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HomeMy WebLinkAboutDWG 431-9L; SDP 05-02; CARLSBAD RESEARCH CENTER LOT 6; 01-23RECYCLED WATER STANDARD PLAN NOTES: I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SriALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPAY, MIST, OR MISTING. 3. BEST MANAGEMENT PRACTICES SrlALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDNG. RUN OFF, OVER-SPRAY. AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS-CONNECTIONS BETWEEN REYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSITUTIONS OF PIPE MATERIALS WILL BE: ALLOWE:D WITHOUT PRIOR APPROVAL OF THE CARLSBAD M:.JNICIPAL WATER DISTRICT. 7. ALL MAINLIN:: PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 9•00 P.M. TO 6•00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERIARY RECYCLED WATER SHALL BE: UNDE:R THE SUPERVISION OF THE DIESIGNATED USER SU?ERVISOR. IRRIGATION WITH WATER OF A I.ESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS Of 9,00 P.M. AND 6•00 A.M. 9. BURAIL Of ALL WIRING AND PIPING SrlALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 10. NON-DE:SIGNATE:D USE ARE:AS SHALL BE PROTECTED FROM CONTACT WITH RECYCLE:D WATE:R, WHET.--IER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION TI-IROUGH IRRIGATION OR OTHER USE:. LACK OF PROTECTION. WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. I I. IRRIGATION HEADS SI-IALL BE RIELOCA TED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SI-IALL BE Of A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGL.LA TIONS. 13. ON RECYCLED WATER SYSTEMS, AUL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETCJ SHALL BE COLOR·COD::D PURPLE PER AWWA GUIDELNES AND SECTION 116815 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH WARNl"JG, "NON-POTABLE OR RECYCLED WATER." COLOR-CODED (PURPLE> AND LAID WITH WARNING TAPE AND STENCILLING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNIOPAL WATER DISTRICT'S RULES AND REGUc.ATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM Of FOUR FEET APART 02 AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULA TORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTE2LIN':'$. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER Ll'JES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITES. 17. If A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE. THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITl-iN AN APPROVED PROTECTIVE SLEEVE AS PER Tl-IE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT Af'<D Tl-IE SAN DEGO COUNTY DEPARTMENT OF ENVIRONMENTAL I-IEALTH. 19. THE REQUIRECJ CROSS-CONNECTION INSPECTION SrlALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPA2TMENT Of= ENVIRONMENTAL HEAL TH. COPIES Of INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. H-E DESIGN AND LOCATIONS PROPOSED f=OR RECYCLED WATER "DO NOT DRINK" SIGN SHALL BE CALLED OUT ON THE PLANS. 21. WHEN RECYLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBiNG SYSTEM WITI-IIN THE PROPE2TY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS·CONNECTION PROTECTION. THE RECYCLED PLREY02'S RULES AND REGULATIONS AND Tl-IE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES Of THE DESIGNATION. WITH CONTACT Pl-ION:: NUMBERS SHALL BE PROVIDED TO Ti-IE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONT ACT FRED HUCKE AT 619-220-0224 OR AFTER HOURS CONT ACT• FRED HUCKE AT 619-220-0224 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS NCLUDNG FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER P20JECT SHALL BE SHOWN ON THE PLANS. 23. CALL OUT ON Tl-IE PLANS If THERE A.RE OR ARE NOT DRINKING FOUNTAINS AND/OR DESIGNATED OUTDOOR EA TING AREAS ON THIS SITE. 24. EDUCATE ALL MAINTENANCE P::RSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFOR.MED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRff\JKING PURPOSES. HAND WASHING, CLEANING TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE Of EMPLOYEES IN THE LANDSCAPE INDUSTRY IT IS IMPORTANT TI-IIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. 25. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPERATION SI-IALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 'AS-BUILT' REVIEWED BY: INSRECTOR E GINEERING LAN CHECKER DATE DATE APPROVED FDR PLANTING AND IRRIGATION □NL Y, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CARLSBAD MUNICIPAL WATER DISTRICT l/-1, ~~~~~~-~t:';'~;;;2~-"--I0-12-0.5' DATE WILLIAM E. PLUMMER DATE DISTRICT ENGINEER R.C.E. 28176 DEVELOPER'S NAME: BECKMAN PROPERTIES SIGNAGE NOTES THE FOLLOWING G-.JIDELINES FOR Tl-IE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE Tl-IE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8·1/2"XII" SIZED SIGN. COLOR• PURPLE BACKGROUND WITH BLACK LETTERING. I. GUIDELINES FOR RECYCLED WATER USE I. IRRIGATE BETWEEN Tl-IE HOURS OF 9•00 P.M. AND 6'00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPE2VISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER TI-IAT WILL MINIMIZE RUN-Off, POOLING. AND PONDING. THE APPLICATIO\J RATE SHALL NOT EXCEED THE INFILTRATION RA TE OF THE SOIL. TIMERS NUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL IN"'ILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY Tl-IE EFFICIENT SCHEDULING Of Tl-IE AUTOMATIC CONTROL CLOCKS• CI.E .. EMP~OYING Tl-IE REPEAT FUNCTION TO BREAK UP THE TOT AL IRRIGATION TIME INTO CYCLES Tl-IA T WILL PROMOTE MAXIMUM SOIL ABSORPTIONl. 3. ADJUST SPRAY I-IEADS TO ELIMINATE OVER SPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE. POOL DECKS. PIRIVATE PATIOS AND LOTS. AND STREETS AND SIDEWALKS. 4. MONITOR AND MAINT AN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER I-IEADS, LEAKS. UNRELIABLE VALVES. ETC. SHOULD BE REPAIRE'.l AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT R':CYCcED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY. AND IS NOT APPROVED FOR DRlf'<KING PURPOSES, HAND. TOOL. WASHING. ETC. GIVEN THE HIGH TURNOVER RATE Of :::MPLOYEES N THE LANDSCAPING INDUSTRY. IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU. THE LANDSCAPE CONTRACTOR. WHO IS RESPONSIBLE FOR EDUCATING EACI-I AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL Of ALL PROPOSED CHANG:::S AND MODl"'ICATIONS TO ANY ;:>RIVA TE ON-SITE FACILITIES. SUCH CI-IANGES .MUST BE SUBMITTED TO AND APPROVED BY THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS 7. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC. 3"X4". PURPLE IN COLOR WITH THE WORDS. "WARNlt',G RECYCLED WATER-DO NOT DRINK" IMPRINTED ON ONE SID':'. AND "AVISQ-AQUA IMPI.IRA-1\QIOMAR" ON THE OTHER SIDE. IMPRINTING SHALL Be' PERMANENT AN:) BLACK IN COLOR. USE -AGS AS MANUFACTL-RED BY T. CHRISTY ENTERPR;SES OR APPROVED EQUAL. 8. ONE TAG SrlALL BE ATTACHED TO EACH VALVE AS FOLLOWS• I. ATTACH TO VAL VE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP. OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE- WRAP. OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVE.? BOLT. 8. ALL SPRINKLER HEADS SI-IALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. 9. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUPMENT SHALL BE IDE,NTIFl:::D WITH A SIGN BEA2NG THE WORDS. "RECYCL:;'D WATER USED FOR IRRIGA-IOV IN ENGLISH AND SPANISH. WIT.--1 BLACK LETTERS 1· HIGH ON A PURPLi: BACKGROUND. THE SIGN SI-IALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. In Order to Conserve Water_ DO NOT DRINK RECYCLED WATER IN USE NO TOME EL AGUA WASH HANDS AFTER CONTACTINO LAVESE SUS MANOS DESPUES DE USAR 18" X 18" SIZE .032 ALUMINUM .. 060 ABS PLASTIC OR s-·cK -ON VINYL SIGNS TYPICAL SIGNS 12" X 36'" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK ·ON VINYL SIGNS ,,----BLACK LOGO .,,.......--PURPLE BACKGROUND I" BLACK LETTERS WARNING ECYCLED WATER DO NOT DRINK RECYCLED WATER WASH HANDS AFTER CONTACTING VESE SUS MANOS DESPUES DE USAA - '---r· Bl.ACK LETTERS 2' BLACK LETTERS 505 LOMAS SANTA FE, SUITE100 •--------------~-- SALONA BEACH, CA 92075 SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH COUNTY OF SAN DIEGO (PRIVATE) RECYCLED WATER SYSTEM CARLSBAD RESEARCH CENTER LOT 6 co Cf) Cf) (\J LC-01 Ll-01 LP-01 l>C:=---- --·--H,1-0 LC-02 Ll-02 LP-02 "i;---il--w FARADA y AVENUE w ..,... --..,..., ..,..., '-----1_::...:..: ____ j...:;.:::::=::!:!!.==;-;,=:::s-FS SEE RECYCLED WATER STANDARD PLAN NOTE nl6. PROJECT SITE FARADAY AVE. RUTHERFORD~ LOCATION MAP er, NTS DIAL TOLL FREE 1-800-422-4133 SEE RECYCLED WATER STANDARD PLAN NOTE tt16. ------- ,,..-,-SEE RECYCLED WATER STAr-DARD PLAN NOTE tt16. LEGEND l't1) RECYCLE:D WATE:R METER -w-POTABLE WATER LN= -CIC-RECLAIME:D WATER . . i. PRE:SURE SLPPL Y LN= ..,.... ., v·. ~ -P'S-FIRE: SE:RVICE LII\E 1Z:Z] RE:CLAIMED WA Tl"'R USE 1 AREA -• t;. DO NOT DRINK SIGN 1111111 OUTDOOR E:ATING ARE:A (PROTE:CTED AGAINST CON- TACT WI™ RECYCLED WATER) OCEAN ~ ~ CITY OF VISTA OA VICINITY MAP er, NTS DRAWING INDEX SHT # DWG # SHEET TITLE I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 T-1 LC-01 LC-02 CD-01 CD-02 Ll·OI Ll-02 ID·OI ID-02 ID-03 ID-04 ID-05 ID-06 ID-07 ID-08 LP-01 LP-02 PD-01 PD-02 PD-03 PD-04 PD-5 PD-06 TITLE SHEET LANDSCAPE: CONSTRUCTION PLAN LANDSCAPE CONSTRUCTION PLAN CONSTRUCTION DET ALS CONSTRUCTION Dl:;T ALS LANDSCAPE RRIGA TION PLAN LANDSCAPE IRRIGATION PLAN IRRIGATION LEGEND, NOTE:S, AND CALCS. IRRIGATION DETAILS IRRIGATION DETAILS IRRIGATION DETAILS IRRIGATION DETAILS IRRIGATION SPEClflCATOINS IRRIGATION SPECIFICA TOINS IRRIGATION SPECIFICATOINS LANDSCAPE PLANTING PLAN LANDSCAPE PLANTING PLAN PLANTING LEGEND AND NOTES PLANTING LEGEND PLANTING DET Al..S PLANTING DET ALS PLANTING SPECFICA TOIIJS PLANTING SPECiflCA TOINS DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM Tl-IE LANDSCAPE ARCI-IITECT Of WORK FOR TH'5 PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE '.JESIGN OF THS PROJECT AS DEFINED IN SECTION 6 703 Of Tl-le BUSINESS AND PROFESSIONS CODE AND Tl-IA T THE DESIGN IS CONSISTE,NT WITH CURRENT STANDARDS. I UNDERSTAND THAT Tl-IE CHECK OF PROJECT DRAWINGS AND SPECIFICATIO'-IS BY THE CITY OF CA2LSBAD AND THE SAN DIEGO COUNTY DEPARTMEN7 Of ENVIRONMENTAL HEAL TH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME. AS LANDSCAPE ARCHITECT Of WORK. OF MY RESPONSIBILITIES FOR PROJECT DESIGN. TI-IESE PLA'-IS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH Tl-IE APPROVED LANDSCAPE CONCEPT PLAN. WATER CONSERVATIO:-.J PLAN. FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROV A~ RELATED l O LANDSCAPING. BY•~~--__ $_.~-~__,,~-- MITCHELL S. PHILLIPPE FIRM NAME AND ADDRESS• VAN DYKE, LLP 2970 5TH AVENUE, SUITE 240 SAN DIEGO. CA 92103 PHONE' NO.' (619) 294-8484 FAX• (619) 574-0626 REGISTRATION NO.• CA 3781 EXP. DA TE• 11-30-2005 INSPECTION PROCEDURES CITY CONSTRUCTION INSPECTION SHALL INCLUDE, A. LOCATION OF PIPE Lli'-.ES B. TRENCH DEPTH C. REQUR::D SEPARATION (HORIZONTALLY AND VERTICALLY) D. PIPE IDENTIFICATION. (P.0.C.'Sl POINTS OF CONNECTIONS E. LOCAllON AND IDENTIFICATION OF SP21NKLER I-IEADS F. WARNING SIGNS AT THE SITE AND ON THE TRUCK HAU,JNG RECYCLED WATER <I RECYCLED WATER IS USED FOR CONSTRUCTION). 2. DISTRICT FINAL INSPECTION SHALL INCLUDE• A. COVERAGE TC:::ST. AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THAT ADEQUACY OF COVERAGE ON Tl-IE APPROVi:D LSE A;?EA AND PROTECTION Of AREAS NOT APPROVED FOR RECEIVING RECYCLED WATER. B. WARNING SIGNS AND LABELS C. QUICK COUPLING VALVES :>. ALL ASPECTS Of THE IRRIGATION CONDITIONS INCLUDl'-JG WINDBLOWN S"'RAY RUN-OFF. AI\D POI\DING E. REQUl2ED PROTECTION OF ALL RESIDENTIAL AREAS. f. REQUIRED PROTECTION OF WELLS, STREAMS. RESERVOIRS. ETC. G. CROSS-CONNECTION. 3. ANNUAL NSP::CTION SHAUL INCLUDE• A COMPLETE INSPECTION W-1ICH SHOULD COVER PART 'A' AND PART "8' AND PART 'G' OF THE DISTRICT'S FNAL INSPECTION. AT LEAST 1WO DAYS BEFORE YOU DIG , --+--+--------------t----t---t---t----il SH~ET I CITY OF CAl~LS13AD ~ ,-PLANNING DEPARTMENT ~ :=='.....'.:::==========-===; UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA TITLE SHEET FOR> CARLSBAD RESEARCH CENTER LOT-6 \ APPROVED 0- Mitchell S. l'hillippe ___ __,..::t<=...4,,--!M,f!-,..,,..,-,-----//-q.(% CERTIF'ICATE 0 TELEPHONE: 858-847-9870 APPROVED BY: DATE DEPARTMENT OF ENVIRONMENTAL HEALTH oo. 3781 • i\SSISfANT PLANNING DIRECTOR DATE <0 ♦ '-~~~~2-.~1:,..,__,. f!!._#.:f/J~ fl ~S DWN BY: PROJECT NO. DRAWING NO. ~ REVISIONS MUST BE APPROVED BY PUBLIC HEALTH .,/ / -,,,<------/."-/ 2970'""'"""""" 12AO seno .... CA92t03 ~ DATE INITIAL DATE INITIAL CHKD BY: LC SDP OS 02 431 9L Ci] ENGINEER PLANNING DIRECTOR AND DISTRICT /~<--/0-r"/J::, -(619),...... FAX(619)1i74--0626 Registered Londscope Architect ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: MP · .. . l::T::::::P:R:::R:E::· :::::::::..::·:::::::..L~=E.:~~~=~!:~~E::~~-L~~~~~=======--~j~==~J _______ : _____ .:.:.::.....:::...:: ______ :::::::... __ :C•:r:t~N:o~. :37:8:l~E:xp:-~11:·3:0:·2:0:05:._ _ _£~~~~~~===~~~~~~~~~~===~=====:!:~~~~~!;;::;:::;:=::;:;=::;::;::;::;::;::;::;::;:=:~:==:~~=::~JO>. . . ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. APPROVED BY: DATE PLOT DA TE• I0/12/05 FILE u 884 T-01 <@) -I \o r- {X OIIY .... _, "'' -· \', ~ '"' \;.~ •;6:. GENERAL CONSTRUCTION NOTES: L '1'1-11!!5!! PLANS ~ F'Rt!!F'Al2!!!0 lJ5NG BASe t-l"OQMA TION F'QeF'Ai;>!!D BY AUSTIN V!!!UM ROBE!f,JS F'•'::71\1!:i:18 AND F'Ai:1TI\El<S E:NGN:Ei;>JNG. Tl-I! CONTi:1ACT0i:1 k:, i:1ESF'ONS131 f' FCI< VEQU"YNG Tl-l!! ACCL.RACY l'F Tl-IS BASE CONPAi:1EO TO ACTUAL FIELD CONDITIONS Pi:110t.' TO OROEi;>ING MATEi:11ALS AN0/0/'Z :.tl:G""'1NG WOt:1K AND IMMEDIATE:L Y NOTFYNG = LANDSCAPE Al'!CI-IITECT OF ANY CIS~ANCES. N Tl-I! !!VE:NT T~T Tl-lE: CONTRACTOR FALS TO V!!RIFY Tl-I! ACCUl<ACY 01" n.e· eAS!! NF TION Ar-0/0i;> FALS TO IMVEDIATaY NOTFY n-e LAr-OSCAPE ARCI-HECT OF DISCREPANCIES l"i;>I i;> TO ORDE:RNG MA TE:RIALS ANO/Qi;> EeGNNNG WORK, T'6'J T.IE CONTRACT0i:1 ASSLMES FU.L i:1ESPONSBLITY FOt:1 ANY Ar-0 ALL ADDITIONAL LABOR AND MA TE:i;>JALS AS DIRECTE:D BY Tl-I! LANDSCAI"!! Al20-ITECT TO i:1ESOLVE sucei OISCl2!!!PANaES AT NO ADDITIONAL cosr TO Te!E OWNEi:1. 2. Tl-I! CONTRACTOI< IS i:1!:SF'ONSBLI!: l"OR Ol!:T51MNNG 11-E !!XACT LOCA ilON Oi" ALL EXISTNG UTlJITl!!'S BE:FOi;>E COMME:NCING WOQK. elE AGREES TO BE FU.LY 12!!!SP0NSIBLE FOR ANY AND ALL DAMAGES WI-ICel ~Ge!T BE OCCASIONED BY HIS FAURE TO E:XACTL Y LOCATE AND PRESE:li!VE ANY AND ALL , I.NOEi:1GR0LND UTILITIES. .. . . ·"-". Afc#, APPROVED FOR PLANTING :1~ i,,'•·:.,,T_ . ir ..., ... .c1..v ; I 12· ACP ft . ... .. R[CiAiM[D • K 'I' MAP NTS CONSTRUCTION LEGEND: SYMBOL DESCRIPTION . .. ..... ------__ ..,.. __ _ NT!!Gl:IAL COLOR CONC~!!. 1-1!:A VT SANDBLAST l"'NS1-I WIT~ SAWCUT JOINTS ANO MATTE l"'NS1-I SEALER. 4" TI-ICK AT PEDESTi:11AN Al2!!!AS, 6" TI-ICK AT VEI-ICULAI< AREAS . 4" NA Tl.RAL COLOR CONCl2!!!T!! WIT.I L~T BQOOM f"INISI-I. TOOLED JOiNT5. 3' LA Ye:! DeCOt:1ATM!: COSEL!!! 0V!!I< weeD e~ FABl<IC. see DeTAL C-8 ON SHEET C0-02 F'LANTNG~A F'ROF'e:RTY LN!! I-IDD!'!N 1!:XF'ANSION JOINT, S!!!! Dl!T AL C-1 ON Sl-l!!!!T CD-OI. SAWCUT SCOQI! JONT, S!!e D!!TAL C-3 ON &-eZT CD-OI. 6" W10e vt::N/ CLQIII, $!!!: DETAL C-7 ON 51-e!!T CD-OI, KEYSTOI\I!! WJ>J.J.. PER CIVL ~ ORAWNGS. $TOI™ DllAN PER CM. l!:NGN!!6! DRAWNGS. CONSTRUCTION NOTES: 0 0 0 0 0 0 F>Qf!CAST I-IC SYM30L BOLLAAO. PER SPECS. F>Qf!CAS'T CONCRETE W\-e!'!I.. STOP. 2' WID!! u,:t:, 3• DE!!!P D!!CORA TIV!! COBBL!! WITl-l WEED BAi;>i;>IER FA8i:11C 1.NDE121\EATH SEE DETAL C-8 ON S~T CD-02. ADA ACC!!SSB..!! WALK P!!I! CIVl. !!NGINE!!i:1 DRAWINGS. A'1A Al"~VIIO PA Vl!!lvltNT $YMIOL. l"llrl Ai.lCHTll!CTLRAI.. ®AWING$. . ADA ACCES~ AISLE PER Al<Ci-lTECTL.RAL Di:1AWNGS. 0 EXISTir-G ClRB TO 12!:MAN. 2/24/06 LC 1 CONSTRUCTION°"ANGE:i:1EVISI0N• [sRITi7 CITY OF CARLSBAD ISH~TSI µ~~!j._!~....j..l.J:.~.',Gc'oi;>!!::A~D'.!.!NG~RE:~V:!IS~IONS~~:£.~~~.:_--+--+--_µ.:;a;,~F-u:;,::.J l_:__J . PLANNING DEPARTMENT 1---+---+---=ccc.=c.=-'-'===-='-~-------+---t----+---+----t CONSTRUCTION PLAN FOR• CARLSBAD RESEARCH CENTER LOT-8 AND IRRIGATION ONLY, MitchellS.l'hillippe _AP_P_Ro_v...:EwStid..o~~-----½G:OG 8. INCLUDING PRECISE ~_i•~;:;n: DATE ~ LOCATION OF PLANTING .aA. L1• •::-,,~ .... ~-~~1'~~:-:.:.' I ~~ DATE INITIAL DATE INITIAL DATE INITIAL ~~~DB~~: LC PROJECT NO. I DR:~:~ NO. ~ l------~~r,:=~~~~~------L _________________________________ l_ ________ ~-=-----11=•:•>:'"'~•=11~1 ~•AX:11=•:•lO:"~-=-------==~=~--:R•:o:l•~t•:r~•d:Lo~n:d•:cap:.:•:k:c:h:lt:•c:t _ _J~EN~G~IN~EE~R~Of~WO~R~K~===R~E~Vl~S~IO~N~D~E~S~C;R~IP~T~IO~N~===fO~TH~ER~A~PP~R;OV~A~L:!:~c~ 1 TY~AP~P~R~ov~A~L~~RV~W~D~B~Y=: ~M~P:=====SDP~=0= 5 =-0= 2 ===· ===~:§!J'::'_·. ,-::;: Cert No. 3781 EKp. 11-30-2007 ~ PILE w 884 LC-01 PLOT DA TE• 3/14/06 @) ' [I I ' ! I ' I ,I! ' ' ' ' ' i I I I !I I/ ,· !/ ,, I' ,, GENERAL CONSTRUCTION NOTES: ---- L T>-1:SE: PLANS WE:RE: PQE:PAl<E:D USNG BASE: NFOl2MATION Pi:11::PAREO BY AUSTN VE:L.M ROBBINS PARTNE:i<S AND PARTNEl<S E:NGNE:E:RING. Tl-IE: CONTRACTOR IS i:11::SPONSIBLE FOR VERFYING Tl-IE: ACCURACY OF Tl-!IS BASE COMPARED TO ACTUAL FIELD CONDITIONS PRIOR TO 0RDERNG MATERIALS A1'0/0R BEGII\NNG WORK AND IMMEDIATELY NOTIFYING Tf-E LA1'0SCAPE ARCI-IITECT OF ANY DISCREPANCIES. IN Tl-IE EVE:NT Tl-!AT Tl-IE CONTRACTOR FAILS TO VERIFY Tl-e ACCURACY OF Tl-IE BASE: INFORMATION AND/OR FALS TO IMMEDIATELY NOTIFY Tl-IE LANDSCAPE ARCl-!ITECT OF DISCREPANCIES PRIOR TO ORDERING MATERIALS A1'0/0R BEGlr-.NNG WORK, Tf-EN Tl-IE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ANY AND ALL ADDITIONAL LABOR AND MATERIALS AS Di;?ECTED BY Tl-IE LANDSCAPE ARCI-IITECT TO RESOLVE SUCI-I DISCREPANCIES AT NO ADDITIONAL COST TO Tl-IE OWNER. 2. Tl-IE CONTRACTOR IS RESPONSIBLE: FOR DETERMNNG Tl-IE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCU\IG WORK. I-IE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WI-IICI-I MIGi-iT BE OCCASIONED BY 1-!IS F'AUJRE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL L.NDERGROLND UTILITES. 16'-8" 7'-4" -------~ -~ i, l I'-BASE: Ll\le! i ! FACE: OF WALL I I l I . ..f 9 CCI -- • N CD ") Ill :t 12·-o· o·-o 2'-0" TYP. -~-..... ., .. -··· ... I I I i-· . ·~··-· ,._ --·~·~·· I I 10·-o· 24'-0" ':?"-'/,~:h":?-.',-;,o,,.:-_10:~;:,)::/ pJ's'~ . 22'-11" 3'-0" \ \ \ \ \ \ -~ . . . . . -·;---·-~·-. --~••-.·--·····•·"-~I I I / / . \ ' \ \ \ \ \ -0 ~ m ~ ~ 0 ";9. ~ "' ~ ~ :,..\ ~ :z I I ! \ I \ ~ "-:f.. ' \ CONSTRUCTION LEGEND: SYMBOL DESCRIPTION . • . . . . • NTEGRAL COLOR CONCRETE, f.EAVY SANDBLAST FINIS!-! WITI-! SAWCUT JOINTS AS SHOWN AND MATTE FINISH SEALER. 4' TI-ICK AT PEDESTRIAN AREAS, 6" Tl-!ICK AT VEI-ICULAR AREAS. 4" INTEGRAL COLOR CONCRETE, MEDILM TO HEAVY SANDBLAST FINISH PER SPECS. SAWCUT J0NTS AND MATTE FNSH SEALER. 4" INTEGRAL COLOR CONCRETE. MEDIUM SANDBLAST FINISH AND "SHARK GRIP" SEALER. 4" NATURAL COLOR CONCRETE WITI-I LIGl-!T BROOM FINIS!-!, TOOLED JONTS 3" LA YE:R DE:C0RATIVE: COBBLE: OVER WEED BARRIER FABRIC. SEE DETAIL C-8 ON S>-1:E:T CD-02. P.A. PLANTING AREA ----PROPERTY LINE 0 ~ ~ □ 0 0 I-IIDDEN EXPANSION JONT, SEE DETAIL C-I ON ~ET CD-0I. SAWCUT SCORE JOINT, SEE DETAIL C-3 ON SI-IEET CD-OI. 6" WIDE MOW CURB, SEE DETAIL C-7 ON S,-EET CD-OI. KEYSTONE WALL PER CIVIL ENGINEER DRAWNGS STORM DRAN PER CIVIL ENGNEER DRAWNGS TRASI-I RECEPT AGLE PER SPECS. BIKE RACK PER SPECS. TABLE E Cl-!AIRS PER SPECS. SQUARE PLANTER POTS PER SPECS. LARGE ROUND PLANTER POTS PER SPECS. SMALL ROLND PLANTER POTS PER SPECS. BENCI-I PER SPECS. ALIGN CONSTRUCTION NOTES: 0 0 0 0 0 0 0 0 0 0 3' WIDE BAND OF 12" X 12" PRECAST DETE:CTABLE WARI\ING TLES PER SPECS. CONCRETE STEPS PER S.D.R.S.D. M-26, INTEGRAL COLOR CONCRETE ST AIRS WITI-! ANODIZED ALIJMINJvl HANDRALS. C.IP. SEA TWA.LL WITH POLISHED FNISI-I AND STONE SLAB CAP TO MATCI-I LOBBY PER ARO-UECTURAL DRAWINGS. 2" WIDE AND 3" DEEP DECORATIVE COBBLE WITI-! WE:ED BARRIER FABRIC UNDERNEATI-!, SEE DETAIL C-8 ON SHEET CD-02. CONCRETE WALKWAY AT ZERO CURB. PER CIVIL ENGNEER DRAWINGS. ADA ACCESSBLE WALK PER CIVIL ENGlt\EE:R DRAWINGS. C.I.P. SEATWALL WITI-! POLIS,-ED FINIS!-! AI\O STOt\E SLAB CAP TO MATCI-I LOBBY PER ARCI-UTECTURAL DRAWINGS. ALSO SEE DET Al.. C·IO ON S>-EET CD-02. RAISED PLANTER PER ARCHTECTURAL DRAWINGS. MODULE: FENCE SYSTEM PER SPECS. FENCE POST FOOTING SEE DETAL C-9 ON SI-EET CD-02. C.1.P. CURB WITH STONE VB-.EER PER ARCI-IITECTIJRAL DRAWINGS. 1----+--+------------+---+--+---+------l I SH~ET I CITY 01,: CARLSBAD I SH~TS I ;::::==~==::::PL::A:::N:::N:::IN:::::G=D::::EP:::A::::R:::::T::::M:::E::::N::::T===...::::==<~~ CONSTRUCTION PLAN FOR• CARLSBAD RESEARCH CENTER LOT-6 APPROVED FOR PLANTING AND IRRIGATION ONLY, Wi!cl'oll S. Phillippe // INCLUDING PRECISE C~JFJ;:;' __ _.s:';H[:n~~L_ _____ DA-TE't--OS: ~ LOCATION OF PLANTING ♦-~ ....._.~~~~~P.._ .... _... ~~~s~~~T PLANNING DIRE~;~:ECT NO. DRAWING NO. ~o".5 ~• '970F""'"'8n"°,... s.,o .... CA .. 103 AttM::::f'>~ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY LC A r,EAS (619)_,.. FM(619)57....., Registered Landscape Architect ENGINEER OF WORK REVISION DESCRIPTION : p SOP 05-02 43191.. " L ______ ::i-::::.'.::::::~·~-----J ______________________________________________ .:_ ___________________ .::::. ___ :Ce:c~t~No:-~37:B:1~E:,p~--1~12-30:-2:oo:s:..._.f~~~~~~===~~~==~~~==~~===::±~O~TH~E~R~A~PP~R~OV~A~L±~C~IT~Y~A~P~PR~O~V~AL~~RV~W~D~B~Y~:~M~=~========~===·==~Jg FILE " fl84 LC-02 PLOT DATE• K)/I2/05 ~ \..,6 -I \o ,...... : ~--------~ ii/✓ 6 )----.. l--,-'~-.3,...---"'~' --'k. -;;_4-.,...., r"-~,"'i:,-~------,---1 ~.,._-'I,. :r 7 ---- 4, 4 4 .. CD 3/16" SAWCUT • 3/4" DEPTI-I • <1 4 ~ COMPRESSIBLE BACKE!< 120D WITI-I .. <Ill. 4 ,4 . 4 <t4 .. 4 ., .. .. .. .;. d ·4 w . ... ,, 4 ® SLEEVE ONE SIDE CENTEl2 IN SLAB SPEED DOWEL SLEEVE SYSTEM \.!:) SEALANT PEI< MANUFACTUl2Ei<'S SPECS. @ 18' L.ONG. A4 STEEL. DOWEL. • 18" O.C. @ 3" DEEP FOAM EXPANSION JOINT FILLEI< CZ) CONCl<ETE PAVEMENT IA\ FNISH SURFACE. ANISI-I MA TEl<IAL \:!I VAl<ES-SEE PLANS HIDDEN EXPANSION JOINT CD CONC. PAVING FINISI-I PEI< PL.AN ~ CONFll<M THICKNESS e REN". WITH \.!:) GEOTECH. 12EPOl2T @ 1/8" l<ADIUS APPROVED FOR PLANTING @ ASPI-IAL.T PAVING PEI.? CIVIL. DRWGS. ® PAVING BASE PEI< CIVL DRWGS AND GEOTECI-I. 12EPOl2T @ COMPACTION PEI< GEOTECl-l l<EPOl<T I-Q. w 0 I-z w 2 w ~ Q. 2 3 • 6 • (i"\ FINISI-I SUI.FACE. ANISI-I MA TEl21AL \..:.I VARIES-SEE PL.ANS. . : .. · .. • d w d w .... . . . . .. _ .... · ... : ® COMPl<ESSIBLE BACKE!< 120D WITI-I NO BOND TO SEAL.ANT. :r I-~ I-m 2 ~ Q. @ 1/4" DEPTI-I @ 18' LONG, A3 DOWEL W/ SLEEVE ONE END. @ SEAL.ANT AND Pi2IMEl2 PEI< MANUFACTLREl<'S SPECS. MATCI-I COL.012 OF SEAL.ANT W/ ADJACENT SURFACE. r-:i'\ EXPANSION FEL. T JOINT FIL.LEI< TO \.!.,I FUL.L. DEPTI-I OF PAVEMENT. JONT SI-IAL.L. BE STl2AIGI-IT AND Ti<UE, T'YP. @ 1/8" l<ADIUS @ CONCRETE PAVEMENT. EXPANSION JOINT q • q • q i' q • <l q • q • • ~ q " • • q • CD FINISI-I SUl<FACE. ~ TOOL.ED SCOl<E JOINT 1/4" l<ADIUS, T'YP. \.!:) JOINT SI-IALL. BE STRAIGHT Ai'O Tl<UE, T'YP. @ CAST-IN-PL.ACE CONCRETE PAVNG. IA\ DEPTH OF TOOL.ED SCORE JOINT TO BE \:!I 1/4". 4 q q. • "' q TOOLED SCORE JOINT §6 ~COION -•-, " CR -L T 6 3 -1 -0 LANDSCAPE IMPROVEMENTS C-TOOLEDBCRJNT ~ ~ ~ ~ ~ > <( Q. 0 I- ~ ~ (/) ;,!; <( > L- . •· . . ... ", . ..... ·. .... ~ ... ·.,. . . . .. .. ... . • • • • .&· • . -.... CD SAWCUT JOINT @ CONCRETE PAVING, FINISI-I PEI< PL.ANS 2 (i"\ u3 REBAR • 24' O.C. BOTI-I WA 'YS \..:.I (CONFll<M WITI-I GEOTECH. 12EP012T) @ P.C.C. SL.AB @ FINISI-I PER PLANS 3 4 5 @ 1/2' RADIUS zCD ~a <( :r ...J (J) " " ..... "' ® BASE AND COMPACTION PEI< GEOTEC~ICAL. REPORT SCORE JOINT CONCRETE PAVING CD Sl-li<UB Ai<EA ~ .,3 12EBAR CONT. OVEl<L.AP \.!:) 12" • AL.L. SPLICES @ SMOOTI-I TROWEL. FINIS\-1 @ 1/2" RADIUS @ TUl<F Al<EA @ CONCl<ETE MOW CURB r-:i'\ COMPACTION PER \.!.,I GEOTECHNICAL.REPOl<T GENERAL NOTE• L.OCATE EXPANSION JOINT• 48' O.C. CONCRETE MOW CURB LANDSCAPE IMPR LANDSCAPE IMPR f'SHEE11 CITY OF CARLSBAD 1----1---1------------------1-----+---t----t-----1 ~ PLANNING DEPARTMENT 1----1---1------------------1-----+---t----t-----l CONSTl2UCTION DETAIL.$ FOi<• CARLSBAD RESEARCH CENTER LOT-6 AND IRRIGATION ONLY, Yitchell s. Philliw, _AP_P_Ro_v__,E ..ctQ.n-L-=-----/ /-q,OS-o INCLUDING PRECISE C~]F];;;' 1----+----+----------------+---t------+---+---t ASSISTANT PLANNING DIRECTOR DATE ~ ♦ VAN DYKE LLP "' LOCATION OF PLANTING ;,., '-~!=.,'!:!'"....""""s!'Z..'6."':.~ \ 41t1kt,:;=,/~ 1----0A-TE----l-1N-1r-1A-L--1--------------------l:~o_A-r~E~~-1-N_1-r,_A-L~:~o~AT~E~~~,N~1r_1-A_L--:: g~~D si~=-=-..,,L~c:-=.-= PROJECT No. DRAWING NO. 8 (619)......... FAX(6t9)674--0626 or 01. Registered Londscope Architect ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL RVWD BY: MP SOP 05·02 431-9L. " L-----~A::R:E~A:S::.• _____ j _________________________________________ .:_ _________________ ..:::=---~C:•r:t~No:·~3:7:81~E:•:P·•'~1:-:J0-=200:.5 _ _!::;::;:::;::;::;::;:=====================Cl::TY:A::P::PR::;O;VA;:L=:====================~;'. PLOT DATE• l0/12105 FILE u 884 CD-01 2·-0· . • --3 4 • 0) 5 rj\ BLDG. WALL / FOOTING r:;\ 3" LA YER MULC~ PER \V ~ SPECIFICATIONS r,:;-, 21 SLOPE MIN. (2\ WEED BARRIER FABl21C PER \_!:) I,,:::!) SPECIFICATIONS @ ONE LAYER DECORATIVE COBBLE 2"-3" DIA. COVER ALL BARE GROUND , ~ COBBLE BAND AT BLDG. C-81------------------,~R~E~=r.~T~lln ~N '-, 1-112".1·-o· LANDSCAPE 1MPRQO_tJiP~r~ -C--COBBI.EBAND APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. PLOT DA TE• 10/12/05 i > b (X) 0 l- b ¼- ,. I, 1 I, I, . . 12" DIA. CD MODULAR FENCE PER SPECS. r,:;-, RECTANGULAR POST \.!:) PER MANUFACTURER'S SPECS. @ C.1.P. CONCRETE FENCE POST FOOTNG. DEPT~ VARIES PER MANUFACTURER'S STRUCTURAL $~OP DRAWINGS. 6'-3' TYP. I, • 1 I r----------l J.-L -----, I cLL ' ! I LJ., LC:.----- ---I 2 3 r:;\ BASE AND COM"ACTION PER GEOTECI-INICAL ~ REPORT. (2\ 3'-0" (VARIES PER MANUFACTURER'S I,,:::!) STRUCTURAL S~OP DRAWINGS. PATIO FENCE AND FOOTING (§9 ~ECTION -C -LOT 6 N. T.S. LANDSCAPE IMPROVEMENTS (..'-MODULE HENCE! VANDYKELLP t..andlcfJpt~ Planning UlbanOeelgn wa--Mar._..,.,1 2970 Fifth Aveooe #240 San Diego, CA 92103 (619) 294-8484 FAX (619)e74-0628 Mitchell S. Phillippe CERTIF"ICATE NO. 3761 .,..,... ~ -II'. -----:-,,,'¼-'-( or o\.\~ 1------1---1-----------+---1----+--+----1 f'SHEITl CITY Or C 1\RLS BAD ~ L=--.J PLANNING DEPARTMENT ~ .#A~h .:z:;y~L4,<?2..__ 1----1------+---------------+--+--=---+-----=,......+----=,-,--I = DATE INITIAL DATE INITIAL DATE INITIAL Registered Landscape Architect ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL Cert No. 3781 Exp. 11-30 2005 CONSTRUCTKlN DETAILS FOR• CARLSBAD RESEARCH CENTER LOT-6 APPROVE! /~,, I 1-1-os-.I ASSISTANT PLANNING DIRECTOR DATE DWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: LC SDP 05-02 RVWD BY: MP 431~9L FILE tt 884 CD-02 0 Q 0) ?i . '° 0 " r-.a ci > \M ~ ~ -.... ' \0 ........ ~ '-"I 19 Si-a 18 si-a 8 Si-113 8·30 8-28 --Bil .. &ii / ......... , .. .....- I I ! I 4 SH8 SYMBOL• IZ0 B 0 ® M ~ ~ EB .. -. I I I 8-1 I 1112· MANI.F ACTU<ER• MODa N.JMBER• EXISTING FEBCO 825 YA WLKU\JS MODa 500 SERIES GRISWOLD 2250-E RAMIRO NIBCO TM595-S6·R--66 NELSON 7645 IRRITROL 700 SERIES IRRITROL 700 SERIES 8-4 TRE I" DESCRPTION• I VT WATER Mj=TER 2" BACKFLOW rREVENTION DEVICE T PRESSURE ~EGULATNG VALVE T NORMALLY fLOSED MASTER VAL VE ~~;~: ::~~~:::~:=~I:) CONTROLLER> OUCK COUPLNG VALVE (W/ NON POTABLE> \ ', .... --. ' ··•· .... -...\-··· _,_,.---~·., __ _ .. . \ ---\ "\ -------~-----., \ \ . ' \ \_ ' \ ' ' • -;i __ , ~. TRE ' \ SHB.\ \\ " 12 1 SH8 Ii I . I ·L'lJJJlJWJJlJl./1 ~----------· DISCLAIMER: THIS PRODUCT IS INTENDED SOLEY FOR LANDSCAPE PURPOSES. IT WAS PREPARED UTILIZING BASES PREVIOUSLY PREPARED FOR OTHER PRODUCTS. THIS IS NOT A LAND SURVEY PRODUCT. THIS PRODUCT SHALL NOT BE USED FOR ENGINEERING DESIGN AND/OR CONSTRUCTION PURPOSES. POTI-IOUNG IS RECOMMENDED BEFORE ANY DIGGING. NOTE: MAINLINE LOCATED ONE FOOT FROM FACE OF CURB OR SIDEWALK UNLESS OTHERWISE NOTED. 'AS-BUILr ,lt«'lcti f'/~ o ~ . ,;, I/ z. ~ / c 7 -=s°"JG=c-N:--:-A-:=T,-::UR=-:E=-'----IPP""""':e-----' DATE ' TITLE: ~~ Pi. REVIEWED BY: . "t INSPECTOR DATE 0 10' 20' ELECTRIC CONTROL VALVE CONSTRUCTION CHANGE REVISION • fsHEITl C TY OF C RLS B D 2/22/06 LC 2/24/06 LC 0 SEE SPECS. SEE SPECS. DRP VALVE ASSEMBLY wt OMNI REG i--==-.c..=t--='--J-'-"->---,~"'~ccA~;~;-:!="uc~RE=T~-;.;:I~=1~::='I--IANGE!""s..c...c..c-"-'-'REV='-'ISION=-'-·----t------t---t----t-----1 ~ I PLANNING DEP~TMENT A· SPARE WRE BOX HARDSCAPE FINISH=S REVISION AS-BULT IRl<IGATION PLAN FOi<• -. iA!B! UNITED GREEN CA2-R8I-24• 3211-FS TECH -I50/RSE ---APPROVED 24•32 ST A TION CONTROLLER ASSEMBLY SITE FURNIS!-ING CLARIFICATION CARLSBAD RESEARCH CENTER WITH FLOW SENSOR SITE A.IRNISHING V.E IRRIGATION CONDUIT CONSTRUCTION CHANGE LOT -6 APPROVED FOR PLANTING ---APPROVED IRRIGATIONSLEEVE(SEESPECS.) CONSTRUCTIONFIELD~NGE 6/5106 LC 8/1/06 LC 9/19/06 LC 9/26/06 LC I0/19/06 LC -- 0 AS-BULT AND IRRIGATION NL Y, ----APPROVED Pvc CL31ssE NON-POTABLE PRESSURE SUPPLY LNE (PURPLE PIPE> u;1c1-o11 s. FhiIIippe ___ ......,.;,im...L,_c ~-"-------. /-.n-o? 0 ,_ CERTIFICATE --Q INCLUDING PRECISE --jE=~~g~~~~~~~~~~~~ STATION NUMBER V D ""· 3781 ASSISTANT PLANNING DIRECTOR DATE :~ LOCATION OF PLANTING @~ GALLONS PER MINUTE AN y KE //1,~ ~,.. DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. l9_; __ !_ PLANT MATERIAL TYPE LANDSCAPBARCHITECTS OF u1.\\ ~ CHKD BY: YH SDP 05-02 43I_9L u L _____ ..:.A..:.R.:.E::A..:.S:.;,. ______ J.. _____________________ E_L_E_C_T_R_1c_c_o_NT_R_o_L_v_A_L_v_E_s_1_zE _____________________________________ ~=-~_:·_~_·'._·~-7-~ 0 -1°_~=.:.~-~P_(_.":_3g_~_1i ... g~_l_...::EN:G:IN:EE=R=Of=WOR=K====R=E=V=l=S=IO=N=D=E=S=C=R=IP=Tl=O=N====::::OT:HE;;:R:A:P:PR;:O:VA:L:;:::C:IT:Y:A:PP:R:OV:A:L:::::R:VWD=·=B=Y=:=fvP==================:.J~; . FILE • 884 Ll-01 12/18/06 CF PLOT DA TE• 1122/07 , ...0 r 18 Si--113 14 Sl-18 14 Si--113 5 TRE B-2 1· 8-24 • ! . I [gj ~ II AS-BUILT IRRIGATION LEGEND: SYfv18Q_, MAN..F ACTIJRER, MODEL Nl-MBE:R, DE:SCRIPTION, @ EXISTING 1112" WATER METER l2l2l FEBCO 825 YA T BACKFLOW PREVE:NTION DEVICE B WILKINS MODEL 500 SERES 2' PRE:SSURE REGlLATING VALVE " GRISWOLD 2250--e 2" NORMALLY CLOSED MASTER VALVf:. ® RAIN:llRD I 112' R-OW SENSOl2 CPl20VIDED WI CONTl20LLE:12l M NIBCO TM595-S6-R-66 !SOLA TION BALL VAL VE CLIJ\E SIZEJ ~ NELSON 7645 QUICK COUPLING VALVE CW/ NON POTABLEJ ~ IRRITROL 700 SERIES f:.LECTRIC CONTROL VALVf:. EB IRRITROL 700 SERIES DRIP VAL VE ASSEMSL Y W/ OMN REG 0 SEE: SPE:CS. SEE: SPECS. SPARE WIRE BOX IAIBI i.NITE:D GRE:E:N CA2-RBl-24+32l1-FS 24•32 STATION CONTROLLER ASSEMBLY TE:Cl-l -150/RSE WITl-l FLOW SE:NSOR ---APPROVE:D IRRIGATION CONDUIT APPROVED FOR PLANTING ---APPROVED IRRIGATION SLEEVE <SEE' SPECS.) DISCLAIMER: THIS PRODUCT IS INTENDED SOLEY FOR LANDSCAPE PURPOSES. IT WAS PREPARED UTILIZING BASES PREVIOUSLY PREPARED FOR OTHER PRODUCTS. lHIS IS NOT A LAND SURVEY PRODUCT. THIS PRODUCT SHALL NOT BE USED FOR ENGINEERING DESIGN AND/OR CONSTRUCTION PURPOSES. POTHOLING IS RECOMMENDED BEFORE Am DIGGING. NOTE: MAINLINE LOCATED ONE FOOT FROM FACE OF CURB OR SIDEWALK UNLESS OTHERWISE NOTED. ' -1!'1 ' l!'I Si--113 "AS-BUILT' SIGNATURE TITLE: ~ -~ -\d,e,, ..,_ REVIEWED BY: INSPECTOR DATE 2/22/06 LC CONSTRUCTION Cl-lANGE' RE:VISION - 2124/06 LC CONSTRUCTION CHANGE REVISION - GRADNG REVISIONS =i--=-=--+'-'~~~~~c:c===~--+---+--l----il----1 I SHE7ET I CITY OF CARLS Bl\D ~ PLANNING DEPARTMENT ~ ::=='-==========::::'...'::==; 6/5/06 LC 811/06 LC 9/19/06 LC 9126/06 LC 10/19/06 LC s HARDSCAP!:: FINISI-IES REVISION • SITE FLl21\1SHING CLARACA TION • SITE A.RNISI-IING V .E. e CONSTRUCTION Cl-lANGE T CONSTRUCTION FlaD CHANGE' AS-BU. T IRRIGATION PLAN FQR, CARLSBAD RESEARCH CENTER LOT-6 AND IRRIGATION ONLY, APPROVE:D PVC CL315ElE: NON-POTABLE PRESSURE SUPPLY LINe CPURPLE PIPE> Mitchell S. lllillippe /.-:§Yr07 ,_·; CERTIFI CA l[ I INCLUDING PRECISE NO. 3701 ASSISTANT PLANNING DIRECTOR DATE ~ 12/18/06 Cf AS-BUILT @ STATIONNUMBE:R VAN DYKE ~p~ LOCATION OF PLANTING ~) ~~~~_:,'.~~I~~;:E LANDSCAPE ARCHITECTS R _ t d L d " ht t DATE INITIAL REVISION DESCRIPTION DATE 1N1T1AL DATE 1N1TtAL g~~08;~,~rMP=l-l-P:0~~:_;2°· I DR:::~ NO. ~ l ______ .!.~~::~~~~-------j ___ ::;:~~---=============:E:L:E'C:TR:l:C~C~O:N~TRO:L~V~A:L:VE::S:IZ~E:_ ______________ _: _________________ ::::. __ ~:•g~,~•:or~•.:~o~n:•:co~p:•:c:, :•:c--~E~NG~IN~E~E~R~O~F~WO~RK~===~==~~~~~==~====:±:O~TH~ER~A=P~P~RO~V=AL~=Cl=TY=AP:P:R:OV~A:Lf:R~V:W:D::BY=:===:::;========;:· ::::::;;:~!,Je.· Cort No. 3781 Exp. 11-30-2007 ~ FILE o 884 Ll-02 PLOT DA TE• 1/22/07 ' -.,. IRRIGATION CONSTRUCTION NOTES: e e e 0 LOCATE THE NEW WATER METER INSTALLED BY Tl-lE CARLSBAD MUNICIPAL WATER DISTRICT. VERIFY THAT Tl-IE STATIC WATER PRESSURE AT THE METER IS 105 P.S.I. IF THE STATIC WATER PRESSURE IS NOT 105 P.S.I. IMMEDIATELY NOTIFY Tl-lE LANDSCAPE ARCl-llTECT OF Tl-lE DISCREPANCY IN WATER PRESSURE. IF Tl-lE CONTRACTOR FAILS TO NOTIFY THE LANDSCAPE ARCl-llTECT OF ANY STATIC WATER PRESSURE DISCREPANCIES Wl-lEN SUCl-l DISCREPANCIES EXIST Tl-lAN Tl-lE CONTRACTOR Sl-lALL BE LIABLE FOR ANY ANO ALL MODIFICATIONS REQUREO TO Tl-lE IRRIGATION SYSTEM AS DIRECTED BY Tl-lE LANDSCAPE ARCHITECT AT THE SOLE EXPENSE OF Tl-lE CONTRACTOR (NCLUDING PLJIAPS ANO PUMP INSTALLATION. ONCE STATIC WATER PRESSURE IS VERIFIED ANO/OR RESOLVED CONNECT TYPE K COPPER PIPE TO Tl-lE NEW WATER METER AND EXTEND AS Sl-lOWN TO Tl-lE BACKFLOW PREVENTION DEVICE. INSTALL BACKFLOW PREVENTION DEVICE, PRESSURE REGULATING VALVE, NORMALLY CLOSED MASTER VALVE AND FLOW SENSOR PER DETALS ANO EXTEND PVC CL315BE PURPLE PIPE FROM THE FLOW SENSOR AS Sl-lOWN ON Tl-lE IRRIGATION PLANS. LOCATE ALL IRRIGATION EQUIPMENT SHOWN WITl-l IN PLANTER AREAS WITl-llN Tl-lE MANTENANCE BOUNDARY FOR LOT 6. TI--E CONTRACTOR TO LOCATE ANO VERIFY Tl-lAT 120 VOLT ELECTRICAL POWER SOLRCE IS AVAILABLE: AT Tl-lE PROPOSED CONTROLLER LOCATION (REFER TO IRRIGATION PLAN FOR APPROXIMATIE LOCATION), PRIOR TO ORDERING MATERIALS ANO/OR BEGINNING WORK. Tl-lE CONTRACTOR TO INSTALL IRRIGATION CONTROLLER AS SPECIFIED PER DETALS. THE CONTRACTOR IS RESPONSIBLE FOR ALL ELECTRICAL CONNECTIONS FROM Tl-lE ELECTRICAL POWER SOURCE TO THE CONTROLLER, ALL WIRE CONNECTIONS TO EAcµ ANO E:VERY ELECTRIC CONTROL VALVE ANO DRIP VALVE: ASSEMBLY, ALL WIRE CONNECTIONS TO Tl-IE TERMINAL STRIP. ALL WIRE CONNECTIONS FROM Tl-lE MASTER VALVE ANO FLOW SENSOR TO THE TERMINAL STRIP AND FOR LABELING ALL WIRE AT BOTH TERMINAL ENDS WITl-llN I INCl-l OF Tl-IE END WITH Tl-lE PROPER ST A TION NUMBER. Tl-lE CONTRACTOR IS ALSO RESPONSIBLE FOR INSTALLING ALL SPARE WIRE FROM Tl-IE CONTROLLER TO Tl-lE SPARE WIRE BOX AT Tl-IE LOCATIONS SHOWN ON THE IRRIGATION PLAN. ALL WORK Sl-lALL CONFORM TO LOCAL GOVERNU\IG cooes ANO REGULATIONS. THE CONTRACTOR IS RESPONSIBLE FOR INST ALLING SLEEVES FOR IRRIGATION LATERAL LINE ANO PRESSLRE SUPPLY LINE UNDER HAROSCAPE PRIOR TO THE CONSTRUCTION OF THE CONCRETE PAVING AND/OR AS~AL T DRIVEWAY. IF Tl-lE CONTRACTOR FALS TO INSTALL Tl-lE SLEEVES AS Sl-lOWN ON IRRIGATION PRIOR TO Tl-IE HAROSCAPE CONSTRUCTION, THEN TI--E CONTRACTOR IS RESPONSBLE FOR ANY ANO ALL EXPENSES OF TRENCHING ANO PATCHING THE CONCRETE PAVING AND/OR ASPHALT DRIVEWAY DIRECTED BY THE LANDSCAPE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. BEFORE GRADING OPERATIONS BEGIN CONTRACTOR Sl-lALL BE RESPONSIBLE FOR LOCATING EXISTING PRESSURE SUPPLY LINE AND REMOTE CONTROL VALVE WIRES IN Tl-llS APPROXIMATE LOCATION. AFTER VERIFYING THE WATER AT Tl-lE BACKFLOW PREVENTION DEVICE 1-lAS BEEN Sl-lUT DOWN. CUT AND CAP BOTH ENDS OF THE PRESSLRE SUPPLY LINE. THEN LOCATE THE DOWNSTREAM SIDE OF PRESSURE SUPPLY LINE AND WRES IN VALVE BOX AT FINISH GRADE. THE UPSTREAM PRESSURE SUPPLY LINE SHALL BE ABANDONED IN PLACE, ONCE NEW PRESSLRE SUPPLY LINE ANO WIRES HAVE BEEN INST ALLEO PER PLAN, CONTRACTOR SHALL THEN BE RESPONSIBLE FOR THE RECONNECTION OF BOTl-l EXISTING PRESSURE SUPPLY LINE AND EXISTING WIRES TO NEW PRESSURE SUPPLY LINE AND NEW WIRES AT THIS LOCATION PER SPECIFICATIONS AND DETAILS. CONTRACTOR SHALL ALSO BE RESPONSIBLE: FOR E:XTENDING REMOTE CONTROL VALVE WIRING TO NEW VALVES IN SAME NUMERIC SEQLENCES AS SHOWN. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING LATERAL LINE FOR ROTORS IN THIS APPROXIMATE LOCATION. AFTER LOCATING LATERAL CONTRACTOR Sl-lALL CUT LATERAL AND CAP THE DOWNSTREAM PORTION OF PIPE LOCATNG IT IN A ROUND VALVE BOX FOR FUTURE USE. ONCE NEW LATERALS ANO ROTORS ARE INSTALLED AS SHOWN, CONTRACTOR SHALL USE THIS CAPPED PORTION OF Tl-lE LATERAL TO RECONNECT THE DOWNSTREAM SECTION OF IRRIGATION HEADS FOR THIS ZONE. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ADJUSTING EXISTING IRRIGATION HEADS IF NECESSARY TO ACf-llEVE f-lEAD TO HEAD COVERAGE. CONTl<ACTOR Sl-lALL LOCATE EXISTING VALVES 17 e 18 IN THIS APPROXIMATE LOCATION. AFTER LOCATING VALVE 17 e 18, CONTRACTOR Sl-lALL Tl-lEN REMOVE THE VALVES AND ALL Tl-lEIR COMPONENTS BUT PROTECTING EXISTNG WIRES, CONTRACTOR SHALL THEN INSTALL NEW STATION 17 E 18 VALVES EI-EADS PER PLANS, SPECIFICATIONS AND DETAILS AS SHOWN. CSEE LEGEND FOR MODEL NUMBER). ONCE VALVES HAVE BEEN INSTALLED CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONNECTION OF EXISTING WIRES TO NE:W VALVES IN SEOLENCE Sl-lOWN. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING 3' PRESSURE SUPPLY LINE: OUTSIDE OF RIGHT OF WAY, AFTER Sl-lUTTING DOWN WATER SOURCE CONTRACTOR 81-lALL Tl-lEN CUT NTO EXISTING PRESSURE SUPPLY LINE AND USING ALL APPROPRIATE FITTINGS NST ALL NEW PVC CL 315 3' PRESSURE SUPPLY LINE AND EXTEND AS SHOWN. HYDRAULIC WORKSHEET FOR Carlsbad Research Center Lot 6 512512001 Static Pressure Obtained From: Gail Jones, Senior Office Specialist, Public Works Water/Sewer, Maintenance and Operations, 760-438-2722 ext 7134 CLASS: SIZE: LOSS: 1100 LENGTH: GPM: SERVICE LINE: "K" 2" 0.9 0.150 15 @ 79 WATER METER: NIA 1 112" NIA NIA NIA @ 79 BACKFLOW PREVENTION DEVICE NIA 2" NIA NIA NIA @ 79 PRESSURE REGULA TOR NIA 2" NIA NIA NIA @ 79 MASTER VALVE: NIA 2" NIA NIA NIA @ 79 FLOW SENSOR: NIA 1 112" NIA NIA NIA @ 79 PRESSURE SUPPLY LINE 1: CL315 3" 0.7 0.800 80 @ 79 PRESSURE SUPPLY LINE2: CL315 2" 1 11.200 1120 @ 33 CONTROL VALVE: NIA 1 112" NIA N/A NIA @ 33 LATERAL LINE: CL200BE N/A N/A N/A N/A @ 33 FITTINGS: NIA NIA N/A N/A N/A @ 33 FEET: Elevation @ Meter: 307 Elevation @ lowest/highest point: 311 4 TOTAL LOSS THROUGH SYSTEM: PSI REQUIRED @ HEAD: SUBTOTAL: PSI AVAIABLE LESS 10%: Pressure remained: 100 PSI LOSS: 0.14 12.8 13 7 3 1 0.56 11.20 1.35 5.00 2.00 1.73 55.17 25.00 80.17 90.00 9.83 GENERAL IRRIGATION NOTES: I. THIS IRRIGATION SYSTEM 1-lAS BEEN DESIGNED AND WLL BE INSTALLED FOR THE CONVERSION FROM POTABLE TO RECYCLED WATER IN TI--E FUTURE. PLEASE SEE RECYCLED WATER NOTES ON TITLE 81-lEET FOR FURTHER CLARIFICATION, 2. THE IRRIGATED AREA TO BE SERVED Tl-lROUGH THE WATER METER IS 44,816 SO. FT. OR L03 ACRES AND HAS A PEAK FLOW THROUGH THE METER OF 79 GPM. THE ESTIMATE OF YEARLY WATER IS 2.61 ACRE FEET. SERVICE PRESSURE AT Tl-lE METER IS 105 P.S.I. 3. ALL IRRIGATION DESIGN 81-lOWN ON RRIGA TION PLANS ARE FOR DIAGRAM1,1A TIC CLARIFICATION. THE CONTRACTOR IS RESPONSIBLE FOR INST ALLING ALL PRESSURE SUPPLY LINE, LATERAL LINE, BALL VALVES, ELECTRIC CONTROL VALVES, QUCK COUPLING VALVES ANO SPARE WIRE BOXES WITl-!IN Tl-IE ADJACENT PLANTING AREA. 4. INST ALL TORO DRIP TUBING WITH TORO TURBO-SC EMITTERS AT Tl-IE LOCATIONS SHOWN ON Tl-IE RRIGA TION PLAN PER THE FOLLOWING SC>-IEDULE• PLANT MATERIAL• I GALLON SHRUB 5 GALLON Sl-lRUB 15 GALLON SHl<UB 24" BOX TREE EMITTER MODEL NUMBER• DPJ-02A DPJ-02A DPJ·04A DPJ-04A QUANTITY OF EMITTIERS• 2 2 3 4 THE CONTRACTOR IS RESPONSIBLE FOR FLUSHING NON PRESSURE LATERAL LINES ANO/OR DRIP TUBING PRIOR TO INSTALLATION Of EMITTER TUBING AND EMITTERS, ANJ FLUSHING ONCE AGAIN AT EACl-l FLUSH VALVE ASSEMBLY ONCE THE EMITTER TUBING AND EMITTERS IS INSTALLED. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING ALL PLANT MATERIAL LOST DUE TO CLOGGED NON-PRESSURE LATERAL LINE, EMITTER TUBNG OR EMITTERS DURING THE CONSTRUCTION PERIOD ANO FOR THE DURATION OF THE MAINTENANCE PERIOD. REFER TO DETAILS FOR INSTALLATION. 5. Tl-!ERE WILL BE NO EXTERIOR DRINKING FOUNTAINS OR OTHER PUBLIC FACILITIES PRESENT IN THE DESIGN AREA. 6. ALL RECYCLED WATER ON THIS SITE WILL BE USED FOR LANDSCAPE IRRIGATION. 7. PROVIDE (2) SPARE WIRES AND (I) COMMON WIRE FROM THE CONTROLLER TO EACl-l SPARE WIRIE BOX SHOWN ON THE IRRIGATION PLANS. REFER TO DETAILS FOR INSTALLATION. 8. IRRIGATION SYSTEMS ARE TO BE INSTALLED AS Sl-lOWN ON THE PLANS AND IN ACCORDANCE WITl-l Tl-lE CRITERIA AND STANDARDS OF THE LANDSCAPE MANUAL AND OTl-lER APPLICABLE STANJAROS AS OF Tl-lE APPROVED DATE OF THESE PLANS. 9, Tl-IE CONTRACTOR SHALL USE ADJUSTABLE ARC NOZZLES TO ACHIEVE COVERAGE IN AREAS WHERE QUARTERS, TI-IIRDS OR HALVES CANNOT EFFECTIVELY IRRIGATE:. IQ, THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ALL OF THE SPRAY HEADS, AFTEI< CONSTRIJCTION, TO ELIMINATE OVER SPRAY ONTO SIDEWALKS AND/OR DRIVEWAYS, I I. THE CONTRACTOR Sl-lALL INST ALL SPRAY >-IEADS PERPENDICULAR TO SLOPE TO AcµIEVE PROPER RADIUS OF THROW PER MANUFACTURER'S RECOMMENDATION. 12. DO NOT INST ALL THE IRRIGATION SYSTEM SUCH AS Sl-lOWN WHEN IT IS OBVIOUS Tl-lA T Tl-lE CONDITIONS DIFFER FROM THE PLANS. WHEN DISCREPANCIES ARE FOUND Tl-IE CONTRACTOR IS RESPONSIBLE FOR IMMEDIATELY NOTIFYING THE LANDSCAPE ARCHITECT. IF THE CONTRACTOR FAILS IMMEDIATELY TO NOTIFY THE LANDSCAPE ARCHITECT AND DISCREPANCIES DO IN FACT EXIST, Tl-lEN THE CONTRACTOR ASSUMES FULL RESPONSIBLITY FOR ANY MODIFICATIONS REOURED AS DIRECTED BY Tl-lE LANDSCAPE ARCHITECT AT NO ADDITIONAL COST TO Tl-lE OWNER. 13. Tl-IE CONTRACTOR TO PROVIDE 24 HOUR PRESSURE RECORDING INFORMATION AND THIE DATE OF RECORDING Pi<IOR TO FINAL LANDSCAPE INSPECTION. 14. REFER TO Tl-lE A TTACl-lED DETAILS ANO TECl-lNICAL SPECIFICATIONS FOR FURTHER CLARIFICATION. 15. BEFORE CONSTRUCTION ST ARTS CONTRACTOR SI-IALL BE RESPONSIBLE FOR LOCATING ALL LANDSCAPE AREAS SERVICED BY THIS POINT OF CONNECT. ONCE ALL AREAS ARE LOCATED CONTRACTOI< SHALL COORDINATE WITI-1 OWNER AND/OR OWNER REPRESENTATIVE FOR Tl-lE TEM"ORARY IRRIGATION OF THESE AREAS. IF CONTRACTOR FAILS TO VERIFY AND COORDINATE THESE LANDSCAPE AREAS Tl-lEN CONTRACTOR 81-lALL REPLACE ALL PLANT MATERIAL/TREES LOST DUE TO LOSS OF WATER, WITH SAME SIZE PLANTS MATERIAL/TREES AT THE DIRECTION 16. 17. 18. OF THE LANDSCAPE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. SYSTEM FLOW VELOCITIES SHALL NOT EXCEED 5 FEET PER SECOND. IN THE EVENT THAT IRRIGATION ZONES ARE ALTERED DURING CONSTRUCTION, TI--E CONTRACTOI< ASSUMES Tl-lE RE:SPONSIBILITY OF SIZING THE LATERAL LINES ACCORDINGLY, AT NO ADDITIONAL COST TO THE OWNER. INST ALL POP-UP 1-lEADS WITHN 10 FEET OF ALL PEDESTRIAN USE AREAS. NSTALL Cl-lECK VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE. IRRIGATION LEGEND FOR RECYCLED WATER: SYMBOL> • ... ... 7 7 y ... ~ ~ t YI ', V V 'v' v V * ◊ ... it ~ E9 ~ (0) ® @ IZl2I B !A!BI ■ ... MANUFACTURER• RAINBIRD RAINBIRO RAl~IRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBll<D RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRO RAINBIRD RAINBIRO RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD HUNTER IRRITROL IRRITROL NELSON SEE SPECS NIBCO GRISWOLD RAINBIRD EXISTING FEBCO WILKINS UNITED GREEN TECl-l SEE SPECS. APPROVED -TORO ------APPROVED MODEL NUMBER• DESCRIPTION• RAD; P.S.I; G.P.M.• RWS·BCG 1806-SAM·PRS-50 1806-SAM-PRS-5H 1812·SAM-PRS-8Q 1812·SAM·PRS·8VAN 1812-SAM-PRS-8H 1812-SAM-PRS-8F 1812-SAM·PRS·IOQ 1812-SAM-PRS-IOT 1812-SAM-PRS-IOH 1812-SAM-PRS·IOF 1812-SAM-PRS-120 18I2·SAM-PRS-12T 18I2-SAM-PRS-12H 18I2-SAM-PRS-12F 1806-SAM-PRS-150 1806-SAM-PRS-15H 1806-SAM-PRS-15 T 1806-SAM-PRS-I5F PA-8S-8Q PA-8S-8H PA-8S-8F PA-8S-IOH PA·8S-121-l PA-8S-12F PA-8S-150 PA·8S·15H PA·8S-15F 1·20-3RS-2.0 LA 700 SEl<IES 700 SERIES 7645 SEE SPECS TM595-S6-R-66 2250-E ROOT WATERING SYSTEM 2' POP-UP SPRAY 1-lEAD 5' POP-UP SPRAY HEAD 5' POP-UP SPRAY HEAD POP-UP SPRAY HEAD POP-UP SPRAY HEAD POP-UP SPRAY HEAD POP-UP SPRAY HEAD POP-UP SPRAY 1-lEAD POP-UP SPRAY HEAD POP-UP SPRAY HEAD POP-UP SPRAY f.EAD POP-UP SPRAY HEAD POP-UP SPRAY HEAD POP-UP SPRAY HEAD POP-UP SPRAY HEAD POP-UP SPRAY HEAD POP-UP SPRAY HEAD POP-UP SPRAY HEAD SPRAY NOZZLE ON RISER SPRAY NOZZLE ON RISER SPRAY NOZZLE ON RISER SPRAY NOZZLE ON RISER SPRAY NOZZLE ON RISER SPRAY NOZZLE ON RISER SPRAY NOZZLE ON RISER SPRAY NOZZLE ON RISER SPRAY NOZZLE ON RISER POP-UP ROTOR ELECTRIC CONTROL VALVE 6-7' 6-7' 6-7' 6-7' 8-9' 8-9' 8-9' 8-9' 10-11' 10-11' 10-11' 10-11' 12-14' 12-14' 12-14' 12-14' 6-7' 6-7' 6-7' 8-9' 10-11' 10-11' 12-14' 12-14' 12-14' 19'·23' 20 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 30 DRIP VALVE ASSEMBLY W/ OMNI REG QUICK COUPLING VALVE (W/ NON POTABLE COVER) WITH ACME THREADS FLUSl-l VALVE ASSEMBLY ISOLATION BALL VAL VE <LNE SIZE) W/ ROUND 1-lANDLE 2' NORMALLY CLOSED MASTER VALVE .25 .20 .30 .24 .32 .47 .94 .36 ,48 .72 1.44 .60 .80 1.2 2.4 .83 1.65 1.10 3.30 .21 .41 .82 .72 1.2 2.4 .83 1.65 3.30 1.6 11/2" FLOW SENSOR <PROVIDED W/ CONTROLLER) I V2' WATER METER 825 YA 2' BACKFLOW PREVENTION DEVICE MODEL 500 SERIES 2' PRESSURE REGULATING VALVE CA2-RBl-24+32/l-lFS 24+32 ST A TION CONTROLLER ASSEMBLY -150/RSE WITl-l FLOW SENSOR E RAIN SWITCH SEE SPECS. SPARE WIRE BOX POLY ADAPTER DETAIL• 1-1 1-2 1-3 1-3 1-3 1-3 1-3 1-3 1-3 1-3 1-3 1-3 1-3 1-3 1-3 1-3 1-3 1-3 1-3 1-4 1-4 1-4 1-4 1-4 1-4 1-4 1-4 1-4 1-5 1-6 1-7 1-8 1--9 1-10 1-11 1--12 1--22, 1·23 1-13 1--14 1-15 1--16 E4J-2057-050 DI.RA-POL 1-lOSE FOR Sl-lRUBS <SEE GENERAL NOTES) 1-17, 1-19 IRRIGATION CONDUIT FOR CONTROLLER WIRES 1-18 ------APPROVED IRRIGATION SLEEVE <SEE SPECSJ 1-18, 1-19 UNDER VEHICLE PAVNG INSTALL PRESSURE SUPPLY LINE. WIRES, E LATERALS IN SEPARATE PVC SCH 80 SLEEVES W/ 30' COVER. UNDER PEDESTRIAN PAVING INSTALL PRESSURE SUPPLY LINE e WIRES IN SEPARATE PVC SCH 40 SLEEVES W/ 18' COVER. UNDER PEDESTRIAN PAVING NSTALL LATERALS IN SEPARATE PVC SCH 40 SLEEVES WI 12" COVER. NON-PRESSLRE LATERAL LINE <PLRPLE PIPE:) 1-18, 1-19 APPROVED -----APPROVED PVCCL200 PVC CL315 PVC CL315 NON-POTABLE PRESSLRE SUPPLY LINE (PURPLE PIPE) 1-18, 1-19 ------APPl20VED ------EXISTING EXISTING NON-POTABLE PRESSURE SUPPLY LINE WITI-1 IN RIGHT-OF-WAY (PURPLE PIPE) EXISTING PRESSL.RE SUPPLY LINE TO REMAIN 1-18, 1-19, 1-22, e 1-23 5--3 E---CON'JECTION TO THE EXISTING POTABEL CARLSBAD RESEARCH CENTER ASSOCIATION PRESSURE SUPPLY LINE s·--] [ CONNECTION OF NEW PIPE TO EXISTING CAPPED PIPE 6, "00 NOT DRINK' SIGN CSEE COVER SHEET FOR SIGNAGE NOTESl 1-22 ✓-'\ Ix I , __ _,.. EXISTING VALVE TO BE REMOVED el----------------EXISTING VALVE TO REMAIN @· ST A TION NUMBER GALLONS PER MINUTE PLANT MA TIERIAL TYPE ELECTRIC CONTROL VALVE SIZE c,1-----------------CONSTRUCTION NOTE PLANT INDICATOR LEGEND: TRF• Tl.RF Sl-lB • SHRUB TRE • TREE PLM • PALM TREE ANL • ANNUALS EX• EXISTING VALVE fSHill1 CITY OF CARLSBAD [sHillsl l---+---+----------------+----1---+--+----I ~ PLANNING DEPARTMENT ~ l---l--+---------------1---+--+----4---I IRRIGA TION, NOTES, f SPECS. FOR• CARLSBAD RESEARCH CENTER LOT-6 ~t\H Alie//. APPROVED FOR PLANTING .:;.~ "~ AND IRRIGATION ONLY, Mitc:1-,11 s. AiillippeA -P-PR_o_vE.....l:l~a....~L-.11::"~'"L-----/ /-9-<& o CERTIFIC•TE ~ Q INCLUDING PRECISE ♦ NJ, 3761 l---+---+---------------+--+--+---1-----1 ASSISTANT PLANNING DIRECTOR DATE ~ VANDYK.ELLP ~~ ,., LOCATION OF PLANTING .--.,...,......, .._, .. ....,,.,.,,.,, --"l ~ OWN BY: PROJECT NO. DRAWING NO. ,o .:; ,fl'. ..___ ~'>,,'>,: _ DATE INITIAL D•TE INITIAL DATE INITIAL C KD BY LC 0 AREAS, ., .. , 29~:,'•;";= ""'i'AX~•=92103 c Or C~\.\\~ Registered Landscape Architect REVISION DESCRIPTION RHVWD BY: MP SDP 0 5-02 431·9L " l ______ ;;,;::~=:: ______ L ___________________________________________ :·:_ _________________ _::~:~ __ ::_::_:,~:::::._ _ _sEN~G~1N~EE~R~o~F:w~o~R~K~==~~~~~~~~~~===fo~rH~E~R~A~PP~R~ov:A~L±~c~1TY~AP~P:R:ov:A;L~~~==: ==~~=======~=====!Je.·. Cert No. 3781 Exp. 11-30-2005 >" PLOT DATE• 10/12/05 FILE o 884 ID-01 CD RANBIRD ROOT WATERING SYSTEM, I\ICLUDES 1401, 0.25 GPM BUBBLER WITI-I RISER, GRATE, SWING ASSErvBL. Y, 1/2" MAKE I\PT NLET, AND BASKET CANISTER ® FII\ISI-I GRADE ~-------12 @ 3/4' GRAVEL. r,,'\ PVC SCI-I 40 TEE CL.A TERAL. '-::v LINE SIZE X 112· FEMAL.E I\PT) @ L.ATERAL. LINE (SIZE PER PLAN$) TREE WELL BUBBLER 8 SECT~ -NT$ LANDSCAPE IMPR8e~~g; CD FINSI-I SLRFACE ® POP-LP ROTOR @ EXTERNAL. CI-IECK VAL VE @) CLOSED NIPPLE @ MIP X FIP STREET EL.L. (2 REQUll2EDJ @ 3/ 4" X 8" $C,-l. 80 NIPPL.E VI-TREEWELLBUBlll...EJt. (J) MP X FP STREET ELL ® TEE IN NON-PRESSURE LATERAL L.11\E In\ NON-PRESSURE L.A TERAL. L.INE \V (SIZE AS NOTED ON PL.AN) NOTE• INSTAL.L. EXTERNAL Cl-ECK VALVES ON ALL ROTORS T,-lA T ARE GREATER TI-IAN 10 VERTICAL. FEET IN ELEVATION L.OWER TI-IAN TI-E I-IIGI-IEST POINT ON Tl-IE COMBINED NON-PRESSURE L.A TER AL L.INE FOR Tl-IE ENTIRE ZONE, 6" POP-UP ROTOR 8-5 WITH EXTERNAL CHECK VALVE 3"=1'-0" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. PL.OT DA TE• 10/12/05 PROJECT NAME VD-STANDARDS Vl-POPUPR11IDLDWO 1-----(6 --+-----------18 '---~:,,,dJ==:::!:l..--_:+t_-_-_-_-_--= 1--------19 CD POP-UP SPRAY 1-ie:AD WITI-I 1800 NP COVER @ EDGE OF I-IARDSCAPE @ 1/2' X 8' SCI-I. 80 NPPL.E @) PVC SCI-I 40 STREET EL.L. ® TEE IN NON-PRESSURE LATERAL. LINE @ FINISI-I SURFACE ,11 I 'I ------ 0 EXTERNAL. Cl-ECK VAL. VE ® 112' X 2' PVC SCI-I. 80 NIPPL.E In\ 1/2' MIP X FIP SCI-I. 40 \V 90 ELL (2 REQUIRED> NOTE• INSTAL.L EXTERNAL CI-IECK VALVES ON AL.L SPRA Yl-le:ADS Tl-IA T ARE GREATER TI-IAN 8 VERTICAL FEET IN ELEVATION LOWER TI-IAN Tl-IE I-IIGI-IEST POINT ON TI-E COMBINED NON-PRESSURE L.ATERAL. LINE FOR Tl-IE ENTIRE ZONE. ~-114 .,,_ ,,, ,,, ''' ''' ii, ''' ~ ''' ,,, ' CD NON-PRESSURE LATERAL L.NE (SEE PL.AN FOR SIZE) '-----------____.15 • • ' • 2 • • I= -=11 1-=:111 -=11 51----------- CD I-IARDSCAPE M\ POP·UP SPRAY I-IEAD I.!;) WITI-I 1800 NP COVER @ EXTERNAL. CI-IECK VALVE @) 1/2" X 2" SCI-I. 80 NIPPL.E @ 1/2" MIP X FIP SCI-I. 40 90 EL.L. (2 REQUIRED> @ v2· X 8" SCI-I. 80 PVC NIPPLE 9 1111m11i1 11m~1 1-111 11,-· 1=11ic mm,_ 0 PVC SCI-I, 80 STREET ELL ® TEE IN L.A TERAL. L.INE PIPE ® FNISI-I SURFACE I\QTe INSTALL l!XTE!C!NAL Ce!ECK VALveS ON ALL SP<lAYI-EADS TI-IAT A12E Gl2EATEl2 T"4AN 8 VE12TICAL FEET IN El.EVA TION LOWEl2 T"4AN T~E >tGI--EST PONT ON T,tE COMSN=D I\QN-Pl2ESSUl2E LA TEl2AL LINE FOl2 T"4E eNTRE ZONE. 12" POP-UP SPRAY HEAD 1-3 \.--13~ ..• u1,u_0.L .. .J.d~b..l..JcLl!.£:ll.....l,,l!..l.6.~)..J.L:l.l,...l!..l---~c~:¥,L6lJl~~ LANDSCAPE IMPROVEMENT VI-12POP!Jl'OI '------i3 :l:b---{4 :--r'!.--~ 5 CD 3/4" GRAVEL. SUMP IN, UNDER AND AROUND @ PVC BAL.L. VALVE (L.INE SIZE) VAL.VE BOX. FILL. TO TOP OF VAL.VE SOX I-IOLES. ,;,-, RECTANGUL.AR PURPL.E VALVE BOX <SEE "9\ CL.OSED NIPPL.E (2 REQUIRED> '\!:.) SPECS) DO NOT CUT ADDITIONAL. I-IOL.ES M'O BOX \V CD $1-iRUB SPRA y ON RISER ® H.JNTER I-IC 50F 50M CHECK VAL. VE @ FINISI-IED GRADE IA\ BUL.DNG 1-1.ARDSCAPE, CONCRETE '-::v SIDEWALK @ SCI-I 80 RISER (2\ 2 PVC SCI-I 40 ELLS CT X Tl E V:V PVC SCI-I 80 TI-IRe:ADED NIPPLE 0 PVC SCI-I 80 NIPPLE ® PVC L.A TERAL L.INE ® PVC SCI-I 40 STREET EL.L SHRUB SPRAY ON RISER 6 H+J::;;;;i+i=f----{ 7 11= I ;;:,-1,±~1=:'---------{ 8 ' ~~-----19 ----------J II M\ EL.ECTRIC CONTROL VAL.VE I.!;) <SEE L.EGEND FOR PRV OPTION) @ CONNECT WIRES TO VALVE USING WATER TIGI-IT CONNECTORS (SEE SPECS). In\ 3/4' Gl<AVEL SUMP IN, UNDER AND AROUNI) \V VALVE BOX. FILL TO TOP OF VALVE BOX I-IOL.ES, © 4" SCI-I. 80 NPPLE (LINE SIZE), @ WYE STRAINER WITI-I BAL.L VAL.VE f'\Q EL.ECTRIC CONTROL VAL.VE (WITI-I PRES· A TT ACI-INMENT <SEE SPECS>. '& SURE REGULA TING FEA TUl<E) (SEE LEGEND) CD PRESSURE SUPPL. Y LINE r-i\ 3/4' MIP X FIP SCI-I 40 (SEE PLAN FOR SIZEl \..!..) 90 EL.L. (2 REQUIRED> ® TEE IN PRESSU<E SUPPLY L.INE @ 3/4" X 8' SCI-I 80 NIPPLE @f;,~gt~tiNG VALVE ® ~~viR:6~~ ~~~~~T~~8~◊~Ev~~i~OLES. r,,'\ USE 112· PVC SCRAP T WRAP 12" OF '-::v ADDITIONAL WIRE BEFORE CONNECTING. ® CL.OSED NIPPL.E (L.INE SIZE> (2\ RECT ANGUL.AR PURPL.E VALVE BOX ($EE V:V SPECS> DO NOT CUT ADDITIONAL. I-IOL.ES INTO BOX, 0 FINISI-I SURFACE ® PVC SCI-I. 80 TRUE UNION BAL.L VAL.VE (L.INE SIZE). 1-6 (]) SUP X FIP EL.L (LINE SIZEl. @ PVC PRESSURE SL.PPL. Y LINE <CUT TO FIT MAX. DIMENSION FROM TOP OF VAL.VE TO TOP OF LID). @ TEE IN PRESSURE SUPPL. Y L.INE (L.INE SIZEl, @ PRESSURE SUPPLY LINE <SEE PL.AN FOR SIZE), 1,2\ INSTALL FILTER FABRIC AROUND GRAVEL ~ SUMP. VANDYKELLP r,,'\ PVC NON PRESSURE L.A TERAL. L.INE '-::v OR POL. YETHYLENE TUBING <SEE LEGEND> ti::\ 18" L.ENGTI-I OF POL YETI-IYLENE TUBING \.::::,) FOR WYE STRAINER FL.USHING (2\ USE 1/2' PVC SCRAP TO WRAP 12" OF V:V ADDITIONAL WIRE BEFORE CONNECTING. r-i\ PVC SCI-I 40 SLIP X FIP EUL CONNECTING I...!..) RISER FROM PVC PRESSURE SUPPLY LINE Mitchell S. Phillippe CERT ff l CATE NO. 3781 (]) 2" SCI-I 80 NIPPLE (2 REQUIRED) @ I" SCI-I 80 NPPLE (2 REQUIRED) @ PVC UNION (L.INE SIZE) @ PVC SC!-140 FIP X FIP ELL. (2 REQUIRED> 1,2\ INST ALL. FILTER FABRIC AROUND ~ GRAVEL. SUMP. r,,'\ 10" ROUND PURPLE VAL.VE BOX 'K)I INSTAL.L FLTER FABRIC AROUND GRAVEL '-::v (DO NOT CUT ADDITIONAL. I-IOL.ES NTO BOX) '& SUMP. ® FINISI-I SURFACE (]) 3/4" PVC. SC!-140 STREET EL.L. (2\ PVC SCI-I. 80 TI-IREADED NIPPLE NOTE• ~ <SIZE TO FIT) QUICK COUPLER VALVES SI-IAUL BE OF A TYPE APPROVED FOR RECYCL.ED WATER USE. QUICK COUPLING VAL VE fsRilil CITY Of CARLSBAD fSHill5l 1-----+----l--------------+---+----1---1----t ~ PLANNING DEPARTMENT l_.::_J l---+----l--------------+---+----l--+----1 IRRIGA TION DETAILS FOR• CARLSBAD RESEARCH CENTER LOT-6 ll-9-0S: DATE OWN BY: PROJECT NO. DRAWING NO. DA TE INITIAL DATE INITIAL OATE INITIAL 431-9L I..MMclp8AttMl!latunl PlaMlng Ul'blln Design W..... ~ 2970 Afttl Avenua #240 San DiogO, CA 92103 (619) 2&4-8434 FAX (610)574-0626 Registered Landscope Architect Cert No. 3781 E~p. 11-30-2005 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: LC RVWD BY: MP SDP 05-02 FILE " 884 ID-02 /5 0 ci cfJ ' ,n 0 ~ ci ~ C?.., \0 > ~ ,,,....-:-=-- 1\ v~,:;==5 \~~ "-...- I,\ SLP X MIPT SCI-I 40 PVC ADAPTER f7\ FNISl-l SURFACE \V (2 REQUIRED> \!..,/ "1\ 10" ROUND PUl<PLE VALVE BOX CSEE SPECS) @ 8 " PVC SCI-I 80 RISER \!:) CDO NOT CUT ADDITIONAL I-IOLES INTO BOX). ® 18" LENGTI-I OF POLYETI-IYLENE TUBING f9" 3/4" GRAVEL SUMP IN, UNDER ANO AROUND FOR FLUSI-IING OUTSIDE OF BOX. \V VALVE BOX. FLL TO TOP OF I-IOLES. IA"\ PVC BALL VALVE (LINE SIZE) /,r\110 NSTALL FILTER FABRIC AROUND \::!) ~ GRAVEL SUMP. ® CLOSED NIPPLE (2 REQUIRED> © POL YETI-IYLENE TUBING CSEE LEGEND> 17\ PVC SCI-I 40 FIPT X FIPT ELL \:::,) (3 REQUR'EO> FLUSH VAL VE ASSEMBLY 1-9 -- IOX Pl A. MIN. UP AM FROM R CD FINISI-I SLRFACE "1\ IO" ROUND PLRPLE VALVE BOX (SeE SPECS) \!:) (DO NOT CUT ADDITIONAL I-IOLES INTO BOX). ® BELDEN i,9883 CABLE FROM SENSOR TO DECODER/CONTROLLER. IA"\ 8" DIA. CL 160 PVC SLEEVE CTO REST \::!) ON TOP EDGE OF PRESSURE SUPPLY LINE>. ,2\ 3/4" SCI-I 40 WRE CONDUIT WITI-I SWEEP FOR ~ FLOW SENSOR CA8LE CTO CONTROLLER). @ FLOW SENSOR <SEE LEGEND). APPROVED FOR PLANTING I Tl N RC-LOT 6 LANDSCAPE IMPROVEMENTS 5 X PIPE DIA. MIN. DOWNSTREAM FROM SENSOR VI-FLSHVLVASMBLYOI ,-,\ 3/4" GRAVEL SUMP IN. UNDER AI\O AROUND \!..,/ VALVE BOX. FILL TO TOP OF VALVE BOX I-IOLES. @ INSTALL FILTER FABRIC AROUND GRAVEL SUM='. (21 PVC REDUCING BU$1-11NG FOR REDUCTION IN PIPE \V SIZE AT FLOW SENSOI<. /ir\\ 45 DEGREE PVC SCi-140 SLIP X SLIP ELL C2 l<EO.) ~ EXTEND PRESSURE SUPPLY LINE TO 18" OEPTI-I I I I,\ STAINLESS STEEL BACKFLOW ENCLOSUl<E \V (SEE SPECS>. r,,\ REDUCED PRESSURE BACKR.OW Pl<l:VENTION \!:) DEVICE (SEE LEGEND FOR MODEL AND StZEl. ® WYE STRAINER CLINE SIZE). IA"\ COPPEI< Tl-ll<EADEO l<ISEQ \::!) CLINE SIZE> ,2\ TYPE 'K" COPPER Pi<ESSURE SUPPLY ~ LINE FQOM WATEQ SOURCE. @ 6" TI-IICK CONCRETE PAD (z) COPPER TI-IQEAOEO ELL (2 QEOUIREDl """1-H=,H-1,;;=1-Hi==f-+l=------13 . ,--,--,.!=!:±,-,--;c!±±;--;,!±!;,-----( 4 -++-+-""<1-1-l=l-f-F-';"l-+F-;;;;;/-r----{5 :1:':1-u:~E""-7 6 ! ..,,--------{3 ,r---------14 7 @ 4" TYPE 'K' COPPER NIPPLE ® FINISI-I SURFACE © TI-IREAOED X SLIP COLPLING rii\ PVC PRESSURE SUPPLY LINE. \..V EXTEND AS SI-IOWN ON PLAN NOTE• NST ALL PER CMWD ST ANDARO DRAWING W-20 BACKFLOW PREVENTION DEVICE --mmmm 111-·· ... _, CD SLIP X SLIP EL (2 REQUIRED) r,,\ 3/4" SCI-I 40 WIRE CONDUIT WITI-I SWEEP FOR \!:) MASTER VALVE WIRES (TO CONTl<OLER). (j) FNSI-I SURFACE @ RECTANGULAR PURPLE VALVE BOX. <SEE SPEC$>. CDO NOT CUT ADDITIONAL I-IOLES INTO BOX>. ® 3/4" GRAVEL SL.MP IN, UNDER AND Al<OUI\O VALVE BOX. FILL TO TOP OF VALVE BOX I-IOLES. ® PVC SCi-140 MALE ADAPTER C2 l<EOURED> ,';\ USE 1/2" PVC SCRAP TO WRAP 12" OF \;:V ADDITIONAL WIRE BEFORE CONNECTING ,2\ CONNECT WIRES TO VALVE USING WATER ~ TIGI-IT CONNECTORS CSEE SPEC). 17\ MASTER VALVE CSEE 1.EGEND FOR PRESSURE \:::,) REGL.LA TION AND SURGE PROTECTION OPTION). /ir\\ PRESSURE SUPPi. Y LINE. ALIGN WITI-I Fl.OW ~ SENSOR. (SEE PLAN FOR SIZE). © NSTALL FLTER FABRIC AROUND GRAVEL SUMP. MASTER VAL VE ., 1 =111=1 = =11m111= i11:rn -1-I-~III] Jj~ 111n -~rn~ -m lllrn / I,\ RECT ANGL.LAR PLRPLE VAL VE BOX. (SEE \V SPECS>. <DO NOT CUT ADDITIONAi. I-IOI.ES INTO BOX>. 0 FlNISI-I SURFACE ® PRESSURE REGULA TING VALVE SEE SPECS @ PVC SCi-180 MALE ADAPTER (2 REQUIRED) - . ' 4 5 -• ,2\ PRESSURE SUPPi. Y LINE, AI.IGN WITI-I Fl.OW \;;V PRESSURE REGULA TOR. 17\ 3/4" GRAVEL SUMP IN, UNDER AND AROUND \:::,) VAL VE BOX. FIi.i. TO TOP OF Tl-IE I-IOI.ES. r-i"\ INSTAI.I. FLTER FABRIC AROUND GRAVEi. \!..,/ SUMP. PRESSURE REGULATING VALVE 1-14 l-----------------------,.,R~C~-L~6~~ 6 N.T.S. LANDSCAPE IMPROVEMENTS VI-PRVLV fsHill7 Cl'l'Y OF C1-\HLSBAD fSHITrsl >----+---+--------------+----+---+------,~---< ~ PLANNING DEPARTMENT L.::_J >----+----+--------------+----+---+------,-- IRRIGATION ElET AILS FOR• CARLSBAD RESEARCH CENTER LOT-6 AND IRRIGATION ONLY, Mitchell s. l'hillippe _AP-PR_o_vE~l-lz'.!_..L..~«_ ____ / /-9-c:f)"" 0 C C CERTIFICATE -0 IN LUDING PRE ISE ♦ VANDYKELLP NO. 3781 >----+---+--------------+----+---+------,--ASSISTANT PLANNING DIRECTOR DATE ~ LOCATION OF PLANTING . ....._~";:;A'!"~...., .. ~.':'";.';':-Pet:A~ t--:o""AT=E-+-:1N""rn,,.,A,...L +----------------+t---=-_□""A_TE~-:=,~,N~1r=::=_,A-L_-i-t---=-_0A~1=-,_ --i_:,_,N~11""1_AL=! ~g~~~ff0~8 s*'Y~=, ~L!c~~fr==~PR~O~JE~cTT ~N~o.=7r~DR~A~W~INZG=i;N~o. 8 A nEAS. . ,.,.,........ FAX(619)074--0626 or n\. Registered Landscape Architect ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: MP SDP 05-02 431-9L on·, K Carl No. 37B1 Exf). 11-30-2005 L-----~---L--------------------------------------..::::=========================.1> PLOT DATE• I0/12/05 FILE n 884 ID-03 -+-~~~tl-i--------{9 ----------{8 l 10· l 2·-0· 'f 1 r,'\ STANLESS STEEL ENCLOSUl<E tr:\ 3/4" PVC SC1-140 CONDUIT AND SWEEP \.!.J (SEE LEGEND> \':V FROM ET GAGE TO CONTl?OLLER tr,\ GROUNDING ROD (INSTALL PER N\ 3/4" PVC SCI-MO SPARE CONDUIT AND SWEEP \_!:.} MANUFACTURER'S SPECIFICATIONS> \!_/ FOR FUTUl<E USE M\ WIRE COI\OUIT AND SWEEP @ 8° THICK CONCRETE BASE, NST ALL \2) FOR CONTROL AND COMMON WIRE 2" ABOVE FINISI-I GRADE f:i\ 3/4" PVC SCl-l40 CONDUIT AND SWEEP '9'-3/4" GRAVEL SUMP 18" DEEP \'.V FROM MASTER VALVE TO CONTROLLER \V FOR INSTALLATION OF CONDUIT ® 3/4" PVC SC1-140 CONDUT AND SWEEP tfr\\Q RAN SHUT OFF SENSOR FROM FLOW SENSOR TO CONTROu_ER ~ CONTROLLER IN ENCLOSURE r,'\ PRESSURE SUPPLY LINE N\ NST ALL FILTER FAl3RIC AROUND GRAVEL \.!..I <SEE PLAN FOR SIZE> \!_/ SUMP. tr,\ 2 SPAl<E WIRES AND I COMMON WIRE @ CAP PRESSURE SUPPLY LINE DRECTLY BELOW \_!:.} <SEE SPECS FOR SIZE AND COLOR). CENTER OF SPARE WIRE VALVE BOX. M\ USE V2" PVC SCRAP TO WRAP 12 • OF \2J ADDITIONAL WIRE. LABEL ALL WIRES AS "SPARE' /:i\ 10' ROUND PURPLE VALVE BOX (INDEPENDANT \::':I FROM ALL OTHER BOXES). ® FNISI-I SURFACE tr:\ 3/4' GRAVEL SUMP IN, UNDER AND AROUND \':V VALVE BOX. FLL TO TOP OF VALVE BOX I-ICLES. SPARE WIRES I 16 ECTIO -l---------------------,._.:R~~-¥:LOkllT~6 3"=1'-0" LANDSCAPEIMPROV MENTS VI-sPAREWIREOI w > rh lli ~{ij IL I, :,& PLAN &1- I-0 61- [i': ~ ,4 ~~ SECTION CD FINISI-I SURFACE ® DRP TUBING (SEE SPECS) INST ALL AT 12" tr,\ MULCH LA YER DEPTI-I \_!:.} (SEE PLANTING SPECS) tr:\ EMITTER TUBING <SEE SPECS) INST ALL AT 12" M\ INSTALL EMITTERS PER IRRIGATION NOTES \.3) DEPTH AND BRNG TO r ABOVE FINISH SURFACE \2) EQUIDISTANT AROUND ROOTBAIJ_ A MAX OF r t-j\ SHRUB ROOTBALL (STAKE EMITTER TL.BING TO ABOVE FINISI-I SURFACE \!_/ SHRUB ROOTBALLl @ TUBING ST AKES (SEE SPECS) @ PLANTING PIT <SEE LANDSCAPE DET AL$) POINT TO POINT DRIP 1-17 J--l-1\~._-1£.1·-...1.o~-H_JJRLn,l:i..B~--------------,...,,R~sE-\'fWl}~or~ LANDSCAPE IMPROVEMENTS Vl-DRIPSHRUB U) ' ' q ' 4 " q q ® z ' 44 ' ~i~~ ' 4 ' ;o~ ill lWfJ;::::JJ.:'J;f::J;fJ,?J:11 ill 1-w n-111~ ////////////// //✓-=111-11 &~al a0gai -m-mf ///: ////// )/// ;/ // t1-m-@ --////////////////' ,-; 1-t I, ..., Ill « I, 11 111 :;:f f;fff::fffff f:f ff::': ill lL 6~& gi~& -111-ITT//////////////////:n-m-11-m-///////////////////-m--11 = -/j)/;:'ff/_:';:'///;:'/,:jf/•_ = ® [i': I-(.) fJ) I-=111 ffi>;;//;:f//;,/t/;,;;_;,~;11-111- =st --w lL N 4 I 5 TI I I Ii' 111 I 6 7 11 1 Ii' 11 1 I .·. . . D-tW==J-+1==--------1 a 11 111'11 11 • 1111m11 II I I i' II I I .. T~~c~P~g;,1-1 I II I I I II 'I, Ii' 111 I 1=111=1 II'.·111·. ·111·.·1n1111 I 1~1 -, 11=1 I 1=1 I 1=1 I 1-1I1=111 111=- , 1---:m ffi 111 ffi I 11- CD FINISI-I SURFACE r-j\ PRESSURE SUPPLY LINE SLEEVES \!_/ <SEE SPECS> tr,\ BASE MATERIAL @ CONDUIT FOR WIRE \_!:.) lSEE SPECS) M\ BACKFILL MATERIAL (FREE OF DEBRIS AND ® SECOND WARNING TAPE REQUIRED 12" \2J ROCKS GREATER TI-IAN I"), ABOVE PRESSLIRE SUPPLY LNE. IA\ CONSTRUCTION GRADE SAND BEGINNING I,:!/ 6" ABOVE TOP OF NON-PRESSURE LATERAL SLEEVE (2\ NON-PRESSURE LATERAL LINE SLEEVE I.:::!) <SEE SPECS). tr:\ DETECTOR RECLAltvED WATER MET ALIC TAPE \':V (SEE SPECS). TRENCH p 1 1/2"=1'-0" CL 18" "'-------l2 TRENCI-I WIDTH (SEE SPECS) CD FINISH SURFACE tr,\ BACKFLL <FREE OF DEBRIS AND ROCK \_!:.} GREATER TI-IAN I" SEE SPECS>. M\ NON-PRESSUl<E LATERAL LINE FROM \2) SIX INCH POP-UP OR HEADS ON RISER /:i\ NON-PRESSURE LATERAL LINE FROM I,:!/ ROTORS OR 12 INCH POP-UPS ® DETECTOR RECLAIMED WATEI< METALLIC TAPE tr:\ PRESSIJQE SUPPLY LINE \':V (SEE PLAN FOR SIZE> N\ CONTROL WIRES DIRECT BURIED ADJACENT TO \!_I AND TO Tl-IE SIDE OF PRESSURE SUPPLY LINE. @ CONSTRUCTION GRADE SAND ABOVE AND BELOW PRESSURE SUPPLY LINE. ® SECOND WARNING TAPE REQUIRED 12" ABOVE PRESSURE SUPPLY LINE. . . . . =111:..._111=11 ',----,J. llllllllllli'll11 111 111 I I r-111. ' 111::- 4m111 11I"1111~ I 1.11-111-11 =I I I . . I ·. I ::111 .J.li"' . 1.J.11. . ... · . .;, :..L-1, :111= -1 .-:ffi:: ·-1 • . . 111~1 11~1 1 1 · · · 1 11~m~111'::=::1 11~ 1 1'::=::1 11 -111-111-111-111-111-111-111-111- CD EXISTING SUBGRADE ® BACKFILL MATERIAL (SEE SPECS) M\ CONCRETE THRUST BLOCKS \2) <SEE SPECSJ @ GASKET FITTING @ PVC BELL REDUCER THRUST BLOCKS I 20 E Tl N -t------------------,..,iR~C~-L~OT~6 3"=1'-0" LANDSCAPE IMPROVEMENTS VI-THRUSTBLOCK ____ ,-- ---L __ CD LOW VOLTAGE WIRES. 3 MAXIMUM ® OUTER CASE OF CONNECTOR M\ STRIP AND TWIST WIRES FOR PROPER \2J COl\lf\ECTION /:i\ COPPER SLE:EVE CRIMP INSTALLED \::':I WITH RECOMMENDED TOOL @ INNER CASE OF CONNECTOR NOTE, -FILL INNER CASE: WITI-I SEALER PRIOR TO FINAL ASSEM81-Y. -ALL WIRE ROUTED BETWEEN CONTRQIJ_ER AND REMOTE CONTROL VALVES SI-IALL BE A CONTINUOUS RUN WITl-l NO WIRE SPLICES. -WIRE SPLICES SHALL ONLY OCCUR AT THE REMOTE CONTROL VALVE. r,'\ RECLAIMED WATER SIGN PER \.!..I CITY OF CAl<LSBAD tr,\ ATTACI-I SIGN TO POST W/ (2) 1/4" CARRIAGE \_!:.} SOL TS 3" FROM TOP AND BOTTOM OF SIGN 60L. T SIZES AS REQURIED @ 3' GALVANIZED STEEL POST @SLOPE TO Dl<AIN AWAY FROM POST ® FINISH GRADE tr:\ COMPACTION PER GEOTECHNICAL \':V REPORT 0 CONCRETE: FOOTING !!l ..... -.,_ ....... ..,_ _____ -I 3 @) ~IRE CONNECTOR ~CTl,PN 8R -LO 6 LANDSCAPEIMPR VEMENTS Vl-WIRECONNECTOR 1-22 \-1.-.1-,_-0 .-------------------,.;iR~C-;pLl\T~6 LANDSCAPE IMPROVEMENTS VI-RWSION [sRETTl CITY OF CARLSBAD ISH23EETSI l----+---1--------------+-----l-----¼--+---1 ~ PLANNING DEPARTMENT l----+-----1--------------+------!----4--+---1 IRRIGA TION DETALS FOR, CARLSBAD RESEARCH CENTER LOT-6 APPROVED FOR PLANTING AND IRRIGATION ONLY, Ui\chell s. Phillippe 1-----1----1-------------+---+--+--+---lA _P_P_Ro_v_E ~~:'...__jj!~ _____ //-9-1"'1, 0 INCLUDING PRECISE CE~_I'];t:E ASSISTANT PLANNING DIRECTOR □-ATE ~ g LOCATION OF PLANTING • """'-"~~~~f':"92~ ,I~~~ DATE INITIAL DATE INITIAL DATE INITIAL g:DB~~: LC PROJECT NO. DRAWING NO. ~ A r,EAS V {619)294-8484 FAX(619)574-0628 or e~~ Registered Londscope Architect ENGINEER OF WORK REVISION DESCRIPTION RVWD BY.· MP SOP 05-02 4319L " L ____ ..:.::K~~~•-----.L-------------------------------------~·:_ _______________ .::::~-~C~ec:t~No~.~3:7B:1:Ex:p.~11~-3:0-:200:5:....._~~~~2==~~~~~~~~~===~0~TH~E~R~AP~PR~O~VAf_~~a~T~Y~A~PP~RO~V~AL~~~~~=~==~~===~~=-=~:!Jg FIL:: tt 584 ID-04 PLOT DA re, 10/12/05 2>--, NOTES• ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SI-IALL Be PURPLE AND LABLED AS SPECFIED N I. STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS. 2. CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS (OCTOBER 1993). CD STREET SURFACE @) POTABLE SERVICE: LNE: (.:,\ RE:CYCLE:D WA TE:R IRRIGATION MAIN:..INE \::!.,/ WITH SLEEVE. TABLE SERVICE LINE \_.CSRQS.SJl~NlG_ ________ --,, 1-23 SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. PLOT DA TE, 10/12/05 ,---;6 NOTES• VE:RTICAL CLEARANCE OF 12' MNMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATE:R LNE:. INSTALLATION OF RECYCLED WATER IRRIGATION MANLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE n-,E NECISSARY 10 FOOT HORIZONTAL CLEARANCE: FROM POTABLE: MAINLINE IN STREET. CD SIDE:WALK 0 CURB AND GUTTER @METER BOX @ WATER M=TER @ POT ABLE SERVICE LINE rZ\ RECYCLED WATE:R IRRIGATION \::.I MAINLINE WITH SLEEVE VANDYKELLP l..atlMMpl!I Al'dlllM:tuN Planning Ulban Deelgn Walar Manag8mn 2970 Rfth Awnua #240 San Dlago, CA 92103 (618) 294-3484 FAX (618)57+0626 iitchel I S. Phi 11 ippe CERHFICATE NO. ,1e1 . , I NOTES:. · · ·· ··· SfW.L a! NO F'rrtiNGS , ... TH£!£~ 10 O'rl-£R ~S E£TWWltHE·ME"T"ER too ~ ASSEMBlY. .. . . . ft 2,. BACKF1J:1N ·~ MAY OOT"BE 1· INS'T.IIU..fD. IN. ·f'!.):U:. ·RKlHT. ·CF-WAY. .• 3. C00TRUCT 2'HIGHF£TAINING •· WALLCN3 SU:S ~• l'R£VENTfR Y,l-£N . . .. '-"' I 4'I CJl Gft:ATEA SLOPE. (f'EN El'D I SHAU:BEAT ~HU.5'0Et::,; SU)PE. PFO.,U;.2 ~Ill. Cl.EARAN:E BElWEEN WQtL. . Ill() ·8ACKF\.C)W PREVENTER, 4 .. DO 'NOT INST.ALL IN AREA· Sua.)rn 10 FLOO)ING . . "" " . 3 4. · . · 12"MIN . "!,&"MAX, 1"111--<2 IN CARLSBAD MUNICIPALWATER DISTRICT WPfl ·MTE • . 2 INCH AND UNDER STO, ow ·--""1---t----1 bA,..Krt/'\W INSTALL·• ATION W20 ~ ,--~ · · ·· · · · IWGV'ST 1993 1---+--+-----------r---i---i--r----. ~ CITY OF CARLSBAD ~ ~ PLANNING DEPARTMENT ~ ~ Registered Landscape Architect Cert No. 3781 Exp. 11-30-2005 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL IRRIGATION SPECIFICATIONS FOR• CARLSBAD RESEARCH CENTER LOT-6 ASSISTANT PLANNING DIRECTOR DWN BY: J CHKD BY: LC RVWD BY: MP PROJECT NO. SDP 05-02 /1-9-0S- DATE I DRAWING NO. 431-9L PILE u 584 ID-05 0 0 c<i if) ' "' 0 " ~ g C!,, ~ ""' SECTION 02810 IRRIGATION SYSTEM PART I -GENERAL 1.01 SUM/vlARY, 1.02 A. THS SECTION COVERS THE FURNISHINGS OF ALL MA TE<?IALS AND PERFORMING ALL OPERATIONS TO PROVIDE A COMPLETE OPERABLE LANDSCAPE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS INCLUDNG THE FOLLOWING• I. TRENCHING. STOCKPILING EXCAVATED MATERIALS AND REFLLING TRENO--IES. 2. IRRIGATION SYSTEM COMPONE':NTS INCLUDING BUT NOT LIMITE':D TO• PIPING, BACKFLOW PREVENTION DEVICES AND ENCLOSURES. VALVES. FITTINGS. ROTORS. SPRAY HEADS. CO\iTROLLERS, WIRNG AND FINAL ADJUSTMENTS AS DETERMINED BY THE ARCHITECT TO INSURE EFFICIENT AND UNIFORM DISTRIBUTION. 3. PIPE CONNECTIONS TO ll<RIGATION PUMP STATIONS. WATER METERS AND BACKFLOW PREVENTION DEVICES. 4. TESTING AND INSPECTION OF IRRIGATION SYSTEM. 5. CLEAN-UP AND MAINTENANCE B. THE CONDITIONS OF THE CONTRACT AND DIVISION I APPLY TO THIS SECTION AS FULLY AS IF REPEATED e-lE:REIN. GENE':R AL REQUIREMENTS• A. CODE REQUIREMENTS SHALL BE TelOSE OF STATE AND MUNICIPAL I CODES AND REGULATIONS LOCALLY GOVERNING Tf-lS WORK. PROVIDNG THAT ANY REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS, NOT CONFLICTING TµEREWITµ BUT EXCEEDING THE CODE REQUIREMENTS SHALL GOVERN. UNLE':SS WRITTE':N PE':RMISSION TO TµE CONTl<ARY IS GRANTED BY THE Al<CHITECT. B. CO\iFORM TO THE REQUIREMENTS OF TI--E REFERENCE NFORMA TION LISTED BELOW EXCEPT WHEl<E MORE STRINGENT REQUIREMENTS ARE SHOWN OR SPE':CIFIE':D IN Te-IE MOST CURRE':NT SE':T OF CONSTRUCTION DOCUMENTS• I. AMERICAN SOCIETY FOR TESTING MATERIAL (ASTM), FOR TEST METHODS SPECIFICALLY REFERENCED IN THIS SECTION. 2. UNDERWRITER'S LABORATORIES (ULJ, FOR UL WIRES AND CABLES. C. WORK INVOLVING SUBSTANTIAL PLUMBING FOR INSTALLATION OF EJRASS PPNG, ElACKFLOW PREVENTION DEVICES AND OTHER RELATED WORK SHALL BE EXECUTED BY A L'CENSED AND BONDED PLUMBING CONTRACTOR. ANY NECESSARY PERMITS SHALL BE OST ANED PRIOR TO BEGINNING WORK. D. SPE':CIFIE':D DE':PTHS OF PRESSURE SUPPLY LINE:$. LA TE':RALS AND PITCH OF PIPES AS STA fED IN THIS SECTION ARE MINIMUMS. SETTLEMENT OF TRENCHES LOWER THAN GRADES SPECIFIED ON THE FINAL GRADING PLANS IS CAUSE FOR REMOVAL OF FINISH GRADE TREATMENT, REFlcLING TRENCHES, RECOMPACTING AND REPAIRING OF FINISH GRADE TREATMENT. E. FOLLOW CURRENT PRINTED MANUFACTURER'S SPECIFICATIONS AND DRAWNGS FOR ITEMS OR INFORMATION NOT SPECIFED OR GRAPHICALLY INDICATED IN THE MOST CURRENT SET Of CONSTRUCTION DRAWINGS. F. SCALE':D DIMENSIONS ARE APPROXIMATE AND AT TIMES IT 1$ NOT POSSIBLE TO INDICATE OFFSETS. FITTINGS AND OTHER RELATED EQUIPMENT GRAPHICALLY ON THE CONSTRUCT10N DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITION$. BEFORE PROCEEDING WITH ANY WORK. THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS OF RELATED ARCHITECTURAL ELEMENTS. UTILITIES AND LANDSCAPING AND FURNISH AND INST ALL REQUIRED FITTINGS. G. DO NOT INSTALL TµE IRRIGATION SYSTEM AS SHOWN ON THE CONSTRUCTION DRAWINGS WHEN IT IS OBVIOUS THAT ACTUAL FIELD CONDlflONS SUCH AS PHYSICAL OBSTRUCTIONS. GRADING DISCR:"PANCIES AND FIELD DIMENSIONS VARY FROM THOSE RECO.'DED ON THE CONSTRUCTION DRAWINGS. IMMEDIATE!. Y BRING ANY SUCH DISCREPANCIES TO THE ATTENTION OF Te!E ARCHITECT PRIOR TO PROCEEDING WITH WORK. IF IM'v!EDIA TE NOTIFICATION IS NOT GIVEN AND SUCH DISCREPANCIES EXIST. THE CONTRACTOR SHALL ASSUME FULL QESPONSIBILITY FOR NECESSARY REVISIONS, AS DETERMINED BY THE ARCHITECT. 1.03 EXISTING FIELD CONDITIONS• A. PRESERVE AND PROTECT ALL EXISTING TREES. PLANTS, MONUMENTS, STRUCTUl<ES. HARDSCAPE AND ARCHITECTURAL ELEMENTS FROM DAMAGE DUE TO WORK IN THI$ $E:CTION. N THE EVENT THAT DAMAGE DOES OCCUR TO INANIMATE OBJECT AND STRUCTURES, THE CONTRACTOR WILL REPAIR OR REPLACE SUCH DAMAGE TO THE SA TISFAC flON OF THE OWNER OR OWNER'S REPRESENTATIVE. DAMAGE OR INJURY TO UVING PLANT MATERIAL WILL B:: REPLACED BY TI--E CONTRACTOR AT THE CONTRACTOR'S EXPENSE. B. TRENCHING OR OTHE:R WORK RE:QUIRED IN THIS SECTION UNDER THE LIMB SPREAD OF EXISTING TREES SI-IALL BE DONE BY HAND OR BY QTµER METµoos so AS TO PREVENT DAMAGE 012 HARM TO LIMB$, BRANCHE:$ AND ROOTS. C. TRENCHING IN AREAS WHEl<E ROOT DIAMETER EXCEEDS 2 INCµES SHALL BE DONE BY HAND. EXPOSED ROOTS OF THIS SIZE SHALL BE µEAVIL Y Wl<APPED WITH MOISTENED BURLAP TO AVOID SCARRNG OR EXCESSIVE DRYING. WHERE A TRENCHING MACI-IINE IS OPERATED IN PROXIMITY TO ROOTS THAT ARE LESS THAN 2 INCHES. THE WAUL OP THE TRENCH SHALL BE HAND TRIMME:D . MAKING CLEAN CUTS THROUGI-I ROOTS. D. TRENCHES ADJACENT TO OR UNDER EXISTING TREES SHALL BE CLOSED WITHN 24 HOURS , AND WHEN THIS IS NOT POSSIBLE. THE SIDE OF TRENCH CLOSEST TO TµE TREE OR TREES AFFECTED sµALL BE COVE':RED WITH MOISTENED BURLAP. E. PROTECT, MAINTAIN AND COORDINATE WORK WITH OTHER CONTRACTS. SPECIFICATIONS. TRADES. AND UTILITIES. EXTREME CARE SHALL BE EXERCISED N EXCAVATING AND WOl<KING IN Tl-IE AREA DUE TO EXISTING UTILITIES. CONTRACTOR SHi'.LL BE PLOT DA TE• 10/12105 1.04 RESPONSIBLE FOR DAMAGES CAUSED BY TI-IEIR OPERATIONS. IN Tl-IE EVENT TI-AT DAMAGE DOES OCCUR. THE COSTS OF SUCH REPAIRS SHALL BE PAID BY THE CONTRACTOI< UNLESS OTHER ARRANGEMENTS HAVE BEEN MADE WITI-I Tl-IE OWNER. F. USE CAUTION wµERE TRENCHES AND PIPING CROSS EXISTING ROADWAYS, SIDEWALKS, HARDSCAPE, PATI-IS OR CL.RBS. IN THE E':VENT THIAT DAMAGE DOES OCCUR. THE CONTRACTOR WILL REPAI< SUCI-I DAMAGE AT THE CONTRACTOR'S EXPENSE. REOURED DOCUMENTS• A. SUBMITT ALS B. C. D. I. SUBMIT C6l SIX SETS OF ALL !<?RIGA TION EQUIPMENT TO BE USED, MANUFACTURER'S BROCHURES, SERVICE MANUALS, GUARANTEES. AND OPERATING INSTRUCTIONS FOR APPROVAL TO THE A.RCHITECT PRIOR TO BEGIN'JING WORK. SUBMITT ALS 5µ0ULD BE IN A BOUND FORM COMPLETE WITH TABLE OF CONTENTS. THE CONTRACTOR SI-IALL NOT PROCEED WITH WORK IN THE FIELD UNTIL THIS SUBMITTAL IS APPROVED IN ITS ENTIRETY BY THE ARCHITECT. SEl<VICE MANUALS I. THE: CONTl<ACTOR SHALL FURNISH (4) FOUR SERVICE MANUALS TO THE OWNER PRIOR TO SCHED.LING A WALK TµRQUGH FOR SUBSTANTIAL COMPLETION. MANUALS SHALL BE SUBMITT::D IN A BOUND FORM COMPLETE WITH A TABLE OF CONTENTS, AND WOl<KMANSI--IP FORM ON COMPANY LETTERHEAD COPY OF CONTRACTOR'S WARRANTY. COPY OF THE LETTER OF CERTFICATIO'J FOR TµE CENTRAL CONTROL SYSTEM ON THE CENTl<AL CONTROL SYSTEM MANUFACTUl<ER'S LETTERµEAD AND SHALL CONTAIN COMPLETE ENLARGED DRAWINGS OF ALL EQUIPMENT INSTALLED SHOWING COMPONENT WARRANTIES AND CATALOG NUMBERS TOGETHER WITH THE MANUFACTURER'S NAME AND ADDRESS. MANUALS SHALL INCLUDE OPERATION INSTRUCTIONS. MANUAL$ 5µALL BE SUBJECT TO APPROVAL BY THE OWNER 0.' OWNER'S REP.'ESENT A TIVE AS TO COMPLETENESS. 2. THE SERVICE MANUAL WILL BE NCORPORA TED INTO THE MAINTENANCE MANUAL PREPARED BY Tl-IE ARCHITECT. RECORD DRAWINGS/AS-BUILTS I. PRIOR TO BEGINNING WOQK IN THE FIELD THE CONTRACTOR SHALL SECURE A COMP-ETE SET OF IRRIGATION PLANS AT THE ORIGINAL SCALE COtvlPLETE WITH DETAILS AND SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING A SET OF BLUE_H'JE PRINTS FOR EVERY WEEK ON THE PROJECT. AT THE END Of EACµ WORKING DAY, THE CONTRACTOR SHALL RECORD ALL WORK ACCOMPLISHED FOR THAT DAY ON THE SET Of BLUELI\E PRINTS IN RED INK. THESE RECORD DRAWINGS SHALL BE BROUGHT LIP TO DATE AT THE END 0" EACH WORK WEEK BY A QUALIFIED DRAFTSPERSON. THE Di<AWINGS SHOULD INDICATE': T,-iE FOLLOWING• A. ANY ZONING CHANGES. 8. DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE (BUILDING CORN:RS, FIXED µAc:?DSCAPE CORNERS. ROAD INT:RSECTIONS, PERMANENT EXISTING UTILITIES) THE LOCA 1 ION OF THE FOLLOWl'JG ITEMS, .I WATER METERS. .2 ROU rtNG OF PRESSURE SUPPLY LNES AT EVERY 100' ALONG ROUTING. .3 BACKFLOW PREV:I\ TION D:VICES .4 FLOW SENSORS .5 MASTER VALVES .6 ISOLATION BALL VALVES . 7 OUICK COUPLING VALVES .8 AIR RELEASE VALVES .9 ELECTRIC CONTROL VALVE$ .10 DRIP VALVE ASSEMBLIES .II FLUSH VALVE ASSE~1BLIES .12 SWING CHEC< VALVES .13 CONTROLLERS . 14 GROUNDING RODS. .15 CONTROL WIRE ROUTING ( IF ROUTED SEPARATELY FROM 0 RESSURE SUPPLY LINE). .16 CONTROL WIRE SPLICES TI--A T ARE OUTSIDE OF THE CONTROLLER. .17 OTHER EQUIPMENT AS DIRECT:D BY THE ARCHITECT. 2. Pl'?IOR TO SO-ED.LING A WALK THROUGH FOR SUBSTANTIAL COMPLETION, PROVIDE A R:CORD SET OF FIELD AS-BUILT DRAWINGS AS DESCRIBED ABOV: TO THE ARCHITECT FOR REVIEW. AFTER REVl:W. THE ARCHTECT WILL RETURN THE AS-BUil T SET TO TI--E FIELD FOREMAN REQUESTING FURTµER INFORMATION OR WILL NOTIFY THE OWNER TµA T THE RECORD SET OF FIELD AS·BUIL TS DRAWINGS ARE COMPLETE. AFTER APPROVAL "'ROM TµE OWNER. A WALK THROUGµ FOR SUBSTAl';TIAL COMPLETION MAY BE SCHEDULED. 3. PRIOR TO SCI--ED..LING THE FINAL WALK THROUGH, THE FINAL SET OF IRRIGATION AS-BUILT DRAWINGS SHALL BE PROFESSIONALLY DRAFTED ON AUTO-GADD BY THE ARCHITECT. 4. THE: ARCHITECT. THE CITY AND THE CONTRACTOR $HALL VERIFY THE FINAL AS-BUIL TS AT THE TIME OF THE FINAL WALK TµRQUGH AND ONCE SUCCESSFUL THE ARCHITECT SHALL DELIVER THE FINAL SET OF AS-BUILT DRAWING$ TO THE CITY AND THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO INITIATING THE MAINTENANCE PERIOD FOR THE CONTRACTOR. CONTROLLER CHARTS I, PRIOR TO SCHE':DULING A WALK T,-IROUGH FOR SUBSTANTIAL COMPLETION. PROVIDE A RECORD SET OF FIELD CONTROLLER CHARTS WHICH HAVE COLOR CODED EACH STATION \NITµIN EACH CONTRO_LER -o THE ARChlTECT FOR REVIEW. AFTER REVIEW, THE ARCHITECT WLL RETURN THE CONTROLLER CHARTS TO THE FIELD FO:?EMAN REQUESTING FURTHER INFOR.\lA TON 0:/ WILL NOTIFY THE OWNER TµA T TµE RECORD SET OF CONTROLLER CHARTS ARE COMPLETE. AFTER APPROVAL "'ROM THE OWNc'R, A WALK TµRQUGH FOR SUBSTANTIAL COMPLETION MAY BE SCHEDULED. 2. PRIOR TO SCHEDc.LING A FINAL WALK TµROUGH, ONE SET OF CONTROLLER CHARTS SHALL BE PROFESSIONALLY DRAFTED IN 3. 4. AUTO-CADD BY THE ARCHITECT FOR EACH CONTROLLER UNIT INSTALLED ON THE PRO.JECT. Tl-IE CONTROLLER DRAWINGS SHALL BE AN ACTUAL AUTO-CADD Rc'DUCTION OF THE AREA COVERED BY THAT CONTROLLER UNIT AND SHALL BE AT THE MAXIMUM ALLOWABLE SCALE Tl-IA T WILL AT INSIDE TµE CONTl<OLLER DOOR WITHOUT FOLDING THE DRAWING. THE ARCH•TECT AND THE CONTRACTOR sµALL VERIFY EACµ CONTROLLER CHART AT THE TIME OF THE FINAL WALK THROUGH AND ONCE SUCCESSFUL Te-IE ARCHITECT SHALL. DELIVER TµE FINAL SET OF CONTROLLER CHARTS TO THE OWNc'R OR OWNER'S REPRES::I\TATIVE PRIOR TO NITIATING THE MAINTENANCE PERIOD FOR THE CONTRACTOR. THE CONTROLLER CHART SENT TO Te-IE OWNER SHALL BE HERMETICALLY SEALED BETW::EN TWO (2) PIECES OF MINIMUM 20 Mli..S THC< PLASTIC. Te-IE ARCHITECT sµALL THEN DELIVER ONE CONTROLLER CHART TO TI--E CONTRACTOR WHO \NILL PERMANENTLY AX THE CONTROLLER CHART TO THE INSIDE OF THE APPLICABLE CONTROL-ER. PART 2 • PRODUCTS 2.01 PIPING A. B. C. D. E. F. GENERAL PPING• I. PIPE SIZES SHOWN ARE NOMINAL INSIDE DIAMETER UNLESS OTHERWISE NOTED. 2. PIPE $HALL BE IDENTIFIED WITH THE FOLLOWING INDELIBLE MARKINGS, A. MAN-.IF ACTLRER'S NAME. 8. NOMINAL PIPE SIZE. C. SCHEDULE O.' CLASS. D. PRESSURE RA TING. E. NSF (NATIONAL SANITATION FOUNDATIONl SEAL OF APPROVAL. F. DA TE OF EXTRUSION. SOLVENT WELD PRESSURE SUPPLY LINE• I. SOLVENT WELD PRESSURE SUPPLY LIN"'• <DOWNSTREAM OF BACKFLOW PREVENTION DEVICE) PVC CL315BE (I' -2 1/2') A. MANUFACTURED FROM VIRGIN POLYVINYL CHLORIDE (PVCl COMPOUND IN ACCORDANCE WITH ASTM D2241 AND ASTM Dl784, CE~L CLASSIFICATION 12454 B. 8 , TYPE I. G::?ADE I. 2. FITTINGS• STANDAR'.) WEIGHT. SCHEDULE 40, NJECTION MOLDED PVC, COMPLYING WITH ASTM Dl784 AND 02466, CELL CLASSIFICATION 12454-8. A, THREADS-INJECTION MOLDED TYPE (WHERE REQUREDl B. TEES AND ELLS-SIDE GA TED 3. THREADED NIPPLES• ASTM D2464, SCHEDULE 80 WITµ MOLDED TµREADS. 4. JOINT CEMENT AND PRIMER• TYP"' AS RECOMMEND'::D BY MAN:.JFACTURER OF PIP"' AND FITTINGS. NON-PRESSURE LINl=S Bc'LOW GRADE• 2 . NON-PRESSURE LINES• CD0W'J$TREAM OF ELECTRIC REMOTE CONTROL VALVE) PVC CL200, CONFORMING TO ASTM D1785·83 . FITTINGS• STANDARD WEIGµT, SCHEDULE 40. INJECTION MOLDED PVC. COMPLYING WITH ASTM Dl784 AND D2466. CELL CLASSIFICATION 12454-8. A. THREADS-INJECTION MOLDED TYPE (WHERE REQUIRED) B. TE::S AND ELLS-SIDE GATED C. THREADED NIPPLES• ASTM D2464. SCe-lEDLI..E 80 WITH MOLDED THREADS . 3. JOINT CEMENT AND PRIMER• TYPE AS Rc'COMMENDED BY MANUFACTURER OF PIPE AND FITTINGS. DRIP TUBING• I. TORO/IRRITROL DURAPOL YHOS:: 7" EHD2057-075, MANUFACTUR":D OF FL":XIBLE VII\YL CHLORIDE CONFORMING TO ASTM D2/l55M D380 A'JD Dl599. EMITTER TUBING• I. TORO/IRRITROL EZ DRIP TUBING,?", EZH025. MANUFACTURED OF FLEXIBLE VINYL CHLORIDE CONFORMING TO ASTM D2855M, D380 AND Dl599. SLEEVING AND CONDUIT• ALL PVC SLEEVING FOR PRESSURE SUPPLY LINE AND NON- PRESSURE SUPPLY LINE SHALL BE TWICE THE NOMINAL SIZE Of THE PIPE WITI-IIN AND USE'.) FOQ SLEEVES BELOW Gl<ADE AS INDICATED IN THE FOLLOWING SLEEVE AND CONDUIT SCHEDULE 2. SLEEVING AND CONDUIT MATERIAL UNDER HAl<DSCAPE• A. INSTALL PRESSURE SUPPLY LII\E. WIRES. £ LATERALS N Sc'PARATE PVC SCH 80 SLEEVES W/ 30' COVER FOR UNDER VEHICLE PAVING. 8. NS TALL PRESSURE SUPPLY LINE c WIRES IN SEPARATE PVC SCH 40 SLEEVES W/ 18" COVEi< FOR UNDER PEDESTRIAN PAVING. C. INSTALL LATERAcS IN SEPARATE PVC SCH 40 SL.EEVES WI 12" COVER FOR UND"'R PEDESTRIAN PAVING. D. (I) ONE 314' PVC SCH. 40 CONDUiT FOR UP TO 5 WIRES. E. (I) ONE I" PVC SCH. 40 CONDUIT FOR U" TO 8 WIRES. F. (I) ONE I l/2'PVC SCH. 40 CONDUIT FOR UP TO 15 WIRES. G. (I) ONE I 1/2' "'VC SCH. 40 CONDUIT FOR UP TO 20 WIQES H. (I) ONE 2" PVC $CH 40 COI\D-.IIT FOR UP TO 30 W!RES. I. (I) ONE 2 1/2"' PVC SCH 40 CONDUI r FO.' UP TO 35 WIRES. J. (I) ONE 3/4" PVC SCH 40 WIRE CONDUIT FOR FLOW SENSING CABLE. K. (I) ONE 3/4" PVC SCH 40 WIRE CONDUIT FOR MASTER VALVE WIRE. 3. FLOW SENSING CABLE AND MASTER VALVE WIRES SI---IALL BE INSTALLED IN THEIR OWN CONDUT SEPARATE AND APART FROM ALL OTHE:R WIRES. 2.02 BACKFLOW PREVENTION DEVICE A. BAC<f'LOW PREVENTION DEVICE• REDUCED PRESSURE PRINCIPAL BACKFLOW ASSEMBLY SHALL CONSIST OF AN APPROVED BRASS OR BRONZE BODY, BRASS CHECK VA_VES. HYDRAULICALLY ACTUATED RELIEF VALVE, INLET AND DISCHARGE SI-IUTQFFS AND FIELD TEST COCKS. AS SPECIFIED ON DRAWINGS. 8. BACKPLOW PREVENTION DEVICE ENCLOSURE• ALUMINUM BACKFI..OW ENCLOSL.RE MANUFACTURED BY VIT PRODUCTS. MODEL NUMBER SBBC-CR. C. ATMOSPHERIC VACUUM BREAKER• MANUFACTURE':R AND MODEL NUMBl=I< AS SPECIFIED ON IRRIGATION LEGEND. 2.03 FLOW SENSOl<S A. FLOW SENSORS• SIZE, MANUFACTLRER AND MODEL NUMBER AS SPECIFIED ON IRRIGATION LEGEND. 2.04 MASTER VALVES A. MASTER VALVES• SOLENOID/PRESSURE REDUCINGISLJRGE ANTICIPATION VALVE, SIZc'. MANUFACTUl<ER A'JD MODEL NUMBc'R AS SPECIFIE:D ON IRRIGATION LEGEI\D. 2.05 ISOLATION BALL VALVES FOR PRESSURE SUPPLY LINE A. ISOLATION BALL VALVES• NIBCO T590-Y ·66 THR::E PIECE. THREADED BALL VALVE WITH OPTIONAL ROUND HANDLE ON VALVES UP TO 21/2" IN SIZE AND LEVER HANDLE ON VALVES 3" II\ SIZE. 2.06 QUICK COUPLING VALVES A. QUICK COUPLING VALVES• MAN__IFACTURER AND MODEL NUMBER AS SPECIFIED ON IRRIGATION LEGEND. 2.07 AIR RELEF VALVES A. AGRICULTURAL PRODUCTS URV-1 FOR PRESSURE SJ'PL Y LINE LESS THAN 2· IN SIZE. B. AGRICULTURAL PRODUCTS URV FOR PRESSURE SUPPLY LINE 2" AND GREA TEI< IN SIZE. 2.08 ELECTRIC CONTROL VALVES A. ELECTRIC REMOTE CONTROL VALVES• IRRI-ROL 7008 SERIES UL TRAFLOW ELECTRIC CONTROL VAL VE$ WITH IRRITROL OMNI REG PRESSURE REGULATING FEATUl<E TWO WAY SOLENOID. PI_OT OPERA TED MADE OF SYNTµETICS, NON CORROSIVE MATERIAL, DIAPHRAG'vl ACTIVATED AND SLOW CLOSING. INCLUDE FREELY PIVOTED SEAT Sc'AL. RETAINE:D (MO-.INTED l WI-HOUT ATT ACHMEN-TO DIAPHRAGM 8. ISOLATION BALL VALVE AT ELECTRIC CONTROL VALVE• I. EJALL VALVE• SPEARS PVC THREADED TRUE UNION BALL VAL VE, WITH µEAVY BODl"'D PVC CONSTl<UCTION. BUTTRESS THREADED DO-.IBLE UNION NUTS, SAFE-T-BLOCK SEAL CARl<IER. PTFE BALL SEAT. HIGH IMPACT POLYPROPYLENE HANDLESAFE-T-SHEAR STEM. FULL SCHEDULE 80 BORE. 235PSI RA TING, NSF LISTED. 2.09 DRIP VALVE ASSEMBLIES• A. ELECTRIC REMOTE CONTROL VALVES• IRRITROL 7008 SERIES B. C. UL TRAFLOW ELECTRIC CONTROL VALVES WITH IRRITROL OMNI REG PRESSURE REGULATING FEATURE TWO WAY SOLENOID, PILOT OPERA TED MADE OF SYNTHETICS. NON CORROSIVE MATERIAL, DIAPHRAGM ACTIVATED AND SLOW CLOSI\G. INCLUDE f'REELY PIVOTED SEAT SEAL, RETAINED <M0-.11\TED l WITHOUT ATTACHMENT TO DIAPHRAGM. WYE STQAINER• AMIAD 1-0701-1151-BXXX WITH 150 MESH SCREEN FOR POINT TO POINT DRIP. ISOLATION BALL VALVE• ASAHI OMNI BALL SOC<E1 BALL VALVE WITH THERMOPLASTIC MOLDED 01\E PIECE CONSTRUCTION AND TEFLON Sc'A T wm-1 EDPM CUSI-IIONS. I. DISC FILTER• NET AFIM DFI00-140 WITH '40 DISC AL TE.' FOR S.JBSURF ACE APPLICATIONS AND SUPPLEMENT AL Dl<IP TO TREE$. ALL DISC f'ILTERS TO BE INSTALLED IN SEPARATE VALVE BOX AND UTILIZED ELECTRIC CONTROL VALVE DETAIL FOR ELECfRIC CONfROL VALVE ASSEMBLY. 2.10 FLUSH VALVE ASSEMBLIES, 2.11 A. FLUSH VALVE ASSEMBLIES• ASAHI OMNI BALL SOCKET BALL VALVE WITH THERMOPLASTIC MOLDED ONE PIECE CONSTRUCTION AND TEFLON SEAT WITH ED"'M CUSHIONS. CI-IECK VALVES A. SWNG Ce-lECK VALVES• KING BROTHERS KSC-XXX-$, PVC. SLIP X SLIP CI--ECK VALVES, FOR NON-PRESSURE I_ATERAL LINE APPLICATIONS ON SLOPES AS SP:::CIFIED ON DR A WING$. 8. SPRING CHECK VALVES• HUNTER HC-050F-50M FOR POP-UP $PRAYHEADS AN'.) SPRAYHEADS ON .'!SERS AND HC·75F-75M FOR POP-UP ROTORS AND ROTORS ON RISERS. 2.12 VALVE BOXES (PURPLE BOXES ARE REQUIRED) A. FLOW SENSORS, OUICK COUPLERS. AND WIRE SPLICES• CARSON SERIES 910-48 WITH "T" COVER, SOLT DOWN A ND STAINLESS STEEL HEX BOLT. 8. ELECTRIC CONTl<OL VALVES AND ISOLATION BALL VALVES• CARSON SERIES 1419-48 WITH "T" COVER, BOLT DOWN A'JD STAINLESS STEEi .. HEX BOLT. C. MASTER VALVES• CARSON SERIES 1220 48 WITH T' COVER. BOLT DOWN AND STAINLESS STEEL I-IEX SOLT. 2.13 SPRAY HEADS AND ROTORS A. FABRICATED RISER UNITS IN ACCORDANCE WITH DETAILS, WITH RISER NIPPLES OF SAME SIZE AS RISER OPENING IN SPRIN<LER BODY. I. 6" TO 12" POP-UP SPRAY µEADS• MANUFACTURER AND MODEL NUMBER AS SPECIFIED ON IRRIGATION LEGEND. 2. 4" TO 12"GEAR DRIVEN ROTORS, MANUFACT-.IRER AND MODEL NUMBEI< AS SPECIFIE'.) ON IRRIGATION LEGEI\.D. 3. SHRUB NOZZLES ON RISER WITH STABILIZING BARS• MANUFACTURER AND MODEL NUMBER AS S?ECIFIED ON ll<l<IGATION LEGEND, WITH VIT 5524 STABH..IZING BAR AND VIT ST9 SPRINKLER TIES. 4. ROT0:/5 ON RISER WITH STABILIZING BARS• MANUFACTURER AND MODEL NUMBER AS SPECIFIED ON IRRIGATION LEGEND. WITH VIT 5524 STABILIZING BAR AND VIT ST9 SPRINKLER TIES. 2.14 AUTOMATIC CONTROLLER UNIT A. AUTOMATIC CONTROLLER• MANUFACTURER AND MODEL NL,MB'::R AS SPECIFIED ON IRRIGATION LEGEND. 2.15 ELECTRIC CO'JTROL VALVE WIRE A. LOW VOLT AGE• I. AWG UF UL APPROVED NO. 14 DIRECT BU.'IAc COPPER WIRE FOR ALL CONTROL WIRES AND NO. 14 DIRECT BURIAL COP?ER Wll<E FOR ALL COMMON Wll<ES. 2. WIRE COLORS• A. CONTROL WIRES-AS SPECIFIED ON DRAWINGS B. COMMON WIRES-AS SPECFIED ON DRAWINGS. C. MASTER VALVE WIRE:S-BLUE. D. SPARE WIRES-GREEN <LABELED AT TERMII\ATION) 3. WIRE SPLICE CONNECTORS• 3M OBY DIREC"." BURY SPLICE KITS. B. HIGH VOLTAGE, I. TYPE REQUIRED BY LOCAL CODES AND ORDINANCES, OF Pi<OPER SIZE TO ACCOM'v\ODA TE NEEDS OF EQUIPMENT SERVICED. 2.16 SAND BE':DDING A. SAND BEDDING SHALL BE CONSTRUCTION GRADE. 2.17 WARNING TAPES A. WAR'IING TAPES SHALL BE TµOR ENTERPRISES, INC. PER CARLSBAD MUNICIPAL WATER DISTRICT. ' PART 3 -EXECUTION 3.01 PREPARATION A. E':XAMINE FIELD CONDITIONS PRIOR TO BEGINNING WORK DESCRIBED IN THIS SECTION. GRADING OPERATION$ SHALL BE COMPLETED AND APPROVED PRIOR TO BEGINNNG WOR<. 8. VERIFY ALL SLEEVE LOCA T10N$ BELOW FUTURE HARDSCAPE AND/OR ACROSS CONCRETE V-DITCµEs PRIOR TO BEGINNING WORK iN Tµ1s SECTION. FLAG ALL EXISTING SLEEVES AND CONDUITS INSTALLED BY OTHER TRADES. REPORT ANY CONFLICTS AND DISCREPANCIES TO THE ARCHIT::CT IMMEDIATELY. C. IRRIGATION SYSTEM SHALL BE CONSTRUCTED TO THE SIZES AND GRADES AT THE LOCATIONS SHOWN ON THE DRAWINGS. MA2< WITH POWDc'RED LIME OR MARKING PAINT ROUTING OF PRESSURE SU"PL Y LIN: AND STA<E THE LOCATION OF EACµ SPRA YHEAD. ROTOR. ELECTRIC CONTROL VALVE AND QTµER RELATED EQUIPMENT FOR T:-E FIRST TµREE ZONES. ARCHITECT SHALL REVIEW STAKING AND DIRECT ANY NECESSARY CHANGES WITH THE CONTRACTOR PRIOR TO PROCEEDING TO OTHER ZONE$. THS l<EVIE:W DOc'S NOT IN ANY WAY ALLEVIATE THE CONTRACTO.' FROM --IE RESPONSli3I. ITIES ASSOCIATED WITI-I P;?OPER UI\IFORMITY AND DISTRIBUTION OF HEAD PLACE:MENT AFTEI< STAKING. D. INS1 ALL SLEEVES, TO ACCOMMODATE PIPES AND WIRES. UNDER PAVING. HARDSCAP"' AREAS. SIDEWALKS. AND PATµs PRIO'< TO ASPHALT AND CONCRETE OPERATIONS. COMPACT BACKFILc AROUND SLEEVES TO 95% MODIFIED PROCTOR DENSITY WITHIN 2% OF OPTIMUM MOISTURE CO"TENT IN ACCOl<DANCE WITH ASTM DI557. 3.02 EXCAVATION AND BACKFILLING OF TRENCHES A. TRE'JCH EXCAVATION SHALL AS Mucµ AS POSSIBLE FOLLOW THE LAYOUT SHOWN 01\J THE DRAWINGS. TRENCHES SHALL BE STRAIGµT IN ALIGNMENT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRE'JCH. REMOVE ROCKS AND DEBRIS GREATER THAN I" IN DIAMETER. OVER EXCAVATE AS REQUIRED FO:/ BE'.JDI\G MATERIAL. B. DEPTH OF TRENCH (IN LANDSCAPE AREAS)• PRESSURE SUPPLY LINE, 18' FROM TOP OF PIPE TO FINISH GRADE. NON-PRESSURE LINE CROTORSl• 18" FROM TOP OF PPE TO c'INISH GRADE, NON-PRESSURE LINE (SPRAY HEADS)• 12" FROM TOP OF PIPE TO FINISH GRADE. CONTROL WIRING• DIRECTLY AT SIDE AND BOTTOM OF PRESSURE SUPPLY LINE. WARNING TAPE• ONE TO BE INSTALL DIRECTLY ABOVE THE Pl<ESS-.IRE SUPPLY LIN"' AND TI--E SECOND ONE 10 BE NST ALLED 12" ABOVE THE FIRST WARNING TAPE. fSHill7 CITY OF C .. A.RLSBi\D fsRITf5l 1---+---1------------------+----+---+---+----i ~ PLANNING DEPARTMENT ~ ~=-====================:....=~ RRIGA TION SPECIFICATIONS FOR< CARLSBAD RESEARCH CENTER LOT-6 F-H..E " 884 ID-06 C. DEPTH OF TRENCH (UNDER ASPHALT PAVING OR CONCRETE)• PIRESSURE SUPPLY LNE• 24" FROM TOP OF PIPE TO AGGREGATE BASE. NON-PRESSURE LINE• 24" FROM TOP OF PIPE TO AGGREGATE BASE. CONTROL WIRING• DIRECTLY AT SIDE AND BOTTOM OF PRESSURE SUPPLY LNE. PIRESSURE SUPPLY LINE WARNING TAPE• 12" ABOVE TOP OF PIPE AND ONE ON PIPE. I. PIPING LOCATED UNDER ASPHALT PAVNG OR CONCRETE SI-IALL Be: INSTALLED WITH THE APPROPRIATE SIZED SLEEVE AND BACKFILLED WITH SAND BEDDING (6" BELOW PIPE AND 6" ABOVE PIPEl. 2. COMPACT BACKFILL MATERIAL IN 6" LIFTS AT 90% MAXIMUM DENSITY DETERMINED IN ACCORDANCE WITH ASTM Dl557 USING MANUAL OR rvECHANICAL TAMPING DEVICE. 3. SET IN PLACE, CAP, AND PRESSURE TEST PIPING IN THE PRESENCE OF THE CITY INSPECTOR AND OWNER'S REPRESENTATIVE AND APPIROVE SAME PRIOR TO BACKFILLING. D. WIDTH OF Tl<ENCH• PIPE GREATER THAN 3"• 14" MINMUM. PIPE LESS THAN 3·, 7" MNIMUM. E. WIDTH BETWEEN TRENCHES ll<RIGA TION TRENCH TO IRRIGATION TRENCH 6" MNIMUM. li<RIGATION Ti<ENCH AND OTHER TRADE TRENCHES• 12" MINIMUM. F. BORING• BOl<ING WILL ONLY BE PEl<MITTED WHERE PIPE MUST PASS LNDER AN OBSTl<UCTION THAT CANNOT BE AVOIDED OR REMOVED. BACKFILL SHALL MATCH SURROUNDING SOIL DENSITY AND GRAIN BORING LINDEi< EXISTNG PAVING. SIDEWALKS. OR HARDSCAPE MAY BE PERMITTED AT CONTRACTOR'S OWN RISK. CONTRACTOR IS RESPONSIBLE FOR ANY REPAIRS OR DAMAGE TO SUCH ITEMS AT THEIR OWN EXPENSE. G. BACKFILLING• BACKFIULING OF TRENCHES MAY NOT BE DONE UNTIL ALL REQUIRED TESTING FOR THE IRRIGATION SYSTEM HAS BEEN COMPLETED AND APPROVED BY THE CITY INSPECTOR. I. MATERIAL• EXCAVATED MATERIAL IS GENERALLY CONSIDERED TO BE ADEQUATE FOR BACKFILLING OPERATIONS. BEFORE BEGiNI\ING Te!E BACKFIULING OPERATION. INSURE THAT BACKFILL MATERIAL IS FREE Fl<OM DEBRIS AND ROCKS GREATER THAN I" IN DIAMETER, AND IS NOT MIXED WITH TOPSOIL. THESE MATERIALS AFTER SEPARATED FROM BACKFILL, SHALL BE LEGALLY DISPOSED OF AT CONTRACTOR'S EXPENSE. 2. BEDDING• BED PRESSURE SUPPLY LINE WITH CONSTRUCTION GRADE $AND 6" ABOVE AND 6" BELOW PIPE AS SHOWN ON DETAILS. REMAINNG BACKFILL MAY BE AS DESCRIBED ABOVE. 3. BED ALL ELECTRICAL CONTROL WIRE Tl<ENCHED SEPARATE FROM PRESSURE SLPPL Y LINE, WITH CONSTRUCTION GRADE SAND 6" ABOVE AND 6" BELOW WIRES. 4. WHEN BACKFILLING, SLIGHTLY MOUND FILLED TRENC.ES FOR SETTLEMENT AFTER BACKFLLING IS COMPACTED. COMPACT BACKFILL TO A 90i MAXIMUM DENSITY IN ACCORDANCE WITH ASTM Dl557 WITH A MECHANICAL TAMPER. DO NOT LEAVE TRENCHES OPEN FOR A PERIOD GREATER THAN 48 HOURS. OPEN TRENCHES SHALL BE PROTECTED IN ACCORDANCE WITH CURRENT OSHA REGULATIONS. 5. SMOOTH TRENCHES TO FINISH GRADE PRIOR TO REQUESTING A WALK THROUGH FOR SUBSTANTIAL COMPLETION WITH THE ARCHITECT OR OWNER. 3.03 PONT OF CONI\ECTION A. POINT OF CONNECTION SHALL BE APPROXIMATELY AS SHOWN ON DRAWNGS. COl'-NECT NEW UNDERGROUND PIPING AND VALVES AND PROVIDE ALL FLANGES. ADAPTERS. OR OTHER NECESSARY FITTINGS. 3.04 INSTALLATION OF SOLVENT WELD POLYVINYL CI-LORIDE PIPE (PVC) A. POLYVINYL CHLORIDE Pf'E SHALL BE CUT WITH AN APPIROVED PVC PIPE CUTTER DESIGNED ONLY FOR THAT PURPOSE. B. ALL PLASTIC-TO-PLASTIC SOL VENT WELD JOINTS SHALL USE ONLY THE SOLVENT RECOMMENDED BY THE PIPE MANUFACTURER. DO NOT NSTALL SOLVENT WELD PIPE WHEN TEMPERATURE IS BELOW 40? F. C. PIPE ENDS AND FITTINGS SHALL BE WIPED WITH MEK, OR APPROVED EQUAL, BEFORE WEcDING SOLVENT IS APPLIED. WELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. D. PIPE SHALL BE SNAKED FROM SIDE-TO-SIDE ON TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTIONS. E. F. G. I. ALL CHANGES OF DIRECTION OVER 15 DEGREES SHALL BE MADE WITH APPROPRIATE FITTINGS. WHEN PIPE LAYNG IS NOT N PROGRESS AT THE END OF EACH WORKING DAY, CLOSE PIPE ENDS WITH TIGHT PLUG OR CAP. INST ALL PRESSUC?E SUPPLY LINE LOCATING TAPE ALONG THE ENTIRE LENGTH OF PRESSURE SUPPLY LINE. COORDINATE PRESSURE SUPPLY LINE WITH SAND BEDDING OPERATIONS. NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTIONS HAVE BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSEc> FOR SOLVENT WELD SETTING AND CURING. J, CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKALL TO PREVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR INSPECTION DURING TESTING. 3.05 INSTAULATION OF BRASS PIPE• A. BRASS PIPING SHALL BE CUT BY A POWER HACKSAW. A CRCULAR CUTTING MACHfl'cE USING AN ABRASIVE W.!EEL. OR BY MEANS OF A HAND HACKSAW. ALL PIPE SHALL BE REAMED AND ROUGH EDGES OR BLRRS REMOVED $0 THAT A SMOOTH ANc> UNOBSTRUCTED FLOW IS OBTAINED. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. PLOT DATE• 10112/05 B. ECCENTRIC REDUCING FITTINGS $HAUL BE USED WHERE ANY CHANGE IN PIPE SIZE OCCURS. BUSHINGS SHALL NOT BE USED UNLESS SPECFICALL Y AUTHORIZED BY THE ARCHITECT. C. JONT COMPOUND SHALL BE CAREFULLY AND SMOOTHLY PLACED ON THE MALE THREAD ONLY. ALL SCREW'::D JOINTS MUST BE TIGHTENED WITH TONGS OR WRENCHES. CAULKING OF ANY KIND WILL NOT BE PERMITTED. D. ALL EXPOSED PIPING UNDER STRLICTLRAL SLABS SHALL BE STENCILED WITH "IRRIGATION MAN" OR "IRRIGATION LATERAL" AS REQUIRED, AT TEN FOOT (10') INTERVALS IN BLACK LETTERING, 3/4" Ml'JIMUM HIGH. 3.06 BACKFLOW PIREVENTION DEVICE A. NSTALL BACKFLOll'I PREVENTION DEVICE, ENCLOSURE AND ASSOCIATED EQUIPMENT AT THE LOCATION AS SPEClflED ON DRAWINGS. B. COORDINATE INSTALLATION WITH LOCAL GOVERNING CODES AND ORDINANCES. CITY-S BACKFLOW SPECIALIST MUST APPROVE LOCATION AND INSTALLATION. 3.07 FLOW SENSORS A. INSTALL FLOW SENSORS AS SPECIFIED ON DRAWINGS AND PER MANUFACTURER'S SPECIFICATIONS. B. INSTALL FLOW SENSING CABLE IN A SEPARATE CONDUIT AND CONNECT TO TERMINAL STRIP AT CONTROLLER. 3.08MASTER VALVES A. INSTALL MASTER VALVES AS SPECIFIED ON DRAWNGS AND PER MANUFACTURER'S SPECIFICATIONS. B. INSTALL MASTER VALVE WIRE IN A SEPARATE CONDUIT AND CONNECT TO TERMINAL STRIP AT CONTROLLER 3.09 ISOLATION BAUL VALVES A. INSTALL !ISOLATION BALL VALVES IN SEPARATE VALVE BOXES AS SPECIFIED ON THE DRAWING$. 3.10 QUICK COUPLING VALVES A. INSTALL QUICK COUPLING VALVES IN SEPARATE VALVE 30X AS SPECIFIED ON TH':: DETAIL DRAWINGS. B. ANGLED NIPPLE RELATIVE TO PRESSURE SUPPLY LINE SHALL 8E NO GREATER THAN 45? AND NO LESS THAN 10?. 3.11 AIR RELIEF VALVES A. INSTALL AIR RELEASE VALVES IN SEPARATE VALVE BOXES AS SPECIFIED ON THE DRAWINGS. 3.12 ELECTR1C CON17ROL VALVES A. INSTALL EACH ELECTRIC CONTROL VALVE IN A SEPARATE VALVE BOX SO THAT CROSS HANDLE IS 3" MIN. BELOW VALVE BOX COVER AS SPECIFIED ON THE DETAIL DRAWINGS. 8. GROUP ELECTRIC CONTROL VALVES TOGETHER AS SPECIFIED ON THE DRAWINGS ALLOWING A MAXIMUM OF 12" BETWEEN EACH VALVE BOX. INSTALL VALVE BOXES IN THE SAME DIRECTIOI'-Ai'<D PARALLEL WITH ONE ANOTHER AND PERPENDICULAR TO PAVING, ~IARDSCAPE, SIDEWALKS AND PATHS. C. INSTALL ELECTRIC CONTl<OL VALVES ON SLOPES WITHN TWO FEET "'ROM TOE OF SLOPE USE SAME TRENCH AS TOE OF SLOPE NON-PRESSURE LATERAL LINE FOR PRESSURE SUPPLY LINE AND WIRE ROUTING SEE SECTION 3.02 B AND C FOR PIPE AND WIRE DEPTHS. 3.13 CHECK VAL VE$ A. INSTALL SWING CHECK VALVES AS SPECIFIED ON DRAWINGS. B. INSTALL SPRl'JG CHECK VALVES AS SPECIFIED ON '.lRAll'/INGS. 3.14 VALVE BOXES A. INSTALL VALVE BOXES WITH EACH TYPE OF IRRIGATION EQUIPMENT SO THAT TOP OF VALVE BOX IS ABOVE FINISH GRADE AS SPECIFIE'.l ON THE DETAIL DRAWINGS. VALVE BOX EXTENSIONS ARE NOT ACCEPT ABLE. B. PLACE GRAVEL SUMP BELOW AND AROUND EACH VALVE BOX PRIOR TO INSTALLING VALVE BOX AS SPECIFIED ON THE DRAWINGS. PLACE REMAINING PORTION OF GRAVEL INSIDE VALVE BOX ALLOWING FUUL ACCESS IN AND AROUND ALL FITTINGS. VALVE BOX SHALL BE FULLY SUPPORTED BY GRAVEL SUMP. NO BRICK OR WOOD SUPPORTS ARE ALLOWED. C. BRAND VALVE BOX LID OF ASSOCIATED EQUIPMENT AS FOLLOW$• ELECTRIC CONTROL VALVE BOX LID 11'/ITH "CONTROLLE:? LETTER AND ST A TION NUMBER". D. OUICK COUPLING VALVE BOX LID WITH THE LETTERS "QC". ISOLATION BALL VA1• VE BOX LID WITH THE LETTERS "BV", AR REL.IEF VALVE BOX LID WITH THE LETTERS "AR'. SPARE WIRE BOX LIDS WITH THE LETTERS ·sw· WIRE SPLICE BOX LID WITH THE '..ETTERS ·ws·, LETTER AND NUMBER SIZE OF SRAND SHALL BE NO LESS THAN r AND NO GREATER THAN 1112" IN HEIGHT AND SHALL BE l/8" MAXIMIJM IN DEPTH. PROVIDE SAMPLE BRANDING TO THE 011'/N'::R OR OWNE'<'S REPRESENTATIVE PRIOR TO COMMENCEMENT OF WORK. WALK THROUGH FOi:? SUBSTANTIAL COMPLETION WILL NOT BE ALLOWED UNTIL ALL BRANDING IS COMPLETE. 3.15 SPRAY HEADS AND ROTORS A. INSTALL SPRAY HEADS AND ROTORS AS SPECIFIED ON DRAWINGS ALLOWING MINIMUM DISTANCE BETWEEN PAVING, HAi::?DSCAPIE, SIDEW/:,JLKS, AND PATHS. B. SPRAY HEADS AND ROTORS $!-<ALL NOT EXCEED THE MAXIMUM HEAD AND ROW SPACING SPECIFIED ON THE DRAWINGS OR $1 AKED IN THE FIELD BY THE ARCHITECT. IN NO CASE MAY SPRAY HEADS OR ROTORS BE INSTALLED AT A '.)1$TANCE BETWEEN HEADS THAT EXCEEDS THE MANUFACTURER'S RECOMMENDED DISTANC":. C. ANGLED NIPPLES ON SWING JOINTS BELOW SPRAY HEADS AND ROTORS SHALL NOT EXCEED 45° NOR BE LESS THAN 10°. D. AFTER l'JST AULA TION ADJUST NOZZLE SIZES. ARCS AND RADIUS OP THROW TO ALLOW HEAD TO HEAD UNIFORM DISTRIBUTION. ADJUST ALL SPIRA Y HEADS AND ROTORS TO CORRECT HEIGHT ABOVE SOD AS DETAILED. ADJUST ALL SHRUB NOZZLES ON RISERS AND ROTORS ON RISER'S PERPENDICULAR TO FINISH GRADE AND AS SPECIFIED ON THE DRAWINGS. NO OVER SPRAY WILL BE ALLOWED ON PAVING, HARDSCAPE, SIDEWALKS, AND PATHS. E. ADJUST ADJACENT PLANT MATERIAL SO THAT IT DOES NOT NTERFERE WITH UNFORM DISTRIBLl1 I0N OF EACH SPRAY HEA'.) OR ROTOR. F. ARCHITECT MAY REQUEST NOZZLE CHANGES AND/OR ADJUSTMENTS WITHOUT ADDITIONAL COST TO THE OWNER. 3.16 AUTOMATIC CONTROULER UNIT A. VERIFY ELECTRICAL POWER AT LOCATION OF AUTOMATIC CONTROLLER UNIT PRIOR TO INSTALLATION OF AUTOMATIC CONTROLLER UNIT. NOTIFY ARCHITECT IMMEDIATELY IF POWER SOURCE IS NOT AVAILABLE. B. HARDWIRE CONTROLL1=R TO THE ON/OFF SWITCH AND EXISTING POWER SOURCE. CONTROULER $HALL NOT BE PLUGGED INTO SOCKET PROVIDED FOR OTHER EQUIPMENT. C. INSTAUL AUTOMATIC CONTROLLER UNIT WHERE SI-IOWN ON DRAWINGS PER MANUFACTURER'S SPECIFICATIONS. CONTROLLER SHALL BE TESTED WITH COMPLETE ELECTRICAL CONNECTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY POWER TO THE CONTROLLER FOR OPERATION AND TESTING PURPOSES. D. CONNECT ELECTRIC CONTROL VALVE WIRING TO CONTROLLER UNIT IN THE SAME NUMERICAL SEQUENCE AS INDICATED ON THE '.)RAll'/INGS AND LABEL 11'/ITHN I" OF THE TERMINAL STRIP. LABEL ALL SPARE WIRES AS "SPARE'. E. CONNECT FLOW SENSING AND MASTER VALVE WIRING TO CONTROLLER UNIT AND LABEL WITHIN I" OF THE TERMINAL STl<IP, F. INSTALL A SEPARATE GROUND ROD AND WIRE FOR EACI-< CONTROLLER UNIT AS SP1=CIFIED ON THE DRAWINGS AND PER MANUFACTURER'S SPECIACATIONS. G. ABOVE GROUND CONDUIT SHALL BE RIGID GALVANIZED PIPE WITH THE APPROPRIATE FITTINGS. BELOW GROUND CONDUIT SHALL BE PVC SCH 40 PIPE WITH APPROPRIATE FITTINGS. H. LABEL EACH AUTOMATIC CONTROLLER UNIT WITH T.E LETTER OR NUMBER DESIGNATED ON THE DRAWINGS. LETTER OR NUMBER SHALL BE LOCATED IN A VISIBLE LOCATION ON THE INSIDE PANEL COVER WITH 3" HIGH VINYL LETTERS. I. EACH AUTOMATIC CONTROLLER UNIT SHALL BE COMPLETELY OPERABLE PRIOR TO SCHEDULING A WALK THROUGH FOR SUBSTANTIAL COMPLETION. 3.17 ELECTRICAL WIRE A. LOIi'/ VOLT AGE WIRING• L BURY CONTROL WIRING IN SAME TRENCH AS PRESSURE SLIPPL Y LINE AS SPECIFIED. 2. BUNDLE ALL 24 VOLT WIRES AT 20' INTERVALS WITH ELECTRICAL TAPE. 3. PROVIDE EXPANSION LOOPS AT EVERY PRESSURE SUPPLY LINE ANGLE FITTING, INSIDE EACH ELECTRIC REMOTE CONTROL VALVE BOX, AND AT 250' LENGTH INTERVALS ALONG ROUTING. FORM EXPANSION LOOP BY WRAPPING WIRE A MINIMUM OF 10 TIMES AROUN'.) A 3/4" PIPE AND WITHDRAWING PPE AS SPECIFIED ON THE DRAWINGS. 4. LIMIT SPLICNG OF ELECTRICAL WIRING. PROVIDE EACH SPLICE MADE AT INTERVALS OR IN ELECTRIC CONTROL VALVE AND DRIP VALVE ASSEMBLY VALVE BOXES WITH 3M DBY DIRECT BURY SPLICE KITS. 5. WIRE SPLICES OCCURRING AT l'JTERVALS OUTSIDE ELECTRIC CONTROL VALVE BOXES SHALL BE INSTALLED IN A SEPARATE VALVE BOX. 6. PIROVIDe: CD O'JE ELECTRICAL CONTROL WIRE FOR EVERY ELECTRIC CONTROL VALVE. PIGGY BACKING LIKE ZONES ON THE SAME ELECTRICAL CONTROL WIRE IS NOT ALLOWED. 7. INST ALL (2l TWO SPARE ul4-I ELECTRICAL CONTROL WIRES FROM THE AUTOMATIC CONTROLLER LNIT PEDESTAL TO THE LAST ELECTRIC CONTROL VALVE ON EACH LEG OF PRESSURE SUPPLY LINE. LOCATE THE SPARE WIRES IN THEIR OWN VALVE BOX AS SPECIFIED ON THE DRAWINGS. IN ADDITION TO THESE SPARE WIRES. CHECK THE DRAWINGS FOR ANY ADDITIONAL WIRES THAT MAY BE REQURED AND LOCATE THEM IN THE SAME VALVE BOX A$ THE SPARE WIRES. A, HIGH VOLT AGE WIRING• .I INST ALL 120 VOLT POWER FROM POWER SOURCE TO AUTOMATIC CONTROLLER LNIT FOLLOWING LOCAL GOVERNING CODES AND ORDINANCES. 3.18 QUALITY CONTROL A. PRECONSTRUCTION MEETING• THE CONTRACTOR 1$ RESPONSl3LE FOR CONT ACTING THE CITY INSPECTOR AND THE ARCHITECT PRIOR TO BEGINNING CONSTRUCTION AND/OR ORDERING MATERIALS TO ESTABLISH A MEETING TO REVIEW A'JD DISCUSS PROJECT OBJECTIVES. CONCERNS AND TO REVIEW THE CONSTRUCTION DOCUMENTS TO INSURE A COMPLETE UNDERSTANDING OF REQUIRED INSTALLATION PROCEDURES. B. GENERAL OBSERVATION• THE ARCHITECT WILL VISIT THE CONSTRUCTION SITE AT INTERIM TIMES DURING THE CONSTRUCTION PROCESS TO ACCESS CONSTRUCTION PROGRESS REGARDING INSTALLATION OF IRRIGATION EQUIPMENT TO BE IN COMPLIANCE WITH THE DRAWINGS. DETAILS, SPECIFICATIONS AND SITE CONDITIONS. THE ARCHITECT WILL PREPARE A SITE REPORT AFTER EACH VISIT NOTING PROGRESS OF INSTALLATION, VERBAL COMMUNICATION WITH THE CONTRACTOR AND IDENTIFYNG ANY FIELD ADJUSTMENTS NECESSARY WHICH REQUIRE MODIFICATIONS TO TH:= DESIGNED IRRIGATION SYSTEM. A COPY OF THIS SITE REPORT WILL BE DELIVERED TO BOTH THE OWNER AND THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE TO IMMEDIATELY ADDRESS EACH ITEM ON THE SITE REPORT BEFORE PROCEEDING WITH FURTHER CONSTRUCTION. C. PRESSURE TESTING THE PRESSURE SUPPLY LINE• AFTER BACKFLLING, FLUSHING, AND PRIOR TO THE INSTALLATION OF EACH ELECTRIC CONTROL VALVE, ISOLATION BALL VALVE AND QUCK COUPLING VALVE THE IRRIGATION SYSTEM SI-IALL BE PRESSURE TES rED. I. PRESSURE TESTING SHALL BE PERFORMED IN THE PRES:'NCE OF THE CITY INSPECTOR AND THE ARCHITECT AND OWNER OR OWNER·s REPRESENTATIVE UTILIZING THE FOLLOWING PROCEDURE• A. PRESSURIZE THE IRRIGATION SYSTEM TO 40 PSI GREATER THAN THE DESIGNATED ST A TIC PRESSURE OR 150 PSI WHICHEVER IS GREATER FOR A PERIOD OF NO LESS THAN 4 HOURS. THE PRESSURE GA.LIGE USED FOR THE PRESSURE TEST SHALL NOT EXCEED QEADINGS GREATER THAN 300PSI. PRESSURE PUMP AND OTHER EQUPMENT NECESSARY FOR THE TEST SHALL BE FURNISHED BY THE CONTRACTOR. 8. TEST IS ACCEPT ABLE IF NO LEAKAGE OCCURS WITHIN THE SYSTEM FOR THE DURATION OF THE TESTING PERIOD. C. IF LEAKS OCCUR, REPAIR SAID LEAKS AND BEGIN PRESSURE TEST AGAIN. REP1=A T THIS OPERATION UNTIL NO LEAK$ OCCUR IN THE IRRIGATION SYSTEM. D. BEFORE REQUESTING A WALK THROUGH FOR SUBSTANTIAL COMPLETION, THE ENTIRE IRRIGATION SYSTEM SHALL REMAIN UNDER PRESSURE FOR A PERIOD OF NO LESS THAN 48 HOURS. 2. THE CONTRACTOR 1$ RESPONSIBLE FOR NOTIFYING THE CITY INSPECTOR AND THE ARCHITECT TINO DAYS IN ADVANCE OF THE PRESSURE TEST. D. FLUSHING, CENTl"'R LOAD ALL PIPING PRIOR TO FLUSHING. AFTER ALL NEW IRRIGATION PIPING AND RISERS ARE IN PLACE AND CONNECTED AND ALL NECESSARY DIVERSION WORK HAS B1=EN COMPcETED AND PROR TO THE NSTALLATIQN OF SPRINKLER HEADS. ROTORS AND OUICK COLIPLING VALVES.THOROUGHLY FLUSH PIPING SYSTEM UNDER FULL HEAD OF PRESSURE. AFTER THE FURTHEI/MOST RIS::R FROM THE POINT OF CONNECTION BEGINS TO FLUSH, CONTINUE FLUSHING FOR A DURATION OF FIVE MINUTES. AFTE:? THE SYSTEM'$ THOROUGHLY FLUSHED. CAP ALL RISERS, E. WALK THROUG~I FOR SUBSTANTIAL COMPLETION• I. BEFORE REQUESTING A WALK THROUGH FOR SUBSTANTIAL COMPLETION THE FOLLOWING REQUIREMENTS MUST BE ENTIRELY SATISFIED• 2. A. THE ENTIRE IRRIGATION SYSTEM 1$ COMPLETELY NSTALLED, FLUSHED AND SATISFACTORILY PRESSURE TESTED, IF THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT FOR THE PRESSURE TEST AND FLUSHING PROCEDURES STATED ABOVE THAN THE CONTRACTOR ASSUMES FUUL RESPONSIBILITY FOR ANY DESIGN MODIFICA T'ONS DIRECTED BY THE ARCHITECT DURING THE WALK THROUGI-< FOR SUBSTANTIAL COMPLETION REGARDING PRESSLIRE AND FLUSHING ISSUES. B. ALL VALVE BOXES HAVE BEEN BRANDED. C. ALL AUTOMATIC CONTROLLERS ARE FULLY OPERABLE AND COMMUNICATION HAS BEEN CERTFIED IN WRITNG AND CHECKE:D AT CENTRAL CONTROL SYSTEM BY THE CENTRAL CONTROL SYSTEM MANUFACTURER ON THEIR LETTER HEAD. D. RECORD AS-BUILT DRAWINGS HAVE BEEN SUBMITTED TO THE ARCHITECT FOR REVIEW AS TO COMPLETENESS. E. C4l FOUR SERVICES MANUALS HAVE BEEN DELIVERED TO THE OWNER OR OWNER'S REPRESENTATIVE. ONCE THE ABOVE REQUIREMENTS i-lAVE Be:EN MET A WALK THROUGH FOR SUBSTA'JTIAL COMPLETION MAY BE REQLESTED. THE FOLLOWING PROCEDURES \NIL'-BE USED DURING THE WALK ThROUGH• A. CONTRACTOR MUST elAVE C2l TINO PERSONNEL AVAILABLE WIT!-< RADIO COMMUNICATION FOR THE ENTIRE LENGTH OF THE WALK THROUGH. F. 8. ALL VALVE BOX LIDS SHALL BE REMOVED FROM VALVE BOXES AND PLACED FACE UP ADJACENT TO THE VALVE BOX PRIOR TO BEGINNING THE WALK THROUGH. C. THE WALK THROUGH \NILL BE DIVIDED NTO (2l TWO SECTIONS AND PROCEED AS FOLLOWS• .I VISUAL WALK THROUGH• THIS WILL CONSIST OF WALKING THROUGH THE ENTIRE IRRIGATION SYSTEM AND EXAMINING ALL COMPONENTS OF THE SYSTEM WITHOUT TURNING ON ZONES. A PUNCH LIST WILL BE ESTABLISHED OF DEFICIENCIES IN THE CONSTRUCTION AND WORKMANSHIP OF Ti-IE IRRIGATION SYSTEM AS COMPARED TO THE CONSTRUCTION DRAWINGS. DETAILS, AND SPECIFICATIONS. .2 OPERATIONAL WALK THROUGH• THIS WIL-CONSIST OF WALKING THROUGH THE ENTIRE IRRIGATION SYSTEM OBSERVING EACH ZONE IN A FULLY OPERABLE CONDITION. VALVES MUST BE ACTIVATED FROM THE AUTOMATIC CONTROLLER UNIT (MANUAL BLEEDING OF INDI\/IDLAL ELECTRIC CONTROL VALVES WILL NOT BE ACCE"T ABLE). A PUNCH LIST \NILL BE ESTABLISHED OF DEFICIENCIES IN THE OPERATION OF EACH ZOl\,E IN THE IRRIGATION SYSTEM EVALUATING BU-NOT LIMITED TO HEAD SPACING, ROW SPACING. NOZZLE SIZING, CORRECT RADIUS OF THQOW, CORRECT STATIONING, AS COMPARED TO THE CONSTRUCTION DRAWINGS. DETAILS. AND SPECIFICATIONS. FINAL WALK THROUGH• I. BEFORE COMMENCEMENT OF A FINAL WALK THROUGH IS REQUESTED, THE FOLLOWING REQUIREMENTS MUST BE ENTIRELY SATISFIED• A. EACH ITEM ON THE WALK THROUGH FOR SUBSTANTIAL COMPLETION HAS BEEN THOROUGHLY ADDRESSED AND RESOLVED BY THE CONTRACTOR. B. ALL FINAL RECORD AS-BUILT DRAWINGS AND CONTROLLER CHARTS HAVE BEEN PRODUCED BY THE ARCHITECT FOR REVIEW BY THE ARCHITECT AND CONTRACTOR AT THE FINAL WALK THROUGH 2. ONCE THE ABOVE REOl.lREMENTS HAVE BEEN MET A FINAL WALK THROUGH MAY BE REQUESTED. THE FOLLOWING PROCEDURES WILL BE USED• 3. A. CONTRACTOR MUST HAVE (2l TWO PERSONNEL AVAILABLE WITH RADIO COMMUNICATION FOR THE ENTIRE LENGTH OF THE WALK THROUGH. B. ONLY THOSE VALVE BOX LIDS SHALL. BE REMOVED FROM VALVE BOX1=S AS NDICATED ON THE WALK THROUGH ~oR SUBSTANTIAL COMPLETION PUNCH LIST. TH:: VALVE BOX LIDS SHALL BE PLACED FACED UP ADJACENT TO THE VALVE BOX PRIOR TO BEGINNING THE FINAL WALK THROUGH. C. THE FINAL WALK THROUGH WILL BE DIVIDED INTO C2l TWO SECTIONS AND PROCEED AS FOLLOWS• .I VISUAL WALK THROUGH• THIS WILL CONSIST OF WALKING THROUGH THE PLJ'.CH LIST ITEMS CREATED AT T:~E TIME OF THE WALK THROUGH FOR SUBSTANTIAL COMPLETION, EXAMINING ALL COMPOl'-ENTS OF THE SYSTEM WIT i-lOUT TURNING ON ZONES. ANY REMAINING DEi"ICIENCIES IN THE CONSTRUCTION AND WORKMANSHIP OF THE IRRIGATION SYSTEM AS COMPARED TO THE c'UNCH Ll$7 GENERATED AT THE TIME OF THE WALK THROUGH FOR SUBSTANTIAL COMPLETION. CONSTRUCTION DRAWINGS, DETAILS AND SPECIFICATIONS WILL SE NOTED. .2 OPERATIONAL WALK THROUGH• THIS WILL CONSIST OF WALKING THROUGH THE PUNCH LIST ITEMS CREATED AT THE TIME OF THE WALK THROUGH FOR SUBSTANTIAL COMPLETION AND OBSERVING EACH ZO'E N A FULLY OPERABLE CONDITION. VALVES MUST BE ACTIVATED FROM THE AUTOMATIC CONTROLLER UNIT (MANUAL BLEEDING OF INDIVIDUAL ELECTRIC CONTROL VALVES WlcL NOT BE ACCEPTABLE). ANY REMAINING DEFICIENCIES IN THE OPER/,TION OF EACH ZONE IN THE IRRIGATION SYSTEM INCLUDING BUT NOT LIMITED TO HEAD SP,t,CING. ROW SPACING, NOZZLE SIZING. CORRECT RADIUS OF THROW, CORRECT STATIONING AS COMPARED TO TI-E PUNCH UST GENER A TED AT THE Tlfv\E OF THE WALK ,HROUGH FOR SUBSTANTIAL COMPLETION CONSTRUC-ION DRAWING$, DETAILS, AND SPECIFICATIONS. .3 ONCE THE FINAL WALK THROUGH IS COMPLE-ED AN'.) ALL ITEMS CREA TED ON THE FINAL PUNCH LIST HAVE BEEN ADDRESSED THE MAINTENANCE PERIOD MAY BEGIN. ANY ADDITIONAL WALK THROUGH$ REQUIRED DUE TO CONTRACTORS. INABILITY TO ADDRESS ALL ISSUES ON THE PUNCH LISTS DESCRIBED ABOVE \NILL BE PROVIDED AT THE CONTRACTOR'S EXPENSE. ONCE THE FINAL WALK THROUGH IS COMPLETED AND ALL IT":MS CREA TED ON THE FINAL PUNCH LIST HAVE BEEN ADDRESSED THE MAINTENANCE PIER OD MAY BEGIN. ANY ADDITIONAL WALK THROUGHS REQUIRED DUE TO CONTRACTORS' INABILITY TO ADDRESS ALL ISScJES ON THE PUNCH LISTS DESCRIBED A.BOVE WILL SE PROVIDED AT THE CONTRACTOR'S EXPENSE. l----l---1-------------+---+---+---+------l I SHEl4ET I CITY OF CARLS RAD ~ '.===:'..':::==::::P:::LA:::N::::N:::IN::::G:::::::D::E::::P::::AR::::T::::M::::E:::N:::T==='-'~=== VANDYKELLP l.andlcapeAnMeetlJN PIIWllng Urban DMIOII watar Management 2970 Fifth Avenue #2.-o Seti lli&gl), CA 92103 (819) 294-8484 FAX (619)574-0626 ii\chell S. Fhillippe CERTIFICATE NO, ,3781 ~ ~ .f,>, ~ ... ' or u1.\\~ ~1· ~ Registered Londscope Architect Cert No. 3781 Exp. 11-30-200~ DATE INITIAL ENGINEER OF' WORK DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DA TE INITIAL CITY APPROVAL ll<RIGA TION SPECFICA TIONS FOR• CARLSBAD RESEARCH CENTER LOT-6 APPROVEU / \ .. ,__ ~..I.I ASSISTANT PLANNING DIRECTOR DWN BY: CHKD BY: LC RVWD BY: MP PROJECT NO. SDP 05-02 ll-9-0S: DATE I DRAWING NO. 431-9L FILE n 8!34 10~07 0 Q ~ ' u) 0 u 0 t\a O ~ > bl-+) 3.19 MANTENANCE PERIOD A. THE MAINTENANCE PERIOD SHALL BE FOR NINETY (90) DAYS AFTER NOTIFICATION FROM THE ARCHITECT OF A SUCCESSFUL FINAL WALK THROU~ Ai'.O WLL BEGt,J ONCE ALL ITEMS ON THE FINAL WALK THRO~ PUNCH LIST HAVE BEEN SATISFACTORILY ADDRESSED BY A WRITTEN ST A TEMENT INDICATING SUCH FROM THE ARCHITECT TO TI-E OWNEQ. I. THE CONTQACTOQ IS QESPONSIBLE FOQ OBTAINING AND FOLLOWING ANY MAINTENANCE MANUALS CREA TED SPECIFICALLY FOR THE PQOJECT FROM THE OWNEQ AT THE BEGINNING OF THE MAINTENANCE PEQIOD. 2. AT THE END OF THE MAINTENANCE PEQIOD AND PRIOR TO TURNING n-E PROJECT OVER TO THE OWNER, THE CONTRACTOQ SHAc.L DELIVEQ THE FOLLOWING TO THE OWNEQ• A. FIVE (5) POP·UP SPQAY HEADS WITH NOZZLES OF EACH TYPE USED. FOR EVERY 100 POP-UP SPRAY HEADS INSTALLED ON THE PQOJECT. 8. FIVE (5) ROTOR HEADS WITH NOZZLES OF EACH TYPE USED, FOR EVERY 100 ROTOR$ INSTALLED ON THE PROJECT. 3. ONCE THE CONTRACTOR HAS PULFILLED ALL MAINTENANCE AGQEEMENT OBUGA TIONS AN HAS PQOVIDED THE ABOVE ITEMS TO Tf-E OWNER, THE MAINTENANCE PERIOD WILL END SEE SECTION 02935 LANDSCAPE MAINTENANCE, FOR MAINTENANCE RESPONSIBLITIES. END OF SECTION 02810 APPROVED FOR PLANTING t---+----1------------t----t----+----+---------I~ Cl'l'Y OF' CARLSBAD I SH~TS I ~~===-====P:::L::A:::N:::N:::IN::::G::::::D::EP:::::A:::R:::::T:::M:::EN::::T:::===::'...::==~ RRIGATION SPECFICA TK)NS FOR• CARLSBAD RESEARCH CENTER LOT-6 AND IRRIGATION ONLY, Mitchell s. fflilliw,A _P_P...,Ro_v_E'~1~,-tl...!:-/_,s:lo4d,.,'----c-=------/ /-9-CS" 00-. INCLUDING PRECISE ~.";i:~· ASSISTANT PLANNING DIRECTOR DATE -,'] C ♦ VAN DYKE LLP "' ~ ~-. . -,,,-----'!°' Lo A TION OF PLANTING ..__,,. ...,.,u,. u...,,Deolg, wawM-,,.1'1, ,..___-:; ~~ DATE INITIAL DWN BY: ___,,.,,_ PROJECT NO. DRAWING NO. O,o 2970FifthAveflue #240 Senrw-...,CA921D3 r \.r~ DATE INITIAL DATE INITIAL CHKD BY· LC A nEAS ' (010)"'"""84 FAX(819;;.:;,... ' OF C~\.' Reg;stered Landscape Arch;tect ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD Bi MP SDP 05-02 431-9L " L-----~:=l<=~~~-------l----------------------------------------------=:... __________________ .:::::._ __ ~c.:r~t~No:.. ~3:78:1~E:•:P•..:.11~-:30::20:o:, __ ~~~~~~=====~~~~~~====~====~~~~~~~~~~~~~~~~~==~~;:;:;::;;:;:;:;:~;:;:;:;:~Jg PLOT DATE> 10/12/05 FILE u 884 ID-08 - .. '" /------'--· ..... ,, ----. . I ! ! .! A ! -I "• I ... ·-l APPROVED f=OR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. PLOT DA TE, 3/14/06 I, 1:11 I I • I , I I D ----------MA CHLINE SEE SHEET: 2· w1oe oecOQ A TM!: CO!!IE!LE WITH WEED 8Al2121!=12 F AB121C UNDEl2NE:ATH :I Ii VANDYK.ELLP t.,,;t IIUAOIM In ....... UrbMONigrl W..'--z •II 2970 Flftll,-._ DO a.. DiegD.CA9210S (819)21M-6484 FAXC819)574-0121 I I Mitchell $, l'hillippt CEltTI F'I CAT[ tll. 3781 ii I ~~~ Registered Landscape Archit♦ct Cert Na. 3781 Exp. 11-30-2007 I' i i ! I' i ! \ \ ' . l \ ' • I /2~ AC~_~~ Rf'ClAIM[D • I 2124106 LC 1 I '" KE MAF' NTS . . CONSTRUCTION LEGEND: SYMBOL DESCRIPTION -----------PlroF'!:RTYL.fle J..«:>OP!N EXF>ANSION JONT SAWCI.JT SCOQe JOM 6"WO!!!MOWCU29 K!!!'YSTON!! WALL l'l!ll C1VL t!I\SN!l!!R DQAWNGS STOQM DQAN F>i!:12 CM. ENGIN:f:R DRAWINGS GENERAL PLANTING NOTES: L n.ese Pt.ANS 11'/EQI!! F'ReP AQl!O USNG BASI!! ll\l"ORMA TION PREPARED BY AUSTIN VEI..M ROBBINS PAl<Tt\Ei<S AND PAl<Tt\ERS ENGlr-EEl<NG, ™E CONT12ACTOl2 IS l<ESPONSll3LI!: FOR VERIFYING THE ACCLl<ACY OF THIS BASE COMPARED TO ACTUAL FIELD CONDITIONS Pl2IOR TO ORDERING MA TE121ALS AND/OR BEGII\NNG W012K AND MMEDIAT!:L Y NOTFYING THE LANDSCAPE ARCI-IITECT OF ANY DISCREPANCIES. IN THE EVENT THAT THE CONTI!ACTOI.! FAl.S TO VE:RFY THE ACCLl<ACY OF THE BASE I\FQl<MA TION AND/OR FAU..S TO MVEDIATEL Y NOTFY THE LANDSCAPE ARC,-!TECT OF' DISCREPANCES Pl2IOI< TO ORDERING MA Tl:k'IALS AND/QI.! BEGINNNG WOl<K. THEN THE COOTRACTOI.! ASSUMES FU.L RESPONSIBILITY FOi< ANY AND ALL ADDITIONAL LABOl2 AND MATERIALS AS Dll<ECTEO BY THE LANDSCAPE ARC..iTECT TO RESOLVE SUCH DISCl<EPANCES AT NO ADDITIONAL COST TO THE OWNER. 2. THE CONTl<ACTOI< 1$ RESPONSa!!: l"Ql:I D!!:TS'MINING TH!!: EXACT LOCATION OF ALL EXSTING LJTLITES BEF'Ol<E COM/vENCING WORK. HE AGl<EES TO BE PULLY RESPONSIBL!: FOR ANY AND ALL DAMAGES WI-ICH MIGHT BE OCCASIONED BY HIS FAUJl<E TO EXACTLY LOCATE AND PRESERVE ANY AND ALL 1..NDEl<Gl.!OU\O UTLITES. 3. SEI!! 51-iEE:rS F>O·OI AND F>D-02 F'OQ F'LANTNG Ll!!GEND AND F'LANTING CONSTl2UCTION NOTES. SEE SI-EETS PD-03 AND PC-04 FOR PLANTNG DETAILS. CITY OF CARLSBAD 1---1---+---='-c::1<:..:A=.DI\.G:..=..::l<E:.:..:.V::::ISIONS::;..;::::_ _______ t-----,l---+----t----l PLANNING DEPARTMENT DATE INITIAL DAT£ INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL , ... . ! I Ii I , DATE INITIAL CITY APPROVAL F'LANTNS F'LAN POI<• CARLSBAD RESEARCH CENTER LOT-6 DRAWING NO. 431-91. PILE u 884 LP-01 0 0 g ' "' 0 " g -------- .. '... ·/ ·· rl I . . I --/ i ' --I ---... / ' I ·~ ' ·· .... ·--- -LJ.!.'~ml'.J -.. ·-. , -,. I -----,, .!··r~: \:\\ \(\_ L ' -- % I ("'·, I D a ~- -I l Ill I I I I I I --------~ -~~~H I\ S~F_.~5.q __ \ \ I Lil : ', . ---------: .. ·. ·. ' I . + , 's \ i I I .. --- c·= ® o,•-- (b I :· \.'" X I :i: I I 'l[IJ .~ , .. ,1 ... , ---- ' '(: ~ ~ -~ ·2- ~ 'f-. ,• • ... \·.... \ . \. ': _; ' . ,(>· ,(> ,(> ' ' . ·:: · ..• ,(> , • 'i ' {)· ~ .. • ; ;: • ' ,(> ,(> § ,(> i.··-~ KEY MAP NTS CONSTRUCTION LEGEND: SYMBOL DESCRIPTION ...,.. __ _ @J pQQPS;!TY LIii! ~Of:N !!XPANSION JONT SAWCUT SCOl<f! JOM 6'WIO!:!MOWCLRB Ke!YSTON!! WALL f>l!l2 CIVL !!NGN!!E!I. CXlAWNGS STOl2M CXlAN F'S CIVl. E:NGNe:BI Dl,!AWNGS GEN~RAL PLANTING NOTES: :2. 3. Tl-l!!SE: PLANS W1!!121! PQl!!PAl<f!O lJSING BAS!! INFQQMA TI0N Pl<EPA12ED BY AUSTN VEUM ROBBl'JS PARTI\ERS AW PARTNERS ENGNEEl<ING. TI-E CONTRACTOR 16 RESPONSBLE FOR VERIFYING Tl-IE ACClRACY OF Tl-IS BASE COMPARED TO ACTUAL FIELD CONDITIONS PRIOR TO ORDERING MATERIALS AND/OR BEGINNING WORK AND IMM=DIA TEL Y NOTFYNG Tl-IE LANDSCAPE ARCI-ITECT OF ANY DISCREPANCES. N TI-E E:VENT TI-IAT Tl-IE CONTRACTOR FAILS TO VERIFY Tl-IE ACClRACY OF Tl-IE BASE 11\FORMATION AN:>/OR FAILS TO IMMEDIATELY NOTFY Tl-IE LANDSCAPE ARCHITECT OP DISCREPANCl::S PRIOl2 TO ORDE:RING MATERIALS AND/OQ BEGINNING WORK, TI-IE:N Tl-IE CONTRACTOl2 ASSUME;S FULL RESPONSIBLITY FOR ANY AND ALL ADDITIONAL LABOR AND MA TE:RIALS AS Dl<E:CTE:0 BY THE LANDSCAPE ARCI--ITECT TO RESOLVE SUCl-1 DISCREPANCES AT NO ADDITIONAL COST TO THE OWI\ER. THE CONTRACTOQ IS l<ESF'ONSB..E FOR DETERtvl\lNG T..iE EXACT LOCATION OF ALL EXISTNG UTLITIES BEPORE COMME:NCNG WORK. HE AGREE:S TO BE: PULLY RE:SPONSBL!: FOR ANY AND ALL DAMAGES WI-ICI-I MIGi-ff BE OCCASIO~D BY HIS PALURE: TO E:XACTL Y LOCATE: AND Pl2ESERVE ANY AND ALL UNDERGROUND UTILITIES. see Sl-l!'l!!TS PO·OI AND P0-02 l"OR PLANTING Ll!!GEND AND NOTE:$, AND 51-eE;TS PD-03 AND PC-04 FOR PLANTNG DE:TAILS. --,-.~-~-,--.~iMir bPloRK ------,-.~--~ .... , ... 1 --'r-:--ri ~--r-r-~ ------ -··--·-. --------~----· -· ---'-----,----··'------.---. _,__ __,). __ -7 , ' ' r-. : : ._-I I ' ~-! • -' ! ' I I l I ' ! ...,. ;x ,':)~a.ttJOJ I ~~~ I i i I APPROVED FOR PLANTING 2/24/06 LC 1 CONSTl:?UCTION CI-IANGe: C!f!VISION -~ CITY OF CAR LS BAD GRADI\IG REVISIONS 011£--""'--1 7 PLANNING DEPARTMENT 1---~--4----===:::::.::===-------+---l----1---~~--1 F'LANTNG F'\.AN l"OO CARLSBAD RESEARCH CENTER LOT-8 AND IRRIGATION ONLY. Mitc11e11 s. Phi111ppe _AP_P_Ro_VE~tzn...L.J"'"-----~'I-G-a; 0 INCLUDING PRECISE ♦ VANDYKELLP oc:_ir1;:11'£ AA:"7/. ±>It.,~__ _ ASSISTANT PLANNING DIRECTOR DATE ~ LOCATION OF PLANTING -,,.p•1 ,. """""' ,_"""" -MIi. •• /,..w,...,, T ~ DATE iNiTI·L DWN BY: PROJECT NO. DRAWING NO. J->0 fflll----OleQO.CAl2103 ~ DATE INITIAL DATE INITIAL CHKD BY: _L,,,C.___ AREAS (810).,....... '""1819)57......, Registered Landscape Architect ENGINEER OF WORK REVISION DESCRIPTION CITY APPROVAL RVWD BY: MP SDP 05-02 431-91. • L------==-::=::::·~ _____ .J __________________________________________________________________ ..::::... ___ C~•=r~t:Na:-~3:7:8:1~E:•P~--1~1=-J0:-2:ao:7~-..!:::::::=:::::=::::::====:::==============0TH;::ER:;:AP:P;R;:OV;A:;L::;::;;::;::::;;::!;:;:::;::;:::;::;::;;:;::;::;::;::;::;::;::;::=:::;;::;::;::;:::!,Jg PLOT DA TE, 3114/06 PILE " 884 LP-02 I I ! I I I i •' ' I ' ' ,1) ! I I I I! I :1 I I I I ! ! I I I :: : ,ii 'I ' ' PLANTING LEGEND FOR TREES SYMBOL ABB<E:VIATION BOTANICAL NANE COMMON NAME: SIZE SPACING QUANTITY MATLRE SIZE WATER USE: DeT AILS ReMARKS + 0 0 0 0 0 0 V I \ > • ■ •'• ~MAl:t Cl-IA 1-UA Cl-li:!!!T !!Q!De- l!l:?I 00!" MAG~ MYO LAI!! F'I-IOOAC F'I-IO i:!OI!! l!!XISTNG u.MJS SPP. TTll!!I!! TO !!II!! 111!MOV!!!0 <APPl2OX. e• CALIPl!!Q) l!!XISTINS LLM.e SF'F'. TO !:!!MAN /;J\O TO !!II!! ~Tl!!O ~ CONS'llruC'MON l!!XIS'f1'\IQ l"IIIU5 SPF". TO c.>!!!MAN """' TO !II!! ~Tl!!CT!!O OL.QNQ CONSff!UCTION 1!!X1$'1'1f\lG Pt.AT AI\I.JS ACl!!WOI.JA TO l:!l!!MAN AN:l TO Ell!! ~OTl!!CTl!!D OLmslG CONS'MaJCTION AIMl.J1'US 'MAQIIJA' MAm'JA Al<el.J'l"US 24' BOX 0-lAM~S 1-1.M.IS MeOITl!!QllAN!!AN FAN PALM l!IGAL 24" BOX Cl-«:lNANTI-US Rl!!T1.JSUS Cl-RSI! l"RINGe Ti:!I!!!! 24• eox !!!RIOSOTRY A Ol!!l"Ll!!XA ~ LOOUA'T" 36' BOX !:RIOBOTRYA De"Ll!!XA ~LOOLIAT 36' BOX MAGNOLIA 'ST. MA~ ST. MAi:!Y MAGNOLIA 24' BOX MYOF"Ot:11..M LAeTUM NON 24• eox F'I-IO!!N)( OACTYU"!!RA 'M!!O.JOOL' OAT!!! PALM 25' STI-I P"t'(;JMY OAT!!! F'ALM l!I GAL 12 3 tO 16 ASSI-IOWN ! 2 ' ' ASSI-IOWN 6 I AS SI-IOV't'N e, AS SI-IOWN 6 AS SI-IOWN e ASSI-IOWN 4 I ASSI-IOWN I le AS~ 16 AS 9I-IOV\IN 2 -----· ----------·--------·---"V"V"V"VY'Y.,....., ,...,.,.,.. -__ V""V YVY,,.VYV ,-..- PL.A AC!! fl't.A'T"Al'US A~OLIA LONDON PLAN!!: TR!!e 36' BOX AS SI-IOWN -.. ...... _._ .A. .... ... .... .... ... .... . . . . . I A ,& . .& ..._ .. .... ..a. . .A. _A, Al . .A a ---------------------- ll\,f.J LAN Ql.lJS LANCeA 24• eox AS $I-IOV\IN . 34 - + TAB CI-IR T AE!!!l!!UA 04RYSOTl11CI-IA AS SI-IOWN ULM iQLJ UL.M.J$ PAr:!Vl"'Ol.lA 'Tl:U! Gf:!l!!E!N' 24" BOX ASSI-OWN 12 APPROVED FOR PLANTING i 2!l'I-I X 20W M F'➔ e F'-! STO. 12'1-1 X 6W M F'➔ e P-!!i P-4 e F>-e. 20'I-I X 1!1·18W M F'·l e F>-!!, STO, 1!11-l X l!I W M F>·I e F'-!!> STD. 1514 X l!IW M F>-1 ! F"-e MJ..TI 20' 1-1 X 20' W M ,._, e F"-s sro. 30'1-i X 20'W LIM F'·2 e F'·!!i ST0. L 6-tO' 1-1 X 6-e' W M ... ... ... ... ... .. " 2!!>1-l X 2!!,W L P·I e I"·!!, STD. 2!!'1-1 X 2!!.W 3!!>'1-1 X 3!!,'W M F'·2 f F'~ STO. PLANTING LEGEND FOR BAMBOO SYMBOL 0 0 0 0 ABBRE:VIA TION BOT Ai'ICAL NAME: IIIAM ALF' 19AMl!IUSA 'AI.PI-IONSe KA!:'Q" IIIAMP'!!O l!IAMBUSA 'GOLOl!!N GOOOl!!SS' l!IAMVU. l!IAMl!IUSA VU.GA~ VITT ATA I PLANTING CONSTRUCTION NOTES: COM\10N NAME: l"'l!QN..l!:A,-BAMl!OO GOLOl!!t-1 GOOOl!SS SAMBOO PANT!!O !!IAM!IOO e Tl-IE CONTRACTOR IS RESPONSBLE F'OR PROVIDING AND NST ALL.NG JUTE MESI-I Ur-DER VNCA MI\IOR GROUNDCOVl!!R ON SLOPE AREA ALONG PRIESTLY DRIVE. e Tl-IE CONTl:i'ACTCQ IS RESPONSBLI!! ,-OR PROVIDING AND INST ALL.NG JUTE MESI-I Ur-.oe:? CALLISTEMON 'LITTLE JOI-IN' 51-Rl.B ON SLOPE AREA ALONG PRIESTLY DRIVE. e Tl-IE CONTQACTOR IS Rl!!SPONSBLI!! ,-OR PQOVIOING ANO INST ALLING JUT!!! M!!:SI-I Ui'OER NDICA TEO GROI..NOCOVER OR SI-QUEI ON ALL SLOF'!: AREA WITI-l 4' OR MORE VERTICAL I-IEIG!-IT. SIZE SPACNG QUANTITY MA TlRE SIZE WATER USE DeTAILS REMARKS AS SI-IOWN 6' M CLI.M' I!! G.tJ.. ASl'Jl-lOWN 13 M AS Sl-iOWN 29. M F'-6 CLI..M' 24' BOX ASsl-lOwN 10 M F'-6 ' GENERAL PLANTING NOTES: L GRADED PAD Al:1!:AS SI-IALL BE I-IYDROSEEDEO TO~ Ero5ION. N TI-I!: !!!VENT Tl-¼T CONSTRUCTION OF BULDING DOeS NOT OCCUQ Wl11-llN 30 DAYS FOLLOWNG GRADNG. 2. l"QOVIDe Tl-I!! FOLLOWM F'QOTl!CTION l"CQ !!!XISTING TQel!:S TO ~AN PLACE A BRIGI-IT YELLOW OR ORANGE TeMPORARY l"l!!NCE AROUND TR!!!! AT DRP LINE, STOO<PILING, TOPSOIL, MATERIAL STORAGE, VEI-IICU..AR use:. FOOT TRAFFIC, AND STORAGE IS PROI-BTeD WITl-lN Tl-I!: DRIPLINe, PROTECT ROOT SYSTEMS FROM FLOODING. EROSION. Cl-eMICAL SPILLS, AND EXCESSIVE WETTING AND DRYING DI.RING DE·WATERNG, MANTAIN EXISTING GRADE Wffi-llN DRf' LINE, CUT ROOTS APPROXMATEL Y 6 INCi-iE$ BACK FROM NEW CONSTRUCTION Ar-c SEAL CUT WITI-I WOOD PAINT AS MANUFACTURl!!D SY FLINTKOTE OR APPROVED EQUAL, MAINTAIN ANO DOCUMENT A TREE WATERING SCl-l!':DLI.E DURING CONSTRUCTION, REPLACE: DAMAGED TR!!!:S WITI-I ONe OF EOUAL OR GREATER SIZe. 3. f" ANY l!!XISTING 1-i~SCAi:>!!! Ct:!' LM.OSCAi:>e lf\OICA Tl!!D ON Tl-I!! A~O PLANS IS DAMAGED OR REMOVED OLIRNG DEMOLITION OR CONSTRUCTION. IT SI-IAJ.L li3i lc'l=PAll?E:D AND/OR lc'EP!.ACEO IN KIND AND l=OL.IV Al.eNT SIZE Pelc' Tl-II! APF'I.IOVl!!D PLANS. ... QOOT BA~RS 'MLL Ell! INST ALU!!O AOJACE!'NT TO I-IAROSCAPI:!: N ALL AQl!AS WI-IERE A TREE IS LOCATED !I FEET OR LESS FROM I-IAROSCAPE. ROOT BARRIERS WILL NOT BE WRAPPED AROl.J\V Tl-IE ROOTBALL. ~ n-e CON"tRACTOR IS ~SF'ONSl!!!L!! FOR CL!!ARI\IG Ai'O t:!EMOVNG ocaro ANO ROCKS ON SLOPE AND WITl-fi PLANTNG AREA PRIOR TO PLANTNG. 6. TI-I!: CONtRACTOR IS i:'~PONSal!! l"OQ ~l!:~INNG TI-I!: l!:XACT LOCATION OF ALL EXISTNG UTILITIES PRIOR TO COMM:'NCING WORK. Tl-IE CONTRACTOtl! SI-IALL ASSUME FULL RESPONSIBUTY FOR ANY Ar-c> ALL DAMAGES WI-ICI-I OCCUR DUE TO Tl-IE CONTRACTOQ'S FALURE TO LOCATE ANO PRESERVE ANY ANO ALL U\OE~OUI\O UTLITIES. AT NO ADDITIONAL COST TO Tl-IE OWN::R. 7. n-e CON"tRACTOR SI-IALU ASSLMe l'"ULL Rl!!Sl"ONSett.liY FOQ REF'l.AONG Ar-rf l!!OUIPMENT Ar,J)/OR MATl=RIALS OUTSDe OF Tl-IE LIMIT OF WORK, WI-IICI-I AR!! DAMAGED Dl.RING CONSTRUCTION WITI-1 MATERIALS N-Kl'O, AT NO ADDITIONAL COST TO Tl-IE OWNl=R. e. i:;a & ;o T1-e F'LANTM oeT AR.S A1'0 SF'!!!Cl"'ICA TION5 1"'01:1 NST ALLA ilON Al'-0 EX!!:CUTION PROCEDURES. 9. F'LANTINGS WLL Be Ai:'RANG!!O IN U::!! ~ZON!!S. 10. MN\f-M IRe1! SEl'AQATION DISTANC!! "'1f'ROV!:MENTIMINIMUM OJSIANCE TO $11<eET IREe: Tl2Al"FIC SIGNALS <STOF> SIGN>· 20 ,-e;T LNDERGROL.N) UTILITY LII\ES· 5 FEET ABOVE GROI..NO UTILITY STRUCTLQES• IO FEET DRIVEWAYS (ENTl:!IESl-IO FEET INTERSECTIONS CINTERSECTNG CLI:!S LINES OF TWO STREETS> -:2!!, Fl='T SEWER MANS/LATERALS• 10 FEET l LAN::>SCAF'f! Al:!l!AS SI-IALL COt-FOl:!M TO Tl-!: CITY OF" CAQLSBAD F"OLICl!'S AI\O REOUIREM!:NTS Ar-c OTl-lei:! LANDSCAPE RELATED CITY AND t:11!:GIONAL STANDARDS. 12. PRIOR TO Rl!OL.l!!STING A 1 WAU<·TI-IROUG~ ,-OR SLeSTANTIAL COM"l.l!!TION, ALL REOUREMENTS N TI-I!: C0NsTRUCT10N NOTES Af\D SPECIFICATIONS SI-IALL BE COMPLETED BY Tl-IE CONTRACTOR. REFER TO SPECFICATIONS FOR QUALITY CONTROL MEASL,QES. 13. ALL LAI\OSCAPI!: ARl!!AS SI-IALL SI! MAM AINl!!D BY Tl-II!! ~-"COPIIMON' CARLSBAD RESEARCI-I CENTER AREAS SI-IALL BE MANT AINeD SY Tl-IE CARLSBAD ReSEARCI-I CeNTeR. Tl-IE LANDSCAPE AReAS SI-IALL BE MANT All\ED FREE OF DEBRIS ANO LITTER AND ALL PLANT MATERIAL SI-IALL Ell!! IN A H:AL TI-IY GROWING CONDITION. DISEASED OR DEAD PLANT MATERIAL SI-IALL ElE SATISFACTORLY TREATED OR REPI..ACeD PER Tl-IE CONDITIONS OF" Tl-IE PERMIT. ..,21,,_.,2::,:4/""06"'1--'L""C'-I-L../1~\-=C='ON"=S'::-'TRLC='==TION==C'=I-IA::,cNGE=.Rl!!Vl=,,,,StON=..·---t--1---+2•2?.1>,, => fsiill17 CITY OF CARLSBAD GRADl'IG REVISIONS [__!_j PLANNING DEPARTMENT 1---+---+---""-''-='-=-'='-=='-"'-----------~---------1 F>LANTNG LE!G!!:NO ANO N011!!S FOO CARLSBAD RESEARCH CE:NTEA LOT-6 AND IRRIGATION ONLY, ',, llllchellS.l'llllllppt _AP-PR_o...:VEc✓k.lla....L..o/.-"l,.,'61..-"-----¼-ac t'5 CERTJF'JCi\Tt --0 INCLUDING PRECISE i • VANDYKBLLP ..,, m, , ASSISTANT PLANNING DIRECTOR DATE ~ 0 0 OF P ANTING ' ,___,,,, .. ----___ ,., ,,;.. $ ~ ~ OWN BY: I PROJECT NO. I DRAWING NO. ., L CA Tl N L w; ..,..,,., _ _, ... ,,_.,....,.. "'l'r-0:--,-c-•1.-:-.,\ .. ~ DATE 1N111AL DATE 1NITIAL DATE 1N1T1AL CHKD BY: Le 4 ~'-91. 'd l ______ :":2::~~~~------L-------------------------------------------V=■-----"'•'••>•29•"•'"'-•"""'•111•'•9)1!7•.,._-------=='=•=~--:R•:g:l•~ter~•d:Lo~n:d•:eot>~•~A:,e:h:lt:•c:t_J;EN~G~IN~EE~R~O~F;WO~R=K~==:::R:E:V~IS::IO:N:;:D:E:SC=R::IP;T;IO:N:::::fO:TH:E~R:A~PP~R~OV:A:;L:!::~C:ITY:;AP~P:R:OV;A:;L~~R:VWD=~B~Y;:: ~M~P=~=::;::;:SOP:;:;0!!,:;:·02======""=::::=:LJ'"'>. Cert No. 3781 Exp. 11-30-2007 '-i FILE u 884 PD-01 PLOT DATE• 3/14/06 I ~-J'' ! ._ .. .. I I , I .. I ,. 11 " ' :1 ! ·I I i ; I, I I I I . I 111 ' I ' . I :1111 ii II 11 I I I I I I • 1 1: I ,' . ' I ' -1-,_ PLANTING LEGEND FOR SHRUBS SYMBOL ABS?EVIATION BOTANICAL NAME COMMON NAME @ AN l-lYl!I ANQOZANTHOS ~!IQO Tel.LOW KANG~ PAW !·· ·,,,./J . . . . . . CAL LIT CALLl6T!!MON 'UTTLI!! .JO.N LITTLI!! ~ EIOTTL!!!B.!I.JSI.I 0 CAM JAFI CAM!!.LIA JAl'ONCA CAM!!!l.l.lA 0 CAl-'l!!l.lO CAl:!!!!X l!UCl-lANANI L!!!A Tl-l!!Q L!!!AI" S!!!OQ!! © !!!SC !'VA e5CAL.LONIA 1"1:!AOl!!SI' NCN ~~:J l"'!:S MAl l"!!STUCA 'MUll!!I' MARl:'S l"'!:SCLI!!! ;oefcc~ LR GIQ U!O'!!! GIGANT!!!A SIANT LL Y 'Tl.J.fl' Jttii\:~fi!~~ LORi:IIAZ LOi:!OP!!T ALUM CI-N!!NS!: 'l<!AZZLeE!lei:11<1 i:IIAZZLE:BE:'~ l"l:!NGe 1"1..Qwm 0 "119 MOR MISCANTI-IA 'MOl2NINQ LIQI.IT" JAF'AN!SI!! SLVS' Ql::!ASS •• NANP"R NAN:l!N,6, 'l"IQI!! F'OWl!!A' OWAl-'I"' 1-li!!A lll!N.. Y BAMBOO 9 "'"'° ~ PKll::!Ml.M 'APRICOT CU!!!!!N' Nl!!W Z!!ALAN:> l'\..AX © PIT TOl!I PITTO$i"OQLM "V Al!l!GA 'I' A' V AQl!!!GA T!!!O TOBl2A ® 1-'1--!ACLA 0-IAl"l-«:)Ll!:PIS N>ICA 'CLAl-'A' IM--l'TE: l'OIAN I--IAWTl-lOl<N ~ r::!1-0SPF" ~ SF'F', AZALl!!A 0 SNl:!l!!Q STQl!!I.ITZIA Ql!!SINAI!! ll!IQO a" F'Al-'AOISI!! ® '!'BUN 1'l!!IO..ICH-JA UM.L.l!!ANA ~l"I.~ PLANTING LEGEND FOR GROUNDCOVERS SYMBOL t \\I \l,V.\'I fB::3;} c:,:::::'.:J ~ ABE!l<EVIATION BOTANICAL NAME COP\6 l-l!!O NI!!!!! QOS\.l.N se5 CA!! VINMN ZOY Tl!!N A/>H.JAL Pl.ANT'S OOPQOSMA 'l/!!l-'Cll!! VIS'!' A' ~ 'l-lJ'olTNQ'l'O OAQPI!!,- ~ C~l!!A VNOA "'1INOI-' ZOYSIA ffllU"OU,il. CQMl..10N NAME: Nl!!!!Olf!l"ONT l!!J\Gl..1$1-l NY OQAl'GI!! OA YLL Y KOQl!!AN GIIPASS ru:!I"-TO MA TCl-4 l!!XIS'TNG C~AO 1:!1!!91!!!~ ~ TIR" PLANTING LEGEND FOR VINE SYM90L • ABBREVIATION BOT MICAL NAME! 1-l.iiQ VIO ~F'l.M ~ VIOLACl!A l"ICUBPUMLA COMMON NAME U.AC VN!! Cf.!W\IIM l"IG LEGEND FOR HYDROSEED MIX SYMOCIL OUANTITY BOTANICAL NAlll1!= AN!!MOl"ele CAU"OCINCA L!!!YIVIJS Tl:IITICOIOl!!S \IU..PIA MICl<OST ACI-IYS TOT AL SE:E:O COMMON NAME T!!Ci.'BA MANSA Cl<E:E:PH,G WLO 1-'Yl!! NATIVE: SMALL r:esg.,e ~ r..lX SI-IALL NCU.01!! '1'1--11!! l"OU.OWNQ IN A ON!!: ST!!' ,t.PPI.JCA'TICN 27 L.eS/ ACl-'I!! SE:E:D MIX AS LISTl!!O A90VII! SIZE: !!GAL !I GAL. I!> GAL.. IGAL l!I GAL.. I GAL !!GAL !!GAL !I GAi- IGAI. !I GAL !I GAL !I GAL.. l!I GAL !I GAL !I GAL SIZE 4· F'OT !I GAL FLATS I QJl4. !I QAL IGAL IGAL I GJl4. soo SIZE !I GAL LBS/AC 6 Ill 6 27 SPACNG OJANTITY MATLJQE SIZE ASSI-IOWN 2-il 3·4' 1-l X 1•3' W G& 3' o.c. 3·4' 1-l X 3•4' W AS Si-OWi'! 3 6-12' 1-l X 6-12' W i I AS SI-Owr,I ' 3' 1-l X 2 112' W i ' AS SI-Owr-1 40 !1-6' 1--1 X !1·6' W 3' o.c. 21! 3' 1--1 X 3' W 2' 0.0. SI 2·3' 1--1 X 1-1.!I' W 4'0.C. 21 4-6' 1--1 X 4•6' W AS SI-OWN 4 4'1-lX!l'W GJ& :r o.e. 3' 1--1 X 3·4' ASSI-IOV4N 32 3'1--1X3W ASSI-IOWN 90 6-1!1' 1-4 X 6-1!1' W AS SI-OWN 29e 3·!1' 1-4 X 3-!I' W ASSI--IOWl'!I I 3·4' 1--1 X 2·3' W AS~ 0 !1-6' 1--1 X !l-6' W I AS Sl-0'11111 13 11-18' 1-4 X 3-IO' W SF'ACNG QUANTITY MATURE: SIZE: IO 0.0. @ 3' o.c. 1-3' 1--1 X 4-6' W 30" o.c. 14 1-2' M X 6-1!' W ASSI-IOWN !1!13 2.!5-4' 1-4 X 2-3' W 4' o.c. 169 J8· 1-4 r o.c. 673 6-12' M X 6-12' W 40.0. 922 4-6' 1-4 X 10' W 12' 0.0. ' 361 le' M 8.2'0 SI" SF'ACING Ol.JANTITY MA TUR!: SIZE!: ASSI-CWN 8 AS 51-IOWN 9 :lF'lRITY 4!1 90 90 !!-IZLONQ 20' LONS WATER USE: OE:T AILS RE:MAl<KS L fll-6 M 11'-6 f Jl>-6 M 11'-6 M 11'-6 M 11'-6 M P-6 f Fl-8 M Fl-6 f Jl>-6 M Fl-6 f P..8 M 111'-6 M Fl-6 f P,-$ L 11'-6 M Fl-6 LIM P-6 f F'·I!! M 11'-6 SP!!:CM!!N M Fl-6 E P-8 M 111'-6 WATER USE: DE:T AL$ '!EMAl<KS M M P-6f P·8 M P-6!1"-8 M NEN L l"-6 f; l"-8 M Fl-6 E F"-8 L l"-6 f l"-e L l"-6 e l"-!!11 M P-6 f P-8 WATERUSE: DE:TALS 1-'E:MA~ M M 6¢ 80 BQ ..... STAK'l!!O STAK'l!!O S PLS 27 72 '12 . . CITY OF CARLSBAD SLOPE. R!:VEGETATION/EROSION CONTROL POLICIES AND REQUIREMENTS: Rl;Ql..JREMl;NTS• AREAS Cf= APPLICATION (!"LANTING) SL.OF'l:S-· 6'I OR STE:E:Pel-' ANO, A. 3 l"l:!e'I' 01-' Le5S N ve:1'11CAL l-f!IGI-IT ANO AQ! AOJAC!!!N'I' 'l'O F'Ll!l.lC WALKS OR STREETS Rf:QUl<e AT MNMM STANDARD •I <COVE:'-' CIWP Arl0 .J.JTTEO), B. 4 FEeT TO 8 P"e!!T N Vl!!i:il'l'ICAL l-l!!IGl-lT ra!!O..JR!! STANOAl-'DS -i. •2. ANO ,,3, c. N Excess Of' 8 f"El:1' N ~TICAL I-IE:IGI-IT Qe!QUl-'I!! ST ANOAROS 111, 112,•3. ANO •4. ft01A! COl()[TIQN$l Ai2!AS Gl-'AO!O FLA T'l'e:! Tl-lAN 6'I Ql!!OUQ!! sr AN:>AQO 111 <OOV!!Q CQOF') W\-el',I Tl-lE:Y 1-lAVE ON!: OQ MO!<!: OI" Tl-I! FOLLOWING CONDITIONS• A. Sl-l!!l!T GRADl!:D F'AOS NO'!' SCl-eDLL!O l"'OI< ~S ~ 6 MONTI-IS OI" COMPl.!:TION OI" QOLIGl-4 GQAONG. e. A F'OTE:NTIAL EROSION PROBLEM AS DETE:Ri\1\1!!0 9Y Tl-4!: Cl'l'Y, C. IOE:NTFIEO BY Tl-I! CITY AS 1-llGl-l. Y VISIB..E A>!EAS TO Tl-lE Pl.Jl!ILIC OQ 1-lAVE: SPE:CIAl CONDITIONS Tl-lAT WARl<ANT IMME:OIAT!: Tl-'E:ATM!:NT. ,il.Cll!.tJI.S TO II! i-l'l'Dl-'OSl!IDl!!0 ~ALL l"ReT M 01111(1!0 OIi IIO'l'oru.eD 'l'O P'CIOYIDI! " ~Al!l.l!, LOOSE: see:o E!ll!!D, !!R-~ Pl Al\ltN!I S!MOAAPS! 14. ST ANOAQO 111 COVl!!Q <::QOF'I .J.JT!: ~ COVE:R CQOP Sl-4Al.l. 9E: A SE:ED MIX TYPICALLY MADI!! LP OI" 0UCK GER~NATNG ANO FAST COVERNG GRASSE:S, CLOVERS, ANO/OR WILD Fl.OWERS. SUBMIT Tl-lE: SPECFIC SE:!:O MIX FOR CITY AF'Pk'OV AL ~ 1'0 AF'F'LICATION. ™!! co~ Cl<OP $-!ALL 9!! APPleD AT A RATE: ANO MANNS:l Sl..PF'ICeNT TO PROVIDE 90S CO~AG!! IMTHN TI-RTY <30) DAYS. TYl'e OI" .uTI!! Ml!!Sl-l ~ALL Bl!! AS APF'OOVl!!D BY Tl-I! CITY ANO S'I' AKl!!D '1'0 T\-1!! SLOPE AS 1-'E:COMM!!!r-.oED BY Thi!: MAI\U"ACTlRS. .JJTI!! Ml!!Sl-l ~ALL l!I!! Rl!!OUl1l!O 1/'<11-e-l F'LANTING OCCu:!S l!ll!!TWl!!l!!N ALidluST 15 ANO APl-'ll. 15. ~ 'M! Q!:MAN~ OI" ™I! T!!AI!, Tl-I! COV!:Q Cl-'OF' tn:J/OR .J.JT!: ~ MAY Bl!! useo. 19. S'l'AIIOAl20 •2 Ql-'OLN) COVl!!R ON!: 1-l.NOQEO (!001:) PERCENT OF TI-I!! Ai:ill!!A 9-IAL.L Bl!! 1'1..AN'l'!!O Wl'l'l-4 A. GROUND COVEi-' KNOWN TO 1-lAVE: !:XCELLeNi' SOil BINDING CHARACTE:l<ISTICS <F'LANTEO R10M A MNMUM SIZE OF FLATTl:!O MATE:1-'!AL ANO SPACED TO PROVIDE FULL COVE:RAGE WIT-ON YEAR). C. S'I' ANOARO 113 LOW &-RUBS LOW SPl<!:ADl'JG WOODY Si-1<\JBS <PLANTl!!O l"QOM A MINM...M 0,, 2 2/3 110-1 UNEi:!S) 51-lALL COVE'! A IVNMUM OF $evevrY (70S) F'l!!l<Cl!!NT OF Tl-l!! SLOP!!! FACe <AT MATUl-'E: SIZE). 0, STAI\OARO ,.,4 'l'l2f:!:!S ANO/OR LAQGII!! 5I-QI..EIS ~!:E:S ANO/Of< LAAGE: Sl-l<LIBS SI-IALL BE: <f>LANTl!!D l"QOM A MNIYUA 0,, I GALLON CONTAIN52S) AT A ~i'IML.M 1-'ATI!! OF ON!: a, F'LAN'I' PER TWO 1-l.NOQE:O (200) SOUA'11: FE:ET. 2000 LBS/ ACll!!! CELLLLOSI!! WOOD f"EE:R 160 LBS/ACI<!: ORGANIC SOI. STABLIZ!!R <eCOL.OGY CON'\"l<OLS M~ 1-"212=4'-'10""6'1--'L"'c<-+1'-l.:.f ·, ... ..,co=NS"""-T::.:QLIC=TION=-'-"'c°'l-lA=,'..,..="-"'~=SION=_:,.::_· --+---+---1<"'=~ .• JL I SH~ET I l---t---+--..::SR=A,,,ONG='-'RE:'-'=-'V°"ISl°'ONS='---------+--+--+---1--~ CITY OF CARLSBAD 100 GAl/ ACRI!! ACl-'Yl.lC F'Ol. YMEI-' BSS 40 Wl!!TTING AG!:NT 9!',S POL. YE:Ti-lYU!N!! Gl. YCOL 1,t.\•t Atc111 PLANNING DEPARTMENT F'I.ANTNG LE!Gl!!ND l"OQII CARLSBAD RESEARCH CENTER LOT-II APPROVED FOR PLANTING ~~ ~ AND IRRIGATION ONLY, ' Vlld1ell S. AlllllllfltA _P_P_RD_VE_D~' .. {0~ a....t!-y~•:,.,__ _____ / 1,,.. ..N' Li INCLUDING PRECISE . ~.1r1,:~ • / --~~ g ♦ VANDYKEllP ASSISTANT PLANNING DIRECTOR DATE ,, LOCATION OF PLANTING Lei 11 ':--,;,;,=..:-..=..,~~-·-· ~,,t,.._,-~ ....... -$' ~ %14~ DATE INITIAL OAlE INITIAL DAlE INITIAL DWN BY: I PROJECT NO. I DRAWING NO. ~ AREAS \0191_,,. •AX(811)074--0121 DF 0\.\\ Reolst•r•d Lcmdseope Architect REVIS!ON DESCR!PT!ON CHKD BY: LC "'~ ,....__02 •31-91. <,? L-----~:::.'.:::::::~• ______ ,L ___________________________________________ .:_ __________________ _-::::_ __ ~C.:r:l~No:·~37=8~1 :E•:P~-~1~1-~30:·:200:7_J~EN=G=IN:E:ER=OF;;WO;R;K~===========::::::::::f0:1HE:;R;;/>P=PR:0:VA:L:;!;:C:ITY=A~PP~R~OV:A:L~~R~\/W0~~8~Y=:~MP~~~=~_,._....~=v-~..,~==~=~~~=~g FILE • 884 PD-02 I I ' ' ' I I, I • i • ! I 11 I .. I I ' I! i i :1! ' .. CD 4" PVC SC.-! 40 PE:RF. PIPE Wi.>APPE:D IN FL TEI.> SOCK. SE:E SPECIFICATIONS FOQ QUANTITY PEQ TQE:E: (';,-,. (2) TQE:E: TES \!;J (SEE SPECIFICATIONS) ® SE:T TOP OF QOOTBALL I" ABOVE FINIS.-! Gl<ADE (7,\ 3" LAYEi.> MULCH MATERIAL \::!) LNLESS OTHERWISE SPECIFIED <SEE SPEC1FICA TK)NS) ® 6" HIG.-1 WATERING BEQM @ FNIS.-1 Gl.>ADE r=i\ (2) T DIAMETER ST AKES \...!..J <SEE SPECIFICATIONS) DRAIN 1 JIIIN'L 7 I I 0 I 12 I . . I I~ 'I L SCALE: 112· • r-o· ® PLANTING BACKFILL (SEE SPECIFICATIONS) 5 ® SLOPE PLANTING .-!OLE: TO COQNE:R WIT.-! DQAIN PF'E: ~ QOUND DQAN GQATE: CAP, MAX. I" 'I::::/ ABCVE: MULC.-1 FINSH SUQFACE (DO NOT GLUE CAP TO PIPE) (I) PEQMANE:NT PVC CAP @ ICU FT. OF 314" CONSTRUCTION GRAVEL FOi.> 24" BOX (2 CU FT. FOQ 36" BCX) NOTE: ST AKE TREE PEl.>PENDICULAQ TO DIQECTION OF PREVAILING WIND. O>---~ lo\ C2) 2· DIAME:TE:R ST AKES \.:I (SEE SPECIFICATIONS) fr>\ (2) TQEE TIES \!;J <SEE SPECIFICATIONS> ® FNIS.-1 GQADE (7,\ SET TOP OF ROOTBALL \::!) I" ABOVE FINISH GQADE ® 3" LA YER MULCH MATERIAL UNLESS OTHEQWISE: SPE:CIFIED (SEE SPECIFICATIONS> IL\ PLANTNG BACKFILL \3/ <SEE SPEC1FICA TIONSl r=i\ SLOPE PLANTING HOLE TO \...!..J CORNER WITH DQAIN PIPE 2X QOOTBALL DIAMETER ®ICU FT. OF 3/4" CONSTQUCTION GQAVEL FOQ 24" BOX (2 CU FT. FOQ 36" BOX) ® 4" PVC SC.-! 40 PE:RF. PIPE WRAPPED IN FILTER SOCK. SEE SPECIFICATIONS FOR QUANTITY PER TREE ~ 6" HIGH WATERING BERM 'I::::/ ON DOWNHILL SIDE NOTES: L ST AKE TREE PERPENDICULAR TO DIRECTION OF PREVAILING WIND. 2. NST ALL DRAIN PIPE ONLY AFTER SOL TEST CONFIRMS NEED FOQ SPECIAL DQAINAGE:. DRAIN PIPE 1-am~-HI I I I 12 I "''••· I •• I -.~i,' I ~-L _ .:_:J SCALE 1/2" • r-o· CD 4" PVC SC.-! 40 PERF. PIPE: WQAPPED IN FL TIEQ SOCK. SEE SPECFICATIONS FOR QUANTITY PER TREE A 3 TREE TIES. INST ALL AT END OF WIRES AT \!;J POINT OF CONT ACT WITH TQEE TRUNK ® ANCHOR SYSTEM PER SPECIFICATIONS /::i\ SET TOP OF i<OOTBALL \::!) I" ABOVE FINISH GRADE 0 FNISI-I GRADE ® PLANTING BACKFILL (SEE SPECIFICATIONS) f2I SLOPE PLANTING HOLE \V TO CORNER WITH DRAIN PIPE ~ ROUND DRAN GRATE CAP. MAX. r 'I::::/ ABOVE: MULCH FINISH SURFACE (SEE SPECIFICATIONS> CD TWO LAYERS OF SUl.>LAP TO PQOTECT TQUNK (';,-,. TWO STEEL BANDS TO \!:,I SECUQE BATTON$ ® FIVE: 2· X 4" X 18" WOOD SATTONS (7,\ 3 -2" X 4" WOOD SRACE:S \::!) NAILED TO BATTONS AND SPACED EQUIDISTANT AQOUND TRUNK 0 6" HGH WATERING BERM ® SAI\O SACKFU MIX <SEE SPECIFICA TIONSl 12\ SLOPE PLANTING HOLE TO \V CORNER WITH DRAIN PIPE ~ 3/4" GRAVEL SUMP 'I::::/ CSEE SPECIFICA TIONSl (ii\ 4" PVC SCH 40 PERFORA TIED PPE '-'.'../ WRAPPED IN FILTER SOCK. TREE ON LEVEL GRADE 8 24" TO 36" BOX, WITH DRAIN PIPE sec,~ TREE ON SLOPE @ 3" LA YE:R MULCH MA TEQIAL UNLE:SS OTHERWISE SPECIFIED (SEE SPECIFICATIONS) @ 6" HIGH WATERING BERM (ii\ PERMANENT PVC CAP '-'.'../ (SEE SPECIFICATIONS) @ 3/4" CONSRTIUCTION GQAVEL CSEE SPECIFICATIONS FOQ AMOUNT) @ SET QOOTBALL r ABOVE FINISH GRADE IL\ 3· LA YER IIAULCH MATERIAL \3/ <SEE SPECIFICA TIONSl PROVIDE DRAIN CAP PER SPECS. CAP TO BE MAX I" ABOVE MULC>-1 FINSH SURFACE 1/4" = 1'-0" LANDSCAPE IMP~~~Eti NT p .."'1REE..LVIJ)RN.OWO ' . .. • , . • • • • • • . • • . 4 -1 • .. . .. ., .. . . PLAN . I 6' o· ------6' -o· I SCALE• v2·-ro· ,t'------r- CD HARDSCAPE <SEE PAVING DETAILS> A ROOT BARRIER. BIO-BARRER TM \!:,I F ASRIC SY REEMA Y, 19" DEPT.-! ® SASE AND COMPACTION PER GEOTEC.-INICAL REPORT (7,\ TRENCH FOR ROOT SAl<RIEQ \::!) ALONG EDGE OF CURB (BACKFILL SAME AS SUBGRADE) @ TREE PLANTING PER PLANS AND DETAILS IL\ ROOT BARRIER RE:O'D WHE:RE: \3/ TQEE IS 5'-0" OI< LESS FROM EDGIE OF >-IARDSCAPE. PROPOSED TREE LOCATION TO BE APPROVED PER SPECIFICATIONS PRIOR TO PLANTING NOTE• TRENCH ALONG HARDSCAPE MAY BE SAME AS IRRIGATION W.-IERE APPLICABLE. ~ ROOT BARRIER NOTE: LANDSCAPE I P..24TI<Ell..SLPJlRN.OWO --..TREE ON LEVEL GRADE PALM SEE DRAIN SCHEDULE FOR NUMBER OF PIPE DRAINS. P-3 1/4"=1'-0" 2 X rooTSALL DIAMETER CD SET TOF' OF l<OOTBALL I' ABCVE FINISH GRADE fr,\ 3" LA YEQ MULC.-1 MATERIAL \!;J UNLESS OT>-ERWISE SPECIFIED (SEE SPECIFICATIONS) ® 3' HIG>-1 WATERING BERM SHRUBS @ FINISH GRADE ® AMENDED SOIL <SEE SPECIFICATIONS> IL\ SLOPE PLANTING HOLE \3/ TO CORNERS -LANDSCAPE IMPROVEMENT P _ 4nlIBB_LVL.J)RN.DWO fSRill7 CITY OF CARLSBAD ~ 1----t--+-----------------,---i----1---t----t ~ PLANNING DEPARTMENT l___::__j 1-----+--+----------------tr----t----+---+----t PLANTNG DETAILS FOR• CARLSBAD RESEARCH CENTER LOT-6 APPROVED FOR PLANTING '(J LANDSCAPE IMP~~'(,EJ8Jr~ AND IRRIGATION ONLY, P.RTBRIR itchell s. Phillippe _AP-PR_o_vE....i.:::a-....£.......C"""" ______ //~9---os-o0- INCLUDING PRECISE CE~-1'litlE 1---+--t-----------------t---t-----t----t---t ASSISTANT PLANNING DIRECTOR DATE ,;j A_ VANDYKE LLP /tPb/J#~ ., LOCATION OF PLANTING ~v·-~·-._"'=·=~..._--.:::.,,~r:-· _ 1-D,-A=rr,-+-1N=1T-IAL-t----------------+-,,-DA-TE,....-lrlN---,IT,-IA-L+--D,-A"'TE--t-1N=1r,-1AL-t g~~D s;~: _.L~C-PROJECT NO. I DRAWING NO. ~ A nEAS rs,•,-FAX(619J07....,. Registered Landscape Architect ENGINEER OF WORK REVISION DESCRIPTION RVWD BY·. MP SDP 05·02 4'.31·9L L ____ _;~i-::::::~~;_• _____ 1 ______________________________________ ~::._ _________________ ::~::_ _ _:c:ec:t~No:·~3=7B~1~E:,p~.~1:1-:30:-2:oo:s~_J~~~~=~==~~~~~~~~~==d~OT~H~ER~A~PP~R~O~~AL~~c~1T~Y~A~PP~RO~V~AL::!:~~~~-~~~::;::;::;::;::;::;~~::;::;::;~Jg PLOT DATE• 10/12/05 FILE: o 884 PD-03 2 X ROOTBALL DIAMETER CD 3" ><!GI-I WATERING BERM ON DOWN I-ILL SOE ""' SET TOP OF ROOTBALL \::,I I" ABOVE FINISI-I GRADE @ 3" LA YER MJLCI-I MATERIAL UNLESS OTI-IERWISE SPECIFIED (SEE SPECIFICATIONS> APPROVED FOR PLANTING @ FNISI-I GRADE (2\ AMENDED SOIL '\:::,J <SEE SPECIFK::A TIONSl rZ\ SLOPE PLANTING I-IOLE \3) TOCOR~l2S • 4 4 • • l]~~~TWT~T"l~n~,b:±j_----< 2 SECTION CD FNSI-I GRADE @ PLANTNG I-IOLE @ AMENDED SOL <SEE SPECIFICATIONS) .-C.--'-...,;..<----,3 EQUAL (7j\ r-o· MAX. SPACING FJ.>OM EDGE OF \::y >-IAJ.>DSCAPE PLANT SPA ING P-8~1"~=1~·-o~ .. ~L...tlD!..!.i'....J,,;!.D.l..1~N!.!.&~u:..tR1.___~.,........,,.,,...,, LANDSCAPE IMPROVEMENTS P.OCJ'L CD FENCE OR WALL STRUCTURE ""' VINE (OJ.> S>-RU3>-SECURE LEADEJ.>S W/ \::,/ AD>-IESIVE PLASTIC TIES TO STRUCTURE. SECURE ALL OTI-IEJ.> LONG BRANCI-IES TO STRUCTURE IN SPREADING PATTERN FROM BASE OF PLANT DURING REQUIRED MAINTENANCE PERIOD. @ SET TOP OFJ.>OOTBALL I" ABOVE FINIS>-IED GRADE. f7i\ 3" LA YER MUL~ MATERIAL '-::v UN..ESS on-ERWISE SPECIFIED <SEE SPECIFICATIONS> VINE @ 3" WATEJ.>ING BERM @ SCAJ.>IFY SOES OF PLANT PIT r=i\ AMENDED SOIL \!J CSEE SPECIFICA ilONSl @ ANIS>-IED GJ.>ADE CD J.>OOTBALL ""' >-IIGI-I QUALITY CAPILLAJ.>Y SOIL. \::,/ PER SPECIFICATIONS @ I" PERFORATED PVC STAr-o PIPE CNOT CONNECTED TO SUB-IRRIGJ @ FILTER FABRIC (2\ INTERNAL T AI\K SUB·IRRIGA TION '\:::,J SYSTEM PER SPECS. @ 3/4" GRAVEL FILL r=i\ FIi.LEi.' TUBE FOi.' \!J SUB-11.'RIGATION SYSTEM @ MJLC>-1 PER SPECS. fSHill7 CITY OF CA.RLSBAD fSHEIBl ~=====1====1=============================t====1====t====t===:=: L__:1__j PLANNING DEPARTMENT ~ PLANTING DETAILS FOi.'• CARLSBAD RESEARCH CENTER LOT-6 AND IRRIGATION ONLY, Mitcl'<II s. Pllillippe INCLUDING PRECISE CERTIFICATE t---+---f--------------1----1---1---I----I __ _.zt!:!!:l...,!~~-----//-9-~ 8 • VANDYKELLP NO, •1•1 1----+--+---------------l---_...--""1------1-_---1 ASSISTANT PLANNING DIRECTOR DATE oi LOCATION OF PLANTING · .. ,._ ,__ -""""""""" --~ DATE INITIAL DWN BY: JB PROJECT NO. I DRAWING NO. X AREAS. -~ Z97(061Flflh9),!."'!'.:~~ #240F•vS..,(Ol~leoo7.,~82103 DATE INITIAL DATE INITIAL CHKD BY: LC 43l-9L Q ...,._ ...........,.. ...,.. .,,.......,._, Registered Landscape Architect REVISION DESCRIPTION SDP 05 02 " L-:::::::-:.:'."::-:::::---.:..-----.l..---------------------------------------------------------==---~~:':t~~:-~3:78:1~E:,p~,~1:1-:~:-2:oo:s:..,_~E=NG=IN=EE=R=O=F=W=OR:K::::==============~D=TH=ER=AP=P=RO~~;L:!:::Cl~TY~W=PR~O=VA;L~~RV~W~D~B~Y=:~M~P=~=========-=====~====~~ PLOT DATE• 10/12/05 FILE " 884 PD-04 SECTION 02900 LANDSCAPING PART I -GENE!;'AL 1.01 SLMMARY• A. Te-IE WORK INCLUDES AL.;L SERVICES. LABOR, MATERIALS, TRANSPORTATION AND EQLPMENT NECESSARY TO PERFORM Te-IE WORK NDICA TED ON Te-IE DRAWINGS AND AS SPECIFIED. Te-IE CONDITIONS OF n-E CONTRACT AND DIVISION I APPLY TO Tf-lS SECTION AS FULLY AS IF REPEATED e-lEREl'-J, 1.02 SUBMITT ALS• A. SUBMIT CERTIFICATES OF COMPLIANCE AND INVOICES FOR SOIL AMENDrvENTS, FERTILIZERS, PALM BACKFILL PLASTER SAND, AND PLANT MATERIALS, WITH QUANTITIES OF EACH. B. SPECIMEN TREE SAMPLES• DELIVER TO THE SITE, ONE SAMPLE OF EACH TRE:E VARIETY AND SIZE INDICATED, 15 GAL.;LQNS IN SIZE AND LARGER, BEFORE INSTALLATION. AT THE CONTRACTOR'S OPTION AND EXPENSE, µE MAY RETAIN THE SERVICES OF THE LANDSCAPE ARCµIT:=CT TO R:=VIEW TREES 15 GALLON AND LARGER TAGGED AT THE NURSEl<Y OR AT ITS PLACE OP GROWTµ, OR AS OTµERWISE 1NDICA TED. C. S~UB AND TREe SAMPLES• SUBMIT 3 SAMPLES OP EACH VARIETY AND SIZE OF PLANT MATERIALS AT THE SITE A MINIMUM OF 15 DAYS BEFORE PLANTING OPERATIONS. ACCEPTED SAMPLES SHALL REMAIN ON THE SITE AND SHALL BE MAINTAINED AS STANDARDS OF COMPARISON FOR PLANT MATERIALS TO BE FURNISHED. SAMPLES MAY BE INCORPORATED INTO THE WORK. D. A SAMPLE OP THE SOIL AMENDMENTS AND PROPOSED MULCe-1 MA TERIAUS), INCLLJDING MANUFACTURER OR SUPPLIER CERTIFICATE OR INVOICE, SHALL BE DELIVERED TO Tl-lE LANDSCAPE ARCHITECT WITHIN THIRTY-FIVE 135) DAYS AFTER RECORDING OP TµE CONTRACT. 1.03 GUARANTEES AND REPLACEMENTS• A. sµRUBS, VINES AND GROUNDCOVERS S>-IALL BE GUARANTEED TO REMAIN HEAL TLlY AND VIGOROUSLY GROWING POR A PERIOD OF NINETY (90) DAYS FROM DATE OF FINAL ACCEPTANCE OF MAINTENANCE PERIOD OP PROJECT. B TREES SHALL BE GUARANTEED TO LIVE IN A >-!EAL T>-IY CONDITION FOR A PERIOD OF ONE (I) YEAR FROM DA TE OF FINAL ACCEPTANCE OF MAINTENANCE: PERIOD OF PROJECT. c. PLANTS FOUND TO BE: DE:AD OR NOT IN A VIGOROUS CONDITION 1/\/ITf-lN TµE MAINTENANCE AND GUARANTEE PERIODS SHALL BE REPLACED WITHIN FOURTEEN 114) DAYS AT CONTRACTOR'S EXPENSE. D. PLANTS USED FOR REPLACEMENT SµALL BE THE SAME KIND AND SIZE AS SPECIFIED IN TµE PLANT UST. TµEY SHALL BE FURNISHED, PLANTED AND PERTILIZED AS ORIGINALLY SPECIPIED. THE EXPENSE OF ALL REPAIR WORK ON EXISTING IMPROVEMENTS DAMAGED DURING REPLACEMENT SHALL BE BORNE BY THE CONfRACTOR. l04 QUALITY ASSURANCE• A. REVIEWS HEREIN SPECIFIED S>-IALL BE MADE BY THE LANDSCAPE ARO-HECT. Tl-lE CONTRACTOR SHALL REQUEST REVIEW IN WRITING A MINMUM OF 48 HOURS IN ADVANCE, FOR Tl-lE FOLLOWING PARTS OF WORK• I. PRE-JOB MEETNG TO INTRODUCE CITY INSPECTOR (760-815-6708 OR 760-602-4603) LANDSCAPE ARCµfTECT, CONTRACTOR, JOB PROJECT MANAGER AND JOB SUPERINTENDENT AND TO DISCUSS THE PARTICULAR REQUIREMENTS OF THE JOB. 2. INCORPORATION OF SOIL CONDITIONING AND FERTILIZING INTO TµE SOIL INVOICES SHOWING MATERIALS AND QUANTITIES PURCHASED SHALL BE AVAlABLE FOR REVIEW. (INCLUDE SOIL TEST 1/\1/ RECOMMENDATIONS) 3. UPON COMPLETION OF GRADING PRIOR TO PLANTING. REVIEW OF PLANT MATERIALS 1$ TO COINCIDE WITµ THIS REVIEW. 4. WHEN TREES, Sf-lRUBS AND VINES ARE SPOTTED IN PLACE FOR PLANTING, BUT BEFORE P. .. ANTING HOLES ARE EXCAVATED. 5. UPON COMPLETION OF FINISµ GRADES AND PLANTING. APPLICATION OF PRE-EMERGENT >-IERBICIDE 1$ TO COINCIDE WITµ Tµ15 REVl:=W. 6. WHEN PLANTING, AND ALL OTl-lER INDICATED AND SPECIFIED WORK, EXCEPT Te-IE MAINTENANCE PERIOD, e-lAS BEEN COMPLETED. ACCEPTANCE, IN WRITING, sµALL ESTABLISH BEGINNING OF THE MAINTENANCE PERIOD. 7. FINAL REVIEW AT TµE COMPLETION OF TµE MAINTENANCE PERIOD. CONTINGENT ON ACCEPTANCE, THIS REVIEW SHALL EST ABL1sµ TµE BEGINNING DA TE FOR THE GUARANTEE PERIOD, 1.05 MAINTENANCE• A. THE CONTRACTOR SHALL CONTIN.JOLISL Y MAINTAIN ALL INVOLVED AREAS DL:RING THE PROGRESS OF THE WORK AND DURING T>-IE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPT ANGE OF THE WORK. B. THE MAINTENANCE PERIOD BEGINS ON THE FRST DAY AFTER WRITTEN ACCEPTANCE OF PLANTING OPERATIONS IS RECEIVED FROM THE LANDSCAPE ARCf-lTECT, AND $>-!ALL CONTINUE T>-li=REAFTER FOR NO LESS TµAN NINETY <90l CONTINUOUS CALENDAR DAYS. C. n-E CONTRACT COMPLETION DA TE OF T>-IE CONTRACT MAINTENANCE PERIOD WILL BE EXTE:NDED, Wel::N IN THE OPINION OF THE LANDSCAPE ARCHITECT, IMPROPER MAINTENANCE OR POSSIBLE POOR OR UNHEAL Tµy CONDITION OF PLANTED MATERIAL OR UNESTABLISHED NON-COVERING LAWNS ARE EVIDENT AT TµE TERMINATION OF THE S~EDULED MAINTENANCE PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE: FOR ADDITIONAL MAINTENANCE OF THE WORK UNTIL WORK IS COMPLETED AND ACCEPT ABLE. D. SEE SECTION 02935 FOR SPECIFIC MAINTENANCE REOUREMENTS. 1.06 GENERAL REOUREMENTS• A. TµE TERM 'PLANTNG AREA' sµALL MEAN ALL AREAS TO BE PLANTED WITµ TREES, SHRUBS, GROUNDCOVERS, SOD AND SEED. B, ACTUAL PLANTING sµALL BE PERFORMED DURING TµosE PERIODS wµEN WEA TµER AND SOIL CONDITIONS ARE SUT ABLE IN ACCORDANCE WITµ LOCALLY ACCEPTED HORTICULTURAL PRACTICE. C. ALL ROCK AND OTHER GROWTH OR DEBRIS ACCUMULATED DURl'JG THE DURA r!ON OF Tf-E P'20JECT SHALL BE REMOVED Fi<OM TµE SITE. APPROVED FOR PLANTING D. PRIOR TO EXCAVATION FOR PLANTING OR PLACING OF Pl.ANT MATERIALS, LOCATE ALL UNDERGROUND IMPROVEMENTS, UTILITY LINES, ETC. AND TAKE PROPER PRECAUTIONS TO AVOID DAMAGE. IN THE EVENT OF A CONFLICT BETWEEN suoµ LINES AND PLANT LOCATIONS. NOTIFY LANDSCAPE ARC!-ITECT AND RECEIVE DIRECTION PRIOR TO PROCEEDING. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR MAKl'JG REPAIRS FOR DAMAGES RESULTING FROM WORK AS HEREIN SPECIFIED. E. GRADING AND SOIL PREPARATION WORK sµALL BE PERFORMED ONLY DURING THE PERIOD WHEN BENEFICIAL AND OPTIMUM RESULTS MAY BE OBTAINED, IF THE MOISTURE CONTENT OF TµE SOIL SHOULD REACH sueµ A LEVEL TµAT WORKING IT WOULD DESTROY SOIL STRUCTURE, SPREADING AND GRADING OPERATIONS S>-IALL BE SUSPENDED UNTIL Tµ: MOISTURE CONTENT IS INCREASED OR REDUCED TO ACCEPT ABLE LEVELS AND THE DESIRED RESULTS ARE LIKELY TO BE: OBTAINED. F. SCALED DIMENSIONS ARE APPROXIMATE BEFORE PROCEEDING WITµ WORK, CAREFUL.;L Y CHEC< AND VERIFY DIMENSIONS AND IMMEOIATEL Y INFORM T>-IE LANDSCAPE ARC>-IITECT OF DISCREPANCIES BETWEEN THE DRAWINGS AND SPECIFICATIONS AND ACTUAL CONDITIONS. G. OLJANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE ONLY, AND NOT GUARANTEED, CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS. el. ADEQUATELY ST AKE, BARRICADE. AND PROTECT IRRIGATION EQUIPMENT, MANHOLES, UTllTY LINES, AND OTl-'ER EXISTING PROPERTY DURING ALL PµASES OF THE SOIL AMENDING AND GRADING OPERATIONS. I. SPECIMEN TREE SELECTION- !. ONE SAMPLE EACµ OF EACµ TREE VARIETY AND SIZE, CALLED OUT ON DRAWINGS, 15 GALLON AND LARGER SHAL.;L BE DELIVERED TO THE PROJECT SITE FOR APPROVAL PRIOR TO INSTALLATION. THE CONTRACTOR SHALL IMMEDIATELY Ri=MOVE TREES NOT APPROVED. 2. THE CONTRACTOR, AT HIS OPTION AND AT HIS EXPENSE, MAY RETAIN Ti-'E SERVICES OF TµE LANDSCAPE ARCµITECT TO REVIEW TREES 15 GALLON AND LARGER TAGGED AT THE NLRSERY AND/OR AT ITS PLACE OF GROWTµ, OR AS QTµERWISE SPECIFIED ON DRAWINGS. 3. sµRuB AND TREE SAMPLES• TYPICAL SAMPLES, THREE EACH OF ALL VARIETIES AND SIZES OF ALL PLANT MATERIALS SµAL.;L 9E SUBMITTED FOR REVIEW AT T>-IE SITE A MINIMUM OF FIFTEEN DAYS PRIOR TO PLANTNG OPERATIONS. ACCEPTED SAMPLES sµALL REMAIN ON Te-IE SITE AND SHALL BE MAINTAINED AS STANDARDS OF COMPARISON FOR PLANT MATERIALS TO BE FURN1sµ::D. SAMPLES sµALL BE INCORPORATED NTO T>-IE 1/\10>/K, J. REJECTION AND SUBSTITUTION, PLANTS NOT CONFORMING TO THE REQUIREMENTS µEREIN SPECIFIED SµALL BE CONSOE:RED DEFECTIVE, AND sueµ PLANTS, WHETµER IN PLACE OR NOT, sµALL BE MARKED AS REJECTED AND BE IMMEDIATELY REMOVED FROM T>-IE SITE OF Te-IE WORK AND REPLACED WITH ACCEPT ABLE PLANT MATERIALS. THE PLANT MATERIALS SHALL MEET ALL APPLICABL:: INSPECTIONS REQUIRED BY LAW. PLANTS SHALL BE OF THE SPECIES, VARIETY, Sl?E, AGE, FLOWER COLOR AND CONDITION AS SPECIFIED HEREIN AND/OR AS INDICATED ON TµE DRAWINGS. UNDER NO CONDITION WILL THERE BE ANY SUBSTITUTION OF PLANT SPECIE, VARIETY, OR REDUCED SIZES FOR TµQSE LISTED ON TµE ACCOMPANYING DRAWINGS, EXCEPT WITH THE EXPRESSED WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. K. ALL UTLITIES (WATER AND ELECTRICITY) USED DURING T>-IE INSTALLATION AND MAINTENANCE OF THE LANDSCAPING AN:J IRRIGATION SYSTEMS FOR THIS PROJECT S-IALL BE PAO FOR BY TµE OWNER. 1.07 INVOICING OF PLANT MATERIALS AND SOIL PREPARATION AND SOIL PREPARATION CONFORMANCE TEST• A UPON DELIVERY OF MATERIALS AND COMPLETION OP SOIL CONDITIONING AND GRADING, B-.IT PRIOR TO INITIATING PLANTING OPERATIONS. Te-IE LANDSCAPE ARCHITECT WITH THE 1-ERETOFORE SPECIFIE:J SIGNED COPIES OF REQUIRED CERTIFICATES, TRIP SLIPS ANc> NVOICES FOR SOIL PREPARATION MATERIALS, WILL INVOICE sueµ MATERIAL, COMPARING Te-IE TOT AL QUANTITIES OF EACH MATERIAL FURNIS-€D AGAINST THE TOT AL AREA TO EACH OPERATION. IF TµE MINIMUM RATES OF APPLICATION µAVE NOT BEEN MET, T>-IE LANDSCAPE ARC>-IITECT WIL.;L REOURE Te-IE DISTRIBUTIO'J OF ADDITIONAL QUANTITIES Q<= TµESE MATERIALS TO FUcFILL THE MINIMUM APPUCA TION REQ-.JIREMENTS SPECIFIED. B. AFTER INSTALLATION OF PLANT MATERIALS, AND COINCIDING WITH THE PRE-MAINTENANCE OBSERVATION, T>-!E LANDSCAPE ARC>-IITECT, \/\/ITµ rµE 1-ERETOPORE SPECIP'ED SIGNED COPIES OP THE REQUIRED CERTIPICA TES, TRIP SLIPS AND INVOICES FOR TµE PLANT MATERIALS AND RELATED ITE"1S, WILL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA AND/OR THE AMOUNTS SPECIFIED. If T>-IE MINIMUM AMOUNTS e!AVE NOT BEEN FURNISHED, THE LANDSCAPE ARCHITECT WILL REOLJRE THE INSTALLATION OF ADDITIONAL MATERIALS TO FULFILL TµE MINIMU'-"1 REQL.;REMENTS SPECIFIED OR REQUIRE TµAT TµE CONTRACTOR PROVIDE CREDIT<S) TO THE OWNER. 1.08 FINAL SOIL AMENDMENT QUA'-JTITIES• A. UPON COMPLETION OF ALL BACKFILL AND/OR ROUGH GRADING OF PLANTED AREAS, A MINIMUM OF SIX (6) REPRESENTATIVE SAMPLES OF EXISTING SOL FOUND IN THE PLANTING AR::AS SHALL BE TAKEN BY TµE CONTRACTOR AND AT HIS EXPENSE SENT TO AN INDEP:=NDENT SOl TESTING LABORATORY PQEAPPROVED BY CITY FOR AN AGRICULTURAL SLIT ABllTY ANALYSIS AND RECOMMENDATIONS FOR QUANTITY AND APPLICATION RATE OF AMENDME:-.JTS AND INCLUDE A'JY CORRECTIVE MEASURES REQcJIRED TO ADJUST pµ OR SALT TO ACCEPT ABLE LEVELS. Tµ::sE RECOMMENDATIONS SHALL THEN BE COMPARE:D WITµ T-IOS!': LISTED N PARAGRAPH 3.1 AND THE CONTRACT MODIFIED ACCORDINGLY, CITY INSPECTOR MUST AP"ROVE SOIL TEST RESULTS PRIOR TO AM'::NDING SOIL. PART2 -PRODUCTS 2.01 SOIL AMENDMENT AND FERTILIZER• A. SOIL CONDITIONER SµALL BE BUTLER'S MILL LOAMEX, SEQUOIA FOREST PRODUCTS FOREST µLlMUS, TERRA PRODUCTS T::RRA BLEND OR EQUAL. B. GYPSUM sµALL BE A COMMERCIALLY PROCESSED AND PACKAGED GYPSUM (CASO, 2H 0) WITH MINIMUM soi GRADE CONTAINING 141 MINIMUM COMBIN!':D SULFUR, C. IRON SULPµA TE• FERRIC OR FERROUS SULPµA TE IN PELLETED OR GRANULAR PORM CONTAINING NOT LESS TµEN 18 PERCENT METALLIC IRON. MATERIAL Si-'ALL CONFORM TO TµE AGRICULTURAL CODE OF THE STATE OF CALIFORNIA, D. PRE-PLANT FERTILIZER SHALL BE OF A UNIFORM 'BEADED' µQMOGENEOUS Gi<ANULAI< COMPOSITION SUI r ABLE FOR APPLICATION WITH APPROVED EOUIPME'JT AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENT AGES BY WEIGHT OP PLANT POOD, NITROGEN 51 MINIMUM PHOSPµQRIC ACID 3% MINIMUM POT ASµ I$ MINIMUM IRON 1% MANGANESE .051 ZINC .051 HUMIC ACIDS (DERIVED FROM COMPOST) 15% SOIL PENETRANT (ALKYL NAPµTµALENE SOc>IUM SULFONA TE) 15% (GRO-PO\/\IER PLUS WITµ SOIL PENETRANT ADDED) E. PIOST-PLANTING FERTILIZER, ORGANIC BASE, LONG LASTING, NONBURNING, CONTROLLED SLOW RELEASE. FR!':E FLOWING. UNIFORM IN COM?OSITION. SUITABLE FOR APPLICATION WITH APPROVED EOUPMENT, AND $HALL CONTAIN T>-IE FOLLOWING MINIMUM AVAILABLE PERCENTAGES OF WEIGHT OF PLANT FOOD , NITROGEN pµQSP>-IORIC ACID POTASH SULPHUR IRON MANGANESE ZINC >-IUMIC ACIDS (DERIVED FROM COM?OST) 12% MINIMUM 8$ MINIMUM 8% MINIMUM 7$ n ,051 .051 5$ <GRO-POWER CONTROLLED RELEASE, 4-6 MONTµ FORMULATION) WARNING• SOME FERTIU?::RS CONTAIN Ce-ELATED IRON WHCH ~IAS CAUSED STAINING OF CONCRETE SURFACES IN QTµER PROJECTS. CONTRACTOR S>-IALL BE RESPONSIBLE FOR REMOVING ALL IRON STAINS FROM CONCRETE BY SANDBLASTING, OR AS DIRECTED BY ARCµJTECT, AT NO ADDITIONAL COST TO THE OWNER. F. PLANTING TABLETS• TIGHTLY COMPRESSED CHP TYPE COMMERCIAL GRADE PLA'JTING TABLETS, AGRIFORM OR APPROVED EQUAL, OF VARYING SIZES WITH Tl-€ FOLLOWING AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD, NITROGEN pµQSPHORIC ACID POTASH 20% MINIMUM 10% MINIMUM 5% MINMUM G. PALM FERTILIZER, FERTILZER SPIKES BY LUTZ CORPORATION 800-203-7740 WITH TRACE ELEMENTS OF MAGNESIUM, MANGANESE, COPPER, AND SULP>-IUR AND T>-IE FOLLOWING AVAILABLE PERCENTAGES BY WEIGµT OF PLANT FOOD• NITROGEN PHQSPµQRIC ACID POTASH 2.02 PLANTING BACKFILL• 6% MINIMUM 01 MINIMUM 6% MINIMUM A. PLANTING BACKFILL sµALL BE A T>-!OROUGf-lL Y BLENDED MIXTUR!': OF TOPSOIL AMENDMENTS AT THE FOLLOWINC MIXTURE• SOIL CONDITIONER STOCK-PILED ON SITE SOIL IRON SULPHATE GYPSUM PRE-PLANT FERTILIZER I PART 3 PARTS 2 LBS/PER CU. YD. OF MIX 10 LBS/PER CU YD. OF MIX 4 LBS/PER CU YD. OP MIX SOIL TO BE USED AS PLANTING MEDIUM FOR THE PROJECT SµALL BE FERTILE, \/\/!':LL-DRAINED, OF UNIFORM QUALITY, FREE OF STONES OVER I INCH DIAMETER, STICKS, OILS, cµEMICALS, PLASTER, CONCRETE AND OTl-lER DELETERIOUS MATERIALS. ON-SITE SOIL MA y· BE STOCKPILED FOR RE-USE PROVIDED IT MEETS ALL REQUIREMENTS. B. PLANTING BACKFILL FOR PALMS, PURE, WASI--ED PLASTER SAND ON .. Y. 2.03 STAKING MATERIALS• SINGLE ST AKNG• ST AKES SHALL BE OF LODGEPOLE PINE. THESE SHALL BE STRAIGHT sµAFTS, SHAVED AND CUT CLEAN Al'-0 BARE OF BRANCµ::s AND STUBS, OF UNIFORM TµICKNE:SS WITµ A MINMUM DIAMETER OF 2 INC>-IES, FREE OF LOOSE KNOTS, SPLITS OR BENDS. ST AKES SHALL BE NO ' .. ESS THAN EIGHT !8) FEET IN LENGTH. 2.04 GUYING MATERIALS• A. GUY \/\IRES sµALL BE OF PLIABLE, ZINC-COATED STEEL OF NO. 12 GAUGE. B. AN~ORS CDEADMAN) FOR HOLDING GUY WIRES SHALL BE OF 4 INCH BY 4 INCH (4" X 4") SOLID LU"1BER, l'-6" IN LENGTµ, OR MATERIALS AS SHOWN ON THE DETAILS ON Tµ!': DRAWINGS. C. µosE FOR COVERING WIRE SHALL BE OF 2-PL )' REINFORCED i<UBBER. USED OR NEW, GARDEN HOSE TYPE OF AT LEAST 1/2 INCH IN DIAMETER. D. WARNING 'FLAGS', TO BE ATTACHED TO GUYS, SHALL BE OF 1/2" PVC PIPE AND FOUR F::ET LONG. E. TREE TES SHALL BE BORDON CINC>-1-TE OR EQUAL. 205 PLANT MATERIALS• A. NOMENCLATURE• TµE SCIENTIFIC AND COMMON NAMl::S Of PLANTS HEREIN SPECIPIED CONFORM WITH THE APPROVED NAME:S GIVEN N "A CHECKLIST OF WOODY ORNAMCCNT AL PLANTS OF CALIFORNIA', PUBLISµED BY TµE UNIVERSITY OF CALIFORNIA. COLLEGE OF AGRICULTURE, MANUAL 32 (1963), SEE LIST OF PLANT MATERIAL ON DRAWINGS. B. QUALITY AND SIZE OF ALL PLANTS sµALL BE NO. I, OF PINTO TAG STOCK. THEY SHALL BE VIGOROUS, OF NORMAL GROWTµ, FREE FROM DISEASE, INSECTS, INSECT EGGS, A'JDIOR EXCEED Tel:: MEASUREMENTS SPECIFIED. PINTO TAGS sµALL BE SUBMITTED TO TµE LANDSCAPE ARCHTECT, C. CONTANER STOCK (I GAL .• 5 GAL., AND 15 GAL. BOXES) sµALL HAVE GROWN IN CONTAINERS POR AT LEAST $IX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINER PLANTS TµAT µAVE CRACKEc> OR BROKEN BALLS OF EARTH, WHEN TAKEN FROM T>-IE CONTAINER, SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES WITH DAMAGED ROOTS OR BRO<EN BALLS $HALL BE PLANTED. D. PRUNING sµALL NOT BE DONE, PRIOR TO DELIVERY, EXCEPT BY WRITTEN APPROVAL. E. OBSERVATION OF PLANT MATERIALS, REQUIRED BY CITY, COUNTY OR STATE AUTHORITIES, SHALL BE A RESPONSl'31LITY OF THE CONTRACTOR, AND WH32E NECESSARY, HE SHALL HAVE SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF PLANTS TO SITE. F. PLANTS SHALL BE SUBJECT TO OBSERVATION AND APPROVAL OR REJECTION, AT THE PROJECT SITE AT ANY Tlll,\E BEFORE OR DURING PROGRESS OF WORK, FOR SIZE, VARIETY, CONDITION, LATENT DEFECTS AND INJURES. REJECTED PLANTS Se-lALL BE REMOVED FROM TµE PROJECT SITE IMMEDIATELY. G. SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT THAT IP PROOF IS SUBMITTED TµA T ANY PLANT SPECIFED IS NOT OBTAINABLE, A PROPOSAL WILL BE CONSIDERED FOR USE OF THE NEAREST EQUIVALENT SIZE OR VARIETY AND COST, SUIBSTITLTION MUST BE APPROVED BY CITY. µ, QUANTITIES $HALL BE FLl<NISHED AS NEEDED TO COMPLETE WORK SHOWN ON DRAWINGS. I. T>-IE LANDSCAPE ARCµITECT RESEi;>VES THE RIG>-IT TO OBSEi;>VE ROOT CONDITION OF ANY SPECIES, PARTICULARLY THOSE GROWN FROM SEED, AND IF FOUND DEFECTIVE, TO REJECT T>-IE PLANTS REPRESENTED BY THE DEFECTIVE SAMPLE. J, IDENTIFY PLANT SPECIES OR VARIETIES CORRECTLY ON LEGIBLE, WEA T>-!ER-PROOF LABELS A TT ACH::D SECURELY AT n-E JOB SITE. THERE sµALL GE A MINIMUM OF ONE LABELED PLANT FOR EAcµ 5 PLANTS IN A LOT. K. GROUNDCOVER PLANTS SHALL BE µEAL Tµy VIGOROUS ROOTED CUTTINGS GROWN IN FLATS UNTIL TRANSPLANTING, 2.06 GRASS OR LAWN, SEE DRAWINGS FOR LOCATION AND TYPE OF GRASSING. 2.07 µYDROSEED• SEE DRAWNGS FOR µ,DROSEED SCe-lEDULES. 2.08 >-IERBICIDE• A. PRE-EMERGENT >-IERBICIDE SHALL BE SURi=t..AN, TREFLAN, DYMID OR EOUAL. B. WEED CONT ACT SPRAY SµALL BE ROUNDUP OR EQUAL. 2.09 MULCµING MA TERIA'-' A. MULCµING MATERIAL SHALL SCREENED BARK• I. 'SEQUOIA PATµWAY BARK', AVAILABLE TµROUGµ BUTLERS MILL (619-263-6181. 2. 'EART>-IWISE ECO-BARK', MIX::D PINE AND FIR DECORATIV!': BARK, l/4' TO 2-112· SIZE. AVAILABLE TµRouGµ AJ ECOLOGY INDUSTRIES (760) 734-1400. SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO BLLK DELIVERY TO JOB SITE. 3, APPROVED EQUAL. B. COBBLE MATERIAL SHALL BE 2·-3· DIA. 'SONORA 5µ1NE', AVAILABLE THROUGH SOUTHWEST BOU.DER 1760) 451-3335, 2.10 ROOT BARRIERS• A. REEMAY / TYPAR LANDSCAPE PRODUCTS• BIOBARRIERTM FABRIC 19' DEPTH, OR APPROVED EQUAL. 2.1 I WEED BARRIER FABRIC• A. REEMAY / TYPAR LANDSCAPE PRODUCTS PROFESSIONAL GRADE STYLE 3201 FABRIC 1001 SPUNBONDED POLYPROPYLENE WITµ UV IN>-IIBITORS POROUS, NONWOVEN, BREATHABLE. OR APPROVED EQUAL 2.12 TREE DRAINAGE I AERATION TUBES• A. TREE DRAINAGE TUBES $HALL BE 4· PERFORATED SCHEDULE 40 PVC PER TµE DETAILS O"J Ti-'E DRAWINGS. SUPPLY NDS FLAT DRAIN CAP, GREEN COLOR. TO SUP-FIT IN THE 4" PVC PIPE FOR TREES IN LAWN OR TURF AREAS. SUPPLY N:JS ATRIUM DRAIN CA", GREEN COLOR, TO SUP-FIT IN THE 4· PVC PPE POR TREES IN SHRUB OR GROUNDCOVER AREAS. PART 3 -EXECUTION 3.01 SOIL CONDITIONING, FERTILIZING c ROTOTILLING• A. AFTER TµE AREAS HAVE BEEN GRADED, THE FOLLOWING RATES OF SOIL CONDITIONING AND AMENDMENT MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS AND SHALL BE TµQROUGµL y SCARIFIED TO AN AVERAGE DEPTH OP SIIX (6) INCHES BY ROTOTILUNG A MINIMUM OP TWO (2) ALTERNATING PASSES• (TµIS IS TO BE USED AS A BASIS FOR BIDDING, AND MAY BE MODIFIED BASED ON SOIL TESTS.l I. SOL CONDITIONER SOIL SLLPHUR IRON SULP>-IA TE GYPSUM PRE -PLANT FERTILIZE!< 4 CU. YD. PER 1,000 SQ.FT. 20 LBS/PER 1,000 SO.FT. 20 LBS/PER 1.000 SO.FT. 100 LBS/PER 1,000 SQ.FT. 20 LBS/PER 1,000 SQ.FT. 2. FERTILIZER CPER PLANTl $>-!ALL BE INCORPORATED INTO THE TOP SIX (6) INCHES OF FINISµ GRADE. FERTILIZER SHALL BE APPLIED AFTER LEACf-lNG OPERATION. B. TµE THOROUGHNESS AND COMPLETENE:SS OF THE ROTOTILUNG AND INCORPOQATION OF THE SOIL CONDrTIONERSl/'MENDMENTS SHALL BE ACCEPT ABLE TO T>-!E LANDSCAPE ARC>-!ITECT /OWNER'S REPRESENTATIVE. SLOPES 2•1 AND STEEPER, OR AS PER TµE DRAWNGS, OMIT SOIL CONDITIONER APPLICATION AND TILLING. C. DEEP WATER LEACµJNG• I. AFTER COMPLETE INSTALLATION AND TESTING OF THE IRRIGA T!ON SYSTEM, ALL AREAS $HALL BE DEEP WATER LEACHED AND COMPACTED AND SETTLED BY CONTINUOUS APPLICATION OF IRRIGATION WATER UNTIL THE SOIL HAS RECEIVED A MINIMUM OF 12" OP WATER. 2 AFTER LEACI-ING OPERATION, SOIL SAMPLES SHALL BE TAKEN BY CONTRACTOR PER ARCI-IITECTS DIRECTION AND GIVEN TO TµE OWNER'S SOIL LABORATORY FOR TESTING, SOIL TEST SHALL MEET THE FOLLOWING R:=OUIREMENTS1 ECE -MAXIMUM 3.0 pµ -MAXIMUM 7.50 _ '' l~,1,:., ,-..,,.._ 3. RE APPLICATION OF SOIL AMENDMENT AND LEACHING OPERATION SHALL BE WAIVED BY THE OWNER'S REPRESENTATIVE IP IN HS OPINION Tl-€ EC AND PH ARE AT ACCEPT ABsE LEVELS. 4. DEEP WATER LEACHING SHALL BE DONE PRIOR TO Tl~E APPLICATION OF T>-IE COMMERCIAL FERTILIZER. D. CARE SHALL BE TAKEN THAT THE RATE OF APPLICATION OF WATER DOES NOT CAL.:SE EROSION OR $LUFFING OF SOILS. DO NOT UNDERTAKE LEACµING OPERATIONS IN EXPANSIVE SOLS. E. ALL DEPRESSIONS, VOIDS, EROSION SCARS AND SETTLED TRENCµES GENERATED BY T>-IE DEEP WATERING $>-!ALL BE FILLED WITH CONDITIONED TOPSOIL AND BROUG>-IT TO FINISH GRADE. 3.02 FINIS>-! GRADING• A, FINISµ GRADES sµALL BE AS INDICATED ON LANDSCAPE AND CIVIL DRAWINGS. CONTRACTOR SHALL NOTIPY LANDSCAPE ARCH.TECT FOR A DECISION Si-lOULD ANY DISCREPANCIES EXIST BETWEEN TµE DRAWINGS AND SITE CONDITIONS. B. FINISe-1 GRADES SHALL BE MEASURED AS THE FINAL WATER COMPACTED AND SETTLED SLRFACE GRADES AND SHALL BE WITHIN + 0.1 FOOT OF THE SPOT ELEVATIONS AND GRADE LINES INDICATED. C, FINISI-I GRADES sµALL BE MEASURED AT Tl-€ TOP SURFACE OF SURFACE MATERIALS. D. MOLDING AND ROUNDING OF THE GRADES SHALL BE PROVIDED AT ALL Ci-lANG!':S IN SLOPE. E. ALL UNDULATIONS AND IRREGULAR!fl!':S IN THE P'cANTING SURFACES RESULTING FROM TILLAGE, ROTOTILLING AND ALL OTHER OPERATIONS SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS A;;?E INITIATED. F. TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND OTµER UNDERGROUND UTILITIES DURING GRADING AND CONDITIOI\ING OPERATIONS. G. FINAL FINISH GRADES SµALL INSURE POSITIVE DRAINAGE OF THE SITE WITµ AL'-SURFACE DRAINAGE AWAY FROM BUILDINGS. WALcS, AND TOWARD ROADWAYS, DRAINS AND CATCH BASINS. µ_ FINAL GRADES SHALL BE ACCEPTABLE TO TµE LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS WIL.;L BE ALLOWED TO BEGIN. I. PLANTING SURFACES SHALL BE GRADED WITH NO LESS THAN 2 PERCENT SURPACE SLOPE FOR POSITIVE DRAINAGE. 3.03 JUTE MES>-! I NETTING• A, INSTALL JUTE NETTING ON AREAS INDICAT!':D ON DRAWINGS AND/OR PLANTNG NOTES. IN AREAS RECEIVING µyDROSEED, APPLY JUTE NETTNG AFTER HYclROSEEDING. APPLY JUTE NETTING PRIOR TO PcANTING CONTAINER PLANTS, CUT OPENINGS IN JUTE A MINIMUM Of 1-112 TIMES THE DIAMETER OF H0E PLANT PIT TO ALLOW ROOT CROWN DEVELOPMENT, AERATION AND FORMING OF WATERING SAUCER PER DETAILS. 3.04 PLANTING• A, Tele' LAYOUT OF LOCATIONS FOR PLANTS AND OUTLINES OF GROUNDCOVER BEDS TO BE PLANTED sµALL BE APPROVED ON THE SITE BY TµE LANDSCAPE ARCHITECT PRIOR TO T>-IEIR PLANTING, ALL sueµ LOCATIONS SHALL BE CHECKED FOR POSSIBLE INTERFERENCE WITH EXISTING UNDERGROUND PIPING PRIOR TO EXCAVATION OF HOLES. IF UNDERGROUND CONSTRUCTION OR UTILITY LINES ARE ENCOUNTERED IN THE EXCAVATION OF PLANTNG AR!':AS, OTHER LOCATIONS FOR ThE PLANTING MAY BE SELECTED BY THE LANDSCAPE ARCHITECT. DAMAGE TO EXISTING UTILITES sµALL BE TµE RESPONSIBILITY OF THE CONTRACTOR. B, PLANTING TREES, 5µRLJBS AND VINES, I. ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDES WITH ROL.;GµENED SURFACES AND $>-!ALL BE OF T>-IE MINIMUM SIZES INDICATED ON DRAWINGS. µQLES SHALL BE, IN Ai.L CASES, LARGE ENOUGH TO PERMIT HANDLING AND PLANTING WITHOUT INJURY OR BREAKAGE OF i;>QQT BALLS Qi;> ROOTS. 2 EXCAVATION sµALL INCLUDE THE STRIPPING AND STACKING OF ALL ACCEPfABLE SOL ENCOUNTERED WIT~N TH:: AREAS TO 3E EXCAVATED FOR PLANT PITS AND PLANTNG BEDS. PROTECT /'LL AREAS T-IA T ARE TO Be TRUCKED OVER AND UPON WHICH SOIL 1$ TO BE TEMPORARILY STACKED PENDING ITS RE-USE FOR THE FILLINGS OF >-!OLES, PITS AND BEDS. 3, EXCESS SOIL, GENERATED FROM THE PLANTNG HOLES SHALL 3E SPREAD ON TµE SITE AS DIRECTED. 4, PLANTS IN CAN CONTAINERS SHALL HAVE THE CANS OPENED BY CUTTl"JG VERTICALLY ON OPPOSITE SIDES Or EACH CAN WITH NURSERY CAN OPENERS, TIN SNIPS OR OTµER APPROVE::> INSTRUMENTS FOR THIS PURPOSE, ALL USED CANS sµALL BE REMOVED TO THE STORAGE AREA OR FROM Ti-IE SITE DAILY. 5, TµE PLANTS sµALL BE PLANTED AT APPROV::D LOCATIONS WITI-' THE >-IERETOFORE SPECIFIED CONDITIONER AND SOIL PLANTING BACKFILL. 6. THE PLANTS SHALL BE PLACED IN THE PLANTING PITS O"J THE BACKFILL MATERIAc wµ1c>-1 e-lAS B:cEN >-!AND-TAMPED AND WATER SETTLED TO TµE ROOTBALL BASE LEVELS PRIOR TO THE PLACEMENT OF THE PLANTS. AFTER SETTING TµE PLANTS, THE REMAINING BACKFILL MATERIAL 5µALL BE CAREFULLY TAMPED AN:) SETTLED AROUND EACH ROOTBALL TO FILL ALL VOIDS. 7. EACµ TREE AND Se-lRUB SµALL BE PLACED IN THE CENTER OF THE µQLE AND SHALL BE SET PLUMB AND HELD RIGIDLY IN POSITION J\ITIL THE PLANTING BACKFILL HAS BEEN TAMPED AROJ\ID EACH ROOTBALL. B. ALL PLANTS $HALL BE SET AT SUCH A LEVEL THAT APTEI< SETTLING TµEY BEAR T>-IE SAME RELA TIONSHP TO THE SLRROU."JDING FINISµ GRADE AS THEY BORE TO THE SOL LINE GRADE: IN THE CONT Al,NER, UNLESS OTHERWISE NOTED. ["SHill7 CITY OF CARLSBAD fSHillsl 1---+----,f------------------+---+----,f-----,----t l___::_j PLANNING DEPARTMENT ~ ~='..:::::::=========::::::::::==::::..::::===: PLANTING SPECIFICATIONS FOR• CARLSBAD RESEARCH CENTER LOT-6 AND IRRIGATION ONLY, Mitchell S, fhillippe _AP-PR_o_vE_,\!.::,,.__uz,,_7',L.....,"""'""--------//-9-ar i5 INCLUDING PRECISE ♦ VANDYKELLP CE:J."J,';:i' ASSISTANT PLANNING DIRECTOR DATE ~ LOCATION OF PLANTING · .,;~ '-~,'!'~~-~~';':-"''#,-,.___.,..,\ .... ~ ~ ~ DATE INITIAL DATE INITIAL DATE INITIAL g~~D B~~: ~C~g~-1 PROJECT NO, I DRAWING NO. ~ AREAS (619).......,.. FAX(619)'7...,. OF Ci\.\ Reg)stered Landscape Archl\ec\ REVISION DESCRIPTION SOP 05-02 431-9L " • Cert No. 3781 Exp. 11-30-2005 ;' l------~~~::~::;.. ______ L ________________________________________________ :_ ____________________ :::: ___ .:::..:::~::::._..!~EN~G~IN~E~ER~O~F~WO~R~K~===~~~~~~~~~~====fO~TH~E~R~A~P~PR~O~V~AL~~C~IT~Y~A~P~PR~O~V~A~L~~R~V~W~D~B~Y=: ~M~P=~~========~====~~ · PLOT DA TE• I0/12/05 FILE O 884 PD-05 9. PLANTING TABLETS Sl-1ALL BE PLACED IN EACH PLANTING HOLE AT THE I FOLLOWING RA TES, 1-5 GRAM T ASLET PER LINER AND FLAT SIZE PLANT 1·2IGRAM TABLET PER GALLON CONTAINER 3-21 GRAM TABLETS PER 5 GALLON CONTAINER 4-21 GRAM TABLETS PER 15 GALLON CONTAINER 1·2IGRAM TABLET PER EACH 4 INCH OF BOX SIZE 10. NO PLANT WILL BE ACCEPTED IF THE ROOTBALL IS BROKEN OR CRACKED, EITHER BEFORE, DURING. OR AFTER n-E PROCESS OF INSTALLATION. I L ALL PLANTS SHALL BE THOROUGHLY WATERED l'ITO THE FULL DEPTH OF EACH PLANTING HOLE IMMEDIATELY AFTER PLANTING, 12. ALL TREES, 15 GALLON OR LARGER, ~ALL BE STAKED PER THE DETAILS ON 'TI-E DRAWINGS. THE STAKES SHALL BE DRIVEN IN PLL.MB AND SEGURE. SPECIAL CARE SHALL BE TAKEN T ... A T T ... E DRIVING IN OF THE ST AKE DOES NOT DAMAGE T ... E TREE ROOTS OR ROOTBALL. TREE TES SHALL BE FASTENED TO EAC'°' TREE AND STAKE BY LOOPING FIGURE B'S WITH THE INSIDE DIAMETER Of THE TIE AT 2 OR 3 TIMES THE DIAMETER Of THE TREE AND BY TACKING THE BACK Of TI-E TE TO T ... E STAKE. 13. GUYl'IG• ALL SPECIMEN TREES 24 INC'" BOX AND LARGER SHALL BE GUYED PER T..,E DETAILS. IF INDICATED ON THE DRAWl'IGS. 14. ALL VINES SHALL BE INSTALLED PER DETAILS ON THE DRAWINGS. 15. THE STAKING AI\O GUYING SHALL BE ACCOMPLISHED 1\1 SUCf-1 A MANNER AS TO INSURE Tf-lE PROPER AND HEAL Tf-lY GROWTH AND THE SAFETY Of TI-E PLANTS, PROPERTY, AND THE PUBLIC. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE AND SUBSURFACE DRAINAGE REOUIRED WI-IICH MAY AFFECT HIS GUARANTEE OF THE TREES. SHRUBS, AND VINES. 17. PRUINING AFTER PLANTING SHALL BE REQUIRED ON ALL TREES. SHRUBS, AND VINES WHEN NECESSARY TO PROVIDE THE SPECl"IED OR APPROVED STANDARD Sf-lAPES. FORM AND/OR SIZES CHARACTERISTIC TO EACH PLANT. PRUNING MAY INCLUDE Tf-llNNING, AND/OR CUTTING AND SHALL BE UNDER THE DIRECTION OF THE LANDSCAPE ARCHITECT. C. PLANTING GROUNDCOVERS, I. GROUNDCOVERS Sf-lALL BE PLANTED IN THE AREAS INDICATED ON Tf-lE DRAWINGS. THE GROUNDCOVER PLANTS Sf-lALL BE ROOTED CUTTINGS GROWN IN FLA TS AND SHALL REMAIN IN THOSE FLA TS UNTIL TRANSPLANTING. 2. ALL GROUNDCOVER PLANT$ Si-1ALL BE PLANTED WITH SOIL AROUND ROOTS IN STAGGERED ROW, EVENLY SPACED AT THE INTERVALS CALLED OUT ON TI-E DRAWINGS. 3. Tf-lE GROUNDCOVER PLANTS SHALL BE PLANTED SUFFICIENTLY DEEP TO COVER ALL ROOTS AND A 5 GRAM PLANTING TABLET Sl-1ALL BE PLACED IN EACH PLANTING f-lOLE AND SHALL BE IMMEDIATELY SPRINKLED AFTER PLANTING UNTL TI-E ENTIRE AREA IS SOAKED TO Tf-lE FULL DEPTH OF ALL HOLJE$. 4. TI-E GROUI\OCOVER PLANTING AREA SHALL BE HAND SMOOTHED AFTER PLANTING TO PROVIDE AN EVEN, SMOOTH FINAL Fl'JISH GRADE. D. SODDING OF LAWN AREAS, I. IN LAWN AREAS Wf-llCH ARE TO BE SODDED, ALL ROTOTILUNG, SOIL CONDITIONING AND ROCK AND DEBRIS REMOVAL SHALL BE COMPLETED BEFORE Tf-lE CONTRACTOR SHALL INSTALL APPROVED SOD. 2. PRIOR TO PLACEMENT Of SOD. THE AREAS Sl-1ALL BE FINISH GRADED SMOOTH WITH A UNFORM GRADE BETWEEN WALK, CURBS. STEPS AND BUILDINGS. Tf-lE CONTRACTOR SHALL OBTAIN APPROVAL OF FINISH GRADES PRIOR TO PLACEMENT OF SOD. 3. SOD SHALL BE LAID IN STAGGERED ROW, FOLLOWING TI-E GRADE ELEVATIONS. <DO NOT LAY SOD PERPENDICULAR TO SLOPE OF GRADE.l 4. SODDED AREAS SHALL BE THOROUGHLY WATERED AND KEPT CONTINUOUSLY MOIST AS REQUIRED. 5. RE-SODDl'JG, SODDED AREAS WHICH DO NOT 51-<0W A PROMPT EST ABLISl-<MENT WI THIN 10 DAYS AFTER INSTALLATION SHALL BE RE-SODDED UNTIL AN ACCEPT ABLE ST AND Of GRASS IS ASSURED. E. PLANTING PALM TREES I. LPON ARRIVAL, PALMS SHALL BE PLANTED IMMEDIATELY OR STORED FOR NO MORE THAN 2 TO 3 DAYS IN A SHADED AREA WI-ERE THE TOTAL TREE MUST BE KEPT DAMP FREQUENTLY. IF THEY ARE STORED FOR MORE THAN A DAY, COVER THE ROOT BALLS WITH A BURLAP TARP AND KEEP THE TARP MOIST. 2. PALMS ARE TO BE CAREFULLY UNLOADED OFF THE TRUCK. SET THE CHOKER ON THE OUTSIDE SO AS TO NOT TURN THE PALM TO THE INSIDE AS IT IS LIFTED. USE NYLON Cf-lOKERS ONLY. 3. PLANT PITS FOR PALMS AQE TO BE DUG MINIMUM 12' WIDER AND DEEPER THAN ROOTBALL OF PALM. BACKFU. WITI-I PURE WASI-ED PLASTER SAND. DO NOT USE ANY OTI-IER TYPE OF SAND. ROOTBALL OF PALMS ARE NOT TO BE PLANTED MORE THAN 6'-12" BELOW ORIGINAL GRADE Of ROOTBALL FROM THE NURSERY OR PLACE WHERE PALM WAS HARVESTED. DO NOT PLANT ROOTBALL TOO I-IIGH, AS EXPOSED ROOTS ACT AS A 'WICK' AND CAN DRY OUT Tl-IE SOIL AND STRESS THE OTHER ROOTS. 4, PALMS ARE TO BE PLACED IN THE PIT AND Tf-lOROUGHLY 'WATERED IN "AS THEY ARE BACKFILLED. THE BACKFILL SAND IS TO BE WASHED INTO THE VOIDS AROUND THE ROOTS AND THOROUGHLY SATURATED WHILE THE PALM IS BEING PLANTED. PLACE THE SPECIFIED PALM FERTILIZER SPIKES APPROXIMATELY 12' BELOW GRADE AND SPACED EQL:IDISTANT AROUND THE PER'METER OF THE ROOT BALL, KEEPING TI-E SPIKES 2" -4' FROM TI-E EXPOSE'.) ROOTS. AT TIME OF PLANTING, USE HALF THE MANUFACTURER'S RECOMMEr-.oED APPLICATION RATE FOR Tl-IE FERTILIZE.! SPIKES. 5. FORM A 6" TALL EARTH 'WATERING BERM' AROUND THE PERIMETER OF THE PLANT PIT TO RETAIN IRRIGATION WATER. COVER THE PLANT PIT AREA WITHIN THE WATERING BERM WITH 3' OF THE SPECIFIED MULCH MATERIAL. 6. FROM PALM PLANTING Tf-lROUGH TI-E ENTIRE MAINTENANCE PERIOD, CONTRACTOR IS TO CHECK FOR WATER PENETRATION AND DRAINAGE THROUGl-,QUT Tf-lE ROOT ZONE ONCE A WEEK. AFTER MAINTENANCE PERIOD. CHECK MONTHLY THEREAFTER FOR Tf-lE DURATION OF THE WARRANTY. MONITORING OF WATER LEVELS CAN BE DONE BY LOWERING A TAPE MEASURE INTO THE ST AND PIPE. 7. IF WATER IS PROPERLY DRAINED, K<RIGATE PALMS WITH UP TO 100 • 150 GALLONS EVERY FIVE (5) DAYS UNTIL ESTABLISHED. <THESE ARE ESTIMATES ONLY AND ARE SUBJECT TO CHANGE, IRRIGATE AS NEEDED). SOIL MUST BE WELL-DRAINED. BUT SOIL SHOLLD NEVER BE PERMITTED TO DRY OUT. 8. PALM FROND STRl'IGS ARE TO BE LEFT TIED FOR APPROXIMATELY FORTY-FIVE (45) DAYS. IN WINDY CONDITIONS. THEY ARE TO BE LEFT TIED LONGER. IN HOT, DRY CONDITIONS. STRINGS A<E TO BE UNTIED SOONER. AS PALMS START TO INDICAT': NEW GROWTH, STRINGS ARE ,O BE REMOVED. 9. PRUNING OF FRONDS Sf-lALL BE DONE ONLY WHEN NECESSARY, WITHIN THREE C3J YEARS OF TRANSPLANTING. DO NOT CUT ANY FRONDS THAT ARE PARTI.ALL Y GQEEN. TOOLS USED FOR TRIMMING/PRUNING ARE TO BE STERILIZED WITH A 501 BLEACH SOLUTION BEFORE AND AFTER TRIMMING/PRUNING OF EACH PALM. 10. BRACE PALMS PER PALM BRACING DETAIL. 3.05 HYDROSEEDING• A. f-lYDROSEEDING Sl-1ALL BE APPLIED IN THE AREAS INDICATED ON TI-E DRAWING$ IN ACCORDANCE WITH THE MIX INDICATED ON THE DRAWINGS. B. HYDROSEEDING EQUIPMENT• HYDRAULIC EOUl"MENT USED FOR THE APPLICATION Of FERTILIZER, SEED, AND SLURRY Of PREPARED WOOD PLLP OR FIBER SHALL BE OF Tf-lE "SUPER HYDROSEEDER' TYPE. THIS EQUIPMENT SHALL HAVE A Bl.ALT-IN AGITATION SYSTEM WITf-1 AN OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPE\JD, AND HOMOGENEOUSLY MIX .A SLURRY CONTAINING 1,200 POUNDS OF MULCf-1 AND SEED. H-4E SLURRY DISTRIBUTION LINES SHALL BE LARGE ENOUGH TO PREVENT STOPPAGE AND Si-1ALL PROVIDE EVEN DISTRIBUTION OF THE $LURRY. TI-E SLURRY TANK SHALL HAVE A MINIMUM CAPACITY OF 1,350 GALLONS AND Si-1ALL BE MOUNTED ON A TRAVELING UNIT WI-IICH WILL PLACE THE SLURRY TANK AND SPRAY NOZZLES WITHIN SUFFICIENT PROXIMITY TO THE AREAS TO BE SPRAYED SO AS TO PROVIDE UNIFORM DISTRIBUTION WITHOUT WASTE. C. APPLICATION METf-lQD, USING TI-E WOOD PULP AS A GUIDE, SPRAY THE SOIL WITf-1 A UNIFORM VISIBLE COAT OF SLURRY. THE SLURRY SHALL BE APPLIED IN A SWEEPING MOTION. IN AN ARCHED STREAM. SO AS TO FALL LKE RAIN ALLOWING THE WOOD F13ERS TO BUILD UPON EACf-1 OTf-lER, UNTIL A COMPLETE. EVEN COVERAGE COAT 1$ ACHIEVED. D. HYDROSEEDED AREAS SHALL BE KEPT MOIST AT ALL TIMES 20-24 DAYS AFTER PLANTING OR UNTIL THE NEW GROWTH OF THE PLANTS ARE SUFFICIENTLY WELL ESTABLISHED. E. HYDROSEEDED AREAS SHALL BE PROTECTED AGAINST FOOT TRAFFIC AND OTf-lER USE IMMEDIATELY AFTER HYDROSEEDING IS COMPLETED BY PLACING WARNING SIGNS AND TEMPORA.!Y TWINE AND FLAGGING AROUND THE AREAS. F, RE-HYDROSEE:)ING OF BARE AREAS SHALL BE DONE 30 DAYS AFTER INITIAL APPLICATION. 3.06 1-ERBICIDE APPLICATION A. NOTE, ALL HERBICIDE OR PESTICIDE APPUCA TIONS SHALL BE PERFORMED ONLY BY PERSONNEL LICENSED FQ:;> SUCH WORK BY THE ST A TE OF CALIFORNA. B. PRE-EMERGENCE HERBICIDE SHALL BE APPLIED TO PLANTED GROUNDCOVER AREAS ONLY, AND IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. DO NOT APPLY IN LAWN AREAS. OWNER'S REPRESENTATIVE SHALL BE NOTIFIED ANO PRESENT AT THE TIME Of APPLICATION. 3.07 CONCRETE MOW CURB• A, CONCRETE MOW CURB SHALL BE INSTALLED PER DRAWINGS. 3.08 MET AL EDGING, A. EDGING SHAUL BE NSTALLED PER DRAWINGS AND MANLIFACTLRER'S INSTRUCTIONS. 3.09 ROOT BARRIER• A. ROOT BARRIER SHALL BE INSTALLED PER DRAWINGS AND MANUFACTURER"S INSTRUCTIONS. 3.10 TREE DRAIN I AERATION TUBES, A. TREE DRAIN TUBES Sf-lALL BE INSTALLED PER DRAWINGS. TOP OF PVC STAND PIPE SHALL BE MAXIVIUM I" ABOVE FINISH SURFACE OF MULCH IN TREE WATERING SAUCER. KEEP MULCH CLEARED FROM DRAN CAPS. CONNECT TO STORM DRAIN PER DRAWINGS <IF APPLICABLE). 3.1 I MULCHING, A. LANDSCAPED OR BARE SOIL AREAS 3,1 OR LESS IN SLOPE GRADIENT, AND IN OTHER AREAS IF IN:)ICATED ON THE DRAWINGS, Sf-lALL BE COVERED WITH TµE SPECIFIED MULCHING MATERIAL TO A MINIMUM DEPTf-1 OF THREE (3) INCf-lES. 3.12 CLEAN-UP, A. AS PROJECT PROGRESSES, CONTRACTOR Sf-lALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF PROJECT. CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONT ANERS USED IN ACCOMPLISHII\.G WORK. HE Sf-lALL SWEEP AND CLEAN ALL SIDEWAUKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO PLANTINGS. END OF SECTION 02900 fsREITl CITY OF CAf~L:::;BAD ~ l---+---+------------------+----+---+---+----1 L_.::_J PLANNING DEPARTMENT ~ ~==-====================:'...':====:::; PLANTNG SPECIFICATIONS FOR, CARLSBAD RESEARCH CENTER LOT-6 APPROVED FOR PLANTING AND IRRIGATION ONLY, Wi\chell S. P!iillippe APPROVED l /"'. .,..._ _____ / /-9-0.~ o INCLUDING PRECISE "','!;."J;t,"' ASSISTANT PLANNING DIRECTOR DATE g, ♦ VANDYKELLP ~?"~,.. ~ ··· LOCATION OF PLANTING ~-'-"'::..'!:"'...o""""~t;,..:~ ~❖---,\.,,..,,~ _ DATE 1N1TrAL DATE 1NmAL DATE rNrnAL g:Ds;~. r_c PROJECT NO. DRAWING NO. '8 l------~:":"::::"::~ ______ J ________________________________________________ _::_ ______ (•61•9)•""•'•"•"-'•AX•C•••.•J07_•--_______ ..::0F~C:~~=---~R:•:o~ls:te:r~e:d:L~on~d:s:co~p~•:Ar~c:h:i:t•~c~t-J~E~NG~l~NE~E~R~O~F~WO~R~K!::===~R~E~V~l~S~l0~N~~D~E~S~C~R~l~P=T~l0~N~===:i=~OTH2ER~A~PP~R~O~VA2L~~Cl~TY~A~PP~R~O~V~AL~~R~V~W~D~B~Y·=: =M~~p=~~==S=DP==0= 5 =-0=Z===~= 4 = 3 =~= 9 L==~j'?u· K Cert No. ~781 Exp. 11 30-2005 _7 FILE u 884 PD-06 PLOT DA TE• 10/12/05