POINTED AT ONE END. H. ROOT-BARRIERS: WHERE TREES ARE PLANTED WITHIN 5 FEET OF CURBS, SIDEWALKS OR PAVEMENT, INSTALL A SUB-SURFACE PANEL BARRIER 10 FEET LONG CENTERED ON THE TREE TRUNK ("DEEP-ROOT" OR APPROVED EQUAL). 18" USE UB 18-2 NEXT TO CONCRETE FLAT WORK & 24" USE UB 24-2 ALL OTHER AREAS. PLANTING SPECIFICATIONS:EXECUTION 1. INSTALLATION A SITE CLEARANCE: CLEAN UP AND REMOVE FROM THE PLANTING AREAS WEEDS AND GRASSES, INCLUDING ROOTS, AND ANY MINOR ACCUMULATED DEBRIS AND RUBBISH BEFORE COMMENCING WORK. B. STORAGE: SECURE PERMISSION FROM THE CITY TO STORE PLANTS ON THE PROJECT SITE, AND ENSURE THAT THEY ARE PROTECTED FROM DAMAGE BY THE SUN, WIND, AND CONSTRUCTION WORK. C. FINISH GRADING OF PLANTING AREAS. GRADING SHALL BE DONE AS INDICATED ON THE GRADING PLANS AND AS FOLLOWS. I. DO NOT WORK ON THE SOIL WHEN MOISTURE CONTENT IS SO GREAT THAT EXCESSIVE COMPACTION WILL OCCUR, OR WHEN IT IS SO DRY THAT DUST WILL FORM OR CLOOS WILL NOT READILY BREAK UP. II. REMOVE AND DISPOSE OF ALL SOIL IN PLANTING AREAS THAT CONTAINS ANY DELETERIOUS SUBSTANCE SUCH AS OIL, PLASTER, CONCRETE, GASOLINE, PAINT, SOLVENTS, ETC .. REMOVING THE SOIL TO A MINIMUM DEPTH OF SIX (6) INCHES OR TO THE LEVEL OF DRYNESS IN THE AFFECTED AREAS. THE AFFECTED SOIL SHALL BE REPLACED WITH NATIVE OR IMPORTED SOIL AS REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO INSTALLED PLANTS CAUSED BY SUCH SUBSTANCES. Ill. IF AN AREA TO BE LANDSCAPED IS NOT ACCEPTABLE TO THE CONTRACTOR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER. IN WRITING. IV. PRIOR TO ST ART OF FINISH GRADING, LOOSEN ALL PLANTING AREAS TO A DEPTH OF SIX (6) INCHES. FINISH GRADES SHALL ALLOW FOR ADDITION OF SOIL CONDITIONERS. V. MAKE MINOR GRADE ADJUSTMENTS AS DIRECTED BY THE ENGINEER. VI. WHERE DESIGNATED DRAINAGE MEETS AN OBSTRUCTION, WARP GRADES SO THAT NO WATER COLLECTS. VII. USE WATER TRUCKS AND SPRINKLERS AS REQUIRED TO CONTROL ALL AIRBORNE DUST CAUSED BY GRADING OPERATIONS. VIII. FINISH GRADING ALL PLANTING AREAS TO A SMOOTH AND EVEN CONDITION, MAKING CERTAIN THAT NO WATER POCKETS OR IRREGULARITIES REMAIN. REMOVE AND DISPOSE OF ALL FOREIGN MATERIALS, CLODS AND ROCKS OVER 1 INCH IN DIAMETER WITHIN 3 INCHES OF SURFACE. IX. PROVIDE A GRADE WHICH, AFTER CONDITIONING AND PLANTING, IS 1 INCH BELOW THE TOPS OF CURBS AND WALKS IN LAWN AREAS AND 2 INCH BELOW FOR SHRUB AREAS SLOPING TO DRAIN TO ADJACENT ROADWAY, DRAIN SWALE OR CATCH BASIN. DIAL TOLL FREE 1-800-227-2600 AT LEAST iWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SDUTrlER~l CALIFORNIA 2. SOIL CONDITIONING: A. AMEND ALL PLANTING AREAS WITH A GRADE OF 3:1 OR LESS. INCORPORATE EVENLY INTO THE TOP 6 INCH OF EXISTING SOIL (WITH A ROTOTILLER OR APPROVED PIECE OF EQUIPMENT) THE FOLLOWING PER EACH 1,000 SQUARE FEET OF PLANTING AREA. I. 4 CUBIC YARDS OF SOIL AMENDMENT. II. 25 LBS. OF COMMERCIAL FERTILIZER OR APPROVED EQUAL. B. THE ABOVE SOIL CONDITIONING QUANTITIES SHALL BE USED FOR BIDDING PURPOSES ONLY, SOIL CONDITIONS MAY CHANGE DRASTICALLY FROM THE TIME THESE SPECIFICATIONS WERE DEVELOPED UNTIL THE ACTUAL SOIL CONDITIONING TAKES PLACE. THEREFORE, THE CONTRACTOR SHALL OBTAIN SOIL SAMPLES AT A RATE OF ONE PER EVERY 25,000 SQUARE FEET OF PLANTED AREA IN THE PRESENCE OF THECITY INSPECTOR. THESE SOIL TESTS SHALL BE CONDUCTED BY AN APPROVED AGRONOMIC SOILS TESTING LABORATORY APPROVED BY THE CITY INSPECTOR. COPIES OF THE SOIL TEST SHALL BE PROVIDED DURING THE PRE-SITE MEETING AND VERIFIED BY THE CITY INSPECTOR. THE CONTRACTOR SHALL ADD AMENDMENTS PER SOILS REPORT RECOMMENDATIONS FOR INDIVIDUAL PLANTING AREAS AND AS APPROVED BY THECITY INSPECTOR. C. ALL ROCKS OR UNBROKEN SOIL CLODS OVER 1 INCH IN DIAMETER BROUGHT TO THE SURFACE SHALL BE REMOVED FROM THE PROJECT SITE. 3. WEED CONTROL PROGRAM: UPON COMPLETION OF THE SOIL AMENDMENT INSTALLATION AND FINE GRADING WORK PERFORM WEED CONTROL MEASURES AS FOLLOWS: I. IRRIGATE ALL AREAS DESIGNATED TO BE PLANTED FOR SEVEN DAYS AT A SCHEDULE REQUIRED TO GERMINATE ALL WEED SEED POSSIBLE. II. APPLY WEED KILLER PER MANUFACTURER'S RECOMMENDATION AND THE ENGINEER'S APPROVAL ANO ALLOW EFFICIENT TIME FOR COMPLETE KILL OF ALL GERMINATED WEEDS. Ill. REPEAT STEP ONE ABOVE. IV. REPEAT STEP TWO ABOVE. 4. PLANTING SHALL BE COMPLETED AS FOLLOWS: A. DETERMINE LOCATION OF THE TREES AND SHRUBS BY SCALING FROM THE PLANTING PLAN. B. SPOT CONTAINERS, AND OBTAIN APPROVAL FROM THE OWNER BEFORE EXCAVATING PLANTING PITS. C. EXCAVATE PLANTING PITS WITH VERTICAL SIDES FOR ALL PLANTS. SHRUB PITS SHALL BE TWICE THE DIAMETER AND 1-112 TIMES THE DEPTH OF THE ROOTBALL. TREE PITS SHALL BE TWICE THE DIAMETER AND 1-112 TIMES THE DEPTH OF THE ROOTBALL. TREE PITS DEPTH SHALL INCLUDE THE ROOTBALL AND A TRANSITIONAL ZONE OF COMPACTED, UNAMENDED NATIVE SOIL. D. IF PLANTING PITS ARE CUT WITH POWER AUGER, VERTICAL SIDES OF PIT SHALL BE ADDITIONALLY BROKEN WITH BALLING BAR OR SPADE TO INTERRUPT CONTINUOUS CURVE INFLUENCE ON ROOT DEVELOPMENT. E. PLANT MATERIAL SHALL BE PLANTED IN SUCH A WAY THAT AFTER SETTLING, THE CROWN OF THE PLANT BEARS THE SAME RELATION TO FINISH GRADE THAT IT DID TO THE SURFACE IN THE CONTAINER. F. BACKFILL TREE AND SHRUB PLANTING PITS WITH A PREPARED MIX AS FOLLOWS: PER SOILS REPORT TEST, G. FORM SHALLOW BASIN AROUND THE EDGE OF PLANTING PITS. H. PLANT TABLETS. 21 GRAM PLANTING TABLETS, PROVIDE TABLETS IN THE FOLLOWING RATIOS: I. 1 TABLET PER GROUND COVER AND LINERS. (7 GRAM) II. 2 TABLETS PER GALLON PLANT. (21 GRAM) Ill. 6 TABLETS PER 5 GALLON PLANT. (21 GRAM) IV. 12 TABLETS PER 15 GALLON PLANT. (21 GRAM) V. 14 TABLETS PER 24 INCH BOX PLANT. (21 GRAM) Vl.16TABLETS PER 30 INCH BOX TREE. (21 GRAM) VII. 18 TABLETS PER 36 INCH BOX TREE. (21 GRAM) VII. 20 TABLETS PER 48 INCH BOX TREE. (21 GRAM) I. GRADE AREA AROUND PLANTS TO FINISH GRADES AND DISPOSE OF EXCESS SOIL. J. LOCATION FOR STREET TREES ADJACENT TO ANY LIGHT STANDARDS OR UTILITY EQUIPMENT SHALL BE ADJUSTED TO MAINTAIN A SUITABLE CLEARANCE, AS APPROVED BY THE ENGINEER. K. INSTALL SUMP DRAINS PER DETAILS FOR ALL TREES WITH SLOW OR POOR DRAINING SOILS PER APPROVAL OF ENGINEER. 5.N/A: 6, PRUNING: A. PRUNE MINIMUM NECESSARY TO REMOVE INJURED TWIGS, BRANCHES, DEAD WOOD, SPROUTS AND SUCKERS. B. PRUNE PLANTS ACCORDING TO STANDARD HORTICULTURAL PRACTICES, BY QUALIFIED PERSONNEL. C. NO TOPPING OF ANY TREES WILL BE PERMITTED. TREES THAT HAVE BEEN TOPPED WILL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 7. CLEAN-UP: A. DURING THE COURSE OF THE WORK, DAILY REMOVE SURPLUS MATERIALS FROM THE SITE AND LEAVE PREMISES IN A NEAT AND CLEAN CONDITION. B. PRIOR TO ACCEPTANCE OF THE PROJECT FOR MAINTENANCE, CLEAN UP AND REMOVE ALL REMAINING DEBRIS AND SURPLUS MATERIALS UPON COMPLETION OF WORK, LEAVING THE PREMISES NEAT AND CLEAN. C. REMOVE ALL TAGS, LABELS, NURSERY STAKES AND TIES FROM ALL PLANT MA TE RIAL ONLY AFTER THE APPROVALANTING PL OF THE ENGINEER. y--Gary F. Hoyt ttj~DSCA,p£ ~YT 1-?t.,., ~ r//, ~ landscape architecture, inc. 7i AS .3: 0 13625 Adrian St. I~ -' APPROVED FOR PLANTING & IRRIGATION Poway CA 92064 , ~--~ ,:; ONLY, INCLUDING PRECISE LOCATION OF PHONE (858) 486-4931 <e" :_<;:_1>,.1,(''r° THE PLANTING AREAS. ghoyt@garyfhoytinc.com PLANTING SPECIFICA TIONS:MAINTENANCE 1. CONTINUOUSLY MAINTAIN ALL AREAS INCLUDED IN THE CONTRACT DURING THE PROGRESS OF THE WORK, THE MAINTENANCE PERIOD AND UNTIL THE FINAL ACCEPTANCE OF THE WORK. 2. AFTER ALL THE WORK INDICATED ON THE DRAWINGS OR HEREIN SPECIFIED HAS BEEN COMPLETED AND INSPECTED AND APPROVED BY THE ENGINEER ON A 30 CALENDAR DAY SCHEDULE; MAINTAIN ALL AREAS WITHIN THE PROJECT BOUNDARY FOR A PERIOD OF 90 CALENDAR DAYS. 3. TREE AND SHRUB CA.RE: A. WATERING: MAINTAIN A LARGE ENOUGH WATER BASIN AROUND PLANTS SO THAT ENOUGH WATER CAN BE APPLIED TO ESTABLISH MOISTURE THROUGH THE MAJOR ROOT ZONE. WHEN HAND WATERING, USE A WAND TO BREAK THE WATER FORCE. B. TREE PRUNING: I. PRUNE TREES TO SELECT AND DEVELOP PERMANENT SCAFFOLD BRANCHES THAT ARE SMALLER IN DIAMETER TO THE TRUNK OR BRANCH OF WHICH THEY ARE ATTACHED, WHICH HAVE VERTICAL SPACING OF FROM 18 TO 48 INCHES ANO RADIAL ORIENTATION $OAS NOT TO OVERLAY ONE ANOTHER; TO ELIMINATE NARROW V-SHAPED BRANCH FORKS THAT LACK THINNING OUT CROWNS; TO MAINTAIN GROWTH WITHIN SPACE BALANCE CROWN WITH ROOTS. II. UNDER NO CIRCUMSTANCES WILL STRIPPING OF LOWER BRANCHES OR "RAISING UP" OF YOUNG TREES BE PERMITTED. RETAIN LOWER BRANCHES IN A "TIPPED BACK" OR PINCHED CONDITION WITH AS MUCH FOLIAGE AS POSSIBLE TO PROMOTE TRUNK GROWTH (TAPERED TRUNK). LOWER BRANCHES MAY BE REMOVED ONLY AFTER THE TREE IS ABLE TO STAND ERECT WITHOUT STAKING OR OTHER SUPPORT. 111. THIN OUT AND SHAPE EVERGREEN TREES WHEN NECESSARY TO PREVENT WIND AND STORM DAMAGE. PERFORM PRIMARY PRUNING TO DECIDUOUS TREES DURING THE DORMANT SEASON. PRUNE DAMAGED TREES OR THOSE THAT CONSTITUTE HEAL TH OR SAFETY HAZARDS AT ANY TIME OF THE YEAR AS DIRECTED BY THE ENGINEER. C. SHRUB PRUNING: I. THE OBJECTIVES OF SHRUB PRUNING ARE THE SAME AS FOR TREES. DO NOT CLIP SHRUBS INTO BALLED OR BOXED FORMS UNLESS SUCH IS REQUIRED BY THE DESIGN AND DESIGNATED ON THE PLANTING PLANS. II. MAKE ALL PRUNING CUTS OF LATERAL BRANCHES OR BUDS, AS DIRECTED BY THE ENGINEER. Ill. TOPPING IS NOT ALLOWED. D. STAKING: REMOVE STAKES AS SOON AS THEY ARE NO LONGER NEEDED. INSPECT STAKES TO PREVENT GIRDLING OF TRUNKS OR BRANCHES, AND TO PREVENT RUBBING THAT CAUSES BARK WOUNDS. THE CONTRACTING CREW AT THE TIME OF MAINTENANCE SHALL REMOVE THE STAKES AND CUT THE STAKES SO THEY ARE NOT PROTRUDING INTO THE CANOPY. E. WEED CONTROL: I. KEEP BASINS AND AREAS BETWEEN PLANTS FREE OF WEEDS. APPLY PRE-EMERGENT HERBICIDES RECOMMENDED BY A LICENSED PEST CONTROL ADVISOR TO ALL NON-SEEDED LANDSCAPE AREAS ONLY. AVOID FREQUENT SOIL CULTIVATION THAT DESTROYS SHALLOW ROOTS OR DISTURBS PRE-EMERGENT HERBICIDE APPLICATION. II. ERADICATE ALL NOXIOUS WEEDS FROM SITE (I.E. NUTGRASS, BERMUDA GRASS, KIKUYU GRASS, CRAB GRASS ETC.). F. INSECT AND DISEASE CONTROL: MAINTAIN CONTROL WITH APPROVED MATERIALS. G. FERTILIZATION: MAKE THREE APPLICATIONS OF COMMERCIAL FERTILIZER AT THE RA TE OF 5-6 LBS. PER 1,000 SQUARE FEET AT THE FOLLOWING PERIODS, (MAINTENANCE PROGRESS INSPECTIONS ARE REQUIRED FOR VERIFICATION OF FERTILIZER APPLICATIONS) IN PLANTING PLANS. I. 30 CALENDAR DAYS AFTER THE MAINTENANCE PERIOD HAS BEGUN. II. 60 CALENDAR DAYS AFTER THE MAINTENANCE PERIOD HAS BEGUN. Ill. JUST PRIOR TO THE END OF THE 00 CALENDAR DAY MAINTENANCE PERIOD. NOTE: APPLICATION SHOULD BE PER MANUFACTURER'S RECOMMENDATION PER SITE AND ENGINEER'S APPROVAL. H. REPLACEMENT OF PLANTS: REMOVE DEAD AND DYING PLANTS AND REPLACE WITH PLANTS OF EQUAL SIZE AND VARIETY OF ORIGINAL PLANTING PLAN AT NO ADDITIONAL COST TO THE CITY AND AS APPROVED BY THE ENGINEER. I. GROUNDCOVER CARE, APPLY A PRE-EMERGENT HERBICIDE HAVING A LIFE NO LESS THAN SIX (6) MONTHS TO ALL GROUND COVER AND SHRUB AREAS. HERBICIDE SHALL BE REGISTERED FOR USE ON THE SPECIES OF PLANT MATERIAL SPECIFIED IN PLANTING PLANS AND APPROVED BY A LICENSED PEST CONTROL ADVISOR. 4. Nik 5. GENERAL MAINTENANCE: A. REMOVE TRASH WEEKLY. B. EDGE GROUND COVER TO KEEP IN BOUNDS AND TRIM TOP GROWTH AS NECESSARY TO ACHIEVE AN OVERALL EVEN APPEARANCE. C. EXTERMINATE VERTEBRA TE PESTS GOPHERS MOLE ETC.; AND REPAIR DAMAGE AS REQUIRED. D. TEST IRRIGATION SYSTEM WEEKLY AND SUBMIT REPORTS TO ENGINEER. E. THE SITE TEMPORARY FENCE SHALL BE MAINTAINED TO ENSURE SECURITY TO THE SITE. PLANTING SPECIFICATIONS'GUARANTEE 1. ALL TREES (5 GALLON AND LARGER) SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR. ALL SHRUBS AND PLANT MATERIALS SHALL BE GUARANTEED FOR A PERIOD OF 90 CALENDAR DAYS. ALL GUARANTEE PERIODS COMMENCE FROM THE TIME OF FINAL ACCEPTANCE BY THE ENGINEER AT THE COMPLETION OF THE 90 CALENDAR DAY MAINTENANCE PERIOD. 2. REPLACE, AS SOON AS WEATHER PERMITS OR AS DIRECTED BY THE ENGINEER, ALL DEAD PLANTS AND ALL PLANTS NOT IN VIGOROUS CONDITION AS NOTED DURING THE INSPECTIONS AND MAINTENANCE PERIOD. 3. PLANTS USED FOR REPLACEMENTS SHALL BE THE SAME KIND AND SIZE AS ORIGINALLY PLANTED. REPLACEMENT PLANTS SHALL BE APPROVED BY THE ENGINEER AND SHALL BE FURNISHED, PLANTED, FERTILIZED AS SPECIFIED AND GUARANTEED THE SAME AS THE ORIGINAL PLANT MATERIALS. END OF SECTION L-9 HAS BUIL TH ff1tJf, ,r' 3/zzkz 1 ~~2 'E::7' 3. 0/5 DATE REVIEVEr BY, 1u.,, 6r-b\-i\ S-~.c,'7 INSPECTOR DATE LJQJ CITY OF CARLSBAD L1QJ 0 PLANNING DEPARTMENT 0 PLANTING SPECIFICATIONS LANDSCAPE PLANS FOR• CARLSBAD OAKS EAST -(LOT 31) BUSINESS CENTER SEA LION PlACE 5900, 5910, 5920~ CARLSBAD. CA APPROVED BY: ~ . ·-3:29-07 ASSISTANT PLANNING DIRECTOR DAlE CITY & DEH PLAN CHECK COMMENTS 03/06/01 /1\ OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: MSA REVISION DESCRIPTION PIP 05-12 4376L ENGINEER Of WORK OTHER APPROVAL CITY APPROVAL RVWD BY: QEl:I C-852