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HomeMy WebLinkAboutDWG 452-9M; CT 06-24; BRESSI RANCH VILLAGE CENTER MAJOR B BUILDING; 01-09GENERAL NOTES RECYCLED WATER NOTES ''' ' ' 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRA '(, MIST OR MISTING. J. BEST MANAGEMENT PRACTICES SHALL BE USED TO EL/MINA TE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY, AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HA VE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR /RR/GA TION WITH RECYCLED WATER ARE FROM 9: 00 P.M. TO 6: 00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. /RR/GA TION DURING PUBLIC USE PERIODS WIT/-/ DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER TI-IE SUPERVISION OF TI-IE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY TI-IAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BET'NEEN THE HOURS OF 9: OD P.M. TO 6: 00 A.M. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WIND BLOWN SPRAY OR BY DIRECT APPL/CATION TI-IROUGH /RR/GA TION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER- SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALV£S SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULA T/ONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF TI-IE CALIFORNIA HEAL TH AND SAFETY CODE. 74. ALL IRRIGATION PIPE SHALL BE STENCILED Wl1H WARNING, "NON-POTABLE OR RECYCLED WATER", COLOR-CODED (PURPLE) ANO LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD TI-IE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SE'NER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER ANO/OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BET'NEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST Tl'ELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN Tl'ELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER TI-IE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN ANO LOCATIONS PROPOSED FOR RECYCLED WA TE:R "DO NOT DRINK" SIGN SHALL BE CALLED OUT ON THE PLANS. 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM WITHIN THE PROPERTY, WIT/-/ THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, TI-IE RECYCLED PUREYOR'S RULES AND REGULATIONS AND TI-IE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT: JOHN SANDAHL, GRANT GENERAL CONTRACTORS AT (760) 438-7500. OR AFTER HOURS CONTACT: JOHN SANDAHL, GRANT GENERAL CONTRACTORS AT (760) 438-7500. 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DESIGNATED OUTDOOR EATING AREAS ON THE SITE. 24. A PHYSICAL $£PARAT/ON SHALL BE PROVIDED BETl'EEN ADJACENT AREAS !RR/GA TE/) WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 25. ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETl'EEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT WWW.CI.CARLSBAD.CA.US/PDFDOC.HTML?PID=J40. PURPLE BACKROUND r BLACK LOGO ,--1• BLACK LEffiRS 35• / WARNING RE YCLED WA1ER DO NOT DRINK SH HANDS AF1ER CONTACTING LAVESE US MANOS DESPUES DE USAR DO NOT DRINK SHEET NO. RECYCLED WATER SYS17 EM (PRIVATE) SHEET INDEX DWG. SHEET BRESSI RANCH VILLAGE CENTER MAJOR ''B'' BUILDING NO. TITLE 1 TITLE SHEET & RECYCLED WATER NOTES 2 IRRIGATION PLAN 3 IRRIGATION DETAILS R-1.0 1-1.1 1-2.1 1-2.2 1-3.1 P-1,1 P-2,1 P-2,2 P-3.1 4 IRRIGATION DETAILS AND NOTES 5 IRRIGATION SPECIFICATIONS ROAD, EL FUERTE ST AND BRESSI RANCH WAY 6 PLANTING PLAN 7 PLANTING DETAILS 8 PLANTING DETAILS AND NOTES 9 PLANTING SPECIFICATIONS SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF' RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1 /2" X 11 • SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 1. GUIDELINES FOR RECYCLED WATER USE A. IRRIGATE BETl'EEN THE HOURS OF 10: 00 P.M. AND 6: 00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 8. /RR/GA TE IN A MANNER TI-IA T WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPL/CATION RA TE SHALL NOT EXCEED THE INFILTRATION RA TE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOl'EST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AU TOMA TIC CONTROL CLOCKS, (IE, £MPLOY/NG THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). C. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. O. MONITOR AND MAINTAIN TI-IE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS. LEAKS, UNRELIABLE VAL\1£5, ETC., SHOULD 8£ REPAIRED AS SOON AS THEY BECOME APPARENT. E. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUCATING EACH EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING TI-IE 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 AND MODIFICATIONS TO G. · ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROV£D BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 1. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WI TI-I /DEN TIFICA TION TA GS. A. TAGS SHALL BE 'NEATHERPROOF PLASTIC, J"x 4", PURPLE IN COLOR, WITH THE WORDS "WARNING RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ON£ SIDE, AND "AV/SO -AGUA IMPURA-NO TOMAR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: I. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP ..QB_ 3. ATTACH TO VAL VE COVER WITH EXISTING VAL VE COVER BOLT. 2. ALL SPRINKLER /-/EADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. EACH AU TOMA TIC CONTROLLER AND ITS ASSOC/A TED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR T/-1/S PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 8703 OF THE BUSINESS ANO PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY TI-IE LEGEND POC POINT OF CONNECTION ® ~ R'U (. RO FS RECYCLED WATER METER BACKFLOW PREVENTION DEVICE INSTALL PER CMWD RECYCLED WATER LINE RECYCLED WATER PRESSURE SUPPLY LINE FIRE SERVICE LINE DO NOT DRINK SIGN PROJECT SITE/ LIM/ T OF WORK \ \ ' ' ' ' . . ' ~ UTDOOR EA TING AREA NOTE: ENTIRE PROJECT SITE IS IRRIGATED WITH RECYCLED WATER. -PROTECTED AGAINST CON-ACT WITH RECYCLED WATER) INSPECTION PROCEDURES NORTH NO SCALE Inspection of the project shaH be performed by the Landscape Archneot of the Work, or his designated agent. Refer to the specifications far tha- schedu/e of required inspections and required submirtals, 1. District Construction lnsp9ction Shall Include: A. Required separation between potable and recyafed watfK fines (horizontally and vertically). B. p;pe Identification. C. Sleeving at crossings. D. Appropriate materials and markings, including proper quick couplers. An approval letter regarding the inspection of the project shall Pe obtalnod from the City and the District, and be forwarded to the County Health Dftpartment prior to final inspeclion approval. 2. District Final lnspsction Shall Include: A. Signag~ instailed per plan. B. Controlfar Stickers. C. Tagging of valves. D. Coverage test aft.er comp/efon of th• sprinkffitr system to ensure protection of area not approved for recycled rtater use. E. All aspEJcts of the irrigation conditions including windblown spray, NO POTABLE IRRIGATION SYSTEMS ARE PROVIDED WITHIN THE LIMIT OF' WORK. THERE ARE NO DRINKING FOUNTAINS OR EATING AREAS WITHIN THE LIMIT OF WORK. CIVIL DISCLAIMER Assessors Parcel Number 213-191-02 SCHMIDT DESIGN GROUP INC. IS NOT RESPONSIBLE FOR INFORMATION PROVIDED BY THE CIVIL ENGINEER INCLUDED IN THESE IRRIGATION PLANS. CONTRACTOR MUST FIELD VERIFY ACTUAL LOCATIONS OF ALL SCREENED FACILITIES SHOWN ON THESE PLANS . .-------------------, EL CAMINO REAL PALOMA AIRPOR CAD _/ GATEWAY RD. PALOMAR AIRPORT ROAD EL FUERTE ST. _---------=:=;:: ;::::--...___ -I ..._________ ....______________.. MELROSE DR. APPROVED FOR /RR/GA T/ON AND PLAN llNG ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA COUNTY OF SAN DIEGO Dt:PARTMENT OF ENVIRONMENTAL HEALTH LAND A~D WATER QUALITY DIVISION ~-- GLENN LEEKS DATE CITY OF CARLSBAD AND COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LANDSCAPE ARCHITECT OF WORK, OF runoff, and ponding. F. Required protection of alf residential areas. • ENVIRONMENTAL HEALTH SPE 0 LIST MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM NAME & ADDRESS: JEFF JUSTUS, ASSOC/A TE SCHMIDT DESIGN GROUP,INC. 2655 FOURTH A VENUE SAN DIEGO, CA 921 OJ PHONE NO. 619-236-1462 REGISTRATION NO: 4028 EXP/RATION DA TE: 5/31/2011 NO TOME EL AGUA JJ.d__()~:jjft O f#ft~[ REGISTRATION NO. 4028 EXP. 5/31/2011 DIAL TOLL FREE 1 -800-422-4133 AT LEAST lWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA G. Required protection of weirs, streams, reservoirs, etc. H. Cross-connection test if required. I. Color coded, laminated charts inside each controller. 3. Annual Inspection ShaJJ Include: A complete inspection thEit will cov!Jf A../ of the Di~lrict Rnal Inspection.Revisions must be approved by Public Heam, Engineer, City Engine9f and Dislriof. Engine9f prior to implementation in field. Folfowing completion of the won{, the Landscape Architect of the Work will certify that the installation has been completed by submitting tha "Final L~ndsape Certification Form.• A request for a final landscape inspection by the City must also be made by calling the Inspection Request Lina. "Final Lanclscape Certification Form" Fax to: 760-944-8943 Landscape Inspection Request Phone Une,: 760-602-46D2 SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, Sc1,n Diego, CA 92.103 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 SDG PROJECT NO; 10-501.00 PLT DATE: 04/28/2010 ~ NORTH NO SCALE VICINITY MAP TTiA L · • PLANCHECKER (p/;,/to IDATE "AS BU IL T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 1 CITY OF CARLSBAD 9 PLANNING DEPAR~MENT SHEETS 1----+--+------------------i----i----;---i------t PRIVATE (ON Sil E) RECYCLED 1---+----,f---------------------+---+---+---· --WATER SYSTEM FOR: CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME: --=L~N~R~P~R~O~P~E~R~TY~C~O~R~P~. __ 1---t---+---------- BRESSI RANCH VILLAGE CENTER MAJOR "B" BUILDING WASH HANDS ,\FltR CONTACTING >£SE SUS MANOS DESPUES DE USAR ADDRESS: 4350 VON KAMEN AVENUE, SUITE 200 +-------------------+----+--+----1---lAPPROVED Q NEWPORT BEACH. CA 92660 /~_Q-1 lz:• ~tt C..· V'>•lc:> R-1.0 12" X 36" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 1 • BLACK LEffiRS 2" BLACK LEffiRS 18"X18"StZE &. \ )/"Jlf,f. _..---,J.j. TELEPHONE: (949)885-8207 PLANNING DATE .032 ALUMINUM •. 060 ABS PLASTIC ['~-~ .5/SJO _ _J_ __ _J_ __ JiiD:eiRWNNNiisiYy:--;-:-:::----,~;;:;-;;:-;::;-;:;-;;-r~:-;:;;;;:;;::-;:;-;;-i OR STICK-ON VINYi.. SIGNS • I DATE INITIAL DAIE INIT,AL DATE INITIAL : AMS PROJE.CT NO. DRAWING NO. WILLIAM E. PLUMMER DATE DATE PLAN PREPARED: _4~/~9~/2=0~1~0_______ CHCKD SY: TYPICAL SIG NS DEPUTY CITY ENGINEER R.C.E.28116 lXP.3/31/12 BY: SCHMIDT DESIGN GROUP, INC. lNGINllR OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL JJ CT06-24 452-9M ---·------=--=-=--==--===-------~========~======::::::::::::=====::=!::::=========~===:=:=====:::::::=====================================::::::::::::::::::::::::=:=:=-=:::::J " ' ' I ' ' ..M'!:_ I . ' J! l • 'I ' .. ' ' •I .li ,, 'i ·' 11 :1 ' ,, I 11 ;i I " ' . . : _c -v) ~ N -0 _o > I' 12" NOTE: ALL MANIFOLD PIPING AND ISOLATION VALVES TO BE 2" INTO EACH CONTROL VALVE AND 1" TO EACH Q.C. 2'-o· SIDEWALK 0 PRESSURE SUPPLY LINE (SEE PLAN FOR SIZE) BALL VALVES (SEE SPECIFICATIONS AND DETAIL F/1-5) (v QUICKCOUPLER (SEE LEGEND AND DETAIL G/1-5) 0 HEAT BRAND ALL VALVES ~-----12 "----0 '-----0 0 ELECTRIC CONTROL VALVE G) MANIFOLD PIPE-SAM!, SIZE AS PRESSURE SUPPLY LINE LOCATED UNDERNEATH VALVE BOXES NOTE: 1. EACH MANIFOLD SHALL HAVE A MAXIMUM OF 15' SEPARATION. ALL MANIFOLDS ARE TO BE INSTALLED IN PLANTER AREAS WHENEVER POSSIBLE. 2. PROVIDE PURPLE BOXES ON RECYCLED WATER SYSTEMS. <I FLOW lI '----/16 NOTES: 1. ALL THREADED PIPE CONNECTIONS WILL BE SEALED WITH OVERLAPPING WRAPS OF TEFLON TAPE AS REQUIRED TO PREVENT LEAKAGE. 2. WIRE CONNECTORS WILL BE K.B."ONE-STEP' PRE-FILLED TAN) OR EQUAL 3. DIRECT BURIAL COMMON AND CONTROL WIRES WILL BE COILED TO PROVIDE 12'' EXPANSION COILS INSIDE VALVE BOX. 4. PROVIDE PURPLE BOX AND HANDLE ON RECYCLED WATER SYSTEMS. LEGEND: (,) P.V.C LATERAL LINE PER LEGEND. @ SCH. 80 P.V.C. MALE ADAPTER G) SCH. 80 P.V.C. UNION (TXT) 0-RING TYPE LASCO OR EQUAL © SCH.BO P.V.C. NIPPLE 0 WATERPROOF WIRE CONNECTORS PER NOTES © REMOTE CONTROL ELECTRIC VALVE PER LEGEND 0 12" RECTANGULARPLASTIC VALVE BOX (CARSON) WITH LOCKING LID, CONTROLLER AND VALVE NUMBER HEAT BRANDED INTO TOP © FINISH GRADE· ALLOW 2• FOR MULCH IN SHRUB BEDS SET FLUSH IN TURF G) SCH.BO P.V.C. NIPPLE @ SCH.BO FEMALE ADAPTER (TXS) @ PV.C. PIPE ® SCH.40 P.V.C. ELL (SXS) @ SCH.40 P.V.C. TEE MAINLINE @ PRESSURIZED P.V.C. MAINLINE (SXSXS) PER LEGEND @ 24 VOLT DIRECT BURIAL WIRES FROM CONTROLLER PER LEGEND. G) 1 CUBIC FOOT PEA GRAVEL MIN. SUPPORTING VALVE BOX @ UNMORTARED BRICK FOUNDATION 2 LEGEND: 6}------... •-· .,: ,·,--1 f • l ,:.-1 ·;-r--::: !-i· ....... 1 , ........ I 1 .... , .... ! 1:::J I E:~:I i I ....... 111 .......... 1, ,. ..... .. ·--[ !. ..... ,,..c i !. ... .. i I .. ·--·; I 1-~-1 I 4>--- NOTES: 1. ALL THREADED PIPE CONNECTIONS WILL BE SEALED WITH OVERLAPPING WRAPS OF TEFLON TAPE AS REQUIRED TO PREVENT LEAKAGE. 0 0 G) 0 18" © © 0 © G) @ 2. PROVIDE PURPLE BOX AND HANDLE ON RECYCLED WATER SYSTEMS. THREADED PVC SCH BO NIPPLES (NO CLOSE NIPPLES TYP.) PRESSURIZED PVC MAINLINE PVC FEMALE SXT ADAPTER PVC SCH 80 UNION VALVE AS SPECIFIED ON PLANS POSITION VALVE IN BOX SO THAT HANDLE IS FREE TO OPERATE. 10" ROUND (PURPLE) PLASTIC VALVE BOX FOR 1-112" VALVE AND SMALLER. 12" RECTANGULAR (PURPLE) PLASTIC VALVE BOX FOR 2" VALVE AND LARGER. (PER SPECIFICATIONS). INSTALL 2• ABOVE FINISHED GRADE IN SHRUB BED; 112• ABOVE IN LAWN FINISHED GRADE PVC FEMALE ADAPTER PEA GRAVEL 112ft DIAMETER (APPROX. 1 CU. FT.) UNMORTARED BRICK FOUNDATION LEGEND: 0 10" ROUND PLASTIC VALVE BOX WI Q.C. HEAT BRANDED INTO TOP. © QUICK COUPLER VALVE (PROVIDE WITH ACME THREADS ON RECYCLED WATER SYSTEM) PER PLANS G) FINISH GRADE. ALLOW 2" DEPTH FOR TOP MULCH ffi ONE CUBIC FOOT CONCRETE THRUST BLOCK SCH.BO BRASS PIPE SCH.BO PVC 90 0 MAINLINE: SCH 40 FOR 1.5• OR SMALLER; CLASS 31 FOR 2" AND LARGER © MARLEX STREET ELLS (2) REQUIRED PER QUICK COUPLER © SCH.40 PVC. TEE (SXSXT) NOTES: 1. ALL P.V.C. FITTINGS SHALL BE SCH. 40 EXCEPT WHERE NOTED. 2. ALL SCH.BO P.V.C. THREADS SHALL BE WRAPPED WITH TEFLON TAPE. J. ALL THREADED PIPE CONNECTIONS WILL BE SEALED WITH OVERLAPPING WRAPS OF TEFLON TAPE AS REQUIRED TO PREVENT LEAKAGE. 4. PROVIDE PURPLE BOX AND RECYCLED WATER SYSTEMS. 5. QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. ,i:\ MANIFOLD CONFIGURATION 0;1------------® REMOTE CONTROL VALVE © BALUGATEVALVE ® QUICK COUPLER . ., .. :N 4" & 6"+ DIAMETER OF PIPE NO SCALE LEGEND: 0 IMPORTED TOPSOIL ORAMMENDED NATIVE SOIL © FINISHED GRADE @ NATIVE SOIL FREE OF ROCKS AND DEBRIS 3" OR GREATER 0 TRENCH MARKER © SAND BEDDING MATERIAL © IRRIGATION MAINLINE 0 DIRECT BURIAL CONTROL WIRES ® IRRIGATION LATERAL LINE NOTES: 1. WARNING TAPES: SHALL BE A 3'' WIDE CONTINUOUS METALLIC PLASTIC STRIP ABOVE THE MAINLINE (ONE ON THE MAINLINE AND ONE 12" ABOVE THE MAINLINE) 2. ALL PIPE AND CONTROL WIRE UNDER PAVEMENT SHALL BE INSTALLED IN A P.V.C. SLEEVE PER THE IRRIGATION LEGEND & NOTES. (SEE SHEET 1-1.1 PAGE 16) 3. BACKFILL MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 90% MIN. STEP 1: STRIP WIRES 112" FROM ENDS. STEP 3: INSERT SPLICE TO BOTTOM OF GEL-FILLED TUBE. CHECK TO MAKE SURE CONNECTOR HAS BEEN PUSI lED PAST LOCKING FINGERS AND IS SEATED AT STEP 4: POSITION WIRES IN WIRE CHANNELS AND CLOSE INSULATOR TUBE COVER. NOTE: MAXIMUM WIRE SIZES PER CONNECTOR ARE 3 -#14'5 OR 2-#12'5. NO SCALE (,) 2 1 SLIP X SLIP 45 DEGREE ELL (2 REQUIRED} @ ¾" GRAVEL SUMP IN, UNDER, AND AROUND VALVE BOX FILL TO TOP OF VALVE BOXES 3 USE)!" PVC SCRAP TO WRAP 12" OF ADDITIONAL WIRE BEFORE CONNECTING 4 CONNECT WIRES TO VALVE USING WATER TIGHT CONNECTORS 5 MASTER VALVE LEGEND FINISH SURFACE RECTANGULAR VALVE BOX (PURPLE FOR RECYCLED WATER) (DO NOT CUT ADDITIONAL HOLES INTO BOX} PVC SCH. BO MALE ADAPTER (2 REQUIRED) PURPLE PRESSURE SUPPLY LINE,ALIGN WITH FLOW SENSOR (SEE PLAN FOR SIZE) INSTALL FILTER FABRIC AROUND GRAVEL SUMP 1-¼• SCH. 40 WIRE CONDUIT WITH SWEEP FOR MASTER VALVE WIRES (TO FLOW SENSOR) NO SCALE - 5 X PIPE DIA. Ml . DOWN5TR ROM SENSO G) 10" ROUND VAl.VE BOX (PURPLE COLOR FOR RECYCLED WATER) (DO NOT CUT ADDITIONAL HOLES INTO BOX) @ FINISH SURFACE G) CABLE FROM MASTER VALVE TO CONTROLLER ASSEMBLY 0 1-114" CONDUIT FROM MASTER VALVE ASSEMBLY @ CONNECT WIRES TO VALVE USING WATER TIGHT CONNECTORS @ 8" DIA. CL 160 PVC SLEEVE (OTO REST ON TOP EDGE OF PURPLE PRESSURE SUPPLY LINE) NO SCA.LE G) 1-¼" SCH.40 WIRE CONDUIT WITH SWEEP FOR FLOW SENSOR/MASTER VALVE CABLE (TO CONTROLLER} © FLOW SENSOR (SEE LEGEND) © ¾" GRAVEL SUMP !N,UNDER AND AROUND VALVE BOX. FILL TO TOP OF VALVE BOX HOLES. @) INSTALL FILTER FABRIC AROUND GRAVEL SUMP @ PVC REDUCING BUSHING FOR REDUCTION IN PIPE SIZE AT FLOW SENSOR ® MAINLINE/ DIRECT BURIAL CONTROL WIRE NO SCALE ® WIRE CONNECTION NO SCALE @) MASTER VALVE Gi------------ NO SCALE FLOW SENSOR @ 45 DEGREE PVC SCH. 40 SUP X SUP ELL (2 REQ.) EXTEND PRESSURE SUPPLY LINE TO 1a• DEPTH NO SCALE ffi EXISTING SUBGRADE BACKFILL MATERIAL (SEE SPECS) (";;\ CONCRETE THRUST BLOCKS \::.) (SEE SPECS) 0 THRUST BLOCKS © FITTING AS REQUIRED ® PVC BELL REDUCER AS REQUIRED NO SCALE ' IS irl c; ~-STREET SURFACE - TOTAL OF 20' MINIMUM EXTEND 10' MINIMUM ' ON EITHER SIDE l<r. -,.,. EXTEND 10' MINIMUM ON EITHER SIDE POTABLE WATER LINE ,., / SLEEVE PER NOTE 21 SHEETl-1.1 E CONSTANT PRESSUR RECLA NOTES IMED WATER LINE ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN: -STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS. WATER DISTRICT RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS 0 ~1}-fX~k~,Po~~TER PRESSURE LINE AND POTABLE NOTTO SCALE I,_ I : --- SCHMIDT DESIGN GROUP, INC. ••• • ®,,.,. ·•· ~ ·--.,;,w,,· . ••• BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENT.H SENSITIVITV 2655 Fourth Avenue, San Diego, CA 92103 telephone {619) 236-1462 facsimHe {619) 236-8792 www.schmidtdesign.com Lie. CA 2.1381 NV 219, AZ 34139 SDG PROJECT NO; 10-501.00 PLT DATE: 04/09/2010 SIDEWALK CURB METER BOX 'M 1H BOLT DOWN LIO -SIZE TO FIT POTABLE SERVlCE LINE POTABLE WATER METER 24" 0 ----10' MINIMUM TO POTABLE MAINLINE IN STREET RECYCLED WATER IRRIGATION MAINLINE W/ SLEEVE VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. DEVELOPERS NAME: ____________ _ ADDRESS: TFLEPHO'JE; ______ _ DATE PLAN PREPARED: ___________ _ BY: SEE SHEET: 1-1.1 FOR IRRIGATION PLAN 1-2.2 FOR IRRIGATION NOTES APPROVED FOR !RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS B U I LT" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHlET 3 CITY OF CARLSBAD PLANNING DEPARTMENT IRRIGATION DETAILS FOR: BRESSI RANCH VILLAGE CENTER MAJOR "B" BUILDING 9 SHEETS 1-2.1 -+---------------------t---+---t----t----1APPROVED DATE INITIAL DAfE INITIAL ENGINEER OF WORK REVISION DESCRIPl ION OTHER APPROVAL _ ...... -PLANNING +------+-----IDRWN BY: DATE INITIAL AMS Cr'CKD BY: CIIY APPROVAL JJ PROJECT NO. CT06-24 '--I>?.'=" DATE DRAWING NO. 452-9M {. , ,, • ' ~; :1' .. , I 0 SPRAYHEAD LEGEND: CD WALK OR CURB @ BUILDING WALL OR FENCE (WHERE APPLICABLE) @ FINISH GRADE IN TURF AREAS @ POP-UP SPRAY HEAD @ MULCH LA YER IN PLANTING AREAS @ FINISH GRADE IN PLANTING AREAS (J) SCH.BO P.V.C. NIPPLE (2 EACH) SIZE PER HEAD INLET @ MARLEX STREET ELL (2 EACH) SIZE PER HEAD INLET @ P.V C. LATERAL (PER PLAN) @ P.V.C. TEE OR ELL (SXSXT) 0 PURPLE CAP FOR RECYCLED WATER SPRAY HEADS NOTES: I.ALL P.V.C. FITTINGS SHALL BE SCH. 40 EXCcPT WI iERE NOTED. 2. ALL P.V.C. THREADS SHALL BE WRAPPED WITH TEFLON TAPE. • N --- ,---; 9 NO SCALE ® BUBBLER AT TREE PLANTING LEGEND: 0 ROOT BALL SLIGHTI.Y HIGHTER THEN FINISH GRADE r,;-. WATER BASIN· LIGHTWEIGHT PLANTER MIX FROM \V HANSON AGGREGATES/ A-1 SOILS 1-858•577-2727 © JARDINIER ASIS MODULAR CONTAINER IRRIGATION SYSTEM 949--723-2888 OR APPROVED EQUAL 0 P!.ANTER PER PLAN © WATER PROOFING © CONCRETE SURFACE PER ARCHITECT 0 FILTER FABRIC © 3" THICK GRAVEL BASE NOTES: 1. COO RD I NA TE WITH PLANTER TECHNOLOGY FOR SIZE, TYPE, STYLE, AND QUANTITY OF CWM MODULAR UNITS REQUIRED WITHIN EACH POT. LEGEND: 0 0 © © © 0 © © @) @ 6" DIAM. PERFORATED PLASTIC DRAIN PIPE 38" LENGTH -FILL WITH 314" CRUSHED AGGREGATE PVC ELL (TXT) PVC TEE OR ELL (SxSxT) PVC LATERAL LINE PER PLAN WATER BASIN (SEE PLANTING DETAILS) I.P.S. PVC FLEX RISER 1/2" SCH.BO PVC. RISER WATER BASIN FRICTION FIT ACCESS CAP (DD NOT GLUE) BUBBLER PER PLAN (TWO PER TREE) MULCH LAYER PLANT ROOT BALL NO SCALE FROM Rf.CYCLED WATER MAJN FROM RECYCLED WATER MAlN ,-~ METER ~ BACKFLOW PREVENTER PLAN VIEW PROFILE L Y-STRAINER ~ CHECK VALVI ~ 10 ,--------11 _ __,2 • ~ .. , ........ · ,·, .... ,-··. •, . : : ,.:· •:,.·: •· 9,'\-1-U.;h < © SLEEVING 100nm ~ PRESSURE ~ TEST REGULATOR STATION TD PRESSURE ► REGULATOR TO PRESSURE REGULATOR MASTER VALVE ' : 3 : LI· ·-'-- :~~ 4 ::.:.::; 7 1 F D SHRUB PLANTING IN SELF-IRRIGATING PLANTER POT POC SEQUENCE NOTES: NO SCALE 1) REfER TO SECTJONS 15'151 AND 15152 OF THE SPECIFJCATIONS 2) SET TOP OF ME,ER BOX FLUSH WITH SIDEWALK, CURB OR FINISH GRADE 3) INSTALL WARNJNG/JOENTIFICATION TAPE AS SHOWN ON WP-01 4) WATER LATERALS INSTALLED FOR THE USE OF RECYCLED WATER SHALL BE IDENTIFJED AS DESCRIBED IN SECTION 15151 OF THE SPECIFlCATJDNS ; 5) INSTALL WYE STRAINER HORIZONTAL TD SERVICE LATEKAL I 6) MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS L]ST ,;, 7) A MORE STRINGENT METHOD OF BACKFLOW PREVENTION MAY BE REOUJREO ~ AS SHOWN ON ThE APPROVED PLANS ill 1-.....,;c-=-r=c..::."'-='--"'-"-'==...:.;=c.::...-------.----.----------------·~ ITEM SJZE AND DESCRIPTION !TEM NO NO 1 METER ASSEMBLY PER WS-01 & WS-02 7 2 SCH BO PVC, BRASS OR COPPER PIPE 8 3 WYE STRAJNER, SEE NOTE 5 9 4 BRASS CHECK VALVE 5 BRONZE BALL VALVE 10 SIZE ANO DESCRJPTJON • ,1---l----------------+--+-,3-IT'l1l--(~1,2~"-I_B_R_A_S_SB_A_L_L_V_A_L_V_E ___ -l . SCREWED BRASS NIPPLE !TYPlCALI ! METER BOX WITH LID 250mm x 50011'11l ~ j ( 1 O"x 20") OR 425nm x 750rrm t 1 7 "x30" l ~ 10rrm (3,s"l ROCK, 100mm TO 150rrm :1---;_-1-.cc.._;...,;.,__;;c_:,;:_ ___ _:c. _______ --1 ~ 6 SCREWED BRASS UNION (4" TO 6") DEEP j 25mm AND 50mm < 1 "AND 2" > RECYCLED WATER AGENCIES STANDARDS ~ WATER IRRIGATION CHECK VALVE COMMJTTEE APPROVAL: 12/31/2003 .. r,; I NS T AL LAT [ ON DRAWJNG NUMBER: WR-O 3 .__ ________ _;;;...;......~~------....i.;==,..;,;.;;.;=;..._...:.:.:..:,_~~....J ® :~:~R IRRIGATION CHECK VALVE INSTALLATION SCHMIDT DESIGN GROUP, INC. DEVELOPERS NAI.AE: ____________ _ LEGEND: (I} PAVING PER PLAN @ FINISHED GRADE @ CLEAN COMPACTED BACKFILL @ 2 DETECTABLE WARNING TAPES @ SAND BEDDING MATERIAL @ IRRIGATION MAINLINE (j) DIRECT BURIAL CONTROL WIRES @ LATERAL LINES, SEE SPECS. @ UNDISTURBED SOIL @ SCH. 40 PVC SLEEVE 2x PIPE SIZE DIAMETER MIN. NOTE: 1. ALL PIPE AND CONTROL WIRE UNDER PAVEMENT SHALL BE INSTALLED IN A P.V.C. SLEEVE PER THE IRRIGATION NOTE #21 SHEET 1-1.0 PAGE 4 2. BACKFILL MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 90% MIN. 3. PRESSURE MAINLINE SHALL BE INSTALLED ON A 8" SAND BED AND COVERED BY 6" OF SAND PRIOR TO ANY OTHER BACKFILL MATERIAL NO SCALE IRRIGATION NOTES 1. THE IRRIGATION SYSTEM DESIGN INDENTIFIES THE USE OF RECYCLED WATER ON ALL SLOPES, AT ALL BUILDING PADS AND PARKING LOTS. 2. THE IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY FOR CLARITY. LOCATE ALL PIPING, VALVES, BACKFLOW PREVENTERS, AND OTHER IRRIGATION EQUIPMENT WITHIN PLANTING AREAS UNLESS NOTED OR DIRECTED OTHERWISE. LOCATE ALL VALVES AND VALVE BOXES SIX INCHES FROM EDGE OF PAVING OR CURB. 3. EXISTING UTILITIES AND FIELD CONDITIONS: PRIOR TO EXCAVATION, LOCATE ALL CABLES, CONDUITS, AND UNDERGROUND UTILITIES.CONTRACTOR SHALL BE RESPONSIBLE FOR AN UNDERGROUND UTILITY SERVICE TO LOCATE AND MARK UTILITIES. CONTRACTOR WILL TAKE PROPER PRECAUTIONS NOT TO DAMAGE OR DISTURB SUCH UNDERGROUND IMPROVEMENTS. NOTIFY THE OWNER IMMEDIATELY IF A CONFLICT EXISTS BETWEEN SUCH OBSTACLES AND THE PROPOSED WORK. PROCEED IN SAME MANNER IF ROCK LAYERS OR ANY OTHER CONDITIONS ENCOUNTERED UNDERGROUND MAKE CHANGES ADVISABLE. 4. ALL PIPING AND WIRING UNDER ROADWAYS AND PAVING AND THROUGH WALLS SHALL BE SLEEVED. 5. USE TWO WRAPS OF THREE-QUARTER INCH (314") TEFLON TAPE FOR ALL THREADED VALVE CONNECTIONS. 6. AUTOMATIC IRRIGATION CONTROLLER IS TO BE SUPPLIED AND INSTALLED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTION OF FIELD WIRES TO APPROPRIATE TERMINAL STRIPS. 7. ADJUST ALL SPRINKLERS TO AVOID OVERSPRAY ONTO WALLS, WALKS, STREETS, UTILITY BOXES, BUILDINGS AND OTHER IMPROVEMENTS. B. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNED ON THE PLANS. 9. CONTRACTOR SHALL INSTALL IN-LINE ANTI-DRAIN VALVES AS WARRANTED BY SITE CONDITIONS TO ALLEVIATE LOW HEAD DRAINAGE. 10. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REVISIONS NECESSARY. 11. THE CONTRACTOR SHALL KEEP AN UP-TO-DATE COMPLETE "AS-BUILT" RECORD SET OF PRINTS WHICH SHALL BE UPDATED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DESIGN. 12. INSTALL IRRIGATION HEADS IN TURF AREAS 2" FROM WALKS AND HARDSCAPE AREAS. 13. ALL CONTROL VALVES SHALL BE MANIFOLDED AND GROUPED IN ONE AREA SHOWN ON PLAN. VALVES SHALL BE SET AT RIGHT ANGLES TO EDGES. INSTALL VALVES BOXES 6" FROM EDGES OF HARDSCAPE AREAS. 14. CONTRACTOR SHALL REMOVE AND DISCARD DAILY, ALL (REMOVED) PIPING DURING TRENCHING OPERATION. 15. CONTRACTOR SHALL REVIEW IRRIGATION SPECIFICATIONS PRIOR TO BEGINNING WORK. REFER TO TECHNICAL SPECIFICATIONS AND CONSTRUCTION DETAILS FOR INSTALLATION PROCEDURES. 16. CONTRACTOR SHALL HEAT BRAND ALL PLASTIC VALVES BOXES WITH THE FOLLOWING LABELS. ALL LETTERS SHALL BE ONE INCH (1") HIGH. LETTERING ON VALVE BOX LIDS SHALL BE PLACED ON THE SAME LOCATION ON EACH VALVE BOX LID, AND ALL LABELING SHALL FACE THE SAME DIRECTION. QUICK COUPLER VALVE BOXES SHALL BE LABELED "QVC" BALL VAVE BOXES "BV' 17. ALL BOLTS FOR LOCKING VALVE BOX LIDS SHALL BE STAINLESS STEEL. 18. CONTRACTOR SHALL CONTACT PROJECT LANDSCAPE ARCHITECT PRIOR TO ANY TRENCHING OPERATIONS. 19. PROVIDE CONCRETE THRUST BLOCKS ON ALL MAINLINES 2·½" AND GREATER.PER DETAIL AND SPECIFICATIONS. PROJECT LANDSCAPE ARCHITECT SHALL BE NOTIFIED 48 HOURS (2 WORKING DAYS) PRIOR TO THE START OF CONSTRUCTION. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION SHALL BE SUBJECT TO REJECTION AND REMOVAL. 20. CALSENSE CONTROLLERS,FLOW SENSOR, MASTER VALVE,PHONE MODEM ALL SHALL BE TESTED AND WRITTEN CERTIFICATION PROVIDED BY CALSENSE TO OWNER PRIOR TO TURN OVER OF PROJECT. 21. MINIMUM PIPE COVERAGE SHALL BE AS FOLLOWS: A. PRESSURE LINES: -LESS THAN 3" IN DIAMETER• 18' COVER -3". 5 112" IN DIAMETER· 24" COVER • 6' OR GREATER IN DIAMETER. 36" COVER B. LATERAL LINES: 12" COVER C. SLEEVES UNDER ROADS: • 6" OR LESS IN DIAMETER• 36" COVER -GREATER THAN 6' IN DIAMETER-48" COVER D. SLEEVES UNDER PAVING (NON-ROADS): SAME AS A. ABOVE 22. SLEEVING SHALL BE AS FOLLOWS: A. SLEEVES UNDER ROADS: • 6" OR LESS IN DIAMETER· 36" COVER ·GREATER THAN 6" IN DIAMETER -48" COVER • SCHEDULE BO PVC B. SLEEVES UNDER PAVING (NON-ROADS): • LESS THAN 3" IN DIAMETER· 18" COVER • 3". 5112" IN DIAMETER· 24" COVER • 6" OR GREATER IN DIAMETER· 36" COVER • SCHEDULE 40 PVC APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA " AS BU I LT" TITLE DATE REViEWED BY: SEE SHEET: 1-1.1 FOR IRRIGATION PLAN INSPECTOR DATE 1-2.1 -1-2.2 FOR IRRIGATION DETAILS CARLSBAD MUNICIPAL WATER DISTRICT SHEET 4 CITY OF CARLSBAD PLANNING DlPARTMENT IRRIGATION DETAILS AND NOTES FOR: BRESSI RANCH VILLAGE CENTER MAJOR "B' BUILDING 9 SHEETS 1-2.2 BALANCING. ARTIST JC EXPRESSION IN DESJCiN WITH ENVIRONMCNTAL SENSITIVITY ADDRlS~ ~--~-~ 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 2-36-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 SOG PROJECT ND: 10-501 00 PL T DATE 04/09/2010 ~-- TELEPHO~E: DA~E PLAN PREPARED: __________ _ BY: DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ' ,,, ~~, " ,,, .J ,-·,1 ' .t -:~ _,,, ~! -~"' ., " , ... ~ ,, ,· J) IRRIGATION SPECIFICATIONS PART 1 .OD GENERAL 1 .01 GENERAL REQUIREMENTS A. THE CONTRACTOR SHALL FURNISH ALL LABOR, TOOLS, MACHINERY, MATERIALS, AND PROCESSES NECESSARY TO COMPLETE THE IRRIGATION SYSTEM DESCRIBED HEREIN AND SHOWN ON THE CONTRACT DOCUMENTS. B. CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND SITE RESTRICTIONS. C. CONTRACTOR SHALL DETERMINE THE LOCATION AND DEPTH OF ALL SITE UTILITIES, ANY UTILITY OR GRADING INFORMATION PROVIDED ON THE CONTRACT DOCUMENTS IS FOR THE CONTRACTOR'S REFERENCE. THERE IS NO GUARANTEE AS TO THE ACCURACY OF THE INFORMATION. CONTRACTOR SHALL LOCATE AND VERIFY UTILITY LOCATIONS TO HIS SATISFACTION, D. CONTRACTOR SHALL BE HELO RESPONSIBLE FOR ALL REPAIRS MADE NECESSARY BY THE NEGLIGENCE OF HIS CREWS. E. THE GENERAL AND SPECIAL CONDITIONS AND NOTES OF THE CONTRACT AFPLY TO THE WORK OF THIS SECTION THE SAME AS THOUGH WRITTEN HEREIN. 1.02 ORDINANCES AND REGULATIONS A ALL LOCAL, MUNICIPAL AND STATE LAWS AND RULES & 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 BV THE CONTRACTOR ANYTHING CONTAINED IN THE SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFLICT WITH ANY OF THE ABOVE RULES, REGULATIONS, OR REQUIREMENTS OF THE SAME. HOWEVER, WHEN THE SPECIFICATIONS AND/OR CONTRACT DOCUMENTS CALL FOR, OR DESCRIBE MATERIALS, WORKMANSHIP OR CONSTRUCTION OF HIGHER QUALITY, HIGHER SlANDARDS OR A LARGER SIZE, SPECIFICATIONS AND/DR CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE OVER THE REQUIREMENTS OF THE SAID RULES AND REGULATIONS, B. CONTRACTOR SHALL OBTAIN PERMITS AND PAY ALL FEES ASSOCIATED WITH THE CONSTRUCTION OF THE IMPROVEMENTS. 1 ,03 SCOPE OF WORK A THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, EQUIPMENT AND TRANSPORTATION NECESSARY TO PERFORM THE WORK ON THE CONTRACT DOCUMENTS AND AS SFECIFIED HEREIN AND AS REQUIRED TO COMPLETE THE CONTRACT PROPERLY. B. THE CONTRACTOR SHALL PROTECT THE WORK, ADJACENT PROPERTY AND THE PUBLIC, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE, INJURY AND LOSS DUE TO HIS ACTS OR NEGLECT. C. THE CONTRACTOR SHALL SUBMIT UNIT COSTS TO THE OWNER FOR ADDITIONS OR DELETIONS TO THE CONTRACT DOCUMENTS, D, WORK NOT INCLUDED: N,I.C., BY OTHERS, EXISTING 1.04 SCHEDULE OF WORK A. UPON AWARD OF THE CONTRACT A WORK SCHEDULE SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR CARRYING OUT THE WORK, UPON APPROVAL, NO MODIFICATIONS SHALL BE MADE TO THIS SCHEDULE WITHOUT THE WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. B. FINISH GRADING AND LANDSCAPE INSTALL6.TION SCHEDULE OF WORK SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. 1.05 COORDINATION A CONTRACTOR SHALL REPORT TO THE LANDSCAFE ARCHITECT ANY DEVIATIONS BETWEEN CONSTRUCTION CONTRACT DOCUMENTS, SPECIFICATIONS, AND THE SITE. FAILURE TO DO SO PRIOR TO THE INSTALLATION OF THE IMPROVEMENTS AND RESULTING IN REPLACING, AND/OR RELOCATING IMPROVEMENTS, SHALL BEAT THE CONTRACTOR'S EXPENSE. 8, CARE SHALL BE TAKEN TO COORDINATE THE WORK AT ALL TIMES WITH OTHER CONTRACTORS WORKING IN AND ADJACENT TO THE AREAS IN THIS CONTRACT. THIS IS TO JNSUREAN ORDERLY ANO EFFICIENT INSTALLATION PROCEDURE, AND TO MJNIMIZE CONFLICTS WITH OTHER CONSTRUCTION OPERATIONS. 1.08 EXPLANATION OF CONTRACT DOCUMENTS A. DUE TO THE SCALE OF CONTRACT DOCUMENTS, IT IS NOT POSSIBLE TO SHOW ALL OFFSETS, FITTING, OR SLEEVES WHICH MAY BE REQUIRED. CAREFULLY INSFECT ALL CONDITIONS OF WORK ACCORDING TO THE ACTUAL SITE AND PLAN INSTALLATION ACCORDINGLY FURNISHING ALL PIPE AND FITTINGS TO MEET THE SYSTEMS REQUIREMENTS. CONTRACTOR SHALL REPORT ANY CONFLICTS PRIOR TO BEGINNING WORK. WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEMS, PLANTING AND ARCHITECTURAL FEATURES. 1.07 SUBSTITUTIONS A. NO SUBSTITUTIONS OF IRRIGATION EQUIPMENT OR OTHER CONSTRUCTION MATERIALS WILL BE PERMITTED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. IF IRRIGATION EQUIPMENT SUBSTITUTIONS ARE ACCEPTED AND ARE OF LESS VALUE THEN THOSE SPECIFIED, THE CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT. B. THE RIGHT TO CHANGE: THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO CHANGE THE MANUFACTURER, MODEL, AND/OR SIZES OF IRRIGATION EQUIPMENT TO BE FURNISHED, PROVIDED THAT THE COST OF SUCH EQUIPMENT CHANGES DO NOT EXCEED THE COST OF THE IRRIGATION EQUIPMENT IN THE ORIGINAL BID. THE CONTRACTOR SHALL BE NOTIFIED AND THE CHANGES CONFIRMED IN WRITING PRIOR TO THE IRRIGATION INSTALLATION OPERATION COMMENCING. CHANGES IN ANY IRRIGATION EQUIPMENT FURNISHED THAT REQUIRES A Rl:DUCTION OR ADDITION IN COST SHALL REQUIRE AN ADJUSTMENT IN THE CONTRACT COST. 1.08 REJECTIONS A. ANY IRRIGATION EQUIPMENT AND/OR WORK MAY BE REJECTED IF IN THE OPINION OF THE LANDSCAPE ARCHITECT SUCH DOES NOT MEET THE REQUIREMENT AND Tl lE SPECIFICATIONS. ALL REJECTED WORK AND/OR IRRIGATION l=QUIPMENT SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR AT HIS EXPENSE. REJECTED WORK SHALL BE REDONE IN A TIMELY MANNER AND APPROVED BY THE LANDSCAFE ARCHITECT. 1.09 SUBMITTALS A. SUBSTITUTIONS: SUBMIT 3 COPIES OF CATALOG INFORMATION ON MATERIALS WHICH ARE TO BE SUBMITTED FOR SUBSTITUTION. COMPLETE MATERIAL LIST SHALL BE SUBMITTED PRIOR TO PERFORMING ANY WORK. NO SUBSTITUTION WILL BE PERMITTED WITHOUT PRIOR WRITTEN AFPROVAL BY THE LANDSCAPE ARCHITECT. 1.10 RECORD CONTRACT DOCUMENTS (AS-BUILT) INFORMATION A. A SET OF CONTRACT DOCUMENTS SHALL BE KEPT AT THE SITE OFFICE DURING CONSTRUCTION. ALL WORK THAT IS INSTALLED SHALL BE REVIEWED FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS. IF NEW WORK OR WORK AS SHOWN ON THE CONTRACT DOCUMENTS JS DIFFERENT, THE CONTRACTOR SHALL NOTE THE INSTALLATION 'RECORD DRAWING'. THE MARKED CONTRACT DOCUMENTS SHALL BE KEPT CURRENT AS THE WORK PROGRESSES AND SHALL BE AVAILABLE FOR INSPECTION BY THE LANDSCAFE ARCHITECT UPON REQUEST. AT 2 WEEKS PRIOR TO THE "NOTICE OF COMPLETION", THESE OR A COPY OF THE AS-BUILT CONTRACT DOCUMENTS SHALL BE DELIVERED TO THE LANDSCAPE ARCHITECT. FINAL IRRIGATION AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL MYLARS WILL BE REQUIRED TO BE AFPROVED AND SIGNED BY THE CITY PRIOR TO PLANNING DEPARTMENT SIGNING THE PERMIT CARD. 1.11 DELIVERY, STORAGE, AND HANDLING A. DELIVER, UNLOAD, STORE, AND HANDLE MATERIALS, PACKAGING, BUNDLING, PRODUCTS, IN DRY, WEATHERPROOF, WATERPROOF CONDITION IN MANNER TO PREVENT DAMAGE, BREAKAGE, DETERIORATION, INTRUSION, IGNITION, EXCESSIVE EXPOSURE TO SUN, AND VANDALISM. DELIVER IN ORIGINAL UNOPENED PACKAGING CONTAINERS PROMINENTLY DISPLAYING MANUFACTURER NAME, VOLUME, QUANTITY, CONTENTS, INSTRUCTIONS, AND CONFORMANCE TO LOCAL, STATE, AND FEDERAL LAW. REMOVE AND REPLACE CRACKED, BROKEN, OR CONTAMINATED ITEMS OR ELEMENTS PREMATURELY E:XPOSEDTO MOISTURE, INCLEMENT WEATHER, SNOW, ICE, TEMPERATURE EXTRCMES, FIRE, OR JOB SITE DAMAGE. B. HANDLING OF PVC PIPE -EXERCISE CARE IN HANDLING, LOADING AND STORING OF PVC PIPE. ALL PVC PIPE SHALL BE TRANSPORTED IN A VEHICLE WHICH ALLOWS LENGTH OF PIPE TO LIE FLAT SO AS NOT TO SUBJECT IT TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOADS. ALL SECTIONS OF PIPE THAT HAVE BEEN DENTED OR DAMAGED SHALL BE DISCARDED, AND IF INSTALLED, SHALL BE REMOVED AND REPLACED WITH NEW PIPING. 1.12 PUBLIC SAFETY A THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO INSURE THE SAFETY OF ALL WORKERS, PEDESTRIANS AND ADJACENT PROPERTY IN ACCORDANCE WITH CALIFORNIA/OSHA REQUIREMENTS. THE LANDSCAPE ARCHITECT ANDIOR CONSULTANTS DO NOT PRACTICE OR CONSULT IN THE FIELD OF SAFETY ENGINEERING, THE LANDSCAFE ARCHITECT DOES NOT DIRECT THE CONTRACTORS OPERATIONS AND IS NOT RESPONSIBLE FOR PERSONNEL OTHER THAN DUR OWN ON THE SITE. THE SAFETY OF OTHERS JS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE LANDSCAFE ARCHITECT IF HE CONSIDERS ANY OF THE RECOMMENDED ACTIONS IN THE CONTRACT DOCUMENTS TO BE UNSAFE. B. PROTECTION OF PROPERTY: 1. PRESERVE AND PROTECT ALL TREES, PLANTS, MONUMENTS, STRUCTURES, AND PAVED AREAS FROM DAMAGE DUE TO WORK OF THIS SECTION, IN THE EVENT DAMAGE DOES OCCUR, ALL DAMAGE SHALL BE CCMPLETEL Y REPAIRED OR REPLACED TO SATISFACTION OF OWNER AND PAID BY CONTRACTOR. 2. PROTECT BUILDINGS, WALKS, WALLS, AND OTHER PROFERTY FROM DAMAGE. MARK AND BARRICADE OPEN DITCHES. DAMAGE CAUSED TO ASPHALT, CONCRETE, OR OTHER BUILDING MATERIAL SURFACES SHALL BE REPAIRED OR REPLACED AT NO COST TO OWNER. RESTORE DISTURBED AREAS TO ORIGINAL CONDITION. REPLACEMENT OF PAVING AND CURBS -WHERE TRENCHES AND LINES CROSS EXISTING ROADWAYS, PATHS, CURBING, ETC., DAMAGE TO THESE SHALL BE KEPT TO A MINIMUM AND SHALL RF RF~TORFn TO ()Rlr.JNAI r.0Nnmrn1.1 ,,1 " : I C. EXISTING TREES: 1. ALL TRENCHING OR OTHER WORK UNDER LIMB SPREAD OF ANY AND ALL EVERGREENS DR LOW BRANCHING DECIDUOUS MAT!oRIAL SHALL BE DONE BY HAND OR BY OTHER METHODS SO AS TO PREVENT DAMAGE TO LIMBS OR BRANCHES. 2. WHERE IT IS NECESSARY TO EXCAVATE ADJACENT TO EXISTING TREES, USE ALL POSSIBLE CARE TO AVOID INJURY TO TREES AND TREE ROOTS, EXCAVATION, IN AREAS WHERE 2 INCH AND LARGER ROOTS OCCUR, SHALL BE DONE BY HANO. ROOTS 2 INCHES OR LARGER IN DIAMETER, EXCEPT DIRECTLY IN THE PATH OF PIPE OF CONDUIT, SHALL BE TUNNELED UNDER AND SHALL BE HEAVILY WRAFPED WITH BURLAF TO PREVENT SCARRING OR EXCESSIVE DRYING. WHERE A TRENCHING MACHl."llE IS OPERATED CLOSE TO TREES HAVING ROOTS SMALLER THAN 2 INCHES IN DIAMETER, WALL OF TRENCH ADJACENT TO TREE SHALL BE HAND TRIMMED, MAKING CLEAN CUTS THROUGH ROOTS. ROOTS 1 INCH AND LARGER IN DIAMETCR SHALL BE PAINTED WITH TWO COATS OF "TREE SEAL', TRENCHES ADJACENT TO TREES SHALL BE CLOSED WITHIN 24 HOURS, AND WHEN THIS IS NOT POSSIBLE, SIDE OF TRENCH ADJACENT TO TREE SHALL BE KEPT SHADED WITH MOISTENED BURLAP OR CANVAS. D. PROTECTION AND REPAIR OF UNDERGROUND LINES 1. REQUEST PROPER UTILITY COMPANY TD STAKE EXACT LOCATION AND DEPTH OF ALL UNDERGROUND ELECTRIC, GAS, OR TELEPHONE LINES. TAKE WHATEVER PRECAUTIONS ARE NECESSARY TO PROTECT THESE UNDERGROUND LINES FROM DAMAGE. IN THE EVENT DAMAGE DOES OCCUR, ALL DAMAGE SHALL BE REPAIRED BY CONTIRACTOR, AND ALL COSTS OF SUCH REPAIRS SHALL BE PAID BY CONTRACTOR. 1 .13 WARRANTY/ GUARANTEE A. CONTRACTOR SHALL WARRANT MATER:ALS AGAINST DEFECTS FOR A PERIOD OF ONE VEAR FROM NOTICE OF COMPLETION, CONTRACTOR SHALL GUARANT!oE WORKMANSHIP FOR SIMILAR PERIOD. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING MATERIAL WARRANTY ITEMS WITH MANUFACTURER/DISTRIBUTOR. B. SETTLING OF BACKFILLED TRENCHES WHICH MAY OCCUR DURING GUARANTEE PERIOD SHALL BE REPAIRED BY CONTRACTOR AT NO EXPENSE TO OWNER, INCLUDING COMPLETE RESTORATION OF DAMAGED PROPERTY. C. EXPENSES DUE TO VANDALISM PRIOR TO NOTICE OF COMPLETION SHALL BE BORNE BY CONTRACTOR. 1.14 MAINTENANCE A, FURNISH THE FOLLOWING MAINTENANCE ITEMS TO OWNER PRIOR TO NOTICE OF COMPLETION, 1. (2) SETS DF SPECIAL TOOLS REQUIRED FDR REMOVING, DISASSEMBLING, AND ADJUSTING EACH TYPE OF SPRINKLER HEAD AND VALVE SUPPLIED ON THIS PROJECT. 2. (2) KEYS FOR EACH AUTOMATIC CONTROLLER, LOCKING VALVE BOXES AND LOCKING QUICK COUPLERS. 3, (4) IRRIGATION HEADS WITH NOZZLES (OF EACH TYPE USED) FOR EVERY 100 IRRIGATION HEADS USED, 4, OPERATION MANUALS FOR CONTROLLERS AND ANY OTHER EQUIPMENT USED ON PROJECT. 5, A REDUCED KEY MAP OF THE SITE HIGHLIGHTING EACH VALVE CONTROL AREA WITH A DIFFERENT COLOR. THIS MAP SHALL BE LAMINATED AND SHALL FIT INSIDE OF THE CONTROLLER BOX. PART 2.00 MATERIALS 2.01 PIPE AND FITTINGS A. MAIN LINES (CONSTANT PRESSURE) 2" AND LARGER SHALL BE POLYVINYL-CHLORIDE (PVC) 1120-160/200 P.SJ,, CLASS 315 WITH SOLVENT WELD CONNECTIONS; 1-1/2'' AND SMALLER SHALL BE PVC SCHEDULE 40. 1. SOLVENT WELD MAIN LlNE: AT CHANGES IN DIRECTION OR BRANCH MAINS, USE APPROPRIATE SCHEDULE 40 PVC FITTINGS AS AFPROVED BY THE UNIFORM PLUMBINC, CODE. B. LATERAL LINES (NON-PRESSURE) 3/4" AND LARGER SHALL BE CLASS 200 PVC PLASTIC PIPE,1_ SOLVENT WELD LATERAL LINE: AT CHANGES IN DIRECTION OR BRANCH MAINS, USE APPROPRlATE SCHEDULE 40 PVC FITTINGS AS APPROVED BY THE UNIFORM PLUMBING CODE, C. FLEXIBLE TUBING SHALL BE PVC FLEXIBLE AS SPECIFIED IN CONTRACT DOCUMENTS, D, CONNECTIONS BETWEEN MAIN LINES AND REMOTE CONTROL VALVES SHALL BE OF SCHEDULE BO PVC (THREADED BOTH ENDS) NIPPLES AND FITTINGS, E, RISERS SHALL BE AS FOLLOWS: SCHEDULE ao PVC THREADED NIPPLES AND SCHEDULE ao PVC ELLS AS SHOWN IN THE CONSTRUCTION DETAILS, 2.02 MISCELLANEOUS INSTALLATION MAT!oRJALS A. SOLVENT CEMENT ANO PRIMER FOR SOLVENT WELD JOINTS SHALL BE Of MAKE AND TYPE APPROVED BY MANUFACTURER(S) OF PIPE AND FITTINGS. CEMENT SHALL BE MAINTAINED AT PROPER CONSISTENCY THROUGHOUT USE, B. PIPE JOINT COMPOUND SHALL BE NON-HARDENING, NON-TOXIC MATERIALS DESIGNED SPECIFICALLY FOR USE ON THREADED CONNECTIONS IN WATER CARRYING PIPE. PERFORMANCE SHALL BE SAME AS TEFLON TAPE. 2.03 MISCELLANEOUS EQUIPMENT A. PROVIDE ALL EQUIPMENT CALLED FOR BY THE CONTRACT DOCUMENTS. B, VALVE BOXES, 1. MANUAL VALVES, DRIP LINE BLOW-OUT STUBS, AND WIRE SPLICE BOX - AMETEK 10" CIRCULAR BOX. 2. 3/4 INCH THROUGH 2 INCH CONTROL VALVES -AMETEK 12" STANDARD BOX 3, DRIP VALVE ASSEMBLIES-AMETEK 12" STANDARD BOX, C, ELECTRICAL CONTROL WIRING: 1, LOW VOLT AGE: D. ELECTRICAL CONTROL WIRE· AWG UF UL APPROVED NO 14 GAUGE DIRECT BURIAL COFPER WIRE FOR ALL CONTROL WIRES, AND NO, 14 GAUGE DIRECT BURIAL COPPER WIRE FOR ALL COMMON WIRES. E, WIRE COLORS, 1. CONTROL WIRES -RED. 2. COMMON WIRES -WHITE. 3, MASTER VALVE WIRES-BLUE 4. SPARE WIRES -GREEN rtABELED AT TERMINATIONS). F. IF MULTIPLE CONTROLLERS ARE UTILIZED, AND WIRE PATHS OF DIFFERENT CONTROLLERS CROSS EACH OTHER, BOTH COMMON AND CONTROL WIRES FROM EACH CONTROLLER SHALL BE DIFFERENT COLORS AFPROVED BV LANDSCAPE ARCHITECT. G. CONTROL WIRE CONNECTIONS SHALL BE MADE WITH 3M DIRECT BURY SPLICE, RAIN BIRD PENTITE CONNECTORS, OR SIMILAR DRY SPLICE METHOD. 1. HIGH VOLTAGE· WIRE SIZE AND TYPE SHALL BE AS REQUIRED BY LOCAL CODES, ORDINANCES AND PROPER SIZE TD ACCOMMODATE NEEDS OF EQUIPMENT SERVICED, H. ELECTRIC CONTROL VALVES-AS SPECIFIED IN CONTRACT DOCUMENTS. I, SPRINKLER HEADS-AS SFECJFIED IN CONTRACT DOCUMENTS. FABRICATE RISER UNITS IN ACCORDANCE WITH DETAILS IN CONTRACT DOCUMENTS-WITH RISER NIPPLES OF SAME SIZE AS RISER OFENING IN SPRINKLER BODY. J. PRESSURE GAUGES -SHALL BE AS SPECIFIED IN CONTRACT DOCUME,TS K. STRAINER· SHALL BE AS SPECIFIED IN CONTRACT DOCUMENTS L PRESSURE REDUCING VALVE-AS SPECIFIED IN CONTRACT DOCUMENTS. M. AUTOMATIC CONTROLLER· AS SPECIFIED IN CONTRACT DOCUMENTS. N, BALL VALVES-AS SPECIFIED IN CONTRACT DOCUMENTS, 0. BACKFLOW PREVENTION DEVICE -AS SPECIFIED IN CONTRACT DOCUMENTS. PART 3.00-INSTALLATION 3.01 PREPARATION A SCHEDULE AND COORDINATE PLACEMENT OF MATERIALS AND EQUIPMENT IN MANNER TO EFFECT THE EARLIEST COMPLETION OF WORK IN CONFORMANCE WITH CONSTRUCTION AND PROGRESS SCHEDULE. 3.02 LAYOUT A. LAY OUl WORK AS ACCURATELY AS POSSIBLE IN ACCORDANCE WITH DIAGRAMMATIC CONTRACT DOCUMENTS. WHERE CONDITIONS DO NOT PERMIT LOCATION OF PIPING, VALVES AND HEADS WHERE SHOWN, NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY AND DETERMINE RELOCATION IN JOINT CONFERENCE. B. RUN PIPELINES AND AUTOMATIC CONTROL WIRING IN COMMON TRENCHES WHEREVER PRACTICAL, SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 236-8791 www.schmidtdesign.com lie. CA 2138., NV 219, AZ 34139 SDG PROJECT NO: 10-501.00 PLT DATE: 04f0912010 3.03 EXCAVAT1'G AND TRENCHING A. INST AU SLEEVING UNDER EXISTING ASPHALT PAVING AND CONCRETE WALKS, TO ACCOMMODATE PIPING AND WIRING. B. TRENCHING -TRENCH EXCAVATION SHALL FOLLOW.AS MUCH AS POSSIBLE, LAYOUT SHOWN IN CONTRACT DOCUMENTS. DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. TRENCH BOTTOM SHALL BE CLEAN AND SMOOTH WITH ALL ROCK AND ORGANIC DEBRIS REMOVED. PRESSURE SUPPLY LINE TRENCHES SHALL BE OVER-EXCAVATED AS REQUIRED TO ALLOW FOR BEDDING MATERIAL. 1, CLEARANCES: A PIPING SMALLER THAN 3 INCHES-TRENCHES SHALL HAVE A MINIMUM WIDTH OF 7 INCHES. B. LINE CLEARANCE -PROVIDE NOT LESS THAN 6 INCHES OF CLEARANCE BETWEEN EACH LINE, AND NOT LESS THAN 12 INCHES OF CLEARANCE BETWEEN LINES OF OTHER TRADES. 2. PIPE AND WIRE DEPTH: A. PRESSURE SUPPLY PIPING• 18 INCHES FROM TOP OF PIPE TO FINISHED GRADE. B, NON-PRESSURE PIPING (POP-UP) -12 INCHES FROM TOP OF PIPE TO FINISHED GRADE. C, CONTROL WIRING -SIDE OF PRESSURE SUPPLY LINE, 3. BORING WILL BE PERMITTED ONLY WHERE PIPE MUST PASS UNDCR OBSTRUCTION(S) WHICH CANNOT BE REMOVED. IN BACKFILLING BORE, FINAL DENSITY OF BACKFILL SHALL MATCH THAT OF SURROUNDING SOIL IT IS ACCEPTABLE TO USE SLEEVES OF SUITABLE DIAMETER INSTALLED FIRST BY JACKING OR BORING, AND PIPE LAID THROUGH SLEEVES. OBSERVE SAME PRECAUTIONS AS THOUGH PIPE WERE INSTALLED IN OPEN TRENCH. 3.04 ASSEMBLING PIPELINES A. ALL PIPE SHALL BE ASSEMBLED FREE FROM DIRT AND PIPE SCALE. FIELD CUT ENDS SHALL BE REAMED ONLY TO FULL DIAMETlcR WITH ROUGH EDGES AND BURRS REMOVED. 8, SOLVENT WELD JOINT: EACH INSTALLER SHALL BE PROPERLY TRAINED IN TECHNIQUES FOR MAKING CORRECT JOINTS PRIOR TO PERFORMING WORK ON THE SITE: 1. PREPARE JOINT BY FIRST MAKING SURE THE PIPE END IS SQUARE, THEN DEBURRING THE PIPE END AND CLEANING PIPE AND FITTING OF DIRT, DUST AND MOISTURE. 2. SNAKE PIPE IN TRENCH AS MUCH AS POSSIBLE TO ALLOW FOR EXPANSION AND CONTRACTION. 3. DRY-INSERT PIPE INTO FITTING TO CHECK FOR MIS-SIZING. PIPE SHOULD ENTER FllTJNG 1/3 TO 213 DEPTH OF SOCKET. 4. LAY PIPE AND MAKE ALL PLASTIC TO PLASTIC JOINTS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 5. SOLVENT WELD JOINTS SHALL BE MADE BY PROCESS AND MATERIALS AS RECOMMENDED BY THE MANUFACTURER 6. CURE JOINT A MINIMUM OF THIRTY (30) MINUTES BEFORE HANDLING AND AT LEAST (24) HOURS BEFORE ALLOWING WATER IN THE PIPE C. THREADED JOINT: 1. FIELD THREADING OF PLASTIC PIPE OR FITTINGS IS NOT PERMITTED. FACTORY- FORMED THREADS ONLY WILL BE PERMITTED, 2. FACTORY-MADE NIPPLES SHALL BE USED WHEREVER POSSIBLE. FIELD-CUT THREADS IN METALLIC PIPE WILL BE PERMITTED ONLY WHERE ABSOLUTELY NECESSARY. WHEN FIELD THREADING, CUT THREADS ACCURATELY ON AXIS WITH SHARP DIES. 3. ALL THREADED JOINTS SHALL BE MADE UP WITH PIPE JOINT COMPOUND. AFPL Y COMPOUND TO MALE THREADS ONLY. 4. WHERE ASSEMBLING METALLIC PIPE TO METALLIC FITTING OR VALVE, NO MORE THAN THREE (3) FULL THREADS SHALL BE VISIBLE WHEN JOINT JS MADE UP 5, WHERE ASSEMBLING SOFT METAL (BRASS OR COPPER) OR PLASTIC PIPE, USE STRAP TYPE FRICTION WRENCH ONLY; DO NOT USE METAL-JAWED WRENCH. D. CAP OR PLUG OPENINGS AS PIPELINE IS ASSEMBLED TO PREVENT ENTRANCE OF DIRT OBSTRUCTION. REMOVE CAFS OR PLUGS ONLY WHEN NECESSARY TO CONTINUE ASSEMBLY, E. WHERE PIPES OR CONTROL WIRES PASS THROUGH SLEEVES, PROVIDE REMOVABLE NON-DECAYING PLUG AT ENDS OF SLEEVE TO PREVENT ENTRANCE OF EARTH. 3.05 REMOTE CONTROL VALVES A, INSTALL WHERE SHOWN IN CONTRACT DOCUMENTS AND GROUP TOGETHER WHERE PRACTICAL.. LIMIT ONE REMOTE CONTROL VALVE PER BOX. 8, LOCATE VALVE BOXES 12" FROM AND PERPENDICULAR TO WALK EDGES, BUILDINGS AND WALLS. PROVIDE e• BETWEEN VALVE BOXES WHERE VALVES ARE GROUPED TOGETHER. C. THOROUGHLY FLUSH MAIN LINE BEFORE INSTALLING VALVE. D. INSTALL IN S11RUB OR GROUND COVER AREAS WHERE POSSIBLE. E. LABEL CONTROL LINE WIRE AT EACH VALVE WITH A21/4" X 2 3/4" POLYURETHANE ID. TAG, INDICATING IDENTIFICATION NUMBER Of VALVE (CONTROLLER AND STATION NUMBER), ATTACH LABEL TO CONTROL WIRE AND LOCATE INSIDE VALVE BOX. F. INSTALL VALVE BOXES FLUSH WITH GRADE IN LAWN AREAS AND 'Z" ABOVE GRADE IN SHRUB AREAS, 3.06 AUTOMATIC CONTROL WIRING A. RUN WIRING ALONG PRESSURIZED MAINLINES WHEREVER PRACTICAL. TIE WIRES' IN BUNDLES WITH PIPE WRAFPJNG TAPE AT 10' INT!oRVALS AND ALLOW SLACK FOR CONTRACTION BETWEEN STRAFPING, B, LOOP A MINIMUM OF THREE (3) FEET OF EXTRA WIRE IN EACH VALVE BOX; BOTH CONTROL WIRE AND GROUND WIRE. C. CONNECTIONS SHALL BE MADE BY CRIMPING BARE WIRES WITH BRASS CONNECTORS AND SEALING WITH EPOXY RESIN SEALER PACKS. D. SPLICING WILL NOT BE PERMITTED BETWEEN VALVES AND CONTROLLER. E. WHERE CONTROL LINES PASS UNDER PAVING, THEY SHALL PASS THROUGH SCHEDULE 40 ELECTRICAL PVC CONDUIT. F. (INSTALL ALL CONTROL WIRE SPLICES NOT OCCURRING AT CONTROL VALVE IN A SEPARATE SPLICE VALVE BOX.) NOT APPLICABLE TO THIS CONTRACT -OMIT G, INSTALL ONE CONTROL WIRE FOR EACH CONTROL VALVE, H. RUN (1) SPARE, NO, 14 GAUGE WIRE FROM CONTROLLER PEDESTAL TO EACH ELECTRIC CONTROL VALVE MANIFOLD ON EACH AND EVERY LEG OF PRESSURE SUPPLY LINE. L LABEL SPARE WIRES AT CONTROLLER AND WIRE STUB BOX. 3.07 AUTOMATIC CONTROLLER A. PROVIDE AND INSTALL AUTOMATIC IRRIGATION CONTROLLER IN APPROXIMATE LOCATIONS SHOWN IN CONTRACT DOCUMENTS. VERIFY THE EXACT LOCATION ON THE SITE WITH THE LANDSCAPE ARCHITECT, PROVIDE CONDUIT AND WIRE AND CONNECT TO 120 VOLT SWITCH (POWER BY OTHERS) ACCESSIBLE TO CONTROLLER FOR EASE OF MAINTENANCE, B. CONNECT CONTROL LINES TO CONTROLLER IN SEQUENTIAL ARRANGEMENT ACCORDING TO ASSIGNED IDENTIFICATION NUMBER OF VALVE. EACH CONTROL LINE WIRE SHALL BE LABELED AT CONTROLLER WITH A PERMANENT NON-FADING LABEL INDICATING STATION NUMBER OF VALVE CONTROLLED. ATTACH lABEL TO CONTROL WIRE. 3.08 BACKFILLING A. BACKFILLING-DO NOT BEGIN BACKFILLING OPERATIONS UNTIL REQUIRED SYSTEM TESTS HAVE BEEN COMPLETED. LEAVE TRENCHES SLIGHTLY MOUNDED TO ALLOW FOR SETTLEMENT AFTER BACKFILLING JS COMPLETED. TRENCHES SHALL BE FINISH GRADED PRIOR TO WALK-THROUGH OF SYSTEM BY LANDSCAPE ARCHITECT. 1. MATERIALS -EXCAVATED MATERIAL IS GENERALLY CONSIDERED SATISFACTORY FOR BACKFILL PURPOSES AFTER COMPLETING BEDDING REQUIREMENTS, BACKFILL MATERIAL SHALL BE FREE OF RUBBISH, VEGETABLE MATTER, FROZEN MATERIALS, AND STONES LARGER THAT 2 INCHES IN MAXIMUM DIMENSION. DO NOT MIX SUBSOIL WITH TOPSOIL MATERIAL NOT SUITABLE FOR BACKFILL SHALL BE HAULED AWAY. CONTRACTOR SHALL PROVIDE SUITABLE BACKFILLIF EXCAVATED MATERIAL IS UNACCEPTABLE OR NOT OF SUFFICIENT AMOUNT TO MEET BACKFILL, COMPACTION, AND FINAL GRADE REQUIREMENTS. ' 2. OPEN EXCAVATIONS SHALL BE PROTECTED IN ACCORDANCE WITH OSHA REGULATIONS. 3, COMPACT BACKFILL TO 90% MAXIMUM DENSITY IN 6" LIFTS, DETERMINED IN ACCORDANCE WITH ASTM D155-7 UTILIZING THE FOLLOWING METHODS: B. MECHANICAL TAMPING, C, PUDDLING OR PONDING, PUDDLING OR PONDING AND/OR JETTING IS PROHIBITED WITHIN 10'-0" OF BUILDING OR FOUNDATION WALLS. 0. PIPING UNDER PAVING: 1, PROVIDE FOR A MINIMUM COVER OF 36 INCHES BETWEEN THE TOP OF THE PIPE AND THE BOTTOM OF THE AGGREGATE BASE FOR ALL PRESSURE AND NON PRESSURE PIPING INSTALLED UNDER ASPHALTJC CONCRETE DR CONCRETE PAVING. 2. PIPING LOCATED UNDER AREAS WI JERE ASPHALT OR CONCRETE PAVING WILL BE INSTALLED SI JALL BE BEDDED WITH CONSTRUCT JON GRADE SAND OR SQUEEGEE (A LAYER 6 INCHES BELOW PIPE AND 4 INCHESABOVE PIPE), 3. COMPACT BACKFILL MATERIAL IN 6 INCH LIFTS AT95% MAXIMUM DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557 USING MANUAL OR MECHANICAL TAMPING DEVICES, 4. CONTROLLER WIRES LOCATED UNDER STREETS OR OTHER PERMANENT IMPROVEMENTS SHALL BE INSTALLED IN THE SEPARATE PVC CORRESPONDING TO THE TYPE DEPTH SPECIFIED ABOVE. 5. SET IN PLACI=, CAP, AND PRESSURE TEST ALL PIPING UNDER PAVING, IN PRESENCE OF OWNER PRIOR TO BACKFILLING AND PAVING OPERATIONS. 6. PIPING UNDER EXISTING WALKS OR CONCRETE PAVEMENT SHALL BE DONE BY ' ' _, JACKING, BORING, OR HYDRAULIC DRIVING, BUT WHERE CUTTING OR BREAKING OF WALKS AND/OR CONCRETE IS NECESSARY, 1T SHALL BE DONE AND REPLACED AT NO COST TO OWNER. OBTAIN PERMISSION AND PRIOR APPROVAL TO CUT OR BREAK WALKS AND/OR CONCRETE FROM OWNER. 3.09 SPRINKLER HEADS A. THOROUGHLY FLUSH LINES BEFORE INSTALLING HEADS. 8, LOCATE HEADS AS SHOWN IN THE CONTRACT DOCUMENTS AND DETAILS AND NO CLOSER THAl'II 1 Z' TO BUILDINGS. C. ADJUST SPRINKLER HEADS FOR PROPER DISTRIBUTION AND TRIM NOT TO SPRAY ONTO WALKS, BUILDINGS., ETC,, D. ADJUST PART CIRCLE HEADS FOR PROPER COVERAGE. PLANT PLACEMENT SHALL NOT INTERFERE WITH INTENDED SPRINKLER HEAD COVERAGE, PIPINO, OR OTHCR EQUIPMENT. CONSULTANT MAY REQUEST NOZZLE CHANGES OR ADJUSTMENTS WITHOUT ADDITIONAL COSTS TO THE OWNER. 3.10 TESTS A. NOTIFY LANDSCAPE ARCHITECT AT LEAST 48 HOURS IN ADVANCE OF TESTING B. PERFORM TESTING AT CONTRACTORS OWN EXPENSE. C, CENTER LOAD PIPING WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING OR SLIPPING UNDER PRESSURE. NO FITTING SHALL BE COVERED. D. FLUSHING -AFTER PIPING, RISERS, AND VALVES ARE IN PLACE AND CONNECTED, BUT PRIOR TO INSTALLATION OF SPRINKLER HEADS, THOROUGHLY FLUSH PIPING SYSTEM UNDER FULL HEAD OF WATER PRESSURE FROM DEAD END FITTINGS. MAINTAIN FLUSHING FOR 5 MINUTES THROUGH FURTHERMOST VALVES. CAP RISERS AFTER ~us~~Npty THE FOLLOWING TESTS AFTER SOLVENT WELD PLASTIC PIPE JOINTS HAVE CURED AT LEAST 24 HOURS. F, TESTING· CONDUCT TESTS IN PRESENCE OF LANDSCAFE ARCHIT!oCT. ARRANGE FOR PRESENCE OF LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE OF TESTING. SUPPLY FORCE PUMP AND ALL OTHER TEST EQUIPMENT. 1. AFTER BACKFILLING, AND INSTALLATION OF ALL CONTROL VALVES. FILL IN PRESENCE OF LANDSCAPE ARCHITECT WITH WATER, AND PRESSURIZE TO 40 P.S.I. OVER THE DESIGNATED STATIC PRESSURE OR 125 P.S I., WHICHEVER IS GREATER, FOR A PERIOD OF 6 HOURS. 2. LEAKAGE, PRESSURE LOSS· TEST IS ACCEPTABLE IF NO LEAKAGE OR LOSS OF PRESSURE IS EVIDENT DURING TEST PERIOD. 3, LEAKS -DETECT AND REPAIR LEAKS. 4. RETEST SYSTEM UNTIL TEST PRESSURE CAN BE MAINTAINED FOR DURATION OF TEST. 5. TEST REMOTELY CONTROLLED LATERAL LINES WITH WATER AT 100 P.S.I. FOR 2 HOURS AND VISUALLY INSPECT FOR LEAKS. RETEST AFTER CORRECTING DEFECTS, 3. 11 ADJUSTING A UPON COMPLETION OF INSTALLATION, "FINE-TUNE' ENTIRE SYSTEM BY REGULATING VALVES, ADJUSTING PATTERNS AND BREAK-UP ARMS/SCREWS, AND SETTING PRESSURE REDUCING VALVES AT PROPER PRESSURE TO PROVIDE OPTIMUM AND EFFICIENT COVERAGE. FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE ANO TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS, AND BUILDINGS. HEADS OF THE SAME TYPE SHALL BE OPERATING AT SAME PRESSURE. 8, IF IT JS DETERMINED THAT IRRIGATION ADJUSTMENTS WILL PROVIDE PROPER AND MORE ADEQUATE COVERAGE, MAKE SUCH ADJUSTMENTS PRIOR TO NOTICE OF COMPLETION, AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS MAY ALSO INCLUDE CHANGES IN NOZZLE SIZES, DEGREES OF ARC, AND CONTROL VALVE THROTTLING, C. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE DESIGNATED. D. AREAS WHICH DO NOT CONFORM TO DESIGNATED OPERATION REQUIREMENTS DUE TO UNA.UTHORIZl;;;D CHANGES OR POOR INSTALLATION PRACTICES SHALL BE IMMEDIATELY CORRECTED AT NO ADDITIONAL COST TO THE OWNER. 3.12 CLEANING A. MAINTAIN CONTINUOUS CLEANING OPERATION THROUGHOUT WORK. DISPOSE Of, OFF•SITE AT LEGAL DISPOSAL SITE AND AT NO ADDITtONAL COST TO OWNER, ALL TRASH OR DEBRIS GENERATED BY lNSlALLATION OF IRRIGATION SYSTEM. -END OF SECTION- SEE SHEET: 1-1.1 FOR IRRIGATION PLAN 1-2.1 -1-2.2 FOR IRRIGATION DETAILS AND NOTES APPROVED FOR !RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 5 CITY OF CARLSBAD 9 PLANNl~G DEPARTMENT SHEETS IRRIGATION SPECIFICATIONS FOR: ,-------------------t-=--=--=--=-~t-=--=--=-1-=--=--=--=--=--=--=--=--=--=--=----_ -----------+--+---+--BRESSI RANCH VILLAGE CENTER MAJOR "B" BUILDING DEVELOPERS NAME; ___________ _ I 1-3.1 ADDRESS: DATE PLAN PREPARED: ___________ _ BY: ,L,,( q .E:1£,.J\: "2-1~-t.c TELEPHONE: ~--t----f---------------------+---+----lf-----l-----JPLANN1NG 1 DATE 1-______ ___.::~~~===========-!------t-----t----------1---------.----~-----J -------+---Jf-----+---f----JDRWN BY: AMS PROJECT NO. DRAWl~G NO. DATE IN,TJAL DATE INITIAL DATE INITIAL JJ APPROV[D ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHCKD BY: CT06-24 452-9M ,----- . ' ' ·1·' •·.1.1 • I' ' I.; ;·1 , I. -.._,; I -'1•.·_•.•._ :_i . ; .! ,,-, •• , ·1 ' s I : i '1} 11 .,' I : ·,<: '.,:, 4 .--~ l 2TIMES ROOT BALL WIDTH 0 TREE PLANTING -STAKED /"1-i PREVAILING ywtND 0 LEGEND 0 PLANTING BACKFILL PER NOTES AND SPECIFICATIONS. 0 ROUGHEN SIDES AND BOTTOM OF PIT. 0 FINISHED GRADE. 0 "CINCH-TIE" MANUF. BYV.I.T. COMPANY, INC .. ATTACH PER MANUF. SPEC'S, AND SECURE WITH FURRING NAIL AT STAKE. 0 3" MULCH LAYER PER PLANS 0 ROOTBALL SLIGHTI. Y HIGHER THAN FINISHED GRADE. 0 0 © G ® (2) 2" DIA. X 8' LONG LODGEPOLE STAKES. NOTE: USE TWO STAKES FOR TREE'S 15 GALLON AND LARGER. WATER BASIN. PLANTING TABLETS PER NOTES AND SPECIFICATIONS. SOIL BALL RESTING ON FIRM SOIL TO AVOID SETTI.ING. TREE GUARD FOR ALL TREES LOCATED IN LAWN. TRUNK GUARD -"TREE BOOT" V.I.T. COMPANY, INC. NO SCALE 0 ----0 ----0 --_ __,_ 0---0--- j j r e r Q. PLAN LEGEND 0 EXISTING SUBGRADE 0 0 0 0 0 0 AMMENDED PLANTING BACKFILL PER PLANTING NOTES & SPECIFICATIONS (SEE PLANS) ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE. FINISHED GRADE. WOOD MULCH PER PLANS PLANT TYPE AS SPECIFIED ON PLANS 1 I--✓ . -. , ... ' 0 , -" , ' '_._ .. □ .. ' , • • . ' ' • • • I -0 • __._ --.__ 3 TIMES ROOT BALL WIDTH (WHERE POSSIBLE) , • -----{4 • • ' .• . • . .. . ,. •---:+---1 6 ' ' • 0 LEGEND 0 0 0 0 0 ROOT BARRIER EXTEND 12'-0" FROM TRUNK OF TREE IN EACH DIRECTION ALONG FACE OF PAVING CONCRETE PAVING PER PLAN (WHERE APPLICABLE) EXTEND TOP OF ROOT BARRIER 1/2" MINIMUM ABOVE FINISHED GRADE TREE PLANTING PER DETAILS CONCRETE CURB PER PLANS (WHERE APPLICABLE) NOTES: A. CONTRACTOR SHALL INSTALL AND ASSEMBLE ROOT BARRIER PER MANUFACTURERS RECOMMENDATIONS (A\ ROOT BARRIER ~----------- 2TIMES l /"1-i PREVAILING yw1ND 9 z :i1 0 "' LEGEND 0 @ PLANTING BACKFILL PER NOTES AND SPECIFICATIONS. ROUGHEN SIDES AND BOTTOM OF PIT. 0 FINISHED GRADE. 0 0 © 0 © © @ @ GUY WIRE WITH PROTECTIVE COLLAR ATTACH PER MANUF. SPEC'S. PROVIDE PVC PROTECTIVE SLEEVE OVER GUY WIRE, 3 PER TREE 3' MULCH LAYER PER PLANS ROOTBALL SLIGHTI. Y HIGHER THAN FINISHED GRADE. DEAD MAN ANCHOR INSTALL PER MANUFACTURERS SPECS. WATER BASIN. PLANTING TABLETS PER NOTES AND SPECIFICATIONS. SOIL BALL RESTING ON FIRM SOIL TO AVOID $ETTI.ING. TREE GUARD FOR ALL TREES LOCATED IN LAWN. TRUNK GUARD -"TREE BOOT" NO SCALE (D1-....r 2TIMES ROOT BALL WIDTH ~---<6 ,r-;;;:.;;;;':;__·····~ . ~ .. '----~8 ,, i ! i ' LEGEND 0 0 0 0 0 0 0 G) PLANTING BACKFILL PER NOTES AND SPECIFICATIONS. ROUGHEN SIDES AND BOTTOM OF PIT. FINISHED GRADE. 3' MULCH LA YER PER PLANS ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE. WATER BASIN. PLANTING TABLETS PER NOTES AND SPECIFICATIONS. SOIL BALL RESTING ON FIRM SOIL TO AVOID SETTLING. @)f---..:.S_H_R..:.U_B_P_LA_NT_I_N_G _________________ _ NO SCALE LEGEND: 0 ROOT BALL SLIGHTLY HIGHTER THAN FINISH GRADE 0 WATER BASIN· LIGHTWEIGHT PLANTER MIX FROM HANSON AGGREGATES/ A-1 SOILS 1-858-577-2727 0 JARDINIERASIS MODULAR CONTAINER IRRIGATION SYSTEM 949-723-2888 OR APPROVED EQUAL 0 PLANTER PER PLAN 0 WATER PROOFING 0 CONCRETE SURFACE PER ARCHITECT 0 FILTERFABRIC © 3" THICK GRAVEL BASE NOTES: 6 ,---..... ·······~ ... ··i!i···· 4 0-2XDIAMETER OF ROOTBALL ---------111 LEGEND 0 0 0 0 0 © 0 © © @ @ SOIL BALL RESTING ON FIRM SOIL TO AVOID SETTLING PLANTING TABLETS PER NOTES ANO SPECIFICATIONS FINISHED GRADE (3) INCH MULCH LAYER ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE VINE PER PLANS DRILL EYE HOOKS INTO WALL AND ATTACH VINE SECURELY TO WALL WITH PLASTIC TIES WALL PER PLANS WATER BASIN ROUGHEN SIDES AND BOTTOM OF PIT PLANT SPACING PER PLANTING PLANS AND LEGEND ROOT BALL WIDTH ,, V.I.T. COMPANY, INC. 1. COORDINATE WITH PLANTER TECHNOLOGY FOR SIZE, TYPE, STYLE, AND QUANTITY OF CWM MODULAR UNITS REQUIRED WITHIN EACH POT. ® VINE PLANTING AT WALL PLANTING BACKFILL PER NOTES AND SPECIFICATIONS 0 PLANTROW ® GROUNDCOVER PLANTING NO SCALE ,--1::boressus Sernpervirens 'Stri '/ Italian Cypress ~-Rosa ftorlbunda/ Rose POT'A1' Pelar nium pe!tatum/ Ivy Ge anlum POT'A2' ( H ~) PLANTING LAYOUTS FOR PLANTER POTS '-, Asparagus densiflorus 'Sprengeri'/ Sprenger Asparagus ® TREE PLANTING -GUY POT'D1' ,,----Rosa 'Red Meidiland'/ Spreading Rose SCHMIDT DESIGN GROUP, INC. ••• .,,~ .• ••• BALANCING ARTISTIC EXPRESSION IN DESIGN WITH [NVIRDNM[NTAL StNSITIVIT'I' 2655 Fourth Avenue, San Diego, CA 92103 telephone {619) 236-1462 facsimile {619) 236-8792 www.schmidtdesign.com Lic.cA2138,Nv219, AZ34139 SDG PROJECT NO; 10*50i .OD PL T DATE: 04,001201 0 POT '02' Pennisetum setaceum 'Rubrum'/ Red Fountain Grass Asparagus densiflorus 'Sprengeri'/ Sprenger Asparagus NO SCALE NO SCALE ( f '; SHRUB PLANTING IN SELF-IRRIGATING PLANTER POT '-, NO SCALE SEE SHEET: P-1.1 FOR PLANTING PLAN P-2.1 -P-2.2 FOR PLANTING DETAILS AND NOTES TITLE NO SCALE APPROVED FOR /RR/GA T/ON AND PLANTING ONLY. INCLUDING PRECISE LOCA T/ON OF PLANTING AREA "AS BUILT" DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 7 CITY OF CARLSBAD 9 PLANfllNG DEPARTMENT SHEETS 1-----t--+-----------------t-----t--------ii-----t-------1 PLANTING DETAILS FOR: DEVELOPERS NAME: _____________ 1---+---+------------------- BRESSI RANCH VILLAGE CENTER MAJOR "B" BUILDING _-l_l_l_l __ l-----:--r---------.l!p:::..:·:2·:..!11 ADDRESS: APPROVED 14,·l.::.•l-O JATE ?LAN PREPARED: __________ _ TELEPHONE: 1-----+---+------------------+---+---+-----t------, PLANNING DATE 1---------___::.:,:......:.::,:.::.:...=======-+--=--1---=~-1-----------------------t--,--=----t--:-::-=-:-+---::-:-=-+=~tD,::R,::WNc-:::BY::--,-AM-S----""T-pR-0-J-E-C-T-N-0-.---,--D-R-A-W-IN_G_N_O_.-t DAJE INITIAL DATE l~ITIAL DAJE INITIAL 3Y: ENGINEER OF WORK REVISION DESCRIPTION O~HER APPROVAL CHCKD BY, CITY APPROVAL JJ CT06-24 452-9M 0 +, LEGEND: G) ADJACENT SURFACE PER PLAN ----.!® I t' L -7 ' I I > I • > @ 6" WIDE "TREX" PATH EDGE -COLOR BROWN -START OR END 2'-0" SECTIONS AT ALL START AND STOP POINTS (BOTH POINTS) UNLESS OTHERWISE NOTED. TREX 1-800-BUY-TREX (1-800-289-8739) OR APPROVED EQUAL) WITH 24" TREX STAKES -COLOR BROWN -(7) STAKES EVERY 16'-0" LENGTH (TYP. 2'-0" O.C.) ' ~ ' 7 @ FINISHED GRADE 1" BELOW TOP OF EDGE FOR TURF. 2" BELOW TOP OF EDGE FOR SHRUB BEDS. ----<4 2 © DECOMPOSED GRANITE PAVING WITH STABILIZER (SEE SPECIFICATIONS) TO BE PLACED IN 2" LAYERS FOR TOTAL OF 4" DEPTH. ROLL TO COMPACT 95% MIN. PAVING TO MEET FLUSH WITH TOP OF TREX EDGE. @ 24" TREX STAKE-(7) STAKES EVERY 16'-0"LENGTH (TYP. 2'-0" O.C.) @ 12" DEPTH COMPACTED SUBGRADE AT 95% RELATIVE COMPACTION PER SOILS REPORT (Z) CLASS 2 AGGREGATE BASE COMPACTED TO 95% RELATIVE COMPACTION PER SOILS REPORT NOTES: A. SEE CONSTRUCTION PLAN FOR DECOMPOSED GRANITE TYPE AND MANUFACTURER. B. SEE CIVIL PLANS AND SPECIFICATIONS FOR ADDITIONAL INSTALLATION REQUIREMENTS. -, ' STABLIZED DECOMPOSED GRANITE WITH TREX EDGING A:1----------------------------------------------------~ , NOT TO SCALE 32 1516.03-01 PLANTING NOTES: 1. CONTRACTOR SHALL REVIEW PLANTING SPECIFICATIONS BEFORE BEGINNING WORK. 2. CONTRACTOR SHALL REVIEW PLANTING INSTALLATION DETAILS PRIOR TO BEGINNING WORK. 3. CONTRACTOR SHALL VISIT SITE AND BECOME FAMILIAR WITH CONDITIONS UNDER WHICH WORK SHALL BE DONE PRIOR TO BIDDING. 4. ALL WORK WILL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF CARLSBAD, OR THE OTHER GOVERNING AGENCIES AND THE TECHNICAL SPECIFICATIONS FOR THE PROJECT. COMPLY WITH APPENDIX F.2·1 RE: FIRE SUPPRESSION ZONES AND COMPLY WITH SECTION IV.E SLOPE REVEGETATION/EROSION CONTROL REQUIREMENTS. 5. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE EXISTING CONDITIONS OR WITHIN THE PLANS PRIOR TO BEGINNING WORK. 6. FINISHED GRADES SHALL BE SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER. CONTRACTOR SHALL MAINTAIN A MINIMUM 2% DRAINAGE AWAY FROM BUILDINGS AND PAVING INTO DRAINAGE STRUCTURES OR TO STREET (SEE ENGINEERS GRADING AND DRAINAGE PLAN). CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY OF ANY CONFLICTS IN MAINTAINING DRAINAGE. 7. OWNER'S REPRESENTATIVE SHALL APPROVE ALL FINISH GRADING PRIOR TO PLACEMENT OF ANY PLANT MATERIAL. 8. CONTRACTOR SHALL IMMEDIATELY, UPON THE AWARD OF THE CONTRACT, ORDER, LOCATE AND PURCHASE (OR HAVE HELD) ALL PLANT MATERIAL REQUIRED BY THESE PLANS AND SPECIFICATIONS. 9. CONTRACTOR SHALL NOTIFY THE PROJECT LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE FOR OBSERVATION AT THE FOLLOWING TIMES: --PRE-CONSTRUCTION MEETING --MAINLINE -PRIOR TO BACKFILL AND PRESSURE TEST --LATERAL LINES -PRIOR TO BACKFILL --CONTROL WIRES -PRIOR TO BACKFILL ••TREE LOCATIONS· PRIOR TO PLANTING --IRRIGATION COVERAGE -PRIOR TO PLANT PLACEMENT --PLANT APPROVAL AND SPOTTING PRIOR TO PLANTING --PRE-MAINTENANCE APPROVAL --POST-MAINTENANCE/FINAL APPROVAL. 10. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY REPAIRS MADE NECESSARY THROUGH THE ACTIONS OR NEGLIGENCE OF HIS EMPLOYEES AND SUBCONTRACTORS. 11. SOIL AMENDMENTS SPECIFIED ARE FOR BIDDING PURPOSES ONLY. ACTUAL TYPES AND QUANTITIES WILL BE BASED ON SOIL ANALYSIS PROVIDED BY CONTRACTOR. AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS IN DIFFERENT AREAS OF THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. TEST SHALL BE A FIRM APPROVED BY THE CITY AND SHALL INCLUDE TESTS FOR SOIL FERTILITY, AGRICULTURAL SUITABILITY ORGANIC CONTENT N, P, K; PH; EC; SOIL TEXTURE; AND RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZATION. CONTRACTOR SHALL FURNISH THE PROJECT LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE WITH A COPY OF TEST RESULTS AND RECEIVE WRITTEN APPROVAL FOR AMENDMENTS/SOIL PREPARATION PRIOR TO INSTALLATION. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. BID MIX FOR TURF AREAS: SOIL AMENDMENTS BID MIX SHALL BE THE FOLLOWING PER 1000 SQUARE FEET: -4 CU. YDS. NITROGEN STABILIZED ORGANIC AMENDMENT 'KELLOG NITRO MULCH' -20 LBS. GRO-POWER PLUS -100 LBS. GYPSUM "SOIL PREP" TO BE MIXED INTO THE TOP 6" OF SOIL THROUGHOUT THE SITE EXCEPT ON SLOPES GREATER THAN 3:1. BID MIX FOR SHRUB AREAS: PLANTING AND BACKFILL MIX FOR PLANT PITS AND TABLETS SHALL BE AS FOLLOWS PER CUBIC YARD: -70% OF NATIVE SOIL -30% NITROGEN STABILIZED ORGANIC AMENDMENT -16 LBS GRO-POWER PLUS -2 LBS, F~RROUS SULFATE THOROUGHLY BLEND THE ABOVE AT A CENTRAL ON-SITE LOCATION PRIOR TO USE. THE FERROUS SULFATE SHOULD NOT CONTACT PAVING SURFACES AS STAINING WILL RESULT. 12. SHRUB AND GROUNDCOVER MASS QUANTITIES ARE SHOWN ON PLANS. UNDERPLANT All TREES WITH THE ADJACENT SHRUB AND/OR GROUNDCOVERAS INDICATED BY THE PLANS. PLANTS SHALL BE INSTALLED WITH TRIANGULAR SPACING. PLANT GROUNDCOVERS TO WITHIN 12" OF TREE OR SHRUB STEMS. 13. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. WHERE SHRUB SYMBOLS ARE MASSED, CONTRACTOR Sf.JALL MAINTAIN A CONSISTENT ON CENTER, TRIANGULAR SPACING AS SPECIFIED IN LEGEND. CONTRACTOR SHALL VERIFY PLANT TOTALS FOR BID PURPOSES. 15. PRIOR TO BEGINNING THE PLANTING OPERATION, IRRIGATE ALL PLANTING AREAS NORMALLY FOR TWO WEEKS TO GERMINATE WEEDS. APPLY CONTACT HERBICIDE TO WEEDS ONLY PER MANUFACTURER, MONSANTO "ROUND-UP" OR EQUAL. REPEAT PROCESS IF WEEDS PERSIST. 16. PERCOLATION TEST SHALL BE CONDUCTED IN ACCORDANCE WITH THE LANDSCAPE SPECIFICATIONS. 17. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS SHALL BE THOROUGHLY WATERED. 18, PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY OWNER'S REPRESENTATIVE DUE TO CONDITION, FORM OR DAMAGE BEFORE OR AFTER PLANTING. 19. ALL TREES WITHIN 5' OR LESS OF HARDSCAPE SHALL BE INSTALLED WITH A ROOT BARRIER. ROOT BARRIER SHALL BE INSTALLED PARALLEL TO HARDSCAPE SURFACE FOR A DISTANCE OF 10' FROM THE CENTER LINE OF THE TREE TRUNK IN BOTH DIRECTIONS, OR AS INDICATED ON PLAN. ROOT BARRIER TO BE MANUFACTURED BY "DEEPROOT" OR "BIO-BARRIER" OR EQUIVALENT. 20. PLANTING TABLETS SHALL BE GRO-POWER PLANTING TABLETS 12-8-8 (12 MONTH SLOW RELEASE FORMULATION}. 21. 1 GALLON GROUND COVER MATERIALS SHALL BE PLANTED TO WITHIN 12" OF ADJACENT SHRUB STEMS. 22. ALL PLANTING BEDS SHALL HAVE THREE INCH THICK MULCH LAYER. "MULCH" SHALL BE BARK MULCH FROM ONE OF THE FOLLOWING SOURCES: SHREDDED FIR OR SHREDDED CEDAR. RATES AS SPECIFIED ON PLANS, FREE OF STICKS, STONES, CLAY OR OTHER FOREIGN MATERIAL. CONTRACTOR SHALL SUBMIT SAMPLE TO THE PROJECT LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO DELIVERY TO THE JOB SITE. 23. ALL PLANTING SHALL BE GUARANTEED THROUGH THE ESTABLISHMENT PERIOD (SEE PLANTING SPECIFICATIONS). ESTABLISHMENT PERIOD SHALL BE 90 DAYS. TREES AND SHRUBS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR, BEGINNING FROM THE DATE OF THE FINAL ACCEPTANCE OF THE ESTABLISHMENT PERIOD. 24. AT COMPLETION OF THE ESTABLISHMENT PERIOD, APPLY COMMERCIAL FERTILIZER (15-15-15) AT 2LBS/10DDSF TO TURF AREAS ONLY AND WATER IMMEDIATELY WITH A THOROUGH IRRIGATION CYCLE. 25. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL AREAS IN A WEED AND DEBRIS-FREE CONDITION THROUGHOUT THE ESTABLISHMENT PERIOD. 26. COORDINATE PLACEMENT OF TREES WITH SITE LIGHTING. CANOPY OF TREE AT ULTIMATE SIZE SHALL NOT BE PLACED SO AS TO CONFLICT WITH LIGHTING THROW ALONG WALKWAYS. 27. PLANT MATERIAL SHALL BE GROWN UNDER CLIMATIC CONDITIONS SIMILIAR TO THOSE OF THE PROJECT SITE. 28. SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: A. STANDARD #1 -COVER CROP/REINFORCED STRAW MATTING: COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF A QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF REINFORCED STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR. B. STANDARD #2-GROUND COVER: ONE HUNDRED (100%} PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). C. STANDARD #3 -LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-314 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). D. STANDARD #4 -TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET. 29. SLOPES -6:1 OR STEEPER AND: A. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. ' B. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2 AND #3. C. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, #3, AND #4. 30. AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. C. IDENTIFIED BY THE CITY AS HIGHLY VISABLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. 31. PROVIDE EROSION CONTROL HYDROSEED MIX ON ALL SLOPES PRIOR TO PLANTING. 32. THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. SEE SHEET: P-1.1 FOR PLANTING PLAN P-2.1-2.2 FOR PLANTING DETAILS AND NOTES APPROVED FOR !RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BU IL T" ----,·----------Tl-LE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 8 CITY OF CARLSBAD 9 PLANNING JEPARTMENT SHEETS 14. ALL ROCKS AND DEBRIS TWO INCH (2") AND LARGER SHALL BE REMOVED FROM PLANTING AREAS AND THEN FROM THE SITE TO A LEGAL SITE OF DISPOSAL. WHERE THE GRASS IS TO BE LOCATED, ALL ROCKS AND DEBRIS ONE INCH (1")AND LARGER SHALL BE >----·!--··---------PLANTING DETAILS AND NOTES FOR: REMOVED FROM THE SITE TO A LEGAL SITE OF DISPOSAL. SCHMIDT DESIGN GROUP, INC. ••• .,/· .• ., '\,&} -,_. ••• BALANCJNC ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdcsign.com Lie. CA 2138, NV 219, AZ 34139 SDG PROJECT NO: 10-501.00 PLT DATE: 04/09/2010 / l\JRE ',T -31 11 BRESSI RANCH VILLAGE CENTER MAJOR "B" BUILDING DEVELOPERS NAME: ____________ _ IP-2.2 ----------------t=====r====J=======================================r=====t====~=====~====~I-A:-:P:-:P:,-R,::0.,-V::-E::-D---.,, ,------------!:..:=~ ADDRESS: -------··-__ ·-1----+----+----------_____ . [i,;J,, {r.&-ll _:I.I-(p·l'?·IO TELEPHONE: ______ _ __ -----------+---+---+----+-----,PLA"JNING DATE DATE PLAN PREPARED: __________ _ BY: DATE INITIAL ENGINEER OF WORK REVISIO\J DESCRIPTION DATE INITIAL )ATE INITIAL DRWN ~Y, AMS OTHER APPROVAL CITY APPROVAL CliCKD BY: JJ PROJECT NO. CT06-24 DRAWI\IG NO. 452-9M ,, J_ll:Lll'.'1-'IJllLlL·' , ··1 I' ',, ',:, i ,:,;t: ');---' .. /. I , I I ' I·-: i.. 'I 0 ~ I Pw\NTING SPECIFICATIONS PART I GENERAL 1.01 GENERAL REQUIREMENTS A. CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND SITE RESTRICTIONS. B. CONTRACTOR SHALL DETERMINE THE LOCATION AND DEPTH OF ALL SITE UTILITIES. ANY UTILITY OR GRADING INFORMATION PROVIDED ON THE CONTRACT DOCUMENTS IS FOR THE CONTRACTOR'S REFERENCE. THERE IS NO GUARANTEE AS TO THE ACCURACY OF THE INFORMATION. CONTRACTOR SHALL LOCATE AND VERIFY UTILITY LOCATIONS TO HIS SATISFACTION .. C. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL REPAIRS MADE NECESSARY BY THE NEGLIGENCE OF HIS CREWS. D. THE GENERAL AND SPECIAL CONDITIONS AND NOTES OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION THE SAME AS THOUGH WRITTEN HEREIN. E. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED PRIOR TO BEGINNING WORK AS TO ANY DISCREPANCIES BETWEEN THE RECOMMENDATIONS ON THE CONTRACT DOCUMENTS AND THE SITE CONDITION UNDER WHICH WORK 1$ TO BE PERFORMED. 1.02 ORDINANCES AND REGULATIONS A. ALL LOCAL, MUNICIPAL AND STATE LAWS AND RULES & 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 THE SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFLICT WITH ANY OF THE ABOVE RULES, REGULATIONS, OR REQUIREMENTS OF THE SAME. HOWEVER, WHEN THE SPECIFICATIONS AND/OR DRAWINGS CALL FOR, OR DESCRIBE MATERIALS, WORKMANSHIP OR CONSTRUCTION OF BE HER QUALITY, HIGHER STANDARDS OR A LARGER SIZE, SPECIFICATIONS AND/OR DRAWINGS SHALL TAKE PRECEDENCE OVER THE REQUIREMENTS OF THE SAID RULES AND REGULATIONS. B. CONTRACTOR SHALL OBTAIN PERMITS AND PAY ALL FEES ASSOCIATED WITH THE CONSTRUCTION OF THE IMPROVEMENTS. 1 .03 SCOPE OF WORK A. THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, EQUIPMENT AND TRANSPORTATION NECESSARY TO PERFORM THE WORK ON THE CONTRACT DOCUMENTS AND AS SPECIFIED HEREIN AND AS REQUIRED TO COMPLETE THE CONTRACT PROPERLY. B. THE CONTRACTOR SHALL PROTECT THE WORK, ADJACENT PROPERTY AND THE PUBLIC, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE, INJURY AND LOSS DUE TO HIS ACTS OR NEGLECT. C. THE CONTRACTOR SHALL SUBMIT UNIT COSTS TO THE OWNER FOR ADDITIONS OR DELETIONS TO THE CONTRACT DRAWINGS. D. WORK NOT INCLUDED: N.I.C., BY OTHERS, EXISTING. 1.04 DEFINITIONS A. LANDSCAPE ARCHITECT: QUALIFIED PROFESSIONAL OVERSEEING CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE WORK AS IDENTIFIED IN THE CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL CONTACT OWNER TO ASCERTAIN NAME OF INDIVIDUAL OR FIRM APPOINTED AS THE OVERSEEING PARTY. 1 05 SCHEDULE OF WORK A. UPON AWARD OF THE CONTRACT A WORK SCHEDULE SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR CARRYING OUT THE WORK. UP.ON APPROVAL, NO MODIFICATIONS SHALL BE MADE TO THIS SCHEDULE WITHOUT THE WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. B. FINISH GRADING AND LANDSCAPE INSTALLATION SCHEDULE OF WORK SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE, IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. 1.06 COORDINATION A. CONTRACTOR SHALL REPORT TO THE LANDSCAPE ARCHITECT ANY DEVIATIONS BETWEEN CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND THE SITE. FAILURE TO DO SO PRIOR TO THE INSTALLATION OF THE IMPROVEMENTS AND RESULTING IN REPLACING, AND/OR RELOCATING IMPROVEMcNTS, SHALL BE AT THE CONTRACTOR'S EXPENSE. B. CARE SHALL BE TAKEN TO COORDINATE THE WORK AT ALL TIMES WITH OTHER CONTRACTORS WORKING IN AND ADJACENT TO THE AREAS IN THIS CONTRACT. THIS IS TO INSURE AN ORDERLY AND EFFICIENT INSTALLATION PROCEDURE, AND TO MINIMIZE CONFLICTS WITH OTHER CONSTRUCTION OPERATIONS. 1.07 STANDARDS A. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH SOUND NURSERY PRACTICE. PLANTING SHALL BE PERFORMED BY PERSONNEL FAMILIAR WITH PLANTING PROCEDURES AND UNDER THE SUPERVISION OF A QUALIFIED PLANTING FOREMAN. THE CONTRACTOR SHALL PROVIDE THE NAME, ADDRESS AND PHONE NUMBER OF THE JOB SUPERVISOR FOR 24 HOUR AVAILABILITY. THE SUPERVISOR SHALL BE AVAILABLE TO ALLEVIATE EMERGENCY SITUATIONS AS THEY ARISE ANO SHALL BE ON THE JOB SITE WHEN EVER PLANTING IS IN PROGRESS. B. PROVIDE PLANT MATERIALS TRUE TO NAME AND VARIETY ESTABLISHED BY ··suNSET WESTERN GARDEN BOOK", PUBLISHED BY LANE PUBLISHING, MENLO PARK, CA 1995. C. PLANT MATERIALS SHALL COMPLY WITH THE RECOMMENDATIONS AND REQUIREMENTS OF ANSI STANDARDS FOR TYPE AND SPECIES CALLED FOR ON PLANTING PLAN. PROVIDE SINGLE STEM TREE EXCEPT WHERE SPECIAL FORMS ARE SHOWN OR LISTED. 1.08 SUBSTITUTIONS A. NO SUBSTITUTIONS OF PLANT MATERIALS OR OTHER CONSTRUCTION MATERIALS WILL BE PERMITTED WITHOUT THE WRllTEN PERMISSION OF THE LANDSCAPE ARCHITECT. IF PLANT MATERIAL SUBSTITUTIONS ARE ACCEPTED AND ARE OF LESS VALUE THEN THOSE INDICATED OR SPECIFIED, THE CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT. B. THE RIGHT TO CHANGE: THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO CHANGE THE SPECIES, VARIETY, AND/OR SIZES OF PLANT MATERIALS TO BE FURNISHED, PROVIDED THAT THE COST OF SUCH PLANT CHANGES DOES NOT EXCEED THE COST OF THE PLANTS IN THE ORIGINAL BID. THE CONTRACTOR SHALL BE NOTIFIED AND THE CHANGES CONFIRMED IN WRITING PRIOR TO THE PLANTING OPERATION COMMENCING. CHANGES IN THE SIZE OR VARIETY OF ANY PLANT MATERIAL FURNISHED THAT REQUIRES A REDUCTION OR ADDITION IN COST SHALL REQUIRE AN ADJUSTMENT IN THE CONTRACT COST PRIOR TO PLANTING. 1.09 REJECTIONS A. ANY MATERIAL AND/OR WORK MAY BE REJECTED IF IN THE OPINION OF THE LANDSCAPE ARCHITECT SUCH DOES NOT MEET THE REQUIREMENT AND THE SPECIFICATIONS. ALL REJECTED MATERIALS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR AT HIS EXPENSE. REJECTED WORK SHALL BE REDONE IN A TIMELY MANNER AND APPROVED BY THE OWNERS REPRESENTATIVE. THIS INCLUDES MATERIALS THAT HAVE BEEN PLANTED WITHOUT PRIOR ACCEPTANCE. 1.10 PROTECTION OF PLANTS, EXISTING WORK AND IMPROVEMENTS A. THROUGHOUT CONSTRUCTION AND MAINTENANCE THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO UTILITIES, PAVING, PLANTING, STRUCTURES, FIXTURES, DRAINAGE AND IRRIGATION LINES, ETC .. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY AND ALL DAMAGE TO SUCH IMPROVEMENTS AND SHALL COMPLETELY REPAIR OR REPLACE THE SAME AT NO COST TO THE OWNER. B. EXISTING PLANT MA TE RIALS, PLANTING AREAS AND PLANTS SHALL BE PROTECTED AGAINST TRESPASSING, THEFT, VANDALISM AND DAMAGE OF ANY KIND. IF ANY PLANTS BECOME DAMAGED, STOLEN OR INJURED THEY SHALL BE TREATED OR REPLACED AT THE CONTRACTORS EXPENSE. REPLACEMENT PLANTS SHALL BE OF EQUAL VALUE OF THE ORIGINAL PLANT MATERIAL OR IF NO REPLACEMENT IS AVAILABLE, THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR THE COST OF THE MATERIAL AND INSTALLATION. THE LANDSCAPE ARCHITECT SHALL BE THE RESPONSIBLE PARTY IN DETERMINING THE CONDITION OF THE PLANT MATERIAL, SIZE OF REPLACEMENT AND /OR COST COMPENSATION. SEE SHEET: P-1.1 FOR PLANTING PLAN 1.11 CLEAN-UP A. DURING THE COURSE OF PLANTING OPERATIONS, EXCESS CONSTRUCTION WASTE MATERIALS SHALL BE REMOVED AND DISPOSED OF OFF-SITE AT A LEGAL DISPOSAL SITE. 8. PRIOR TO NOTICE OF COMPLETION, THE ENTIRE LANDSCAPED AREA SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. 1.12 SITEOBSERVATIONS A. CONTRACTOR SHALL GIVE FORTY-EIGHT (48) HOURS NOTICE AND SET APPOINTMENTS FOR ALL SITE OBSERVATIONS. B. SITE OBSERVATIONS BY THE LANDSCAPE ARCHITECT SHALL BE SCHEDULED AS SPECIFIED IN THE NOTES ON PLANS ORAS DIRECTED BY THE OWNER. C. OBSERVATIONS SHALL BE CALLED FOR AT THE END OF ALL PLANTING OPERATIONS FOR THE PURPOSE OF DETERMINING COMPLIANCE WITH PLANS AND SPECIFICATIONS, INTENT, WORKMANSHIP, AND CLEANUP. CONTRACTOR SHALL SECURE WRITTEN VERIFICATION OF OBSERVATION DATA, AND MAKE ANY CORRECTIONS REQUIRED TO WORK BEFORE BEGINNING THE MAINTENANCE PERIOD. D. IN THE EVENT THE CONTRACTOR REQUESTS OBSERVATION OF WORK AND SAID WORK IS INCOMPLETE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBSERVATION COSTS INCURRED BY THE LANDSCAPE ARCHITECT. 1.13 FINAL SITE OBSERVATION AND ACCEPTANCE A. FINAL SITE OBSERVATION OF PLANTING WILL BE MADE AT THE CONTRACTORS REQUEST AND UPON COMPLETION OF THE MAINTENANCE PERIOD. B. THE WORK UNDER THIS CONTRACT WILL BE ACCEPTED BY THE LANDSCAPE ARCHITECT UPON THE SATISFACTORY COMPLETION OF ALL WORK, INCLUDING MAINTENANCE, BUT EXCLUSIVE OF THE GUARANTEE Of PLANT MATERIALS. 1.14 GUARANTEE AND REPLACEMENT A. THE CONTRACTOR SHALL GUARANTEE THAT ALL PLANTS PLANTED UNDER THIS CONTRACT SHALL BE IN GOOD, HEALTHY AND FLOURISHING CONDITION OF ACTIVE GROWTH AT THE END OF ONE GROWING YEAR FROM THE DATE OF ACCEPTANCE. ALL OTHER PLANT MATERIALS SHALL BE GUARANTEED UNTIL FINAL ACCEPTANCE OF THE MAINTENANCE PERIOD. B. ALL DEAD PLANTS AND ALL PLANTS THAT LOSE MORE THAN 30% OF THEIR ORIGINAL LEAVES, OR AS DETERMINED BY THE OWNER'S REPRESENTATIVE SHALL BE REPLACED WITHOUT COST TO THE OWNER WITHIN (10) DAYS OF NOTICE. C. REPLACEMENT PLANT MATERIAL AND SEEDING SHALL BE OF COMPARABLE QUALITY AND SIZE TO THAT WHICH WAS ORIGINALLY INSTALLED. ALL PLANT MATERIAL REPLACED SHALL BE GUARANTEED FOR THE ORIGINAL PERIOD, STARTING FROM THE DA TE OF REPLACEMENT. 1.15 SUBMITTALS A. SUBMIT LIST WITH SOURCES AND QUANTITIES TO LANDSCAPE ARCHITECT OF SOIL AMENDMENTS, FERTILIZERS, PLANT MATERIALS, MULCH, SEEDS, AND SOD WITH QUANTITIES OF EACH TO BE USED ON THE JOB. RETAIN AND SUBMIT RECEIPTS AS REQUESTED BY THE LANDSCAPE ARCHITECT. 1.16 PUBLIC SAFETY A. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO INSURE THE SAFETY OF ALL WORKERS, PEDESTRIANS AND ADJACENT PROPERTY IN ACCORDANCE WITH CALIFORNIA/OSHA REQUIREMENTS. THE LANDSCAPE ARCHITECT AND HIS CONSULTANTS DO NOT PRACTICE OR CONSULT IN THE FIELD OF SAFETY ENGINEERING. WE DO NOT DIRECT THE CONTRACTORS OPERATIONS AND WE CAN NOT BE RESPONSIBLE FOR PERSONNEL OTHER THAN OUR OWN ON THE SITE. THE SAFETY OF OTHERS IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IF HE CONSIDERS ANY OF THE RECOMMENDED ACTIONS IN THE CONTRACT DOCUMENTS TO BE UNSAFE. 1.17 AS-BUILT INFORMATION A. A SET OF CONTRACT DRAWINGS THAT ARE VERIFIED BY THE CONTRACTOR TO BE AN 'APPROVED SET' OF THE GOVERNING AGENCY SHALL BE KEPT AT THE SITE OFFICE DURING CONSTRUCTION. ALL WORK THAT IS INSTALLED SHALL BE REVIEWED FOR CONFORMANCE WITH THE PLANS. IF NEW WORK OR WORK AS SHOWN ON THE PLANS IS DIFFERENT, THE CONTRACTOR SHALL I 'OTE THE INSTALLATION ON THE RECORD DRAWINGS. THE MARKED DRAWINGS SHALL BE KEPT CURRENT AS THE WORK PROGRESSES AND SHALL BE AVAILABLE FOR INSPECTION BY THE OWNER'S REPRESENTATIVE UPON REQUEST. AT 2 WEEKS PRIOR TO THE "NOTICE OF COMPLETION", THESE OR A COPY OF THE AS-BUILT DRAWINGS SHALL BE DELIVERED TO THE OWNER'S REPRESENTATIVE. PART 2• MATERIALS 2.01 PLANT MATERIALS A. ALL PLANTS SHALL BE NURSERY GROWN IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICES, AND SHALL BE GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT FOR AT LEAST ONE YEAR B. PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE NORMAL HABITS OF GROWTH. THEY SHALL BE FREE OF DISEASE, INSECT PESTS OR THEIR EGGS, SUN-SCALE INJURES, ABRASIONS OR DISFIGUREMENTS, AND SHALL HAVE HEALTHY, WELL-DEVELOPED ROOT SYSTEMS. C. TREES SHALL HAVE STRAIGHT TRUNKS UNLESS OTHERWISE SPECIFIED, WITH THE LEADER INTACT, UNDAMAGED, AND UNCUT. DAMAGED OR PRUNED TERMINAL LEADERS WILL BE CAUSE FOR REJECTION. PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVERY EXCEPT UPON THE SPECIAL APPROVAL OF THE LANDSCAPE ARCHITECT. D. ALL PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFIED ON THE PLANTING PLAN EXCEPT THAT PLANTS LARGER THAN SPECIFIED MAY BE USED. USE OF SUCH PLANTS SHALL NOT INCREASE THE CONTRACT PRICE . E. CONTAINER STOCK (1,5,15 GAL, AND BOX SIZES) SHALL HAVE GROWN IN THE CONTAINERS IN WHICH DELIVERED FOR AT LEAST 6 MONTHS BUT NOT OVER TWO YEARS, AND SHALL IN NO CASE BE ACCEPTED IF A ROOT BOUND CONDITION HAS BECOME PREVALENT. 2 02 LANDSCAPE MATERIALS A. "PLANTING TABLETS" SHALL BE BEST·TABS PLANTING TABLETS 20-10-5 10121 GRAM TABLETS OR APPROVED EQUIVALENT. B. "MULCH" SHALL BE BARK OR WOOD MULCH FROM ONE OF THE FOLLOWING SOURCES: SHREDDED FIR OR CEDAR OR RECYCLED TREE AND SHRUB CLIPPINGS. MULCH SHALL BE GREATER THAN 114" DIAMETER AND NO LARGER THAN 112" DIAMETER. MULCH SHALL BE FREE OF STICKS, STONES, CLAY, CLODS, DEBRIS AND FOREIGN INORGANIC MATERIAL. C. "HERBICIDE" SHALL BE ROUND-UP BY MONSANTO CORPORATION. D. "PRE-EMERGENT" HERBICIDE SHALL BE TREFLAN, SURFLAN, EPTAN OR EQUIVALENT E. "MOW STRIPS" SHALL BE AS SPECIFIED ON CONSTRUCTION DOCUMENTS. F. "NAILS", "WIRE", "HARDWARE", "STAPLES", AND "TURNBUCKLES" SHALL BE HOT DIPPED GALVANIZED. G. "TREE STAKES" SHALL BE 2" DIAMETER BY 8' LENGTH COPPER NAPTHENATE TREATED LODGE POLE PINE STAKES, OR EQUAL, ACCORDING TO THE FOLLOWING SCHEDULE: 15 GALLON 1 • 8' STAKE 24" BOX OR LARGER 2 • 1 0' STAKES H. "EROSION CONTROL FABRIC BLANKET" SHALL BE NORTH AMERICAN GREEN, MODEL SC150 1. "ROOT BARRIERS" SHALL BE BIO-BARRIER BY DOW ELANCO 1 (800) 352-6776. J. "DECORATIVE ROCKS" OR "BOULDERS" SHALL BE AS SPECIFIED ON PLANS. 2.03 HYDROSEED MATERIALS A. SEED MIX· AS SPECIFIED ON PLANS. B. 'WOOD PULP" SHALL BE SILVAFIBER BY WEYERHAUSER OR APPROVED EQUAL, AT A RATE OF 1000 LBS .. /ACRE. C. , 'TACKIFIER" SHALL BE M-BINDER FROM STOVER SEED OR APPROVED EQUAL, AT A RA TE OF 60 LBS/ACRE. P-2.1 -P-2.2 FOR PLANTING DETAILS AND NOTES SCHMIDT DESIGN GROUP, INC, BALA.NCINCi ARTISTIC EXPRESSION IN DESIGN WlTl-i ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diega, CA 92103 telephone {619} 236-1462 facsimile {619} 235-8792 www.schmidtdesign.com Lie, CA 2138, NV 219, AZ 34139 SDG PROJECT NO: 10-501.00 f>LT DATE; 04/09/2010 PART 3. INSTALLATION 3.01 GENERAL REQUIREMENTS A. INSTALLER MUST EXAMINE THE SUBGRADE, VERIFY THE ELEVATION AND OBSERVE THE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. IF SITE CONDITIONS VARY FROM THOSE SHOWN ON THE DRAWINGS, CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND GENERAL CONTRACTOR BEFORE COMMENCING WORK. B. WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOUNTERED OR FORESEEN SUCH AS, BUT NOT LIMITED TO PAVING, RUBBLE FILL, ENGINEERING FILL, ADVERSE DRAINAGE CONDITIONS, TOXIC SUBSTANCES OR OBSTRUCTIONS, NOTIFY OWNER'S REPRESENTATIVE BEFORE PLANTING. 3.02 WEED KILL A. IRRIGATE SITE NORMALLY FOR TWO WEEKS TO GERMINATE WEEDS. APPLY CONTACT HERBICIDE PER MANUFACTURER. B. WHEN ALL WEEDS HAVE PERISHED AND THE ACTIVE PERIOD OF HERBICIDE HAS EXPIRED ALL WEEDS SHALL BE COMPLETELY TURNED UNDER BY PLOWING, ROTOTILLING OR OTHER MECHANICAL MEANS. IF PERSISTENT REPEAT APPLICATION TO ASSURE ERADICATION. C. ALL HERBICIDE APPLICATIONS SHALL BE PERFORMED BY A LICENSED AND BONDED OPERATOR. D. APPLY PRE-EMERGENT HERBICIDE AS NOTED UNDER MATERIALS AND AT THE RATES AS SPECIFIED BY THE MANUFACTURE. 3.03 SOIL PREPARATION A. SOIL PREPARATION SHALL OCCUR NOT MORE THAN 30 DAYS PRIOR TO PLANTING. ALL PLANTING AREAS WITH ASPHALT, ENGINEERED FILL OR OTHER DELETERIOUS MATERIAL SHALL BE THOROUGHLY DUG OUT THROUGH SUB-BASE MATERIAL AND BACKFILLED WITH TOPSOIL. B. APPLY SOIL AMENDMENTS RECOMMENDED IN SOILS TEST, EVENLY AND AT THE SPECIFIED APPLICATION RATES. SEE CONTRACT DOCUMENTS FOR SPECIFIC RECOMMENDATIONS. C. ROTOTILL TOP 6" OF SOIL TO A LOOSE AND FRIABLE CONSISTENCY. D. SLOPES STEEPER THAN 3:1 SHALL BE RAKED, BUT SHALL NOT RECEIVE SOIL AMENDMENTS EXCEPT AT EACH PLANT PIT BACKFILL. 3.04 FINISH GRADING A. FINISH GRADING AFTER SOIL PREPARATION SHALL ESTABLISH FINAL FLOW LINES AND GRADIENTS FOR UNIFORM WATER DRAINAGE. B. FINISHED GRADES SHALL BE SMOOTH, COMPACTED AND FREE FROM IRREGULAR CHANGES. SWALES SHALL READILY DRAIN AND BE FREE OF LUMPS OR HOLLOWS. ALL PLANTING BEDS SHALL DRAIN REGULARLY AS NOTED ON THE CONSTRUCTION DOCUMENTS ORAT A MINIMUM OF 2%, AWAY FROM BUILDINGS, WALLS AND TOWARD ROADWAYS, DRAINS AND CATCH BASINS. C. MOUNDS SHALL BE SHAPED AND SCULPTED TO CREA TED A SMOOTH AND IRREGULAR NATURAL EFFECT AND SHALL BE OF ELEVATIONS AS INDICATED ON THE CONTRACT DOCUMENTS. D. FINISHED GRADES SHALL BEA MINIMUM Of 1" BELOW ADJACENT PAVING IN LAWN AREAS AND 2" BELOW IN GROUND COVER/SHRUB BEDS. WHERE DRAINAGE FLOW IS INTERRUPTED BY MOW STRIPS, TRANSITION TO LEVEL WITH GRADE AT THESE LOCATIONS SO AS NOT TO OBSTRUCT FLOW. WHERE PAVEMENT OBSTRUCTS FLOW, CONTRACT THE OWNER FOR DIRECTION. 3.05 LAYOUT A. LAYOUT OF ALL TREES, SHRUB MASSES, HEADER BOARDS, AND OTHER LANDSCAPE ELEMENTS SHALL BE STAKED BY THE CONTRACTOR IN THE FIELD FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 8. PLANT ARRANGEMENTS ARE SHOWN ON DRAWINGS. HOWEVER, FINAL LOCATION AND/OR ORIENTATION OF ANY OR ALL PLANTS SHALL BE AS DIRECTED BY THE LANDSCAPE ARCHITECT. CONTRACTOR SHALL MAKE ANY CHANGES IN LOCATIONS OF PROPOSED PLANTING, AS MAY BE REQUIRED, WITHOUT ADDITIONAL COST TO THE OWNER. C. PRIOR TO PLANTING, CONTRACTOR SHALL SURVEY SITE FOR POTENTIAL PLANT MATERIAL CONFLICTS. POTENTIAL CONFLICTS INCLUDE, BUT ARE NOT LIMITED TO PLANT MATERIAL OBSTRUCTIONS TO SIGNS, ROOF OVERHANGS, PEDESTRIAN AND VEHICULAR TRAFFIC, AND SLOPE/LEVEL AREAS WHICH DIFFER IN ELEVATION OF CONFIGURATION FROM EXISTING SITE PLANTING CONDITIONS. 3.06 EXCAVATION OF PLANTING PITS AND BEDS A. ALL EXCAVATED HOLES SHALL HAVE ROUGHENED SURFACES, NOT GLAZED, AND SHALL BE OF THE MINIMUM SIZES INDICATED ON DRAWINGS. B. UNDER NO CIRCUMSTANCES SHALL ANY PLANT PIT OR BED REMAIN OPEN OVERNIGHT UNLESS IT IS PROPERLY BARRICADED. C. FILL EXCAVATIONS FOR ALL REPRESENTATIVE SITE CONDITIONS FOR TREES AND SHRUBS WITH WATER AND ALLOW TO PERCOLATE OUT OVER A 12 HOUR PERIOD. REFILL HOLE AND IF WATER IS NOT ABSORBED WITHIN 12 HOURS OF THE SECOND FILLING, CONTACT LANDSCAPE ARCHITECT FOR DIRECTION. 3.07 PLANTING A. AFTER PLANTING PITS HAVE BEEN DUG, ADD "PLANTING TABLETS' TO THE PLANTING PITS ACCORDING TO THE FOLLOWING SCHEDULE: PLANT SIZE AMOUNT ROOTED CUTTINGS, LINERS, 4 INCH POTS 1 GALLON 2-10 GRAM. TABLETS 5 GALLON 3-10 GRAM. TABLETS 15 GALLON I 24" BOX 6-10 GRAM. TABLETS B. CANNED STOCK SHALL BE REMOVED CAREFULLY FROM CANS AFTER LIGHTLY COMPRESSING THE SIDES OF THE CONTAINERS TO LOOSEN THE ROOT BALL SLIDE PLANTS OUT OF CANS AND HANDLE BY EARTH BALL ONLY. C. PLANTS SHALL BE SET ON UNAMENDED NATIVE SOIL FIRMLY TAMPED TO PREVENT SETTLING. AFTER BACKFILLING, PLANT CROWN SHALL BE SET SLIGHTLY HIGHER THAN THE SURROUNDING SOIL LEVEL. UPRIGHT PLANTS SHALL BE KEPT IN A VERTICAL POSITION. D. AFTER PLACING IN PIT, WORK "PLANTING BACKFILL MIX" AROUND BALL OF GROUNDCOVER, SHRUBS AND TREES, WATER AND FIRMLY TAMP TO INSURE SOIL IN AND ABOUT ALL ROOTS. E. NO PLANT WILL BE ACCEPTED IF THE ROOTBALL IS BROKEN OR CRACKED, EITHER BEFORE, DURING, OR AFTER THE PROCESS OF INSTALLATION. F. STAKE TREES IMMEDIATELY AFTER PLANTING AS PER PLANTING DETAILS. G. PRIOR TO PLANTING ALL SPRAY IRRIGATION SHALL BE FULLY OPERATIONAL AND DRIP IRRIGATION AREAS SHALL HAVE SUPPLY LINE INSTALLED, WITH EMITTERS HELD FOR INSTALLATION UNTIL ALL PLANTING IS COMPLETE. H. ALL PLANTS UNLESS NOTED OTHERWISE ON PLANS SHALL BE THOROUGHLY WATERED AT TIME OF PLANTING, TAKING CARE NOT TO COVER CROWNS OF PLANTS WITH WET SOIL. PLANTS SHALL BE KEPT ADEQUATELY WATERED UNTIL TIME OF ACCEPTANCE. I. GROUND COVER PLANTING SHALL BE AS NOTED ON PLANS AND PLANTED ON TRIANGULAR SPACINGS. EXTEND GROUND COVER TO WITHIN 12 INCHES OF ADJACENT SHRUBS OR TREE TRUNKS. 3·08 A.MU';;~~~~ SHALL BE PLACED AROUND ALL TREES, SHRUBS AND GROUND COVERS: MULCH SHALL BE APPLIED UNIFORMLY TO COVER ALL PLANTING BED SURFACES, INCLUDING DRIP IRRIGATION LINES, TO A COMPLETED DEPTH OF 3 INCHES MINIMUM. 3.09 FINAL GRADING A. · THE FINISHED SURFACE SHALL BE SMOOTH, COMPACTED AND FREE FROM IRREGULAR CHANGES. SWALES SHALL READILY DRAIN AND BE FREE OF LUMPS OR HOLLOWS. ALL PLANTING BEDS SHALL DRAIN READILY AT A MINIMUM OF 2% AND BE FREE FROM PONDING OR STANDING WATER AT ALL TIMES. IN AREAS WHERE PLANTING BEDS ARE RETAINED BY WALLS, CURBS, TERRACES OR OTHER HARD SURFACES, CARE SHALL BE TAKEN TO PROVIDE PROPER DRAINAGE. • DEVELOPERS NAME: ____________ _ ADDRESS: TELEPHONE: ______ _ DATE PLAN PREPARED: _________ _ DATE INITIAL BY: ENGINEER OF WORK --------~·---------- B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE THE ENTIRE PLANTING AREA SMOOTH AND EVEN, TO INSURE THAT FINISH GRADES SHALL BE 1 INCH BELOW THE SURFACE OF WALLS, CURBS AND PAVED AREAS, AND IN ALL CASES WITHOUT ABRUPT CHANGES IN GRADIENT. C. THE GROUND SURFACE SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT PRIOR TO SEEDING TO DETERMINE SUITABILITY FOR PLANTING. THE CONTRACTOR SHALL OBTAIN SUCH APPROVAL BEFORE PROCEEDING. 3.10 HYDROSEEDING A. HYDROSEED MIX: SEE PLANTING PLANS B. EQUIPMENT AND APPLICATION: HYDRAULIC EQUIPMENT USED FOR THE APPLICATION OF SLURRY SHALL HAVE A BUILT IN AGITATION SYSTEM WITH AN OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND HOMOGENEOUSLY MIX THE ABOVE SLURRY. DISTRIBUTION LINES SHALL BE LARGE ENOUGH TO PREVENT STOPPAGE AND TO PROVIDE EVEN DISTRIBUTION OF THE SLURRY OVER THE GROUND. THE PUMP SHALL BE CAPABLE OF EXERTING AT LEAST 150 PSI AT THE NOZZLE OR SUFFICIENT ADDITIONAL PRESSURE FOR PROPER COVERAGE. THE SLURRY TANK SHALL HAVE A MINIMUM 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 AND SHALL BE THOROUGHLY CLEAN AND FREE OF SEED SPECIES THAT ARE NOT SPECIFIED. C. APPLICATION: THE OPERATOR SHALL SPRAY THE SURFACES WITHA 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 STREAM ALLOWING THE WOOD FIBERS TO BUILD ON EACH OTHER UNTIL A GOOD COAT IS ACHIEVED AND THE MATERIAL IS SPREAD AT THE REQUIRED RATE. D. TIME LIMIT: ALL SLURRY MIXTURE WHICH HAS NOT BEEN APPLIED TO THE SURFACES WITHIN 4 HOURS AFTER MIXING WILL BE REJECTED AND REMOVED FROM THE PROJECT AT THE CONTRACTOR'S EXPENSE. 3.11 MAINTENANCE /ESTABLISHMENT PERIOD A. THE ENTIRE PROJECT SHALL BE MAINTAINED FOR THE TIME AS SPECIFIED ON PLANS, COMMENCING FROM THE TIME ALL IRRIGATION AND LANDSCAPE WORK HAS BEEN COMPLETED, OBSERVED BY THE LANDSCAPE ARCHITECT , AND WRITTEN NOTICE OF COMPLETION PROVIDED. THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE ACCORDING TO THE FORGOING ARTICLES AND OF THE SPECIAL PROVISIONS AND TO THE SA Tl SF ACTION OF THE OWNER. B. CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL AREAS INCLUDED IN THE CONTRACT DOCUMENTS DURING THE PROGRESS OF THE WORK, THROUGH THE MAINTENANCE PERIOD, AND UNTIL NOTICE OF COMPLETION. C. MAINTENANCE OF PLANTED AREAS SHALL INCLUDE, BUT NOT BE LIMITED TO WATERING, PRUNING, EROSION REPAIR, WEED CONTROL, CULTIVATING, MULCHING, SPRAYING, AND REPLACEMENT OF SICK, DEAD OR DAMAGED PLANTS TO PROPER GRADES OR UPRIGHT POSITION, MOWING, DEBRIS REMOVAL, AND ALL OTHER CARE NECESSARY FOR PROPER GROWTH AND APPEARANCE OF THE PLANTS. D. DAMAGE RESULTING FROM GULLIES, WASHOUTS, OR OTHER EROSION SHALL BE REPAIRED BY FILLING AND TAMPING, RE FERTILIZING, AND RESEEDING OR REPLANTING BY THE CONTRACTOR AT HIS EXPENSE IF SUCH DAMAGE OCCURS PRIOR TO ACCEPTANCE OF WORK UNDER THIS CONTRACT. E. ALL SHRUBS AND TREES SHALL BE MAINTAINED IN THEIR NATURAL SHAPES. TALL OR SCRAGGLY BRANCHES SHALL BE THINNED OUT WHERE NECESSARY. IN NO CASE SHALL TREES OR SHRUBS BE TRIMMED BY HEADING OR SHEARING. ANY PLANTS SEVERELY PRUNED IN THIS MANNER SHALL BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE. F. DURING THE MAINTENANCE PERIOD, ANY PLANT INDICATING WEAKNESS OR PROBABILITY OF DYING, OR HAVE LOST MORE THAN 30% OF LEAVES SHALL BE REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE. G. TREE STAKES WHIC,. FOR ANY REASON ARE DAMAGED OR RENDERED INADEQUATE FOR SUPPORT SHALL BE REPAIRED AND RESTORED TO THEIR ORIGINAL CONDITIONS. TREE TIES SHALL BE ATTACHED SECURELY. H. CONSTANT DILIGENCE SHALL BE MAINTAINED FOR THE ADVENT OF DISEASE, INSECTS, AND/OR RODENT INFESTATIONS AND PROPER PREVENTATIVE OR CONTROL MEASURES TAKEN. I. ALL WEEDS IN GROUNDCOVcR AREAS SHALL BE PULLED AS THEY APPEAR AND PRIOR TO SETTING SEED DURING THE MAINTENANCE PERIOD. J. ALL WALKS, CURBS, AND GUTTERS SHAUL BE KEPT CLEAR OF DEBRIS, MUD, DUST, AND STANDING WATER BY SWEEPING AND MOPPING AS REQUIRED TO MAINTAIN CLEANLINESS THROUGHOUT. K. DURING THE MAINTENANCE PERIOD\LL AREAS INCLUDED IN THE CONTRACT SHALL BE CLEAN AND FREE OF DEBRIS AND WEEDS. ALL PLANT MATERIALS SHALL BE LIVE, HEAL THY, AND FREE OF INFESTATION. IF ANY ITEM OR PORTION OF THE CONTRACT WORK IS NOT ACCEPTABLE TO THE OWNER'S REPRESENTATIVE AT THE TIME OF FINAL INSPECTION, CONTRACTOR SHALL BE REQUIRED TO MAINTAIN ALL AREAS INCLUDED IN THE CONTRACT FOR ANY ADDITIONAL PERIOD OF TIME AS MAY BE REQUIRED TO REPAIR DEFECTIVE ITEM OR PORTION. L. SETTLING OF MULCHED AREAS AND EROSION OF MULCH WITHIN THE MAINTENANCE PERIOD SHALL BE SUPPLEMENTED WITH ADDITIONAL MULCH AT THE CONTRACTORS EXPENSE TO MEET THE DEPTH AND COVERAGE SPECIFIED. M. SETTLING OF AREAS WHICH CAUSES WATER TO POND OR INTERRUPT DRAINAGE FLOWS SHALL BE REPAIRED TO MAINTAIN POSITIVE DRAINAGE. 3.12 WRITTEN NOTICE A. AT THE END OF THE SPECIFIED ESTABLISHMENT PERIOD, THE CONTRACTOR SHALL PRESENT WRIHEN NOTICE TO THE LANDSCAPE ARCHITECT AND OWNER, THAT HE HAS COMPLETED THE REQUIRED MAINTENANCE AND SUBMIT THE RECORD DRAWINGS. FURTHER MAINTENANCE WILL BE THE RESPONSIBILITY OF THE OWNER. ·END OF SECTION· APP RO VEO FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCA T/ON OF PLAN TING AREA "AS BUil T" TilLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT. SHEET CITY OF CARLSBAD 9 9 PLANNING DEPARTh4ENT SHEETS PLANTING SPECIFICATIONS FOR: BRESSI RANCH VILLAGE CENTER MAJOR "B" BUILDING IP-3.1 APPROVED 11-~ , 4-~,,..,tr -C,,-\,;,- PLANNING DATE DRWN BY: AMS PROJECT NO. DRAWING NO. DA1E INITIAL DATE INITIAL REVISION DESCRIPTION OTI-IER APPROVAL CITY APPROVAL CHCKD BY: CT06-24 452-9M JJ ' ! • " , ,'; .. .. '' . ! .j • ,. ., ...c u\ r-J 0 I -t> ~ ~