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HomeMy WebLinkAboutDWG 478-2L; MCUP 14-08; LA COSTA TOWNE CENTER VERIZON; 01-08LANDSCAPE CONSTRUCTION DOCUMENTS FOR: (LA COSTA TOWNE CENTER VERIZON) A. GENERAL NOTES INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE r'lORK1,0R HIS DE5I6NATED A6ENT. REFER TO THE SPECIFICATIONS FOR TnE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED 5UBMITTAL5. FOLLOr'IIN6 COMPLETION OF THE r'IORKI THE LANDSCAPE ARCHITECT OF THE r'IORK r'IILL CERTIFY THAT THE N5TALLATION HAS BEEN COMPLETED BY SUBMITTING, THE "FINAL LANDSCAPE CERTIFICATION FORM." A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING, THE INSPECTION REQUEST LINE. · AREA OF___,, WORK "FINAL LANDSCAPE CERTIFICATION FORM' EMAIL TO, MIKEELLIOTT2oCOX.NET LANDSCAPE INSPECTION REGUEST PHONE LINE, 160-602-4602. ALL IRRl<SATION BACKFLOr'I PREVENTER5 SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE 6I\/EN TO THE CITY AND TI-IE OLIVENHAIN MUNICIPAL r'IATER DISTRICT. PIPE BETr'EEN TI-IE METER AND BACKFLOr'I PREVENTER SHALL BE "SCHEDULE K HARD COPPER." REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH EN6INEER, CITY EN6INEER, 4 DISTRICT EN6INEER PRIOR TO IMPLEMENTATION IN FIELD. E3. INSTALLATION CONSTRUCTION SCHEDULE PRIOR TO START OF 6RADIN~ THE APPLICANT OR APPLICANT'S A6ENT SHALL OBTAIN CITY Ar-PROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING, THE TIMIN6 OF THE SLOPE PLANTING, AND IRRl6ATION. TI-IE SCHEDULE SHALL 5HOr'I TIMIN6 OF CONSTRUCTION OF FREESTANDIN<S, RETA,NIN6tAND CRIB Y'W.LS IMMEDIATELY AFTER ROl¼iH 6RADIN5 AS EACH OCATION 15 ACHIMD. IRRl5ATION AND PLANTIN6 SHALL TARE PLACE AS 5RADIN6 PR05RE55E5. IRRIGATION INSTALLATION OF IRRl6ATION AS 5HOr'IN ON THE APPROVED PLANS SHALL COMMENCE r'IITHIN 10 DAYS OF THE TIME r'IHEN EACH AREA IS BROU6HT TO 6RADE A5 SHOr'IN ON THE APPROVED 6RADIN6 PLANS. r'IATER SERVICE (POINT OF CONNECTION) INSTALLATION, TEMPORARY OR PERMANENT,,_ ~ALL BE IN PLACE TO COINCIDE r'IITH PLANTIN6 TIMING, 5PEC!Flc:D IN SECTION IV.E.S-I, 4 SECTION V. PLANTING PLANTING, AND IRRl6TION FOR THE SLOPE AREAS SHALL BE COMPLffiL Y INSTALLED AS SHOr'IN ON THE APPROVED PLANS r'IITI-IIN SO DAYS AFTER THE IR~l6ATION INSTALLATION FIRST COMMENCES. l"IATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR V'llTH THE REQUIREMENTS FOR LANDSC.APE AND IRRl6ATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL 4 V'lATER EFFICIENT LAND5GAPE RE6ULATIONS. I HAYE PREPARED TH IS PLAN IN COMPLIANCE V'llTH THOSE RE6ULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN ~:L~.THOSE RE6ULATIONS TO PROVIDE EFFICIENT USE OF V'lATER. PHON~O) =-~~75~7 _____ _ RE6I5TRATION NO, 4104 EXPIRATION DATE, ~"!90~'/2=0=/b ____ _ PRIOR TO BEGINNING LANDSCAPE ViaRK: THE CONTRACTOR SHALL CONTACT THE DESl6NER OF V'lORK PRIOR TO BEGINNING LANDSCAPE V'lORK AND THE DESIGNER OF V'lORK SHALL REVIEV'l THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEV'l AND PROTECT ALL UTILITIES (ABOVE 4 BELOV'l GRADE) FROM INVASIVE PLANT 6ROV'lTH AND ROOTS. EL C CAMINO REAL ,. i ~l N.T.S. . I I l ➔ 1 j I Underground Service Alert Call: TOLL FREE 1-800 422-4133 Tl"!O I/IIORKIN6 DAYS BEFORE YOU D/6 1 1 ::: GROVE landscape architecture design ! consulting I project management 760. 550. 9757 {www. grove· desjgn. com} DATE: 06-03-16 JOB NO.: 21618 SCALE: 1 /8" = 1 '-0" DRAWN BvtHM SHEET INDEX: SHEET#, DESCRIPTION: ALIAS#, LANDSCAPE TITLE SHEET 4 6ENERAL NOTES L-I 2 LANDSCAPE IRRl6ATION PLANS L-2 s LANDSCAPE IRRl6ATION DETAILS L-S 4 LANDSCAPE IRRl6ATION SPECS L-4 5 LANDSC.b,PE IRRl6A TION SPECS L~s b LANDSCAPE PLANTING PLAN L-b , LANDSCAPE PLANTING, LE6END 4 NOTES L-1 e, LANDSCAPE PLANTIN6 SPECS L-8 OY'INER VERIZON ~IRELE55 PO BOX 1"1101 IRVINE, CA. "12623-"1101 ("14"1) 286-1000 LANDSCAPE ARGHITEGT: GROVE LAND55CAPE ARCHITEC, TURE 200 N CEDROS AVENUE SOLANA BEACH, CA "12015 (160) 550-"1151 ARGHITEGT BOOTH$ SUAREZ :325 CARLSBAD VILLAGE DRIVE SUITE D2 CARLSBAD,CA "12008 (160) 434-8414 CITY OF OCEANS/OE "" . '"""': CITY OF VISTA Cl 'Xi,-Ir-• • • . ~ u '" ROD . 0 • ,,_of CITY OF SAN MARCOS DECLARATION OF RESPONSIBLE CHARGE I HEREBY ~LARE 11,AT I AM THE LANDSCAPE ARCHITEC,T OF l'IORK FOR THIS PROJ:C.T, THAT I HAVE EXERGISED RESPONSIBLE c.HAR61: OVER THE DESI.SN OF THIS PROJEC,T AS DEFINED IN 5EC;TION biOB OF BUSINESS AND PROFESSIONS GODE AND THAT THE DESI.SN 15 WN5l5Tl:NT Y'IITH QJRRENT STANDARDS. I UNDER5TAND THAT THE GHEGK OF PROJECT Df'W'IIN65 AND 5PEC,IFIGATION5 BY THE C,ITY OF C,ARLSBAD AND THE SAN DIE.SO WUN'TY DEPAR™ENT OF ENVIRONMENTAL HEALTH 15 GONFINED TO A REVIEY'I ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITEC,T OF Y'IORK, OF MY RESPONSIBILITIES FOR PROJEC,T DE5I15N. THESE PLANS HAVE BEEN F'REPAAfD IN 51.eSTANTIAL C,ONFORMANC.E Y'IITH THE APPROVED LAND5GAPE C,ONC,EPT PLAN, Y'IATER WNSERVATION PLAN, FIRE 5UPPRE5SION Pl.AN, AND ALL GONDITION5 OF APPROVAL RELATED TO LAND5"APIN15. 15ROVE LAND5"APE ARC,Hl'TEC,TURE BRIAN 1:>ROVE ~~~~-----FIRM LAND5"APE ARGHl'TEC,T 200 NORTH CEPR05 SOLANA BEAGH, CA '12075 ADDRESS (160) 550.q757 PHONE REVISIONS MUST BE APPROVED BY RJBLIC, HEAL. . I DISTRIC,T ENl:>INEER PRIOR TO IMPLEMENTATION IN FIEJ: . REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. ' DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE PACIFIC OCEAN INmAL CllY APPROVAL CITY OF ENCINITAS VICINITY MAP NO SCALE "AS-BUILT " ---~ EXP. ____ DATE REVIEWED BY: INSPECTOR DATE ' I SHfET I CITY OF CARLSBAD I SHSETS I PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: EL CAMINO & LA COSTA (LA COSTA TOWNE CENTER VERIZON) ~,ti , & ~bl\_,:,+\---1-12..-11., PLANNING DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: MCUP 14-08 RVWD BY: PD 13-02 478-2L \ i== CJ) 0 0 ::5 oil 0 z ~ <( 0 ...J UJ Cl) CJ) UJ ...J UJ a: ~ z 0 N a: / / UJ > I ' ~ ' ' ...J ' "/ 11 / I I / I I I $' LOGATION OF EXISTING 1 ~\' METER # , 1580507 LOCATIQN OF EX IS~I NG 2" BACKFLbW PREVENTER \ ' \ EXISTING MAINLINE TO BE PRQTECTED IN PLACE.\ \ \ • \ I EXISTING MAINLINE TO \ BE PROTECTED IN PLACE. \ POINT OF CONNECT! N WITH EXISTING MAINL NE /I I \ ALL EXISTING DAMAGE PAVING TO BE REPAIR / REPLACE. / I \ \ \ \ \ \ ' \ I I 1 I I Ii' \\1 I I 111 \\\ \\ '\ \ \1 I \ 1 1/4" I \ \ I I 32•'0 \ \ \ NORf \ \ \ \ \ ALL EXISTING DAMAGE PAVING TO BE REPAIR / REPLACE . I ! ' ~,.., I ~ii.J I""\ I ' ~ , . . I f-_- L.J'L.IIGATION PLAN ---------------- ' ' A ' I I I 1 " ' DRIP' I ' I 4- I i _I - NORTH ~ -====-----------1jj 0 4' 8' 16' 24' Scale: 1/4" = 1 '-0" ENLARGED IRRIGATION PLAN [A] 2 5 7 CD FINISH GRADE CD QUICK-COUPLING VALVE -TWO-PIECE SOOY 'MTH 1 INCH INLET AND 1 INCH ACME KEY DUTill 0) VALVE BOX WITH COVER: 10-INCH SIZE (D 3/ 4" MINUS WASHED GRAVEL @ PVC SCH 80 NIPPLE-1" (LENGTH IS REQUIRED) @ PVC SCH 40 STREET ELL -1" (j) BRICK SUPPORTS (2) @ PVC SCH 40 STREET ELL -1 " ® PVC SCH 40 ~~b......__:::~=L..,_7-----TEE OR ELL X 1" @) PVC MAINLINE PIPE (jJ) PVC SCH 40 ELL-1" QUICK COUPLING VALVE 1 1 NTS PIPE SIZING CHART DIAMETER NOTES: POINT OF CONNECTION CONTROLLER A 3/4" 1" POTABLE WATER METER ELEVATION 184.0 1· SCH40 8-11 GPM 12-16 GPM REMOTE CONTROL VALVE CALLOUT CONTROLLER IDENTIFIER " .x STATION NUMBER 1. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING, VALVE BOXES, BACKFLOW PREVENTERS, ECT., SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN THE HARDSCAPE. GROUP VALVE BOXES AND LOCATE STATIC PRESSURE 84 PS! Verify w/ City Water District IN SHRUB AREAS WHENEVER POSSIBLE. PRESSURE REG. SET AT: 80 PSI 2. ALL ENDRUNS SHALL BE 314" SCH. 40 PIPE UNLESS STATED OTHERWISE. PEAK FLOW A-1 = 0.9 G.P.M. 3. FOR IRRIGATION NOTES SEE SHEETS THIS SHEET. CONTROLLER TYPE: HUNTER PRO-C-10 4. FOR IRRIGATION DETAILS SEE SHEETS 3. WORST CASE VALVE CIRCUIT: A-1 5. FOR IRRIGATION SPECIFICATIONS SEE SHEETS 4. RESIDUAL PSI 12 IRRIGATION NOTES: 1. ALL IRRIGATION SYSTEM COMPONENTS SHALL BE INSTALLED PER CITY OF CARLSBAD LANDSCAPE GUIDELINES MANUAL. CONTRACTORS SHALL SECURE ALL NECESSARY PERMITS. 2. CHECK AND VERIFY ALL SITE CONDITIONS, UTILITIES AND SERVICES PRIOR TO TRENCHING. IF DURING CONSTRUCTION IT IS FOUND THAT THE SITE VARIES FROM THE DRAWINGS, NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING WITH THE WORK 3. WHERE TREES, LIGHT STANDARDS, ETC ARE AN OBSTRUCTION TO SPRAYS, THEN PIPING AND SPRINKLER HEADS SHALL BE ADJUSTED AND/OR RELOCATED AS NECESSARY TO OBTAIN FULL COVERAGE WITHOUT EXCESSIVE OVERTHROW DO NOT EXCEED SPACING AS PER MANUFACTURER RECOMMENDATIONS. 4. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING SHALL BE INSTALLED IN PLANTING AREAS EXCEPT WHERE IT IS INFEASIBLE. . 5. CONTRACTOR SHALL FLUSH ALL MAINLINES PRIOR TO INSTALLATION OF VALVES AND ALL LATERAL LINES PRIOR TO INSTALLATION OF HEADS. 6. SPRINKLER HEADS ARE AVAILABLE IN VARYING DEGREES OF ARCS. CONTRACTOR SHALL PROVIDE, AT EACH HEAD, THE ARC MOST SUITED TO PROVIDE ADEQUATE COVERAGE AND PREVENT OVER SPRAY ON WALKS, ROADS, BUILDINGS, ETC. 7. WHERE POSSIBLE, ALL PIPING. PVC ELECTRICAL SLEEVES, ETC., UNDER PAVING SHALL BE INSTALLED PRIOR TO PAVING WORK. NO TEES, ELLS, OR OTHER TURNS IN PIPING SHALL BE LOCATED UNDER PAVING 8. COORDINATE IRRIGATION WORK WITH PLANTING PLANS TO AVOID CONFLICTING LOCATIONS BETWEEN PIPING AND PLANT PITS. 9. ALL QUICK COUPLERS ARE TO BE LOCATED IN SHRUB AREAS WHENEVER POSSIBLE AND PLACED SIX{6) INCHES FROM OUTSIDE HEADER. IF A QUICK COUPLER IS LOCATED IN A LAWN AREA IT MUST BE PLACED IN A SIX (6) INCH ROUND PLASTIC VALVE BOX. 10. ALL HEADS, WHEN LOCATED ADJACENT TO CURBS. HEADERS, SIDEWALKS. WALLS, BUILDING, ETC.. ARE TO BE A MIN. OF TWO {2) INCHES TO A MAX. OF FOUR (4) INCHES AWAY FROM THE STRUCTURES. 11. ALL CONTROL WIRE SLEEVES UNDER ROADS SHALL BE SCHEDULE BO PVC, {6" OR LESS IN DIA -36" COVER, GREATER THAN 6' IN DIA -48" COVER). ALL CONTROL WIRE SLEEVES UNDER PAVING (NON-ROADS) SHALL BE SCHEDULE 40 PVC, (LESS THAN 3" IN DIA. -18" COVER. 3" -5-1/2' IN DIA-24" COVER, 6" OR GREATER IN DIA.- 36" COVER). 12. LANDSCAPE IRRIGATION SHALL BE APPLIED AT A RATE NOT EXCEEDING THE INFILTRATION RATE OF THE SOIL (MINIMIZING EROSION AND WATER WASTE) BUT SUFFICIENTLY TO ALLOW FOR HEALTHY PLANT GROWTH. 13. POP-UPS SHALL BE USED IN THE RIGHT-OF-WAY AND WHEREVER WITHIN 10' OF ANY HARDSCAPE, TURF OR OTHER AREA WHERE PEDESTRIAN TRAFFIC MAY OCCUR. 14. INSTALL CHECK VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE 15. SPECIAL CONSIDERATION SHALL BE GIVEN TO WATER AND ELECTRICAL SERVICES. 16. IRRIGATI ON AND PLANTING SHALL TAKE PLACE AS IMPROVEMENTS PROGRESS. NOTE: FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL PLANS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF THE PROJECT. Underground Service Alert 1-1/4ff 17-26 GPM 1-1/2" 27-49 GPM NOTE: MAXIMUM ALLOWABLE DEMAND FOR ALL VALVE DISCHARGE (GPM) LATERAL LINES IS 18 GPM. VALVE SIZE IRRIGATION EQUIPMENT LEGEND: SYMBOL 1M] IQ] ....... DESCRJf'flON MANUFACTURER MODEL NUMBER WATER METER & SERVICE. EXISTING POTABLE WATER, 10 STATION CONTROLLER MOUNT IN STAINLESS STEEL ENCLOSURE ON WALL BLOCKED TRUE UNION BALL VALVE, LINE SIZE, IN VALVE BOX. DRIP CONTROL VALVE LATERAL UNE: SEE SPECIFICATINS FOR PIPE DEPTH MAINLINE. HUNTER PRO-C-10 WIBCO;WATTS BTU.V-SERIES NETAFIM SERIES 80 NYLON CONTROL VALVE W/ DISK FILTER & PRV lASCO OR EQUAL PVC SCH 40 OR APPROVED EQUAL DETAIL # SEE DETAIL 'L' SHEET L-3 SEE DETAIL 'A' SHEET U SEE DETAIL 'H' SHEET L-3 SEE DETAIL 'B&G' SHEET U -----SEE SPECIFICATIONS FOR PIPE DEPTH LASCO OR EQUAL PVC CLASS 315 (2" & GREATER) SEE DETAIL 'B&G' PVC SCH. 40 {1-1/2' & SMALLER) SHEET L-3 --, __ _ END OF MAINLINE: SEE SPECIFICATIONS FOR PIPE DEPTH. PVC CLASS 315 (2" & GREATER) SEE DETAIL 'B&G' LASCOOREQUAL PVC SCH. 40 (1-1/2" & SMALLER) SHEE.T L-3 ·- @ 0 NOTE: SLEEVE: SEE SPECIFICATIONS FOR PIPE DEPTH ET-SYSTEM W/ MODULE FOR USE WITH PRO-C CONTROLLER REDUCED PRESSURf. BACKFLOW ASSEMBLY BRONZE 'Y' STRAINER & f'LUG WITH STAINLESS STEEL VANDAL PROOF ENCLOSURE FLOW CLICK SENSOR SCH 40 PVC TWICE THE DIAMETER LASCO OR EQUAL OF THE MAIN LINE WITH A MINIMUM OF 24" OF COVER HUNTER ET-SYSTEM EXISTING 2" BACKFLOW 825YA 1.5" HUNTER FCT-100 1" BRASS QUICK COUPLING VALVE W/ LOCKING VINYL COVER IN A 10" ROUND PLASTIC BOX HUNTER HQ-44LRC-AW MASTER VALVE N/A GRISWOLD 2230E 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD SEE DETAIL 'B&G' SHEE.T L-3 SEE DETAIL 'M' SHEET L-3 SEE DETAIL 'N' SHEET L-3 SEE DETAIL 'A' SHE ET L-2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING THE PROPER NOZZLE AND ADJUSTMENT PER TH E MANUFACTURER'S CHART FOR THE AREA OF COVERAGE, SPACING, RADIUS, AND DEGREE OF ARC FOR THE AREA TO BE COVERED BY EACH HEAD. EVERY HEAD SHALL HAVE A PRESSURE COMPENSATING DEVICE INSTALLED IN TH E BODY OF EACH HEAD. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO INSTALL ADJUSTABLE NOZZLES PS REQUIRED FOR THE PROPER COVERAGE. THE CONTRACTOR SHALL ADJUST ALL NOZZLES AND HEADS TO AVOID OVERSPRAY ONTO ALL WAL'l':-NAYS, PAVEMENT, AND SITE FURNISHINGS. IRRIGATION GUARANTEE THE ENTIRE SPRINKLER SYSTEM SHALL BE GUARANTEED BY THE LANDSCAPE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP. INCLUDING SETTLING OF BACKFILLED AREAS AND TRENCHES FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK SHOULD ANY OPERATIONAL IN CONNECTION WITH THE SPRINKLER SYSTEM DEVELOP WITHIN THE SPECIFIED GUARANTEE PERIOD, WHICH IN THE OPINION OF THE OWNER MAY BE DUE TO INFERIOR MATERIAL AND/OR WORKMANSHIP, SAID DIFFICULTIES SHALL BE IMMEDIATELY CORRECTED BY THE LANDSCAPE CONTRACTOR TO THE SATISFACTION OF THE OWNER, AT NO ADDITIONAL COST. IRRIGATION HEAD LEGEND: SYMBOL DESCRlf'flON l~-~:2] NETAFIM TECHUNE MANUFACTURER/MODEL 0/ DRIPLINE HL0/4-12 (12" O.C. EM ITTER SPACING) ARC O' PSI DISCHARGE RAD_ (GPM) DETAIL SEE DETAIL 'F', 30 12' O.C. 0.4 GPH 'E', 'I'& 'J' SHEET 3 Call: TOLL FREE 1-800 422-4133 "AS-BUILT " ::: GROVE landscape architecture □esign consulting project management 760 . 550 9757 {www _grove· design. com } DATE: 06-03-16 JOB NO.: 21618 SCALE: 1/8" = 1 '-0" DRAWN BY:HM TWO WORKING DAYS BEFORE YOU DIG APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. EXP. REVIEWED BY: INSPECTOR DATE DATE l---+----+-----------+------1----+----J.---l I SH2EET I CITY OF CARLSBAD I SH8EETS I ~=='---'====P::'LA::=N:::::N::::IN::::G::::::Dl::::V::::IS:::::10::::N===::::::::.-'=====: LANDSCAPE IMPROVEMENT PLANS FOR: EL CAMINO & LA COSTA (LA COSTA TOWNE CENTER VERIZON) 1~x 4r-.1:::n;s\t ,-1~· ,~ I PLANNING DATE _ 1----1----1-------------------1-----l----l-----.jl-----l ;:::D;::W=N==:B:=Y=: =_=_=_=_=_=_:::;-;:==::;;P::;;R::;;O::;;JE;;:;;;;T;::::;;N::;;O=. ==::;-;:::D=R=A=W=:IN=:G=:=N=O~. DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY:___ MCUP 14-08 478-2L ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: PD 13-02 ~ 0 0 :s ~ 0 z '.2; <) _J w (/) (/) w _J w a: ~ z 0 N a: w > N ' _J 0 BLOCKED TRUE UNION BALL VALVE SCH. 80 (':;'I VALVE BOX· PURPLE COLOR \V TOP LID TO BE ENGRAVED WITH "BV" © PEA GRAVEL, 2" DEPTH 0 4" WIDE BRICK SUPPORT, ® FINISH GRADE © SLIP END CONNECTORS SUPPLIED WITH VALVE ® PVC MAINLINE· SEE IRRIGATION SPECS. FOR PIPE DEPTH ONE PLACED AT EACH CORNER © 4" MIN, 6" MAX ® VARIES· SEE IRRIGATION SPECS FOR BOX TOP HEIGHT [A] BALL VALVE NTS -----------AUTOMATIC FLUSH V/!t,J...VE. PLUMBED TO PVC OR POLY (lYP) ~-------Techline® START CONNECTION MALE ADAPTER .,,-----Techline® START CONNECTION , ,, i, PVC OR POLY SUPPLY H&\OER ! 1 1 !r ·i Ii ll:.---BLANK Techline® DRIPLINE i j_~: I (CENTERED ON MOUND OR BERM) AIR/VACUUM RELIEF VALVE (PLL.:MBED TO Techline® AT EACH HIGH POINT) It------AREA PERIMETER 11--i+T-------Techline® START CONNECTION ii MALE ADAPTER ~#~~~i/::;~~~!!r _____ PVC OR POLY EXHAUST HEADER NOTE ALL DRIP LINE TO BE BURRY 2"~3 11 BELOW FINISH GRADE Techline® CENTER FEED LAYOUT NTs --BLANK DRIPUNE CENTERED ON. MOUND OR BERM SUPPLY HEADER ~--REMOTE CONTROL VALVE WITH DISC FILTER ANO PRV NOTE: ALL DRIP LINE TO BE BURRY 211 311 BELOW FINISH GRADE ~ ...J w m .... w 5 z C'. I½' NOTES· I. ID TAPE SHALL HAVE 4 MM TH ICK RED LETTERS ON SILVER BACKGROUND. FROM PAUL POTTER, CALPICO, OR EQUAL 2. All PIPE AND CONTROL WIRE UNDER PAVEMENT SHALL BE INSTALLED IN A PVC SLEEVE PER THE IRRIGATION SPECIFICATIONS. 3 BACKFILL MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 90% MINIMUM. 4. PRESSURE MAINLIN E SHALL BE INSTALLED ON A 6" SAND BED AND COVERED BY A 6" OF SAND PRIOR TO ANY OTHER BACKFILL MATERIAL 5. ALL PRESSURE MAINLINE SHALL BE WRAPPED W/ DETECTION WIRE 5 7 0 FINISH GRADE ® LATERAL LINE (SEE SPECS.) ® PRESSURE IRRIGATION MAINLINE IN PURPLE PVC © CONTROL WIRES IN PVC SLEEVE (SEE SPECS.) ® CLEAN, COMPACTED BACKFILL © 3" WIDE WARNING TAPE 0 UNDISTURBED SOIL © SAND BEDDING MATERIAL ® 3" WIDE RED MARKER TAPE OVER CONTROLLER WIRES 6. ALL PIPE UNDER STREET & PARKING LOT PAVING SHALL BE IN SCH. 40 PVC SLEEVE AND SEALED AT BOTH ENDS. 7. MAINLINE PIPE SIZING -PIPE UPTO AND INCLUDING 2" SIZE SHALL BE 18" DEEP -PIPE 2-112" AND 3" SHALL BE 24" DEEP ' -PIPE 4" AND 6" SHALL BE 30" DEEP -ELECTRICAL CONDUIT SHALL BE 24" DEEP ©RECTANGULAR PLASTIC VALVE BOX PURPLE COLOR W/ LOCKING BOLT LID (TOP OF LID TO BE ENGRAVED) WITH STATION NUMBER. ® ELECTRIC REMOTE CONTROL VALVE a--(SEE IRRIGATION LEGEND FOR MODEL) \V FINISH GRADE © PVC LATERAL LINE PIPE ® PVC SCH . 80 90 DEGREE ELL NOff VALVES SHALL BE MARKED WITH NUMBERED © 3/4" CRUSHED ROCK SUMP 0 PRESSURE SUPPLY LINE @scH 80 UNION ® SCH. 80 PVC MALE ADAPTER @scH. 80 NIPPLE (T'IP) @4" WIDE BRICK SUPPORT ONE PLACED AT EACH CORNER FINISH GRADE ----- LINE FLUSHING -~- VALVE #F-TLFV-1 VN..VE BOX --_ SEE SPECS BRICK SUPPORTS (THREE) 3/4" GRAVEL su•P--..:.......__ p:::r (1 CUBIC FOOT) . ~005IB~1 . ·. [$'Mrf8'1...,&H? SEE SPECS · Techline® 17mm TUBING COMPRESSION RJNG {PROVIDED) NOTE: NO OTHER GRADES ARE ALLOWED IN IRRIGATION TRENCHES [B] TRENCHING --TAGS REFERENCING IRRIGATION PLANS. [---Cl @vALVE I.D. TAG ----Techline® LINE FLUSHING [D] VALVE (PLUMBED TO Techline®) REMOTE CONTROL VALVE NTS FINISH GRADE ----.._ AIR/VACUUM -~----_ -::_::.,_--:"'.f./~=======llt---:------ RELIEF VALVE 6" ROUND ----.....:......:J/ VALVE BOX 3/4"M X 1/2"F REDUCTION BUSHING Techline® 180-DEGREE --~ 2-WAY ADAPTER TEE ~~r,v o~ o u o--U--u u oQoQoQoQ BRICK SUPPORTS _ _..:,..--LL..L._4: oCf? oCf? oCf? oCf?"'--f'....L_Ll (THREE) '" r) 0 0 Q O Q O ( _ _,..., n n n n ,.... ,,...... 3/4" GRAVEL SUMP --- ( 1 CUBIC FOOT) Techline® AIR/VACUUM RELIEF (PLUMBED TO Techline®) ffl!,. t' ' 1 !1 -111,·1 i '---REMOTE CONTROL VALVE ' 1 , 1: WITH DISC FILTER AND PRV ~J~~I, 1:t,~tjj Hl-------Techline® DRIPLINE -®-IL-------Techline® START CONNECTION MALE ADAPTER ----SUPPLY HEADER __.,---!SlAND PERJME1ER ----AIR/VACUUM RELIEF VALVE PLUMBED TO Techline® AT EACH HIGH POINT (TYP) ~---AUTOMATIC FLUSH VALVE PLUMBED TO Techline® (lYP) --Techline® DRIPLINE 2" MIN 0 0 PAVING ® LATERAL LINE (IN SLEEVE) ® MAIN LINE (IN SLEEVE) © CONTROL WIRES (IN CONDUIT) ® BACKFILL (SEE SPECIFICATIONS) © 3" WIDE RECYCLED WATER WARNING TAPE "ALL SLEEVES TO BE TWICE DIAMETER OF PIPE (PER SPECIFICATIONS) 0 36" FOR MAIN 24" FOR LATERALS NTS SLEEVING UNDER AVING NTS - TOPVIEW TOP VIEW TOP VIEW TYPICAL 24 VOLT WIRE SPLICE KIT FOR ZONE VALVES SIDE VIEW I I 0 0 0 © 1 INSTALL '3-M' PRODUCTS GELL FILLED SPLICE KITS OR EQUAL (3-ld OBY IS APPROVED AS EQUAq CONNECTOR & MAKE SURE THE WIRES ARE COM PLETELY COVERED W!TH H-!E JELl T'r'PE MATERIAL 2. INSERT WIRES TO THE BOTTOM OF THE WIRE 3 SNAP LID TIGHT WITH WIRES FIRMLY IN PIJI.CE WIRE CONNECTOR JELL FILLED ONLY WIRE NUT TYVISTED WIRES 24 \/WIRE'S ERIORWALL) 3 4 'NOTE' CD MINl1v1UM CLEARANCE FOR DOOR OPENING CD MODEL PC-10 ~ CONTROL WIRE IN ELECTRICAL \::.) CONDUIT SIZEANDTYPE PER LOCAL CODE /,,""-, ELECTRICAL SUPPLY CONDUIT \2) CONNECT TO POWER SOURCE_ J BOX INSIDE CONTROLLER. 10 STATION l\-10DEL CONTROLLER lv10UNT CONTROLLER WITH LCD SCREEN AT EYE LEVEL CONTROLLER SHALL BE HARD-WIRED TO GROUNDED 110 VAC SOURCE, ~---PVC MAINLINE ~--NITAFlM ROJOTE CONTROL VALVE ~--BRICK SUPPORT (1-EA. CORNER) ,----3/-4-" SCH 80 UNION ~--3/4" DISC FILTER 3/4" PR\/ 3/4" SCH 80 UNION M x F I.P.S. COUPLING NTS REMOTE CONTROL VALVE W/ 3/411 PRV AND 3/411 DISC FILTER 5 3 (II) 3 6 *NOTE* (1\ MODEL ET SYSTEI\-_ 1 SENSOR \..!..I IN/ SOLAR SYNC r;;"'\ SUITABLE POST OR POLE MOUNT fd lN 6ft. I..!:,.,/ ABOVE TURF, MIN l 5ftAWAY FROM STRUCTURES ('t\ CONDUIT FROM ET SYSTEM SENSOR TO ET \.::!../ SYSTEl\11\WDULE MODEL ET SYSTElv1 MODULE © MOUNT LESS THAN 6' AWAY FROM CONTROLLER @HUNTER CONTRO LLERS PRO-C ® COMl\1'UNICATION WIRE FROl\1 SENSOR TO MODULE (J) POWER SOURCE WIRE fROl\-1 MO DULE. TO SENSOR SHALL BE 18/2. USE CONTROLLER Sl\1ART PORTTO CONNECT TO I\WDULE UNIT. Techline® IRREGULAR AREAS: NOTE: ALL DRIP LINE TO BE BURRY 211-3 11 BELOW FIN IS H GRADE Odd Curves NTs CD l\,10DEL fLOW-CLIK CD MODEL FCT-100 f"i\ MIN. 18/2 WIRE TO INTERFACE PANEL. \.:!.). MAXll\11JM WIRE DISTANCE RUN OF 1,000' © STANDARD VALVE BOX ® FINISH GRADE ©MAIN LINE PIPE (j) MASTER VALVE 'IIIE'lmPIE_flf _____ PIEa-Glll•flfll'f.lD-■-as IIE-flf--E-■PIElll.flf_Gllll_flfll'f.lD-■- FLOW -CLICK SENSOR NTS Techline® ISLAND LAYOUT NTs SPLICING 1 1 NTS PRO-C CONTROLLER NTS NTS ••• ••• ••• GROVE landscape architecture design I consulting I project management 760 . '.i'.:iO. 9757 {www. grove-design. com} DA TE: 06-03-16 JOB NO.: 21618 SCALE: 1 /8" = 1 '-0" DRAWN BY HM IRRIGATION DETAILS PLAN APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. EXP. REVIEWED BY: INSPECTOR UILT ,, DATE DATE i-------1~-+------------+--+------,---+--ll SH3EET I CITY OF CARLSBAD I SH8EETS I PLANNING DIVISION ~LA=N=o;::s;::c=A-==P:::::E =1=M:::::PR;::O:=V:::::E=M==E=NT===P=LA=N=S:::::::::F~O:;R:====-==~ DATE INITIAL INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION CITY APPROVAL EL CAMINO & LA COSTA (LA COSTA TOWNE CENTER VERIZON) PLANNING OWN BY: CHKD BY: __ _ RVWD BY: "f. rz.. . I\,,, DATE DRAWING NO. 478-2L g 0 0 ::i ~ 0 z ~ <( 0 _J LU Cl) Cl) LU _J LU a: s: z 2 a: LU > CV) ' _J SEC,TION 02e,10 -IRRICS.ATION 5Y5TEM PNCrl-6L:CL~ I.I. RELATED DoaJMENTS, I.I.I. DRAJl'IINcs.5 AND ISeNERAL PROVISIONS OF WNTRAC,T, INC,LUDINCS. CS.ENERAL AND SUPPLEMENTARY WNDITIONS AND D IV ISION-I 5f'EC,IFIC.ATION SEC,TIONS, APPLY TO l'IOf<K OF THIS 5EC,TION. 1.1.2. C,ITY OF C,Af<L56AD'S LANDSC,APE MANUAL. 1.1.B. C.Af<L56AD MUNIC,IPAL l<'IATER Dl5TRIC,T'5 STANDARD 5PEC,IFIC,ATION5 FOR l<'IATER, 5El"£f< AND REC,YC,LED FAC,ILITIE5 (IF APPLIC,ABLE). 1.1.4. WUNTY OF SAN DIE<SO DEPARTMENT OF ENVIRONMENTAL HEAL TH , REC,YC,LED l<'IATER PLAN C,HEC,K AND INSPEC,TION MANUAL, DATED DEC,EMElER, 1'1'11 (IF APPLIC,ABLE). 1.2. DE¾f<IPTION OF l'lORK, 12.1. THE l"lOf<K WNSl5T5 OF FURNISHIN6 LABOR, TOOLS, MACHINERY, MATERIALS, AND PROC,E5SE5 REal.llRED TO C,OMPLETE THE SPRINKLER IRRl6ATION 5Y5TEM DE¾RIBED HEREIN AND 5HOJl'IN ON THE DRAJl'IINCS.5. 1.2.2. THE INTENT OF THE DRAJl'IINcs.5 AND 5f'EC,IFIC,ATIONS 15 TO INDIC,ATE AND 5PEC,lf'1' A C,OMFLETE SPRINKLER SYSTEM, INSTALLED READY FOR USE ~ITHOUT FURTHER C,05T IN LABOR OR MATERIALS TO THE 0~, AND WMPLYINcs. ~ITH ALL APPLIC,ABLE WDE5, 5f'EC,IFIC,ATION5 AND DETAILS. 1.9. al.lALITY A551JRANc:;E, 1.9.1. SUElCONTRAC,T ~K TO A SIN6LE FIRM SPEC,IALIZIN6 IN lf<f<ICS.ATION ~K. C,ONTRAc:;TOf< SHALL P055E55 ALL LIC,ENSE5 AND PERMITS REQUIRED TO PERFORM THE l'lORK OF TH IS WNTRAC,T INC,LUDIN6 A C,-21 LAND¾APINcs. L IC,EN5E. 1.4. SU6MITT AL5, 1.4.1. PRODUC,T DATA, 1.4.1.1. THE C,ONTRAC,TOR SHALL SUBMIT TO THE LAND¾APE Af<C-HITEC,T C,ATAL06 DATA AND FULL DE5C,RIPTIVE LITERATURE FOR APPROVAL OF ITEMS DIFFERENT THAN THOSE 5f'EC,IFIED. APPROV- AL OF ANY ITEM, ALTERNATE OR SU65TITVTE, INDIC,ATE5 ONLY THAT THE PRODUC,T(5) APPARENTLY MEET THE REQUIREMENTS OF THE DRAJl'IIN65 AND 5PEC,IFIC,ATIONS ON THE 6A515 OF THE INFORMATION OR 5AMFLE5 5UElMITTED. 1.4 .1.2. THE C,ONTRAC,TOR SHALL FURNISH THE Af<TIC,LE5, EQUIPMENT, MATERIALS OR PROC,E55E5 5PEC,IFIED BY NAME IN THE DRA~IN65 AND 5PEC,IFIC,ATION5. NO SU65TITUTION ~ILL BE ALLO~D ~ITHOUT PRIOR ~f<ITTEN APPROVAL 6Y C,ITY, THE LAND¾APE ARc.HITEC,T, OR THE O~NER'S AUTH- ORIZED REPRESENTATIVE. EQUIPMENT OR MATERIALS INSTALLED Of< FUR.Nl5HED ~ITHOUT THE PRIOR ~ITTEN APPROVAL 61' THE LAND¾APE ARc.HITEC,T MAY 6E REJEC,TED AND THE C,ONTRAC,TOR REal.llRED TO REMOVE AND REPLAC,E 5UC,H MATERIALS FROM THE SITE AT Hl5 OJl'IN EXPENSE. 1.4.2. REWRD DRAJl'IINcs.5, 1.4.2.1. PRIOR TO THE INITIATION OF IRRl6ATION ~f<K, THE LAND¾APE c:;oNTRAc:;TOR SHALL REQUEST FROM THE O~NER, mo 6LUELINE SETS OF IRRl6ATION PLANS AND A REPRODUC,16LE SET OF lf<f<l6ATION PLANS FOR THEIR USE IN PREPARIN6 THE AS-6UILT REc:;ORD DRAJl'IINcs.5. 1.42.2. A5-6UILT f<EC,ORD Df<A~INGS SHALL INC,LUDE ALL FIELD REVISIONS TO THE lf<f<l6ATION 5Y5TEM5 AND THE FOLLO~IN6, l<'IATER METER/POINT OF C,ONNEC,TION5 ELEC,TRIC,AL METER C,R055 WNNEC,TION WNTROL STATION 6ACKFLO~ A55EM6L Y AUTOMATIC, WNTROLLER A55EM6L Y AUTOMATIC. WNTROL VALVES REMOTE C.ONTROL VALVES Y'l/ 5TATION DE516NATION. ISOLATION AND QUIC,K WUPLIN6 VALVES PRESSURE SUPPLY LINE ROUTE C.ONTROL ~IRE ROUTE 5LEEV1Ncs. UNDER VEHIC.ULAR USE AREAS NOTE, THE FINAL lf<f<l6ATION A5-6UILT PLANS ~ILL BE REal.llRED TO 6E f<EVIE~D AND APPROVED BY THE C,ITY AND FINAL MYLARS ~ILL BE REQUIRED TO 6E APPROVED AND 516NED BY THE C,ITY PRIOR TO PLANNIN6 DEPARTMENT APPROVAL OF THE PROJEC.T AND PRIOR TO BOND RELEASE. 1.42.9. IMMEDIATELY UPON THE INSTALLATION OF AW 6URIED P IPE OR EQUIPMENT! THE C,ONTRAC.TOR SHALL INDIC,ATE ON THE DRAJl'IIN65 THE LOC.ATION5 OF SAID EQUIPMENT. DIMEN5 ON5 SHALL BE PROVIDED FROM Tl'lO SEPARATE 61VEN PERMANENT 06JEC,T5 5UC,H A5 6UILDIN65,. 51DE~K5, c:;Uf<.65 AND Df<l~Y5. 1.4.2.4. PRIOR TO FINAL AC.C.EPTANC,E OF l'lORK, THE C,ONTRAc:;TOR SHALL SUBMIT TO THE LANDSC,APE ARc.HITEC.T A WMFLETE 5ET OF A5-6UILT DRAJl'IIN65 IN A REPRQDUC,16LE FORMAT. 1.4.2.5. UPON APPROVAL FROM THE C,ITY OF C.Af<L56AD, ALL FIELD f<EVl510N5 SHALL. BE REWRDED ON THE REC.ORD MYLAR DRAJl'IINCS.5 AND RESUBMITTED TO THE C.ITY OF C.Af<L56AD. 1.4.9. C.ONTROLLER C,HARTS, 1.4.9.1 A 5ET OF C,ONTROLLER C.HART5 SHALL BE SEC.URED ON THE INSIDE 5Uf<FACE OF THE WYER OF EAc.H AUTOMATIC, WNTROLLER. THE C,ONTRAc:;TOf< SHALL PREPARE A C,OLOR-C.ODED c.HARTS SHO~ THE VALVES, MAINLINE, AND SPRINKLER HEADS SERVIC.ED 6Y THAT PARTIC.ULAR WNTROLLER. 1.4.9.2. 1"1/ IN EAC.H C,ONTROLLER, EACH VAL VE 5Y5TEM SHALL BE IDENTIFIED BY A UNlal.lE WLOR. 1.4.9.9. ALL VALVES SHALL BE NUMElERED TO MATC.H THE OPERATION ¾HEDULE AND THE DRAJl'IIN65. ONLY THOSE AREAS WNTROLLED 6Y THAT C.ONTROLLER SHALL BE SHO~N. 1.4 .9.4. C.ONTROLLER C,HART5 SHALL BE A PLOT PLAN, ENTIRE OR PARTIAL, 5HO~IN6 6UILDINcs.5, ~KS, ROADS AND ~5. A PHOTOSTATIC. PRINT OF THIS PLAN, REDUC,ED AS NEC.ESSARY AND LE516LE IN ALL DETAILS, SHALL 6E MADE TO A SIZE THAT ~ILL FIT IN THE WNTROLLER C,OVEf<. 1.4.95. THIS PRINT SHALL BE APPROVED BY THE LAND¾APE ARc.HITEC,T OR THE O~NER'5 AUTHORIZED REPRESENTATIVE AND SHALL 6E HERMETIC.ALLY SEALED BET~N T~ PIEC.E5 OF TEN MIL. THIC.K PLASTIC,. 1.4.4. Eal.llPMENT, KE'1'5, MANUALS 4 C,Ef<TIFIC.ATIONS, 1.4.4.1. UPON C.OMPLETION OF THE WNTf<AC,TOR'S MAINTENANC,E PERIOD, THE C,ONTRAC,TOR SHALL PROVIDE THE FOLLO~IN6 EQUIPMENT, (2) STANDARD QUIC.K C,0UPLIN5 KE'1'5 AND MATC,HIN5 ~IVEL5 FOR POTABLE l<'IATER IRRl5ATION 5Y5TEM5. (2) AC,ME THREAD al.llC.K C.OUPLINcs. KE'1'5 AND MATC,HINcs. 5~1VEL5 FOR REC.YC,LED l<'IA TER IRRl5ATION 5Y5TEM5. (2) SETS OF TOOLS REQUIRED FOR 5Ef<VIC.IN5 AND/OR ADJUSTING, EAC.H SPRINKLER AND VAL VE TYPE. 1.4.4.2. THE C,ONTRAc:;TOR SHALL PROVIDE mo 5ET5 OF KE'1'5 FOR EAc:;H C,ONTROLLER ENC,LOSURE. 1.4.4.9. THE WNTf<AC,TOR SHALL PROVIDE T~ 5ET5 OF SERVIC,E MANUALS FOR ALL IRR15ATION EQUIPMENT INSTALLED. 1.4.4.4. 6ACKFLO~ PREVENTERS SHALL 6E TESTED 6Y A C.ERTIFIED TESTER AND THE RESULTS MUST BE 51VEN TO THE O~NER AND AATER Dl5TRIC,T. 1.4.5. 5UARANTEE5, 1.4.5.1. WNTf<AC,TOR SHALL FURNISH A ~ITTEN 6UARANTEE IN Ac.c.ORDANC,E ~ITH THE 5ENERAL C,ONDITIONS, FOR A PERIOD OF ONE (I) YEAR FROM THE DATE OF FINAL ACC.EPTANC,E AND WN- C,LU510N OF THE MAINTENANC,E PERIOD. 6UARANTEE SHALL C,OVER THE C.OMPLETE IRRl5ATION 5Y5TEM, INC,LUDINcs. SETTLINcs. OF THE BACKFILL IN Tf<ENc.HE5 AND REPAIRS AND/OR REPLACEMENT OF ANY MA TERI AL DAMA5ED THERE6Y Of< THEREFROM. 1.4.5.2. MANUFACTURER'S l<'IARRANTIE5 SHALL NOT RELIEVE THE C,ONTRAC,TOR OF HIS LIABILITY UNDER THE 5UARANTEE. SUc.H l<'IARRANTY SHALL ONLY SUPPLEMENT THE 5UARANTEE. PNCr 9 -SERVICE5 9.1. l<'IATER 5ERVIC,E, 9 .1.1. POINT OF C,ONNEC.TION SHO~N ON PLANS 15 APPROXIMATE. C.ONTRAc:;TOR SHALL COORDI- NATE ~ITH 0~'5 AUTHORIZED REPRESENTATIVE AND 50VERNINcs. AATER D ISTRICT TO HAVE MTER AVAILABLE ~HEN REal.llRED. 9 .1.2. INDIVIDUALLY O~NED, ACCESSED OR MAINTAINED AREAS SHALL BE 5EPARA TEL Y METERED AND CONTROLLED. 9 .1.9 . EACH POINT OF CONNECTION SHALL BE SERVICED BY A 6ACKFLO~ PREVENTION DEVICE, LOCATED DO~N STREAM OF THE METER AND APPROVED BY THE CITY OF CARLSBAD, CARLSBAD MUNICIPAL MTER DISTRICT, AND THE COUNTY OF SAN DIE50 DEPARTMENT OF ENVIRONMENTAL HEALTH. 92. ELECTRICAL SERVICE, 9.2.1. POINT OF CONNECTION 5HO~N ON PLANS 15 APPROXIMATE. WNTRAC,TOR SHALL WORDINATE ~ITH 0~'5 AUTHORIZED REPRESENTATIVE TO HAVE PO~f< AVAILABLE ~EN REQUIRED. 9.2.2. INDIVIDUALLY O~NED, ACCESSED OR MAINTAINED AREAS SHALL BE SEPARATELY METERED AND CONTROLLED. 9.2.9. WNTROLLER5 SHALL OPERATE ON 5 1N6LE PHASE, 110 TO 120 VOLT, 60 CYCLE, ALTERNATING, C,Uf<f<ENT AND '1JL" LISTED. 9.2.4. CONTROLLERS SHALL BE ENc:;LOSED IN A U.L. LISTED ~ATHERPROOF WRR0510N-RE515TANT ENCLOSURE ~ITH LOCKIN5 COVER. 9.2.5. C.ONDUIT FOR 120 VOLT AND 24 VOLT ~IRIN6 SHALL 6E APPROVED 6Y 50VERNINcs. 6UILDINcs. C.ODE5 FOR ELECTRICAL SERVICE. PNCr 4 -F'FIODIJC,'1'5 4.1. IRRl5ATION PIPE AND FITTIN55, 4.1.1. C.OFPER PIPE AND FITTIN65, 4.1.1.1. PIPE BE~EN THE METER AND THE 6ACKFLO~ PREVENTION DEVlc:;E SHALL BE HARD C.OPPER, TYPE "K". 4.1.1.2. FOR COPPER TU61Ncs., ANSI 6 16.22 ~ROU6HT COPPER OR C.A5T 6RA55, f<ECE55ED SOLDER JOINT TYPE FITTIN65. 4.1.2. 6F'-ASS PIPE AND FITTINcs.5, 4.1.2.1. 6f<A55 PIPE, 6RA55 PIPE SHALL 6E IP5 STANDARD ~15HT 125 POUNDS, % RED BRASS. 4.1.2.2. 6f<A55 PIPE FITTINcs.5 AND CONNECTIONS, STANDARD 125 POUND C.LA55 e,5 % RED BRASS FITTIN55 AND CONNECTIONS. 4.1.9. POL WIWL C.HLORIDE (PVC,) AND FITTINcs.5, 4.1.S.9. PRE55URE SUPPLY LINES, FOR PIPING, UPSTREAM OF REMOTE WNTROL VALVES AND QUIC.K C.OUPLER5. ALL Tl'lO (2) INC,H AND LAR5Ef< SIZED PIPE SHALL BE CLASS 915 POL WINYL CHLORIDE (PVC). ALL 1-1/2 INCH AND SMALLER SIZED PIPE SHALL BE TYPE I, CS.RADE 2 , DE516NATED A5 PVC. 1220, ¾HEDULE 40. 4.1.9.4. FOR IRRl5ATED AREAS ~ITHIN A HOME OJl'INER'5 A550C.IATION MAINTAINED AREA, ALL NON-PRESSURE PIPING, DO~Tf<EAM OF REMOTE C.ONTROL V ALVES, TYPE I, CS.RADE 2 (IMPACT MODIFIED), AS DE51CS.NATED AS PVC 1220, C.LA55 200, (5Df< 21), CONFORMING, TO WMMERc.lAL STANDARDS C.5 256-69. l,'2" PURPLE PIPE 15 NOT PERMITTED. (FOR REc:;YCLED MTER) 4.1.9 .5 . IDENTIFIC.ATION, FURNISH PLASTIC PIPE C,ONTINUOUSL Y AND PERMANENTLY MARKED ~ITH FOLLO~INcs. INFORMATION, MANUFACTURER'S NAME OR TRADE MARK, SIZE, CLASS AND TYPE OF PIPE, l'lORKINcs. PRESSURE AT 19.4 DE6REE5 F ., AND NATIONAL SANITATION FOUNDATION (NSF) RATING,. 4.1.9.6. SLEEVES SERVICINcs. AATER LINES AND ELECTRICAL CONDUIT SHALL 6E ¾HEDULE 00 PVC. 4.1.9.1. POL WINYL c.HLORIDE PIPE FITTIN55 AND CONNEC.TIONS, TYPE II, CS.RADE I, ¾HEDULE 40, HICS.H IMPACT MOLDED FITTIN65, MANUFACTURED FROM VIRcs.lN C.OMPOUND5 AS SPECIFIED FOR P IPING, TAPERED SOCKET Of< MOLDED THREAD TYPE, SUITABLE FOR EITHER SOLVENT ~DOR ¾RE~D WNNECTIONS. MACHINE THREADED FITTINcs.5 AND PLASTIC. SADDLE AND FLANcs.E FITTIN55 ARE NOT AC.CEPTABLE. FURNISH FITTINcs.5 PERMANENTLY MARKED ~ITH FOLLO~INcs. INFORMATION, NOMINAL PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC, FITTIN5 SHALL C.ONFORM TO A5TM D2464 AND D2466. 4.1.9.e. SOLVENT c:;EMENT5 SHALL WMPLY ~ITH ASTM D2564. SOC.KET JOINTS SHALL 6E MADE PER REWMMENDED PROCEDURES FOR JOINING, PVC. PLASTIC. PIPE AND F ITTIN65 ~ITH PVC SOLVENT C.EMENT 6Y THE PIPE AND FITTING, MANUFAC.TURER AND PROCEDURES OUTLINED IN THE APPENDIX OF ASTM D2564. 4 .1 .S.'I. THREAD LUBRICANT SHALL BE TEFLON RIBBON-TYPE, OR APPROVED EQUAL, SUITABLE FOR THREADED INSTALLATIONS AS PER MANUFACTURER'S REWMMENDATION5. 4.1.S.IO. NOC.LOSE NIPPLES SHALL BE USED. 4.2. VALVES, 4 .2.1. MASTER CONTROL VALVES, 4.2.1.1. MASTER CONTROL VALVES SHALL 6E AS SPECIFIED IN DRA~IN65. 4.2.12. MASTER WNTROL VALVES SHALL NORMALLY CLOSED VALVES AND OPERABLE MANUALLY ~ITHOUT ELEC.TRICITY. 4.2.2. REMOTE CONTROL VALVES, 4.2.2.1. REMOTE c:;oNTROL VALVES SHALL 6E AS SPECIFIED IN DRAJl'IINCS.S. 4.22.2. VALVES SHALL BE OPERABLE MANUALLY ~ITHOUT ELECTRICITY. THE VALVE SHALL HAVE A PRESSURE RE5ULATINcs. MODULE CAPABLE OF RE5ULATIN5 OUTLET PRESSURE 6ET~N 15 AND 100 P.5.1. (+ 5 P.5.IJ MODULE SHALL HAVE AN ADJJ5TIN6 ¾RE~ FOR 5ETTIN5 PRE55Uf<E AND A ¾Hf<ADER VALVE C.ONNECTION FOR MONITORIN6 PRESSURE. PRE55Uf<E RE6U- LATOR SHALL BE ADJUSTED AT EAc.H VALVE FOR PROPER DOJl'IN5Tf<EAM PRESSURE REal.llRED. 4 .2.9. QUICK C-OUPLINCS. VAL VE5, 4 .2 .9 .1. QUICK COUPLIN6 VALVES SHALL 6E I" SIZE, 6f<ASS AND AS 5PEC.IFIED ON THE DRAJl'IINcs.5. 4.2.9.2. QUIC.K C,OUPLINCS. VAL VE5 SERVICING, POTABLE AA TER IRRICS.ATION 5Y5TEM5 SHALL HAVE A STANDARD KEY AND BODY ~ITH LOCKIN6 'fELLO~ RU66ER WYER. 4.2.S.S. QUIC,K C,OUPLIN5 VALVES SERVIC.INcs. REC.Ye.LED MTER lf<Rl5ATION SYSTEMS SHALL HAVE AN ACME THREADED KE'1' AND BODY ~ITH LOC.KIN5 R.lf<.PLE RU66ER COVER. COVER SHALL 6E MARKED "DO NOT DRINK" IN SPANISH AND EN6LISH. 4.2.9.4. QUICK COUPLING, KE'1' SHALL 6E OF 6f<A55/6f<ONZE ~ITH A HOSE 6 16 A55EM6L Y. SUPPLY T~ (2) HOSE 616 ASSEM6LIE5 FOR EAC.H TYPE OF al.llC.K C.OUPLIN6 VALVE USED. 4.2.4. BALL VALVES, 4.2.4.1. BALL VALVES SHALL 6E AS SPECIFIED IN DRAJl'IIN55. 4.25. CHECK VALVES, 4.2.5.1. C.HEC,K VALVES AND/OR ANTI-DRAIN VALVES SHALL 6E REQUIRED TO PREVENT LO~ HEAD DRAINA6E OF IRRl6ATION MTER FROM SPRINKLER SYSTEM DUE TO c.HAN6E5 IN ELEVATION 4.25.2. CHECK VALVES SHALL BE HUNTER HCV-5Ef<IE5. 4.S. VALVE AND PULL BOXES, 4.S.I. REMOTE CONTROL VALVE BOXES FOR POTABLE MTER IRRICS.ATION 5Y5TEM5 SHALL 6E 10" X l'I' NOM. PLASTIC, VALVE BOXES, MANUFACTURED BY AMETEK, PART #110106, OR Eal.JAL. 4.9.2. REMOTE WNTROL VALVE BOXES FOR RECYC.LED AATER IRRICS.ATION SYSTEMS SHALL 6E 10" X l'I" NOM.PLA5TIC VALVE BOXES, MANUFACTURED BY AMETEK, PART #110191, OR EQUAL. 4 .9 .9. BALL VALVE BOXES FOR POTABLE MTER lf<f<ICS.ATION SYSTEMS SHALL 6E PLASTIC. VALVE BOXES, MANUFACTURED BY AMETEK, PART #le,1104, OR EQUAL. 4 .9 .5. PULL BOXES FOR POTABLE ~TER IRRIISATION 5Y5TEM5 SHALL 6E PURPLE PLASTIC, VALVE BOXES, MANUFACTURED 6Y AMETEK, PART #lell04, OR EQUAL. 45. DRIP IRRICS.ATION EMITTERS 45.1. THE EMITTER SHALL HAVE A 1/2 INC,H FEMALE NATIONAL PIPE THREAD (FNPT) INLET FOR CONNECTING, TO THE PIPING, SYSTEM. 45.2. THE EMITTER SHALL 6E A PRE55Uf<E COMPENSATING, TYPE C.APABLE OF HAVING, A DISc.HARcs.E RATE FROM .5 TO 6 5ALLON5 PER HOUR, ~ITH ONLY ONE OUTLET OPEN INITIALLY AND THE PROVISION FOR ADDING, ADDITIONAL OUTLETS. 4.5.9. THE EMITTER SHALL OPERATE 1/'llTHIN A PRE55Uf<E RAN6E OF 5 -60 P.S.I. 4.5.4. THE EMITTER BODY SHALL 6E CONSTRUC,TED OF DURABLE HEAT-RESISTANT ACET'fL PLASTIC (UV RESISTANT). THE FLO~ RECS.ULATINCS. DIAPHRA5M SHALL BE OF SILICONE RU66ER 45.5. THE EMITTER SHALL BE CAPABLE OF OPERATING, ~ITH 140 MESH FILTRATION. 45.6. PRODUCTS, THE EMITTER SHALL 6E MANUFACTURED 6Y OLSON Of< APPROVED Eal.llV ALENT. 4.6. 6ACKFLO~ PREVENTION DEVIC.E5, 4.6.1. REDUc:;ED PRESSURE Pf<INC,IPLE 6ACKFLO~ PREVENTERS SHALL 6E BRASS, BRONZE, OR EPOXY COATED CAST-IRON BODIES ~ITH ALL BRONZE Of< STAINLESS STEEL TRIM AND A!..!. MOVIN5 PARTS OF NON-C.Of<R051VE MATERIALS AND SHALL WMPLETELY AND POSITIVELY PREVENT 6AC,K-51PHONINCS. OF AA TER THE 6ACKFLO~ PREVENTER A55EM6L Y SHAFT INC,LUDE5 INLET AND DISCHARcs.E SHUTOFF BALL VALVES ~ITH ALL RISERS, CONNEC,TORS, AND AFPURTENANC,E5 OF CLASS I RED BRASS PIPE, CONFORMING, TO ~-P-951, AND RED 6RA55 FITTIN65 ~ITH PRESSURE RATIN5 I CONFORMIN5 TO ~-P-460. 6ACKFLO~ PREVENTERS SHALL 6E OF THE TYPE AND SIZE DE51CS.NA TED ON THE DRAJl'IINcs.5. 4.6.2. ATMOSPHERIC. AND ANTI-SIPHON 6ACKFLO~ PREVENTERS SHALL 6E BRASS ~ITH NON- WRR051VE PARTS AND SHALL WMFLETEL Y AND POSITIVELY PREVENT 6ACK-51PHONINcs. OF AATER. ANTI-SIPHON VALVES SHALL 6E CONVERTIBLE TO AUTOMATIC. CON1"f<OL. 6ACKFLO~ Pf<EVENTERS SHALL 6E TYPE AND SIZE AS DE515NATED ON THE DRAJl'IINcs.5. 4.1. PRESSURE f<E5ULATION DEVICES, 4.i.l. PRESSURE RE6ULATION DEVIC,E SHALL BE AS 5PEC,IFIED IN DRAJl'IINcs.S. 4.e. CONCRZTE THRUST BLOCK AND SUPPORTS, 4.e.l. ALL C,ONC,f<ETE ~RK SHALL BE 2POO PSI MIN IMUM COMPRE551VE 5Tf<EN6TH AT ~NTY- El6HT (28) DAYS, 5 SACK MIX, TOOL FINISHED ON EXPOSED 5Uf<FAC.E5. 4.'I. AUTOMATIC, WNTROL SYSTEM, 4 .'1.1. CONTRAC,TOR SHALL FURNISH LO~ VOLTA6E SYSTEM MANUFACTURED EXPRESSLY FOR WNTROL OF AUTOMATIC. C,IRc.UIT VALVES OF UNDERcs.f<OUND lf<f<l6ATION 5Y5TEM5. PROVIDE UNIT OF CAPACITY TO SUIT NUM6ER OF Clf<C-UITS AS INDICATED. 4 .'1.2. AUTOMATIC. c:;oNTROLLER SHALL 6E FURNISHED AND INSTALLED WMPLETE ~ITH ALL ELECTRICAL C,ONNEC.TIONS, READY FOR OPERATION, AND ~ITH OPTIONS SPECIFIED HEREIN. 4 .'1.2.1. AUTOMATIC CONTROLLER SHALL 6E AS 5PEC,IFIED IN DRAJl'IIN65. 4 .'1.2.2. UNIT SHALL HAVE AN INPUT OF 110/120 VOLT, 60 C.YCLE, BE WMPLETELY AUTOMATIC. AND SHALL FUNCTION OPTIONALLY ~ITH OR ~ITHOUT THE C.LOCK. UNIT SHALL HAVE A SECONDARY OUTPUT OF 24/28 VOLT, 60 CYCLE. 4 .'1.2.9. ANY STATION MAY BE REPEATED INDEPENDENTLY IN AW 24 HOURS. 4 .'1.2.4. STATIONS SHALL BE ADJUSTABLE TO I MINUTE TO 5'I MINUTES. 4.'1.2.5. MECHANISM SHALL 6E HOUSED IN A STURDY, VANDAL-PROOF ENC,LOSURE, MANUFACTURED OF 14 CS.AU5E STEEL, Of< C.A5E ALUMINUM; FURNISHED FOR MAXIMUM PROTEC.TION, AS CALLED FOR ON THE DRA~INcs.5 (SIZE AS REQUIRED) 4.10. AUTOMATIC, WNTROL 1/'llRE, 4.10.1. DIRECT 6URIAL C.OFPER ~IRE A~-U.F. 600 VOLT, 5 1Ncs.LE WNDUCTOR SOLID C.OFPER, PLASTIC, INSULATED C.ABLE, RATED FOR DIRECT 6URIAL APPLIC.ATION. 4.10.2. USE U,L. APPROVED, MINIMUM 14 CS.AU6E FOR PILOT AND SPARE ~IRES FOR ~IRE RUNS IN LE55 THAN 1200 LINEAL FEET. 4.10.9. USE U.L . APPROVED, MINIMUM 12 CS.AUCS.E FOR PILOT AND SPARE ~IRES FOR ~IRE RUNS IN EXc.f:55 OF 1,200 LINEAL FEET. 4.10.4. USE U.L. APPROVED, MINIMUM 12 CS.AU6E FOR C.OMMON ~IRES. 4.10.5. PILOT ~IRES SHALL NOT 6E ~HITE OR RED AND MUST 6E UNIQUE IN COLOR FROM ANY OTHER PILOT ~IRE ON THE SAME CONTROL SYSTEM. 4 .10.6. C.OMMON ~IRES SHALL 6E WLORED ~ITE. 4.10.1. SPARE ~IRES SHALL BE COLORED RED. 4.11. FLO~ 5EN51N5 DEVICE, 4.11.1. FLO~ SENSING, DEVICE SHALL 6E AS SPECIFIED IN DRAJl'IINcs.5. 4.12. RAIN SENSING, DEVICE, 4.12.1. RAIN SENSIN6 DEVIC.E SHALL BE AS 5PEC.IFIED IN DRAJl'IIN65. 4.19 . SOIL MOISTURE SENSING, DEVICE, 4.19.1. SOIL MOISTURE SENSING, DEVICE SHALL 6E AS 5PEC.IFIED IN DRAJl'IINcs.5. 4.19.2. THE DEVIC.E SHALL 6E SOLID STATE AND INSTALLED PER MANUFACTURERS 5PEC.5. "AS-BUILT " : : : GROVE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. ____ EXP. DATE REVIEWED BY: landscape architecture design i consulting i project management 760. 550. 9757 {www. grove -design. com} DATE: 06-03-16 JOB NO.: 21618 SCALE: 1 /8" = 1 '-0" DRAWN BYHM INSPECTOR DATE l------+--t------------+---+----+--+----I I SH4EET I CITY OF CARLSBAD ~- :==============:::::::P:::::LA::=N=Nl::::N::::G=D=l=Vl~S=IO=N=====--=Ul_J==~ LANDSCAPE IMPROVEMENT PLANS FOR: DATE INITIAL DATE INmAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL EL CAMINO & LA COSTA (LA COSTA TOWNE CENTER VERIZON) PLANNING DWN BY: __ _ CHKD BY: __ ~ RVW D BY: PROJECT NO. MCUP 14-08 PD 13-02 DRAWING NO. 478-2L ~ 0 0 ::i cl:S 0 z ::::i: c3 ....I w CJ) CJ) w ....I w a: 3: z 0 N a: w > s:t ....J 4.19.5. THE DEVIGES SHAL.L. BE L.OGATED PER THE DRAl11NG,5 AND 5UBJEGT TO FIEL.D APPROVAL. BY THE L.AND5GAPE ARGHITEGT. 4.14. IDENTIFIGATION TAPE, 4.14.1. MARKER TAPE FOR SLEEVES SHALL BE METAL.Lie; BASED 9" Y-IIDE LOGATING, TAPE MARKED "IR.R.IG,ATION" IN Tl10 INGH PURPLE LETTERS AT THREE FEET ON GENTER. 4.142. MAR.KER TAPE FOR DIR.EGT 6URIAL. 111R.E5 SHAL.L BE 9 " 111DE RED WLORED "AL.LEN AL.LEN TAPE" OR EGUAL.. PART!5-!XEC.IITION 5.1. SYSTEM DESIG,N, 5.1.1. AL.L. SGALED DIMENSIONS ARE APPROXIMATE. THE GONTRAGTOR SHAL.L GHEGK AND VERIFY AL.L. DIMENSIONS ON THE SITE PRIOR TO PROGEEDING, 111TH l10R.K UNDER THIS GONTR.Ac;T. 5.1.2 . THE GONTRAGTOR SHAL.L. L.OGATE AND MARK AL.L EXISTING, UTIL.ITIES 5UGH AS POY-IER., TEL.EPHONE, DOMESTIG MTER., MTER, AND TILE DRAINS. EXTREME GARE SHAL.L BE TAK.EN BY THE GONTRAGTOR. 11HEN EXCAVATING, OR 110R.KING, IN THESE AREAS AND GOOR.DINATION AND GOOPERATION BETl1EEN THE 011NER.'5 REPRESENTATIVE AND THE GONTR.Ac;TOR. 15 R.EGUIR.ED AS THE 110R.K PR.OG,R.E55E5 TO THE AR.EA. WNTR.Ac;TOR. SHAL.L G,IVE 24 HOURS NOTIGE TO REPRESENTATIVE AS l10R.K PROG,R.E55E5 TO IJNDER.G,R.QUND UTILITY AREAS. GONTRAGTOR. SHAL.L. BE RESPONSIBL.E FOR DAMAG,E TO ANY UTIL.ITIES. 5.1.9. SHOULD UTIL.ITIES NOT L.OGATED OR MARKED BE FOUND DUR.ING, EXGAVATION, THE GONTR.Ac;TOR. SHAL.L. PROMPTL. Y NOTIFY THE Ol1NER. AND SHAL.L Dl5GONTINUE 111TH l10R.K IN THE A~1JXGEPT NEGESSAR.Y El-1ER.G,ENGY ~"-TO REPAIR OR PR.EVENT DAMAG,E UNTIL. INS1l'<UvTIONS ARE G,IVEN TO THE WNTRAGT= BY THE OffiER.'5 REPRESENTATIVE. 5.1.4. FAILURE TO NOTIFY THE 011NER. OF Dl5GOVER.Y OF 5UGH UTIL.ITIES OR DAMME THERETO 111L.L. R.ESUL. T IN THE WNTRAGTOR. BEING, L.IABL.E FOR ANY AND AL.L. DAMAG,E GAUSED TO THE UTILITIES AS A R.ESUL. T OF HIS AGTIONS. 5.1.5. THE WNTR.Ac;TOR. SHAL.L., BEFORE STARTING, 11DR.K ON THE SPR.INKL.ER. SYSTEM, GAR.EFUL.L. Y AL.L. FINISH G,RADES IN OR.Dl:R. TO SATISFY HIMSEL.F THAT HE MAY PROGEED 111TH THE 110R.K, AND TO RESTORE FINISH G,RADES TO OR.IG,INAL GONTOURS BEFORE GOMPLETION. 5.1.6. INSTAL.LATION OF ALL SPRINKL.ER. MATER.IAL.5, INGLUDING, PIPE, SHAL.L. BE GOOR.DINATED I'll THE L.AND¼APE DR.Al11NG,5 TO AVOID INTER.FER.ING, l'VTHE TREES, 5HR.UB5, OR OTHER PL.ANTING,. 5.1.i. L.AY OUT SPRINKLER. HEADS AND MAKE ANY MINOR ADJUSTMENTS REQUIRED DUE TO DIFFER.ENGE BETY-IEEN SITE AND DRAl11N"'5. ANY SUGH DEVIATIONS IN L.AYOUT SHAL.L BE 111THIN THE INTENT OF THE ORIG,INAL. DR.A111NG,5, AND 111THOUT ADDITIONAL. WST TO THE Oll'INER., THE LAYOUT SHAL.L. BE APPROVED BEFORE INSTALLATION. 5.1 .8. DO NOT 111LLFUL.L. Y INSTALL THE SPR.INKL.ER. SYSTEM AS INDIGATED ON THE DR.A111NG, 11HEN IT 15 OBVIOUS IN THE FIELD THAT PR.EVIOUSL Y UNKNOffi OBSTR.Uc;TIONS OR G,RADE DIFFER.ENGES EXIST THAT MIG,HT NOT HAVE BEEN WNSIDER.ED IN THE ENG,INEER.ING,. SUGH OBSTR.UGTIONS OR DIFFERENCES SHOULD BE BR.OUG,HT TO THE ATTENTION OF THE LAND5GAPE AR.GHITEGT. 5.1.<l. MTER SUPPLY, THE GONTRAGTOR. SHAL.L WNNEGT TO THE MTER SOUR.c;E AS INDIGATED ON THE DR.A111NG,5 THE GONTR.Ac;TOR. SHALL VERIFY STATIG PRESSURE AS STATED ON THE PLANS PRIOR TO BEG,INNING, 110R.K. IF STATIG PRESSURE OR POINT OF GONNEGTION DIFFER FR.OM THAT SHOffi ON THE PLANS, THE c;ONTR.Ac;TOR.111LL PROMPTLY NOTIFY LAND5GAPE AR.GHITEGT BEFORE STAR.TING, l10R.K. 5.1.10. 110R.KMAN5HIP AND PROGEDUR.E, THE ROUTING, OF THE PR.E55UR.E SUPPLY LINES AS INDIGATED ON THE DRAl11N"'5 15 DIMRAMMATIG. LOGATE AL.L PRESSURE SUPPLY LINES IN PLANTING, AREAS. GROSS PERPENDICULAR. UNDER PAVEMENT IN A SLEEVE AS DE¼RIBED IN THESE SPEGIFIGATIONS. PART 6 -IN5TALLATION, 6.1. G,ENER.AL., 6.1.1. PLANS ARE DIAG,RAMMATIG. AL.L PIPINiS, VAL.VE BOXES, AND A550GIATED EGUIPMENT SHAL.L BE LOGATED IN LAND5GAPE AREAS. NO IR.R.IG,ATION EGUIPMENT SHAL.L BE LOGATED IN HARD5GAPE, G,R.OUP VALVE BOXES TOG,ETHER AND LOGATE IN SHRUB AREAS, ffiENEVER. POSSIBLE. 6.12. UNLESS OTHER.111SE INDIGATED, GOMPLY 111TH REQUIREMENTS OF UNIFORM PLUMBING, GODE. 6.1.5. PLANT MATERIAL 24" BOX SIZE AND LAR.G,ER. SHAL.L BE PLANTED PRIOR TO THE INSTALLATION OF IR.R.IG,ATION PIPING,. 6.1.4. VERIFY MTER. PR.E55UR.E AT EAGH POINT OF GONNEGTION PRIOR TO INITIATING, l10R.K. NOTIFY THE Ol1NER.5 AUTHORIZED REPRESENTATIVE IF PRESSURE 15 L.E55 THEN INDIGATINiS ON DRAl11N"'5. GONTR.Ac;TOR. 15 RESPONSIBLE FOR AL.L FlaD REVISIONS IF 011NER.'5 AUTHORIZED REPRESENTATIVE 15 NOT INFORMED OF Dl5GR.EPANGIE5. 6.1.5. WNNEGTION TO MAIN, WNNEGT TO EXISTING, SER.VIGE LINE AT LOGATION INDIGATED. 6.2. EXGAVATION OF TR.ENGHES, 6.2.1. EXGAVATE TR.ENGHES, PREPARE SU6"'RADE, AND BAGKFILL TO LINE AND G,R.ADE 111TH SUFFIGIENT ROOM FOR PIPE FITTIN"'5, TESTING, AND INSPEGTING, OPERATIONS. DO NOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJEGT TO A HYDR.OSTATIG TEST AS SPEGIFIED. 6.22. TR.ENGH DEPTH SHAL.L BE AS FOL.L.0115, 6.22.i. aEGTRIGAL. AND WMMUNIGATION GABLE IN SLEEVE SO" MIN. 6.22.8. DISTRl6UTION DR.IP TUBING, 4" MIN. GOVER. 62.9. SUBSOIL SHAL.L BE FR.EE OF AL.L. R.OGKS OVER ONE (I) INCH DIAMETER., DEBRIS, AND LITTER PRIOR TO USE AS BAGKFILL. 6.2.4. REPAIR ANY LEAKS AND REPLACE AL.L Dl:FEGTIVE PIPE OR FITTING,5 UNTIL LINES MEET TEST R.EGUIR.EMENTS. DO NOT GOVER ANY LINES UNTIL THEY HAVE BEEN c;HEc;KED AND APPROVED FOR TIG,HTNE55, GUAL.ITY OF l10R.KMAN5HIP AND MATER.IAL.5. 6.2.5. BAGKFIL.L. TRENCHES, AFTER APPROVAL. OF PIPING,, 111TH SUITABLE AND APPROVED MATERIAL, TAMP 501L AROUND PIPE AND THOR.OUG,HLY GOMPACT AL.L TR.ENc;H FILLS UNTIL <lO % GOMPACTION HAS BEEN ACHIEVED. 6.2.6. BAGKFIL.L. MATERIAL. SHALL BE AN APPROVED 501L, FR.EE FR.OM R.OGKS AND GLODS. PROVIDE BACKFIL.L. UNDER, AROUND AND ABOVE TOP OF PIPE FOR PVG PL.ASTie; PIPE AND BRASS PIPING,. 6.5. INSTAL.LATION OF POLYVINYL GHLOR.IDE PIPE, 6.9.1. BEc;AUSE OF THE FRAG,ILE NAT\JR.E OF PLASTIG PIPE AND FITTIN"'5, EXER.GISE GAUTION IN HANDLING,, LOADING, AND 5TOR.IN'5, TO AVOID DAMAG,E. 6.92. THE PIPE AND FITTING,5 SHAL.L BE STORED UNDER WYER UNTIL USED AND SHAL.L BE TRANSPORTED IN A VEHIGLE 111TH A BED LONG, ENOUG,H TO AL.LOl1 THE l.ENG,TH OF PIPE TO LAY FLAT 50 AS NOT BE SUBJEGTED TO UNDUE BENDING, OR WNGENTRATED EXTERNAL. LOAD AT ANY POINT. 6.9.9. ANY PIPE THAT HAS BEEN DENTED OR DAMAG,ED SHAL.L BE Dl5GAR.DED UNLESS 5UGH DENT OR DAMMED SEGTION 15 GUT OUT AND PIPE REJOINED 111TH A GOUPLING,. 6.9.4. TR.ENGH DEPTH SHAL.L BE AS SPEGIFIED ABOVE FR.OM THE FINISH G,RADE TO THE TOP OF THE PIPEbTHE BOTTOM OF THE TR.ENGH SHALL BE FR.EE OF R.OGKS, GLODS, AND OTHER SHARP-E G,ED OBJEGTS. 6.9.5. PIPE ENDS AND FITTIN"'5 SHAL.L BE 111PED Y-IITH "MEK" PRIMER, OR APPROVED EGUAL., BEFORE Y-IELDING, SOLVENT 15 APPL.IED. 11ELDED JOINTS SHALL BE G,IVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING, OR HANDLING,. AL.L FlaD GUTS SHAL.L BE BEVELED TO REMOVE 6UR.RS AND EXCESS MA TER.IAL. BEFORE FITTING, AND G,LUING, TOG,ETHER.. 6.9.6. PIPE SHALL BE SNAKED FR.OM SIDE-TO-SIDE OF TR.ENGH BOTTOM TO AL.L.011 FOR EXPANSION AND WNTR.AGTION. 6.9.i. GENTER LOAD PIPE 111TH SMAL.L AMOUNT OF BACKFILL TO PR.EVENT AR.GHINiS AND SLIPPING, UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR SITE OBSERVATION DUR.ING, TESTING,. 6.9.l'l. NO MTER. SHAL.L BE PERMITTED IN THE PIPE UNTIL SITE OBSERVATION HAS BEEN GOMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT 11!:L.D SETTING, AND GUR.INiS. 6.9.<l. PL.ASTie; TO METAL. JOINTS SHAL.L BE MADE 111TH PL.ASTie; MAL.E ADAPTERS, METAL NIPPLE HAND TliSHTENED, PLUS ONE T\JR.N 111TH A STRAP 11R.ENGH. 6.9.10. PL.ASTie; TO PL.ASTie; JOINTS, 50LVENT-11ELD, USING, SOLVENT R.EGOMMENDED BY PIPE MANWACT\JR.ER. ONLY. 6.9.11. 50LVENT-11EL.D JOINTS, ASSEMBLE PER MANIJFAGT\JR.ER.'5 R.EWMMENDATIONS. 6.9.12. PROVIDE MINIMUM OF 4" OF GLEARANGE BETl1EEN PIPES SHARING, THE SAME TR.ENGH. 6.4. INSTAL.L.ATION OF METAL. PIPE, 6.4.1. GUT BRASS PIPING, BY POl1ER. HAGKSAl1, GIR.GULAR GUTTING, MACHINE USINiS AN ABRASIVE 11Hea, OR HAND HACKSAl1. GUT NO PIPINiS 111TH METAL.Lie; 11HEEL GUTTER OF ANY DESGR.IPTION. REAM AND REMOVE ROUiSH ED.SES OF 6UR.RS FOR SMOOTH AND UNOBSTR.UGTED FL.011. 6.4.2. GAR.EFULL Y AND SMOOTHLY PLAGE THREAD LUBR.IGANT ON MALE THREAD ONLY. TliSHTEN 5GR.El"ED JOINTS 111TH TON'55 OR 11R.ENCHE5. GAUL.KING, 15 NOT PERMITTED. 6.4.9. DIELEGTRIG PR.OTEGTION, U5E DIELEGTRIG FITTIN"'5 AT GONNEGTION 11HER.E PIPES OF DISSIMILAR. METAL. ARE JOINED. 6.5. REMOTE GONTR.OL VAL.YES, 6.5.1. 11HER.E POSSIBLE, INSTAL.L REMOTE GONTR.OL VAL.YES IN SHRUB AREAS, AT APPROXIMATE LOGATIONS AS 5HOl1N ON THE DRAl11Ni55. 6.52. l1HER.E POSSIBLE, VAL.YES SHAL.L BE iSR.OUPED TO.SETHER.. 6.5.9. REMOTE GONTR.OL VAL.'v'ES SHAL.L BE NOR.MAL.LY GLOSED TYPE VAL.YES. VALVES SHAL.L BE OF SL.011 GLOSIN'5 DESI.SN AND AUTOMATIGAL.L Y GL.05E IN THE EVENT OF POl1ER. FAILURE. 6.5.4. AL.L GONNEGTIONS TO VAL.YES SHAL.L BE MADE HORIZONTAL.LY. 6.6. GUIGK WUPLINiS VAL.YES, 6.6.1. 11HER.E POSSIBLE, INSTAL.L QUIGK GOUPLINIS VAL.YES IN SHRUB AREAS, AT APPROXIMATE LOGATIONS AS SHOffi ON THE DRAl11N'55. 6.6.2. QUIGK GOUPLINIS VAL.YES SHALL BE APPR.OXIMATEL Y 12 INCHES FR.OM PAVING,, 11ALK5, HEADERS OR GUR.BS, AND AS SHOl1N ON PLANS AND AS DIR.EGTED. 6.6.9. GUIGK GOUPLINiS VAL.YES SHAL.L BE INSTAL.LED APPROXIMATELY THREE INGHES ABOVE FINISH .SR.ADE IN 5HR.UB AND/OR iSR.OUNDGOVER. AREAS. VAL. YES SHAL.L BE INSTALLED 1/2" ABOVE FINISH G,R.ADE. 11HER.E REQUIRED TO BE LOGATED IN T\JR.F AREAS. 6.6.5. ACME THREADED QUlc;K WUPLING-VAL.YES ARE NOT PERMITTED ON POTABLE MTER. SYSTEMS. 6.i. BAL.L VALVES, 6.1.1. 11HER.E POSSIBLE, INSTAL.L BAL.L VAL.YES IN SHRUB AREAS, AT APPROXIMATE LOGATIONS AS 5HOl1N ON THE DR.Al11NG,5. 6.1.2. BAL.L VAL.YES SHAL.L BE INSTALLED TO ISOLATE INDIVIDUAL. VAL.YES OR VAL.VE MANIFOLDS. 6.1.9. BAL.L VAL.YES SHAL.L BE INSTAL.LED TO BREAK UP AREAS INTO MANAISEABLE AREAS, TO LIMIT DRAINING, OF MAINLINE DURING, REPAIRS. 6.8. GHEGK VAL.YES, 6.8.1. PROVIDE MANWACT\JR.ER'S INSTALLED GHEGK VAL.YES IN ALL POP-UP SPRINKLER HEADS. 6.8.2. 11HER.E MANUFAGT\JR.ER.'5 INSTALLED GHEGK VAL.YES ARE NOT AVAILABLE INSTAL.L GHEGK VAL. VES ON POP-UP SPRINKL.ERS 5111N'5 JOINT ASSEMBLY OR. BEL.011 THE HEAD FOR SHRUB HEADS ON RISERS. 6 .8.5. ADDITIONAL. IN-L.INE GHEGK VAL.YES SHAL.L BE INSTALLED 11HER.EVER. NEGE55ARY TO PREVENT L.011 HEAD DRAINME AFTER THE SYSTEM 15 5HUT OFF. 6.<l. VALVE AND PUL.L. BOXES, 6.<l.l. INSTAL.L NO MORE THAN ONE VAL.VE PER BOX. 6.<l.2. VAL.VE BOXES SHAL.L. BE INSTAL.LED ADJAGENT TO PAVING, SURFAGES, 11HER.E POSSIBLE. 6.<l.5. VAL.VE BOXES SHALL BE INSTALLED 111TH THE TOP OF GOVER SET NO HIG,HER. THAN ADJAGENT PAVINIS SURFACE. 6 .<l.4. IN SHRUB AREAS VAL. VE BOXES SHALL BE INST AL.LED 111TH THE TOP OF GOVER SET Tl10 INCHES ABOVE FINISH G,R.ADE. 6.<l.5. IN LAl1N AREAS VAL.VE BOXES SHALL BE INSTALLED 111TH THE TOP OF GOVER SET ONE- HALF OF AN INGH ABOVE FINISH G,RADE. 6.<l.6 . ON THE INSIDE SURFACE OF EAGH REMOTE WNTR.OL VAL.VE BOX, PULL BOX LID AND GUIGK WUPLINiS BOX LID, 11RITE THE VAL.VE DE51'5NATION NUMBER IN PERMANENT BLAGK MAR.KER OR PAINT. DO NOT 11R.ITE ON VALVE BOX LID. 6.<l.1. BAL.L VAL.VE BOX LIDS SHAL.L MARKED 111TH THE LETTERS "BV". 6.<l.8. MASTER VAL.VE BOX LIDS SHAL.L MARKED 111TH THE LETTERS "MV". 6.<l.<l. QUIGK GOUPLING-VALVE BOX LIDS SHAL.L MARKED 111TH THE LETTERS "GC. 6.<l.10. PULL BOX L.IDS SHAL.L MARKED 111TH THE LETTERS "PB" OR "E". 6.<l.11. 11HER.E PULL BOXES ARE LOGATED AT STREET GR.OSSING,5, PULL BOX LIDS SHAL.L MARKED 111TH THE LETTERS "XINiS". 6 .11. BACKFL.011 PREVENTER., 6.11.1. BACKFL.011 PREVENTER. ASSEMBLY SHALL BE INSTALLED IN Ac;c;oR.DANc;E 111TH MANWAGT\JR.ERS SPEGIFIGATION, LOGATED AND AS DIR.EGTED ON DR.Al11N"'5 ADJAGENT TO THE POINT OF GONNEGTION, AND SHAL.L GONFOR.M TO AL.L APPLIGABLE HEAL. TH GODE AND OR.DINANGE R.EGUIR.EMENTS. 6.11.2. BACKFL.011 PREVENTER. ASSEMBLIES SHAL.L. BE LOGATED SHRUB AREAS 11HER.E POSSIBLE. EXAGT LOGATION AND POSITIONING, SHAL.L BE VERIFIED ON THE SITE AND SHAL.L BE APPROVED BY THE DISTRIGT. 6.11.9. BAGKFL.011 PREVENTER ASSEMBLIES FOR POTABLE MTER IR.R.liSATION SYSTEMS SHAL.L BE PAINTED FLAT BLAGK. 6.11.4. BACKFL.011 PREVENTER ASSEMBLIES FOR POTABLE R.EGYGLED MTER IR.R.liSATION SYSTEMS SHALL BE PAINTED PURPLE. 6.12. FLUSHING, SYSTEMS, 6.12.1. AFTER PIPING, AND RISERS ARE IN PL.AGE, BUT PRIOR TO THE INSTALLATION OF THE SPRINKLER HEADS, A FULL HEAD OF MTER SHAL.L BE USED TO FLUSH OUT THE SYSTEM. AFTER SYSTEM 15 THOR.OUG,HL Y FLUSHED, GAP ALL RISERS. 6.19. TESTINiS, 6.19.1. NOTIFY LAND5GAPE AR.GHITEGT AND GITY INSPEGTOR IN 11RITIN'5 11HEN TESTINiS 11ILL BE WNDUGTED. GONDUGT TESTS IN PR.ESENGE OF THE LAND5GAPE AR.GHITEGT AND GITY INSPEGTOR. 6.192. PRESSURE TEST, 6.19.2.1. AL.L PRESSURE L INES SHAL.L BE TESTED UNDER HYDR.OSTATIG PRESSURE OF 125 LBS. PER SG. INCH AND AL.L NON PRESSURE LINES SHAL.L. BE TESTED UNDER THE EXl5TIN'5 STATIG PRESSURE AND BOTH BE PROVEN MTERTIG,HT. (WNTRAGTOR. TO SUPPLY AL.L HYDR.OSTATIG TEST EQUIPMENT NEEDED FOR TE5TIN'5) 6.192.2. PR.E55UR.E SHALL BE SUSTAINED IN THE LINES FOR NOT LESS THAN FOUR HOURS. IF LEAKS DEVELOf',,_THE JOINTS SHAL.L BE REPLACED AND THE TEST REPEATED UNTIL THE ENTIRE SYSTEM 15 PR.Ovc:N MTER.TliSHT. 6.192.9. TESTS SHAL.L BE OBSERVED AND APPROVED BY THE GITY INSPEGTOR., LANDSGAPE AR.GHITEGT AND/OR Ol1NER PRIOR TO BAGKFILL. BACKFILL.INiS TR.ENGHES PRIOR INSPECTION 11ILL NOT BE ALL.011!:D AND AL.L PR.EMAT\JRa Y FIL.L.ED TR.ENGHE5 SHAL.L BE SUBJEGT TO REOPENING, AS DIREGTED BY THE LAND5GAPE ARGHITEGT OR GITY INSPEGTOR.. 6.19.9. C0'/1:RAG,E TEST, b.19.9.1. C-OVERA6E TESTING,, PERFORM OPERATIONAL TESTING, AFTER HYVROSTATIC TESTING, IS COMPLETED, BACKFILL IS IN PLACE, AND SPRINKLER HEAI,5 AD.J!STED TO FINAL POSITION. 6.19.9.2. AFTER COMPLETION OF LANDSCAPE l'lORK, CARERJLL Y AD.J!ST HEADS SO THEY ~ILL BE FLUSH ~ITH LAffi AREAS OR NOT MORE THAN 1/2" ABOVE FINISH '5f<ADE IN 6ROI.INDCOVER AREA. b.14. CONCRETE THRUST BLOCKS AND OOPPORTS, b.14.1. THRIJST BLOCKS AND FOOTING,5 SHALL BE PLACED ON NINETY PERC,ENT (qCJ%) COMPACTED OR UNDIS"MBED 51.JB<&RADE. CONSTRUC,T TO SHAPES SPECIFIED AND PARALL.a TO l"lAL.Kl1AYS. TOOL FINISH EXPOSED SURFACE. 6.15. AUTOMATIG GONTR.OL SYSTEM, 6.15.1. AUTOMATIG WNTR.OLLER SHAL.L BE INSTAL.LED AS SHOl1N AND AS DIR.EGTED. GONTR.OLLER SHAL.L BE TESTED 111TH GOMPLETE aEGTRICAL. WNNEGTIONS. THE GONTR.Ac;TOR SHAL.L BE RESPONSIBLE FOR TEMPORARY POl1ER TO THE GONTR.OL.L.ER FOR OPERATION AND TESTING-. 6.15.2. WNNEGTIONS TO GONTR.OL 111RIN'5 SHAL.L BE MADE 111THIN AUTOMATIG GONTROLLER ENGLOSUR.E. AL.L 111R.E SHAL.L FOLL.011 THE PRESSURE MAIN INSOFAR AS POSSIBLE. 6 .15.9. EL.EGTRIGAL. 111R.IN'5 SHAL.L BE ON A R.IG,ID PVG PL.ASTie; GONDUIT FR.OM WNTR.OLLER. TO ELEGTRIGAL. OUTLET. THE El.Ec;TRIGAL. GONTRAGTOR. SHAL.L BE RESPONSIBLE FOR IN5TAL.LIN'5 ALL 11IRIN'5 TO THE SUB-PA~~ f,LOGKS_.. OR asel1HER.E AS R.EGUIR.ED. IN OR.DER TO GOMPLETE THIS INSTAL.LATION. A Dbc.,uNNEGT ::,111TGH SHAL.L BE INCLUDED. 6.15.4. GONTR.OLLERS SHALL HAVE A MASTER 5111TGH. IT SHAL.L BE POSSIBLE TO OPERATE EACH VAL.VE MANUAL.LY INDEPENDENT OF THE GLOGK OR ANY OTHER VAL.VE. 6.15.5. GONTRAGTOR. SHALL SUPPLY AND INSTALL A MANUFAGT\JR.ER. APPROVED BATTERY IN GONTR.OLLER TO PR.EVENT LOSS OF. PR.OG,RAM. 6.15.6. WNTR.OL SYSTEM SHALL BE PR.OISRAMMED TO OPERATE ONE SYSTEM AT A TIME. 6.15.i. SYSTEM ENCLOSURES SHALL BE EGUIPPED 111TH A AUTOMATIG RAIN SHUT-OFF DEVIGE. 6.16. AUTOMATIG GONTR.OL Y-IIR.E, 6 .16.1. DIR.EGT BURIAL. WNTR.OL 111R.E SIZES, AS SHOl1N AND SPEGIFIED HEREIN BEFORE. 6.16.1.1. PROVIDE ONE GONTR.OL 111R.E AND ONE GOMMON iSR.OUND 111R.E TO SER.VIGE EAGH VALVE IN SYSTEM. PROVIDE 4 FOOT MINIMUM EXPANSION LOOP AT EACH VAL.VE TO PER.MIT REMOVAL AND MAINTENANCE OF VALVES. 6.16.12. INSTAL.L GONTR.OL 111RES AT LEAST 12" BELOl1 FINISH i5RADE AND MINIMUM OF 4" FR.OM ANY PIPE OR FITTIN'55 EXGEPT AT TERMINAL. POINTS. 6.16.1.9. INSTALL WNTR.OL 111R.E5 AND IR.RliSATION PIPINiS IN GOMMON TR.ENGHES l1HER.E POSSIBLE. 6.16.1.4. IN GASE OF DAMME TO ANY GOMMON OR WNTR.OL 111R.E, GONTR.Ac;TOR 15 TO RUN AN EXTRA GOMMON AND rm EXTRA GONTR.OL ~IRES ON EAGH LEIS OF MAINLINE TO THE FARTHEST R.GV BACK TO THE GONTR.OLLER. 6.16.1.5. ALL 5PLIGE5 SHAL.L BE ENGASED IN MTER.PR.OOF GONNEGTORS PER APPROVED MATERIAL.5. 6.16.1.6. PROVIDE Tl10 SEPARATE SPARE 111R.E5 TO EAc;H VAL.VE MANIFOLD OR INDIVIDUAL. VALVE. SPARE 111RES LOOPED TO EAGH VAL.VE MANIFOLD 15 UNAc;c;EPTABLE. 6.16.1.1. END OF SPARE 111RES SHAL.L BE ENGASED IN A MTERPR.OOF GONNEGTOR. 6.16.1.8. INDIVIDUAL. GONTR.OL 111R.E5 SHAL.L BE BUNDLED TOG,ETHER. 111TH A GOLORED TAPE AT TEN FOOT INTERVALS. TAPE GOLORS SHAL.L BE UNIQUE FOR EACH GONTR.OLLER.~ 111R.E5. 6.16.1.<l. INSTAL.L GONTR.OL 11IR.E5 IN SLEEVES SEPARATE FR.OM PIPING,. 6.16.1.10. GONTROL 111R.E 5PLIGE5, ALL011ED ONLY ON RUNS OF MORE THAN 900-FEET, SPLIGES AS FOLL.0115, 6.16.1.10.1. STRIP OFF MINIMUM OF 2-1/2" OF INSULATION FROM EACH 11IR.E. 6.16.1.102. SEAL WNNEGTOR IN EPOXY RESIN AND BURY IN A ROUND VAL.VE BOX 111TH A Tl10 FOOT EXPANSION LOOP. 6.16.1.10.9. NUMBER.ING-AND TAG,iSINiS, IDENTIFY DIR.EGT BURIAL. GONTR.OL 111R.E5 FROM AUTOMATIG VALVES TO TERMINAL. STRIPS OF GONTR.OLLER. AT TERMINAL STRIP BY TAG,iSING, 111R.E 111TH NUMBER OF WNNEGTED VALVES. 6.11. FL.011 SENSING, DEVIGE, 6.11.1. FLOl15EN51N'5 DEVIGE SHALL BE LOGATED APPROXIMATELY AS INDIGATED ON PLANS AND INSTAL.LED PER MANUFACT\JR.E'S SPEGIFIGATIONS. 6.11.2. FL.011 SENSING, DEVIGE SHAL.L BE INSTAL.LED DOffi STREAM OF PRESSURE R.EOOLATOR.. 6.18. FL.011 5EN51Ni5 DEVIGE, 6.18.1. RAIN SENSING, DEVIGE SHAL.L BE LOGATED APPROXIMATELY AS INDIGATED ON PLANS AND INSTAL.LED PER MANUFACTURES 5PEGIFIGATION5. 6.18.2. EACH GONTROLLER ASSEMBLY SHAL.L BE EGUIPPED 111TH ITS 011N RAIN SEN51Ni5 DEVIGE, UNLESS SYSTEM 15 OPERATED BY A GENTR.AL. GONTR.OL SYSTEM. 6.l<l. SITE OBSERVATION VISITS BY THE AR.GHITEGT, 6.l<l.l. IN AL.L GASES 11HER.E SITE OBSERVATION VISITS OF THE IRRliSATION SYSTEM l10R.K 15 REQUIRED AND/OR l1HER.E PORTIONS OF THE l10R.K ARE SPEGIFIED TO BE PER.FOR.MED UNDER THE D IR.EGTION AND/OR SIG,HT OB5ERVATION OF THE ARGHITEGT OR HIS REPRESENTATIVE, THE GONTRAGTOR. SHALL NOTIFY THE GITY INSPEGTOR. AND AR.GHITEGT AT LEAST THREE (9) 110R.KING, DAYS IN ADVANCE OF THE TIME SUGH SITE OBSERVATION AND/OR DIR.EGTION 15 REQUIRED. 6.l<l.2. SITE OBSERVATION 111LL BE REGUIRED FOR THE FOLLOl11N<& PARTS OF THE mRK, 6.l<l.5. UPON INSTAL.LATION AND TESTING, OF SLEEVES, MAIN LINES AND LATER.AL. L.INES; 11HEN PIPES ARE LAID AND ARE TO BE SUBMITTED TO PR.E55UR.E TESTS. DO NOT GOVER ANY L.INES UNTIL THEY HAVE BEEN c;Hec;KED AND APPROVED. c,.1q_4_ UPON INSTALLATION AND TESTING, OF VALVES, QUICK COUPLERS, DEVICES, AUTOMATIC GONTROLLERS, AND coN=L VALVES AND ~IRES. c,.1q_5_ ~HEN THE SPRINKLER SYSTEM IS COMPLETED PRIOR TO PLANTING,, THE CONTRACTOR, IN THE PRESENCE OF CITY INSPEGTOR AND ARC-HITEGT, SHALL PERFORM A COVERA'5E TEST TO DETERMINE IF THE CO\IERAG,E OF 11ATER AFFORDED THE LAffi AND PLANTING, AREAS 15 COMPLETE AND ADEGUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL l'lORK REQUIRED TO CORRECT ANY INADEQUACIES. 6Jq.e,_ FINAL SITE OBSERVATION VISIT BY THE ARGHITECT AND PERFORMANCE TEST SHALL BE AT THE SAME TIME AS THE FINAL SITE OBSERVATION OF THE SPECIFIED LANDSCAPE MAINTENANCE PERIOD l'lORK. END OF !l!CTION 02&l0 "AS-BUILT " \-IDSC1 ::: GROVE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. 0 I--:r: (/) :::t~""I,., <.'.) ~~ ~Ss~:~h::~ _1 ll fr] EXP. ____ DATE REVIEWED BY: landscape architecture design I consulting I project managament 760. 550. 9757 {www. grove-desig.n. com} DATE: 06-03-16 JOB NO.: 21618 SCALE: 1/8" = 1'-0" DRAWN BY:HM INSPECTOR DATE l---+-----1---------------jf-------l----l---+----I I SH5EET I CITY OF CARLSBAD I SH8EETS I PLANNING DIVISION ~==-================-=== LANDSCAPE IMPROVEMENT PLANS FOR: DATE INmAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL EL CAMINO & LA COSTA (LA COSTA TOWNE CENTER VERIZON) PLANNING DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. MCUP 14-08 PD 13-02 T-l~·t\o DATE DRAWING NO. 478-2L ~ Cl) 0 () :5 c6 0 z ~ c3 _J w Cl) Cl) w _J w a: s z 2 a: w > . LO ....J EXISTING FIRE HYDRANT _ _,,, EXISTING CONCRETE CURB EXISTING ASPHALT PAVED DRIVEWAY EXISTING CURB TO REMAIN ----- EXISTING WATER VALVE EXISTING WATER VALVE (TYP) _,},(.' _/ / ~-j (TYP)_/ PROPOSED CONCRETE BLOCK TRASH ENCLOSURE TO REPLACE EXISTING TRASH ENCLOSURE IN SAME LOCATION PROPOSED CONCRETE LANDING & ACCESS ZONE 0 1 of 18 AGAVE VILMORIANA 15 gal OCTOPUS AGAVE PROPOSED CONCRETE CURB 0 1 of 17 PODOCARUPUS MACROPHYLLA ~==--------_________/ 15 gal YEW PINE ffi-;<-1 of 24 ALOE VERA ~~--' 15 gal MEDICINAL ALOE \ EXISTING PALM TREE TO REMAIN ' I l I j i -~' ~t ' ;~: ~i ' "" ;i!i:'. I _0C, 1 I r' \ -,,~~~i \: ,J~,- 1 - I\ i A I ii lb,==="' 0 4' PLANTING PLAN EXISTING PALM TREE TO REMAIN 8' EXISTING ACACIA RETINOIDES 1 MIMOSA ACACIA 20' HT TO PROTECT IN PLACE X 25' W _,,,,---PROPOSED 9'-0" HIGH CONCRETE -u / BLOCK WALL ENCLOSED ~ g m 0 ~ 0 ~ m ~ ;ii ;o ~ EXISTING CONCRETE BLOCK RETAINING WALL 16' 24' NORTH Scale: 1/4" 1 '-0" PLANTING NOTES 1. DETERMINE THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE INITIATION OF ANY WORK. ALL WORK SHALL BE PERFORMED IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE TO UTILITIES. HAND EXCAVATE AS REQUIRED. 2. TREES SHALL BE LOCATED A MINIMUM OF FIVE FEET FROM ANY DRAINAGE FLOW LINE, SEWER LINE, WATER LINE, GAS LINE, OR ELECTRICAL CONDUIT. 3. FOR UNDERGROUND UTILITIES, SITE DRAINAGE, STREET IMPROVEMENTS AND GRADING DOCUMENTATION, REFER TO PLANS PREPARED BY O'DAY CONSULTANTS, CITY OF CARLSBAD PROJECT NO. C.T. 97-13, DRAWING NUMBER415-91, 415-9J. 4. ROOT BARRIERS SHALL BE INSTALLED ADJACENT TO ALL PAVING SURFACES, WHERE A PAVING SURFACE IS LOCATED WITHIN 5' OF A TREE'S TRUNK. ROOT BARRIERS SHALL EXTEND FIVE FEET IN EACH DIRECTION, FROM THE CENTER LINE OF THE TRUNK, FOR A TOTAL DISTANCE OF 10 FEET. INSTALLING ROOT BARRIERS AROUND THE ROOT BALL IS UNACCEPTABLE. Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG : : : GROVE landscape architecture desi gn ! consulting i project management 760 . 550 9757 {www. grove -desig n. com} DA TE: 06-03-16 JOB NO.: 21618 SCALE: 1 /8" = 1'-0" DRAWN BY:HM WELD WORKSHEETS LANO.SCAPE MANUAL APPENO!~E P-~5{6) f!-eyt{[il t{l111f;'l1Ne'fV ic:€5' Pl<1t111ir)g: bic\ii$.fon ).6-3£ f'bta:ill!Y .ti:Vftl).J.(e: (1$0/ ~0~'·4~1'0 www.carlsbadca,gov This ·,v9:r~heet is filfact i::rut ,by the project apPRQant and it is a r:equtred ttlement of th_e laodscap.! Docu.men~t(oo P~_J;;~~~- HYD~OZCi!'-IE INFORMATION TABLE P~ea~ c:omplets the h'ya'rozone:table/;S) for each hy.drozona. U&e aa tnany,sfabie,scaSi neeessari to: provide the sqoa~footag'(!l of fartdsc;a~. a-rea ,per fW!froZQne:. Cttntrollef' Hydrozone>I: ·lme' lrrl,gatkitl: Plar,t Hytfrozo:ne %of Total # o, Method'""' Type/F_acfori"''"' Area tSq. 'Fl.). Lam.lscaped Valve. '(PFl Ar.ea A A-1 A-1 DRIP 0.3 173.55 100.0 . -· . -' . Total 10 ~ Hyil,r;,zon-e ~W-V.eiy Low Water-Usa Plants LW -,L~ Wa& U~e· /:;'l1J.t1ls -,..•tmga{io,r }.fe[ttod MS'=_~Micro•seray § = Sf)~J; u•J:,1ant,Fs¢1rJr fron, .. IA(µt}QL$Jil. ·or list as wiiterfealuro, as flf)propr/ale -MW•. Moderate Watar Use, Plants HW-Rtq!:iWst~J.l@Pl.it.1'118 ESTIMATED TOTAL WATER USE R :;.Rotor f1=0BtltJJJ/er [)_=,Drip 0 = Q(her A landscape project subject to the Water Efficient Landscape Ordinance shall include the EiWU for the plans, including the calculations used to determine the ETWIJ. The ETWU for a proposed JXOject shall not exceed the MAWA. The following equation shall be used to calculate the ETWU for each landscaped area and the entire project ETWU ==(EToX0.62.[ PF,YHA +SLA.l \ IE The abbreviations used in the equation have the foffowing meanings: ETWU Estimated total V\l'aler use in gallons per year. ETo Evapotranspiration in inches per year. 0.62 Conversion factor to gallons per square foot. PF Plant factor from WUCOLS Ill HA Hydrozone Area in square feet. Each HA shall be classified based upon the data incll.lded in the landscape and irrigation plan as high, moderate, low, or very low water use. IE Irrigation Efficiency of the irrigation method use,d in the hydrozone SLA Special landscaped area in square feet. ETWU = ( 47.0) ( 0.62) ( 0.3 X 173.55 + o.o) 0.80 ETWU = 1896.43 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. MAXIMUM APPLIED WATER ALLOWANCE A landscape project subject to the water Efficient Landscape Ordinance shall include the MAWA for the plans, induding the calculations used to determine the MAWA. A landscape project shall not exceed the MAWA. The MAWA for a landscape project shall be determined by the following equation: MAWA = (ETo)(0.62)((0.7 x LA)+ (0.3 x SLA)] The abbreviations used in the equation have the following meanings: MAWA Maximum Applied Water Allowance in gallons per year. ETo Evapotranspiration in inches per year. 0.62 Conversion factor to gallons per square foot. 0.7 ET adjustment factor (ET AF) for plant factors and irrigation efficiency. LA Landscaped area includes special landscaped area in square lee!. 0.3 The additional ET adjustment factor for a special landscaped area (1.0 -0.7 = 0.3) SLA Special landscaped area in square feet Show Calculation: MAWA= (47.0) (0.62) [(0.7X173.55) +(0.3XO_O) MAWA= (29.14) [(0.7X173.55) +(0.3XO.O)] MAXIMUM APPLIED WATER ALLOWANCE= __ ,c3,c54e,0".0"'8"---GALLONS PER YEAR Hydrozone Table for Calculating ElWU Please complete the hydrozone table(s). Use as many tables as necessary. CITY OF CARLSBAD ESTIMATED TOTAL WATER USE ETWU Hydrozone Number (1 -5 with SLAZone Below -use as many Evapotranspiratioo Rate ETo ~ Conversion Factor (Step 1 x step 2) Plant Factor (PFr (From WUCOLS) (VLW -1-ivV 0.1-0.8 Area of Hydrozone (sq. ft. HA (Step 4 ~ step 5) Irrigation Efficiency IE-* (Step 6 -;. Step 7) (Total All Step 8 t-Total SLAs fl in Ste 5 (Step 3 x Step 9) Estimated Total Water Use in gallons per year (ETWU) -Total shall not exceed MAWA ETo• Wa.,,t of 1-5 = 40.0 East of l-5andWestofEI Camino Real= 440 East of El Camino Real = 4 7. 0 Applicant may provide a different Ero if supportet:J by di:x;umentation subject to approval by the City Planning Division '"Plant Factor & Water Use 0 1 = VLW-Very Low Water Use Plants 0.3 = LW-LON Water Use Plants 05 = MW• Moderate Water use Plants 0. 8 = HW · High Welter Use Plants 0.62 29.14 65.09 1896.43 "'IE Micro-spray =. 80 Spray= .55 Rotor=. 70 Bubble,= ..75 Drip= .BO Applicant may provide a different IE if supported by d,xumenlafion subject to approval by the City Planning Division (Tuti and Landscape iffigation Best Management Practices. April 2005) "AS-BUILT " EXP . DATE REVIEWED BY: INSPECTOR DATE t---t----+------------t----+------,---+----f l SH6EET I CITY OF CARLSBAD I SH8E.ETS I PLANNING DIVISION :=LA==N==D==s==c:=A'c::PE;:=1 M==P;:R::O;::V:;E::::M~EN==T;::. ::;P:::LA::N::::S;:::;F~OR;:,====-==~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL EL CAMINO & LA COSTA (LA COSTA TOWNE CENTER VERIZON) PLANNING OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. MCUP 14-08 PD 13-02 DRAWING NO. 478-2L <t'. I-en 0 0 :'.:i ~ 0 z ~ <t'. 0 _j UJ en en UJ _j UJ a: 3: z 0 N a: UJ > co ' _j ) :11~1:h~.il™J?!?£Af!ii~lff~t!-ff!Ri:$~-~ . . ~· . :·, •.. ·• '.. ·e:uwl\:-N """itZONJl'lG!' ""'0:VSE eN!l!1!Eiic"''"'ilfft ~ue, .-1!!1 .~ ' "'"' '"". .. ""!""'a .. ·-....... ,.,., .•. {$i~ 1'ia1ni,;: ~t:R,!()!iijl;,ea1 -t:~ ~ta;!~r,:eente, .. ~rljji~ftf:Alldte~:l , 1tl'il~~~:\i!c,•ta;~~Qffl~lftad,'yt\~~- All$1o~""~ i!iat~!Mll,i~ gts,f ,?<1, l 6\ u~.,TTf"' ...... ,,,·-~,w OWNER: AG CP LA COSTA OWNER, LP 1640 5TH STREET, SUITE 101 SANTA MONICA, CA 90401 LANDSCAPE NOTES: 1. AREAS DISTURBED DURING CONSTRUCTION FROM EQUIPMENT, TRENCHING WILL BE REVEGETATED TO EXISTING CONDITION. 2. FOR AREAS OF BARE SOIL, NOT REVEGETATED WITH GROUND COVER, PROVIDE A 3 INCH LAYER OF BARK MULCH. WATER CONSERVATION 1. ALL LANDSCAPE AND IRRIGATION DESIGN, INSTALLATION AND MAINTENANCE, SHALL CONFORM TO CITY OF CARLSBAD LANDSCAPE REGULATIONS AND STANDARDS AND ALL OTHER APPLICABLE REGIONAL STANDARDS FOR LANDSCAPE INSTALLATION AND MAINTENANCE. 2. PLANT MATERIAL SELECTED FOR THIS PROJECT WILL BE OF A TYPE KNOWN TO BE SUCCESSFUL IN THE AREA OR IN SIMILAR CLIMATIC AND SOIL CONDITIONS, NOTES 3. LANDSCAPE FINISH GRADING OBJECTIVES WILL INCLUDE POSITIVE SURFACE DRAINAGE OF PLANTED AREAS THROUGHOUT THE PROJECT AREA. 4. ALL PERMANENTLY LANDSCAPED AREAS WILL BE SERVED BY PERMANENT, AUTOMATIC, UNDERGROUND, IRRIGATION SYSTEMS USING LOW PRECIPITATION FIXED AND POP UP SPRAY HEADS. 5. ALL SOILS WILL BE FERTILIZED, AMENDED, AND TILLED TO CONFORM TO RECOMMENDATIONS MADE BY A SOIL TESTING LABORATORY IN ORDER TO PROMOTE HEALTHY AND VIGOROUS PLANT GROWTH. SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY ( PRE-APPROVED BY THE CITY) . THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING: A) . ORGANIC MATTER CONTENT B) . N, P, K C) . pH D) . EC E) . SOIL TEXTURE (SILT, CLAY, SAND) F) . RECOMMENDATIONS FOR AMENDMENTS, LEACHING, & MAINTENANCE FERTILIZATIONS. THE RESULTS & RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO & APPROVED BY THE CITY. THE APPROVED RECOMMENDAITONS FOR AMENDMENTS & BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. 6. ALL PLANTING AREAS WILL BE MAINTAINED IN A WEED AND DEBRIS FREE CONDITION. 7. ALL ON-SITE IRRIGATION IMPROVEMENTS SHALL BE PART OF THE EXISTING POTABLE WATER DISTRIBUTION SYSTEM FOR THE EXISTING SITE. 8. SPRINKLER HEADS SHALL BE ADJUSTED FOR OPTIMUM PERFORMANCE. THIS SHALL INCLUDE THROTTLING THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. CONDITIONS THAT CAUSE OVER-SPRAY, PONDING, OR RUN-OFF SHALL BE ELIMINATED. ADJUST SYSTEM TO AVOID THESE CONDITIONS. 9. BEST IRRIGATION MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY AND MISTING. 10. IRRIGATION HEADS SHALL BE LOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 11. NEW IRRIGATION SYSTEM TO BE CONNECTED TO THE CLOSEST EXISTING IRRIGATION VALVE BOX 12. AUTOMATIC IRRIGATION SYSTEM SHALL HAVE A RAIN SENSOR 13. THE PLAN SHALL PROVIDE THAT ONLY LOW VOLUME OR SUBSURFACE IRRIGATION SHALL BE USED TO IRRIGATE ANY VEGETATION WITHIN TWENTY-FOUR INCHES OF AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA. G) ROOTBALL, SET CROWN 1" ABOVE GRADE ® FINISH GRADE @ FERTILIZER TABLET PER SOILS REPORT fA'I PLACE ROOTBALL OVER \:!./ NATIVE SUBGRADE ® 2" BASIN BERM FOR SHRUBS 4" BASIN BERM FOR TREES ® 0 ® ® 6 3 LAYER OF MULCH ( SEE PLANTING SPECIFICATIONS FOR DEPTH) MAINTAIN 3" FROM TRUNK PLANTING HOLE -2 TIMES CONTAINER WIDTH BACKFILL ( SEE SPECIFICATIONS) CONTRACTOR TO PRUNE UP ALL TREES & SHRUBS 12" FROM FINISH GRADE @ SHRUB PLANTING N.T.S. Underground Seivice Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG ::: GROVE landscape architecture design I consulting I project management 760. JJO. 9757 {www. grove -design. com} DA TE: 06-03-16 JOB NO.: 21618 SCALE: 1/8" = 1'-0" DRAWN BY:HM PLAN TI NG NOTES 1. SLOPE AREAS DISTURBED DURING CONSTRUCTION FROM EQUIPMENT, TRENCHING OR OTHER WORK SHALL BE RE-VEGETATED TO MEET CITY OF CARLSBAD LANDSCAPE MANUAL SLOPE RE-VEGETATION REQUIREMENTS ( SEE NOTE #15 BELOW) . NON-SLOPE AREAS SHALL BE RE-VEGETATED TO EXISTING CONDITION. 2. TREES SHALL BE LOCATED A MINIMUM OF FIVE FEET FROM ANY DRAINAGE FLOW LINE, SEWER LINE, WATER LINE, GAS LINE, OR ELECTRICAL CONDUIT. 3. ROOT BARRIERS SHALL BE INSTALLED ADJACENT TO ALL PAVING SURFACES, WHERE A PAVING SURFACE IS LOCATED WITHIN 5' OF A TREES TRUNK. ROOT BARRIERS SHALL EXTEND FOUR FEET IN EACH DIRECTION, FROM THE CENTER LINE OF THE TRUNK, FOR A TOTAL DISTANCE OF 8 FEET. INSTALLING ROOT BARRIERS AROUND THE ROOT BALL IS UNACCEPTABLE. 4. TREES WILL BE LOCATED A MINIMUM DISTANCE OF 3 FEET FROM ANY PAVING SURFACE, CURB, WALL, OR CONCRETE MOW STRIP. 5. ALL PLANTING AREAS, SHALL RECEIVE A 3" LAYER OF MULCH. 6. PLANTING INSTALLATION CRITERIA: ALL PROPOSED TREES SHALL BE SELF-SUPPORTING, WOODY PLANTS WITH AT LEAST ONE WELL DEFINED TRUNK AND SHALL NORMALLY ATTAIN A MATURE HEIGHT AND SPREAD OF AT LEAST 15 FEET. 7. PLANTING MAINTENANCE CRITERIA: ALL LANDSCAPE INSTALLATION SHALL BE MAINTAINED IN ACCORDANCE WITH THE CITY OF CARLSBAD LANDSCAPE STANDARDS. 8. MINIMUM TREE SEPARATION DISTANCE: IMPROVEMENT/MINIMUM DISTANCE TO STREET TREE: TRAFFIC SIGNALS ( STOP SIGN) -20 FEET ABOVE GROUND UTILITY STRUCTURES -10 FEET UNDERGROUND UTILITY LINES -5 FEET DRIVEWAY ( ENTRIES) -10 FEET INTERSECTIONS ( INTERSECTING CURB LINES OF TWO STREETS) -25 FEET 9. IRRIGATION: AN IRRIGATION SYSTEM SHALL BE PROVIDED AS REQUIRED FOR PROPER IRRIGATION, DEVELOPMENT AND MAINTENANCE OF THE VEGETATION. THE DESIGN OF THE SYSTEM SHALL PROVIDE ADEQUATE SUPPORT FOR THE VEGETATION SELECTED. 10. OWNER IS RESPONSIBLE FOR THE LONG TERM MAINTENANCE OF THE PROJECT AREA. 11 . MAINTENANCE: ALL REQUIRED LANDSCAPE AREAS SHALL BE MAINTAINED BY THE OWNER THE LANDSCAPE AREAS SHALL BE MAINTAINED IN A FREE OF DEBRIS AND ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION. DISEASED OR DEAD PLANT MATERIAL SHALL BE SATISFACTORY TREATED OR REPLACED PER THE CONDITIONS OF THE PERMIT. 12. IF ANY REQUIRED LANDSCAPE ( INCLUDING NEW OR EXISTING PLANTINGS, HARDSCAPE, LANDSCAPE FEATURES, ETC.) INDICATED ON THE APPROVED CONSTRUCTION DOCUMENT PLANS IS DAMAGED OR REMOVED DURING DEMOLITION OR CONSTRUCTION, IT SHALL BE REPAIRED AND/OR REPLACED IN KIND AND EQUIVALENT SIZE PER THE APPROVED DOCUMENTS TO THE SATISFACTION OF THE DEVELOPMENT SERVICES DEPARTMENT WITHIN 30 DAYS OF DAMAGE OR A FINAL LANDSCAPE INSPECTION. 13. IF TREES WITH A TRUNK WIDTH,OF 4 INCHES OR MORE ( MEASURED BY CALIPER, 4 FEETABOVE GRADE) ARE REMOVED OR SIGNIFICANTLY TRIMMED FOR THE INSTALLATION OR OPERATION OF THE WIRELESS COMMUNICATION FACILITY, THEN REPLACEMENT TREES OF SIMILAR SIZE SHALL BE PLANTED TO THE SATISFACTION OF THE CITY MANAGER 14. ALL PRUNING SHALL COMPLY WITH THE NATIONAL ARBORIST ASSOCIATION. NO TOPPING OR PRUNING OF VEHICULAR USE AREA TREES INTO TOPIARY/HEDGE FORMS IS ALLOWED. TREES SHALL BE ALLOWED TO GROW TO THEIR FULL HEIGHT AND WIDTH TO PROVIDE THE INTENDED SHADE OVER PAVED PARKING SURFACES. 15. 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 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 2-3/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENTOFTHESLOPEFACE (ATMATURESIZE) . 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. 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 ( EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP) , #2 AND #3. c. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 ( EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP) , #2, #3, AND #4. AREAS GRADED FLATTER THAN 6:1 REQUIRE 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 VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. I SH?ET I PLANTING NOTES "AS-BUILT " EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD I SHSETS I PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: 0ATE INITIAL DATE INITIAL 0ATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL EL CAMINO & LA COSTA (LA COSTA TOWNE CENTER VERIZON) PLANNING DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. MCUP 14-08 PD 13-02 -r-12-·llc:i I DATE DRAWING NO. 478-2L ,-..1::. ~ en 0 0 ::s oil 0 z 2 c3 ....I LU en en UJ ....I UJ a: s z 0 N a: UJ > I LAND5CAFf PWITIN6 Sf'E(,IFICATIONS -LANDSCAPE l'IORK PNff I -SBERA!. I.I. RELATEII DOaMENTS I.I.I. DRAl'llN55 AND 5ENEAAL PROVISIONS OF CONTRACT, INCI.UDIN6 5ENEAAL AND Sl.,!'PL.8',e/rARY CONDITIONS AND DIVISION I Sf'E(,IFICATION SECTIONS, APPLY TO THIS SECTION. 1.1 2. CITY OF CARLSBAD'S LAND5CAFf MANJAL. 1.2. SUMMARY 12.1. THIS SECTION INCLUDES PROVISIONS FOR THE FOLLOl'IIN6 Im-IS, 1.2.1.1. 111.EES. 1.2.12. 5HRIJBS. 1.2.13. PLANTS. 12.1 .4. 6ROl,M)C,O\IER 12.15. SOIL AMENDMENTS. 12.1.6. FINISH 6AADIN6. 12.1.1. MAINTENANCE Ffl'.IOD. 12.2. RELATED SECTIONS, THE FOI.LOl'IIN6 SECTIONS CONTAIN REGIIJIREMENTS THAT RELATE TO THIS SECTION. 122.1 •. lJN1?El1.5l<OUN SPRINKLER SYSTEM IS Sf'E(,IFIED IN DIVISION 2 SECTION, AS A RECLAIMED l'IATER IRl<l6ATION SYSTEM 1.9. GIJALITY A55LRANCE 1.9.1. THE CONTRACTOR SHALL SFfCIALIZE IN LANDSCAFf l"l:,RK AND POSSESS ALL LICENSES AND Ffl'.MITS 11.EGUIRED TO Ffl'.FORM THE l'IORK INCLUDIN6 FfST CONTROL APPLICATOR'S AND C-21 LAND5CAPIN6 LICENSES. 132. SOU<CE GIJALITY CONTROL, 1.92.1. 6ENE11.AL, SHIP LANDSCAFf MATERIALS l'IITH CERTIFICATES OF INSFfCTION 11.EGUIRED 61' 50VERNIN6 AUTHOl1.ITIES. COMPLY l'IITH RE&AT~ APPLICABLE TO LAND5CAFf MATERIALS. 1.922. DO NOT MAKE SlSSTI1VrlON5. IF SFfCIFIED LANDSCAFf MATERIAL IS NOT OBTAINABLE, aeMIT PROOF OF NON-AVAILABILITY TO LANDSC,AFf A~ITECT. LANDSCAPE ARCHITECT SHALL SPECIFY ALTERNATE MATERIAL. CITY INSFfCTOR r-lE,T APPROVE SlSSTllVrlONS. 1323. ANALYSIS AND STANDARDS, PACKME STANDARD PRODOCTS l'IITH MANJFAC11REl1.'S CERTIFIED ANALYSIS. FOR OTHER MATERIALS, PROVIDE ANALYSIS 61' 11.EC06NIZED LABORATORY MADE IN ACCORDANCE l'IITH METHODS ESTABLISHED 61' THE ASSOCIATION OF OFFICIAL A61<1CULTIA<E CHEMISTS, t'fi:RE'IIEl1. APPLICABLE. 1.92.4. 111.EES, SHRLeS, AND PLANTS, PROVIDE 111.EES, SHl<UflS, AND PLANTS OF GIJANTITY, SIZE, 6ENL!i, SPECIES, AND VARIETY SHOl'IN AND SCHEDULED FOR LANDSCAPE l"l:,RK AND COMPLYIN6 l'IITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI ZbO.I 'AMERICAN STANDARD FOR~ STOCK". PROVIDE HEALTHY, Vl60RO\JS STOCK, 6ROl'IN IN A 11.EC06NIZED ~ IN ACCORDANCE l'IITH 600D HORTICUL i1A<AL PRACTICE AND FREE OF DISEASE, INSECTS, E66S, LARVAE, AND DEFECTS SIXH AS KNOTS, SJN-SCALD, INJJRIES, ABl1.ASIONS, OR DISFl6U<EMENT. 1325. rlHEl1.E FORMAL Al1.l1.AN6EMENT OR CONSECUTIVE Ol1.DEl1. OF 111.EES OR SHRL6S ARE SHOrtl, SELECT STOCK FOR l,l,IFORM HEie.HT AND SPREAD. 1.92.6. SELECTION, THE LANDSCAFf A~ITECT MAY CHECK 111.EES AND SHRL6S EITHER AT PLACE OF 6ROrtTH OR AT SITE 6EFOl1.E PLANTIN6, FOR COMPLIANCE l'IITH 11.EGUIREMENTS FOR iSENIF.,, SPECIES, VARIETY, SIZE, AND QUALITY. THE CONTRACTOR SHALL SUBMIT PHOT05RAPHS TO LANDSCAFf A~ITECT OF TYPICAL TREES /15 6AL. AND LAl1.6ER CONTAINER SIZES) FOR LANDSCAFf l"l:,RK. LANDSCAPE AACHITECT RETAINS Rl6HT TO F\Jl1.THEl1. CHECK 111.EES AND 5HRIJ8S FOR SIZE AND CONDITION OF BALLS AND ROOT SYSm-15, INSECTS, lt-l.!.l<IES AND LATENT DEFECTS, AND TO 11.E..ET UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME W<IN6 P11.0611.ESS OF l'IORK. CONTRACTOR SHALL REMOVE 11.E.ECTED TREES OR 5HRIJ8S IMMEDIATELY F!<OM PRO.ECT SITE. 1.4. Sl!:lMITTALS 1.4.1. 6ENERAL, 5l-eMIT THE FOLLOl'IIN6 IN ACCORDANCE l'IITH CONDITIONS OF CONTRACT AND DIVISION I SPECIFICATION SECTIONS. 1.4.2. PLANT AND MATERIAL CERTIFICATIONS, 1.42.1. CERTIFICATES OF INSFfCTION AS REGIJIRED 61' 50VEl<NMENTAL AUTHORITIES. 1.4.22. MANJFAC11RE11.'S OR VENDOR'S CEl1.TIFIED ANALYSIS FOR SOIL AMENDMENTS AND FERTILIZER MATERALS. 1.423. LABEL DATA SlSSTANTIATIN6 THAT PLANTS, 111.EES, SHFilS5 AND PLANTIN6 MATERALS COMPLY l'IITH SPECIFIED 11.EGUIREMENTS. 1.42.4. SEED VENDOR'S CERTIFIED STATEMENT FOR EACH SEED MIX11Jl1.E 11.EGUIRED, 5TATIN6 BOTANIC.AL AND COMMON NAME, Ffl1.CENTA6ES BY l'IEl6HT, AND Ffl1.CENTA6ES OF MITY, 6E11.MINATION, AND l'IEED SEED FOR EACH SEED SFfCIES. 1.43. SOIL TESTIN6, 1.4.9.1 Ll'ON COMPLETION OF 6AADIN6 OFfl'.ATIONS,.THE CONTRACTOR SHALL TAKE ONE REPRESENTATIVE SOIL SAMPLE F!<OM EACH DIFFEl1.ENT SOIL TYFf AND CONDITION FOR A611.ICUL i1A<AL SUITABILITY TESTIN6 AT A DEPTH OF b" TO 12". SOIL SAMPLES SHALL REPRESENT A c;l1.055 SEc;TION OF SOIL CONDITIONS Pl1.ESENT AT THE SITE. 1.43.2. SOIL TEST SHALL BE Ffl'.FORMED BY A SOIL TESTIN6 LABORATORY Pl1.E-APPl1.0VED BY THE c;ITY. TESTS SHALL INDlc;ATE OR6ANIC MATTER CONTENT, N, P, K; PH; Ee;; SOIL TEXTIA<E; RECOMMENDATIONS FOR AMENDMENTS, LEACHIN6, HYDl'<OSEEDIN6, SOD LArtl, SEED LArtl, ACID LOVIN6 PLANTS AND MAINTENANCE FERTILIZATION. 1.433. SOIL TEST 11.ESiJLTS AND RECOMM:NDATIONS OF THE LABORATORY SHALL BE SIJBMITTED TO THE CITY OF c;AALSBAD INSFfCTOR AND THE LANDSCAFf ARCHITECT FOR INCORPORATION INTO THE PLANS. TEST 11.ESiJL TS i'IE,T BE 11.EVIEl'IED AND APPl1.0VED PRIOR TO SOIL AMENDIN6. 1.43.4. PRO[)IX;TS SPEc;IFIED 61' PRO[)IX;T NAME 61' THE SOILS TESTIN6 LAB IN THE RECOMMENDATIONS MAY BE SlSSTlwrED l'IITH "OR EQUAL" PRO[)IX;TS APPl1.0VED 61' THE Ol'INER'S 11.EP11.ESENTATIVE. 15. DELIVEl1.Y, 5TORA6E AND HANDLIN6 15.1. PACKMED MATERIALS, DELIVER PACKMED MATERIALS IN CONTAINERS SHOl'IIN6 rt:I6HT, ANALYSIS, AND NAME OF MANJFAC11,11.ER. PROTECT MATERALS F!<OM DETERIORATION DI.RIN6 DELIVERY, AND ~ILE STORED AT SITE. 1.52. 111.EES AND SHl<UflS, DO NOT Pl1.IJNE Pl1.IOR TO DELIVERY UNLESS OTHERl'IISE APPl1.0VED 61' LANDSCAFf AACHITECT. DO NOT BEND OR BIND-TIE TREES OR SHl<UflS IN SIJC,H MANNER AS TO DAMME BARK, BREAK BIWk;HES, OR DESTROY NAnA<AL SHAFE. PROVIDE FROTECTIVE COVERIN6 W<IN6 DELIVEl1.Y. 153. DO NOT REMOVE CONTAINER-61<.0rtl STOCK F!<OM CONTAINERS UNTIL PLANTIN6 TIME. 1.6. JOB CONDITIONS 1.6.1.1/TILITIES, DETERMINE LOCATION OF lWEl1.6ROIJND 1/TILITIES PRIOR TO THE INITIATION OF ANY l'IORK. Ffl1.FORM ALL l'IORI< IN A MANNER Y+llc.H ~LL AVOID POSSIBLE DAM/\61: TO 1/TILITIES. HAND E)(C;AVATE, AS REGIJIRED. MAINTAIN 611.ADE STAKES SET 61' OTHERS UNTIL REMOVAL 15 M/1\JALLY A6l1.EED Ll'ON 61' PARTIES CONCERNED. 1.62. exc;AVATION, ~ CONDITIONS DETRIMENTAL TO PLANT 6ROrtTH ARE ENCOIJNTEl1.ED, SIXH AS Rl.llBLE FILL, ADVE11.SE Dl1.AINA6E CONDITIONS, OR OSSTRUCTIONS, NOTIFY LANDSCAPE AACHITECT BEFOl1.E PLANTIN6. 1.1. SEOO:NC,IN6 AND sc.HED\A.IN6 1.1.1 . PLANTIN6 TIME, P11.0CEED l'IITH, AND COMPLETE LANDSCAPE l"l:,RK AS RAPIDLY AS PORTIONS OF SITE BECOME AVAILABLE. l'IORI< SHALL BE PERFORMED W<IN6 THOSE Ffl1.IOD5 ~ l'IEA THER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE l'IITH LOCALLY ACCEPTEII HORTlal.T\,RAL PRACTICE. 1.12. WORDINATION l'IITH 6RO.INDCOVEl1.5 , PLANT TREES AND SHRLeS AFTER FINAL 611.ADES ARE ESTABLISHED AND Pl1.IOR TO PLANTIN6 OF 6ROIJNDCOVEl1.5, IM..ESS OTHEl1.l'IISE APPl1.0VED 61' LAND5CAFf AACHITECT. IF PLANTIN6 OF TREES AND SHl1.Ul35 OCCUl1.5 AFTER 6ROUNDCOVEl1. PROTECT 6ROUNDCOVEl1. AAEA5 AND Pl1.0MPTI.Y REPAIR DAMME T0 .6RO.INDCOVERS l1.ESIJLTIN6 FROM PLANTIN6 0Ffl1.ATION5. I.e. 5PEC,IAL PP<!?.ECT l'IA11.11.ANTY 1.8.1. l'IARRANTY LAl'IN5 AND 611.0JNDCO\/E11. THl1.0U6H SPECIFIED MAINTENANCE PERIOD, AND l,l,TIL FINAL ACCEPTANCE. 1.8.2. l'IAJ<RANTY SHRUBS FOR A PERIOD OF qo DAYS AFTER DATE OF FINAL ACCEPTANCE. I.83. l'IARRANTY TREES, FOR A Ffl'.IOD OF ONE YEAR AFTER DATE OF SIJBSTANTIAL COMPLETON, A6AINST DEFECTS INCLUDIN6 DEATH, POOR 6ROrtTH OR FORM. 1.8.4. REMOVE AND REPLACE TREES, SHRU6S, OR OTHER PLANTS FOl,l,D TO BE DEAD OR IN UNHEALTHY CONDITION =N6 l'IARRANTY Ffl'.IOD. MAKE REPLACEMENTS l'IITHIN 14 CALENDAR DAYS OF NOTIFlc;ATION. 11.EPLACE TREES AND SH11.U135 ~lc.H ARE IN DOIBTRJL CONDITION AT END OF f"W<RANr'f PERIOD; UNLESS, IN OPINION OF LANDSCAFf AACHITECT, IT 15 ADVISABLE TO EXTEND l'IAl<AANTY PERIOD FOR A FULL 6ROl'IIN6 SEASON. 1.8.5. ANOTHER l'IARRANTY SITE OBefRVATION VISIT l'IILL BE CONDIJC,TEII AT END OF EXTENDED l'IARRANTY Ffl'.IOD, IF ANY, TO DETERMINE ACCEPTANCE OR 11.E.ECTION. 11.EGUIRED REPLACEMENTS SHALL BE R.!<NISHED, AND PLANTEII AS ORl6INALL Y SFfCIFIED. PNff 2 -~1'5 2.1. SOIL AMENDMENTS 2.1.1. OR6ANIC SOIL AMENDMENT SHALL BE A BLENDED COMMERCIALLY Pl1.0CESSED SOIL CONDITIONER CONSl5TIN6 OF AN OR6ANIC-BASED CONDITIONER, PREPARED 61' MIXIN6 A Ll6HT, FRIABLE, SILICEOUS MATERIAL l'IITH NITl1.06EN.fORTIFIED, FINELY tSl<O.J\ID BARK, l'IOOD c.HIPS AND/OR SAl'I MT. THE MATERIAL SHALL CONTAIN A I.ON6-LA5TIN6 FORM OF IRON AND SHALL BE l'IIL.fll.Jl1.-ELLl5 'OR6ANO-LIFE' SOIL AMENDMENT OR APPl1.0VED EQUAL. 2.12. BARK MA.CH, HJLc;H SHALL BE EAATHl'IISE EW-MIJLC,H, AS MANJFACTIA<ED 61' A.J. ECOL06Y INDIJSTRES INC. (6Iq) 144-0'!42. SUBMIT SAMPLE TO CITY INSPEc;TOR FOR APPF/NAL PRIOR TO Ell.ILK DELIVEl1.Y TO SITE. 2.13. COMMERc;IAL FERTILIZER, COMPLETE FERTILIZER OF NEI/Tl1.AL c.HAAACTER, PEl1. THE SOIL TEST RECOMMENDATIONS. 2.1.4. PLANT TABLETS, 2.1.4.1. 6ROtJNDCOVER, A61<1FORM 5-6AAM (20--10-5) !lUA: c.HIP TABLETS. 2.1.4.1. SHFi1S5 AND 111.EES, A611.IFOl1.M 2I-611.AM (20-10-5) BLUE CHIP TABLETS. 2.1.5. IRON SULFATE, IRON SHALL BE EXPl1.E5SED AS METALLIC-DERIVED F!<OM SULFATE-DEEP 611.EEN il'ES04H20) A MINIMUM ANALYSIS OF 200 SI\ AND qe.9% RETAINED ON A 10 MESH SCREEN. 2.1.6. ISYPSIJM, A611.lal.T\,RAL 611.ADE 6YPSIJM SHALL BE A (C,A504H20) c;ALCll,t,I SULFATE q43 SHALL PASS A 50 MESH SCREEN. 2.2. PLANTIN6 BACKFILL MIX 2.2.1 . PLANTIN6 BACKFILL SHALL BE A THOROU6HI..Y BLENDED MIXTl!<E OF EXCAVATED SOIL F!<OM THE PITS AND SOIL AMENDMENTS AT THE RATE RECOMMENDED IN THE SOIL TEST 11.ESiJL TS. 23. PLANT MATERIAL 23.1. GIJALITY, PROVIDE TREES, SHRl.135, AND OTHER PLANTS OF SIZE, 6ENL!i, SFfCIES, AND VARIETY SHOl'tl AND SCHEDULED FOR LANDSCAPE l'IORK AND COMPL YIN6 l'IITH RECOMMENDATIONS AND 11.EGUll1.EMENTS OF ANSI 260.1 "AMERICAN STANDARD FOR tu<5El1.Y STOCK" 23.2. CONTAINER STOCK /I 6AL., 5 6AL., 15 6AL, BOXES) SHALL HAVE BEEN 5ROl'IN IN CONTAINER FOR AT LEAST SIX MONTHS, 61/T NOT OVER mo YEARS. NO CONTAINER PLANTS THAT HAVE CRACKED OR lll<OKEN BALLS OF EARTH,~ TAKEN Fl<OM THE CONTAINER, SHALL BE PLANTEII, E)(C;EPT Ll'ON SPECIAL APPF/NAL. NO TREES l'IITH DAMMED ROOTS OR Bl<OKEN BALLS SHALL BE PLANTED. 23.9. TREES, PROVIDE TREES OF HEie.HT AND l'IIDTH SCHEDULED OR SHOl'IN AND l'IITH 611.ANCHIN6 CONFIISIA<ATION 11.ECOMMENDED BY ANSI 260.1 FOR TYFf AND SFfCIES !1.EGIIJIRED, UNLESS OTHERl'IISE SPEc;IFIED QUANTITIES SHALL BE R.l<NISHED AS NEEDED TO COMPLETE l"l:,RK SHOl'IN ON DRAl'llN6S. PROVIDE SIN6LE STEM TREES E)(C;EPT Y+IERE SFfCIAL FORMS ARE SHOl'IN OR LISTED. 2.9.4. SHl<UflS, PROVIDE SHmlS OF THE HEie.HT AND l'IIDTH SHOl'IN OR LISTEII 11.EGUIRED 61' ANSI 260.1 FOR TYFf AND HEie.HT OF SHml REQUIRED. 2.4. ~ MATERIALS 2.4.1. SEED, PROVIDE FRESH, C.LEAN, NEi"I-CROP SEED C0MPL YIN6 l'IITH TOLERANCE FOR MITY AND 6ERMINATION ESTABLISHED 61' OFFICIAL SEED ANALYSTS OF NORTH AMERIC,A. PROVIDE SEED MIXME COMPOSED OF SEED SFfCIES, PROPORTIONS AND MINIMUM Ffl'.CENT A6E5 OF MITY, 6El1.MINA TION, AND MAXIMIM Ffl1.CENT A6E OF l'IEED SEED, AS SFfCIFIED IN THE "SCHEDULE OF SEED MIXTIA<ES" INDICATED ON PLANS. 2.4.2. PROVIDE 611.0UND COVER PLANTS ESTABLISHED AN'? l'IELL ROOTED IN FLAT REMOVABLE CONTAINERS AND l'IITH NOT LESS THAN MINIM/M i'IJMBEl1. AND LEN6TH OF RUNNEl1.S 11.EGUIRE!7 61' ANSI 260.1 FOR THE POT SIZE SHOl'IN OR LISTED. 25. HYDf<OSEED COMPONENTS AND ADDITIVES 25.1. MATERIALS, ALL MATERIALS SHALL BE ST AND ARD, APPROVED, FIRST 611.ADE QUALITY AND IN PRIME CONDITION -INSTALLED. ALL WMMEl'.C,IAL PROc;E55 OR PACKA6IN6 MATERIAL SHALL BE DELIVERED TO THE SITE IN THE ORl5INAL iJNOFENED CONTAINERS BEAAIN6 THE MANJFAC11RE11.'S 6UAAANTEED ANALYSIS. 25.2. BINDER -AZ-TAC OR EQUAL. 253. CELLULOSE FIBER MJLC,H -Y'et'ERHAEJSER 'SILVA-FIBER' OR EQUAL. 2.6. MISCELLANEW-i LAND5CAFf MATERALS 2.6.1. 5TAKIN6 MATERIAL, STAKES SHALL BE OF LOD6EPOLE PINE. THESE SHALL BE STRAl6HT SHAFrS, SHAVED AND c;I/T CLEAN AND BARE OF 1311.ANCHES AND S11JBS, OF UNIFORM THIC.KNE55 l'IITH A MINIM/M DIAMETER OF 2 INCHES, FREE OF LOOSE KNOTS, SPLITS OR BENDS. STAKES SHALL BE NO LESS THAN TEN (10) FEET IN LEN6TH. 2.62. TREE TIES, TREE TIES SHALL BE V.I.T. c;INCH-TIE OR APPl1.0VED EQUAL. 2.6.9. <Sl/1' 11I11.ES, 12 6~ 5ALVANIZED l'IIRE. 2.6.4. <Sl/1' l'IIRE HOSE, 9/ll" OR 5/16' X .062" l'IT POLYETHYLENE Tt/BIN6 BY l'IAAD MF5., (114) 691-5055. 2.65. ROOT BARRIERS, COPOL YME11. POL YP11.0PYLENE, IN.ECTION MOLDED, 000 THICKNESS ROOT BARRIER AS MANJFACTIA<ED BY DEEP ROOT CORPORATION, (000) 45e-1b61l. USE MODEL IJB 24-2 ADJACENT TO CU11.B5 AND PAVIN6 Sl.l<FACES. LISE MODEL IJB 96-2 ADJACENT TO 11.ETAININ6 l'IALL5 AND EII.IILDIN6 FOOTIN6S. I PNff9-ElECAITION 9.1. PREPARATION -6ENE11.AL 9.1.1. ALL ROCK AND OTHER 6ROrtTH OR DEBRIS ACCUMULATEII D\RIN6 THE W<ATION OF THE PROJECT SHALL BE REMOVED FROM THE SITE. 9.12 6AADIN6 AND SOIL PREPARATION l'IORK SHALL BE Ffl1.FOl1.MED ONLY DI.RIN6 THE Ffl'.IOD - BENEFICIAL AND OPTIM.JM 11.E9J.TS MAY BE OBTAINED. IF THE MOIS-ml: CONTENT OF THE SOIL 5HOIJLD REACH SIXH A LEVEL THAT l"l:,RKIN6 IT l'tU.D DESTROY SOIL STRUClU<E, SPREADIN6 AND 6AADIN6 OFfRATIONS SHALL BE 5IJ5PENDED UNTIL THE MOl5TIA<E CONTENT 15 INCl1.EASED OR 11.E[)!X;ED TO ACCEPTABLE LEVELS AND THE DESIRED 11.E9J.TS ARE LIKELY TO BE OBTAINED. 9.13. ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE Pl1.0CEEDIN6 l'IITH At-11' l'IORK, C.Al1.EFULLY CHECK AND VERIFY ALL DIMENSIONS AND IMMEDIATELY INFORM THE LANDSCAPE ARc;HITECT OF ANY Dl5CREPANCY BETlll:EN THE DRAl'llN65 AND/OR SFfCIFlc;ATIONS AND ACTVAL CONDITIONS. 9.1.4. QUANTITIES FOR PLANT MATERIALS ARE SHOl'IN FOR CONVENIENCE ONLY, AND NOT ISIJARANTEED. c;HEc;K AND VERIFY Wl,l,T AND 9.ffL Y ~ICIENT IU-IBEl1. TO FU.FILL INTENT OF DRAl'llN65. CERTIFY ANY C.LAAIFlc;ATION'S l'IITH THE LANDSCAPE AACHITECT. ADEQUATELY STAKE, BARRIC.ADE, AND FROTECT ALL IRRl6A TION EQUIPMENT, MANHOLES, UTILITY LINES, AND OTHER EXISTIN6 Pl1.0Ffl1.TY DI.RIN6 ALL PHASES OF THE SOIL AMENDIN6, PLANTIN6 AND 6AADIN6 OFfl1.A TIONS. 9.1.5. CONTRACTOR SHALL SIJPPL Y Sl6NED COPIES OF REGIJIRED CERTIFlc;A TES, TRIP SLIPS, AND INVOICES FOR SOIL PREPARATION MATERIAL5, AND SHALL INVOlc;E SIJC,H MATERIAL, COMPAAIN6 THE TOTAL GIJANTITIES OF EACH MATERIAL R.l<NISHED A6AINST THE TOTAL AREA TO EACH OFfl'.ATION. IF THE MINIMUM SOIL PREPARATION RATES OF APPLICATION HAVE NOT BEEN MET, THE LANDSCAPE AACHITEC.T l'IILL 11.EGUIRE AT NO COST TO Ol'INER, THE DISTR/61/TION OF ADDITIONAL GIJANTITIES OF THESE MATERIALS TO FU.FILL THE MINIM,1,1 APPLICATION 11.EGUIREMENTS SFfCIFIED. 92. FINISH 6AADIN6 9.2.1. FINISH 6AADIN6, FINISH 611.ADES SHALL BE AS INDICATED ON THE c;IVIL EN6INEEl1.'S DAAl'IIN6S AND LANDSCAPE DRAl'llN6S. 922. FINISH 611.ADES SHALL BE MEASIJl1.ED AS THE FINAL l'IATER COMPACTED AND SETTLED SIJ<FACE 611.ADES; AND SHALL BE l'IITHIN PLUS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS AND 611.ADE LINES INDlc;ATED ON THE DRAl'llN6. 923. MOLDIN6 AND l1.0IJNDIN6 OF THE 611.ADES SHALL BE PROVIDED AT ALL CHAN6ES IN SLOPE l'tiEl1.E REQUIRED 61' THE LANDSCAFf AACHITECT. 92.4. ALL l.WIJLATIONS AND IRl1.E6ULAAITIES IN THE PLANTIN6 Sl.l<FACES 11.E51JLTIN6 FROM TILLA6E, l<OTOTILLIN6 AND ALL OTHER OFfRATIONS SHALL BE LEVELED AND FLOATED OI/T BEFORE PLANTIN6 OFfl'.ATIONS ARE INITIATED. 9.2.5. THE CONTRACTOR SHALL TAKE EVEl1.Y Pl1.EC,AI/TION TO PROTECT AND AVOID DAMA6E TO 5Pl1.IHKLER HEADS, IRl<l6ATION LINES, AND OTHER IJNDE11.611.0UND 1/TILITIES OO<IN6 HIS 6AADIN6 AND CONDITIONIN6 OPERATIONS. 9.2.6. FINAL FINISH 611.ADES SHALL INSIJl1.E POSITIVE Dl1.AINA6E OF THE SITE l'IITH ALL SIJ<FACE Dl1.AINA6E Al'IAY FROM EII.IILDIN6S, l'IALLS, AND TOl'IARD 11.0ADl'IAYS, DRAINS AND c;ATc.H BASINS. 9.2.1. FINISH 611.ADE SHALL MATc.H THOSE OF THE c;IVIL EN6INEEl1.'S DRAl'llN6S. FINAL 611.ADES SHALL BE ACCEPTABLE TO THE LAND5CAFf AACHITECT BEFORE PWITIN6 OFfl'.ATIONS l'IILL BE ALLOl'IED TO BE6IN. 9.9. PREPAAA TION FOR PLANTIN6 AREAS 93.1. SOIL CONDITIONIN6, FERTILIZIN6 I l<OTOTILLIN6, AFTER THE PLANTIN6 AREAS HAVE BEEN 611.ADED, APPLY SOIL AMENDMENTS AND INITIAL FERTILIZERS AS SPECIFIED IN ALL LAl'IN AND 611.0.JND COVER AAEA5 l'IITH A SLOPE OF 9,1 OR FLATTER. ALL LArtl AREAS SHALL BE C.11.055-11.IPPED IN mo DIREc;TIONS TO A DEPTH OF ll INCHES MINIMUM 6ELOl'I FINISH 611.ADE. DI.RIN6 THIS OFfl'.ATION, ALL STONES OVER I INCH IN 611.EATEST DIMENSION SHALL BE REMOVED. REMOVE Hl6H AAEA5 AND FILL IN DEPl1.E55I0NS. TILL TO A DEPTH OF NOT LESS THAN b INCHES BY ROTOTILLIN6 A MINIM/M OF mo (2) AL TERNATIN6 PASSES. TILL SOIL TO A HOM06ENEO\JS MIXTIA<E OF FINE TEXTIA<E, FREE OF Ll,l,IP5, CLODS, STONES, ROOTS AND OTHER EXTAANEW-i MATTER 611.ADE SHALL BE 11.1:MNED TO THE CONDITION OF THE APPl1.0VED 6AADIN6 PLANS. 93.1.1. PRIOR TO PREPARATION OF UN611.ADED AREAS DESl6NED TO BE LANDSCAPED, REMOVE EXISTIN6 VE6ETATION AND l'IEEDS. Pl1.0Ffl1.L Y DISPoSE OF SIXH MATERIAL OI/TSIDE OF Ol"NER'S Pl1.0Ffl1.TY. 93.1.1.1. SOIL AMENDMENTS SHALL BE APPLIED AT THE RATES RECOMMENDED 61' THE SOIL TESTIN6 LAB. THE FOLLOl'IIN6 SCHEDULE 15 FOR BIDDIN6 MPOSES 0NL Y. ADJJS1MENTS MAY BE NEc;ESSAAY. 93.1.1.1.1. OR6ANIC AMENDMENT 6 W. YD. Ffl1. 1,000 SG. FT. 93.1.1.12. IRON SULFATE, 20 LBS Ffl1. 1000 SG. FT. 93.1.1.13. 6YPSIJM, 120 LBS Ffl1. 1,000 SG. FT. 93.1.1.1.4. PRE-PLANT FERTILIZER 90 LBS Ffl1. 1,000 SG. FT. 93.2 ALL SLOPE AREAS 2d OR STEEFfR SHALL RECEIVE 6YP5UM AT A RATE OF 120 LBS. Ffl1. IPOOSG. FT. 9.4. exc;AVATION FOR TREES AND SHl<UflS 9.4.1. CONTAINER ISROl'IN STOCK IN c;ANS SHALL BE REMOVED l'IITHOI/T DIS'MBIN6 THE ROOT BALL. STOCK 6ROl'IN IN BOXES SHALL HAVE BOTTOMS REMOVED. ALL USED CONTAINERS SHALL BE REMOVED TO THE 5TORA6E AAEA5 OR Fl<OM THE SITE. EACH TREE AND SHRL6 SHALL BE PLACED IN THE CENTER OF THE HOLE AND SHALL BE 5ET l'UJMB, REMOVE SIDES OF BOXES AND HOLD Rl6IDLY IN POSITION UNTIL THE PLANTIN6 BACKFILL HAS BEEN TAMPED Al1.0l,l,D EACH ROOT BALL. 9.4.1.1. FOR CONTAINER ISf<OY+l STOCK, EXCAVATE AS SPECIFIED FOR SIZE OF CONTAINER l'IIDTH AND DEPTH. 9.4.12. DISPoSE OF E)(C;ESS 51JBSOIL REMOVED F!<OM PLANTIN6 EXCAVATIONS. 9.4.13. FILL E)(C;AVATIONS FOR TREES AND SHRU6S l'IITH l'IATER AND ALLOl'l l'IATER TO FfRCOLATE OI/T PRIOR TO PLANTIN6. 9.5. PLANTIN6 TREES AND SHRUB5 95.1. ALL PLANTS SHALL BE SET AT SIXH A LEVEL THAT AFTER SETTLIN6, THEY BEAR ONE INCH ABOVE THE ~IN6 FINISH 611.ADE AS THEY BORE TO THE SOIL LINE 611.ADE IN THE CONTAINER 9.5.2. PLANTIN6 TABLETS SHALL BE PLACED IN EACH TREE AND SHR1,5 PLANTIN6 HOLE AT THE FOLLOl'IIN6 RATE, 952.1. 1-21 611.AM TABLET Ffl1. I <SALLON CONTAINER 95.2.2. 9-21 611.AM TABLETS Ffl1. 5 6ALLON CONTAINER. 9.5.23. 4-21 6RAM TABLETS Ffl'.I5 6ALLON CONTAINER. 9.52.4. 1-21 <SAAM TABLET PER EACH 4 INCH OF BOX SIZE. 953. NO PLANT l'IILL BE ACCEPTEII IF THE ROOTBALL IS Bl<OKEN OR CRACKED, EITHER BEFORE, MIN6 OR AFTER THE PROCESS OF INSTALLATION. 9.5.4. l'IATER BASIN SHALL BE FORMED Al1.0UND EACH TREE AND SHRL6 PER DETAIL. ALL PLANTS SHALL BE THORC\l,HLY l'IATERED IMMEDIATELY AFTER PLANTIN6. 955. ~ DIREC,TEII BY THE LANDSCAPE AACHITEC.T, CONTRACTOR SHALL FRJJNE, THIN OI/T, AND SHAFE 111.EES AND SHmlS IN ACCORDANCE l'IITH STANDARD HORTICULnA<AL PRACTlc;E. Pl1.l,l,E 111.EES TO RETAIN REQUIRED HEie.HT AND SPREAD. IM..ESS OTHE11.1'115E DIRECTEII 61' LANDSCAFf ARCHITECT, DO NOT c;I/T TREE LEADEl1.5, AND REMOVE OILY INJ.liiED OR DEAD BRANCHES F!<OM FLOl'IEl1.IN6 TREES, IF ANY. Pl1.IJNE TREES AND 5HRL6S TO RETAIN NAnA<AL OIARACTER. 95.6. REMOVE AND REPLACE E)(C;ES5IVELY Pl1.IJNED OR MISFORMED STOCK 11.E9J.TIN6 FROM IMPl1.0Ffl1. Pl1.JNIN6. 95.1. STAKE TREES IMMEDIATELY AFTER PLANTIN6, AS INDlc;ATED. ALL TREES, 15 6ALLON AND SMALLER SHALL BE SIN6LE STAKED, 24' BOX AND LAA6El1. SHALL BE DOIBLE STAKED AS INDIC.ATEII ON DAAl'IIN55. THE STAKES SHALL BE Dl1.IVEN IN PLUMB AND SECURE. SFfCIAL CARE SHALL BE TAKEN THAT THE Dl1.IVIN6 IN OF THE STAKE DOES NOT DAMA6E THE Tl<fE ROOTS OR ROOTBALL. TREE TIES SHALL BE FASTENED Ffl1. DETAIL. 9.6. HT'Pl<OSEEDIN6 9.6.1. INSPECTION OF CONDITIONS, 6EFOl1.E P11.0CEEDIN6 l'IITH At-11' l'IORK, THE HYDl'<OSEEDIN6 LANDSCAPE CONTRACTOR SHALL C.AAERJLL Y C,HEc;K PLANTIN6 AREA CONDITIONS AND !¥iALL IMMEDIATELY INFORM THE ~~A~~~ :A~';;;~~~~ ~f<i-p~,:~~~fr~~RE l,l,SIJITABI.E FOR 51Ja,ES5RJL PLANT MATERIAL ESTABLISHMENT MIL APPl<OVAL HAS BEEN 6IVEN 61' THE LAND5CAFf AACHITEC.T. 9.62. GIJALITY OF l'IORK, THE HYDl'<OSEEDIN6 l"l:,RK SHALL BE Ffl'.FORMED 61' A COMPET!:NT\.Y TRAINED INDIVIDUAL OR HYDl'<OSEEDIN6 COMPANY IN ACCORDANCE l'IITH THE BEST STANDARDS AND PRACTIC,ES REL.A TED TO THE TRADE. 9.63. SOIL PREPARATION, l'IATER ALL PLANTIN6 AREAS ~y AND ~ltu:IUSLY FOR THREE /9) CONSECUTIVE DAYS TO SATIRATE U"!'!:11. LAYERS OF SOIL PRIOR TO HYDRqSEEDIN6 OFfRATION. ALLOl'I PLANTIN6 AREA SOIL SURFACE TO DRY OI/T FOR ONE DAY ONL '( PRIOR TO J1-1E HYDl'<OSEEDIN6 APPLlc;ATION. c;ARE r-lE,T BE TAKEN TO NOT ALLOl'I THE SOIL Sl.l<FACE TO BE 5IJFfl1. SATIRATED l'IITH l'IATER PRIOR TO THE HYDl'<OSEEDIN6 INSTALLATION AT THE SAME TIME THE SOIL Sl.l<FACE SHOULD NOT BE BONE DRY. THERE SHOJLD BE SOME RESIDUAL MOISTIA<E l'IITHIN THE FIRST 1/4 INCH OF SOIL Sl.l<FACE. 9.6.4. BE6IN THE HYDl'<OSEEDIN6 OFfl'.ATION ON ALL AREAS AS SPEC.IFIED HEREIN. 9.6.4.1. HYDl<OMUHIN6 APPLICATION AND PLANTIN6 SCHEDULE, THE H'!'Dl1.0l1JLc.HIN6 SHALL BE APPLIED IN THE FORM OF A FW<RY CONSl5TIN6 OF OR6ANlc; SOIL AMENDMENTS, COl;IMERCIAL FERTILIZER, AND OTHER c.HEMICALS CALLED FOR. Y+IEN HYDAAIJLIC.ALL Y SPAAYED ONTO THE SOIL, THE ~LCH SHALL NOT FORM A BI..OTTEl1. LIKE MATEl1.IAL. THE 5Pl1.AY OFfl'.ATION MUST BE 50 DIRECTED THAT THE 5l.lRl1.Y SPRAY l'IILL ALSO PENETRATE THE SOIL SIJ<FACE AS TO DRILL AND MIX THE SI.IJRl1.Y COMPONENTS INTO THE SOIL, THI,!;, ENSU1.IN6 MAXIMUM IMPl1.E6NA TION AND COVER.1<6E. 9.6.4.2. PREPARATION OF HT'Pl<OSEEDIN6 MIXME, THE Sl..lRl1.Y SHALL BE PREPARED AT THE SITE AND ITS COMPONENTS SHALL BE MIXED TO 9.ffl.Y THE RATES OF APPLlc;ATION AS Ffl1. SFfCIFIC.ATIONS. 9.b.43. 5Ul<R'I' PREPARATION SHALL BE6IN BY ADDIN6 l'IATER TO THE LINK Y+1EN THE EN6INE 15 AT ONE-HALF THl<OTTLE. ~ THE l'IATER LEVEL HAS REACHED THE HEl6HT OI; THE A6ITATOR SHAFT AND 600D RECIRCULATION HAS BEEN ESTABLISHED, THE FERTILIZERS SHALL BE ADDEDI TO THE MIXME (THE TANK SHALL BE AT LEAST 1/9 FILLED l'IITH l'IATER AT THIS TIME). 9.6.4.4. THE EN6INE THl<Ont.E SHALL BE OFfN TO Fill 5FfED Y+IEN THE TANK 15 1/2 FILLED l'IITH l'IA TER. ALL OR6ANIC AMENDMENTS, FIBER, AND CHEMICALS SHALL THEN BE ADDED BY THE TIME THE TANK 15 2-1/9 TO 9/4 Fill. AT THIS TIME THE SEED MIX SHALL ALSO BE ADDED. 9.6.45. 5Pl1.AYIN6 SHALL COMMENCE IMMEDIATELY Y+IEN THE TANK 15 FULL AND THE 5U!RRY 15 MIXED. 9.65. APPLlc;ATION, THE OFfl'.ATOR SHALL SPAAY THE AREA l'IITH A l,l,IFORM VISIBLE COAT U5IN6 THE DARK COLOR OF THE c;ELLLl.oSE FIBER OR OR6ANlc; AMENDMENT AS A Vl~AL 6UIDE. THE SLLIAAY SHALL BE APPLIED IN A DOl'INl'IARD Dl1.ILLIN6 MOTION VIA A FAN STREAM NOZZLE. . I 9.b.6. TIME LIMIT, THE HYDROl"IJLCHIN6 51.ilRRY COMPONENTS ARE NOT TO BE LEFT IN THE HYDl<OMIJLCH MACHINE FOR MORE THAN mo HOUl1.5. IF 5Ul<R'r' COMPONENTS ARE LEFT FOR MORE THAN mo HOUl1.5 IN THE MACHINE, THE CONTRACTOR SHALL ADD 50 % MORE OF THE ORl6INALL Y SFfc;IFIED SEED MIX TO ANY 5Ul<R'r' MIX ~lc.H HAS NOT BEEN APPLIED l'IITHIN THE mo HOUl1.5 AFTER MIXIN6. THE CONTRACTOR SHALL ADD 15% MORE OF THE ORl6INAL SEED MIX TO ANY 5U!RRY MIXME ffilc.H HAS NOT BEEN APPLIED El6HT HOUl1.5 AFTER MIXIN6. ANY MIXME t.:lT APPLIED AFTER El6HT HOUl1.5 SHALL BE 11.E..ETEII AND DISPOSED OF OFF-SITE AT CONTRACTOR'S EXPENSE. 9.b.1. FROTECTION, SPECIAL CARE Is TO BE E.><ERc;ISED BY THE CONTRAC, 1 0R TO PREVENT ANY OF THE SIJJl1.l1.Y F!<OM BEIN6 5Pl1.AYED ONTO ANY ADJACENT Pl1.0PEl1.TY, ETc;. ANY 5LURl1.Y SPRAYED ONTO THESE AREAS SHALL BE c;LEANED OFF AT THE CONTRACTOR'S EXPENSE. 9.6.ll. HYDl<OMUHIN6 5CHEDIA..E, AS AN ADDED PREc;AI/TlON, THE HYDl<OSEEDED AREA SHALL BE Pl1.ESOAKED l'IITH l'IA TER 61' THE IRRIGATION SYSTEM TO A DEPTH OF THREE (9) INCHES 4ll HOUl1.5 PRIOR TO THE HT'Pl<OSEEDIN6 INSTALLATION. 9.b.q. APPLICATION RATES, c;ELLLl.oSE FIBER -2POO LBS/ACRE M-BINDER -140 LBS PE11. ACRE SEED MIX -AS INDICATED ON DRAl'llN65 FERTILIZER, 11!RF AREA -(12-12-12/ -400 LBS. / ACRE OTHER AAEA5 -(0-96-0) -900 LBS. / ACRE (91)-o-o) -50 LBS. / ACRE 9.b.10. HT'Pl<OSEEDIN6 EQUIPMENT, THE SPECIFIED COMPONENTS SHALL BE MIXED T06ETHEl1. IN A HT'Pl<OSEEDIN6 MACHINE DESc;RIBED AS FOLLOl'IS, 9.6.10.1. THE HYDl1.0M.ll.C,HIN6 EQUIPMENT SHALL MEET THE MINIM/M 11.EGUIREMENTS OF A SW<RY DISTRIBI/TION LINE LAl1.6E ENOU6H TO PREVENT c;LOSIN6 AND CONTlt-1.XiUS NbN FL.Uc;TVATIN6 DISCHAl1.6E OF AT LEAST 25 PSI AT THE END OF THE 5Pl1.AY NOZZLE. THE SLIA<RY TANK SHALL HAVE A MINIMUM CAPACITY OF 2000 6ALLONS AND SHALL BE MOUNTED ON A TRAVELIN6 UNIT EITHER SELF-Pl1.0FfLLED OR DRAl'lN BY A SEPARATE UNIT. 9.52.5. 1-5 611.AM TABLET Ffl1. FLATTED OR LINER PLANT. : : : GROVE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. 9.6.102. THE EQUIPMENT SHALL HAVE A EIUILT-IN A6ITATION SYSTEM UNDEl1. 0Ffl1.ATIN6 c;APACITY ~lc;IENT TO A6ITATE, 5IJ5PEND AND HOM06ENEOU5L Y MIX A SLIJRRY CONTAININ6 NOT LESS THAN 20 KILOS (44 LBSJ OF OR6ANIC MUHIN6 AMENDMENT PLUS FERTILIZER CHEMIC.AL ADDITIVES AND SOLIDS FOR EACH 100 6ALLONS OF l'IATER. 9.1. PLANTIN6 6ROl,l,D COVER 9.1.1. SPACE <SRaMD COVER PLANTS AS INDlc;ATED OR sc.HED\A.ED. 9.12. Dl6 HOLES LAl1.6E ENOU6H TO ALLOl'I FOR SPREADIN6 OF 11.00TS AND BACKFILL l'IITH PLANTIN6 SOIL rt,RK SOIL Al1.0l,l,D ROOTS TO ELIMINATE AIR POCKETS AND LEAVE A SLl6HT 5AIJC,El1. INDENTATION Al1.0UND PLANTS. l'IATER THOROU6HI.. Y AFTER PLANTIN6, TAKIN6 C,ARE NOT TO COVER (;11.0l'INS OF PLANTS l'IITH l'IET SOILS. PROVIDE PLANT TABS Ffl1. SFfCIFlc;ATION 9.52. 9.13. PROVIDE 9 INCH THICKNESS OF BARK MULCH IN ALL NON-TUl1.F PLANTIN6 AAEA5 LESS STEEP THAN 9,1 /RIPAAIAN AREAS E)(C;LUDED) 9.!'. POST FERTILIZATION 9.8.1. POST FERTILIZATION FOR ALL AAEA5 SHALL OCCUl1. AFTER PLANTIN6 AT A RATE SFfCIFIED IN THE SOIL TEST 11.ECOMMENDATloNS. 9_q_ MAINTENANCE Ffl'.IOD 9.qJ. THE MAINTENANCE PERIOD BE6INS ON THE FIRST DAY AFTER ALL LANDSCAFf, IR11.16ATION, AND ALL OTHER INDlc;ATED OR SFfCIFIED rt,RK ON THIS PROJECT 15 COMPLETE, CHECKED, ACCEPTEII AND ~TIEN APPl<OVAL Fl<OM THE LANDSCAPE A~ITECT 15 5IVEN. 9_q2. THE CONTRACTOR SHALL CONTINOOUSLY MAINTAIN ALL INVOLVED AREAS OF THE CONTRACT DI.RIN6 THE Pl<06l1.ESS OF THE l"l:,RK AND DIJl1.IN6 THE MAINTENANCE Ffl'.IOD IMrlL THE FINAL ACCEPTANCE OF THE l'IORI<. 9_q3_ THE MAINTENANCE Ffl'.IOD SHALL CONTINJE UNTIL FINAL ACCEPTANCE, 61/T IN NO C.ASE, LESS THAN qo DAYS AFTER APPl1.0VED COMPLETION OF LAND5CAPIN6. 9A4. THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD l'IILL BE EXTENDED, -IN THE OPINION OF THE LANDSCAPE ARCHITECT, IMPl1.0Ffl1. MAINTENANCE AND/OR POSSIBl.f POOR OR UNHEALTHY CONDITION OF PLANTED MATERAL OR UNESTABLISHED NON-coVEl1.IN6 LAl'IN5 ARE EVIDENT AT THE TERMINATION OF THE SCHEDULED MAINTENANCE PERIOD. THE CONTRACTOR SHALL BE 11.ESFONSIBl.f FOR ADDITIONAL MAINTENANCE OF THE l"l:,RK AT NO c.HAN6E IN CONTRACT PRlc;E UNTIL ALL OF THE l'IORK 15 WMPLETEII AND ACCEPTED LANDSCAFf A~ITECT. 9_q.5_ THE CONTl'<ACTOR SHALL BE 11.E5f'.ONSIBLE FOR MAINTAININ6 ADEQUATE FROTECTION OF THE LAND5CAFf AREAS. DAMA6ED AREAS SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S 9.q.6. THE CONTRACTOR MAINTAIN TREES, SHl<UflS, AND OTHER PLANTS 61' Pl1.JNIN6, MOYIIN6, CULTIVATIN6, AND l'IEEDIN6 AS REQUIRED FOR HEALTHY ISROrtTH; CONTRACTOR SHALL RESTORE PLANT l'IATERIN6 BASINS, Tl6HTEN AND REPAIR STAKE AND <Sl/1' SIJPPORTS, RESET TREES AND SHRLeS TO Pl1.0Ffl1. 611.ADES OR VERTlc;AL POSITION AS 11.EGUIRED, AND 5Pl1.AY AS 11.EGUIRED TO KEEP TREES AND SHl1.Ul35 FREE OF INSEcTS AND DISEASE. 9.10. c;LEAN.!' AND PROTEc;TION 9.10.1. MIN6 LAND5CAFf l'IORK, KEEP PAVEMENTS c;LEAN AND l'IORK AREA IN AN ORDEl1.L Y CONDITION. 9.102. FROTECT LAND5CAFf l'IORK AND MATERALS FROM DAMAISE 00: TO LANDSCAFf OFfRATIONS, OFfRATIONS 61' OTHER CONTRACTORS AND TRADES, AND Tl1.ESFASSEl1.5. MAINTAIN FROTECTION =N6 INSTALLATION AND MAINTENANCE Ffl1.IOD5. Tl1.EA T, REPAIR, OR 11.EPLACE DAMMED LANDSCAFf rt,RK AS Dll'.Ec;TED. 9.11. SITE OBSEl1.VATION VISITS, 9.12.1. SITE Ol35ERVATION VISITS HEREIN SFfCIFIED SHALL BE MADE BY THE C.ITY INSFfc;rOR AND THE LANDSCAFf A~ITECT. THE CONTRACTOR SHALL REGllST SITE OBSEl1.VATION. IN 41l HOIA<S ADVANa. OF THE TIME Ol35ERVATION IS 11.EGUIRED. 9.112. SITE Ol35ERVATION l'IILL BE 11.EGUIRED FOR THE FOLLOl'IIN6 PAATS OF THE rt,RK, 9.11.2.1. INCORPORATION OF SOIL CONDITIONER. AND FERTILIZER INTO THE SOIL. 9.112.2. Ll'ON COMPLETION OF FINISH 6AADIN6 PRIOR TO PLANTIN6. 9.1123. APPF/NAL OF PLANT MATERIALS. 9.112.4. ~ PLANTIN6, AND ALL OTHER INDIC.ATED OR SPEc;IFIED rt,RK, E)(C;EPT THE MAINTENANCE Ffl'.IOD, HAS BEEN COMPLETED. 9.112.5. FINAL SITE Ol35ERVATION VISIT AT THE COMPLETION OF THE MAINTENANCE Ffl'.IOD. THIS SITE OSSERVATION VISIT SHALL ESTABLISH THE BE6INNIN6 DATE FOR THE l'IAl1.l1.ANTY Ffl'.IOD OF PLANT MATERIAL. 9.112.6. Ll'ON COMPLETION OF THE l'IARRANTY Ffl'.IOD. 9.113. ACCEPTANCE, Ll'ON COMPLETION OF THE FINAL SITE OBSERVATION VISIT AND THE l'IORK OF THIS SECTION, THE CONTRACTOR l'IILL BE NOTIFIED IN t'll1.ITIN6 /IJ Y+IETHEl1. THE l"l:,RK IS ACCEPTABLE; (2) OF ANY 11.EGUll1.EMENTS NEc;ESSAAY FOR COMPLETION AND ACCEPTANCE. 9.11.4. THE CONTRACTOR OR HIS AUTHOl1.IZED 11.EP11.ESENTATIVE SHALL BE ON THE SITE AT THE TIME OF EACH SITE Ol35ERVATION VISIT BY Tl£ LANDSCAFf Al1.CHJTECT. EID Of SfCl1GIN 02'!00 "AS-BUILT " EXP. DATE REVIEWED BY: INSPECTOR DATE landscape architecture design I consulting I project management 1----+---+--------,-------------j-----t----i----t--------t I SH8EET I CITY OF CARLSBAD I SH8EETS I ~==;::'.,,':;==:;:;:;::::;;:PLA~N;:N:::;IN::::G=:::D;::IV:::;IS::;:10;:N====::::'.-====: LANDSCAPE IMPROVEM ENT PLANS FOR: 760 . 550. 9757 {www. grove -design. com} DATE : 06-03-16 JOB NO.: 21618 SCALE: 1/8" = 1'-0" DRAWN BY:HM DATE INITIAL DATE INITIAL ENGINEER OF WORK REVI SION DESCRIPTION OTHER APPROVAL DATE INmAL CllY APPROVAL EL CAMINO (LA COSTA TOWNE & LA COSTA CENTER VERIZON) PLANNING OWN BY: __ _ CHKD BY: __ _ RVW D BY: PROJECT NO. MCUP 14-08 PD 13-02 DRAWING NO. 478-2L ;:: \ en 0 (.) ::s ~ 0 z ~ <( (.) _J w en en w _J w a: :s: z 0 N a: w > CX) _J