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Home My WebLink AboutDWG 352-3M; MS 96-09; TAYLOR MADE GOLF; 01-15~IE~IEIR!ffeilb ~Oii'IE~: RECLAIMED 'NATER NOTES: I i'>LL WORK SHALL BE DONE IN ACC:ORDANCE WITH THE CARLSBAD MUNICIPAL WA ;[R DISTRICT'S "C!'.RLSBAD RECLAMAT:ON RULES & C:Ei~ULATIONS FOR CONSTRIICTION Of" RECLAIMED WATER M!'INS" DATED OCTOBfR, 199.3 ~ DRINK:NG FOUN-AINS SHALL BE PROTECTED FRCM SPRAY OF RECLAIMED WATER BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECLA I MEO WATER ENCROACHMENT ON PUBLIC FAC IL IT i ES S.JCH AS P: Cfll C -ABLES, BBC'S, PLA•GROUNDS, SAND TOT LOTS, ETC. ' BEST MANAGEMENT PRAC-IC~S SHALL BE USED TO E.IM[NATE OR CONTROL 10 THE EEST EXTENT POSSIBLE PJNOING. •UN-OFF. OVER-SPRAr AND MISTING 4 HOSE BIBS ARE STRICTLY PROHIBITED 5 ON-sI-E CRCSS-:_'ONr,ECTIONS BETWEEN RECLAIMED WATER L'NES ANO POTABLE WATER LINES IS STRICTLY PR Or IBI TED. 6. NO SU3STITUT ON OF PIPE M.ATERIALS WILL BE A~LOWED W THOUT PR :)R APPROVAL OF THE CTY OF CAR~SBAD f~J~ICIPAL WATER DISF?ICT. 7. ALL ON-SITE PIPE:S SHALL HAVE WARNl"JG TAPE PER CARLSBAD MwNICIPAL WATER DISTRICT'S RULES Mm REGULA Tl01J$ • 8 THE IRRIGATION SYSTEM '.iHALL RJN BETWEEN THE HOURS CF 10 00 PM AND 6· 00 AM. THE FOLLOWING MORtJlr"c (S"OT :RRIC-ATION C(l;JLD BC: DONE A-A DIFFERENT TIM':) WITH OUALIFIED SUPC:RVISlmJ PERSONNEL (IN SITE: 9 PROVICE A MINIMUM 0~ AT LEAST 18 INCHES OF COVER O'✓ER ALL WIRING A>JD PIPING. 10 NON-DESIGNATEC USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RE:LAl~EO WATER. WHETHER BY w:N □BLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE LACK OF PROTECTION, WHE-HER BY DE'SIGN, CONSTRUCTION ~RACTICE ClR SYSTEM O~ERATION, IS STRICTLY PROHIBITED. 11 IPR:GATION HEADS SHALL EE RELOCATED OR ADJUSTED TO 'REVENT DYER-SPRAY I NG ON SI DE WALKS, STREETS, AND ~ON-DES I GNATED JSE AREAS 12 RECLAIMED WATER JUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR USE ON RECLAIMED WATER DISTRIBUTION SYSTEMS (S'IKES NOT INTERCHANGEA3LE WITH POfABLE WATE' QUICK COUPLER SP:KES) PER CARLSBAD MLNICIPAL WATER DISIRJCf' 5 RU.~5 ANO REGULATIONS. 13 \.1ETERS SHALL BE SIZED BY THE CITY OF CARLSBAD MI.J\JICIPAL WATER DIS TR CT 14 ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING "\JON-POTA3LE OR R•CLAIMEO WATER". COLOR-CODED (PLRPLE) ANC _AID WITH WARNING TA'E A~D STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH 0 ER THE CITY OF CA~LSBA□ MUN:CIPAL WA7ER DISTRICT'S RULES AfW REGULATIONS. 1'.:, ALL POTABLE WATC:R AND RECLAIMED Wt\TER PIPING SHALL BE INSTALLED W:TH Tf-"E STEI\ClclNG ORIENTED TOW'\RD THE TOP OF THE TREN C:H 16 WHEN A POTABLE WATER LINE AND RECLAIMED WA.TER LINE CROSS, THC: RECcAIMED WATER LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE THE SLEEVE SHALL EXTEfm 10 FEET FROM E-'ICH SICE, FF:OM THE CEN-ER LINE OF THE POT ABLE LINE, FOR A TOTAL OF 20 FEET. 17 A 10 FOOT f-"ORIZotHAL SEP-'IRATON BETWEEN D(ITABLE w,,;TER A\ID RECL.AIMED WA TEP MAl'E MLST SE f.1A NTAINED AT ALL TIMES. THE ROT!'BLE W'\TER LINC: MUST BE IN$T.ALLE:D ABOVE THE RECLAIMED WATC:R Llr"E. 18. A MINIMUM OF 12 IN:HES OF VERTICAL SEPAR.A-ION BETWEEN UTIL.ITIES MUST BE fJAINTAINED AT AL~ TIMES '19 DEVELOPER/CON'RACTOR SrALL CONDUCT A CROSS-CONNECTION TEST AS DIRECTED BY THE CARI_SBAD fAUNICIPAL WAT~R D STRICT ENGINEER AND/CR -HE SM< JIEGO cou~ TY DEPARTMENT OF ENVIRONMENTAL HE.ALTH P9ICR ,Q ANY USE OF R~OLAIMEC WATER. 20. OIJICK COUPLING VALVES USED IN RECLAIMED WAF.R SYS-:-EMS SHALL CONFORM TO T-IE FOLLOWING. RECLAIMEC WA.TEP-OUICK COUPLING VALVES USED I~ RECLAIMED WATER SYSTEMS SHALL HAVE ACME TYPE THREA)S ANO PLRPLE COLORED LOCKING COVERS PERMANE~TLY ATTACHE) TO THE VALVE (S"!KES NOT INTERCHANGEABLE w:TH POTABLE WATER QUICK COUPLER SPIKES). QUICK COUPLING VALVES SHALL BE NELSON ~0. 7645, HUNTER NO. HV100A-RL-NP OR APPROVED EQUAL. 21 AN A.NNUAL CROSS CON~:C:TION INSPECTION WILL BE DONE BY EITHER CARLSBAD MLNICIP.AL WA TE:R DISTRICT CR SAN [:IEGO COJNTY DEPARTMENT OF E\JVIRON,1ENTAL HEALTH COPIES OF INSPECTION RE"ORTS WlcL BE FORWARDED TO THE 'KlN- INSPECTING PARTY. DEVELOPER Sf-ALL SHOW -HE LOCATION OF RC. S;GNS "'DO NOT DRINK" O~I THESE PLANS AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THiS INDIVIDU/\L SHALL BE F.AMILIAR WITH PLUMBING SYSTEMS WITHicJ THE PROPERTY. \V'TH THE BASIC CONCEPTS OF BACkFLOW/CROSS- CONNECTIC~. AND THE SPECIFIC REQUIREMENTS OF A RECLAIMEC WATER SYSTEM COPIES OF THE DESIGNATION_ W'TH CON-ACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUN 7 Y DEPARTMENT OF ENVIRONMENTAL HEALTH At\0 CARLSBAD MUNICIPAL WATER DISTRICT IN CASE OF EflERGENCY CON TACT BILL DETTENBCR\J (6·9) 603-6034 OR AFTER HOURS CONTACT BILL DETTENBOR\J (6:9) 603-6034 • ITEMS NOS. 8. 19. & 23 SHA.LL BE REQUIRED ,JUST PRIOR TO THE ACTUAL USE Q, RECLAIMED WATER. ITEM NO. 22 THE SIGNAGE PLAN SHALL BE A PART OF THIS ; p au-:-THE ACTUAL SiGNS AI\D TABS WILL BE INSTALLED JUST PRIOR TO ACTU,,;L USE OF R.C. WATER 24 SHOW ALL PU3LI: & PRIVATE F'OTABLE WATER MAINS ON THE IMPROVEMENT PLA\IS. 25. ON RECLAIMED WATER SYSTEMS, ALL APPURTENANCES (SPRINK- LER HEA)S, VALVE BOXES. ETC.) SHALL BE COLOR-CODED PURPLE 0 ER AWWA GUIDELINES AND SECTION 4049. 54 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 25 DIRECT ALL RECLAIMED WATER SPRAY AWAY FOR MINI PARK HARDSCAPE, AND TABLES. -~loli:54111 PLOT t-20 '°' )0/97 SIGNAGE NOTES: THE FO_LOWINC GUIDELINES FOR lHE USE OF PECLA.IMED WATER APE TC EE PERMANENTLY POSED INSIDE THE DOOR OF EACH CO'ITROLLER WHERE THEY APE EASILY VISIBLE PLACE ON AN ,3-1/2'' X 11" SIZED SICN COLOR· PURP _E BACKGC:IJUND WITH BLACK LETTE'llNC I. GUIDELINES FOR RECLAIMED WATER USE: IRRICA TE BETWEUJ THE HOURS OF 10 PM. AND 6 AM. ONLY. Wt\.ltR•NG ,:11J"SIDC: THI:; -IME 0 RAME MUST BE DCNE MANUAi.LY WITH A OUALIFIED SUPERVISORY PERSOW,EL mJ-SIT[ NO SYSTEM SHALL AT AN'i TIME BE LE"T JNA TTENDc D DURING USE OUTSIDE THE NO'lMAL SCHEC>.JI. [ ? IRRIGATE i'I A MA'lNER T"AT WIL_ MINIMIZE RJN-OFF. e00ULl~G AND PON)l>IG THE AP'LICATON RATE SrALL N::JT cXCE(D Tf-E INFIL-RATION RA TE 0° THE SOIL -IMERS l,HJST 13E AO.UST() SO AS TJ BE COM0 A-BLE WITH T7E LOWEST SOIi INFILTRATION RATE PRESENT THIS PROCEOURf" MAY Be FACILITATED BY THE EFFICIENT SCHECULI\JG Of. THE AUT01'1ATIC CONTROL CLOCKS, ( c. EMP _Ovl\JG THE REPEAT Fle~ICTION TO BREAK UP THE TOTAL IRRIGATION T!ME INTO CYCLES -HAT WILL PROMOTE SOIL AESORPTICN) .3 AD,IUST SPRAY HEADS -o f"l.lMINA TE 0\/[RSPRA Y ONTO AREAS NOT UNDER THE CCNTRO,. OF THE CUSTOMER FOR EXAMPLE. POO_ O,CKS. PRIVAff PA1IOS ANO LO-S. A~O STREETS AND SIDEWA'.KS 4 MONITOR AND MAINTAlfl THE SYSTEM TO MltllMIZE [QIJIPMENT ANJ MATERIAL FAILURE. BROk:N SPRINKLER -1EAOS, LEAe.S, l.cNRELIABLE VALVES. ETC. SHOLL O BE REPAIRED AS SOON AS THEY BECOME !'PPAPEh T 5 EDUCATC: AL. MAINTENANCE F'ERSOrJNi:_ ON A CONflNUINC, 3ASIS, OF TrE PRE5[NCE 0° RE2LAIMED WATER. PERSONNEL MUST BE 1.\JFORM[O THAT RC WATER IS fAEANT FOR IRRI. Pl.PROSES ONLY AND IS ts.OT APPFOVED FOR DRINklflG PLRPOSES, HAND, TOCL, W!'S--1I1,G, Ere GIV[N !HE HIGH TURNOVER PATE OF EMPLOYEES I~ THE LANDSCAPE INDIJS-RY, T IS iM"'ORTANT THAT THIS INFORfJATION BE DISSEMINATED ON MJ A_MOST DAIL v BASS IT IS YOU, T-IE I AcHJSCAPE CONTRACTOR, WHO IS RESPONSIBLE 0 '.JR EDr;::ATING EACH Al,D EVf:RY O\JE OF YOUR [MPLOYEES 6. OBTs\lN PRIOR APPROVAL :IF ALL l'RDPOSED CHAl,GES AND MODIFICATONS TO ANY ?RIVATE 0~-Sl,E FACILIT'cS '.',\,CH C-IAN'.,ES MUST EE SUBMITTED Ti} AND APPROV0 ) BY, THE 0 STRICT EN'.,INEERINC 0°FICE AND DESIGNED iN ACCOC:DANCE WITH DISTR CT 'STA"D.ARDS 7. ALL RECLAIMEJ WA.TEP SPRINKLER CONTRCJL VALVES SHALL BE TAGGED WITH IDENTIFICA -ICN TAGS A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3' X 4". PURPL( IN COLOR 'MTH THE WORDS "WARNlt,G RECLAII/ED WATER -DO NOT DRINI<" IMPRINEJ UN UNE SIDE AND "AVSO -AGUA IMPURA -NO .. .lQ.M.AR" ON THE OTHER '.:.JDE IMP 0 IN TING SHALL BE PER\1ANE~ T BLACK IN COLOR, USE TAl~S AS \1ArlUF ACTURED BY T. CHPISTv E~ TE RPRI 5ES OR A."PROVED EOU!'L B ONE TAG SHALL BE ATTACHED TO EACH VA.LYE .AS FOLLOWS ATTA.CH fO VAL'/( SIEM Ol'lECTLY CR WIT'1 PLASTC -IE-WRAP OR· 2 ATTACH TO SOLENOID WIRE CIRECTLY OR WITH P_ASTIC TIE-WRAP C)R· 3 ATTAC~ TO VALVE CCV[R WITH EXSTlllG VALVE C'.)VER SOLT 8 ALL SPRl~hLER HEA)S Sf-AL.,_ BC: IJUHIFIED AS RECLAIMC:D WATER SPRINl<LER HEADS II. EACH AL.TOMAN~ :>)NTROLLER !'ND T'S ASSOCIATED EQLIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THf WO'sDS "RC:CLAIMED Wi'TEP USED FOR IRR,GATION·' IN ENGL!S" AND SPi'NSH. WITH RI.ACK LETTERS 1 INCH H,G~ .. -QN A PURPLE 3ACKG'l0UND THE SIC.N SHALL BE PLACED SO T-IAT IT CAN BE READILY S0 EN BY Air/ OPERA Tl()f!S PERSONNEL l .. TILIZING THE EOUIRMENT u-, '2 >- z WAfl:Nlllt(I RE.CUNEO WATER DO NOT DRINK AVl•O -AQUA. .. URA. NO TOIIIIAR 18" X 13" SIZE :)16 ALUMINUM, 050 ABS PLASTIC OR S Ti Ch ON VINYL SIGNS / BLACK LCGO / PJRPLE BACKGROUND 1 1 .. BLACK LETTERS I 36" / (N T S ) / (SIZE) 12" X 36" \ 1. BLACK LETTERS .060 ABS PLASTIC ~--2· BLACK LETTERS OR STICK-ON VINYL SIGNS ALSO, 016 AcUMINUM .~-' ' ~~~l~~[M~[Q) W ~ 1~~ ~V~li~M ([F2)~~~ ~ 1r~l --=a: co O> C•> 1F£1f[L(Q)~ u¥1]£[Q)~ ~(Q)[Lf (C~~l~llli~[Q) ~[E~[E£~e~ e[E~l[E~ 11 ll[ '.:HEET_ RECLAI\AED WATER f\J)TES ll?f<'.I(;;.\ Tl(Jr,I 3-: LA~JDSCAPE SFECIFICA 'IONS IRRIC;ATION PLA '~ C • I ·e £ ~ l ~ llli £ [Q) ll e£l~f ©~~~£ 2 THROUCH 5 (~ THROU ::;H 9 IO THRO,JGH I 3 14 AND 15 LEGEND . . w ' ·---RC .... _,_._ [Q] . . . .... I·- . ........ F ·- ···· ··········· .. ·· ·S···· ... , POTABLE WATER SYSTEM PRCPOSED RECLAIMED WATER SYSTEM AREA OF RECLAIMED WATER USE LOCATION OF CO~NECT:ON PO'.NTS METER & EACKFLCW PREVENTION ''DO \JCT CRINK" SIGN LOCATIONS EXISTING POTABLE IRRIGATION SYSTEM POTABLE FIRE MAINLINE SEWER SYSTEM INSPECTION PROCEDURES: 1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A LOCATION OF RIPC: LINES. B TRENCH DEPTH. C REQUIRED SEP!'RATION (HORIZQNTALL Y AND VERTIC!'LL Y) D PIPE !DENT Fl CATION E POl'ITS-OC-::;QNNECTION (R 0.C 'S) F. LOCATION AHD !OEN TIFICA ~ION OF SPRINKLER HEADS. G WARNING SIGNS AT THE SITE ANJ :)N THc TRUCKS HAULING '<ECLAIME) WATER (IF RE:LAIMED WATER IS USED FCR CONSTRJCTION) AN APPROVAL LETTER REGARD NG THE lf.SRECTIOfl OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT. A.ND BE FORWARDED TO THE CCUNTY DEPARTMENT OF ENVIRONMENTAL HEA.LTH PRIOR TO THE Fl'IAL INSRECTIOI\ APPROVAL 2 .. DISTRICT FINAL INSPECTION SHALL INCLUDE: A COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY CF COVERAGE ON THE APPROVED USE AREA ANC PROTECTION OF AREAS NOT APPROVED FCR RECEIVING RECLAIMED WA TEP B WAR\IING SIGNS ANC L4BELS C QUICK COJRLING VALVES. D ~.LL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINCBLOWN SPRAY. RUNOFF. AND PDrlDING. E REQUIRED PROTECTION OF AL_ 'lESIDENTIAL AREAS. F. REQUIRED PROTECTION OF A_L WELLS. S,REAMS, RESERVOIRS, ETC G CROSS-CONNECTION. .3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INS"ECTION SHOULD COVER "ART A AND PART B AND PART G OF THE DISTRICT FINAL INSPECTION. DECLARATION CF RESPONSIBLE CHARGE: I HEREBY CECLARC: THAT I AM THE LICENSED DESIGNER OF WORk. FOR THIS PROJECT, THAT I HAVE ':XERCISED RESP0r!Sl8LE CHARGE OVER THE DESIGt\ OF THIS PROJECT AS CEFINE[l IN SECT :JN 5703 OF THE BUSINES,S AND PROFESSIONS C:)CE AN) THAT THE DES,GN IS ::ONSISTENT WITH CURRENT STANDARJS EXPIPA" O>J I UNDERSTAND THAT -HE CHECK OF PRCJECT DR!'WIN'.,S AND SPECIF CATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COLNTY DC:PARTM~NT OF EN~RONMENTAL HEALTH. IS CONFINED TO A RE~EW CNLY AND DOES NOT RELIEVE ME, AS THE Ll:EI\SED DESIGNER OF WORK, OF MY 'lESPONSIBILITIES FOR PROJECT DESIGN THESE PLANS HAVE BEEN PREPARED IN SUBSTA.NTIAL CONFORMANCE !'PPROVED ,_ANOSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN. PROTECTION PLAN. AND ALL CONDITIONS OF APPROVAL RE_ATEC TO LANDSC PING WITH THE FIRE SY: -----J~~~~_(..Jf,.,,.~~---DA TE7 •? •o/1 Wiley Landtc•p• Architecture Vi'n Roy Wiley, ASL A %80 IJo·,ojo Rd Sle 182-03 f,19/59.:',-2522 L,:inclscc~e A,·ch,tec: So,·, [:,~qo, :::,o 921"19 C.A LIC # 1559 bEVELOPERS NA~,: , HAMANN CONSTRUCT I ON ADDRESS 475 W. BRADLEY AVENUE tL CAJON, CAL I FORNI .A 92020 "OHAWN BY KW SCALE .t,S NOTED '.,AN DIEGO COUNTY DEF'A'lTMENT OF ENVIRONMENT r[AL TH (")' ·...----7<-..1<:--'"-._____. ....... . bATE:·. 3/31/98 CH,2-<D BY: I\W DATE: APPROVED B '( DAE PLAr,JTINC f)l;\N IRRICAT ON "£ PLII.NTlr-.JC DETAILS • M r·------ 1 I I I . ' I ~,/ ,· ~-·/ _,,/'' / / / /.· DEO I CA TED ,// OPEN SPACE ;:,.;>f' -· ·, ~: rDED I CA TED •)PE'I SPACE 1 RAN:~E BU I LD I \JG I I REVISIONS MUST BE APPROVEC BY PUBLIC HE~LTH ENGINEER, ASST. PLANNING DIRECTOR & DISTRICT E~GINEER PRIOR TO IMPLEMENTATION lNFIELD E N E RECUIRED ON PAG, l ONL V A . ' ~-----'1.L'l::1 EN IN ING P N C-l~CKER DATE'. 5 0.7 B DATE INITIAL REVISION DESCRIPTION ENGINEER OF WORK EXISTING ROTAB~E IRRIGATION PROJECT SITE f: ,, ·'Yi,, J,> "., VF tAI '.AUA: ' i j / i" _,.._ __ , ___ ,,,_ ------- 20C "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS KJ M IU I t.e:1 . &/1,t)/93 NAME DATE TITLE: £.A !V0-5_(/r'/1€: A-fr:Jl/llZT REVIEWED BY: _L~,2¼_,_~~41:~, ___ 1 Z ·tB INSPECTOR DATE: 1· SHEl. ET 11... CITY OF CARLSBAD I I SHl[ESTS I --+----J---+-------1 f'l.ANNING )(PARTME'NT . ~=::::'...::..:__.c.::::....::::===;::=~----:=-cc~~=-c=--.c~~~~----, ·--+---1----+-----I PRIVATE (ONSITE RECLAIMED WATER .. ----+---1------1 DATE INITIAL ~ATE INITIAL OTHER AP~ROVAL CITY APPROVAL SYS EM FOR: TAYLOR MADE GOLF RANGE PERIMETER AND LOTS 78, 79 CARLSBAD CALIFORNIA APPROVED: ASSISTANT IDWN BY: ~K~W~-- Cr-'KD BY ___ _ RVWD BY: PROJECT NO. MS 96-09 DRAWING NO. 352-JM C.M.W.D. JOB NO. _9_6_-~2_4_4 _____ _ 4S4 (NOTE: .C.M. W. 0. SPECIFICATIONS TAKE PRECEDENCE,) IRRIGATIO~ SYSTEM PART I -GENERAL GENERAL CONDITIONS OF THE CONTRACT APPLY TO THIS SECTION AS THOUGH WRITTEN HEREIN SCOPE OF THE WORK INCLUDES ALL LABOR, MATER I liLS. EOU I PME'-lT. ACCESSOR' ES. TRANSPORT AT I ON. PER\! I TS. FEES. SERVICES AND I NC !DENT A.LS NECESSARY TO CCMPLETE THE LANDSCAPE SPRINKLER SYSTEM AS HEREIN SPECIFIED AND INDICATED ON THE D~AWINGS. DIAGRAMMATIC PLANS FOR THE PURPCSES OF CLEAR\JESS AND LEGiBIL[TY, THE SPR[NkL~R SYSTEM LAYOUT IS O!AGRAUMATIC AND THE CONTRACTOR S~ALL CAREFULLY INVESTIGATE THE STRUCTIJRAL AND FINISHEJ CONDITIONS AFFECTING ALL OF HIS WORK AND PLAN HIS WORK ACCOROINGL Y, FURNISHING SUCH FITTINGS, SLEEVES. OFFSETS. ETC.. AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. THE WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN IRRlGAT ION SYS'EMS, PLANTING. AND ARCHITECTLRAL FEATURES WITH THE LANDSCAPE ARCH! TEcT· s APPROVA __ 'HE CONTRACTOR MAY MAKE ADJUSTMENTS WHERE NECESSARY TO CONFORM TO ACTUAL FIELD CONDITIONS SJCH ADJUSTMENTS WILL REOLIRE COORDINATION CF THE INSTALLATION WITH THE LANDSCAPE ARCHITECT 3UT w:LL NOT EXCEED THE SCOPE 0° T~E WORK OUTLINED IN THE DRAWINGS AND THE SPECIFICATIONS THE l~~IGATION SYSTEM SHALL BE OPERATIONAL. WITH UNIFORM ANO AJEOUATE COVERAGE OF THE AREAS TO BE IRRIGATED. PRICR TO PLANTING. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATICN SYSTEMS AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS. GRADE DIFFERENCES OR DISCREPANCIES IN AREA DIMENSIONS EXIST THAT MIGHT NOT HAYE BEEN CONSIDERED IN ENGINEERING. SUCH OBSTRUCTION OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 'N THE EVENT THIS NOTIF:CA~ION IS ~OT PERFORMED. T~E CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FCR ANY REVISION NECESSARY. ORDINANCES AND REGLLATIONS ········----------- ALL LOCAL. MUNICIPAL ANO STqE LAWS. AND RULES AND REGULAT!Ot-,S GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS, NOT CONFLICTING THEREWITH BUT EXCEEDING THE CODE REQUIREMENTS, SHALL GOVERN PERMITS AND LICENSES THE CONTRACTOR SHALL SECURE THE REJUIRED LICENSES AND PERMITS INCLUDING PAYMENTS OF CHARGES AND FEES. GIVE REOJIRED NOTICES TO PJBLIC AUTHOR:TIES. AND VERIFY PERMITS SECURED OR ARRANGEME~TS MADE BY OTHERS AFFECTING THE WORK OF THIS SECTION. SUBM ITTALS SUBMIT A LIS-OF ALL IRRIGATION EQUIPMENT TO BE USED. MANUFACTURER. S BROCHURES. MAINTENANCE MANJALS, GUARANTEES ANO OPERATING INSTRUCTIONS WITHIN THIRTY-FIVE (35) DAvS AFTER AWARD OF CONTRACT. AND BEFORE ANY IRRIGATION SYSTEM MATERIALS APE JELIVERED TO THE JOB SITE NO SUBSTITUTIONS Will BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT ANO CITY INSPECTOR 00 NOT PERMIT A~Y !RR!SATION SYSTEM COMPONENT TO BE BROUGHT ONTO THE JOB SITE UNTIL IT HAS 9EEN APPROVED BY THE LANDSCAPE ARCHITECT. RECORD AND AS-BUILT DRAWINGS THE CONTRACTOR SHALL PROVIDE A COMPLETE 'AS-BUILT'· RECORD SET OF BLUELINE PRINTS WHICH SHALL BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND SPECl~ICATIONS AND THE EXACT LOCATIONS, SIZES AND KINDS OF EQUIPME\JT PRIN-S FOR THIS PURPOSE UAY BE OBTAINED FROM THE LANDSCAPE ARCHITECT A-COST. THIS SET OF DRAWINGS SHALL BE KEPT ON THE SITE AND SHALL BE USED ONLY AS A RECORD SET THE CONTRACTOR SHALL DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE (SIDEWALK OR ROAD INTERSECTIONS. ETC) THE LOCAT:ON OF THE 0 0L_OWING ITEMS· 1. CCNNECTIONS TO EXISTING WATER L:NES. 2 ROUTING OF PRESSURE SUPPLY LINES. 3. SPRINKLER CONTROL VALVES. GLOBE VALVES AND OU I CK COUPLERS. 4. WIRING. CONTROLLERS AND ELECTRICAL SERVICES. BEFORE THE DATE OF '"HE FINAL INSPECTION. THE CO'ITRACTOR SHALL TRANSFER ALL INFORMATION FROM THE "AS-BUILT'' PRINTS TO AN OZAL!□ SEPIA, PROCURED FROM THE LANDSCAPE ARCHITECT ALL WORK SHALL BE NEAT AND SUBJECT TO THE APPROVAL CF THE LANDSCAPE ARCHITECT. DELIVERY OF THE SEP:AS WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBI~ITY OF FURN:SHING REQUIRED INFORMATION THAT MAY BE OMITTED FROM THE PR:NTS. THE OWNER RESERVES THE RIGHT TO PREPARE THE ''AS-BUILT" CHAR-S. THE CONTRACTOR SHALL PROVIDE A SEPARATE COST TO THE OWNER FOR THIS SERVICE FOR FINAL DETERMINATION OF COMPLETION .. AS-BUILT'' DRAWINGS SHALL BE APPROVED BY THE LANDSCAPE ARCHiTECT BEFORE CONTROLLER CHARTS ARE PREPARED. CONTROLLER CHARTS PREPARE CHART SHOWING THE VALVES AND SPRINKLER HEADS SERVICED BY EACH CONTROLLER THE CHART IS TO BE A REDUCED DRAWING OF THE ACTUAL "AS-BUlL-" SYSTEM OF THE SIZE THAT WILL FIT !~TO CONTROLLER AND READABLE WHEN REDUCED. USE A DIFFERENT COLOR TO INDICATE THE COVERAGE FOR EACH STATION THIS CHART SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT ANO HERMETICALLY SEALED BY PLASTIC. THIS SHALL THEN BE SECURED TO THE INSIDE OF THE COVER. EQUIPMENT TO BE FURNISHED THE CONTRACTOR SHALL FURNISH AS A PART OF THIS CONTRACT THE FOLLOWING 1. TWO (2) SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING AND ADJUSTING EACH TYPE OF SPRINkLER. 2. TWO (2) FIVE FOOT VALVE KEYS FOR GATE VALVES 3. TWO (2) KEYS FOR EACH AUTOMATIC CONTROLLER 4. QUICK COUPLER KEYS AND MATCHING HOSE SWIVEL ELLS (MINIMUM OF 1 SET PER 5 QUICK COUPLERS.) #~;,!-!To"! P\.OT 1•.10 l,,/X)/"l7 SUBSTITUTIONS ( CITY 11'-!_~f'C:CTOR MUST APPROVE Al,'.'Q) IF THE IRRIGA-:□N CONfRACTOR WISHES TO SJBSTITUTE ANY EQUIPMENT OR MATERIALS FCR THOSE LISTEJ ON THE IRR 1 GATION DRAWINGS AND SPECIF [CATIONS. HE MAY OJ SO BY PROVI □:NG THE FOLLOWING INFORMATION TO -HE LANDSCAPE ARCHITECT FOR APPROVAL AFTER IRRIGATION C □N-RACTOR' S CONTRACT AWARD 1 A STATEMENT :NDICATING THE REASON FJ~ THE SUBSTITU-:ON. USE A SEPARATE SHEET OF PAPER ~OR cACH ITEM TO BE SUBSTITUTED. 2 CATALOG, PERFORMANCE CHARTS. AND FLOWCHARTS FOR EACH ITEM TO BE SUBSTITUTED. J THE COST SAVINGS IF THE SUBST~TUTED I-EM IS APPROVED THE LANDSCAPE ARCHITECT SHALL HAVE THE SOLE RESPONSIBILITY IN ACCEPTING OR REJECTING ANY SUBSTITUTED r-rM AS AN APPROVED EQUAL TO THOSE EQUIPMENT AND MATC:R[ALS LISTED ON THE IRRIGAT!O~ DRAWINGS AND SPECIFICATIJNS EXISTiNG UTILITIES AND CONQ[TIONS PRIOR TO CUTTING INTO THE SOIL. THE C □N-RAC-OR $HALL LOCATE ALL CABLES, CONDUITS, SEWER SEPTIC TANKS AND □-HER UTILITIES AS ARE COMMONL v ENCOl"NTERED UNDERGROU'-JD. AND HE SHALL TAKE PROPER PRECAUT:ONS NCT TO DAMAGE OR DISTURB SUCH :MPROYEMENTS IF A CONFL,C-EXISTS BETWEEN SUCH OBSTACL.E.S AND -HE PROPOSED WCRK, THE CONTRACTOR SHALL PRCMPTLY NOTIFY THE LANDSCAPE ARCHITECT WHO WILL ARRANGE FOR RELOCATIONS. THE CONTRACTOR WILL PROCEED IN THE SAME MANNER IF ROCK LAYER OR ANY OTHER CONDITIONS ARE ENCOJNTERED 08;,l;:RYATION (_CITY INSPECTOR MUST APPROVE ALSO) THE CONTRACTOR SHALL AT ALL TIMES PERMIT THE LANDSCAPE ARCHITECT OR HIS AUTHORIZED AGENTS TO VISIT AYO OBSERVE THE WORK OR ANY PART THEREOF. HE SHALL MAINTAIN ~ROPER FACILIT[ES AND PROVIDE SAFE ACCESS FOR SUCH OBSERVATIONS TO ALL PARTS OF -HE WORK. WHERE THE SPECIFICATIONS REQUIRE WO~K TO BE TES~ED BY THE CONTRACTOR, IT SHALL NOT BE COVERED U~ UNTIL TES-ED OR APPROVED BY THE LANDSCAPE ARCHITECT AND GOVE~NJNG AGENCIES. THE CONTRACTOR SHALL BE SCLELY RESPONSl3L~ FOR NOTIFYING THE _ANDSCAPE ARCHITECT A~D REOUIPED AG~NCY (48 HOURS NOTICE 'lEQUIRED). WHERE Ar,□ WHEt> Sl;CH 1/QR.-i IS IN READINESS FOR TESTING. SHJULD ANY SUCH WORK BE CCVERED WI THJUT SUCH TEST OR APPROVAL, IT SHA_L, IF SO ORDERED. BE UNCOVERED AT THE CONTRACTOR'S EXPENSE. OBSERVATION WILL BE REOUJREO FOR THE FOLLOWING PARTS OF THE WORK: 1. SLEEVE MATERAL, LOCA-IONS, DEPTH CF COVER MUST BE APPROVED Bv CITY INSPEC-□R PRIOR TO BACKFILL PLACEMENT ? UPON INS-ALLATION ANO TESTING OF MAIN LINES AND LATERAL LINES; WHEN PIPES ARE LAID AND ARE TO BE SUBMITTEJ TO PRESSURE TESTS DO NOT COYER AN• LINES LNT!L THEY HAVE B~EN OBSERVED. 3 UPON !NSTALLAT:ON ANO TEST!~G OF VALVES. QUICK COUPLERS, BACKF~OW PREVENTER DEV I CE, AUTCMA TIC CONT'lOLLERS. AND C □N-ROL VALVES ANO WIRES. 4. WHEN THE SPRINKLER SYSTEM IS COMPLETED. THE 20NTRACTOR. IN THE PRESENCE OF THE LANDSCAPE ARCHITECT. SHA.LI_ "ERFORM A COVERAGE TEST TD JETERMINE 'F THE COVERAGE OF WATER IS COMPLETE AND ADEOJATE. THE CON-RACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED-□ CORRECT ANY INADEQUACIES TO COVER. 4 FINAL OBSERVATION AND PERFORMANCE TEST SHAL_ BE AT THE SAME TIME AS THE FINAL [NSPECTION OF THE LANDSCAPc WORK. IRRIGATION GUARANTEE THE CONTRACTOR'S GUARANTEE SHALL CC~SIST OF THE FOLLOWING: THE ENTIRE IRRISATION SYSTEM SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS ANO WORKMANSHIP FOR A PERIOD OF ONE ( 1) YEAR FROM THE DATE OF ACCEPTANCE OF WORK. SHOULD THE CONTRACTOR FAIL DURING THE GJARANTEE PERIOD TO EXPEDITIOUSLY CORRECT A DEFECT UPON WRITTEN ~OTIFICATION Bv THE CWNER. THE OWNER SHALL CAUSE THE WORK TO BE COPRECTED AND BILL THE ACTUAL COSTS INCURRED TO THE CONTRACTOR. JEFECT CORRECT:ONS SHALL INCLUDE THE COMPLETE RESTORATION o= EXISTING IMPROVEMENTS THAT WERE DAMAGED AS A RESULT OF THE DEFECT. PART 2 -~RDDUCTS ALL MATERIA_S SUPPLIED FOR THIS PROJECT SHALL BE NEW AND =REE FROM ANY DE=ECTS. ALL DEFECTIVE MATERIAL SHALL BE REPLACED I MMED I A TEL Y. RINGTITE PVC RINGTITE PIPE AS SPECIFIED SHALL BE PVC CLASS 160 OR CLASS 200 WITH RINGTITE JOINTS. J.M. RINGTITE PIPE, PACIFIC WESTE~N OR APPROVED EOJAL. PLASTIC PIPE FOR USE WITH RUBBER RING GASKETS SHALL BE RIGID UNPLASTICIZED POLYVINYL CHLORIDE PVC ! 12C ( TYPE 1. GRADE 1), MANUFACTURED IN ACCORDANCE WITH ASTM D 2241. PLASTIC PIPE MARKED WITH PRODUCT STANDARD PS 22-70 CONFORMS TO ASTM REQUIREMENTS. PIPE SHALL BE SJP~LIED WITH PLAIN ENDS CR WITH AN INTEGRAL T~ICKENED EXPANJEJ BELL WITH RUBBER RING GROOVE. COUPLINGS FOR PLAN END PIPE SHA_L BE OF THE SINGLE RUBBER RING TYPE WITH SCLVENT WELD SOCKET ON ONE END OR SHALL BE OF THE DOUBLE RING TYPE. RUBBER RING GASKETS SHALL BE OF A SYNTHETIC RUBBER SUPPLIED IN ACCORDANCE WITH T~E REQUIREMENTS OF ASTM D 1869. PIPE SHALL BE FJRNISHED IN THE FOLLOWING STANDARD DIMENSION RATIOS (SOR) AND PRESSURE RATINGS 160 PSI ( l l MPA) SOR 26 200 PSI ( 1 4 MPA) SDR 21 CONCRETE THRUST BLOCKS SHALL BE PROVIDED AS REQUIRED FOR PROPER ANCHORAGE AND DURABILITY OF THE R!NGTITE PIPE ALL FOUR ( 4) INCHES AND LARGER PVC PLASTIC PRESSURE LINES SHALL BE RINGTITE PVC PIPE. POLYVINYL CHLORIDE PIPE PLASTIC PRESSURE LINES: ALL 1-1/2" AND SMALLER SHALL BE SCH 40 PVC, ALC--2~·· AND LARGER SHALL BE TYPE 1. GRADE 2 ( IMPACT MODIFIED). DESIGNATED AS PVC 1220, CLASS 315 ( SOR 13. 5). CONFORMING TO COMMERCIAL STANDARDS CS256-63. PLASTIC NON-PRESSURE LINES: FOR PIPING DOWNSTREAM OF REUOTE CONTROL .. VALVES. TYPE 1. GRADE 2 ( IMPACT MODIFIED). AS DESIGNATED AS PVC 1220. CLASS 200 ($DR21), CONFORMING TO COMMERCIAL STANDARDS CS256-63. IDENTIFICATION FURNISH PLASTIC PIPE CONTI\JJOJSLY AND PERMANENTLY MARKED WI TH FOLLDWI NC, I NFORMAT '. ON MANUFACTURER. S NMIE OR TRADEMARK, SIZE. CLAS'S AND TYPE OF PIPE, WORKING PRESSURE AT 73. 4 DEGREES F AND NATIONAL SANITATION FOUNDATION (NSF) RATING SLEEVES SLC:EVES SHALL BE SCH. 40 PVC (SCH SO UNDER VEHICULAR PAVI~G). 2 TIMES THE P:PE SIZE DIAMETER AND EXTE~D 12' BEYOND EACH SIDE OF PAVEMENT THE LETTERS "E" FDR '::LECTRICAL OR "W" FOR WATER SHALL BE STAMPED OR CHISELED ON THE PAVEMENT DIRECTLY ABOVE THE SLEEVE PVC FITTINGS PVC SCHEDULE 40 SHALL NOT BE THREADED. ALL -HREADED PVC PIPE SHALL BE SCHEDULE 80. 0 JTT[NGS SHALL BE PVC SCHEDULE 40 OR 80, AS REQUIRED SC~EDULE 40 FI-TINGS SHALL BE USED ~oR INSTALLATION ON THE DISCHARGE S'DE OF REMOTE CCNTROL VA_V~$-AND SC-HEDULE 80 FITTINGS SHALL BE U:oED FOR CONT I NUOL SLY PRESSu=iTiti:i PTPE°-□N THE SUFPL Y SIDE OF REMOTE CONTROL ·vAL VES ---. -·--·--"···--·· FITTINGS AND COUPLINGS FOR PLASTIC PI 0 E SHALL BE THREADED OR SlIP-FJTTED TAPERED SOCKET SOLVENT WELD TYPE. THREADED ADAPTERS SrlALL BE PROV'DED WITH SOCKET PIPE FOR CONNECTIONS TO THREADED PIPE. PLASTIC P:PE FITTING AND COUPLINGS SHALL BE PVC I CR PVC I/II MATERIAL SUPPLIED IN THE SAME SCHEDULE SIZE SPECIFIED FOR THE PIPE. THE TvPE OF PLASTIC MATERIAL AND SCHEDULE SIZE SHALL BE l~DICATED ON EACH FITTING OR COUP~ING. FITTINGS AND COUPLINGS SHAL~ COMPLY WITH THE FOLLOWING SPECIFICATIONS: SOCKET FITTINGS SC HE D u~t·" 4·~o" -A~S"'T~M~D=2~4~66~ SCHEDULE 80 ASTM D2467 THREADED FITTINGS SCHE □U~E 80 ASTM D2464 BRASS ~!PE AND FITTINGS BRASS PlcE SHALL BE RED BRASS SCREWED PIPE CONFORMING TO FEDERAL SPECIFICATION NO. WW-P-351 FITTINGS SHALL BE RED BRASS CONFORMING TO FEDERAL SPECIFICATION NO. WW-P-L60. <:;.~l,_\j~Nl/'.E:J STEEL P:PE ANO FITTINGS (N/A) GALVANIZED PIPE SHALL BE STANDARD WEIGHT (SCHEDULE 4C:) COMPLYING WITH THE REQUIREMENTS OF ASTM A 120. STEEL PIPE SHALL BE JOINTED WITH GALVANIZED. THREADED. STANDARD WEIGHT MA~LEABLE IRON FITTINGS AND COUPLINGS. ~CFl"ER PIPE COPPER PIPE SHALL BE TYPE K IN ACCORDANCE WITH ASTM B 88. COPPER PIPE SHALL BE JOINTED WITH THE APPROPRIATE SOLDER TYPE WROUGHT COPPER FITTINGS FOR 2-1/2 INCH AND SMALLER SIZES. CAST BRASS FITTINGS SHALL 3E USED FOR SIZES OVER 2-1/2 INCHES. AUTOMATIC CONTROLL~R AUTOMATIC CONTROLLER SHALL BE OF THE TYPE ANO PER THE MANUFACTURER SHOWN ON PLAN OR APPROVED EOUAL. IT SHALL BE FULLY AUTOMATIC. WITH ~ROVISIONS FOR MANUAL OPERATION. SIZED TO ACCOMMODATE THE NUMBER OF STATIONS CR CONTROL VALVES INCLUDED IN THE SYSTEM. OUTDOOR MODELS SHALL BE HOUSED IN A VANDAL-PROOF AND WEATHERPROOF ENCLOSURE WITH LOCKING COVER LOW VOLTAGE CONTROL WIRE ALL WIRING TO BE USED FOR CONNECTING THE AUTOMATIC CONTROLLER -o THE ELECTRIC SOLENOID ACTUATED REMOTE CONTROL VALVE SHALL BE TvPE UF T600V. SOLi D COPP':R, PVC INSULATION, SINGLE CONDUCTOR, UNDERGROUND. UL-APPROVED. LOW VCLTAGE CONTROL CONDUCTORS $HALL BE SUPPLIED IN THE SIZES SHOWN ON THE PLAN OR I~ ACCORDANCE WITH THE CONTROL EQUIPMENT MANUFACTURER' 5 RECOMME.~DAT I ON, AND SHALL BE UL-APPROVED FOR DIRECT BURIAL INSTALLATION. 110 VOLT WIRE TO CONTROLLER 110 VOLT WIRE SHALL BE PER LOCAL CODE AS TO TYPE AND QUALITY CONDUIT CONDUIT SHALL BE PVC ELECTRICAL CONDUIT. VAL VE BOXES ALL REMOTE CONTROL VALVES AND GATE VALVES SHALL BE INSTALLED IN SUlTABLE VALVE BOXES AS SHOWN IN DETAILS. ALL REMOTE CONTROL VALVE BOXES SHALL BE PLASTIC ( BY AMETEK, OR APPROVED EQUAL ) . BLACK OR GREEN WI TH GREEN COVER ( PURPLE COVER FOR RECLAIMED WATER SYSTEMS). THE CONTRACTOR SHALL PAINT THE IDENTIFICATION NUMBER OF THE VALVE AND THE CONTROLLER CLOCK ON THE COVER OF THE VALVE BOX. THE PAINT SHALL BE ALUM!NUU ASPHALTIC-BASE WATERPROOF PAINT G.-'.'.IE VAL VE s GATE VALVES 3" AND SMALLER SHALL BE 125 LBS $WP BRONZE GATE VALVE WITH SCREW-IN BONNET, NON-RISING STEM AND SOLID WEDGE DISC AND THREADED ENDS. GATE VALVES SHALL BE SIMILAR TO THOSE MANUFACTURED BY NIBCO, HAMMOND OR APPROVED EDUAL AND SHALL BE INSTALLED PER INSTALLATION DETAIL. GATE VALVES SHALL BE SIMILAR TO THOSE MANUFACTURED BY NIBCO, HAMMOND OR APPROVED EQUAL AND SHALL BE INSTALLED PER INSTALLATION DETAIL OJ!CK-COUPLING VALVES AND ASSEMBLIES QUICK-COUPLING VALVES SHALL BE BRASS OR 9RONZE WITH BUILT-IN FLOW COc-,TROL AND SELF··CLOSING VALVE AND SUPP_JED IN OtlE ( 1") INCH SIZE U\JLESS OTHERWlSE REQUIRED WHEN A QIJ[C<-COUPLER ASSEMBLY IS SP[CIFIED, IT SHALL CONSIST CF THE OUIC~-COUPLER KEY AND HOSE ELL THE COUPLER KEYS AND HOSE ELLS SHALL BE o~ THE SAUE MANUFACTURER AS THE COUPLING VALVE REMOTE CONTROL VALVES ., . - REMOTE CONTROL VALVES SHALL BE ELECTRICALLY OPERATED. THEY SHALL BE EQUIPPED w[-H FLOW CONTROL ADJUSTMENT AND CAPABILITY FCR MA\JUAL OPERATION THEY SHALL BE ~AJE SO THAT THEY MAY 9E READILY DISASSEMBLED FOR SERVICING. BACKFLOW PREVENTER BACKFLOW PREVENTER. WHERE RECLIIRED. SHA~L BE OF SIZE AND TYPE AS INDICATED ON DRAWINGS ALL BACKFLOW PREVENTION UNITS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS SET FO'lTH BY LOCAL CODES AND THE COUNTY DEPARTMENT OF ENVIRON\IENTAL HEALTH SERVICES. SPRINKLER HEADS SPRINKLER HEADS. BUBBLER HEADS AND SPRAY NOZZLES SHALL BE OF THE TYPES A\JD SIZES SHOWN ON THE FLANS THEY SHALL BE CONSTRUCTED CF BRONZE, BRASS. STAINLESS STEEL AND./OR H!SH-I'1PACT PLAs-rc. ALL HEADS OF A PART:CULAR TYPE CF FUNCTION I\J THE SYSTEM SHALL BE OF THE SAUE MANUFACTURE AND SHAll BE MARKED WIT~ THE MANUFACTURERS. S NAME ANO IDENTIFICATION IN SJCH A POS'.TION THAT THEY CAN BE IDENTIFIED WITHOUT BEING REMOVED FROM THE SYSfEM LOCATOR TAPE (ALL PRESSURE MAINS AND DIRECT SU'l!AL WIRES) ____ ,,,____ ·-··-· .. ''" ···-·· ALL PRESSURE PIPE SHALL HAVE A CONTINUOUS BLJE-COLORED TRENCH WARNIYG METALLIC TAPE (PURPLE FOR RECLAIMED WATER) PLACED SIX rnCHES ( 6") BELOW FIN I SHED GRADE ( 12·· ABOVE PI FE FOR RFCI_A I MED) DIRECTLY ABJVE THE BURIED PIPE (FOR RECLAIMED INSTALL A SECOND WARNING TAP~ CONTINUOUSLv ON TOP CF PIPE SECURED WITH PLASTIC TAPE FASTENERS BANDED AROUND THE FIFE AT NO MORE THAN 5' APART). ALL DIRECT BURIAL WIRES SHALL BE MARKED WITH A CO~TINUOUS RED-COLORED TRENCH MARKER PLASTIC TAFE PLACED SIX INCHES (6 .. ) BELOW FINISHED GRADE DIRECTLY ABOVE THE BURIED WIRES. MARKER TAPE SHALL BE ,.ALLEN MARKl~G TAPE ... OR .. ALARMATAPE .. AS MANUFACTURED BY PAUL PO•TER WARNING TAPE. [NC OR APPROVED EQUAL TAPE SHALL BE THREE INCHES ( J") WIDE CHECK VALVES C~ECK VALVES SHA_L BE OF PVC. BRASS OR BRONZE. VERTICAL SPRING LOADED AND SWING CHECK. SAND ENC.ASEMENT SANO ENCASEMENT FOR ALL IRRIGATION PIPE. C!RECT BURIAL CONTROL WIRE AND ELECTRICAL CONDUIT SHALL BE PLASTER OR MORTAR SANO WITH A MINIMUM SAND EOUIVALENCY CF 50. BOOSTER PUMP STATION ( IF REOUIREDj THE CO~TRACTOR SHAL-CONSTRUCT BOOSTER PUMP STATION. 0~ CONCRETE PAD WITH PANELS. WEATrlERPROOF HOUSING, BY-PASS VALVE. PRESSURE GAUGES, SWITCHES. DELAY-START RELAYS, STARTERS, HIGH VOLTAGE WIRING, AND RELATED EQJIPMENT AS REQUIRED. THE CONTRACTOR SHALL MAKE FINAL HOOKUP AFTER ASSEMBLY IS COMPLETED PROVIDE SHOP DRAWING PRIOR TO INSTALLATION FOR APPROVAL. MISCELLANEOUS ALL C:THER MATERIALS NOT SPECIF:CALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER IRRIGATION SYSTEM INSTALLATION. SrlALL BE NEW. FIRST-C:UAL!TY OF THEIR RESPECT:VE KINDS, ANO SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT I NSPECI_LQN PRIOR TO ALL WORK OF THIS SECTION, THE CONTRACTOR SHALL CAREFULLY INSPECT THE SITE TO VERIFY THAT WOPK MAY BEGIN THE CONTRACTCR SHALL CHECK THE INSTALLED WORK OF ALL OTHER TRADES AND VERITY T~AT ALL SUCH WORK JS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. ALL WORK C:N THE IRRIGATION SYSTEM, INCLUDING HYORCSTATIC AND COVERAGE TESTS, PREL!M!'IARY OPERATIONAL TESTS Of" THE AUTOMATIC CONTROL SYSTEM. AND THE BACKFILL AND DENSIFICATICN OF TRE'-JCH[S AND OTHER EXCAVATIONS SHA~L BE PERFORMED BEFORE SCIL CONDITIONING AND LEACHING AND BEFORE PLANTING ( EXCEPT FOR DRIP IRRIGATION TUBING FOR MULTI-OUTLET EMITTERS, WHICH SHALL BE INSTALLED AT fHE SAME TIME OR IMMEDIATELY AFTER PLAN-ING). LARGE SPECIMEN PLANTS MAY BE PLANTED BEFORE INSTALLING -HE IRRIGATION SYSTEM. THE CONTRACTOR $HALL VERI~Y THAT -HE IRRIGATION SYSTEM MAY BE INSTALLED IN STRICT ACCORDANCE WITH PERTINENT CODES ANO REGULATIONS, THE OR I GI NAL DES I GN, THE REFERENCEC STANDARDS, AND THE CO~TRACTOR SHALL CAREFULLY CHECK ALL GRADES TO SATISFY H!USEL 0 THAT HE MAY SAFELY PROCEED BEFORE STARTING WORK ON THE SPRI\JK_E~ IRRIGA-ION SYSTEM. THE CO~TRACTOR SHALL CHECK EXISTING UTILITIES DRAWINGS FOR EXISTl~G UTILITY LOCATIONS. EXERCISE EXTREUE CARE IN EXCAVATING AND WO'lKING NEAR EXISTING UTILITIES THE CONTRACTOR SHALL BE RESPONSI3LE FOR DAMAGES TO UTILITIES WHICH ARE CAUSED BY HIS □PERATIO\JS OR NEGLECT. ALL SCALED DIMENSIONS ARE APPRCXIMATE THE CONTRACTOR SHALL CHECK AND VER:FY ALL SIZE CIMENSI □NS A\JJ RECEIVE LANDSCAPE ARCHITECT'S APPROVAL PRIOR TO PROCEEDING WITH WORK UNDER THIS SECTION DISCREPANCIES IN THE EVENT OF A DISCREPANCY. THE CONTRACTOR SHALL IMMEDIATELY NOTl"Y THE OWNER OF LANDSCAPE ARCHITECT 00 NOT P~OCEED W'.TH INSTALLATION IN AREAS OF DISCREPANCY UNTIL ALL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED. PHYSICAL LAYOUT AND OBSERVATION PRIOR TD INSTALLATION. THE CONTRACTOR SHALL STAKE OUT ALL PRESSJRE SUPPLY L:NES, ROUTf~G AND LOCATION OF TURF POP-UP SPRIN~L~R HEADS. •LL LAYOUT SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION UNLESS OTHERWISE DIRECTED. QUALIFICATIONS OF :NSTALLERS PROVIDE AT _EAST ONE PERSON WHO SHALL BE PRESE~T AT ALL TIMES DURING EXECJTION OF THIS PORTION OF THE WORK ANO WHO SHALL BE THOROUGHLY =AMILIAR w:TH THE TYPE OF MATERIALS BEING INSTALLED AND THE MANJFACTURER' S RECOMMENDED METHODS OF !NSTALLAT:ON AND WHO SHALL DIRECT ALL WORK PERFORMED UNDER THIS SECTION MANUFACTuqEqs• S DIREc-10NS MANUFACTURER'S DI REC-IONS AND DETAILED DRAWINGS SHALL BE FOLLOWED IN ALL CASES WHERE THE MANUFACTURERS OF ARTICLES USED IN THIS CONTRACT FURNISH DIRECTIONS COVERING POINTS NOT SHOWN IN THE CRAWINGS AND SPECIFICA-IONS. PERMISSION FOR WATER SHUTOFF FFRMISSION TD SHUTOFF ANY EXISTING IN-USE WATER _!NE MUST BE CBTAINED 48 HOURS IN ADVANCE, IN WRITING FROM THE OWNER. THE CCNTRACTOR SHALL RECEIVE INSTRUCTICNS FROM THE OWNER AS TO THE EXACT LENSTH OF TIME OF EACH SHUTOFF. WATER SUPPLY--POINT OF CONNECTION THE IRRIGATION SYSTEM SHALL BE CONNECTED TO WATER SUPPLY POINTS OF CONNECTION AS INDICATED ON THE DRAWINGS CO~NECTIONS SHALL BE MADE AT APPROXIMATE LOCATIONS AS SHOWN ON DRAWINGS CONTRACTOR IS RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS. ELECTRICAL SUPPLY ELECTRICAL CONNECTIONS FOR -HE AUTOMATIC CONTROLLER( S) SHALL BE MADE TO ELECTRICAL POINTS OF CONNECTION AS INDICATED ON THE DRAWINGS. CONNECTIONS SHALL BE MADE AT APPROXIMATE LOCATIONS A$ SHOWN ON DRAWINGS. CONTRACTOR JS RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS. TRENCHING EXCAVATICN SHALL BE OPEN VERTICAL CONSTRUCTION SUFFICIENTLY WIDE TO PROVIDE FREE WORKJNS SPACE AROUND THE WORK INSTALLED AND TO PROVIDE AMPLE SPACE FOR BACKFILLING AND COMPACTING. TRENCHES FOR PIPE SHALL BE CUT TO REQUIRED GRADE LINES. AND TRENCH BOTTCM SHALL BE COMPACTED-□ PROVIDE AN ACCURATE GRADE AND UNIFORM BEARING FOR THE FULL LENG-HOF THE LINE. WHEN TWO OR MORE PIPELINES ARE INSTALLED IN THE SAME TRENCH. THEY SHALL BE SEPARATED BY A UlNIMUM HORIZONTAL CLEAR DISTANCE OF 2 I NC HES AND THEY SHALL BE I NS T ALLED SO THAT EACH PI PELI NE, VAL VE, OR OTHER PIPELINE COMPONENT MAY BE SERVICED CR REPLACED WITHOUT DISTURBING THE OTHER DEPTH OF TRENCHES SHALL BE SUFFICIENT TO PROVIDE A MINIMUM COVER ABOVE THE TOP OF THE PI PE, AS FOLLOWS 1. 12 INCHES OVER NON-PRESSURE LATERAL LINES 2. 18 INCHES OVER PRESSURE MAIN LINES LESS THAN 3· DIAMETER 3. 24 INCHES OVER PRESSURE MAIN LINES 3" -5-1/2" DIAMETER 4. 12 INCHES OVER SLEEVES FOR LATERAL LINES UNDER PEDESTRIAN PAYING. 5. 18 INCHES OVER SLEEVES CROSSING UNDER PEDESTRIAN PAVING 6 30 INCHES OVER SLEEVES CROSSING UNDER VEHICULAR PAVING 7. 36 INCHES OVER SLEEVES 5'' OR LESS IN DIAMETER CROSSING UNDER ROADS TRENCHING THROUGH AREAS WERE TOPSOIL HAS BEEN SPREAD DEPOSIT THE MANUFACTURER'S RECOMMENDATIONS. .----------------------r-----,.....-------,-,------1 "AS BUILT" TOPSOIL ON ONE SIDE OF TRENCH AND SUBSOIL C:N OPPOSITE SIDE ¥ Wll•y Group L•mt•"•.11'• -An,tritw<>t..-. K,m Roy W1le,y, ~SL A L,:,n,:<,;,::,:,pq Ar,::h·~e-<:t 3MO NO,(lj-0 Pd :.:t~ 1·)7-IOJ San L!,.,,l", C/1 \1;'111:! 61 'J ;'.',9 -~-'.' :;:z;: C:t. LIC # l.SSQ ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED; ENGINEERING PLAN CHECKER DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS NAME TITLE: REVIEWED BY: ...... -·-·-···-~~---DATE -IN-SP-E-CT_D_R---.•~-------=o-:-:AT;-:;E--- I----+----+--·-------------...... . ---+-----t---+------t I SH2EET ~. CITY OF CARLSBAD ------¾---+----t-------¾-----t I_ PL.ANNING DE:PARTµ[MT .... ----t-------¾---+----t--------1 "'~~,..,. :II ... ------lt----+----+------11-------1 TAYLOR MADE GATE VALVES MAY BE FURNISHED WITH EITHER OPERATING NUTS OR ~~~ ~,,-+--- HANDWHEELS AND SHALL BE INSTALLED BELOW GRADE IN A GREEN VALVE '-\ --A:-----11---·· BOX WI TH LOCK I NG COVER ( ST ENC l L "GV" ON LINDERS I DE OF COVER). • ;g_,,.li,'t.¥,.,;;=1 1--J\l¥n,\I---+---+-.. -:::===================----···_ .-.... ·--·t----+---+----t-----i GLOBE VALVES -STRAIGHT VALVES T BALL VALVES ~'\,•a•~.•~~~,~~J~tfft~~£··~;.,==--j~r-==--==--=1~---_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_···_··· 7 ··,·_····---+------lt----+-----l ~A~P~PR~O~V~ED~,===·--=--=;;+============~ CARLSBAD RESEARCH CENTER CARLSBAD, CALIFORNIA GLOBE VALVES STRAIGHT VALVES AND BALL VALVES SHALL BE OF SIZE \._~ t"" --".~ .............. f----+----+-----l -------'--"'~~_'M _______ ffl-77 AND TYPE AS [ ND I CA TED ON THE PLANS. ~ {JI[ ~\,\~~--+----It-------------------+--·---··· ·+----t--------lf------t ASSISTANT PLANNING DIRECTOR DATE t---+---+-----------+---+--t--+----i ~=========~==~~~====;~~~~ DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL ENGINEER Of" WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ------CHKD BY:____ MS 96-09 RVWD BY: 352-JM C.M.W.D. JOB NO .. ---'-9"'--6--2"-4_4 ______ _ BAC-\F I LL I NG BACKFILL MATERIAL SHALL BE APPROVED SOIL. INCLUDING CLODS AND ROCKS OVER 2-1/2 [NCH REMOVED FROM THE PREMIS~S AND DISPOSED OF OWNER UNSUITABLE MATERIAL. IN SIZE. SHALL BE LE~ALLY AT NO COST TO FIPE SHAL_ 3E B~DDED IN AT LEAST 2 INCHES OF FINELY JIVIDED ~ATERJA_ TO PROVIDE A FIRM, UNl~ORM BEARING. AFTER _AYING. THE PIPE SHAL_ BE SURROJNDED WITH ADDITIONAL Fl~ELY DIVIJEJ MATERIAL TO AT LEAST 2 INCHES OVER THE TOP OF ~HE PIF~. TRENCH BAC~FILL, SUF~I~IENT TO ANCHOR THE PIPE. MAY BE DEPOSITED BE~ORE THE PIPELINF PRESSURE TESTING, EXCEPT THAT JOINTS SHALL REMAIN EXPOSED UNTIL SATISFACTORY COMPLETION OF TESTING ALL BACKF IL~ING SHALL BE JONE CAREFULLY AND SHALL BE MECHANICALLr COMPACTED TO A JRY DENSITY EQUAL TO ADJACENT UN □ISTUR8~□ SOIL IN PLANTING AREAS BACKFILL WILL CONFORM TO ACJACENT GRAJES WITHOUT CI FS. SUN,<EN AREAS, HUMPS OR OTHER SURF ACE IRREGULAR IT I ES. FLCOOING OF TRENCHES WILL BE PERMITTED CNLY WITb APPROVAL OF THE LA~DSCAPE ARCHITECT SURPLUS SOIL REMAINING AFTER 3ACKFJ_L[NG SHALL BE DISFOSEC OF ON fHE PREMISES AS DIRECTED BY T~E LANDSCAPE ARCHITECT l~STALLATION OF POLYVINYL CHLORIJE PIPE ·---------- EXERCISE CARE IN HANDLI,IG. LOADING, UNLOADING, AND STORING PLASTIC PIPE AND FITTINGS UNCER COVER UNT:L READY TO INSTALL· TRANSPORT PLASTIC PIPE ONLY CN A VEHI~LE WITH A BED LONG ENOUGH TO ALLOW THE PIPE TO LAY FLAT TO AVOIJ UNDUE BENDING AND CONCENTRATED EXTERNAL LOAD. CAREFULLv INSPECT ALL PIPE AND FITTINGS BEFORE INSTALLA-ION. REMOVING ALL DIRT, SCALE, AND BURRS AND REAMING AS REOU'.RED; INS-ALL ALL PIPE WITH ALL MARKl~GS UP FOR VISUAL INSPECTION ANO VERIFICA-ION. REPA'.R ALL DENTED AND DAMAGED PIPE BY CUTTING OUT THE DENTED OR DAMAGED SECTION AND REJOIN:NG WITH A CCUP~I~G. ALL PVC PIPE SHALL LAY FREE IN THE TRENCH WIT~ NO INDUCED STRAIN AND WITH SUFFICIENT ALLOWANCE FOR EXPANSION AND CONTRACTION AS RECOMMENDED BY THE MANUFACTURER. ROUTING IS DIAGRAMMATIC AND SHALL BE INSTALLED IN SUCH A MANNER AS TO CO~FORM WITH DETAILS PER PLANS. SOLVENT SHALL BE A?P~IED TO PIPE ENDS IN SUCH A MANNER THAT NO M~tt~liL 15 DEPOSITEJ ON THE INTERIOR SURFACE 0~ THE PIPE OR EXTRUDED I~TO THE INTERIOR OF THE PIPE DLRING JOl~TING. EXCESS CEMENT ON THE EXTEPIOR OF THE JO:N-SHALL BE WI?EJ CLEAN IMMEDIATELY AFTER ASSEMBLY. IN JOINING, USE ONLY THE MANUFACTURER'S SPECIFIED SOLVENT AND MAKE ALL JOl~TS IN STRICT AC~ORDANCE WITH THE MM,UFACTURER' S RECCMMENDED METHODS, GIVC: SOLVENT WELDS AT LE.AST 15 MINUTES SETUP TIME BEFORE MOVING AND HANDLING AND 24 HOURS CLRING TIME BEFCRE FILLl~G WITH WATER THREADED PIPE JCI~TS SHALL BE MADE USING TEFLON TAPE OR OTHER APPROVED JO I NT l f'iG MATER I AL ( INCLUDING THREADED "MARLEX' F:TTJNGS) SOLVENT SHALL NCT BE USED WITH THREADED JOINTS. P:PE SHALL 3E PROTECTED FROM TOOL DAMAGE DUR:NG ASSEMBLY. VISES SHALL HAVE FLEATED JAWS. STRAP WRENCHES SHALL 3E USED FOR :NSTALLATION OF FITTINGS A~D NIPPLES. FOR PLASTIC-TO-STEEL CONNECTIONS, WORK THE STEEL CONNECTIONS FIRST; USE A NON-HA-ROEN. NG NON~LEAD BASE PI PE DOPE ON ALL THREADED PLAS-IC-TO-STEEL CONNECTIONS AND USE ONLY L:GHT WRENCH PRESSURE. ALL PLASTIC-TO-STEEL CONNECTIONS SHAL_ BE MADE WITH PLASTIC MALE ADAPTORS. PROVIDE EACH ASSEMBLY WITH ITS OWN OUTLET FROM THE :RRIGATION MAIN. (NO MULTIPLE ASSEMBLIES.) PVC PIPE :NSTALLATION UNDER EXIST:NG PAVEMENT ···-. -·---------- PIPING TO BE INSTALLED UNDER EXIS-ING PAVEijENT MAY BE INSTALLED BY JA;~KING, BORING, CUTTING AND PATCHING, OR HYDRAULIC DRIVI~G HYDPAJLIC DRIVING WILL NOT BE PERMITTED UNDER ASPHALTIC CONC~ETE PAVcME:NT. WHERE CUTTI~G OR BREAflNG OF EXISTING PAVEMENT IS NECESSARY, SE:CURE PERMISSION FROM THE LANDSCAPE ARCHITECT BEFORE CUTTING OR BREAKING THc ?AVEMENT AND THEN MAKE ALL NECESSARY RE"AIRS AND REPLACEMENTS TO THE APPROVAL OF THE LANDSCAFE ARCHITECT AND AT NO ADDITIONAL COST PIPE INSTALLATION UNDER PROPOSED PAVING TRENCHES LOCATED UNDER AREAS WHE:RE PAVING, ASFHALTIC CONCRETE OR CONCRETE, WILL BE INSTALLED SHA_L BE BACKFILLED WITH SAND ( A LAYER SIX ( 6) INCHES BELOW THE "l"E AND THREE ( 3) INCHES ABOVE THE PIPE) AND COMPACTED IN LAYE~S TO 95 PERCENT COMPACTION. USING MANUAL JR MECHANICA_ TAMPING DEVICES TRENCHES FOR PIPING SHA_L 6E COMPACTED TO EJUAL COMPACTION OF THE EXISTING ADJACENT UNDISTURBED SOIL AND SHALL BE LEFT IN A FIRM UNYIELDING CONDITION ALL TRENCHES SHALL 3E LEFT FLUSH WITH THE ADJOINING GRADE. THE I RR I GAT I ON CONTRACTOR SHALL SET IN PLACE, CAP AND PRESSURE TEST ALL PIPING UNDER PAVING PRIOR TO THE PAVING WORK. ALL PLASTIC PRESSURE PIPE UNDER PAVEMENT SHALL BE INSTALLED IN A PVC SLEEVE CONCRETE THRUST BLOCKS ALL PRESSURE PIPE 4' AND SMAL~ER, POLYVINYL CHLORIDE OR ASBESTOS CEMENT, SHALL HAVE THE CORRECT SIZED CONCRETE THRUST BLOCK INSTALLED AT EVERY ABRUPT CHANGE OF ALIGNMENT; AT GATE VALVES. AT TEES, ELBOWS ANO CROSSES. ANO AT ENDS OF PIPE RUNS, OR WHEREVER THE FIELD ENGINEER DEEMS ONE TO BE NECESSARY. THRUST BLOCKS ARE TO BE INSTALLED AS PER DETAIL DRAWINGS. AUTOMATIC CONTROLLER LOCATION AND INSTALLATION THE CONTROLLER LOCATION IS DIAGRAMMATIC AND SHALL BE SPECIFICALLY LOCATED BY THE OWNER OR LANDSCAPE ARCHITECT. MAKE ALL ELECTRICAL CONNECTJONS INSIDE CONTROLLER CABINET. CONTROLLER SHALL BE GROUNDED AT POWER SUPPLY BY GROUND WIRE ALL LOCAL AND APPLICABLE CODES SHALL TAKE PRECEDENCE IN THE FURNISHING AND/OR CONNECTION OF 120-VOLT ELECTRICAL SERVICES TO THE CONTROLLER. IN MULTIPLE CONTROLLER INSTALLATIONS. ENCLOSURES SHALL BE SIZED ACCORDINGLY NO 110-VOLT WIRE RUNS SHALL PASS FROM CONTROLLER CABINET TO CABINET. EACH CONTROLLER SHALL HAVE A SEPARATE ELECTRICAL SERVICE. •~~1-n ~ PlOl 1•20 C.-!' )0/V LOW VOLTAGE CCNTPO_ WIRING WIRING SbALL. OCCIJe'Y THE SAM;:: TRENCH AND SHA.LL BE 'NSTALLED -HE SAME ROUTE AS pqESSUR~ SUPPLY LINES WHEREVER POSSIBLE. MDRE TfcA~ ONE WIRE IS PLA;'.EJ IN A TRUKH, THE WIR:NG SHALL 7 Ae'ED TOGETHER .AT [NT~RVA_S OF TEN ( 10) Fft.l. ALONG WHERE BE AT LEAST 2 FEET OF SLACK (4 FOOT ~!~!~UM EXDA~SION LOOP) SHALL BE LEFT AT EACH SPLICE AND POINT OF CO~N•CTION IN ?ULL BOXES AND VALVE BOXES CONTROL WIRES SHALL BE LAID LOOSELY IN -RENCH WITHOUT STRESS OR STRETCH ING. FIELD SPLICES BETWEEN THE AUTOMATIC C □N-ROLLER AND ELE:CTR!CAL CONTROL VALVES WILL NOT BE ALLOWEJ W]THOU 7 0 RIO~ APPROVAL OF THE LANDSCAPE ARCHITECT ALL CONTROL WIRES SHALL EE SQ_[J COPP~R. 600 VOLT. TYDE UF, CONFORMH!G TO THE DRAWlfJCS, A"W THE FOLLOWI'JG WIRE COLORS AND INS-ALLATION REQUIREMENTS· 1 NEUTRAL.WIRES WHITE ( #12 AWG), DO NOT [NTERCONNEC-NEUTRAL WIRES BETWEEN CO~TROLLERS 2. SPARE WIRES: TWO (2) RED (#14 AWG) •ROM FURTH~ST VALV~ OR MAiH FOLD TO EACH CON-ROLLER WIRE CON~ECTIONS fJEUT'lA~. PILOT AND SPAPE WIRES SHALL BE (fJSTALLED WITH A 2' -0" COILED EXCESS W(RE LENGTH AT EACH END ENCLOSURE EACH AND ~VERY WIRE S~LICE SHALL 3E SOLDERED TOGETHER (USING 60-40 SOLDER). ~HEN ENCASED IN THE WATERPROOF EPOXY OF THE ··scOTCH-PAC" CR ''PEN-TITE" CONNECTORS AS SHOWN ON STANDARD DRAWING 1-15, WIRE SPLICES SHALL BE MADE ONLY I~ VALVE OR PULL BOXES. WIRE EUNDLES EACH INCIVIDUA_ CONTROLLER CLOCK'S CONTROL WIRES SHALL BE BUNDLED AND TAPED TOGETHER S~PARATELY FROM OTHER CONTROLLER'S WIRES WITH CCLCRED TAPE AT INTERVALS t!OT EXCEEDING 10' -0". CONTROLLER IDENTIFICATION TAPE COLORS SHALL BE AS FOLLOWS (USE AS MANY AS NECESSARY). CONTROLLER "A" .. B'. "C' . D' ,, E" "F', TESTING-WIRING TAPE COLOR B_ACK RED W"i I TE B_UE GPEEN Ye I. I. OW ALL WIRING SHALL BE TESTED FOR CONTINUITY. ODEN CIRCUITS AND UNI~TENTIONAL GROUNDS PRICR TO CONNECTING TO EDUIPMENT. THE MINIMUM INSULATION RESISTANCE TO GROJND SHALL BE FIFTY ( 50) MEGOHMS. ANY WIR:NG NOT MEETING THIS REQUIREMENT SHALL BE R~PLACED, AT THE CONTRACTOR'S EXPENSE A~L WIRES IN ?IJLL BOXES SHALL BE LOCSE AND SHALL NOT COME WITHIN THREE INCHES [J .. ) FROM LID BOXES SHALL EE SIZED ACCORDINGLY TO ACCOMMODATE T~IS REQUIREMENT, VALVE BOXES INSTALL VALVE 30XES AS SHOWN ON DETAIL. VALVE PER BOX. INSTALL NO MORE THAN ONE VALVE BOXES SHALL BE LOCATED iN ACCESSIBLE AREAS WHIC~ ARE NOT HIGHLY VISIBLE. THE TOP SURFACE SHALL BE 2•· ABOVE GRADE IN GROUND COVER AREAS, FLUSH WITH GRADE !N LAWN AREAS, AND FLUSH WITH ABUTTING FIXED IMPROVEMENTS SUCH AS WALKS AND PAVING, (AVOID LOCATING VALVE BOXES IN LAWN OR ABUT-ING FIXED IMPROVD!ENTS WHERE FEA.SIBLE ) VALVE BOX LOCATIONS SHALL BE APPROVED BY THE LANDSCADE ARCHI-ECT PRIOR TO 1NSTALLATION. GLOBE VALVES -STRAIGHT VALVES -GATE VALVES -BALL VALVES INSTALL VALVES AT APPROXIMATE LOCATION SHOWN ON PLANS AND PER DETAILS LOCATE VALVES IN GROUND COVER AREAS WHERE FEASIBLE. OUICK COUPLING VALVES QUICK COUPLING VALVES SHALL BE SET APPROXIMATELY J' FROM WALKS. CURBS. HEADERS. OR PAVED AREAS WHERE FEASIB~E AND PER DETAIL DRAW'NGS. LOCATE QUICK COUPLING VALVES IN GPOUND COVER APEAS WHERE FEAS'BLE AVOID LOCATING QUICK CCUPLING VALVES IN LAW~ WHERE FEASIBLE. QUICK COUPLING VALVES LOCATED I~ LAWN SHALL HAVE VINYL COVERS. QUICK COUPLING VALVES IN LAWN AF!EAS $HALL BE SET TO GRADE. COUPLING VALVES IN SHPUB AREAS SHALL BE SET J" ABOVE GRADE. CLOSE NIPPLES SHALL NOT EE USED REMOTE CONTROL VALVES OUICK INSTALL REMOTE CONTROL VALVES AT APPROXIMATE LOCATION AS SHOWN ON THE PLANS AND PER DETAILS LOCATE REMOTE CONTROL VALVES [N GROUND COVER WHERE FEASIBLE (SEE VALVE BOXES ABOVE). ELECTRIC REMOTE CONTROL VALVES SHALL HAVE MANUAL FLOW ADJUS7MENT INSTALL ONE VALVE PER VALVE BOX. NO SPLICING SHALL BE MADE OUTSIDE OF THE VALVE BOX EXCEPT THAT MAJE IN A PULL BOX CLOSE NIPPLES SHALL NOT BE USED SPARE WIRES TERMINATING [N VALVE BOXES SHALL HAVE THEIR ENDS INSULATED, THE SAME AS FOR A SPLICE. 3ACKFLOW PREVENTERS BACKFLOW PREVENTERS WILL BE INSTALLED PER FLA~S ANO DETAILS ALL BACKFLOW PREVENTERS SHALL BE INSTALLED PER AGENCY REQUIREMENTS. SPRINKLER HEADS INSTALL THE SPRINKLER HEADS AS DESIGNATED ON THE DRAWINGS. SPRINKLER HEADS TO BE INSTALLED IN THIS WORK SHALL BE EQUIVALENT IN ALL RESPECTS TO THOSE ITEMIZED SPACING OF HEADS SHALL NOT EXCEED THE MAXlMUM INDICATED ON THE DRAWINGS. IN NO CASE SHALL THE SPACING EXCEED THE MAXIMUM RECOMMENDED BY THE MANUFACTURER. RISER NIPPLES FOR ALL SPRINKLER HEADS SHALL BE THE SAME SIZE AS THE RISER OPENING IN THE SPRINKLER BODY. CHECK VALVES ··-·-·--- CHECK VALVES SHALL BE INSTALLED WHERE INDICATED ON DRAWINGS. IF THE CONTRACTOR FINDS ADDITIONAL CHECK VALVES ARE REQUIRED TO PREVENT HYDROSTATIC RUN-OFF, HE SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT FOR APPROVAL OF ADDITIO~AL CHECK VA_VES A~T[-ORA]N VALVE A~ ANTJ-JRAIN/EXCESS-FLOW VALVE: SHALL BE !~STALLED UNDER ~ACH LCW-DRAINING SPRINKLER HEAD WHICH ;s NOT ECUIPPEO WITH AN l~T~RNAL CHECK VALVE. PU,1P WHERE REQUIRED. PUMPS SHALL BE INSTALLED ?ER HYDRAULIC REOUIRcMENTS AS SPECIFIED ON THE PLAN. CONTRACTOR WILL BE REQUIRED TO SUBMIT S~OP DRAW:NGS FOR APPROVAL OF INSTAL_ATJON PER AGENCY RC:OUIREME~TS. ?UMP DETAILS, IF ANY, ARE FOR CONTRACTOR'S CCN'IENIENCE: HEAD-LOC WHEN SPECIFIED. 'HEAO-LOC' BY KINGS BROS. INC. OR APPROVED EQUAL, ANTI-VANDALISM AP?ARATUS SHALL BE INSTALLED AT EACH IRRIGATION HEAD MOISTCRE SENSORS WHEN MOISTURE SENSORS ARE SPECIFIED, INS-ALL ONE "CALSENSE" MOISTURE SENSOR FOR EVERY ~ouR VALVES. FOR INSTALLATION, PLACEMENT OF MOISTURE SENSORS AND PURCHASE :NFORMATION. CONTACT: CALSENSE 2075 coP-E DEL NOGAL, SUITE J CARLSBAD, CALIFORNIA 92009 (619) 438-0525 MISCELLANEOUS INSTALL MISCELLANEOUS CONTROL DEVICES SUCH AS MOISTURE SENSORS, F _ow CONTPOLS, "RES SURE REGULA TORS, STRAINERS AND JR [ p I RR [ GA TI ON CONTROL A.SSEMBL I ES AS SHOWN ON PLANS A.ND PER DETA I l_S. OBSERVATION CONTRACTOR $HALL BE RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT IN ADVANCE FOR THE OBSERVATION MEETINGS. REFER TO PART ]--GENERAL FOR OBSERVATION SCHEDULE TESTING MAKE ALL NECESSARY PROVISIONS FOR THOROUGHLY BLEEDING THE LINE OF AIR AND DEBRIS. BEFORE TESTING, FILL THE LINE WITH WATER FOR A PERIOD OF AT LEAST 24 HOURS. AFTER VALVES HAVE BEEN INSTALLED, TC:ST ALL PRESSURE WATER LINES FOR LEAKS AT A PRESSURE OF 125 PSI ~OR A PERIOD OF FOLR HCURS, WITH ALL COUPL:NGS EXPOSED AND WITH ALL PIPE SECTIONS CENTER LOADED FURNISH ALL NECESSARY TESTING EQUIPMENT AND PERSONNEL. CORRECT ALL LEAKS AND RETEST UNTIL ACCEPTANCE BY -HE OWNER. JO NOT ALLOW OP CAUSE ANY OF THE WORK OF TH:S SECTION TC BE COVERED BY OR ENCLOSED UNTIL IT HAS SEEN OBSERVED, TESTED AND AP?ROVEO BY THE OWNER AND LANDSCAPE ARCHITECT FLUSHING BEFORE BACKFILLING THE MAIN LINE, AND WITH ALL CONTROL VALVES IN PLACE BUT BEFORE LATERAL PIPES ARE CONNECTED, COMPLETELY FLUSH AND TEST T~E MAIN LINE AND REPAIR ALL LEAKS FLUSH OUT EACH SECTION OF LATERAL PIPE BEFORE SFR[NKLER HEADS ARE AT7ACHED. ADJUSTMENT o~ THE SYSTEM THE CONTRACTOR SHALL ADJUST ALL SPRINKLER HEAJS FOR OPTIMUM PERFORMANCE AN>J TO PREVENT OVERSPRAY ONTO WAL-<S, ROADWAYS, AUTOMOBILES, WINDOWS AND BUILDINGS AS MUCH AS POSSIBLE. IF IT IS DETERMINED THAT ADJUSTMENTS IN THE IRRIGATION EQUIPMENT WILL PROVIDE PROPER AND MORE ADEQUATE COVERAGE, THE CONTRAC-OR SHALL MAKE SUCH ADJUSTMENTS PRIOR TO PLANTING. ADJUSTMENTS MAY ALSO l~CLUDE CHANGES IN NOZZLE SIZES AND JEGREES OF ARC .AS REQUIRED LOWERI~G RAISED SPRINKLER HEADS BY THE CONTRACTOR SHALL BE ACCOMPLISHED WITHIN TEN ( 10) DAYS AFTER NOTIFICATION BY OWNER. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISHED GRADES UNLESS OTHERWISE DESIGNATED ON THE PLANS_ REMOTE CONTROL VALVES SHALL BE ADJUSTED SO THAT THE MOST REMOTE SPRINKLER HEADS OPERATE AT THE PRESSURE RECOMMENDED BY THE HEAD MANUFACTURER. REMOTE CONTROL VALVES SHALL BE ADJUSTED SO THAT A UNIFORM DISTRIBUTION OF WATER IS APPLIED BY THE SPRINKLER HEADS TC THE PLANTING AREAS FOR EACH lNDIVIDUAL VALVE SYSTEM. FINAL OBSERVATION PRIOR TO ACCE:PTANCE THOROUGHLY CLEAN. ADJUST AND BALANCE ALL SYSTEMS. THE CONTRACTOR SHALL OPERATE EACH SYSTEM IN ITS ENTIRETY FOR THE LANDSCAPE ARCHITECT AT TIME OF FINAL OBSERVATION. ANY ITEMS DEEMED NOT ACCEPTABLE BY THE LANDSCAPE ARCHITECT SHALL BE REWORKED TO THE COMPLETE SATISFACTION OF THE LANDSCAPE ARCHITECT. COMPLET:ON l ACCEPTA~CE WITHIN 10 DAYS OF THE CONTRACTORS NOTIFICATION THAT THE 'NSTALLATION IS COM?LETE. T~E OWNER ANO REQLIRED AGENCIES WILL INSPECT THE INSTALLATION AND IF FINAL ACCEPTANCE IS NOT GIVEN, WILL PREPARE A "p;_JNCH LIST" WHICH, UPO~i CCMPLETIUN BY THE CONTRACTOR, WILL SIGNIFY FINAL ACCEPTMKE Bf THE OWNER. THIS FINAL ACCEP~ANCE WILL BE IN WRITING ~ROM T"IE OWNER. NO ALLOWANiE FOR DEVIATION FROM THE PLANS OR SPECIFICATIONS WILL BE AI .. LOWED 2. AU7HOR 1 TY· THE CWhER OR LANDSCAP~ ARCHITECT SHALL HAVE THE .. ----FINAL AUTHORITY ON A_L ITEMS OF TflE PROJECT. 3. CLEAN-UP: CLEAN-JP SHALL BE MADE AS EACH PORTICN OF WORK PROGRESSES. REFUS~ ANO EXCESS DIRT SHALL BE REMOVED FROM THE SITE, ALL WALKS ANJ ?AV ING SriAI L BE BROOMED OR WASf.'EC DOWtJ, AN[l ANY DAMAGE SUSTAINED ON THE WORK o~ OTHERS SHALL BE REPAIRED TO ORIGINAL CONDITIONS. AT FREQUENT INTERVALS AND AT AL_ TIMES WHEN DIRECTED BY THE OWNER, THE CONTRACTCR Sr.ALL REMOVE Mm DJS?OSE OF ACCUMULATIGNS 0~ RUBBISH AND DEBRIS OF ALL KINDS AT THE TIME OF COMPLETION, T~E ENTIRE S1-E SHALL BE CLEARED (,F TOOLS, EQUIPMENT, RUBBISH. ETC ALL OF WHICH SHALL BE REMOVED FROM THE SITE, AND THE ENTIRE P'<OJECT, INCLUDI,IG SURROUNDING PRtMISES. SrlA~L BE LEFT Hi PROPER. C~EAN CONDITION READY FOR ACCE"TANCE 4. MAINTENANCE: THE ENTIRE Sf'R[fW,LER IRRIGATION SYSTEM SHALL BE UNDER FULL AUTOMATIC OPERATIO~ FOR A PERIOD OF SEVEN (7) DAYS PRIOR TO ANY PLANTING. THE OWNER OR LANDSCAPE ARCHITECT RESERVE THE RIGHT TO WAlVE OR SHORTEN THE OPERA-ION PERIOD. NOTES: r ~~/ /4 h_ I[ ;;[L ~"'~: · .. ,' -~ • I 11 . . ~ I ) 11 -=ii .:ll""-·111::;::lll::::::rr' HORIZONTAL OR VERTICAL BEND WYE - I CO~CRETE SHALL BE 2. SEE REGICNAL STD. 470-(-2:)00 D~AWl~G W-lB FOR BEARING AREAS G) CONCRETE THRUST BLOCKS 3 NOT TO SCALE -SIDEWALK CURB 7 ' \ ,,_. /~METER I BOX WI TH METER / 2 4 .. ___ ,,._· I , . ~'.;~:~~~:;~.~~~: r:,'°"'""-1: APPR~x 8" ~~~~ ,,\: ,,_! ,)-----B-g-~----3=:rd±::=i==;.=~ .. I MINIMUM ---· .-·· F'OTABLE SERVCE LINE----~ , : rrrn1ID}- 1 o· MINIMUM TO PO-ABLE MAINL,NE IN STREET,- R~CLAIMED WATER LINE 9RIGII TION MIIINLINE WITH SLEEV~ ~·· NOTE VERTICAL CLEARANCE OF 12" IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECLAIMED WATER IRRIGATION MAl'lLINE 24·· FROM FACE OF SIDEW.•LK WILL PROVIDE NECES9RY 10· HORIZCNTAL CLEARANCE FROM POTABLE MAINLINE IN THE STREET POTABLE SERVICE LINE CROSSING -1 W \ POTABLE SERVICE LINE CROSSING '~ 3 / NOT TO SCALE - - STREET SURFACE~ '• ', '· I . I ' POTABLE MAINLINE (SEE IMPROVEMENT DRAWINGS)~ i--.3 5 FEET \ \ \ 12" MINIMUM REQUIRED VERTICAL SEPARATION~ ~ ~_,l,,l,,l,\,--SLEEVE RECLAIMED WATER LINE IRRIG/1 TION MAINLINE ····· j NOTE ALL RECLAIMED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABE-ED AS SPECI~IED IN. "5-ANDARO SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS" "CARLSBAD RECLAMATION RULES ANO REGULAT'.ONS FOR CONSTRUCTION OF RECLAIMED WATER ~A[NS-OCTOBER, 1993 POTABLE MAINLINE CROSSING 1 X \ POTABLE MAINLINE CROSSING ' 3 / NOT TO SCALE - ¥ Wll•r Group L~n4•,a.p,•. A.rcahlt•.:-1. ~• 1-.,IY, R◊y l',il~y. ASL t.,. 6i;3J t..Ql'lljo Pd :',It lM-10.\ l<:m,::-;;,:ope-~r-:h1:~.::-t ':,on I.,.,.,,<>, (,r, ½21 ,9 619/~91-;,,;n ('t,. LIC fl 18S ENGINE;:f;R1S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED: <NolNEERING PLAN CHECKER DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" ' -----------------NAME DATE TITLE: REVI [WED BY· INSPECTOR DATE ···----+-----lf-----. -· 1----. ·····--·+-----t-----·· MADE GOLF, r--~-0·-·--+-----f----~ .,.,,, -----------+----+--~-•w•~-·--+----+-----J THE CONTRACTOR SHALL SHOW EVIDENCE TO THE LANDSCAPE ARCHITECT THAT THE OWNER HAS RECEIVED ALL ACCESSORIES, CHARTS, RECORD DRAWINGS. AND EQUIPMENT AS REQUIRED BEFORE FINAL CAN OCCUR. CARLSBAD RESEARCH CENTER \) V,,NDSc,,i,~t-------1-----t-----·····~------------<1----+ ...... _---t1-----+-----t CARLSBAD, CALIFORNIA c~~ ft(f ~ . ..,, 1-----+----if--------------------·--·•-•-,••·• ·+-----+---t------1 ::======::::;;;;;:::===•=-============ :J ~'\. \ '•j, l----+-------,1-------------;-··,,,,., ___ 4-__ +-----+------t APPROVED .z;,-J/) u_/AI_0 7 ] ~:~~~"'?.~~~~I~~~~::"'.::/·.~·~ *~,:~::::::::::::::::::::::::_:-::::::::::~-~: .. _·--·------------+----~~~:::::-f-----+---t-----1 ASSISTANT PLAN~£·--------~ 7 DAD~R:IIN: NO. ._., DATE INITIAL DATE INITIAL DATE INITIAL DWN BY, ----PROJECT NO. ,t; REV,SION DESCRIPTION CHKD BY, ---MS 96-09 352-3M ..;ic CAL\f()\I: ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY, C.M.W.D. JOB NO. _9~6_-~2_4_4 _____ _ LANDSCAPJNG PART 1 -GENERAL THE GENERAL CONDITIONS OF THE CONTRACT APPLY AS THOUGH WRITTEN HERE l ~L SCOPE T,.,E WORK l NCLUDES ALL LABOR. MATER l.~L S. TRA'JSPORT AT I ON, SERVICES A'JD FACILITIES NECESSARY OR INCIDENTAL TO THE COMPLET'ON OF LANDSCAPING WORK SHOWN ON THE DRAWINGS AND AS SPECIFIED. EXISTING UTILITIES PRJOR TO EXCAVATION FOR PLANTING OR PLACING OF PLANT MATERIALS. LOCATE ALL UNDERGROUND UTILITY LINES STJLL IN USE AND TAKE PROPER PPECAUT!ONS ~0 AVO'.D DAMAGE TO SUCH IMPROVEMENTS IN THE EVENT OF A CONFLICT BE-WEEN SUCH LINES ANO PL.A.'IT ~OCATIONS. NOTIFY THE _ANDSCAPE ARCHI-ECT WHO SHALL ARRANGE FOR THE RELOCAT'.ON OF ONE OP THE OTHER. -HE CONTRACTOR ASSUMES AL~ RESPONSIBIL:TY FOR MAKING ANY AND ALL REPAIRS FOR DAMAGES RESULTING FROM WORK AS HER~IN SPECIFIED. PROTECTION OF OTHER WORK AND IMPROVEMENTS ADEQUATELY STAKE. BARRICADE ANO PROTECT AL~ JRRJGATJON EQUIPMENT. MA~HDLES, UTILITY L:t,ES AND OTrER EXISTING IM""i:OVEMENTS AND PROPERTY DURING ALL PHASES OF THE PLANTING. SOIL AMENDING. AND GRADING OPERAT!ONS. VERIFICAT!ON OF DIMENSIONS AND QUANTITIES ALL SCALED DJMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIO'JS AND OUANTIT!ES AND SrALL IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCY BETWEEN THE DRAWINGS OR SPECIFICATIONS AND ACTUAL CONCITIONS NO WORK SHALL BE DONE IN ANY AREA WHERE THERE IS ANY SUCH DISCREPANCY UNTIL APPROVAL FOR SAME HAS BEEN GlVEN BY THE LANDSCAPE ARCHITECT OR HJS REPRESENTATJVE QUANTITIES FOR PLANT AND NOT GUARANTEED SUFFICIENT ~UMBER TO SUBMITTALS MATERIALS ARE SHCWN FOR CONVE~IENCE ONLY. CHECK AND VERIFY PLANT COUNT AND SUPPLY FULFILL THE INTENT OF THE DRAWINGS. CONTRACTOR SHALL SUBMIT A LIST OF SOIL AMENDMENTS. BA~K MULCH, FERTILIZERS. °'LANT MATERIALS, SEEDS, WITH QLJ.ANTJTJES :)F EACH WITHIN JS JAYS OF AWARD OF CONTRACT AND SHALL RECEIVE LANDSCAPE ARCHITECTS A°'PROVAL PRIOR TO BEGl~NING WORK AT LEAST 15 DAYS BEFORE SCHEDULED USE. THE PROPOSED SOURCE OF TOPSOIL MUST BE SUBMITTED ~o THE LANDSCAPE ARCHITECT FOP APPROVAL T~E CONTRACTOR SHALL SUBMIT A WRITTEN REOJEST FOR APPROVAL WHICH SHALL BE ACCOMPANIED BY A WRITTEN REPORT FROM A STATE APPROVED TESTJNG AGENCY FOR AGRICULTLRAL SOIL EVALUATION WHICH STATES THAT THE PROPOSED SOURCE COMPLIES WITH THESE SPECJFICATIONS SOILS TESTS FOR AGRICULTURAL SUITABILITY AFTER ROUGH GRADING. SOILS SAMPLES SHALL BE TAKEN FROM E~OUGH LOCATIONS ON SITE TO REPRESENT AN ADEQUATE CROSS SECTION o~ CONDITIONS SOILS TEST SHALL BE PERFORMED BY A SOILS TESTI~G LABORATORY ( PRE-AC>PROVED BY THE LANDSCAPE ARCl-'ITECT ANJ TH~ CITY) THE SOILS TEST S~ALL INDICATE BUT NOT BE LJMITEJ TO THE FCLLCWING ( c) ORGANIC CONTENT, ( b) N, P, K, ( c) pH, ( d) EC. ( e) SOIL TEXTURE (SILT CLAY. SAND), (f) RECOMMENDATIONS FOR AIIENOMENTS, LEACHING, AND MAJNTENANCE FERTILIZATIONS THE RESULTS AND RECOMMENDATIONS OF THE SO'L "EST!NG LABORATORY SHALL 3E SUBMITTEC TO AND APPROVED BY -HE LANDSCAPE ARCl-'lTECT AND THE CITY. Tl-'E APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKF!LL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRJOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVE □ PLANS PRODUCTS SPECIFIED BY C>RODUCT NAME BY THE SOIL LAB IN THE RECOMMENDATIONS MAY BE SUBSTITUTED WITH "OR EQUAL" PRODUCTS APPROVED BY THE LANDSCAPE ARCHITECT AND THE CITY. SAMPLE PLANTS SHRUB AND TREE SAMPLES ( 15 GALLONS AND UNDER); TYPICAL SAMPc.C:S. THREE EACI-' OF ALL VARIETJES AND SIZES ( 15 GALLOl"S ANC UNDER) OF ALL PLANT MATERIALS SHALL BE SUBMITTED FOR OBSERVATICN APPROVAL AT THE SITE A MINIMUM OF 15 DAYS PRIOR TO PLANTING OPERATIONS TREE SAMPLES (24'' BO\ AND LARGER): ONE SAMPLE OF EACH TREE VARIETY ANC SIZE. DESIGNATED ON THE DRAWINGS. 24" BOX AND LARGE9, SHALL BE DELIVERED TO THE PROJECT SITE FOR APPROVAL EY THE LANDSCAPE ARCr!TECT PRIOR TO PLANT:NG. THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY TREES OR SHRUBS NOT APPROVED. THE CONTRACTOR AT HIS OPTION AND A-HIS EXPENSE CAN RETAIN THE SERVICES OF THE LANDSCAPE ARCHITEC-TO REVIEW TREES TAGGED AT T~E NURSERY ANC /CR AT ITS PL ACE OF GROWTH, OR AS OTHERWISE SPECIF I ED ON DRAWINGS APPROVED SAMPLES SHALL REMAIN ON THE SITE AND SHALL BE MAINTAINED BY THE CONTRACTOR AS STANDARDS OF COMPARISON FOR PLANT MATERIALS TO BE FURNISHED SAMPLES W]LL BE :NCORPORATED INTO THE WOR< REJECTION AND SUBSTITUTION (CITY INSPECTOR MUST APPROVE ALS::J) ALL PLANTS NOT CONFORMING TO THE REQUIREMENTS HEREIN SPECIFIED SHALL BE CONS I DEREO DEFECT I YE, AND SUCH PLANTS, WHETHER IN :,LACE OR NOT, SHALL BE MARKED AS REJECTED AND BE IMMEDIATELY REMOVED FROM THE SITE OF WORK AND REPLACED WITH ACCEPTABLE PLANT MATERIALS THE PLANT MATERlALS SHALL MEET ALL APPLICABLE INSPECTIONS REQUIRED BY LAW. ALL PLANTS SHALL BE OF THE SPECIES. VARIETY, SIZE, AGE. FLOWER COLOR AND CONDITION AS SPECIFIED HEREIN AND/OR AS INDICATED ON THE DRAWINGS. UNDER NO CONDJTION WILL THERE BE ANY SUBSTITUTION OF PLANT SPECIES. VARIETY OR REDUCED SIZES FOR THOSE LISTED ON THE ACCOMPANYING DRAWINGS. EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. SUBMlTT;\l,._.ClT CERTIFICATES, TRIP SLIPS AND INVOICES l. TOPSOIL, SOIL AMENDMENTS, AND FERTILIZER: UPON DELIVERY OF MATERIALS AND/OR COMPLETION OF ALL SOIL CONDITIONING AND GRADING BUT PRIOR TO INITIATING PLANTING OPERATIONS, THE CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT SIGNED COPIES OF REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR SOIL PREPARATION MATERIALS. IF THE MINIMUM AMOUNTS OF TOPSO,L, SOIL AMENDMENTS. FERTILIZERS AND OTHER SPECIFIED MATERIALS HAVE NOT BEEN FURNISHED AS SPECIFIED. THE CONTRACTOR. AS DIRECTED BY THE LANDSCAPE ARCHITECT, SHALL INSTALL ADDITJONAL MATERIALS TO FULFILL THE MINIMUM AMOUNTS REQUIRED 2 PlANT MATER:ALS, BARK MlLCH. MULCH AND PRE-EMERGENCE HERBJCJDE:S AFTER .. tns•TAU AT ION OF PL.ANT ,IATE~lALS BUT PRIOR TO THE P~E~A]NTENANCE !NSPECTIO~. THE CONT ⇒ACTOR S~ALL SUBM:T TO THE LANDSCA~~ ARCHiTECT SIGNED COPIES OF TH~ REOUIR~J CERT'F:CATES. TRIP SLl~S AND INVOICES FOR Tl-'E SPECIF!~□ PLA'JT MATERIAL. BARK MULCH. 1,IJLCH, PRE-EMERGENCE hERBlCIDES AND RE~ATC:D ITEMS IF THE MINIM0M AMOUNTS OF THESE MATERIALS HAVE NOT BEEN FURNISHED AS SPECIF l~J. THE CONTRACTOR, AS CIFECTED BY THE ~ANDSCAPE ARCHITECT. SHALL INSTALL ADDITIO~AL MATERIALS TO FULFILL THE MINIMUM AMOUNTS REQUIRED. ALL TREES THAT HAVE BEEN S~PFLlED AND INSTALL~D UNDER ~H:S CONTRACT SHALL BE GUARANTEED TC LIVE IN A HEA_T~Y COND:T:ON FOR A PERIOJ o~ ONE YEAR rRoM DATE CF FINAL 03SERVAT]O~ OF PROJECT. SHRUBS, VINES AND GROUNDCOVEPS Sr ALL BE GUARANTEED TO REMA HJ HEALTHY AND VIGOROUSLY GROWING FCR 60 DAYS AFTER COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD ANO FINAL 03SERVATJON REPLfC'::MENTS CONTRACTOR SHALL IMMEDIATELY REPLACE ANY AND ALL PLANT MATER:ALS WHICH. FO~ ANY REASON. DIES OR IS DAMAGED WHILE UNDER HIS CARE ALL PLANTS FOUND TO BE DEAD ANO ALL PLANTS NOT IN A VIGOROUS CONDITION ~OTED WITHIN .HE GUARANTEE PERIOD SHALL BE REPLACED WITHIN 14 JAYS OF WRITTEN NOTIFICATION SY THE LANDSCAPE ARCHITECT PLANTS USED FOR REPLACEMENT SHALL BE THE $AME KlND AND SIZE AS SPECIF lED IN THE PLAN-LIST. THEY SHALL BE FIJRNISHEJ, PLANTED AND FERTILIZED AS ORIGINALLY SPECIFIEC ALL SUCH REP_ACEMENT MATERIALS SHALL BE CUARANTEED AS SPECIFIED FOR THE ORJGINAL GUARANTEED MATERJALS. OBSERVATION~·(SlTY INSPECTOR MUST PARTICIPATE ALSO) SITE OBSERVATIJNS SHALL BE MADE BY T~E LANDSCAPE ARCHJTECT. THE CONTRACTOR SHAL_ REQUEST OBSERVATION 48 HOURS IN ADVANCE OF THE TI~E AN OBSERVATJJN IS REOU:RED OBSERVATION WILL 3E REQUIRED FOR THE FOLLOWING PARTS OF T~E WORK: 1 'NCORPORAfION OF SOIL AMENDMENT AND FERTILIZER INTO THE SOIL 2 LPON THE COMPLETION OF GRADING PRIOR TC PLANTING J APPROVAL OF SAMPLE PLANTS. 4 APPROVAL OF PLANf MATERIALS. 5 WHEN TREES .AND S"IRUBS ARE SPOTTED IN PLACE FOR PLANT I ~G. BUT BEFORE PLANTING HOL~S ARE EXCAVATED. 6. VERIFICATION OF 0 INISH GRADES 7. APPLICATION OF PRE-EMERGENCE HERBICIDE 8 WHE~ PLANTING. AND ALL OTHER INDICATED OR SPECIFIED WORK. EXCEPT T~E MAINTENANCE PERJOD. HAS BEEN COMPLETED WRITTEN APPROVAL SHAL .. I_ EST.ABL JS~ BEGINN:NG OF THE MAINTENANCE PERIOD 9. FINAL OBSERVATION AT THE COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD. THIS OBSERVATION SHALL ESTABLISH THE BEGINNING DATE FOR THE ONE-YEAR GUARAN-EE OF ALL TREES. THE CONTRACTOR DR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON THE SITE AT THE TIME OF EACH INSPECTION. IN THE EVENT THE CONTRACTOR REQUESTS OBSERVAT]ON WORK ANO SAID WORK IS SUBSTANTIALLY lNCOMPLETE, THE CONTRACTOR SHALL BE RESPONSIBLE FCR OBSERVATJON COSTS OF LANDSCAPE ARCHITECT PORTAL -□ PORTAL ACCEPTANCE. UPON COMPLETIO~ OF THE Fl'JAL OBSERVA-ION AND THE WORK OF THIS SEC-ION. THE CC~TRACTOR WJL_ BE NO"IFIED IN WRITING WHETHER THE WORK IS ACCEPTABLE OR OF ANY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE. PART 2 -PRODUCTS TOPSOIL -IMPORTED THE LANDSCAPE ARCHlfECT SHAL-DETERMINE -HE SUITABILITY OF TOPSOIL PRIOR TC LSE TOPSOIL SHALL BE -RANSPORTED FRCM THE SOURCE TO ITS FINAL POSITION UNLESS STOCKPILING IS SPECIFIED TOPSOIL SHALL BE FROM A SOURCE OUTSIDE THE LIMITS OF THE PROJECT SELECTED BY THE CONTRACTOR AND IN COMPLIANCE WITH THE REOU:REMENTS SPECIFIED HEREIN. THE LANDSCAPE ARCHITECT MAY MAKE SUCH INSPECTIONS AND PERFORM SUCH TESTS AS DEEMED NECESSARY TO DETERMINE THAT THE MATERIAL MEETS THE REQUIREMENTS TOPSOIL SHALL HAVE A FR!AB-E SANDY LOAM CHARACTER. AND BE FREE OF ROOTS. CLODS AND STONES LARGER THAN "-INCH IN GREATEST DIMENSION. POCKETS OF COARSE SA.ND, NOXIOUS WEEDS. ST! CKS, BRUSH AND OTHER L!TTER. IT SHALL NOT BE INFESTED WITH NEMATODES OR OTHER UNDESIRABLE INSECTS ANO PLANT DISEASE ORGANISMS. GRADATION LIMITS SHALL BE SA~ID. 50-80 PERCUH. CLAY 20 PERCENT MAXIMUM. AND SILT, 30 PERCENT MAXIMUM. THE SAND, CLAY AND SILT GRADATION LIMITS SHALL BE AS DEFINED IN ASTM D 422. PERMEABILITY RATE SHALL BE NOT LESS THAN 0. 5 INCHES PER HOUR NOR MORE THAN 2 INCHES PER HOUR WHEN TESTED IN ACCORDANCE WITH ASTM D 2434 OR OTHER APPROVED METHODS. TOPSOIL SHALL BE SUITABLE TO SUSTAIN THE GROWTH OF THE PLANTS SPEC'FIEO SOIL AMENDMENT SOIL AMENDMENT FOR BACKFILL MlX AND SOIL CONDITIONING SHALL CONTA'.N A SPECIAL BLEND OF ORGANJC FRACTIONS TO SUPPLY SEVERAL DEGREES OF BREAKDOWN RATE. A PORTION OF INORGANIC AMENDMENT THAT RESISTS FURTHER BREAKDOWN. A LONG-LASTJNG FORM OF IRON. PH OF 5. 5 TO 6 0, SALINITY OF 1 75. ORGANIC MATTER (DRY WEIGHT BASIS) MORE THAN 90%, NON-IONIC WETTING AGENT AND TOTAL NITROGEN CONTENT OF 0 5% ( LOAMEX, WI L-GROL I FE. FOREST HUMUS. OR APPROVED EQUAL). PLANT MATERlA_S (.QHQ ]TI()N Ac.L PLANT$ SHALL HAVE A GROWTH HABIT NORMAL TO THE SPECIES AND SHALL BE SOUND. HEALTHY. VIGOROUS AND FREE FROM INSECT PESTS. PLANT DISEASES. SUN SCALDS. FRESH BARK ABRASIONS. EXCESSIVE ABRASIONS, OR o-HER OBJECTIONABLE DISFJGUREMENTS. TREE TRU~KS SHALL BE STURDY AND WELL -~ARDENE □ OFF" ALL PLANTS SHALL rAVE NORMAL WELc.-DEYELOPED BRANCH SYSTEMS, AND VJGOROUS AND FIBROUS ROOT SYSTEMS WHICH ARE NEIT~ER ROOT NOR °'OT-BOUND ANO ARE FREE OF KINKED OR GIRDLING ROOTS. CONTAINER STOCK ( 1 GAL .. 5 GAL .. 15 GAL .. •.ND.BCJX[$} SHALL HAVE GROWN IN CONTAINERS FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINER PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH. WHEN TAKEN FROM -HE CONTAINER. SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL NO TREES WITH DAMAGED ROOTS OR BROKEN BALLS SHALL BE PLANTED PRUNING SH.ALL NOT BE DONE, PRIOR TO DELIVERY. EXCEPT BY WRI~-EN APPROVAL 8Y LAN0SCAPE ARCHI-ECT TREE~· ALL TREES SHALL BE OF THE SPECIFIED HEIGHT AND CROWN TO THE LAST DIVISION OF THE TERMINAL LEADER AND DIAMETER THE HEIG~T SHALL BE MEASURED FROM THE ROOT CROWN THE DIAMETER SHALL BE MEASLRED 6 INC~ES ( 150MM) ABOVE THE ROOT CROWN THE HEIGHT SHALL EE MEASURED FROM THE ROOT CROWN. THE HEIGHT OF PALM TREES SHALL EE MEASURED FROM THE GROUND LINE TO THE BASE OF THE GROWING BUD. THE TREE SHAL-STAND REASONABLY ERECT WITHOUT SUPPOR-. SHRUBS -SHRUBS SHALL BE OF THE SPECIFIED TYPE AND SIZE, SELECTED FROM r!GH QUALITY WELL-SHAPED NURSERY STOCK FLATTED PLANTS -GROUND COVER PLANTS A~D OTHER FLATTED PLANTS SHALL BE GROWN AND REMAIN IN -HE FLATS UNTIL TRANSPLANTED AT THE SITE. THE SOIL ANO SPACJNG OF THE PLANTS IN THE FLAT SHALL INSURE THE MINIMUM DISTURBANCE OF THE ROOT SYSTEM AT TIME OF TRANSPLANTING SOD AND STOLONS [TURF GRASS) -TURF GRASS STOLONS SHALL BE FRESH CLEAN LIVING SECTIONS OF RUNNERS OF HYBRID BERMUDA ~RASS OR HYBRID BE~T GRASS AS DESJGNATED :N THE CONTRACT DOCJMENTS THEY SHALL BE FREE OF TUR"" DI SEASE, INSECTS OR WEEDS, AND CAPABLE OF HEALTHY VIGOROUS GROWTH. FOR MECHANICAL OR HAND SPREADING, BERMUDA GRASS STOLONS SHALL BE 1 TO 4 INCHES LONG AND BENT GRASS 4 TO 8 INCHES LONG. STOLONS TO BE PLANTED IN A SLURRY MIXTURE SHALL BE SUPPLIED IN SHORTER SECTIONS AS REQUIRED. CUTTINGS -CUTTINGS SHAL~ BE FRESH STOCK CUT WITH A SHARP HAND ~aoL FROM THE STEMS OF HEALTHY VIGOROUS PLANTS OF THE S:,ECJES SPECIFIED. IF NOT OTHERWISE SPECIFIED. THE LENGTH OF CJTTINGS SHALL BE IN ACCORDANCE WITH THE BEST HORTICULTURAL PRACTICE. QUANTITIES OUANTIT!ES AND TYPES OF PLANT MATER'ALS FURNISHED AND SPACING SHALL BE AS SHOWN OR NOTED FOR EACH LOCATION AND SHALL BE OF THE SPECIES, KINDS, .~ND SIZES AS DESCRIBED ON THE DRAWINGS OUANT!TIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK SHOWN ON DRAWi NGS. lNSPE2TlON ALL PLANT MATERIALS SH~LL BE SUBJECT TO THE INSPECTION AND APPROVAL OR REJECTION OF THE LANDSCAPE ARCHITECT CR HIS REPRESENTATIVE BEFORE PLANTING. PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL OR REJECTION. AT THE PROJECT SITE AT ANY TIME DURING PROGRESS OF T~E WORK FOR FOR SIZE. VARIETY, CONDITION, LATENT DEFECTS AND INJURIES. REJECTED PLANTS SHALL BE REMOVED FROM THE PROJECT SITE IMMEDIATELY THE LANDSCAPE ARCHITECT RESERVES THE RJGHT TO INSPECT ROOT CON □ IT I ON OF ANY SPEC I ES. PARTICULARLY THOSE GROWN FROM SEED. AND IF FOUND DEFECTIVE. TO REJECT THE PLANTS RE 0 RESENTED BY THE JEFECTIVE SAMPLE AGENCY REQUIRED INSPECTIONS INSPECTION 0'" PLANT MATERIALS, RECUIRED BY CITY. COUNTY OR STATE AUTHORITIES. SHALL BE A RESPONSJBJLITY OF THE CONTRACTOR. AND WHERE NECESSARY HE SHALL HAVE SECURED PERM!-S OR CERTIFICATES PRJOR TO DELIVERY OF PLANTS TO THE SITE. SUBSTJTUTJONS (CITY INSPECTOR MUST APPROVE ALSO) SUBSTJTUTIONS WILL SUBMJTTED THAT ANY WlLL BE CONSIDERED VARJETY AND COST. ARCHITECTS WRITTEN NOT BE PERMITTED EXCEPT THAT IF PROOF JS PLANT SPECIFIED JS NOT OBTAINABLE, A PROPOS.AL FOR USE OF THE NEAREST EQUIVALENT SIZE OR ALL SUBSTITUTIONS SUBJECT TO LANDSCAPE APPROVAL. SUBSTJTUTIONS FOR THE INDICATED PLANT MATERIALS WILL BE PERMITTED, PROVIDED THE SUBSTITUTE MATERIALS ARE APPROVED IN ADVANCE OF PLANTING DATE BY THE LANDSCAPE ARCHITECT AND THE SUBSTJTUTIONS ARE MADE AT NO ADDITJONAL COST TO THE OWNER. EXCEPT FOR THE VARIATIONS SO AUTHORIZED, ALL SUBSTITUTED MATERlALS THAT ARE OF LESS VALUE THAN THOSE INDICATED OR SPECJFIED, THE CONTRACT PRICE WILL BE ADJUSTED IN ACCOFDANCE WITH THE PROVISIONS OF THE CONTRACT. BARK MULCH BARK MULCH SHALL BE "WALK ON BARK'' OR APPROVED EQUAL. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT AND CITY INSPECTOR FOR APPROVAL PRIOR TO DELIVERY. GYPSUM GYPSUM SHALL BE A COMMERCIALLY PROCESSED AND PACKAGED AGRJCULTURAL GYPSUM ( CAS04. 2H20) SUCH AS SEN FRANKLIN AGRICULTURAL GYPSUM OR APPROVED EDUAL. MULCH (FOR HAND SEEDING OF LAWN) FERTILIZER -PRE-~LANT -'2-12-12 CONT NITROGEN 12 00% AVAILIABLE PHOSPHORJC ACID 12 00% SOLUBLE POTASH 12. 00% SULFUR 15 00% CALCIUM 2 10% FERTILIZER -MAINTENANCE -16-20-0 FERTILIZER FOR MAINTENANCE SHALL BE 16-20-0 AMMON[lJM PrlOSPHATE :N A 1-'0MOGENEDUS PE_LETEO FORM ( BE'3T 16-20-0, OR .•PPROVED EOUAL.). NITROGEN 16 00% AVAILABLE PHOSPHORIC ACID 20 00% SULFUR 13 00% CALCIUM 1 60% FERTILIZER -PLANT TABS PLANT TABS SHAL_ BE TIGHTLY COMPRESSED. LONG LASTING AND SLOW-RELEASE. WEIGHT OF 5, 10 AND 21 GRAMS ( AGRJFORM 20-10-5 PLANTING TABLETS. OR APPROVED EQUAL). NI TROGE~ 20 00% AVAILABLE PHOSPHO~IC ACID 10. 00% SOLUBLE POTASH 5. 00% CALCIUM 2 60% SULFl"R 1. 60% I RON 0. 35% PLANT!NG BACKFILL AND SOJL CONDITION:NG FOR BICDING PJRPOSES ONLY (SEE SOILS TEST~··FDR'.AGRICULTIJRAL :,u. ABILITY):····-.... FOR BIDDING PURPOSES, PLANTING BACKF'.LL SHALL EE A THORJUGHLY BLENDED MIXTURE OF ON-SITE SOIL AND AMENDMENTS AT THE FDLLOWJNG MIXTURE: SOIL AME~OMENT 4 0 PARTS APPROVED ON-SITE SOIL 6. O PARTS AGRICULTURAL GYPSUM 3. D LBS. /PER CU. YD. OF !.'IX FOR BIDDING PURPOSES. TH~ RATE OF SOIL CONDITIOI\ING FOR TUR 0 AND GROUND COVER SHALL BE AS FOLLOWS. SOIL AMENDMENT 4. 0 CU YDS °'ER 1,000 SQ. FT. GvPSUM 75. 0 LBS PER 1. ODO SO FT. TREE STAKES TREE STAKES SHALL BE OF L □□G=POLE PINE THESE Si-'ALL BE ST~AIGHT SHAF'S. SHAVED ANO CUT CLEAN AND BARE OF BRANCHFS AND STUBS, OF UN:FORM THICKNESS WITH A ij[NJMUM DIAME~ER OF 2 !~CHES FREE OF LOOSE KNOTS, SPLITS DR BE~DS STAKES SHALL 8( NC LESS THA~ EIGHT (8) FEET IN LEI\GTH FOR 5 GALLO~J TREES M,D TEN ( IC) FEET IN 1 .. ENGTH FOR 15 GALLON TREES. GUYING MATERIALS GUYING MATERIALS SHALL BE AS INDICATED IN -HE DETAIL DRAWINGS TREE T:ES TREE T:Es SHALL BE BORDON CINCH-TIE OP APPROVED EQUAL PRE-EMERGENCE HERBICIDE PRE-EMERGENCE HERB IC I CE SHALL 3E SURFLAN. TREFLAN, DYM ID OR APPROVED EQUAL POST-EMERGENCE HERBICIDE POST-EMERGENCE HERBICIDE SHALL BE ROJND-UP OR EQUAL. JUTE MATTING UUTE MATTING SHALL BE OF HEMP MATERIA_ WHICH IS HEAVY JlTE MESH OF A UNIFORM PLAIN OPEN WEAVE OF U'JBLEACHEO SINGLE JUTE YEARN AVERAGING 130 POUNDS PER SPINDLE OF 14,400 YARDS. THE YARN SHALL BE OF LOOSELY TWJSTEC CONSTRLCTION ~AVING AN AVERAGE TWIST OF NOT LESS THAN 1 6 -uRNS PER INCH AND SHALL NOT VARY IN THICKNESS OF MORE THAN 1/2 :rs NORMAL DIAMETER THE JUTE MESH SHALL BE FURNISHED IN APPROXIMATELY 9C POUND ROLL STRIPS SUBMIT SAMPLE TO LANDSCAPE ARCH:TECT AND CITY INSPECTOR FOR APPROVAL PRIOR TC DEL l VERY. WOOD HEADERS ANO HARD~ARE LUMBER FOR LANDSCAPE WORK SHALL BE CONSTRUCTION HEART ROUG~ SAWN REDWOOD IN THE SIZES SPECIFIED GA_VANIZED s-EEL PIPE SHALL eE AS SPECIFJED IN IRR!GATICN SPECIFICATIONS NAILS, LAG SCREWS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED COMMERClAL QUALITY MATERJAL. MISCELLANEOUS FABRICATED METAL ITEMS SHALL BE MACE F~OM STEEL CONFORMING TO ASTM A 36 H~ADERS SHALL BE 2 X 4 INCH EXCEPT THAT TWO l X 4 INCH BOARCS. OR FOUR 1/2 X 4 ]NCH BOARDS SHALL BE SUPPc.lED FOR LAM/NATION Of-. TURNS AND CURVES. HEADER STOCK SHALL 3E SUPPLIED IN LENGTHS AT LEAST 10 FEET STAKES FOR HEADERS SHA_L BE POINTED 1 X 3 !NCI-'. AT LEAST 18 INCHES LONG JOINT SPLICING LUMBER SHALL BE l X 4 !NCH, 2 FEET LONG PART J -EXECUTJO'J INSPECTION; THE CONTRACTOR SHAL_ lNSPECT THE SITE ANO VERIFY THAT CON □ f"T IONS A.'<E READY FOR WORK THE CCNTRACTOR SHALL INSPECT ALL SIGNIFICANT FACTORS AFFECTING HIS WORK INCLUDING EXISTING UTILITIES, THE W02K OF OTHER TRADES. EXISTING IMPROVEMENTS AND PROPERTIES, EXISTING IRRIGATION LiNES. EXISTING PLANT MATERIAL. STOCK Pll.fD MATERIA_S, EXJSTJNG GRADES. EXISTING DIMENSIONS. ETC. THE CONTRACTOR SHAL_ IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT Of A~Y CISCREPANCIES. WHICH SHALL BE CORRECTED ANO RESO_VED ACCOFO[~G TO THE DIRECTION OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINldNG WORK. PROTECTION THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT ANO AVOID DAMAGE TO SPRINKLER HEACS, IRRIGATION ~INES. UNDERGFOlND UTILITIES AND OTHER IMPROVEME~TS DURING HIS GRADING AND CC~DITJONING OPERATIONS WEED I NC, BEFORE AND DURING PRELJMJNARY AND FINISH GRADING. ALL WEEJS AND GRASSES SHALL BE JUG OUT BY THE ROOTS A~D DISPOSED OF 0°F THE SITE. PERENNIAL WEEDS AND GRASSES TO BE REMOVED INCLUDE. 3UT ARE NOT LIMITEO TO. TYE FJLLOWJNG: BERMUDA GRASS. ALF AL~ A, Kl KUYU GRASS NUT GRASS. DALL l S GRASS. WATERGRASS PUIJCTURE v I NE. WIRE WE~DS, CRAB GRASSES JOHNSO!\ GRASS, MUSTARD PLANT, ST. AUGUSTINE GRASS PLANTING AREAS SHALL BE FREE OF WEEDS AND OTHER EXTRANEOUS MATERIALS TO A DEPTH OF 12 INCHES BELOW FINISH GRADE BEFORE TORSO IL WORK. WEED SPRAY FOR HYDROSEEDEO AREAS WEED ERADICATION WEEJ ERADICATlON FOR THE HYOROSEEDED AREAS. AFTER IRRIGATION INSTA~LATION BUT BEFORE PLANTING INSTALLATION. THE CONTRACTOR SHALL IRRIGATE THE HYDROSEEDED AREAS AT LEAST ONCE DAILY OVER 14 TO 21 CA_ENDAR DAYS-□ GERMINATE EXISTING WEED SEEDS ALLCW WEED SEEJS TO GROW UNTIL THEY PEACH A MAXIMUM HEIGHT OF TWO TO THREE I NCH ES ( 2" -3·). THEN, APPLY THE POS--EMERGENCE HERBICIDE PER MANUFAC-URER' S SPECIFICATIONS AND INSTRUCTIONS TEST SOIL FOR TOXINS PRIOR TO HYDROSEEDING OR PLAN-INC .. APPROXIM,ATF.L Y TWO ( 2) WEEKS AFTER APPLICATION GRAD:NG AND SOIL PREPARATJON ......... __ ,, ______ _ MOJSTURE CONTENT. THE SOI_ SHALL NOT BE WORKED WHE~ THE MOJSTU~E CON [NT IS :,0 GRE.AT THAT EXCESSJVE COMPACTION WILL OCCUR. NOR WHEN IT IS SC DRY rHAT OUST WILL FORM :N THE AIR OR THAT CLODS WILL NOT BREAK READILY WATER SHALL BE APPLIED. IF NECESSARY. TO PROVIDE IDEAL MOISTURE CONTENT FOR -ILLING AND FCR PLANTING HEREIN SPECIFIED. IF THE MO!STURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEVEL THAT WORKrnG IT WOULD DESTROY SOJL STRUCTURE, SPREADING ANO GRADING OPERATIONS SHALL 3E SUSPENDED UNTIL THE MOISTURE CONTENT IS INCREASED OR REDUCED TO ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED. TOPSOIL PREPARATION ANO CONDITJONJNG: UNLESS OTHERWISE SPECIFIED ON THE PLANS. EXISTING ON-SITE SOIL SHALL BE USED. Wl-'EN IMPORTED TOPSOIL :s SPECIFIED. THE THICK~ESS OF IMPORTED TOPSOIL SHALL BE SHOWN ON -HE PLANS, OR IF NOT s~ow, SHALL BE 6 I NC HES TH I CK. THE EXISTING SOIL BELCW SUBGRADE =op lMPORTEO TOPSOIL SHALL BE SCARIFIED TO A DEPTH CF 6 INCHES PRIOR TO SPREADING TOPSOIL. ON-SITE TOPSOIL SHALL BE SCARI~IED ANO CUL-IVATEO TO A FINELY DIVIDED CONDITION TO A CEPT OF 8 INCHES MINIMUM BELOW FINISH GRADE DURING THIS OPERATION. ALL STONES OVER 1 INCH IN GREATEST DlMENSION SHALL BE REMOVED PRELIMINARY GRADING: PRELIMINARY GRADING SHALL BE DONE IN SUCH A MANNER AS TO ANTICIPATE THE FINISH GRADING. EXCESS SOIL SHALL BE REMOVED OR REDISTRIBUTED BEFORE APPLICATION OF FERTILIZER AND MULCH WHERE SOIL IS TO BE REPLACED BY PLANTS AND MULCH, ALLOWANCE SHALL BE ~ADE SO THAT WHEN FINISH GRADING HAS BEGUN, THERE SHALL BE NO DEFICIENCY IN THE SPECIFIED DEPTH OF MULCHED Pc.ANTING BEDS. MOUNDS, BERMS: MOUNDS, WHEN DESIG~ATED ON THE PLAN, SHALL BE INSTALLED l6.Tf.lE SATISFACTION OF THE LANDSCAPE ARCHITECT. MOUNDS S~ALL BE CONSTRUCTED TO ACHIEVE A SMOOTH AND UNIFORM EFFECT WITHOUT ABRUPT CHANGES IN GRADE. OPTIMUM SLOPE OF MOUNDS IS 5 1 MAXIMUM SLOPE OF MOUNDS IS 3 I ROUND TOP AND BOTTOM OF MOUND S~OPES. MOUNDS IN LAWN AREAS SHAL_ SE GRADED IN SUCH A MAN~ER THAT THEY MAY EASILY BE MOWED. F=RTILIZING AND SOIL CONDITIONING THE PLANT:NG AREA SHALL BE BROUGHT TO PREI..IMINAR\"·cRADE BEFDRc SPREADJNG THE FERTILIZERS OR CONJITIONJNG MATERIALS SPECIFIED FERTILIZING AND CONDITIONING MATERIA_S SHALL BE MECHANICALLY SPREAD AT A UNIFORM RATE. THE OUA'JT]TIES OF MA-ERIALS NECESSARY ~OR THE PLANT:NG AREA SHALL BE AT THE SITE AND SHALL BE VERIFIED 3Y JELIVERv TcCKETS FURNISHED TO THE LANDSCAPE ARCHITECT BEFORE SPR~AD I NG. TIL_ JN SOIL CONDITIONING MATERIALS TO A DEPTH OF 6 TO 8 INCHES AND IRR!GATE -HOROUGHLY AFTER APPLICATION WITH 4 TO 6 INCHES OF WATER USING INTERMITTENT PONDING (LEACHING). ¥ Wiley Group Lt1ndH-ap• _--,.~hHH. ·~•. Kim Ruy W,I~','. A.'.:-i.L.A M&' Na~a.o Ra '.,te 102-103 l_nnli~,.(lp~ Arch1t~c\ 'Son Dil?ge:. CA 92119 619/~9~, 2522 CA I I(: fl lfll',9 ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ON,Y APPROVED. ENGINEERING PLAN CHECKER DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" NAME DATE TITLE: REVIEWED BY: 1-1--_-_-_--t_;_-_-_-_--f+------~-.-__ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ ---f__,_-_·······_····_ ..... ······-·-·. ----+-----f I SH5ET II CITY OF CARLSBAD .Ir SHfss I -.. ··-·-··-.----~==:.'·====='::::LA::::"="'::::NG=DE::::PA::::RT::::"::::'"::::'=====· -'=====; .. ---------------+----+---.,,_, ---+-----.I \)11~~ ---MADE GOLF TAYLOR MULCH SHALL BE COMMERCIALLY BLENDED ORGANIC TOP DRESSING WITH NITROGEN ADDED SUCH AS KELLOGG TOPPER, LBR TURF SPREAD OR APPROVED EQUAL. FERTILIZER -PRE-PLANT 12-12-12 ~~✓-tll1l' ~::,,,,,.-~--+---+------··---------te-----+----+----+ .. ___ CARLSBAD RESEARCH CENTER i /; ~ w a/i . tt---. :._-_-_-_-_-:._-_-_-_-_-_-_-_-_-_-_-_-_-_· _·. -_-.---.. ~~~~~~~~::~~~~::~~~~::~~~~::~~~---, ~~;;::::===C=A=R;;L~~~B;:~::::-~;;;:·-'·=··=C=A=Ll=F=O=R=N=IA=====~ I , --,·,r •· _•P-PRO_V_ED_, --'"'-/_..P:,,/4'..L'-:,./"/;t/ ----~&_J'()_C,7 #' :":iv\\.-;: ---·+----+-------··-······· ---------------------------;y •tf.,k'__ 1-,, --z_ FERT IL I ZER FOR PRE-PLANT I NG SHALL BE A HOMOGENOUS PELLETED FORM ~~ r-~ ASSISTANT PLANNING DIRECTOli'" DATE CONTAlNlNG EQUAL AMOUNTS OF NITROGEN, PHOSPHOROUS, AND POTASH ~, '--➔----1 .... ---------------,1----1-----'---,I----I ~=:::::::=:::::::::::::::::::::~::::::::::::::::=::======:;-;=:::::::::::::::==~ PLUS SULFUR AND CALCIUM. ( BEST TRIPLE TWELVE 12-12-12, OR ..,.£fCA\.\ ';..i DATE INITIAL DATE IN'TIAL DATE INITIAL OWN SY: ----PROJECT NO. DRAWING NO. APPROVED EQUAL). REVISION DESCRIPTION CHKD BY:----MS 96-09 352-3M OTHER APPROVAL CITY APPROVAL RVWD BY. ENGINEER OF WORK C.M.W.D. JOB NO. 96-244 ---------- FERTILIZER -PPE-PLANT 12-12-12 SHALL BE APPL[EO AT THE RATE OF 20 PCUNDS PER l, 000 SQUARE FEET. AFTER LEACH I r,G (ABOVE), APPLY THE PRE-PLANT FERTILIZER A~O TILL IN TO A DEPTH OF 6 TJ 8 INCHES AND IRRIGATE THOROUGHLY AFTER APPLICATION WITH 2 TO 4 INCHES OF WATER USING INTERMITTENT PCNDING -HE THOROUGHNESS AND COMPLETENESS OF THE CULTIVATING ANJ INCORPORATION OF THE SOIL CON □:TIONERS/AMENDij~NTS SHALL BE ACCEPTABLE TO T'-IE LANDSCAPE ARCHITE 1:T SLOPES 2: 1 AND STEEPER. OR AS PER THE DRAW[NGS. OM[T SOIL CONDITIONER APPLICATION AND ~ILL ING F[N[SH GRADE AFTER FERTILIZING AND CONDIT[ON[~G. THE SOIL SHALL ---BE WATERED AND ALLOWED TO SETTLE T:) PROVIDE A STABLE SURFACE, NOT OVERLY CENSIFIED TO THE EXTENT THAT IT WILL PREVENT AERATION AND WATER INFILTRATION AFTER THE 50]_ HAS OR:E □ OUT TO A WJRKABLE CONDIT I CN, THE ~LANT I NG AREAS SHALc.. BE RECRADED. RAKED. AND SMOOTHED TO THE REQUIRED GRACES •ND CONTOURS -HE FI~ I SH GRAclE SHALL BE SMCOTH. UN I FORM, MJD FREE OF ABRUPT GRADE CHANGES AND DEPRESSIONS TO ENSURE SURFACE DRA[NAGE. THE FINISHED GRADE BELOW ADJACENT PAVING, CURBS OR HEADERS SHALL BE I INC~ IN LAWN AREAS AND 2 INCHES IN SHRUB OR GROUND CJVER AREAS. FINAL FINISH GRADES SHALL INSlPE POS[TIVE DRAINAGE OF THE SITE WITH ALL SLRFACE DRAINAGE AWAY FROM BJILDINGS, WALLS, ANO TOWARD ROADWAlS, DR.AINS A\JD CA-CH BASINS. UNLESS OT~ERWISE JESIGNATEO. PLANTING SU~FACES SHALL BE GRADED WI TH NO LESS THAN 2 PERCENT SURFACE SLOP~ ( 1/4" Pf.R FOOT) FOR P:)SJTIVE DRAINAGE FINISH SURFACES SHALL BE CLEAN AND SUITABLE FOR PLANTING FINAL GRADES SHALL BE ACCEPTABLE TO THE LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN PLANT:NG GENERAL THE TYPES, SIZES AND QUANTITIES OF PLANT MATERI.ALS ,;HALL BE AS CALLEO "OR lfJ 'HE PLAl\5 AND s~ECIFICATIONS ALL PLAN 7 S WILL BE INSPECTED PRIOR TO PLANTING. :NCLUDING PLANTS PREVIOUSLY APPRCVED AT THE NURSERY THE CONTRAC-:)R SHALL BE RESP:)NS IBLE FCR THE C:)ND IT I ON OF ALL PL ANTS, PLANTED OR OTHERW: SE, UNTIL ACCEPTANCE. PLAN-I NG SHALL BE PC:RFORMEO IV I TH MA TERI AL S, EOU I PMENT, AND PROCEDURES FAVORABLE TO THE OPTIMUM GROWTH OF THE PLANTS AND IN C:)MPLIANCE WlfH THESE PR:)CEDURES C:XCEPT AS NOTED FOR s~ECIMEN PLANTING, ALL ~LANTING SHALL FOLLOW THE COMPLET[ON OF IRRIGATION svSTEM. TIME OF PLANTING: NO PLANTING, EXCLUDING SPECIMEN PLANTING, ~HALL BE DONE LNTIL Ale :)PERA-IONS IN CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING A~EAS HAVE BEEN PRO~ERLY GRADED AND PREPARED AS HEREIN SPEC I, IED, AND THE WORK APPqOVEO 9v THE LANDSCAPE ARCHITECT CR HIS REPRESEN-ATIVE. PLANT PROTECTION AND STORAGE: -HE CONTRACTOR SHALL KEEP ALL PLMH MATERIALDE'LIVER'f'.D 'fi5-THE SITE I~ A HEALTHY CONDITION FOR PLANTING. PLANTS SHALL NOT BE ALLOWED TO DRY OUT. BARE ROOT STOCK SHALL BE SEPARATED AND ''HEELED IN" MOIST EARTH OR OTHER SUITABLE MATERIAL BALLED AND BURLAPPED PLANTS SHALL HAVE THE ROOT BALL COVERED WITH M:)[ST SAWDUST, WOOD CHIPS, OR OTHER AP~R:)VED MATERIAL LAYOUT AND PLANT LCCATION DETAILED LAYOUT WITHIN THE PLANTING AREAS ~HALL BE PERFORMED BY THE CONTRACTOR AND APPROVED BY T~E LANDSCAPE ARCHITECT FRIOR TO PLAN71NG THE LAYOUT OF LOCATIONS FOR PLANTS IN PLACE AND OUTLINES OF GROUNDCOVER TO BE PLANTEC SHALL BE APPROVED ON THE SITE BY THE LANCSCAPE ARCHITECT, PRIOR TO THEIR PLANTING. ALL SUCH LOCATIONS SHALL BC: 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 PLANTING AREAS. OTHER LOCATIONS FOR -HE PLANTING MAY BE SELECTED BY THE LANDSCAPE ARCHITECT. DAMAGE TO EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE FIRST ROW OF PLANTS IN AREAS DESIGNATED FOR CENTER -o CENTER SPACING OF PLANTS S~ALL BE LOCATED AT ONE-HALF OF JESIGNATED SPACING =ROM THE EDGE OF THE AREA. SPECIMEN PLANTING SPECIMEN PLANTS IN BOXES 24 INCHES AND LARGER SHALL BE PLANTED BEFORE INSTALLATION OF LATERAL IR~IGAT:ON LINES !RR!GATICN LINES CONFLICTING WITH SPECIMEN PLANT LOCATIONS SHALL BE RE-ROJTED T:) CLEAR THE ROOT BALL. PLANTING TREES. SHRUBS AND VINES PLANTING HOLES SHALL BE APPROXIMATELY SQUARE WITH VERTICAL SIDES TWICE THE WIDTH ANO NO DEEPER THAN THE DEPT~ OF THE PLANT CONTAINER OR BALL ( 2X CONTAINER DEPTH FOR DEEP WATERING DEVICE OR BREATHER TUBE), ANO SHALL BE WIDER IF NECESSARY TO PERMIT HANDLING AND PLANTING WITHOUT INJURY OR BREAKAGE OF THE ROOT BALL OR ROOT SYSTEM ANY PLANT WITH A BROKEN OR CRACKED ROOT BALL BEFORE OR DURING PLANTING SHALL NOT BE PLANTED. CONTAINERS SHALL BE OPENED PLANT ROOT IS NOT INJURED LOOSENED OR CUT BACK AFTER HOLE. AND REMOVED IN SUCH A MANNER THAT T~E BALLED PLANT WRAPPINGS SHALL BE PLANT IS POSITIONED IN THE PLANTING INSPECT ROOTS PRIOR TO PLANTING. ALL CIRCLING ROOTS SHA_~ BE CUT OR OPENED UP AND THE FOUR SIDES OF THE ROOT BALL CJT APPROXIMATELY 1/4 OF AN INCH. ALL PLANTING HOLES SHALL BE BACKFILLED WITH A PREPARED SOIL M[X. AFTER Pc ANT I NG, THE PLANT SHALL BE PLUMB, WI TH THE ROOT CROWN SLIGHTLY HIGHER ( J'' SHRUBS. 2" TREES) OR AT ITS NATURAL GROWING DEPTH WITH RESPECT TO F[NISH GRADE. PLANTING SHALL BE GOVERNED BY THE FOLL:)W]NG REQUIREMENTS 1 DIG PLANTING HOLE (PER ABOVE) 2 X WIDTH AND 1 X DEPTH OF THE PLANT ROOT BALL OR CONTAINER 2. THE PLANT SHALL BE SET APPROXIMATELY AT THE CENTER OF THE HOLE 3. PREPAREO SOIL MIX (PLANTING BACKF[LL) SHALL BE DEPOSITED AROUND THE PLANT IN THE REMAINDER OF THE HOLE TO FINISH GRADE, WITH FERTILIZER -PLANT TABS PLACED AT MID-DEPTH. 4. THE BACKFILL MAX SHALL BE THOR:)UGHLY WATER-SETTLED ANO ADDITIONAL PREPARED sr:,11. MIX AJDED -::i FILL ANY REMAINING VOID BELOW FINISH GRADE 5 A CIRCULAR WATERING BASIN S~IGHTLY LARGER THAN THE PLAN-ING HOLE. 4 INCHES HIGH, SHALL BE _EFT AROUND THE PLANT THE BOTTOM OF THE BASIN SHALL BE AT APPROXIMATE FIN[SH GRADE OR SLIGH-LY LOWER MULC'-1 SHAI.L 8t SPREAD AT LEAST 3 INC~ES DE~P IN THE BASIN 6 THE PLANT SHALL BE GUYED AND STAKED AS SFECIFIEJ 7 THE A~EA AROUND THE PLANTS SHALL BE REGRADED TO FINISH GRADE. THE EXCESS SOIL SHALL BE Drs~osED OF BY THE CONTRACTOR. 8. ALL P~ANTS SHALL BE THOROUGHLY WATERED [N TO THE FULL DEPTH OF EACH PLANTING HOLE 11/MEDIATE_Y AFTER PLANTING. PLANTING OF VINES ···------- ALL VINES SHALL BE REMCVED FR'.)M STAKE:$, urHJED. AND SECURELY FASTENED IN AN APPROVEC MANNER TO WALL. FENCE, OR OTHER SURFACE NEXT TO WHICH '.HEY ARE PLANTED PREPARED BACKFlLL ALL SOIL BACKFII_L IN FITS FOR TREES, SHRUBS, VINES AND FOR PLA~TER BOXES SHALL BE A PREPARED SOIL AS SPECIFIED THE PREPARED SOIL SHALL BE MIXED IN AN ACCURATELY PR:)PORTIONEO MEASLRING CONTAINER SIJCH AS A WHEELBARROW MIXING THE BACKF'LL MIX CLTSIJE OF A C:)NTAINER OR ON OPEN GROUND ADJACENT TO PLANT PITS IS NOT ACCEPTABLE. LNUSED EXCAVATED SO[L SHALL BE CLEANED UP ANO □ISPOSEJ :)F OFF-SITE. PLANTING TABLETS PLANTING TABLETS SHALL BE PLACED IN MID-DEPTH IN EACH PLANTING HOLE AT THE •□LL:)WiNG RATE 1-5 GRAM TA8_ET PER Ll~ER AND FLAT SIZE PLANT 1-21 GRAM TABLET PER GALLO~ CONTAINER 3-21 GRAM TABLETS PER 5 GALLON CO~TAINER 4-21 GRAM TABLETS PER 15 GALLON CONTAINER. 1-21 GRAM TABLET PER EACH 4 INCH OF BOX SIZE. PLANTING OF GROUND COVERS ALL GROUND COVER PLANTS SHALL BE EVEN,_ Y SPACED TO PRODUCE A UNIFOR~ EFFECT AND STAGGERED IN ROWS AT THE INTERVALS INDICATED ON THE DRAWINGS. PLANTS SHALL BE MULCHED AS SPECIFIED AND WATERED IMMEDIATELY AFTER PLA~TING OPERATIONS ARE COMPLETED. ANO SOIL S~ALL BE KEPT CONTINUAL,l.Y MOIST 3Y WATERING AS OFTEN AS REQUIRED MULCHING AND FIRST WATERING SHALL BE CONE IN CONJUNCTION WITH THE PLANTING BUT NOT LATER THAN THE SAME DAY THE PLANTS ARE PLA~TED THE GROUNDCOVER PLANTS SHALL BE PLANTED SUFFICIENTLY DEEP TO COVER ALL ROOTS AND A 5 GRAM PLANTING TABLET SHALL BE PLACED IN EACH PLANTING HOLE AND SHALL BE [MMEJIATELY SPRINKLED AFTER PLANTING LNTIL THE EN-IRE AREA IS SOAKED TO "HE FULL DEPTH OF ALL HOLES. THE GROUNDCOVER P~ANTING AREAS SHALL BE HAND SMOOTHED AFTER PLANT:NG TO PROVIDE MJ EVEN, SMOOTH FINAL FIN:SH GRADE. PLANT STAKING ANJ GUYING ALL -REES. 15 G.• LON AND SMALLER, SHALL BE STAKED WITH TWO WOOJ STAKES THE ST.•'<ES SHALL BE DRIVEf._ IN PLUMB--ANO SECU-RE.· SPECIAL CARE SHALL BE T.•~EN THAT THE DR!V]f._G IN OF THE STAKES DOES NOT DAMAGE THE TREE ROOTS OR ROOT BALL TREE TIES SHALL BE FASTENED T:) EACH TREE AND STA~E B~ LOOPING FIGURE 8' S w:TH THE INSIDE DIAMETER OF THE TIE AT 2 OR 3 TIMES THE DIAMETER OF T~E TREE AND BY NAILING THE BACK OF THE -IE TO THE STAK~ (SEE DETAILED JRAWINGS.) ALL TREES TO BE GUYEJ SHALL BE 24" BOX AND LARGER AS DESIGNATED . _" __ _ ON THE PLANS. ( SEE DETAILED DRAWINGS.) THE STAK:NG AND GUYING SHALL BE ACCOMPLISHED IN SUCH A MANNER AS TO INSURE THE PROPE~ AND HEALTHY GROWTH AND THE SAFETY OF THE PLANTS, PROPERTY. A~D THE PUBLiC. P"!UNING P~UNJNG AFTER PLANTING SHALL BE REOllRED :)NALL TREES, SHRUBS. A'JD VINES WHEN ~ECESSARY T:) PROVIDE T~E SPECIFIED OR APPROVED STANDARD SHAPES, FORM AND/:)R S[ZES CHARACTERISTIC TO EACH PLANT PRUNING MAY [NCLUDE THINNING, -::ipp]r,,G, AND/:)R CUTTING ANO SHALL BE UNDER THE DIRECTION :)F THE l,ANOSCAFE ARCHITECT. CUTS OVER 3/4 INCH IN DIAMETER SHALL BE PAINTED WI-HAN APPROVED TREE SEALANT. LAW'J PLANTING G'::NERAL: Bf.FORE PLP,NT I NG LAWN, ALL SPECIF I !::D SO IL PREPARATION AND FINE GRADING SHALL BE COMPLETED. PRJ:)R TO PLANTING OF LAWN, THE AREAS SHALL BE FINISH GRADED SMOOTH WITH A UNIFORM :;RADE BETWEEN WALK, CURBS, STEPS AND BU[_DJNGS THE CONTRACTOR SHALL :)BTAIN APPROVAL OF FINISH GRADES PRIOR TO PLANTING OF I.AWN SEE) LAWN PLANTING MAY BE ACCOMPL[SHED BY DRY METHOD OR HYDROSEEDING. SEEDINC SHALL NOT BE PERFORMED WHEN THE WIND VEL:)CJTY EXCEEDS 5 MILES PER H:)UR OR IS DETRIMENTAL TO THE UNl~ORM DISTR[BUTION :)F THE SEED. DRY SEEDING LAWN ------- THE AREA TO BE SEEDED SHALL BE LIGHTLY RAKED TO PROVIDE A SEED BED THE REQUIRED SEED MIXTURE SHALL BE SCWN UNIFORMLY AT THE SPECIFIED RATE SEEDING SHALL BE DONE IN TWO OPERATIONS WITH THE SPREADER SET TO SOW ONE-HALF THE SPECIFIED AMOUNT :N EACH OPERATION. THE SECOND SOWING SHALL 8E AT RIGHT ANGLES TO THE FIRST. AFTER SOWING, THE AREA SHALL BE EVENLY COVERED WITH AN APPROVED MULCrl, AT THE RATE OF ONE CUBIC F:)OT :)F MULCH PER ONE HUNDRED SDUA'lE FEET THE LAWN AREA SHALL BE WATERED IN A MANNER SO AS TO NOT TO CAUSE SURFACE EROSION. NEWLY SEEDED SURFACES SHALL BE KEPT MOIST CONTINUOUSLY THROUGHOUT THE GERMINA-ION PERIOD RE-SEEDING OF BARE AREAS SHALL BE DONE THIRTY (30) DAYS AFTER INIT[AL APPLICATION. HYDROSEEDING LAW!\ AND OTHER GROUND COV!;R$ HYDROSEEDING SHALL BE AP?LIEO IN THE AREAS INDICATED ON THE DRAWINGS ANO AS FER MIX CALLED FOR. THE SEED, FERT[LlZER, FIBER Nm OTHER M.~TERIALS IN THE SLlRRY MIXTURE SHALL BE AS SPECl~IED. ALL MATERIALS SHALL BE OF SUCH CHARACTER THAT THEY WILL JISPERSE INTO A UNIF:)RM SLURRY WHEN MIXEJ WITH WATER. THE MIXTURE SHALL BE SUCH THAT AN ABSORBENT POROUS MAT WILL BE FOPMEJ. ALL MATERIALS MUST BE AVAILABLE FOR INSPECTION PRIOR TO APP_JCATION WEIGHTS AND CONTENTS OF CONTAINERS SHALL BE CLEARLY IDENTIFIED A GREEN COLORING ADDITIVE SHALL BE USED IN THE SLURRY FOR VISUAL INSPECTION PURPOSES. THE SLURRY SHALL BE APP_JED UNDER PRESSURE AT THE SPEC[FIED RATES AREAS TO BE PLANTED BY Trl!S METHOD SHALL BE MOISTENED TO A DEPTH OF 6 INCHES BUT SHALL NOT BE SURFACE WET AT THE TIME OF APPLICATION. THE SLURRY ?_ANTED AREAS SHALL BE KEP-MOIST DURING THE GERMHMTION PERIOD, BUT PUDDLING SHALL BE AVOIDED SPECIAL CARE SHOULD BE EXERCISED BY THE CONTRACTOR :N PREVENTING ANY OF THE SLURRY BEING SPRAYED INSIDE ANY RESERVOIR BASIN OR ONTO CONCRETE DRAINAGE DITCHES AND CHANNELS WHICH MAY IMPEDE THE FREE FLOW OF RAIN OR IRRIGATION WATER. ANY SLURRY SPILLED INTO RESTRICTED AREAS SHALL BE CLEANED UP AT THE C:)NTRAC-◊R' S EXPENSE TO THE SATISFACTION :)F THE LANDSCAPE ARCHITECT OR OWNER. HYDROSEED AREAS SHALL BE KEPT MOIST AT ALL TIMES FOR 20-24 CAYS AFTER PLANTlNG :)R UNTIL THE NEW GROWTH OF THE P_ANTS ARE SUFFICIC:NTLY WELL ESTABLISHED AS PER LANDSCAPE ARCHITECT'S APPROVA_ rYDROSEEDED AREAS SHALL BE PROTECTED AGAINST FOOT TRAFFIC ANO OTHER USE IMMEDIATELY AFTER HYDRO-SEEDING IS COMPLETED BY PLACING WARNING SIGNS AND TEMPORARY TWINE AND FLAGGING AROUND THE AREAS RE-HYDR:)SEEDING OF BARE AREAS SHALL BE DONE THIRTY (JO) DAYS AFTER t'NITIAL APPLICATION WEED SPRAY, WEED REMOVAL, ANJ RE-HYOROSEECING JF AREAS OF EXCESSIVE WEED GROWTH SHALL BE DONE THIRTY (30) DAYS AFTER INITIAL APPLICATJ:)N. HYDROSEED MATERIALS F[BER MU~CH 2,000.0 LBS/ACRE FERTILIZER ( 16-20-0) 300. 0 LBS/ACRE BINDER !LOO LBS/ACRE STOLONS/SEEDS. (AS SFECIFIED ON PLANS) SOD LAWN Pc.ANTING THE TYPE AND THICKNESS OF SOD AND THE AREAS TO BE SODDED SHALL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. SUBGRADE F:)R SOD SHALL BE THE SPEC!FlEO TH[CKNESS OF THE 5:)0 BELOW FINISH GRADES. SOIL CONDJTION;NG AND FINE GRADING SHALL BE COMPLETED BEc:)RE SODDING. NO HEAVY EOU[PMENT SHALL OPERATE OVER -HE SUBGRADE AFTER GRADING IS COMPLETED. -HE SLBGRADE SHALL BE MCIST BUT NOT WET WHEN SOD IS LAID SOD SHALL BE LAID WITH CLOSELY FITTED J:)JNTS. A~D THE ENDS OF THE STRIPS SHALL BE STAGGERED. OPENINGS SHALL BE PLUGGED WITH SOD OR TOPSOIL. WITH [ N TWO HOURS AFTER 1 NST ALL I NG S:)D AND BEFORE ROLL I NG, 'HE SOD SHALL BE LIGHTLY IRR'GATED. ALL SEAMS AND JOINTS SHALL THEN BE ROLLED ~NTIL THE SOD IS WELL BONDED TO THE SUBGRADE THE AREA SHALL THEN BE WATERED THORDUCHLY TO PENETRATE THE SUB-SOIL AT LEAST 8 INCHES WATERING SHALL BE REPEATED AS NECESSARY TO KEEP THE SOD MOIST UNTIL ROOTED INTO THE SUBGRADE SODDED AREAS SHALL BE RR:)TECTED AGAINST FOOT TRAFFIC UNTIL THE SOD IS WELL ESTABLISHED. RE-SODDING: SODDED AREAS WHICH DO NOT SHOW A PROMPT CATCH OF GRASS WITHIN TEN ( 10) DAYS AFTER INSTALLATION SHALL BE RE-SODDED UNTIL AN ACCEPTABLE STANO OF GRASS IS ASSURED. WATERING ALL SEEDED AND PLANTED AREAS SHALL BE KEPT MO[ST DURING THE ESTABLISHMENT PERIOD. AREAS CONTAINING ICE PLANTS SHALL BE MAINTAINED IN A BARELY MO:ST CONDITION TO A DERTH OF I INCH BELOW THE PLANTED ROOT DEPTH. WHEN A PERMANENT IRRIGATION SYSTEM IS NOT AVAILABLE. THE CONTRACTOR SHALL PROVIDE WHATEVER TEMPORARv SYSTEM JS NECESSARY TO PROVIDE ADEQUATE WATERING DURING THE ESTABLISHMENT PERIOD WITHOUT EROSION DETRIMENTAL TO THE PLANTING. HERBICIDE APPLICATION PRE-EMERGENCE HERBICIDE SHALL BE APPLIED TO GROUND COVER AREAS ONLv ANO IN ACC:)RDANCE WITH MANUFACTURER'S SPECIFICATIONS. DO NOT APPLl IN LAWN AREAS LANDSCAPE ARCHITECT SHALL BE NOTIFIED AND PRESENT AT THE TIME OF APPLICATION. HERB[CIDE SHALc.. BE APPLIED BY AN HERBICIDE APPLICATOR LICENSED BY THE STATE OF CAL; FORNI A. HEADER INSTALLATION HEADERS SHALL BE INSTALLED AT THE LOCATIONS AND GRADES SHOWN ON THE RLAN PRIOR TO PLANTING STAKES SHALL BE LOCATED AT SPLICES, C:)RNERS AND AT INTERVALS NOT TO EXCEED FIVE (5) FEET AND DRIVEN 1-1/2" BELOW THE TOP OF THE HEADER. SPLICE PLATES SHALL BE USED AT BUTT JOINTS HEADERS SHALL BE NAILED TO STAKES W[TH TWO (2) NAILS, CLINCHED 1/2 INCH. SPLiCE PLATES SHALL BE CENTERED ON THE JOINT AND NAILED TO EACH HEADER WITH FOUR ( 4) 100 BOX NAILS. CLEAN-UR CLEAN-UP SHALL BE MADE AS EACH PORTION OF WORK PROGRESSES FINAL OBSERVATION ~RIOR T:) ACCEPTANCE THE CONTRACT:)R SHA_L REQUEST A FINAL INSPEC-iON TO BEGIN THE PLANT ESTABLISHMENT PERIOD AFTER ALL PLANTING AND RELATED WORK HAVE BEEN COMPLETE] IN ACCORDANCE WITH THE CONTRACT DOCUMENTS A ''PUNCH LIST" W[LL 3E DEVELOPED EY THE OWNER AND LANDSCAPE ARCHITECT AT THIS TIME. ANY ITEMS DEEMED NOT ACCEPTABLE BY THE LANDSCAPE ARCHITECT OR :)WNER SHALL BE REWORKED TO -HE COMPLETE SAT:SFACTION CF LANDSCAPE ARCHITECT AND OWNER. MAINTENANCE PERIQ_Q{PLANT ESTABLISHMEf.lT PERIOD) AFTER PLANTING IS COMPLETED, A FIELD NOTIFICATION WILL BE ISSUED TO THE CONTRACTOR TO ESTABLISH THE lFFECTIVE BEGINNING DATE OF THE PLANT ESTABLISHMENT PERIOD. THE PLANT ESTABLISHMENT PE~IOD SHALL BE FOR .~ PERIOD OF 30 CALENDAR DAYS AND S~U,LL BE EXT':NDED BY HE LANCSCAPE A~CHITECT :F T~E-~LANTED AREAS ARE IMPROP':RLY MA[NTAINED. APPRECIABLE PLANT REPLACEMENT IS REQUIRED, OR OTHER CORRECTIVE WORK BE::)MES NECESSARY THE CONTRACTOR SHAL_ BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE WORK AT NO CHANGE IN CONTRACT PRICE UNT:L ALL CF THE WORK IS C:)MPLETED ANO ACCEPTABLE THE CONTRACTOR SHALL C:)NTINUOUSLY MAINTAIN ALL AREAS INCLUDED IN THE CONTRACT DURING THE PROGRESS OF THE WORK, 'HE MAINTENANCE PER I OD, AND LINT! L FI ~AL ACCEPTANCE OF THE WORK. AFTER ALL WORK INDICATED ON THE CRAWINGS :)R HEREIN SPECIFIED. INCLUDING ALL PLANTING AND SEEDING. HAS BEEN COMPLETED, INSPECTED. AND APPROVED BY THE ~ANDSCAPE ARCHITECT OR HIS REPRESENTATIVE, T~E CONTRACTOR SHALL MAINTAIN ALL PLANTE) AREAS BY MEANS OF CCINT[NUOUS WATERING WEEDING. CULT(VAT!NC;, SPRAYING, MULCHING, T'l!MMING, EDGING, AND/DR ANY OPERATIONS 'JECESSARY FOR THEIR CARE AND UPKEEP. FOR A PERIOD OF NOT LESS THA~ THIRTY (30) CALENDAR DAYS, EXCEPT THAT THE YAINTENANCE PERIOD $HALL BE EXTENDED TCI INCLUDE THE TIME NECESSARY TO MEE--HE REOUIREMENTS FOR C:)MPLE-'ON OF THE MAINTENANCE PERICO HEREINAFTER SPECIFIED ALL PLANTED AREAS SHALL BE KEPT FREE OF D~3R IS, AND SHALL BE CULTIVATED AND WEEDED AT NOT MORE THAN TE\J ( IO) DAY [NTERV.•LS ALL PLAN-S FOUNC TO BE DEAD OP IN AN IMPAIRED CONOTT[ON SHALL BE REPLACED IMMED[ATELY ANY REOU:REO PRlNING OF ~LANTS WILL BE DESIGNATED BY THE LANDSCAPE ARCH[TECT AT T~E START OF THE PLANT ES-ABLISHI/ENT PERIOD AND THE CONTRACTOR SHALL PERFORM THE PRUN:NG AS PART OF THE PLAN-ESTABLISHMENT W:)RK THE FIRS-MOWING :)F COOL SEASON AND MIXED VARIET• LAWN AREAS SHALL BE PERFORMED WHEN THE GRASS [S 2-1/2 INCHES H:GH AND SHAL~ BE REPEATED AS OFTEN AS [S NECESSARY TO MAINTAIN THE LAWN AT A HEIGHT OF 2 INCHES IN NO CASE SHALL fH[ LAWN BE CUT LOWER THAN 1-1/2 INCHES IN HEIGHT. ~YBRID BERMUDA LAWN AREAS SHOULD BE MOWED AS LOW AS P:)SS[BLE WITHOUT "SCALPING" OR CAUSING :)THER DAMAGE TO THE LAWN OR IRRIGATION EOJIPMENT rYBRID BERMUDA MOWING HEIGHT MAY VARY AND SHALL BE APPROVED BY TrE LANDSCAPE ARCHITECT THE C:)NTRACTOR SHALL BE REs~oNS:BLE FCR MAINTAINING ADEQUATE PROTECTION OF THE AREAS. DAMAGES AREAS SHA_L BE REPAIRED IMMEDIATELY AT THE CONTRACTCR' S ':XPENSE. WHEN NECESSARY TO PREVENT PLANT DAMAGE FROM PEJC:STRIAN TRAFFIC DURING THE INITIAL GROWING STAGE, THE CCNTRACTJ~ SHALL ERECT TEMPORARY PROTECTIVE FENCING TO BE REMOVED AT THE END OF THE PLANT ESTABLISHMENT PERIOD ALL PLANTED AREAS SHALL RECEIVE FERTILIZER APPLICATION OF SIX (6) POUNDS PER 1,000 SQUARE FEET OF AMMONIUM PHOSPHATE TWENTY-EIGHT (26) JAYS FOLLOWING BEGINNING :)F MAINTENANCE AND SHALL BE THOROUGHLY WA~ERED IN SPECIAL CARE SHALL BE TAKEN T:) PREVENT WATER SPRAY ON WINDOWS, BUILDING WALLS, RAV[NG, AND AUTOMOBILES. ALL PAVED AREAS SHALL BE KEPT CONT I NUOUSL Y CLEAR OF MUD, DEBR { S ANO PUDDLES HOSES. MAINTENANCE EOU[PMENT AND MATERIALS SHALL 3E NEATLY STORED WHEN NOT IN USE IN AN AREA AUTHORIZED BY THE OWNE~ MA!NTENANCE SUPERVISOR ON THE JOB SHALL BE A COMPETENT ENGLISH-SPEAKING SUPERVISOR, EXPERIENCED IN LANDSCAPE MA'.NTENANCE AND CAPABLE OF DISCUSSING MATTERS WITH THE OWNER :)R LANDSCAPE ARCHITECT ON THE SITE. WORKMEN SHALL PRESENT A NEAT APPEARANCE AT ALL TIMES ANO SHALL CONDUCT ALL WORK OPERATIONS AND DEALINGS WITH THE PUBLIC IN A DIPLOMATIC AND COURTEOUS MANNER. WORKMEN SHALL BE FULLY CLOTHED AT ALL TIMES IN DRESS SUITABLE FOR THE JOB AT THE COMPLETION OF THE MAINTENANCE PERIOD, ALL A~EAS INCLUDED IN THE CONTRACT SHALL BE CLEAN AND FREE :)F DEBRIS AND WEEDS, ALL PLANT MATERIALS SHALL BE LI VE, HEAL THY, AND FREE O, INFESTATIONS. coµPLETION ACCEPTANCE UPON COMPLETION OF THE PLANT ESTABLISHMENT PERIOD, ANC WITHIN TEfJ ( 10) DAYS OF THE CONTRACTOR'S ~CTIFICATION THAT THE lNSTAL_ATION S COMPLETE. TrlE OWNER ANO RECUIRED AGENCIES WILL INSPECT THE :NSTALLATION, ANO !F FINAL ACCEPTANCE IS NOT GIVEN, WJL_ PREPARE A ''PUNCH LIST" WH:CH. UPON COMPLETION BY •HE CO~TRACIOR. WILL S:GN[FY FINAL ACCEPTANCE BY THE OWNER. THIS F]~AL ACCEPTANCE w:LL BE IN WRITING FROM !HE CWNER NO ALLOWANCE FOR DEVIATION FROM -HE PLANS OR SPECIFICATIONS WILL BE ALLOWED AlTHORITY THE OWNER OR LANJS:APE ARCHITECT SHALL HAVE THE FINAL Al, fHoR·rrT· ON ALL ITEMS CF THE PROJECT ENGINEER'S SIGNATURE REQUIRED ON PAGE I ONl Y APPROVED: ====-=.-=-=--:==-·----------ENGrNEERING PLAN C,ECKER DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" NAM!:: DAT( TITLEc REVIEWED BY: ~IN~S~PE~C""TO~R~-----------DATE t----+---1---_____________ __, __ ,,,_.,_,, __ t----+---t-----------------······-··· ·-----------·----··-·-. - I sHgT 11 CITY OF CARLSBAD-11 SH1frs: --· ->-----+----.------, ~===-=·======PU.:::N:::N:.:_IN:.:_G_:.:D:::£P __ A __ RT __ "'::.:N::_T=====~· =.:" .. _:". :;c:::-. ~"" .. ··-··-__ ,__ _______ __, "' """""'" --·-----f,---+------f,-----, REFUSE AND EXCESS DIRT SHALL BE REMOVED FROM THE SITE. ALL WALKS ~~• ' · AND PAV I NG SHALL BE BROOMED OR WASHED DOWN, AND ANY DAMAGE FA ,.,, ""~:-;--t----i· .. -------------···--·· . -- _____________ ,,, .... TAYLOR MADE GOLF SUS TA] NED ON THE W:)RK OF OTHERS SHALL BE REPAIRED TO ORIGINAL r,_:f"'fi_,,,\'~t------t---. ·-·-----------·--· ---.------.--------1-----,,------, CARLSBAD RESEARCH CENTER CONDIT IONS. iJ ~" ~T'TI·-~-----t----;---·· .. --------------1 -·-·---t ----+----t-----t CARL~BAD, CALIFORNIA AT FREQUENT INTERVALS, AND AT ALL TIMES WHEN DIRECTED BY THE ; t;:-"''\l:"~~~•,.~'~":'c..Jr:=l===t================i '···t-----+---+----H ~A;P;:P;;:RO=:,V;E:,,D=, ====h:::;(<;z;l4',;-:~=;/);;====::: .. ::: .... ::: .... ==t!'J==,A=~=7== ::iwNER, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ACCUMULATIONS */v ~~;;:'",._-•::::;"·l'b--,,.·J--lt_-:_-:_1-:_-:_-:_-:_-:_1'=--=--=--=--=-----------------t-ffec"'Uk" 7-(v-/, OF RUBBISH AND DEBRIS OF ALL KINDS. AT THE TIME OF COMPLETION, V,r,.'-" ., ' --··-------------+-----+ ··----t----t-----1 -c~c~1o~r~AN~T~P-N~N~IN"'"rLJ~l~RE"'r""To=cRc---------DAil THE ENT I RE SI TE SHALL BE CLEARED OF TOOLS, EOU I PMENT, RUBB l SH. ~~ ~• .I ~A_, __ •-_·-.. -.-... -. __ L_A_-_-_-_"_-·--:_--:_-'_-_-_---c-ccc-cc-cc-cc-cc-cc---c--cc-c----_-_-_-~-;:_~~~·cc ... cc ... cc .... --;-;-.. oc-_._ .. ETC ALL OF WHICH SHALL BE REMOVED FR:)M THE SITE, AND THE ENTIRE 1:M,1 _.,,,,.lll"'-D-A-TE-+-I-N-IT-IA-L-t-----------------t-□-A-T-E-t-l-'l-lT-IA-L-t-D-A_T_E-t-1-N-IT-IA-L--t DWN BY· ____ PROJECT NO. DRAWING NO. PROJECT, [NCLUO[NG SURROUNDING PREMISES, SHALL BE LEFT IN PROPER, REVISION DESCRIPTION CHKD BY: ---MS 96-09 352-JM CLEAN CON□ IT I ON READY FOR ACCEPTANCE ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: C. M. W. D. JOB NO. _9_6_-_2_4_4 ______ _ ~ C! IC!' 4C!' 5' 20' _.,..-,_ / ' / I / / ) ' ( .. , , -" e NORTH " NOT TO 5CALE KEY MAP MA TC!-4 LINE 5-EE( SHEET 7 ~ 5 GY MVs -~ eFs ,....,, l2' FOG ME:TERS ,..,__ ' \ ~ ' \ /~ \ ' ' . ' ' ' \ I )c I ' ' DAYLIGHT LINE Wil•7 Grc;a,up l,'"■d•l!~<t Art<hH:•f.tw• K,m He,:, iNiey. A.S.l.A l(lc"J<,"j$(:(lp,:, Arc:,h,\,:;d 3680 N"""'JO Rd ~\t 1(')2-103 Seri Di~qo. CA 92·119 ' ' ' i ' l~RIGATION EQUIPMEN-TABLE IRR GAl!ION DETAI_ REF'=RENCE CI-IART QTY DESCRIPTION '"'\'~-~· ' I ' IT ~3 ...,........... r Ehl ' I GD i PRESSURE '-<ECLAIMED HATER LINE At-;D POTABLE HATER c...lNE CROSSIN6 TRENCH DETAIL PVC PIPE t3" AND SMALLER! DIRECT BURIAL CONTROL HIRE BALL VAL V:: QUICK COUPLER VALVE REMOTE CONTl'<OL VALVE SHRUB SPRAY ROTOR ON "<ISER !SPRAY HEAD ON R SER SIM.! FOP-UP SPRAY HALL MOUNTED CONTROLLER 6514 - '""~ 1134 - 586 - 4!>!>3 - 82SIO - 82 • I "' 12 " Ii> '17 :, " 72 " lc, '17 C, "' . 3 [!) 12 ■ 218 " 2':> "' ':, s I 1l 12 " 7>87>1 - c,35 - 2524 -- '0'il31 - I" CL 200 PVC "ALERTLINE" LA~ERAL 1-1!2" CL 200 PVC 'ALEl'<TLINE' LATEl'<AL 1-1/2" SCH 40 Pvc "ALEl'<TLINE" MAINLINE 1-1/4" CL 200 PVC "ALERTLINE" LATEl'<AL 112" CL 315 PVC "ALERTLINE" LATERAL 1704 Oloon 12 Outlet Emitter Rainbird --180ii>-8F-FL T 8' RAD ., 7>0 P51 1800 Ser'e$ 180ii>-8H-FL T 1806-8Q-FL T 1806-8T-FLT 18'2-8H-FLT 10' RAD. ,. 30 PSI 1812-80-FLT 1812-8T-FL T ' 1800-15t:S 15' !'<AD. <> 30 PSI 1800-15F 1800-l5H 1800-15Q 1800-15SST 800-15T '800-1':>TT 2" CL 200 PVC "ALERTLINE" LATERAL 2-112" CL 200 PVC "ALERTLINE" LATERAL :l" CL 31:, PVC "ALERTLINE" MAINLINE 3/4" CL 200 PVC "ALERTLINE" LATERAL ' ' 1-@"",J4.,.+--+I DEEP ,-,ATERNG DEVICE / BREATHER TUBE I 2408 --4" CL 31':> PVC "ALERTLINE" MAINLINE 2"' '-2. P. Bacl<Slow Preven\oc Febca 82':>Y ' i REDUCED PRESSURE BACKFLOH PREVENTER 2.-B.all Valve Nibco T-:,80 '-1/2" !LINE SIZE! 5 .... aall valve Nfbco T-580 3" /LINE SIZE! s .... aatl valve Nrbco T-580 4" <LNE SIZE! E,-..ITTER TUBING INSTALLATION 4® Drip Control Rainbird XCZ-075 4 3/4" RCV 2 & Master Valve Rafnblrd EFB-CF 2" n El Hunter PGM Noz .1c, 23' RAD. ,o 40 PSI DRI"" IRRIGATION EMITTERS MUL Tl-OUTLET 12 El PGM No2 1.0 20:, El PGM Noz 15 SCI-EMATIC DIAGRAM FOR DRIP IRl"<IGATION 'cl El PGM No2 2 0 13 "' PGM No2 3.0 2:, 0 PGP No2 4 ;;ir,' RAD. ., SO PS I DRIP VAL VE ASSEMBLY 17 0 PGP No2 ':> 232 e PGF No2 6 CONTROLLER ENCLOSURE 24 0 PGP No2 7 140 $ PGP No2 5 33 ® Quick Couple Valve Nel;on 1ii,4c, I" CONCRETE THRUST BLOCKS I<', & Ralnblrd PESB RC valv<> I" 14 & Rainblrd PESB RC Valv<> 1-1/2" FOTA15LE 5E!'<vlCE LINE CROSSING 4& Rainblrd lc,-DVX RC valve 314" 35 & Ralnblrd PESa RC Valv"' 2" I C lrrftrol MC-Flus 24 Sta. Hall t"'t. Controller I ' I POT ABLE MAINL,NE CR0551NG I I!,' lrrftrol MC-Flu,; 24 Sta. Hall t"it. Controller 2 c: Rain9uard Rain 5rut-orr Hall Mt. ------k 'DETAIL CODE !TYFCAL! ® I DETAIL 5UBJECT !TYFICALJ Sleev,s -2x lln~ eiizl!!" ~~e not~ below. Not shown, Flo Control PVC Check V/llve Line Size • 1520 (-!DETAIL SHEET (TYPICAL/ i Quantitiee. are tor ee-trmatrn9 purposes onl~. ' ! ' ~ ' ' I I ' ' I ' ' I , 619/593-252:' (A LIC: I, 185~ VALVE STATION GFM TI-IROIJGl-4 VALVE VALVE SIZE POP-UP 1-4EAD~--•--------------------------- NOTE, INSTALL 12" POP-u~s IN GROUND COVER AREA5 AND 4" POP-UPS IN LAHN AREAS. 1'1ST ALL POP-UPS HITHIN 10' OF ALL PEDESTRIAN USES. INST ALL ROT ARY AND/OR SPRAY 1-4EAD5 ON RISER$ Hl-4ERE 10' CLEAR OF PEDESTRIAN uSES. CHECK VALVES, IN5TALL HEADS HITl-4 FACTORY INSTALLED CHECK VALVE5 IN ALL LOH DRAINING l-lEAD5. c LATERAL LINE C1-4ECK VALV::S IN ELEVATION Cl-4ANGES GREATER Tl-JAN 10'. SLEEVES, UNDER vEI-IICLE f'Av'NG U5E SCl-4 W SLEEVE: HITI-I 30" COVER FOR MAINS, HIRES • LATERALS. UNDER PEDESTRIAN PAVING USE SO-I 40 SLEEVE NITf-1 IS" COVER FOR MAINS. HIRES. UNDER PEDESTRIAN PAVING USE SCI-I 40 SLEEVE NITI-I 12' COVER FOR LATERAL5 POTABLE HATER LINE$ IN EXISTING :10' LANDSCAPE EASEMENT, FOR LATERAL NON-PRESSURE L',NES USE CL 200 PVC LASCO OR EQUAL FOR MAIN PRESSURE LINES USE CL 315 PVC LASCO OR EQUAL FOR QC. v.ALvES USE FOTABi..E ONLY TYPE R.Al'-IBIRP • 33LVC <> 120' 0.C. "AS BUILT" NAME DATE TITLE; ENGINEER'S SIGNATURE REQUIRED ON PAGo 1 ONLY APPROVED: APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS REVIEWED BY; ENGINEERING PLAN CHECKER DATE 6. DATE INITIAL REVISION DESCRIPTION ENGINEER OF WORK IN$PcCTOR DATE ..._ __ _,__ __ --1-__ __, ~[::::s.::..;E=-~=T :::'.l..'::I ==C=l=T=Y=e=9="f='"::::o::::~::::/::::;,~=T~=E~=' S=B=A=D==l'...:I =s=H=1~=rs=:1 DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL TAYLOR MADE GOLF CARLSBAD RESEARCH CENTER CARLSBAD, CALIFORNIA APPROVED; OWN BY, ___ _ PROJECT ND. CHKO 6Yc ___ _ RYWD SY: MS 51.:>-0~ C.M.W.D. JOB NO. -~5=6_-~24_4~----- DRAWING NO. 352-3M ---------·------------------------------------------tt----------------- f-w w 7, w lJJ w z .J :i: ~ <l: ,: l DEDICATED OPEN " 5PACE ) Q ~10 1~c~ 01~ ({) ~ fl 0 &) IRECT 5PRAY AHAY FROM -XISTIN NATIVE PLANTS <T,P.! ,'f:>&' 11' \ DGJ_AT CONC. Dire¼ /T,Ff'fALJ { 1 -. --r------~J~-j~~~~ 2. J~.LJ 8 lILF'i C) 10' 40' !;,' 20' 10 e NORT.4 NOT TO SCALE l/30/9 ~n-~hmJ~ ~LJ-)~~~~ 1 "111.~u C U ( I I I ~ PEPICATEP 0"" SPACE RUN 2 SPARE H RES FROM 11'p6iNTi'6,LEF\~ T~l"~~ fciA,c ~LD-'~~~~ DLJ-rn~r ~L ~-ru~f 2 Jlol 1-1 T JL.J~ 2 J~.J~ l~~ ~11-1uKf 1) ,, J~.J~ L MAIN B ~ V,A.LYES 3' FROV] W,ALl< Wll•y G,o.,p l•ndn:ap• Al'c:hltec:t.re -<i""' Ro~ Wiley, A.S.L.A. ~OMO?-;C.'.:pe Architect 86&0 thY<JJI' fl<.!)\~ l()Z-l()j San Ciego_ CA 92119 619/593-·2522 (;A UC II 15:;,9 ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED: ENGINEERING PLAN CHECKER OATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS // i J / J I , I ; I I I £,----- I I I I / / I I ' I I ! / I I I I I I I I I ' I I / I I I I I I ' I ! i ( /) / I I I , I I I I i ' I ! I I 1· / I I I I \J DEDICATEr:/oPEN }! 1 / 5PACE / // I I / I I I / I I I , I I / I MAINS 2i' VALVES 1L~ B 1 "TO L N ED6&~ 1 "'..B --... ----~---~ .. -..... _ ..... - I I I I I 0 "' N I I I , , -------··-· .,.,-....... _______ -----NAME TITLE: REVIEWED BY; INSPECTOR DATE DATE ~~·····-- TAYLOR MADE GOLF CARLSBAD RESEARCH CENTER CARLSBAD, CALIFORNIA o-------t------t----------------+--·-~--~----+---------------tr------t 8217 APPROVED; ;jgll} 9-rd-tz_ "ASSISTANT PLANNING n1RECTOR DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL I DWN BY, I PROJECT NO. I DRAWING NO. CHKD BY, MS %~OS 352-31'1 • RVWD BY: C.M.W.D. JOB NO. ___ Sh_-2_4_4 ____ _ I I I i ' \ ' \ I I 30' LANDSCA~f' E"'5EMENT ' ' rn U'LFi e> le>' 40' 5,' 20' NORTH NOT TO SCALI= I I I I I I \ ' I \ \ I \ \ i ' I ', ' I ' I ' \ I I ' \ ' \ \ ' I \ I ' \ I \ ' ) ( '--KEY MAP WIiey Group L■ndilca,• A.-chi1•ctwe Kim Roy Wiley. A.SL.t,., Land~=:ape Architect 86&! ~MP Rd St., 10?-iOJ Sc:,n Dc:-g_:,_ CA 92119 _-" 679/59)-2~l:2 CA UC # ·es,;; f'.NGIN[ER'S SIGNATURE REQUIRED ON PAGE 1 ONU. APPROVED: ENGINEERING PLAN CHECKER DATE DATE INITIAL -~ ---•• -=•••,.••••,a••••--~-••,. - ' ,./ 1\ -' \' \ ' ' • \ ' ' \ \ \ ' • \ \ ' ' \ ' I \ \ \ ' • \ ' • \ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS • ' NA~[ TITLE: REVIEWED BY: INSPECTOR "AS BUILT" DATE DATE ------t---+---t--------i--------.,. L~EET 11 CITY OF CARLSBAD 11 SHl::TS I -r;,t I_ PLANNING DEPARTh4ENT . ;;,,, ~=='---=======:::::::::::::::=====----==~ TAYLOR MADE GOLF CARLSBAD RESEARCH CENTER CA LSBAD, CALIFORNIA APPROVED: -(tJ-f7 DATE DATE INITIAL DATE INITIAL OWN BY: ___ _ REVISION DESCRIPTION CHKD BY: ___ _ RVWD BY: PROJECT NO. HS ':l6-~ DRAWING NO. 3!;2-3M ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL C.M. W .D. JOB NO. ___ ':l_6_-:l_4_4 ____ _ ,.. t- I <J) DEDICATED OPEN SPACE RUN 2 SPARE HIRES FROM CONTROLLER B TO \/AL VE 6-24 bLl-uK ~ .. ] 111 1.1~ NORTf-4 NOT TO SCALE LOCATE HAINLINE OUT OF R/H 0 5f-4EET5 7 , II ( ·, ' ' ) KEY MAP J I 7: I I ~--i'----+--<~ ~1c-.1, I I I I L • ",/-.,,., L 9l n/= l -------- LOCATE CONTROL RS "C" 4 "D" IN RANG~BUILDING ; i ADDITIVE AL TERNA'TE:i SUBSTl11UTE TORO #L TC PEDESTA:... I I ' I MOUNT CONTROLLE~S.: INST ALU. PER MANUF!=ACTURER'S ; I i I I ' RECOMHENDATIONqi. LPCATE RAIN Sl--lUT-OFFS ON HALl. , .--,_ ; I i -..._; ~ I ~---,.---~ i ;, , ', \ \ \ \ \ \ \ \ I I I \ \ \ \ ' ' ' LJ I I I I I , . LJ ! i ~]-)~~~~ i (1-j~~~~ (j _1~~~~~ • I I -r--,, I I J I I -------.. --,,..~-,..~-~-----~-I Nore..: s~e -s11r, _ 1 /?OK. 'AS -13llll-T IN~K.MA17t:JN fH/$ Afl__FA I I I I I I I I I : I r I ' \ \ I I I I I 111 ~.J~ l ' la11dk■r• Ar-..-i.it.,.._,• - ·, I ' \ ' I ' ' ' \ \ I ' ' ' \ ' \ r 1~.J~ l 1 II ¥ WIiey G~aup K,m Roy Wiley . .C.,S -A ~&l N~~ajc Fld ~•.e Di-10.'i 619/~9J-2r)n Lands~ape A-chtt~<:t So;::,.,, Ji-:,9,:,, CP. 921'19 CA LIC I, 1859 ENGINEER'S SIGNATURE REQUIRED ON PAGE I ONLY APPROVED; ENGINEERING PLAN CHECKER DATE (1~ - _ __,.,.,-----•--------\\ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS NAME TITLE: REVIEWED BY: INSPECTOR DA I I I I I I I i I I I I '\ / I I • I ":,{ "AS BUILT" I I I I , I ' I I ' DATE DATE ' I I I I -+---+--+---+----fl S~ET ]I CITY OF CARLSBAD PLANNlf-4G DEPARTMENT --,•,•- t-------t--------1------------+---,-,,~ .. ~-+------t----1------, TAYLOR MADE GOLF CARLSBAD RESEARCH CENTER CARLSBAD, CALIFORNIA APPROVED: ~ft/ tl-t_cJ-97 ASSISTANT PLANNING DIRECTOR DATE ' ,- DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN SY, I PROJECT NO. I DRAWING NO. CHKD BY: M$ <;16-0<;1 :,s,: -3M RVWD BY: C.M.W.D. JOB NO. ~6-244 ~ I • (l,' I I IL ' 0 ! 1- G "' ' I I I I I , I I 8 ~ 0 10' 40' !;,' 20' SHEETS I:> 4 12i?-c:---:-...,--:_ =-=T-:--:7::-4-1::-1----,...,.;..---,::,I( / . ) ( e "-. NORTµ "-. NOT TO SCALE KEY MAP j / MATCH LINE SEE SHEET .. ~--. ( 3~X::es 19 exietin9 ,/ /' fata-nue. racemosa IS-Gal Moir I-Gal 20S (NCT SHOHNJ (REMOVE N GRADED AREA AS OCCURS! EXISTING PLANTING SCl--,EDULED FOR RENOVATION BT MASTER DEVELOFER !TYPICAL> MATC1--, LINE !c>EE !c>HEET 11 ~ DAYLIGHT L•NE / EXISTING CONC. DITCl,j TO RE'"'AIN., i i i / /TTPICALJ . : Qu,....cuo dgrl roll" I-Gal Alnuo rhom,olid I-Goll \ ,,;. Ainu& rhomblfolra \ IS-Gal , \ 1-!eteromelss .arbutif'olia \\\ 1-Ga,I 1 ·..o,_,,,J,'-,,,,,,(_ PRELIMINART D'f YLIG1--,T LINE , Pi nuo torre~an~ \ \ r I-Gal 1· • ' I , .. ---, ! ' i ;' I I . I ! I I , / I ! I I ! i I ' ' ' I I . 1 I i ' i i f ! ' . ;' I I i ' ' ! 1 ' . \\ ' I ¥ Wll•y Qroup L-.INN.:a•p• An,Mt. ........ K,m R~} Wil<::y. t,. S l A 8680 No•o·o Rd st~ 1C2-1C! Londs<:>ope Archi\er.:1 San Diego. CA 92119 ENGINEER'S SIGNATURE REQUIRED ON PAGE I ONLY APPROVED: ENGINEERING PLAN CHECKER DATE DATE INITIAL ' I ' ' I ' ' I ' ' I ' ' i ' l ' ' I ' ' I ' I ft ' I I I ' ' I ' ' I ' I ' i ' • I ' ' I ' ' I ' ' I P;_ANT LIST S::1mbol Code Name Sci entl fl c Name Common Name Si ZS I Quantit::J Spa,cin,., ·,~ Acre Acacia 'edolsns (w/ Loj a! Acacia I-Gal 223 15' O.C. })./;:;'.\;/;;:~ ;..,..,r::--.;//"/ AgM Agapanthu, a. 'Quec$t'l Ann' Blue Ii l::J of Ni Is I-Gal 267 2' C.C. -- EB Alrh Alnue-rhombi fali Q Nhite alder I-Gal 41 Alrh .Alnve rhombi foli a Nh, t"' alder 24"-6ax 3~ • ( + -) Alrh Alnuo rhomblfolia Nh1te alder 15-Gal B4 \'-......,/ I\~:\ Bapi BQcch~rie, pi lular($ Dwarf co::iote buoh Flato 64272 IP." ,-, " ~,. Cagrp C..:irf'!;>,e.a 9rar1diflora 1prostrata' Fro5-trate nat~I plum I-Gal 541 3' O.C. ·"·','••·· CcoF Caiendi..;la offic;"nalie Calendula 4" Pot Ii:>! e" O.C. c~ '' 'x Flat& ~ "' Cok1' Copras.ma ki rki r M'rror Flant 12" nr 57!;4 ~ --) Er::ic Er~thr r na ca '"'a Sj /::: :;;e ii Kaffirls.:><>"' Cordi T-ee 24"-Box 61 & ® Heilr 1-leteron,eiee, arbuti f"oli a California holl~ I-Gal 31:>0 0 Lija ' Li9ust.rum Japcmlcum Japanese privet B-Gal 110 (j) Li ot Li9uidambar s, 'Falo Alto' American ~weetgum 24"-Sox 10 >~~ Lojd . Loni cera j aponi c" ! onl~! Fl.at• Japanese hone~•uckle IB"OC li:>341 '"'' ' !~ _oja Lonlcera Japonica (w/Acre) Japane;e hone':l•uckle Flato Ii:>" O.C :ij}'.~~'0. Moir Noraea iridiold~~ Fortnight I' I':/ I-Ga! l:,47 ;;;;;,:.,.;'-' ' ,_ ', ' 3' O.C. •", Nado Nandi na domes.tr ca 1--,savenl::J Bamboo !:>-Gal { :J I:> ,. * Phro Fhoenl x roebslenl i <tripl.,J Pi gm':/ date pa Im 15-Gal I ◊\\U/{14--Pica i" --? -"" P1rus canarrene.f~ Canar~ loland pine 15-Gal so o\ . = ~,,,.,.~, (f) Pinto Plcuo torresana Torre':/ pine I-Gal !:>'5 ~~ Fite Pl ltosporum tobira Japanese mock orange !:> •Ga I i:>31 ~'j;:::},; \, s· o.c. $ Fir"' F'lat.ariu,a, racemoe.a ::::ali f'orni a s~camors 15·Gal 04 ' ~·) Plra ~I.at.anus racert1oe-a Call rornl a •~ca more 2-4"~Box 13 0 Plra Pl,Hanu~ r.acemos.a Ca If r"ornf a e,~c,g more I-Gal 30 ® Quag Qusrcu• agr1 roll a Calrrornla live oak I-Gal 27 ~,1/;,; / Rain Raphloleplo I, 'Spring rapture' Ind! an hawthorn S-c.,a' I i:>i:>',l 4' O.C. 0 Rhul Rhu• lnte9r I foll a Lemonade Be.-r~ I-Gal 10';1 Tr J a Trachelospermum J ~~mfnoi dee. Star J a,mlne I-Ga I 11:> 2' O.C. u Tr,scn Trrs.tanf a conferta err sbane box !",-Ga I 2'5 V <-,..... /, , Native-Flant-Mix ionl~! H~drooesd Mi >< NIA NIA "~S N,Hive-Plant-Mix iw/ 8dpi ! 4~dr-o5eed Mix NIA NIA QUANTITIES ARE PROVIDED FOR ESTIMATING FURFOSES ONL 1. DETAIL CODE <TYPICAL! DETAIL SUBJECT <TYPICAL! DETAIL S1--,EET (TYPICAL! APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS PLANTING PET AIL REFERENCE C1--,ART NAME TITLE: REVIEWED BY: INSPECTOR TREE AND SHRUB PLANTING TREE STAKING ROOT BARRIER -REE GUTING -RI ANGULAR SPACING "AS BUILT" DATE DAn --t-----+--------1 ;::I =s=~!=E=T~I ~l=--=--=--=--c=--=I_T=--=y=p=9="f=,"="=f=.A="=T~='~=S=B=A=D==::::....'::I ==s=='.I DATE INITIAL TAYLOR MADE GOLF APPROVED: CARLSBAD RESEARCH CENTER CARLSBAD, CALIFORNIA ===~~""'--------f-f t:J-_97 ASSISTANT DATE ~ +-==--f ;::=======-:========:========;--;=,_=-=-=-=-=-=-=-=-~ PROJECT NO. DRAWING NO. OWN BY; REVISION DESCRIPTION CHKD BY: ___ _ MS ~0-0'5 352-3M ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: C.M.W.D. JOB NO. ___ ~_6_-~24_4 ____ _ Alnue. rhombi fai I a ~ l:;--C:!a I ~ "-----------------------------·-··--·-··--·----t-·-------··-·---·-·--··-··-··-··-··--·----------··---ft~---··- f-w w ::i: ,o w w <J) w z _j ::i: \J f- "1 i:: \ /DEDICATED OPEN SP4CE ./ ) I / TEMPORARY HA!:IIT AT PROTE:CTION FENCE /0' CHAIN LINK) EXIST!NC:! NATIVE PLANTS TO REMAIN SEE GRADIN6 AND EROSION CONTROL /\ ~ NORTl-4 / FL4NS DRAHING "3B2-3A FOR PRECISE // \LOCATIONS !TYPICAL! \ II \ ~OPEN s. PACE MITIGATION Lli '-~\ \ Flato "" , \ ,-I ~:;~rE-FLANT-MIX ~ I 452<> \' Ff-nue. torre~ana \ \ 1, !-<::,al \ \ 1 EDG'.E. AT CONC. D.~T.C-, ~t• . / <TYF'JCAL} ____ //, i u=LF1 0 10' 40' B' 20' SHEETS 8 4 122r'-e:--::--=.=:-::~-::----,,-'.:....--;,( SHEETS 7 4 II _,,. --COLLEGE -~~«-,,' h-... ' -, ..------i, ' I I ) ( NOT TO SCALE KEY MAF SHOVEL CUT EDGE !TYFICAU 1 EXISTING NATIVE PLANTS TO REMAIN ~ / SEE 6RADINC. AND t:ROSION CONTROL \ / PLANS DR4HIN6 "3e>2-3A FOR PRECISE \ LOCATIONS !TYFICALJ \ Prnu5 c.an.a:~len-;,ls _____ ~ ~ / / '?,-Gal ~I~{: ~\l~c :;e,o I Rain PROPOSED MINI PARK, :;,-<::,al \ 45 HALF COURT BASKETBALL--------, TRASH RECEoPTACLE /!)------- DEDICATED OPEN SPACE BOUNDARY~ 1 ROUND PICNIC T ABc..E FAD -FLAN PICNIC T AEILE FAD • SECTION HALF COURT EIASKETEIALL TRASH RECEFT ACLE Copro5n,a k.i rki; -Flato :;,7:;,4 I i I ' ' ! J N ~ Heteromele~ arbut; tali Q 1-w,dl Rhuo 1htegr1ro11aif :::: S::: 1-Gal; 1 1 , 1 f ! I I I ,li,,!l-Fff',~...1_,P« f'IRE ZOj'llfS ~ 2 I ' I J ! ! 1-w,d I I 21 din -6al Nad ~t:~~)~airr-5-Ga \!®~ al / ( 0 co ' i ' I I 0 0, I ' I I I ' • ' / I i I \ ¥ Wll•y Group LaRd•~~p• ArehH:•e.•~•. -<:im Ro~ 'h'iley. P..5.l.A 868(1 NoV1Jjc, ~(l 'it~ 102-10.', _ar"l~SCCt:"'!!' Ar'¢h1l~,::l Son Oio!go. CA 92"119 ,,/ / f,19/S::13··2522 (A lit If 15'j',l E'.NCINr:t.R'S SIGNATURE REQUIRED ON F'AGE'.. ' ONLY APPROVED, ENGINEERING PLAN CHECKER DATE .,. .. ,,,.,~-- / _.,...,· ~,....,,....., .. j' / / I I ' I ' I I I I / I I i I I I ' ! I / ' I I I ' I I i I / I i j I I I I i ; / / _/ / ) / 1 /DEDICATED 6PEN SPAdE ____ / I / ' . I I I / I / / / / / I (J uJ "''-..----Quercue. .agri Polf d '-C.al I I I I i I I I I ' I I ' I I / / i I I ' I ; I I I I I ' I / I J I I ' ' ! / I I / / I NATIVE-PLANT-MIX Bapl (DEDICATED OFE:N SPACE Fla ls 3':l':l33 MATCH LINE SEE SHEET 10 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS --.... -----+-----if----~:-_-_-_-_-_ ... _,~ I NAME TITLE, REVIEWED BY, CITY "AS BUILT" OF CARLSBAD PLANNING DEPARTMEl'IT DATE t------j,----+-------------------J--, ..... __ ,, _____ +------1-------if-------l TAYLOR MADE GOLF DATE INITIAL ENGINEER OF WORK ------------1----------1-·----,-·-•,, --~-----1-----.------1 REVISION DESCRIPTION DATE CARLSBAD RESEARCH CENTER CARLSBAD, CALIFORNIA --+------t 1 _AP~PR-OV_E_□, -------'=,=£;,,.L....+--~--=--------f._-l tJ--'j 7 ·-----Jha"..-----.c : ASSISTANT PLANNIN~R DATE ' INITIAL CHKO BY,----M5 51<>-05 :0:,2-3M OTHER APPROVAL CITY APPROVAL OWN BY. I PROJECT NO, I DRAWING NO, RVWO BY: .::..:..::..:::___.:::.'..:..::====-l ~---------~ ~------ C.M.W.O. JOB NO. ___ 5_6_-_2_4_4 ____ _ ~ 0 10' 40' 5' 20' NORTH NOT TO SCALE 7130~1 ' I ' ! ' I ' ' ! \ --· COLLEGE \ \ \ \ \ P1atanuti-r.acsmo-e.a 24"-Box H'T'DROSEED MIXES RATE, L6S/AC MIX NATIVE PLANT MIX, LOCATE ALL TREES MIN. 3' OUT OF Rfa-.1 Rain LOCATE ACACIA 10' MIN. OF SIDEHALK :,-Gal 2 ENCELIA CALIFO!'<NICA, CALIFORNIA 15US!-I SUNFLOHER ARTEMISIA CALIFORNICA, CALIFORNIA SAGE ERIGONIUM FA6CICULATUM. CALIFORNIA BUCKHf-lEAT ESCHSCl40LZIA CALIFORNICA. CALIFORNIA POPP'T' LOTUS SCOPARIUS. DEERHEED ----;_ I \ !\us. rhomb1 fol, a \ ex\olin9 /NOT SHOHN! I /Td REMAIN IN PLAi' E. 1 :....oja \ I 17 \ F'i nu~ t.orr~,·!H1ll exl6tlng /N/;)T Sl40HN! , , Fla ls REffLACE HITH 24" , OX ...-:;;;,,:fi.,~~ =;to', 1 iai&CJ SPE,CIMEN HHERE REMOVED 5-Gall I OR DAMAGED. FER \rHE /TO REMAIN~IN PLACE. REPLACE H TH 24" BOX SPECIMEN H ERE REMOVED OR OAMAGEP. FER THE MASTER DEVELOPER'S APPROVAL.!\ ls : \ MASTER DEVELOPE~'S / t DIR!f:C-ION!. I I I I j I J I l / f 1 I I EXIST,!NG PLf'NTING DAMAGED 6'T' doNSTRUCTION OF t--jEH STORM DRAIN/TO 6E REPL.J.CED AS SHOHN. ANi;t AS DlfECTED Bt THE MASTEF<; DEVELOPER. l Loja r 1 ! 1 /"M\ F!al~ / / / / (J)") 1 12S0@1 1 / t ;_ 0) I A . .::, 1'8\ /.-:-1 @ ,' Pila ,"Jj 1;:J"J' "l 5-Ga)' \":/ ,•-~ 6~ I I ! / / / I I I I I / I I I I PARC:EL 2 I (LOT! lB) @ I I I I I I I , I I 1t I I I I I I I I I I f I i I J I / 24 I I 1 p.cnue,/torre~ana / sxi •ti n9 /NOT SHOl+\N! /TO/REMAIN IN PL.::iCE REPLACE HITH 24/ BOX SPECIMEN HHERE REMOVED <Z>R DAMAGED. F,'ER THE / /MASTER DEVELOPER'S / DIRECTION!. 1 I I I / I I I I I Rhuo lnte9ri roli a liGal r--Loja I Flato I 5082 I / t-!eteromele~ ai;buu folf d f ;·-Gal / Acre / 1-G-al / 5ia / I I I I Loja 1 Flat& / 4:,2 I I I \ I \~ SOILS TESTING, \ , \ THE BELCH SPECIFIED "SOIL AMENDMENTS" ARE FOR E31DDING FURPOSE FO~ Ti-'11 :>la CIT'T' OF CARLSBAD SLOPE FLANTING STANDARDS ST AND ARD ~ • COvER CROP/JUTE MESH PROJECT TAKE A MINIMUM OF 12 RECORDED SOILS SAMPLES FROM SITE AFT~ T COMPLETION OF ROUGH GRAPING AND 51.115MIT FOR ANAL 'T'SI$ TO AGRI SERv1ce.._p 161';l! 727-5451. LESSER AMOUNTS OR PROCEDURES HILL NOT BE ACCEPTABLE. , COVER CROP SHALL BE A SEED MIX T'T'PICALL 'T' '1ADE OF QUICK GERMINATING AND FAST COvERING GRASSES. CLOVERS. AND/OR HILD FLOHERS. SUE3MIT THE SPECIFIC SEED MIX FOR CITT APPROVAL PRIOR TO APPLICATION THE COVER CROP SHALL 6E APPLIED AT A RAT!: A MANNER SUF!=ICIENT TO PROVIDE: S0% COVERAGE HITHIN 130! DAYS. TYPE OF JUTE MESH S14ALL 6E AS APPROVED B'T' T14E CIT'T' AND STAKED TO THE SLOPES AS RECOMMENDED 6T THE MANUFACTURER. JUTE MESH SHALL BE REQUIRED HHEN PLANTING OCCURS 6ETHEEN AUGUST \:, AND APRIL 1:o. DURING Tf-lE REMAINDER OF Tf-lE YEAR. T!-lE COVER CROP AND/OR JUTE MESl-4 MA'T' BE USED. ST ANDA RD "2 · GROUND COVER ONE !-lUNDRED /100%! PERCENT OF THE AREA S!-IALL BE PLANTED HITH A GROUND COVER KNOHN TO HAVE EXCELLENT SOIL 61NDING CHARACTERISTICS /PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE HITl41N ONE 'T'EARJ. ST AND ARD • ;, -LOH $!-\RUBS LOH SPREADING HOOD, SHRU6S <PLANTED FROM A MINIMUM OF 2-3/4 INCH LINERS! S!-lALL COVER A MINIMUM OF SEVENTY !70%! SEE LANDSCAPE SPECIFICATIONS SHEET L-4. ' SOIL AMENDMENTS, TURF AND GROUND COVER, APPL 'T' THE FOLLOHING TO EACf-1 1000 SQUARE FEET OF $OIL, I. 75 POUNDS OF AGRICULTURAL G'T'F'SUM 2. 4 CUBIC YARDS OF COMPOSTED ORGANIC PRODUCT TILL IN TO A DEPTf-1 OF 0 TO 8 INCHE$ AND IRRIGATE THOROUGHL T AFTER APPLICATION. HITH 4 TO 6 INCHES OF HATER USING INTERMITTENT PONDING AFTER LEACHINC.. APPL'( Tl-IE FOLLOHING TO EACH 1000 SQUARE FEET OF SOIL, I. 20 POUNDS l!o>~l!o>-15 TILL IN TO A DEPTH OF 0 TO 8 INCf-lES AND IRRIGATE THOROUGI-IL T AFTER APPLICATION, HITH 2 TO 4 INC!-IES OF HATE:R USING INTERMITTENT PONDING. BACKFILL FOR SHRUB$ AND TREl:S, ADP Tl-IE FOLLOHING TO E:ACH CUBIC 'T' ARD OF 15ACKFILL CONSISTING OF ia PART$ NATIVE SOIL AND 4 PARTS HELL COMPOSTED ORGANIC MATERIAL I 15 F'OUNDS GRO POHER FLUS OR THE EQl.llvALENT 2. 3 FOUNDS AGRICULTURAL GTFSUM MIX THOROUGHL, EIEFORE BACKFILLING THE HOLES. MULC!-1, \ PERCENT OF THE SLOPE FACE ! AT MATURE SIZE!. NOTE, INSTALL A 3" MINIMUM LATER OF 'HALK ON SARK' OR APPROvED EQUAL. IN ALL GROUND COYE!'< AND S14RUE3 PLANTING AREAS HITf-1 A 5LOFE LESS THAN 3 , I. /TYPICAL! \ ST AND ARD •4 -TREES ANQIOR LARGE SHRUBS , TREE::, AND/OR LARGE SHRU6S SHALL BE PLANTED FROM A 1 MINIMUM RATE OF ONE {I) PLANT PER THO HUNDRED 1200! SQUARE \ FEET. I I / / . ./: / I , I ) ( --- --.....___ KEY MAF ROOT BARRIER, INST ALL ROOT E3ARRIER5 f'OR ALL TREES HITHIN 10' OF IMPROvEMENTS. SEE DETAIL N, SHEET 14. !TYPICAL! CITY OF CAl'<LS6AD SLOFE FLANTING 5T ANDARD5 AREAS OF APPLICATION <PLANTING! SLOFES--6 I OR STEEPER AND, A.3 FEET OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO FLIEILIC HALKS OR STREETS REQUIRE AT MINIMUM STANDARD "I /COVER CROP AND JUTEDJ. B. 4 FEET TO 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS "I, "2 AND "3. C. IN EXCE$$ OF 8 FEET IN vERTICAL HEIGHT REQUIRE STANDARDS "I, "2. "3 AND •4. SFECIAL CCNDITIONS AREAS GRADED FLATTER Tl4AN 6,1 REQUIRE STANDARD "I !COYER CROP! H!-IEN T!-IEY HAVE ONE OR MORE OF T!-lE FOLLOHING CONDITIONS, A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROvEMENTS HITHIN b MONT!-IS OF COMPLETION OF ROUG!-1 C:.RADING. El. A POTENTIAL EROSION PROElLEM AS DETEF<l"llNED BY THE CIT'T'. C. IDENTIFIED EIY T,-IE CITY AS H\G,-IL, vlSIEILS AREAS TO THE FLIEILIC OR HAVE SPECIAL CONDITIONS THAT HARR.ANT IMMEDIATE TREATMENT. ' \ \ \ I \ \ \ \ ' Flf1UB \or 1-G.'ll \ ' !-lecerome 1-G.al 1 \ QuercuS\.d 1-G.al 1 \ \ ~::it,-~/ \ \ I I I I I / I I I I , I ' I I I I i I I I I i I I I I I I I I I i I I ' I I I I I PARdEL 3 I ( LOT! 7'3) I I I ' I I ' I I I I I I I I I , I I I I I / I I / I I I I ' I I / I I I I ! i I ' i Er~tlfirrn-' Ca rr1 a 2 4" -,Box ":'.:> j K 5e Ii @ ® I I I I I i I I I I I I i i I I I I I I ' WIiey Group L■,.dac■,• Ardiit:•chlr-• Kim Roy Wilef, A.SL A Landscap@ Archi1ect i I I i I I I I ~--20' S.D. EASEMENT OPEN SPACE MITIGATION LINE ll660 Ho"v01' Rd Ste-I02-10j San Die9◊, CA 92119 619/593--:2522 CA LIC # 11559 ENGINEER'S SIGNATURE REQUIRED ON PAGE I ONLY APPROVED, ENGINEERING PLAN CHECKER OAT£ 3 I:, 2 0 4 2 2 20 2 2 2 \0C) 2000 300 140 4C)00 1500 30C, 40 4C)CJO 1500 40 \ LUFINUS NANUS. SKY LUPINE MIMULUS PUNICEU5. MISSION RED MONKET FLOHER NEMOPf-llLIA MENZIESII. BAB'T' BLUE E'T'ES PLANT AGO INSULARIS. PLANTAIN SAL VIA APIANA, Hl41TE SAGE SAL VIA MELIFERA. BLACK SAGE SISYRINCl41UM 6ELLUM, 9LUE-E,ED GRASS TURF, C'T'NONDON OACTYLON VAR 'MIRAGE', H'T'BRID BERMUDA COVER CROP FOR GROUND COVERS, LOBULARIA MARITIMA 'CARPET OF SNOH' COVER CROP FOR PADS, DIMORPHOTECA AURANTICA AFRICAN DAIST MATERIALS, NATIVE PLANT MIX 1 TURF! HOOD CELLULOSE FIBER 0-20-20 M-BINDER G'rPSUM MATERIALS· /COVER CROP FOR GROUND COVER! HOOD CELLULOSE FIBER 10-20-0 M-BINPER GTFSUM MATERIALS, /COVER CROP FOR "'A:.iS! HOOD CELLULOSE FIBER M-EIINDER NOTE, GRADED FADS "!OT SCHEDULED FOR DEVELOFMENT/ IMPROVEMENT HITHIN ia MONTHS OF COMPLETION OF ROUGH GRADING SHALL RECEIVE A COVER CROP ~ ' ' \ I \ ' \ \ \ \ ' ' \ ' \ ' \ ' ' \ ' ' \ ' ' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS NAM( TITLE: REVIEWED BY: INSPEC10R "AS BUILT" DATE DATE 1---+-----,f--------------t-----t----+----t-----t I SHl"EEJ I CI TY OF CAR LS BAD 11 SH,~TS I • . PLANNING DEPARTMENT . ~ ;::::::'==-'======::::::::::::::::::::::::::::::::::====::....'::::::=:::::; 1-----+---+---------------~--····+-·----lf------t----t-----t :::, B!.I l:f-T EE T P DATE INITIAL DATE INITIAL DATE INITIAL REVISION DESCRIPTION ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL TAYLOR MADE GOLF CARLSBAD RESEARCH CENTER CARLSBAD, CALIF'ORNIA APPROVED: ij) -lt7-f_z ASSISTANT PL.ANNING DATE OWN BY, PROJECT NO, I! DRAWING NO, CHKO 8Y, MS ';\6-0~ 352-3M RVWO BY: C.M.W.D. JOB NO. ',ll<, -244 ~EXISTING NATIVE PLANTS TO REMAIN SEE GRADING AND EROSION CONTROL PLANS DRAHING "3S2-3A FOR PRECISE LOCATIONS (TYPICAL) Pinus canariensis ------~ IS-Gal PROPOSED MINI PARK; 1-tALF COURT BASKETBALL-------~ TRASl-t RECEPTACLE <1)------~ DEDICATED OPEN SPACE BOUNDARY T PORARY HABIT AT PROTECTION FEN E (0' C!-+AIN LINK) 0 HORS Sl-tOE PIT (2)------.. ~\\JfffJI),~ (BY O ERS) ·' t-lrN. w w i~.Y\ ·w !II ~~s..,,;c ~ NORT.4 -.............. NOT TO SCALE 8/12 /':l7 --COLLE<3E "-. " ) ( KEY MAP Alnus rhombi foli a Coprosma kirki i r--Fla ls IS-Gal I SlS4 heteromeles I-Gal ~::.-Platanus race, IS-Gal I " ' °'t' arbutifolia Rhus I-Gal (C· .,-. I I ' ! ! ! I I ! ' ! ; , I ' ' ! ' c-i---Ff I RE Z ON E;: S 3 , 2 ! ,: J ' ' ' ' ' ' ' i Morr I-Gal 21 Moir I-Gal Moir I-Gal 28 ¥ WIiey Group L■■Oc■,. A,-chihict..ir• ,<im Fioy Wilo!'y. A 5 LA ~&I t-.la·,a_p ~~ ~'.~ 70~-l(l.~ Landscape Arch111i!'ct S<:in Di~g<:,. CA ;,2··19 !51\:l /~93-2:>2.Z CA I.IC ii lH'.)9 ENGINEER'S SIGNATURE REQVIRED ON PAGE I ONLY APPROVED; ---------··-··--~~--ENGINEERING PLAN CHECKER DATE I i 1 ,, ' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS NAME TITLE: REV1EWED BY: INSPECTOR ' I I "AS I \ \ \ \ BUILT" / DATE DATE t------+--t----------I--+----+--+----•~ c1TY oF cARLs .. s .. A. tr·-] : SHEETS I PLANNING Df'F'AA'TMl.N1 · 15 DATE INITIAL DATE INITIAL DATE INITIAL REVISION DESCRIPTION ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL --~~ TAYLOR MADE GOLF CARLSBAD RESEARCH CENTER CARLSBAD, CALIFORNIA OWN BY, __ CHKD BY, __ RVWD BY: PROJECT NO. M& ':16-0':l I DRAWING •• N◊.- . 352-3M ~-----~ C.M.W.D. JOB NO. ':16-244 ------------------------------------.,~~ ·•••••-•••••"•-•••---'-<•-•••"•••••--•••••-••-------------------------------------------------------------------------------------------------------------------------- N #"l<i,,;;RDfT P\.OT 1~:;!0 (./:',J.,),'17 EXTEND IO' MINIMUM EX-END 1c· ~IINIMU ON EITHER S'OE C ON EITH~R :JDE ~-----e---=---Q -----POTABLE WATER LINE -SLEEVE FER SFECIFICA T:O~JS \ I ' '------CO~STANT PRESSURE RFCLAIMFC WATER LINE PRESSURE RECLAIMED WATER LINE AND POTABLE WATER LINE CROSSING NOT TO SCALE CARSOt; iNDUSTRIES RECTAN.GU,_AR7 VA_VE BOX #14129-12B WIT'--1 PURPLE 30LT DOWN COVER , , OC! APPROVE:> EOU/lL ;/ Ir IN CROUNu COVER, I FLUSH IN LAWN 11/ /'/ ,---REMOTE // ./ co~r:-RoL I I PVC MALE ---+---------hn_: // VAL VE IT ;-S::H 80 PVC ··s......,_ I/ ··., ..... ,,, ___ '"-......._ // --------~--u.+, ADAPTl)R--2J ,/ _.,k--~ 80 SCH 80 PVC ,/ ___ ,.... .... BRICK (6 REr)"D) __ ,../ _ _-_.-,_./ MAINLlrlE ------· SCH 80 _, PVC TEE NOTES: Ale RC VALi/ES FOR USE WITH RECLAlf.ED WATER SHALL BE PURPLE. AND HAVE iD TA<~S PER '3PECIFIC.ATIONS REMOTE CONTROL VALVE NOT TO SCALE .-TREE OR SHRUB , -3" LA YER MULCH / ,-BACKFILL MIX TREE AND SHRUB PLANTING NOT TO SCALE I /2"(MIN ) 6" DIA ROUND PLASTIC VALVE BOX (PURPLE LID) / FINISH GRADE I -- -111_ I' 'i-Mi.,L Tl OUTLET EMI-TER OLSON 12 OUTLET ---t+--'MARLEX' STREET EL --· FLEXIBLE PVC CUTOFF NIPPLE FLEXIBLE PVC . i 60"X.220" OD OISTRl8UTI0N TUBING (BURY 6") SCH 40 PVC EL OR TEE -CL200 PVC PIPE DRIP IRRIGATION EMITTERS MUL Tl-OUTLET NOT TO SCALE --rlNISH GRAD[ . t-----r---,-n---r::~-,,-------,,------.,-.=,L'/~ .. ,;c;· ~ I M POP TED TOP c, )I L c.n / ..+I 11::-OR AME.~DED ROC/ is / · . !I!---' fRC::E cl A TNE c:.:11L Cr: i= / / 1==11 ~ ;5 1----a~t------,-_____ W1\RNING TAPE I c_ _4' t-CIA. '.PR[S'.)JR[ PIF'E ONLY; I-1-c-; (",I CL W ,-w CL : L 0 l/) -..1· ~ 1:iF PIPE · ·---._ r111 Ti\/E SOIL L_f __ · Mi:Tl.z: BAChFILL FREE OF +-----+--+---t-· I L .AR GE ( I .. [) • A OR i ,. (;REATER) ~:)CKS MJD DEB~I S WARNING TAPE -'•. (,PRESsu;:E PIPE -~ .... ,,,_SAND OR APPROVED ONLY) !::•)UAL M ~ TERI A_ 'l. ' 'T (P I . 1w::t .. ' TT=fro ... ! '·"· ··--,i '] · lo· ,J .... -,.rl-= --L r , ;·: ~:.,_1 MIJI T F'I, FIPF 11-· ---I I-Ir, 'o TALLA TION .~.'JI) '= '.,1 j_ j ~~~~~~_1~~0N- i l-·TfT=Tl 1 ·-1=11I=1II ___ il'_J jc "IFE i_lNL') -( 1----=1 I 1=1 I l=-1 ' ,-.111=11 1=11 ,-C ' clOTES, I. COMPACTION "FR WATF:R 1)I,;T sn:c1FICATl(INS .?. WHEN :WO OR MC<RE P:PfLINES ARE INSIALL[D '.N !HE SA.ME TRENCH, !HEY SHALL BE I NS T AL LcD SO THAT EAC• PI PELI NE, vALVE, OR OTHER PIPELINE COMPONENT MAY BE SERVICEJ OR REPLACED WITHOLT DISTURBING IHE OIHE~ (tf\ TRENCH DETAIL PVC PIPE (3" AND SMALLER) \ 1 4 / NOT TO SCALE ·-...._ __ / (f) 1= ,..--SHRUB SPRAY RCT1:,R AD,JUST PERPENDICI_I_AR TO S __ C)::,f (f'l.lRPLE CAI'') /,. ... -#4 REBAR ::,TAKE ..,.,,..,. _,.-(~,\LV OR r~AD PLATED CLAMP MACHINf f-'f_c,N[D FRI( TICN TYPE (TWO REOUIRED) _..,--'.:CH 8:) ::,VC r.IPPLE -~ FINl::,H GRADE h=,19,"f,,------~~--- 1111--1 =---/,-F"l/r: STRtFT Fl I / MARLEX' 'oWlll ..--PVC TEE OR ELL lLL // ,.--LATERAL LINE r.QTE FCR SPRAY ~~AD ON RISER ( 1500' ·:,) O~JT STAKE SHRUB SPRAY ROTOR ON RISER NOT TO SCALE Nll''l: ALL !, 5, 15 GAL. & 24 .. BOX TREES SHALL BE STAKED AS S'--IOWtl TREE TIE-(4 R[O'D) N FICUC?E "'8" --SECURE TIE TC STAKE W TH GALV. :IAIL TREE STAKE ,8' Lc'IG-H FOR 1 & 5 GAL. xi:)' LEr,<:,TH =op 15 GAL & 24. BOX 2 ~Ill ::,: I 1--__ PLACE STAKE NEXT TO ROOT BAL .. ,., =1 11 I --1 I I I _ 11 i-111 I ----,11-:...._ ___ ~=' I TREE STAKING NOT TO SCALE NOTE: ALL EMITTERS & PIPE MAY NOT BE SHOWN ON PLAN, INSTALL AS REOUIRED BY PLANT PLACEMENT I / 'LE XI BL.f PVC ·1 fSO''X.220" '.JD JISTR BU Ti ON TUBING (BURY 6"") '<DUTE AS REOUIREC-tWT S'--IOWN ON PLAN. L RIDGID °''✓C CL200 LATERAL P,PE (BlRIED 12") Ml.IL -1 OUTLET EMITTER (IN BUR ED VALVE BOX CENTRALLY cOCA TED) SCHEMATIC DIAGRAM FOR DRIP IRRIGATION NOT TO SCALE ------FINISH GPADE I I I_,,...-----WAR'-,IN(; TAPE (2) f--Z-t--'-...---~--c..--~--~ BACK Fl LL ----··· ------------...... ---,...~------------BE ODIN C tv ATER A:,_ r--•-------i--------o~:-lfll=:r;::::;:-z--DIRECT BURIAL CONTROL -~ WIRES, TIE W/ PLASTIC 1" TARE EVERY :o· --WATER LINE MIN NORMAL LOCATIONS OF CONTROL WIRES /,-•• IMP /)R TED~ / TOP SOI. OR =rr~----s,=-----c r l'-"..b .. '> r:uENDED NATIVE_-1II //..0 :111 I '-'OIL .-,,- CD _____ ,_I n zx -""' ;::, :;, BEDDING MATER Al. I:::::;"! -,tr-~-$"'c------c:l_JIRcCT BURIAL J@ _ CONTROL WIRES '-_,.--,.-<~-~--+ PVC CONOUI f _,..,.-J ALTER NA TE LOCATION 0" CON TRCL WIRES f'C'\ DIRECT BURIAL CONTROL WIRE \J 4) NOT TO SCALE. ------ ------------C 1_ R B , H E: A C E R . , .. ~ OR WALK :-'~ --~~ r, MI~ _--<.....----~-----------POP-UP SPRAY NOTE b;--,--,:c:::cf;-.;::::===r.c"T"f--e¥,=TT, (PURPLE CAP) =II JI' I i== I' =1 I I ,,.---SCH 80 PVC 1-, 1 NIPPLE / / i' ,r-PVC SFlEET ELL /c :;:J , C--.1 ·-· ./ ~ l ;-UARLEX /, / STREET ELL I r-PVC EE OR ELL / _;-LATERAL LINE I I I KEEP SPRAY HEADS 2' CLEAR OF BUILDINGS WHERE FEASIBLE /~ POP-UP SPRAY \ 14 / NOT TO SCALE ·-~--/ ~x~r~~ ~~~!vl t:J{t; -..... ~, V 1--4 ~ TREE TRI.IN~ ,,, l--: I \ i ~ NOTE: INSTALL ROOT BARRIER / WHEN TREE IS 'MTHIN IO OR / CLOSER TO HAPDSCAPE OR / AS ~OTED ON THE PLAN. I -¥---1-i--------¥-r-· H ARDS CAPE "' -I CURB, MOWSTRIF. WALL. STEP. WALK, .,,J,l'-f-"'""-.,,.,,~,,:r--,r-/'i.,__.,.,..,-t,,,~;. BUILDING FOUf'iDAT- ~ 1,1 _=-111 I -.":;'' 10"". ROCK, ::,OCL, FOUNTAIN. FENCE '~, 1· 1= -. -11 ~ POST, PAVlr.C. ETC ,:;; =ITT I 1=111= ::I I . ·1· -"ROOT SOLU~IONS" ROOT BARRIER f--1 I 1-19 5·' MIi\ DEEP X 20' Min WIDE 2X-BALL SEPARATION BE-WEEN TREE WIJTC-1 AND HARCSCAPE INSTALL O'J Hl'RDSCAPE SIDES ONLY /'N\ ROOT BARRIER \-li_) NOT TO SCALE ; ---COVER ~-2" IN GROUND COVER / (PURPLE) / FLUSH IN Ll'WN /~DRIP I I FILTER II 1··· PRE-SET PRESSURE /; (ROTATE REGUL.ATOR /1,, AS I REO'D) I \ REMOTE CONTROL / / ~--12" BOX I VALI/E--DRI" ; / / I I I ~-----BALL I /,.. 1 / VAL'✓" 4-1 :-' 3-·-· I i / ; L i'--",_,_ __ ----.-..,,.........._ I I I -FINISH GRACE ---i-1,;;:i:i:;;,1u; ,.,..,,...,.,_,,,.~-,,:-t-'"'-d···· SCH 80 '¥ / 1-1/2"(MIN) ./ II\ _J /" SCH 80 NIPPLE // ,// PVC ADAPTOR ~' BRICK ( 6 REO'D) ,. ~AINLINE-----" /L!} DRIP VAL VE ASSEMBLY \1 4 NOT TO SCALE ELL SCH 80 "VC !__ SCH 80 PVC TEE VALVE BOX - // J & R PRODUCTS / / NC. 3 RT. BOX NJD // I LID MARKED RECLAIMED' -------'----, I (PURPLE U)VER) ((:J··,I '=n~-dry-----------e; '7 ,ti I I-, 11-11 , I i. I i ~ ( \\1 I lu -I ,.:.c II 11 (/ r~-BALL vAL'✓E I i \~ I 1im MAINLltJE -~~ ·--...... --------=--------~ P VC MA LE A.D.APTOR BALL VALVE NOT TO SCALE __,----WALL -~ CCNTROLLER // CABINET: ,../ MCUNT PER ----0--,..c., MA~UFACTURE'!'S IN5TRUCTIONS --THREADED CONNECTION BETWEEf\ CONTROLLER A~ID CCN::>UIT ____.-ANCrOR CONDUIT _ ____,..-------WI TH GAL VI NI ZED --.....____ __ P PE ::L.AMPS AclD .APPROP'llA TE FASTENERS -~ 2" RIGID STEEL CONO_iiT FOR ~-----CON TROLLER WI RE _ --==--~ .3 / 4" RI GI ,J STEEL 111 111 i COG D .)IT FOR 111 111 111· POWER SUPPL y ,-iii-,' ·.,......-12" RADIUS MIN /// SWEEP ELL 'IOTE: 1 VERIFY LOCATION WITH OWNER 2 SUPPL'( POWER AS REOIJIRED. (T) WALL MOUNTED CONTROLLER ~ NOT TO SCALE __J ""' 0 oz w:!' ,-36" BOX SIZE TREE AND ABOVE --1/2" DIA. MIN. 2-PLY REINFORCED RUBBER GARDEN hOSE GOVE:RINC, WIRc AROUND TREE LIMBS ------TURN 3UCkLE- APi"ROPRIATE SIZE- SECURE WITH WIRE -6' LONG ,1IN. WHITE PLASTIC TUBIN ~' 12 GAUGE ZINC COATED s-EEL GU' WIRES DEADMAN-3 EVENLY SPACFO B" x5" x16" CONC BLCCKS /Q"~ TREE GUYING (1_1-__ ./ NOT TO SCALE Fll,ISH GRADE: AT LAW" c·-(1) REDWOOD 2x4" / ( (4) 1/2x4. OR (2) / 1 x4" LAMINA TEO ON / SHARP CURVES ) / 1-FINISH (;RADE AT I I GROUND COVER 1 I ,.._,......,, _ _,, 1 -1 i 2" I .,,,,.,,=.,...f \ ' 1i 11 11i 1 11 =11=111 II Ill Ill""-~ = T Ill 1:.1:_ GALVANIZED NAIL lllllwlllllillM ~~lllill~ (2) MIN PER s-AKE 11=111 111-11 Ill. J1Sl' 1x3x18" REDWOOD :Ill 111== -11-11 u I Ill II 111 1111== STAKE. s' ° C ·111=111:: l!I II -REDWOOD HEACER II Ill 'II= \ ,7x3x18" REDWOOD STAKE ~:: gl 11 \ \,.1 x_4x24" REDWOOD BLOCK _11,_ 111_ ...,. .. 11::::1 11=1 I \ L ·. ""9 , ,$ I 7 SPLICE DETAIL PLAN NOT TO SCALE REDWOOD HEADER (NIC) ADDITIVE AL TERNA TE ..1±) NOT TO SCALE NOTE. OUICK COUPLER VALVE SHALL BE AFPROV~[) FOR ~ECLAIMED WATER. _.--"--- .. --OUICK COUPLER VALVE _/ (PURP _E CAP) (,11fj ) ./ _.-3' IN (;ROUND Cr)V[R, __ .... / f-,---,ii-r-,----rr-'IOTE: ALL FITTINGS QUICK COUPLER VALVE NOT TO SCALE THRO. SCH. 80 PV'.'. CU FT CONCRC:TE ~ns 4" G,EEN C,RA IE, 4' ?ERFORAT:D RIC,I0 ~RAIN PIPE WRAFPcD \II T 1 :·:rnrEXTI_[ FILTER FABRIC ·:.1 .. RROU%ED WI·~ PU 1;RAVEL 111 12" DIA HOLE '.I 'ER I :;AL. -15 GAL fRfli (2 PEP 24. 80X TRE:'.i (, "F, F ACH I' Al M fPF'E j -·-FINISH CRADE TT~lf"!"""--r M1N1MuM Aaovi: GRADE AT < 1TI I 11 · i :ROUND COVER. FLIISH IN LAI\!, ; ),--' • _ .. I [=----+---L?' MIN D AMETFR HOL, ~ 11 11) = . : _ 13 ~i BE1_0W TR:I PLANTING rn ~ -1-, 11-111-, Ii I 11 •. : . i~-0;-----L[A'it CENl!R OP,1 FOR '.,11H(!NING ~ ' ' ' - 1 '.IE TREE AND SHRUB PLA,111NC (l"') 2 x :OWAINER ' -~r DETAIL F(~ OTHER REOIJIREMENT\ ,-14. J"' DEEP WATERING DEVICE / BREATHER TUBE ----· 14 NOT TO SCALE I '" / :::.:.iz/ . 0-/ ""' I I__,,......., \<'-o \C-.. \(. ' \ SPACING PER PLP,~I -CENTER OF PLANT I /2 SPACING FROM F. XED I1.,IPROVEl,I EN Tr CURB. WALK, HEl'.D:'.R, ETC TRIANGULAR SPACING NOT TO SCALE NOTES: : THERE SHALL BE NO FITTINGS CR COKNECTIONS TO OTHER FACILITIE:S BETWEEN THE METER A~D BACKFLCW ASSEMBLY l ? BACKFLCW PREVENTER MAY h(!T BE I INSTALLED IN PUBLIC ~IGHT-o=-wAY .3CCNSTRUCT 2· HIGH RETA]N[NC 1 WALc. ON 3 SIDES OF BACKFLOW 1 PREVENTER WHEN I l,JST ALL ED ON I ~ 4 I :JR CREA TER SL:>PE OPEN END 1 (J_i' (4 ) " (E; (_4.' (-~-) SHALL BE AT JOWNHILL s:DE o= I J CLEARANCE BETWEEN WALL AND t ~ ~,LCPE. PRCV DE 2· HOC: I ZOI, TA_ '1 1· T Fff ' '--~--le,, .:r 1"' ._, BACKFL:)W PREVENTER 400 NCT INSTALL IN AREA 1 2 v U'~,:T , -----(~) ._______ {) , \, '.) ,, SUBJECT TO FLOODING •---- 1 . l'"'" ___ t·,.' X ' . · _ ! _12' MIN , L..-. T 3G' MAX 1(2j ~ (1', ~I,____ ~ 3G" MAX. ,-,--------~r: _______ ,-,571 L.=_ ~ ~~·"".-~ .~ \'-... _~ · .• _, .... _~ ·. ' .• _-·. '. ". •. ,_--. •_ .... ..,. ~ : ,-' I TT4 t'::=:fTi I I-. " " . ·,, . s,·. ,,· ·" ·" ii 1-r !iTT::1-1' -,, ['11 4· C0~1C. FADjl· FINISH 5 D~ T.II1 -( ·: ME 1T...,R '' ., 11 1 ' -, ;,,u~r--n p,:0,1 ·, ,---. : ; f ·: ' -_)~ -~ C---C)----,; I_ i3 )---: : ,L ___ L, : • ~-, ___ /----, c·~, -I . ' ..,__. : : l""t··-~---.,._:.---'LI I~ \ 7 7 .r----f t:.ri;:i)FE~-,, rr-----·· ~ 1/ t •. __ . ---·· i "-· i: I __ _.___ _ _ _...1-.._ ._!_) (,' (.3) ,.;_.., _ _) \ \ ·---- : PUBLIC PR I VA TE CONSUMERS RESPONSI8!L!TY --------------· --------------TO BE : ~SULLED PURSl,ANT TO MU~ IC I PAL CODE BOOK 14 08 010. 4001-,EC. 58, TIT_[ 1' OF -HE CAL!rORN!A ADMINISTRATIVE CCDE ITEM 2 .3 4 C .) 6 7 8 DESCRIPTION METER AND VALVE , 3Y DISTRICT) TYPE K OF L HARD COPPER OR BRASS RISE~ COPPE~ OR BRASS 90 ELBC>W (SOLDER JOINTS OR Tf'REAOED COPPER OR BRAS~ NIPPLE BRA.::,S ur,]ON APPROVE □ BACKFLOW PREVENTER ASSEMBLY 1 CUSIC FOOT ( 20 □0 PSll THRlJST BLOCK METER BOX ! BY DISTR:CT\ SPEC/DWG PG 24 FI TT I NG'il 40 4Cl CARLSBAD MUNICIPAL WATER DISTRICT FEVISION APFR:CA E ----····--·---+-------------, I -·-"·-·---+--~-------, ! 2 INCH AND UNDER BACKFLOW INSTALLATION R.P. BACK FLOW ASSEMBLY NOT TO SCALE STD. DWG. NO. W20 AUCUST 1993 TYPICAL INSTALLATION INSECT CAP STAKE LAWN IN ST ALLA TION I 2" ABCVE GRADE OR MULCH WH~RE OCCURS --FltJ CRD --[Tl:::--1·c· FLEXIBLE PVC 160"X 220"' Cl D DISTRIBUT:OfJ TUBlfJG EMITTER TUBING INSTALLATION NOT TO SCALE INSECT CAP ---GR.4 TE FIN CRD --PIPE -!~RAVEL I ' DEEP WATERING TUBE FCR DRIP r~STALLATION TO TREES IN LAWN AREAS. SEE DETAIL THIS SHEET (Yi) ...__-, ~,1')/:i'.'.l•-J':',2;;: ( A UC # 8':.N ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED, ENGINEERING PLAN CHECKER DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" NAME DATE TITLE: REVIEWED BY, NSPE:CTOR DATE t----+--------+-------·-·-·-··-·-··-"··· "'" ·--·····-"'"""-·+------+--------.I -----·--·-··-·--·--f-------+------t t----+--------t---""·--···-··--······-"" .. -·-···"'"'"'" ___ -··-· --+-----I t----+--------t--------------------<--··· ....... _______ _ DATE INITIAL DATE INITIAL DATE INITIAL REVISION DESCRIPTION ENGINE,R OF WORK OTHER APPROVAL CITY AP"ROVAL 11 SHEETS I I 1 5 TAYLOR MADE GOLF CARLSBAD RESEARCH CENTER CARLSBAD, CALIFORNIA OWN BY: CHKD BY· ___ _ RVWD BY, PROJECT NO. MS 96-09 DRAWING NO. 352-JM C. M. W. D, JO 8 NO_ ------'-9"-6_-=-2_4 _4 _____ _ ~~DfT~ P1,.CT l•iO C:./ )01<11 -, 520-C-2500 CONCRETE PER STANDARD SPECS 114' R -, l/2" I 'MASTIC' JOINT CAULKING -GRET \ \ 1 FINISf-l PER =LAN \ \ J 1-b"xb"xb HELDED HIRE MESf-l AT MID -f-llCKNESS 1-COMPAC-ED FINc' CRUSf-lED M SC , AGG E\ASE PER ST ANDAR::.i \ SPECS ~&", !'11N.) COMPACTION i II II II I ' II II II , • 18" I I I II II II I ·- II II II II \ ~--.... _ U-:1 I 1---I= _J= _l-_-_,_ ' ·-.. __ _ t:1 11-111 I : 1=11 l=-111=1 I l=I I APPROVED-"'-' -· ' ' . '-=I',_,. COMPACTION .. ~-vt ... ""J ~,...... (!',~.dr,,.~Ar,,. ----·EXPANS,ON JO NT ,' _" e' :'-,,--· F'LLc'R MATERIAL t.d !1.----•.a-·· i.. t,:11 "' .•. D,;. ' b; .. "-J i;> ... ""J 17' ·; ",' ':.~ __ ... ----1/2" (PAVEMENT! ►--.-...:"'--~;., --: t11 \14" 1 SIDEl""1A~K) .. ,,,. .. ~ ~ EXF,AN§IQN JOINT DEEF TOOLED JOINT 0::E,AKENEp ELANE JOINT; NOTE, I. L IGf-lTL Y DUST HET 'MASTIC' JOINT HI-H SILICA SAND T? "EiLEN:::O IN," 2. FORM EXPANSIO'i JOINTS AS Sc'Ft'.RATE POURS. 3 LSE 'CELLOTEX' OR Lp=ROVED EQUAL EXPA"!SION JOINT FILLER MATERILL. NOT:, INS-..:!.LL JOINTS PER PLAI', &A,l,l Oil JOINT ---~-E A ➔ CONCRETE SIDEHALK ii; f NOT TO SCALE (~\ CONCfoaETJ;:; JOINT DETAILS ~-- VARIES " ' . ---! ~ !/2'' ..--STEEL ENCLOSURE• PAINT PER OHNER ;·. ', ~/ l / --------3/4" EXTERIOR GRADE AE\ =L YHOOD BACKBOARD PAINT 'T 11 n 11 n /" hlTf-l 2 COATS EXTERIOR ENAMEL. LOCATE :l' CLEAR INSIDE OF -· f-'1rr-M'i::Jr STEEL ENCLOSwRE BACK PANEL ~ ~ [,, IUi V / ~--- 11,JI V BACKBOARD HITf-l CADMIUM PLATED 3/lb" STOVE BOLTS (b MIN ) v 11 '/ t . V ,_ ------DUPLEX RECEP' ..:!.CLE (GROUND FAULT), 4 I, 1n V '/~---SECURE ENCLOSURE HITH :l/6"xb"xl" ANCHOR BOLTS lb MIN.) I/ lo■A, I/ l-l/2"xl-l/2"Xl/4" GALv. STEEL ANGLE STIFFENERS. SECURE II / ~" FINISl--l-,, • , /--·-MOH STRIP IN LAHN AREAS GRADE \ ~ : '! Jfll --. r:.·· " J"L ,. --;I J l-;111--· ~i' Jl_.11 ~ I_ -~ -·_ ,• __ :;--':::: r <MIN ) PVC SC'-1 40 CONDUIT FOR CONTROLLER HIRES TO PB T ffi I. . ;· !~ 1·~ ..gA ~ m111r i.,SE ,;,o DEGRE= SH=EP ELLS 111-111-Q . "I< .~,_.-·, ' I 1-1 11--= =-' ' · •, ~,-,,-..::__-=--10"HIDECONCRETEFOOTING J 11 I I I=-= IJ;::; "--'.'._'. _ _:I 1-111- NO-E, INCLUDED FOR REFERENCE. SEE TAYLOR MADE GOLF DHG, 3:,2-3L. , -=-111-111::-' . ~-0 '(MIN )------3;4" PVC SCH 40 CONDUIT ._,,,_, ' CONT!'<OLLEF< ENCLO&Ufi<E NOT TO &CAL!:; NOTES: I. INSTALL 25,H BULB IN PLUG-IN LIGHT SOCKET ? VERIFY LOCATION HITH OHNER PRIOR TO INSTALLATION :l PROV DE =oHER AS REQUIRED ,. t / 1-112" RADIUS TOOLED x'· EDGE // _,/-PAD CENTER _.../ _.,,./ ______ ., .... ----------<' __ ./ ' _ (-ff{(~ t1-1:1 ---------CO"iCRETE PAvlNG ~ + ~-_ / PICN C TABLE- \, ~-~ / DIRECTION PER PLAN ·,,_~-/.__________ SLOPE PAD- 115" HASH rMIN.) 1/4" HASH !MAX.) PICNIC TABLE NOTE, I. CALIFORN A PRECAST STONE INC. MO::>EL TS-72-30-~ OR EQI..AL COLOR PER ARCHITECT SEAL ~ITl-l "HARDGUARD" PK-2 CLEAR-C ME6A ENTERPR'SES PO BOX 261836 SAN DIEGO, CA "l22«>-0"lb5 PH. !bl~! 58«>-0557. SECURE TO CONCRETE PAD PER MANUFACTURER'S RECOMMENDAT ON$. F<OJND FICNIC T A6LE FAD-FLAN NOT TO SCALE 25" PRECAST CONCRETc' /{,,--ENCLOSURE /ROUND! IS~~~~~~)--SMOOTl-l SAND AT TOP I ' .,---27 GALLON GALVANIZED L----~ MET AL TRASH CAN I/ TO MATCl• PIC'<IC TABLE 1 1 ,,--ROUND CONCRETE PAC .\ y PAC ::C/1:, 8" ·-----IL-,!£:. / ---BASE TO MA-cµ PICNIC TABLE PAD BASE PII:, NO,E, I. TRASf-l RECEPT AC~ E ENCLOSURE AS MANUFAC- TURED BT CALIFORNIA PRECAST STONE INC. MODEL H-4 COLOR AND FNISl-l PER ARC...JITECT. 2. INSTALL PER MANUFACTURER'S INSTRUC::-IONS TRASH RE'CEFT ACLE NOT TO SCALE r 520-C-2500 CONCRETE PAD I I / •4 REBAR ICOl',T_! I r IB" o.c EAc,, HAY / _ 4 CENTER IN SLAB 1 HI DTH FEl'i< FL AN . ~\ FICNIC TABLE PAD-S!cCTION I 15 ) NOT TO SCALE BASKET6ALL BACKSTOP·· INST ALL UPRIG,-4TS AND FOOTINGS PER '1ANUF. PATTERSON-HILLIAMS MODEL 1525 4-112" OD. b' OFFSET SINGLE POST UPRIG,-4T AND MODEL i4 l/4" GALV FAN BACKBOARD OR EQUAL-SUPPL T MODEL 6131 DOUBLE RING GOAL HITH NYLON N;;:T OR EQUAL. INSTALL HOOF 10'-0" AE:IOvE FINIS.-GRADE. () ' IS' i _j IL f-w w I <J) . -·----···-··-···· ~-( E ~ HALF COUF<T BA5i<ETBALL \ '5' ) NOT TO SCALE '----./ ¥ Wll•y Group L•r.d•c•p• Archlt•c. tur• r,,r--, R,:_,y Wil~y, ,ol,,SLA 86WN~;~jo~dSI~ 102-103 'T:/ Lciri<:IVis:ipe Ar<:-h•1<?--:t ';,:,n [l;ego. CA 921'19 ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED: ENGINEERING PLAN CHECKER DATE BACKSTOP POST ., I \ "J I --+----..1. I If\ :,:: C) _J IL ,- w w I <J) .... , ........ ,-.... ····--·-··- -COURT LINES-2" hlDE. HHITE-COURT LINE PAINT FOR STRIPING SHALL BE L TYPE MANUFACTURED FOR CONCRETE SI..RFACES. APPLY PER MAN~F. iTTP . .! "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS NAME DATE TITLE: REVIEWED BY: INSPECTOR ----···-··----, •..•. ,, DA-e;Tc;=E--·---- t----+----i------ t----+----i--------·••---__ -__ -__ -__ -_-_-_-_-_-_-_-_---<+---_-_-_-_-_+._-_-_-_-_-_-:_-_-_-_-_-_---<+---_-_-_-_--<_, I ·1~T I ~I __ c_1T_Y __ /J_N_f_,N_G_~-'"-~-T~_,_~_s_B_A_o __ ~I I sH,E~s--1 ---··-·-------···---------+----,----; . "' , .... , .. -....... ,_, ___ , ___ -+--------+-------1 TAYLOR MADE GOLF .. ' ., ... ,, .... ---+----+----I DATE INITIAL REVISION DESCRl 0 TION DATE INITIAL DATE INITIAL t------~---1----~---1 CARLSBAD RESEARCH CENTER t----+--+------------.. -.... _-. _-____ -__ :_+-·_ ... _.•_····-_-·-:====:====:==== ~~~===;,CA-pl\ft+c:':=S=BA=D=, 7 C=A=L7i=IF=O=R=N=IA====~· I----+----+---------·-···~···-.,., .... ' ····------+-----+--+-----t AP0 ROVED: --/ /?~.,.,, L(J I.,//_ .. A 1----+---t------------· · ··-------+---+----+----t-----t / Y.ar . 7 IJ ~u 1----+---t----------~-........... , .. ---+-------<t-----+-------1t-------i ASSIST ANT PLA1'NING DIRE.I< t OK / DA TE ~D=W=N=BY=,= _=_= _= _= _= _=_ :::,';;,.'i=-==p R=o=J==E=C::::.T tN=o=.==::::;-~D=RA=W=l=N=G=No==.~ CHKD er,----MS 96-09 352-JM RVWD BY: ENGINEER DF WORK OTHER APPROVAL CITY APPROVAL C. M .W .D. JOB NO. __,9_6_-_2_4_4 ______ _