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DWG 351-8L; CT 95-02; FOUR SEASONS AVIARA; 01-37
RECLAIMED WATER __ NOTES. 1. All WORK StiALL BE DONE lfJ ACCORDANCE WITH T-IE CARLSBAD MUNICIPAL WATER DISTRICT'S .. CARLSBAD RECLAMATION RULES I!. REGULATIONS FOR CONSTRUCTION 0FRECI.AIMED WATER MAINS" DATED OCTOBER, 1g,93, 2. DRINKING F0UNTAJNS SHALL BE PROTECTED FRCM SPRAY OF RECLAIM[[) WAfE~!. BEST MAl~AGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECLAIMED WAT[R ENCR0ACHMOH ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BENCHES • PLAYGROUNDS. Sl>ND TOT LOTS, ETC. 3. BEST MAl~AGEMENT PRACTIICES SHAlL BE USED TO ELMINATE 01~ CONTROL TO THE BEST EXTENT POSSIBLE, PONDING, RUN-OFF, OVER SPRAY AND MISTIING, ' 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. ON-SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND f'0TABLE WATER LINES IS STRICTLY PROHIBITED. 6. NO SUBSTl'iUTI0N OF PIPE M,ATERIIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBA0 MUNICIPAL WATER DISTRICT. , 7. ALL ON-SITE PIP[S SHALi. HAVE WARNING TAPE PER CARLSBAD MUNICIPAL. WATER DISTRICT'S RULES ANO REGULATIONS, * 8. THE IRRIGATION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10i00 PM AND 6°00 A.M. THE FOLLOWING MORNING (SPOT IRRIGATION COULD Bl: DONE AT. A DIFFERENT TIME WITH QUALIFIED SUPERVISORY PERS0NNEU. 9. PROVIDE A MINIMUM OF A.T LEAST 18 INCHES or COVER' ()V[R ALL WIRING AND PIPING. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONT ACT WITH RECLAIMED WATER. WHETHER BY WINDBLOWN SPRAY OR DIRECT APPllCATI0N THROUGH IRRIGATIOIII OR OTHER USE. LACK OF PROTECTION, WHETHEWIR BY DESIGN, CONSTRUCTION P"IACTICE OR SYSTEM 0P[R/1,TI0N IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT 0VER··SPRAYING ON SIDEWALKS, STREETS AND NON·DESICNATED USE AREAS, 12 .. RECLAIMED WATEFI QUICK COUPLING VAL YES SHALL BE OF A TYPE DESIGNED FOR USE ON RECLAIMED WATER DISTRIBUTION SYSTEMS <SPIKES NOT EXCHANGABLE WITH POT ABLE WATER QUICK COUPLER SPIKES> PER CARLSBAD MUNICIP.111.. W,ATE:R DISTRICT"S RULE<; AIND REGULATIONS. - 13. METERS SHALL BE SIZED BY THE CITY OF CARILSBAD MUNICIPAL. WATER DISTRICT. 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WAR~IING 'NON POTABLE WATER" OR "RECLAIMED WATER', C0L0R·C0DED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWAIRD THE TOP OF THE TRENCH PER CARLSBAD MUNICIPAi WATER DISTRICT"S RULES AND REGULATIONS. . 15. ALL POT ABLE WATER AND RECLAIMED WATER Pll"ING SHALL BE INST ALL F.D WITH THF STENCILING ORIENTED TOWARD THE TOP OF TH[ TRENCH. • - 16. WHEN A POT ABLE WATER LINE AND RECLAIMED WATER LINE CROSS, THE RECLAIMED LINE SHALL. BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL El<TEND 10 FETT FROM EACH SIDE,, FROM THE CEIITER LINE OF POTABLE I.IN[, FOR A, TOTAL OF 20 FEET. 17. /.I. ,10 FOOT H0RIZ0NT Al SEPARATION BETWEEN POTABLE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE Ul~E MUST BE INSTALLED ABOVE THE RECLAIMED LINE. 18. A MINIMUM Of 12 INCHES OF VERTICAL SEPAIRATI0N BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. * 19. DEVELOPER/CONTRACTOR SHALL CONDUCT A CRtOSS·C0NNECTI0N TEST AND A COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIP~IL. WATER DISTRICT ENGINEER OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENT AL HEAi. fH PRIOR TO ANY USE OF RECLAIMED WATER. 20. QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: HAVE ACME TYPE THREADS SPIKES NOT INTERCHANGABL.E WITH POTABLE WATER QUICK COUPLER SPIKES> AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO THE VALVE. QUICK COUPLING VAL.YES SHALL BE NELSON NO. 7645, HUNTER NO. HV100A·RL-NP OR APPROVED EQUAL. 21. AN ANNUAL CROSS CONNECTION INSPECTION SHALL BE DONE EITHER BY C~RLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT 0° ENVIRONMENT AL HEAL TH, COPIES OF INSPECTION REPORTS WILL 13[ FORWARDED TO THE NOI-.J-INSPECTING PARTY. * 22. DEVELOPER SHALL SHOW THE LOCATIONS OF R,C. SIGNS "DO NOT DRINK .. ON THESE PL ANS. * 23. AN ON-SITE USEIVSUPERVISOR SHALL BE DESIGNATED IN WRITl"G. THIS INDIVIDUAL SHALL BE FAMILl!'f' WITH PLUMBING SYSTEM WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKF LOW/CROSS CONNECTION PROTECTION AND THE SPECIFIC REQUIREMENTS OF A RECLAIMED WATER SYSTEM. COPIES OF THE DESIGNATION WITH CONTACT PHONE NUMBERS SHAILL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENT AL HEAL TH AND THE CARLSBAD MUNICIPAL WATER DISTRICT. 24. IN CASE OF EMERGENCY CONTACT DEREK DAVIS AT (619) 297-4156 AFTER HOURS CONTACT ____ R~0~B~E~R~T~G~R~E~T~N __ _ 25. SHOW ALL POTABLE WATER LINES ON THE PLANS. 26. ON RECLAIMED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES. ETC.) SHALL BE COLDER CODED PURPLE PER AWWA GUIDELINES AND SECTION 4049154 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. * ITEMS NO"S 8, 19 AND 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE Of RECLAIMED WATER, ITEM NO, 22 THE SIGNAGE PLAN SHALL BE A PART OF l'HIS 1.P, BUT THE SIGNS AND TAGS WILL BE INST AL LED JUST P~IOR TO ACTUAL USE OF RECLAIMED WATER. SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE Of RECLAIMED WATER ARE TO BE PERIIIANENTL Y POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE, PLACE ON A 8'/{' X 11 .. SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. RECI._AIMED WATER SYSTEM - l SPORTS CLUB - £i!LLQ.ELINES FOR RECLAIMED WATER USE 1. IRRIGATE BETWEEN THE HOURS OF 10<00 P.111:-iiiJO 6:0Q A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL 0NSITE. NO SYSTEM SHALL AT ANY TIME BE L.E:FT UNATTENDED DURING USE OUTSIDE THE tiORIAAL SCHEDULE, 3 6. 7 .. 9. l;RRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOL.ING AND PONDING. THE APPL_ICATI0N RATE SHALL NOT EXCEED THE INF'IL TRATl()N RATE OF THE SOIL. TIMERS MUSl BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE F ACIL.ITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, I.E., EMPLOYING THE REPEAT FUNCTI0l•i TO BREAK UP THE T0HIL. IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. ADJLST SPRAY HEADS 'TO ELIMINATE ()V[RSPRAY ONTO AREAS NOT WiDER THE CONTROL 0• THE CUSTOMER. FOR EX.AMPLE, POOL DECKS, f'RIVATE PATIOS, PRIVATE LOTS STREETS AND SIDEWAI.KS, ' MONITOR AND MAINTAIN THE SYSTEM TO MINIMl:ZE EQUIPMENT AND MATERIAL FAILURE BRm:EN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED , AS SOON AS THEY BECOME APPARENT. EDUCATE AILL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS DF THE PRESENCE OF RECLAIMED WATER. PERSONNEi. MUST BE INFORMED THAT RECLAIMED WATER IN MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES: HAND OR TOOL WASHING, AND ETC. GIVEN TfiE HIGH TURNOVER RATE OF EMPLOYEES IN THE l.Al~DSCAPING INDUSTRY. IT IS IMPORTANT THIS IMF0RMATION BE DISSEMINATED ON AN AL.MOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS f1ESF'ONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YO!JR EMPLOYEES. OBTAIN PRIOR APPROVAL OF All PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ONSITE F AGILITIES. SUCH CHANGES MUST BE SUBMITTED TO .. AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT ST ANDAR0S. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH 3"' X 4" IDEN TIFIC/1,TION T ACS. - A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4", PURPLE IN COLOR WITH THE WORDS "WARNING RECLAIMED WATER -00 NOT DRINK" IMPRINTED ON ONE SIDE ,~ND "AVISO -AGUA IMPURA -NO T0MAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR, USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQU,1\1... B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: ·1. 2. 3. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR ATTACH TO SOLENOID WIR[ DIRECTLY OR WITH PLASTIC TIE-WRAP OR ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. (PRIVATE) UNIT 1 \ ' \ \ ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS F!ECLAIMED WATER SPRINKLER HEADS. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEAIRING THE WORDS "RECLAIMED WATER USED FOR IRRIGATION" IN ENGU~H AND SPANISH, WITH BLACK LETTERS 1 INCH HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL. UTILIZING THE EQUIPMENT. SITE MAP _L~~~_ECT ION PROCEDURES 1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A, LOCATION OF PIPE LINES. B. TRENCH DEPTH. C. REQUIRED SEPARATION [HQRIZ0NT All Y AND VERTICALLY). D. PIPE IDENTIFICATION E. POINTS-OF ·CONNECTION <P0C'Sl. F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS. G. WARNING SIGNS AT THE SITE ANO ON THE TRUCKS HAULING RECLAIMED WATER <IF RECLAIMED WATER IS USED FOR CONSTRUCTION). AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY ANO THE DISTRICT, AND BE FORWARDED TO THE COUNTY DEPARTMENT OF ENVIRONMENT AL HEAL TH PRIOR TO FINAL INSPECTION APPROVAL. ' 2, DISTRICT FINAL INSPECTION SHALL INCLUDE• A. B. C. 0. [. F. G. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM TO DETERMINE THE_ ADEQUACY OF COVERAGE ON THE APPROVED USE AREA ANO PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECLAIMED WATER. WARNING SIGNS AND LABELS. QUICK COUPLING VALVES. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. REQUIRED PROTECTION OF WELL, STREAMS, RESERVOIRS, ETC. CROSS-CONNECTION. S, ~.NNUAl INSPECTION SHALL INCLUDE• A COMPLETE INSPECTION WHICH SHOULD COVER PART A, PAIRT B•ANO PART G OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEAi.. TH ENGINEER, CITY PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD, DECLARATION OF RESPONSIBLE CHARGE NO SCALI: \ L E. GE N,..:.aD'-- REC i_ Al MED WATER LINE POT ABLE WATER LINE RECL~MED WATER METER BOOSTER PUMP BACKFLOW PREVENTER GATE VALVE CONTROLLER POINT OF CONNECTION "DO NOT DRINK" SIGN Fb'aBI..-~ klt,..il:'.R WWR '-" MAP --12-- --1,,.J-- ui: 111 ~ ~ EB [:.iii ~ • ffi I, / EXISTING RECLAIMED WATER METER, BACKFLOW PREVENTER & BOOSTER PUMP ARE LOCATED OFF- SITE ON AVIARA PARKWAY ROAD STA NO. 101+50. REFER TO CITY OF CARLSBAD DRAWING NO. 346•7L --:z-... -- I I I 0: SHEET. .I NDE.X SHEET NO. CMWD TITLE SHEET PRO,JECT TITLE SHEET COt~STRUCTION PLANS COt~STRUCTIO~J DETAILS CONSTRUCTION SPECIFICATIONS IRRIGATION PLANS IRRIGATION LEGEI\IDS IRRIGATION DETAILS IRRIGATION SPECFICIATIONS IRRIGATION PRESSURE CALCULATIONS PLANTING PL.ANS PLANTING LEGENDS PL.AI\/TING DETAILS PLAI\/TING SPECIFICATIONS L.IGHITING SCHEMATIC Landi,cape Architecture • Planning La Jolla Centre II Tl TL E REVIEWED BY: 1 2 .3-5 6·-9 10·· 16 17-20 21 22-25 26-27 28 29-32 33 34 35,-36 37 "AS BUiLT" DATE -'1,-------r--------------~ I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONAL CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. 9265 Towne Centre Drive, Suite 340 Sen Diego, CA 92121·3002 619.660.1675 • F'ax 660.16B0 36" -,r-----------------------_J, I -·----· PURPLE BACKGROUND I BLACK 12" X 35" SIZE ·--1" BLACK LETTERS WARNI G RECLAIMED WATER DO NOT DRINK R CLAIMED WATE~~ AVISO -AGUA IMPUR,ti. N TOMAR .016 ALUMINUM'r.060 ABS PLASTIC OR S ICK-ON \__ 1" BLACK LETTERS WARNING RECLAIMED WATER DO NOT DRINK AVISO -AGUA IMPURA NO TOMAR I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENT AL HEAL TH IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESP0NSIBLITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED,,:: ANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE , PR0TECl-101 PLAN, AND CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. / N:) '.:;CALE REVIEl[D BY: Revisions -r,r~st Je approved by Public Heali.h Engineer, City Planning Director & Dislrict Engineer prk>r to impfementation in field. DEVELOPER'S l~AME· AVIAAA FSRC ASSOCIATES .. --·--·--·----- ADDRESS: 7100 BLUf. HERON PL.AC( CARLSBAD.CA 92009 TEI.EF'H0NE: [619) 431-7111 DATE PLAN PREPARED: 2/18/97 BY: ONA, INC, INSPECTOR DATE CARLSBAD MUNIC[PAL WATER DISTRICT Sheet 1 CI TY OF CARLSBAD ,3 7 PLANNING DEPARTMENT Sheets PRIVATE <ONSITE> RECLAIMED WATER SYSTEM FOR: FOUR SEASONS RESORT AT A VIARA c-C ,N:a:.~BfAD ~_;,CIPAL WATER DISTRICT No DISTRICT APPROVED CHANGES BENCH MARK SPORTS CLUB -UNIT 1 ! ! · J 1?1/~ J-$97 • Descrfption Approved Dote Description__________________ "' ~ WILLIAM PLUMl,(R, DISTRICT ENGINEER Dato i----i---------'----·----+..:..c_-+:.::..:..::.j l-~AP;:;:P:-::R-::::QV-::E,:-0-----,,~---;;rf---,1------------116 ~ rR:..:-Cc:.;-E:..:-.:.;2:..:::8.:.;17~6:--:-:-'."-::-::::-::-:=:=-==-:-:-.--:-----~....i.-----------------l--------1--, Locot ion ::-,-;:-=-:--,,,,.-,,4~~~~~.L.~~~q__b-"). 7-9 z : ;; 18" X 18" SIZE SAN DIEGO COUNTY DEPARTMENT i--::;,;AS:;.;S:.:,l:.ST:.:.A;;.;N.:.;T==~;L;'...:.::::.::.:..:::::__,.c__ __ ~--~D~A~TE:___....1 c1 .. VINYL SIGNS. 2" BLACK LETTERS ,0116 ALUMINUM\/.O6O ABS PLASTIC 1/ OF ENVIRDNhAENTAL HEAL TH ---------------Drwn, ·~-11 ' .I ,,.,. r---t----------------l--------+----1 R d F DRAWING NO, o o OR: STICK-ON INYL SIGNS. / 01 <flrtlk .::L-/'J-"11 ecor rom_________________ ,t z ~;i;~~2/1El/9;;-------------------------·---------------------------------_JL.:AP:PR:o:vt~O~B~r::__ ___________ ~~~te:__L_j ______________ _J __ _JL_L.E~le:vo:t~i~~=-=-=--=·=-=-~=-~~-=·::::-:-~D:ot~u=m-========-Ch:ec:k:8:d ____ _Lc::::..T:___9:'...:5:_..=-~0~21_~3~5~·1~-~8~L=-Jo<~_:-~---·: Date Plotted= 2/ 18/97 ""'· u. C.M.W.D. JOB NO. 91-501 ~--~ • GENERAL NQTES; 1. THE CONTRACTOR MUST NOTIFY THE CITY PLAN CHECK CONSUL TANT (619) 438-1162, EXTENSION #4221, 72 HOURS (THREE WORKING DAYS), PRIOR TO STARTING CONSTRUCTION. 2. THE LANDSCAPE OR IRRIGATION CONTRACTOR IS TO VERIFY EXISTING P.S.I. AT JOB SITE PRIOR TO INSTALLING LANDSCAPE IRRIGATION SYSTEM. VERIFICATION SHALL BE MADE WITH THE APPROPRIATE WATER DISTRICT. 3. All REDUCED PRESSURE BACKFLOW PREVENTERS SHALL BE TESTED AFTER INSTALLATION, RELOCATION, OR REPAIRS BY A CITY APPROVED CERTIFIED TESTER. CALL 438-2722, EXT. 152 FOR A LIST OF CITY APPROVED CERTIFIED TESTERS. DEVELOPER/OWNER IS RESPONSIBLE FOR SUPPL YING A COPY OF THE TEST RESULTS TO THE CARLSBAD MUNICIPAL WATER DISTRICT, 5959 El CAMINO REAL. 4. CONSTRUCTION SCHEDULE: A. PRIOR TO ISSUANCE OF GRADING PERMITS, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. B. SPECIAL CONSIDERATION SHALL BE GIVEN TO WATER AND ELECTRICAL SERVICES. C. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. 0. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADIN.G AT EACH LOCATION IS ACHIEVED. o. IRRIGATION: A. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS 8ROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 6. PLANTING: A. PLANTING AND IRRIGATION FOR THE AREAS DESCRIBED ABOVE UNDER NO. 5 SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. 7. SLOPS PLANTING STANDARDS: A. SLOPES REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: 1. STANDARD #1 -COVER CROP/JUTE MESH COVER CROP SHALL BE A SEED MIX TYPICALLY MADE Up OF QUICK GERMINATING ANO FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF JUTE MESH SHALL BE AS APPROVED BY THE CITY ANO STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. JUTE MESH SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR JUTE MESH MAY BE USED. 2 . STANDARD #2 -GROUND COVER ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). 3. STANDARD #3 -LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2·3/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE), 4. STANDARD #4 -TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM OF ONE (1) PLANT PER TWO HUNDRED (200) SQUARE FEET. LANDSCAPE B. AREAS OF APPLICATION -SLOPES 6:1 OR STEEPER AND: 1 . 3 FEET OR LESS IN VERTICAL HEIGHT ANUDIRAEREAADMJINACI MEUNMT TO PUBLIC WALKS OR STREETS REQ STANDARD #1 (COVER CROP AND JUTTED). 2. 4 FEET TO 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2 AND #3. 3. IN EXCESS OF 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, #3 AND #4. C. SPECIAL CONDITIONS 1 . AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD # 1 (COVER CROP) WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: 1) SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. 2) A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. 3) IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. O. AREAS TO BE HYDROSEEDED SHALL FIRST BE DISKED OR ROTOTILLED TO PROVIDE A FRIABLE, LOOSE SEED BED. 8. SLOPE IRRIGATION STANDARDS: A. WATER SERVICE (POINT OF CONNECTION) INSTALLATION, TEMPORARY 011 PERMANENT, SHALL BE IN PLACE TO COINCIDE WITH PLANTING TIMING SPECIFIED IN SECTION E.3- 1 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. B. PIPE 1 . ON GRADE PIPE IS NOT ALLOWED UNLESS IT IS DEMONSTRATED TO THE SATISFACTION OF THE CITY THAT THE ROCKY CONDITION OF THE SLOPE WOULD PREVENT TRENCHING. IN CASES WHERE ON GRADE PIPE IS ALLOWED, IT SHALL BE THE GALVANIZED TYPE OR UYR RESISTANT PVC APPROVED BY THE CITY. 9. LETTER OF CERTIFICATION (INSTALLATION): A. THE LICENSED DESIGNER OF RECORD FOR All THE PROJE.CTS REQUIRING LANDSCAPE PLANS SHALL SUBMIT A LETTER TO THE CITY STATING THAT THE PROJECT HAS BEEN INSTALLED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. 10.AS-BUILTS: A. PRIOR TO RELEASE OF BONDS, AS-BUILT LANDSCAPE PLANS FOR THE BONDED WORK SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. B. CONTRACTOR SHALL DRAFT AS-BUILT INFORMATION ONTO HIS FIELD SET AS WORK PROGRESSES. C. CITY INSPECTOR SHALL APPROVE CONTRACTOR AS-BUILT$ BEFORE TURNING THEM OVER TO THE LANDSCAPE ARCHITECT, ALONG WITH THE CITY MYLARS. D. LANDSCAPE ARCHITECT SHALL ADD AS-BUILT INFORMATION TO CITY MYLARS AND RETURN THEM TO THE PLANNING DEPARTMENT. E. PLANNING DEPARTMENT SHALL REVIEW ANO APPROVE AS- BUILT MYLARS BEFORE ORDERING PRINT PACKAGE. I I I I W, :> I fl: I C}/ I Vl I 21 =::: I --. C); '.~ I a:i RT M.AfJ IMPROVEMENT PLANS FOR: C.ARLSBAD, CA --z------- IRRIGATION SHEET NC. PLANTING SHEET NO. 1 ---·-·. -·-- - ------ - -•m . . ·--·~---·-·-· SHEET I NDE::~ SH[[T ~~O. -------------·-·-----·--·-------------C l\i1 IA1 D F)f;:OJECT TITLE SHEET T!TLE SHEET CC)NSTF(UCTIC)N PL A.NS CC) NS T RU C T IC) N DE T ;;IL S C~ONSTRUCTIC)N SPECIFICATIClNS Ir~ RI(; AT IC) N Pl_ A~J S li~F<IC;ATIC)N LEGEI\IDS l;~RIG ATIC1t✓ IRF?IGATIC)t✓ DET /"ILS Sl::iE CF ICIA Tl()I\JS 1 2 ·3 i:· ' -,_) 6-9 10 -16 17-<1 0 r) ·1 ,..__ '; ? -') i::::, I!.~ ·-L L." ...... 26·-27 IRF<IGATIC)I'✓ PRESSUF<E C 1\L CUL AT IO ~,IS "' 8 L . PL,£'.\\ITINC F)L AI\JT INC F)LAI\JTl~~G; PLAI\ITIN(; f=1 L. J\t✓ S LEGENDS DETAILS SPECIFICATIO~•JS :~9-.32 .3~3 .34 ·31:: '56 ... ,)-"- I_ICH TING SCHE fv1ATIC ·37 ' , ,,~ \JNIJSC.4Pf .,_'7~ili:,,; "1~ ✓,I iZ~~-· --V ci; A .,. ~ ' ' \.1/.1..d_jf • -'I ~'/:i.2._ 1.r.~"L , _, '-1): t· ,._(or c~t\\l_., -~--·....-::: \ \ \ ;~, \ I I \,. ,, I ,, C"' I ,. .,,, --C' \ ~ I ,,,, APPROVED F'OR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. . I ',H2ET I --! I ... -···--~-~'"""'' --·····~- l'lCE . ~ ... -., .... ..;,::: J ~-' :;.o-;i I'• )J• ,--__ , ..... ---·-\ A Vt. \\ I L11ndscE>pe Architecture • Planning LB Jolie Centre II 9255 Towne Centre Drive, Suite 340 San Diego. CA 9ZIZl ·300Z 619.E,50.1575 • Fax 550.1580 'A.S BUil_ T II E:XP. C:ATE l<EVIEW[C· 13Y 0 ·-----•" __ ,,,_ ~-------------- NSPECTOI, D1\TE CITY OF CARl_SBtiO ',HEE TS 37 f"L. A \l~IING DEF'ARTMtl"H L,~NDSCAPE [MPRCJV~MEl~T PL f~ :-,..,S l"IJF: ,-,·-·-"~,O•,-, ····•·=•~- FOUR SEASONS RESORT .. •-AT A VIARA ,I ,, ----·-·------~•-••••••,N••~ SPORTS CLUB UNIT 1 : - • -------· -· : _____ ,,, ____ ,. =····-·~-------. ------=·-·-""·~-- M'F'ROVEE&~ _J/ /;-J.7-27 --·· . ----·--··~.---, "~----·----A'.' ';]STANT Pl ANN[l·IG c:m:i::TCR :::AT[ '"' ---· .. ,. ••-"· -----------~Wt·I .;v, I pcmJE:CT 1\/C. DFiAW:t"G NO. DATE INITIAL : iJA :"E [(JJT[AI .. [)ATE IN[TIAL. CT 95-02 351-BL ENC,INEER OF REVISJON DESCRIPTION OTHf:R APPIWVAL. CITY APPRO\l'AL ~ ~ti ~;y ,--"-----• "' l.<J C C ' cr, a: ,::, co ... .: . -" 0 " z .'!' ~ "" u -~ cu o E ~ 0 CL z ::; Q.l L--.,,......,----:-:::--------------------------------------------------------------------------------------------------:::;~o~ Dole Plolt,,d ,'/18/9 7 €:) WORKI \/ ~.a../ l--.1...,1 v·, ) ---·--------___ ,/ -l /' ·····-·-(. >-------- ----l------- ...--·-···· --- !\.._ --------- t----~---·-·-·-·- I ____ _;/ 1-(~--=D---+--E_XP_A_NS_l(_)N_J_O_IN_T _______ .// II E_~1) CONCRETE PAVING ENTRY AREA /' ---' .. { . -...,_ ________ _ '· .---·· -· ····-----· ---( ( --'---. ---~-, I ___ ,_ ~--' -f- ___ • C '• • >-•----"'•". ,..c"----- 1 V ~--------- --·--··· --~-------·, I --·-·---------· ..... ,-----' ,------~ (--, __ _'.___t_ ___ l ___ __:_,_l_:L_ I _,_,_._ ___ _J_,_ MATCf-lL!NE S££ SHEET 4 1~.,.3)-CONCRETE,;;_· _S_TE_: P_S __ _,, \~::J L _______ _ ( \ \ I I I '----i ---- ---·-· ---------------------~-~ ---- ~ ~ ---.z------ 20 0 10 •") '.) . ' , __ 4C ------ -·-DATE !NI TIAL .,~-~-·-·--- E:NGINE,R IJF WORK _, ... , ... __ _ I / -__ j I ' __ , -------- ,,_, -. , ___ ,,_ ---·-· . '··-···-·---··--·- ,-,~ ..... -... , --',., ., ... , .. , ••., .. •••ea,~ .. ---~ ........ REVISION DESCRIPTION APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE 1,::[ LBndscape Architecture • PlannlnK La Joi.lo Centre II 9265 Towne Centre Drive, Suite 340 San Diego, CA ll2121-3D02 IJ19.560.1575 • FBX 550.1580 "AS BUil. T" - f"XP. -•-•~a•~ DATE -------·-----· LOCATION OF' ilic\ll[V/1]) Br' PLANTING AREAS, ,. .. -..~, INSl"[CTOI, DATE --~~--["'~Tl CITY OF. [)~P~~~~~~?rBAD I ,;HE~ TS ------··•-., ...... I 31 .. _., f'l_,~NNINC ···•=" ··-- .,,.,, .. ., , ... --·-· U•N□!,;::AF'[ IMPROVEME: r,1 T F'I __ AN:;; i'"'.JFi: ·. FOUR SEASONS RESORT . ·····---· I : ---· AT AVIARA ------" SPORTS CLUB-UNIT I - ~~-------~-~-~F'F'FlO\IEll C"f,1(/ h-)"J.'7·1 -' SS!STANT i'i"11 N 1-JI NG DIRECTOR DATE I : LJWN BY: "-F'f,C.JEC T DRAWING NO. 1 JNl'frnL. N(J, DATE [)ATE IN!" l>a Cf-k:J 13Y: CT 95-02 351-SL <.> a, - ··-ti) o E , orn,,:R APPROVAL CITY APPROV,':lL R'VWD BY: ~ 0 "-z -;( Cl) _' z -~ L __________________________________________________________________________________________________________________________ _.a ._., Dc'.e Plotted: 10.115/96 ---................. ·-~· .. ····• .. ,, ............ ,.,.,. --~----·····----- ,,,, \ / / / \ \ 1-·-· c~, '--'-' :r: tn Ld z __ , :r:· (,_) e- <( ::::;; / // , I I I_. ,,,,~,/ '\ ,, '\\ \ _,/ // , / ,,,,. r-----------.-----, I I EXf)ANSION JOINT SCORE JOII\IT /"' '"' / __________ _..) (D)_'ENNIS_WAITING AREA •I \8. ,._ _ _,., jl I , ~~~~_,..,_,,...,---'='"'"'·""·,JI~""· =--~'-="""'=-"'"'-"'""'="'""~--=-=a"'""'~'~--~~>#1' I I ,, ~ --i ' ' t:~' TENNIS WAITING AREA •3 I . \· \ ·. I ---z------' ,\ I " -') 2 :) ~o ,j I ' GRAF'HIC SCh ... E IN FE:ET --+----------c-"'"· ·/ \ ' I I ......... ----- . ..--.. , ............. --· .. --- POST TENSIONED CONCRETE ----·-----SLAB TENNIS COURT (4 EA.l SEE ENGINEER'S IJLANS CLAY SURr ACE TENNIS COURT <? ~---·-·-·-·-·--·-· -· APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. rs,4ET 1 ! --... , -- -.. ,, .... ,.,, ... ~ .. ' L6ndsoape Architectur, • Planning Lo, Jollo, Cen lro II 9266 Towne Cent.re Drive, Suite 340 ~""\. Sen Diego, CA 92121"3002 . .. 61Q 550 1576 • Fax 660 1560 II ~C I ~) BU LT" -----·-··"'~---··~-- RC[ [Xf'. l:AH RE\/IEWE:D BY l'iS=•[CTOI< IJAT[ CITY IJF f'L ANl'J"NG C:E:PARTMFNT :?1 -·-·-··-·· ., "' ···-·- CARl_~;BA □J LHE[TC I U>NIJS[,PE IMP'lll\'EME W PL AN!r FC:ll'l~-, -------~,~.-. . ......... ,, .. , ...... -·-· ,·----,·~ ... .. ·-··-··· ····-·-· FOUR SEASONS RESORT , ...... ~ .. ·-· -...• , ..... _ AT AV IARA ··-·-· ~'·-·····"•'-••-· SPORTS CLUB-UNIT 1 ' .,.. " ... ·-······-~··-·-· ·- 1WPFICJVEC1 --;C;{JJL ~-) ~:fc77 .•. ., ...... ~ ..... ,~. ·--·-·~·-· • •••,. •• •••-<•N• -•••-• • -·--· , ... ,.~ .... ., .. -..... . ... /oSSIST(alH f't11"NNINC JmEC:TOR --·~~·-·-· ·-,.~ ... -,,. '"·~-·-·-·-·-(j,,JN BY:: OATE INITIAL ·-P"<OJECT IJ:J. ORAWI"ICi NCI. DATE INIT!Ac DAT[ rnll:c.i'" ~ . ·~--·-REVISION DESCRIPTION C,KD l'lY, C '" r,, -o o· C) 8 •;J I 01 -;;; J C J,. 0 ,_ c> •" c> (,) (n .~ "i, 2 ~ CT 95-02 [NGJNEER OF' w'()Rk'. DTH[,' APPllQVAL :nv fNWD EIY-351-SL A''l~H(JVAL ··-·--o._ z C~.la~,;elP~l;o1tt1;e,~J770071"~•~:.7i99b6_----------------------------------------------------------------------------------------------~========================================================:J~~ -·· do:: -.......................... _. __ I ' ' I I I I I '. I I I I I / I I / I I -· -·----... ---..... --·----.. ...., ,._ _______ _ ---... __ _ --·----... --..__ \ \ I \ \ 'I \ \ 1, I \ I 'I I \ \ I I I \ \ EXl~'ANSIO~i JOINT (,....~J SCORE JOINT ---- . --~ -----------· __ ...,._,._, ..• - . --..... -- ·-, .... ---, ...... \ ·--------· ---~··---------'----------------------·--------- 20 (' J 1 0 2 0 4 [I --·----.... .., \. \ -·-··· .. _, ~ -- ., .... •----·--- ----" -- - -· Din[ I NJ f '. C\L [r',t(;JI\.Et:R OF W011'K \ \ --- ----- ------ ---~ , --------1 -----------~/ ,_ ---- \ --. . .. -----.. ----- -,-,.,_ "··-···"·" --- \ \ \ \ ---- --··· ··"··-·-··-·-··- .. ,. -·· ... _, __ ,_ ... __ ,, ___ , ___ ---·--- ----- ___ , ------····-·-···"- i -. - .. \ \ \ \ , I I , / / I / / I / / /. MI\TCHLINE ___ .,,..:.-~------- ••• ' I SEE SHEET 4 Q\= '1l\ Landscape Architecture • Plonnlng La ,Jolla Centre II 11256 Towne Cenl,e Dd,•e, Suite 340 Sen Dl,ogo, CA 92121 ·3002 619.e,50.1576 • Fax 550.!5S0 "AS E:UILT" APPROVED FOR PLANTING A l'-I D IIRRIGATION ONLY ., <••-•••••"• •~------- INCLUDING PRECISE ,,c:E: f.XF'. DI\ -E LOCATION OF' -·--------·-------·--l'IEV EW~D 'lY• PLANTING AREAS. l"~Sf:>ECT:)~ DA-E -L5~J CITY DF CAf=;:LSB?iD ,----.. ···-· -.. SHE E'S '"'··--·-··---·-· 31 _ f" .. ,~1\11\IING '.JE.F"/1RT_MEIH -·-~~1rJ:;cc1PE W·PR(l•/fCMENT f'l-~N,; FCP: - FOUR SEASONS RESORT ' ..... ,., .. " AT A VIARA '" ...... ,.,., SPORTS CLUB-UNIT 1 -, == --Tl ---·-·--· .,., Af''P'lOVEIJ £¼ 1..-;!.7-z.2_ I ASS'S I AW W'ANNTNC DiR[CTClll Oi,TE -,-----·-····-------,- ---f'f'IOJECT Nil, ORi,WHJC; NO. OATE INlT!·'.:\ .. CIME: INIT'Cl. 01,/fj ~ CHKIJ 8v, CT REVJSION DESCRIPTION OTC[~ /1.i=►PriOV i~L C llY ~1PPRQVAL RVWD 3y,_ ,. 95-02 351-SL ·- ,·---. n ~-, 0 5 ... J ' '" •• C c-0 u 0 u :z l/J -~ ~;-T,i~~1C~/96:------·-------·--------------------------------------------------------·--------------------=:.:.__::::_====:=================:=============:Jz~ Date Plotted= 10/1~,/96 ° C: I ) <;) z 1-- 0 'C:'.> b-, :>< L.,~ . .,. :~ ~:s ~-C:I~ ' (') r-.... ,_ __ '? z ;;_ ::t; NOTES: / / / . --------· . ---·-· - _L • B"r.8"x16" C:ONCREH BLl)C:f( ----- GROUT ALL CELLS •4 HORIZ. REBPiR ~ 24" 0.C. -- GAL V. STUCCO SCREED (CO~l'f .J F !NISH GRADE _CONCl~ETE_ FOOTING_ --- 1. SET SHEET S· I FOR l~AHRIAL SPECS. FACE or WALL BEi.OW ,. .. ----------------------------~------------------.---'-... .,.,... ... · '•~., ... ,· i ·, I ' ./ --., _;7---' ' ...,"·-..... ·J --.-~~---~-~-------·-·--·------·---................. CMU CW CML W/\LL t------------------_,,,, ___ , __ - NOTES= 1. SEE SH:ET S-1 FOR MATERIAL SPECS_ SEE IR~:IGATICN PU\JNS G!\LV. STUCCO SCREEDJCONT.) NOT[S: l. GROUT VOID IN CENTER OF PILASTER BELOW DRNN. 2. SEE SHEET FOR MATERIAL SPECS. PILASTER SCALE: 1"·1' O" NO~ES: 1, FOfi RISER COUNT SEE CIVIL ENGINEER'S PLANS. 2. LAP NOSE BAR & TRNNSVERSE 04 BARS 2'·0" 2. SEE SHEET FOR MATERIAL SPECS. E CONCRETE STEPS 9/4/96 FINISH GRADE /. ------- I I / I I I CAST l~I PLACs ~l)_N~(lfr{ __ / Ii°> I / 1"~6" , ,!'-·-·---·-__ .,_ __ I , -'--r------' -- NOllES: 4" DIA. PERFORATED DRAINL.INE WRAP W /FILTER FABRIC RUN TO STORM DRAIN I. SEE SHEET 1°0R MATERIAi. Sf'ECS. \ / CAST IN PLACE CONCl<[IE_ /i"f> \_c 1\12" R:ADUIS •4 V[RT. RE.BAR !l Ht_Q~C-___ _ CENTER IN WA.LL ALTEliNP,TE BENO IN FOOTING •4 HOR'IZ. l~EBAR ~ 3 LOCATIONS SF'ACE EOUAL.L Y CONCRETE FOO TING SEATING TERRAC:E --. -·-·····-·-·-· -•., ········- --·, ----·- --.. ... ,,,. .. - !::JAH'. INITIAL -E";GlSEER IJF . ...,ORK ~.ilrisc~ APPROVED FOR PLANTING L1.1nd-,cape Architecture • Plllnning La Jolla Centre 11 9255 Towne Centre D1rive, Suite ,HO San Diego, CA 92121-3002 611l.550 . .1575 • Fax 550.1560 II JlC . , ... ...) l:3UILT 11 7.~i ~/ ~,'$ < . . 1/ • YiJ• ,, ~r/ AND IRRIGATION ONLY :---. .. ,.. ,.,. ,.,J ~ /, ·-··-·-!"'1 Z/ f. 7 INCLUDING PRECISE ~cE· ---·---------~-E X F'. -·-·-···-·-·-·--·-_ D•'.I.T:::: \}~#_i2 )~v LOCATION OF -· ,. 01:lt . -~:· /~ FH \/IF WI°[' EJY: 1i,....... ~ / PLANTif-JG AREAS. ,Lcr 1"~'L\\1~:✓.: ~~~~ -----·----c· '.,_ "•••----. . . . 1N·:;PE~::TDR [)A -E -·-··-··--··-,,, .~ -·---__ ,, ____ l.~~~'~J CITY OF Ci~RLSE:1~[) 1 '.,~1-J --. ·--r· ·••• -•-•--•-•-•-·-Fl.. tiJ\J~JING :EFARTM1,::,--·--· --.,,. " _,_ --·-------- I.. ;N[)':iCNT IM·'HIJV:}11,NT P'._,;i'-1'.:) I· cm, ----·-···-···--·-··· ,,, ···---I .... _, ··-···-··-· , .. --·-·-··-·-FOUR SEASONS RESORT ---··-"·····---AT A VI ARA .. .. ""'" ---SPORTS CLUB UNIT 1 -· ... , .. , """ ,.,.,., -·- /1// /_ --·····-·"'--"•,• ., ·-·--· /\f''PROVl:_J ///./a.JI ,-;;. 7-?J ... . --- ·-. ----~ --. ------ASSISTA~.T PL'1NNil,C, cmE:CTOI, D/1 ";: -·-----· . _,_,, __ ...... ,. ·-OWN BY,----===i f'f,OJE:CT mL IJ;,,h,#:'\J:, NJ. D1HI~ lt-11 TJi~l-DATE: : N [ T [ CIL REVISION DESCR!PT[IJN CHKIJ BY, CT 95-02 351-8L CTHEI< p,p:iFtov 1~L ::tTY APPF:OVAL RVWD BY -· ... -·-·---· lS:• (Q C C) OI ' n (j, .,---: 0:, 0 I 0 -z:S __ , () u V> 11,;, • ·--1..1 C E cl~ ~ .2 D';;,:-;-,te;:-;;P~lo7;tt::,~r;:".' __ :-;:1cn'1,;':;'.'l~~)/'.'a·9::S5 ____________________________________________________________________________________________________________________________________ _jc -~ -' r-'l : C • (c ALIGN TOP RAIL OF GATE / 1vi 'rQp or s Tucco WAL 1. I • ' I I 1\ )-+l-------+------1 ' STUCCO W~J..L I I 11// SQUARE F!AILS ;··\ -++---------+--------------------------., --, ....... ·-·-·--··-·--\ ~/ . •--------------- . ____ , ____ ----<---. ·==::::=::=;:=~L-------. -----------·-·" -------------· ----•~--~•·--....... .J • • •• '~· L ~ _ J ( -+-... -+.• -_-,----···· • _, _________ S_HE_E:_T_M_E_TAl_._B_A_S_E--t::-:~--=j--1::: J[:r=n==J[]I_J1 __ J ___ r_J,-T--1r-r--w-::t[:-l::n _ :1 _ 1:: L\--·---r:=rr::=[:=:r:Jr=1=:]=][=rr==1==11:][=ri::·J :--]:: ___ _ =:J[Jr_=rr:=JI::][ GATE oPERATf~~-~si_):_ ,:;z4> ..,. .. ,,Ii--·-·········-.,. J[:n:::r· :1.·1l :J[::n::]:;~~::~~:~~-~L __ TI :11 11 r·r:s~~-11: rr ::r:::r~~1 ___ ,1 ___ ~:~J1=:rr _ _U_ :1 1,--n -1 JL~IjIL:_u:]L;~~ / F1~1?~!-_R_AOE_ \ \ I, \ ,., ' ............. ______ ,, ______ ·----------"i;·--·--·-------·-··--··· ,, _______ -·-·-· ----------------;; . -:,,_ _________________ 1 ,_L ____ ----------__________________________ ..,.._ _________________________ ~ I NOTE: cmnR.~CTOR SH/ILL SUBMIT SHOP DRAWINGS SHOWING GATE AND GATE OPERATOR 130X INSTALLATION. ENTR'( GATE: ,,. =:::-.., r/ SO. PICKET ------- ,' '' • I u -p SHEET MET AL BASE FINISH SURF ACE ·' '.SHEET MET.AL BASE ' \ ,_ I I , \1 -------'~ ----- ..-"----->I'-----" - ), ~: ..--: ,I'------------., ---, ., -11'-"---~c._ ____ _ . .3" 6" CONCRETE MOW l~OTES: FACE Of' SEAT WALL CONCREIE MOW CURB l REBAR SHALL BE CONTINUOUS W/12" OVERLAP. 2 PROVIDE1/?°' EXPANSION JOINTS il 30' 0.C. & 1/s" X 1¾' SCOR[ ,.IOINTS !l 10' O.C. CURB 8/21/~6 9/'.J/96 ··-·-· , ______ ·-·-·~·--' --·---'"'~ OAT1:: ! !NITAL. , ,_, ENGINEER OF WORK TWO 12) PART POLYURETH,~NE --0/E ,JOl!IIT I ILLER COLOR TO MATCH A/JJAC[NT PAVING E:XPA~610N ,IOINT SCORE JOINT NOTES: L SEE PI_ANS FOR .JOINT LOCATIONS. 2. MAXl~IUM SPACING CW JOINTS SHALL BE 8'·0" O.C. 3. ALL CONCRETE F'Ni/lNG PATTERNS, FINISH & COLOR PER PLAI\S. 4. SEE 'SHEET S·I FOR MATERIAL SP[CIFICATIONS. PA'V'ING JOl~JTS; SCALE= 1"s1'-0" 8/19/% ,5•6"96 ,t,J-?;;1i.1SC~~ APPROVED FOR PLANTING I :?",("< -OlSUJ; , ·,t ~ ·g;~o -~ ~. AND IRRIGATION ONLY ~ ~ ~-•~ 'i f .L_ Gt,,:• I INCLlJDING PRECISE • A /1_;/r.:-zJ 'f; LOCATION OF J;,)K -""'" iii' ·,1 .f 1_ cy: :;j PLANTING AREAS . :,;,{{ or c ~ 1. \ \;_,;:/ :::-...... ____ .--: ' [SH~T] ··-·-· -----------,.., ... ,, __ ,, __ ,_ • ···-' I -... ···--· ,,,, .. _,_ ---.. - ---, ac- RC[ Landscape Architecture • Planning La Jolla Centre II 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121-:3002 619,650.1675 • r· .. x 560.1580 "Ac ~) BUil T II -----,-.. ,-, '.~ XP, -,-,r·rn•-Di,TE" FTVI[\~[[) loY -----·----·· --·---ll•ISPE CT OF: DATE CITY OF CARLSBAD SHETTS "31 ''1.AmllNG DEPARHA['H .. ----, .•. _, --·-'[' /1 NIY3 C/i f'lc IMP'lCVf H[N 1°•_ /1~ S C OFl: ' -------.. , ... _ -""' ,_,.., ___ .,., ____ FOUR SEASONS RESORT --'' . -·-. --AT A VI ARA -----, ... -~·-··-SPORTS CLUB UNIT 1 ' ·-· ··-" ----., - ·-· -·-···-·-. i~PPRC\/t:.~ 73'/d ~~:Z}-77 ' " -~ .... ,, _______ •-------___ ,, __ -~~·~· ·--~---t~~;SJSTANT PL t,N~ ll,C, Dlill:C" CJ'l or, TE ' __ ,,_, ____ ------OWN 5 Y: F'~OJE[T fJ(l _ CRAW)',[ NO. ·=~-- DATE i !S!T!AI. DATE lNlT IAL REVISION DESCRIPTION ·-·-----·~---CHKO El Y: CT 95-02 351-SL i ;ITH[R AP 0 RQVAL C!l"Y C:i~)F'f-l(JVAL. RVW[) gy, ---- 1.r; U:.l C ,--O' -;'' ~ a, N cc a I (> -zD .... , (.) . u ., .'R ~ o E ' 0 ll. z :'! " L.;:;;::: ~:-;:;-:--::::7.-;;:;-~~------------------------------------------------------------------------------------------------------------------------------------JO~ Do:e Plotted: 10.115/96 ·---"s-"-'coc.._.R_E _JO_IN_T _-------i® CONCRERTE PAVING ~ NOTE: SEE PLAN FOR LOCATION. (1A)l--s~~-~~-:~--~~-~-10~:R~IE!_A'..__ ________________________________________ _ ,.__.,,, 52'··!)" 52'·6" 6'·0" I 6'·0" SHOVEL CUT MOW EDGE LAWN NOTE: SEE PU,N FOR LOCATION. (c SEATING TERRACl~E ---------------------------------- Date Plotted 10/15/913 D /l;;•'v-;-, STUCCO WALL · HEIGHT ~/ TO MATCH RETAINING WALL ON OPPOSITE SIDE f4:' DRINKING FOUNT Al~I · INST ALL ~ PER SAN DEIGO REGIONAL STANDARD DRAWING •SDM-107 TENNIS COURT WAITING AREAS SC Al.c I' • IIY-•Y 1 0 C ,-) --~---- CRAPH!i: SC:Ai_E ~SCAP( ./,P-'I '-< SJJ,' <:;, ~j_ .,-, ~ ' . JI I ' -I T~ ' "\ '>:'.'.I ✓II rl '~/ <,___,,, f---~--- ~ ___ ,,. w ~ or CAtl\~ DATE Jl'-1: T[AL v-~ --- SCORE JOINT TENNIS PAVILION ----SEE ARCHITECTURAL DRAWINGS (SCORE_,JOINT -EJ➔ // EXPANSION JOINT I e, I \~v "-.... ENHANCED PAVING «>~ \_ ,2.,, AREA *3 Landseape Architecture • Planning LH Jolla Centre II 11256 Towne Centre Drive. Suite 340 ~" San Diego, CA 92121-3002 819.660.1575 • Fa~ 550.1580 "AS BUIL_T'" APPROVED FOR PLANTING AND IRRIGATION ONLY 1 () 20 INCLUDING PRECISE R ::E: EXP, DATE LOCATION OF -'<[Vl[W[I: 8'{: ' . ,.~'-""' J ~-l'E: ·-PLANTING A REAS. ------~---·--·-.. ----- l~ISl'l'CTOR Dt1TE I '"aT I CITY OF CARLSBAD SHEETS -~-~-~---.. -~---·--·-·-· ~1 ·~·---~--.. •····~-,~~·-~·~-F'l.N✓NING DcF'ARTM[NT ·-·---~''""""""~~----~- L..1~1\DSCAPE Jr,<PROVc_M[NT F .. .ANS F'IJR: ·-·~··-~·-· ~"-~~-~-----~- ~·-·-·-"'·••"~ FOUR SEASONS RESORT --AT AV IARA SPORTS CLUB-UNIT 1 ·---;;;ao ~ .;,.7-f_ "J. 'if'PROVE:D O!RlcC TOR DATE ·~·-·-~----·-~-·--··--·-· AESISTANT l'L Af<NJNC, --·-------~-·--.. ~-·-··~· PF,UJ c C: T JRAWING NO. llWN BY: N IJ. ·--·--·~--~·~~-----·-·-· ------~~--~ OAT[ INITIAL. Oh TE :i'H"rIAL CHK I) By: ---------CT 95-02 351-BL -~·-·-~·---,. ·-· REVIS[ON DESCRIPTION OTHrn APPROVAL C;TY APP!10\/AI_ RVWD BY: ENGINEEfl OF WORK C) C) ' x es ,,___ 0 ' (i"i) 2" WIDE COUF/T LINES ,_, ·A'-·-·-·--.. ·······-..., •--~------ L_1c co r-- ( ) c::, ' --('< --I I -----------. .. ,.~-·-······· ··-·------··-- 12 i i -· -- r:.r1 it------0------ [] '·-0" 4'-6"l ------.,f------- I \ ,,., '"V-0111 ,,,,.. ~ ,/ ,/ ,/ ,, /,,., - P'-f" ~• I 13'-6" 3'-0" WID[ GAT[ 111,. // / SEE PLAN FOR LOC,~ TION NOTIS: l. /lsl..L DIMENSIONS AND STRIPING TYPICAL FOf< ALL COUIRTS. X _,, // <::~ ' -<;j- -- -- 4 •-5·•, ·-·--· . 2-ALL DIM[NSIONS AFt[ F-ROM OUTSIDE EDGE OF COURT STRIPING. -x s X NET -,-,-·-·-·---·--·-·-----·-·----·---(iP-\__~~I ,/ ,_./ // ,,, ~-"-0" ----l J} / ,,,,. ~1/ ,PI __ AYER'S B::~ICH --~i~ 1 TWO 12l P[;~ COURT '--'l I ./ Sit~Gu:s NE:T fJOST ,,..,-·-·----~--~@~ /' ,.. DOUBLES N[T flQST (it / \ _ _j X >< 12' -0" 10' -0" 10' O" 2,_ FENCING SHPtL BE 10'·0" HIGH VINYL COATED CHl~N LINK, W/W!NOSCREENS ON P[~IIMETER FE~ICING U~ILESS SHOWN OTHERWISE. 4 .. ll1JSTALL AU. [()UIPM[NT P[R MANUFACTURE~i'S SPl:CIFIC.ATIONS. 0 ' I - . ,, . _. -· - NO. '9 GAUGE, VINYL COATED, CHAIN ILINK FABRIC, 2" MESH W/KNUCKLED TOP l~ BOTTOM SELVAGE. INSTALL FABRIC 01~ COURT SIDE OF POSTS., ~~u" Q_D. VINYL COATED HORiZ. BRACE AND 1/'{ DIA. VINYL COATED DIAGIONAL BRACE ROD TYfllCl,L EACH SIDE OF ALL CORNERS. _,.,,.,, _,.,, 15/a" O.D VINYL COATED TOf) RAIL ..,.-~--.,...,,..., .... 2¾" INTERMEDIATE fND 2 %i" ---~---------·-GAfE POSTS W/ VINYL COATING .. 111 -·-·· .. :::::ff! · · I 1--- ' .. ------: . ------, ' ... I , 1-·-·- • . I • ··- ·-·-··11 ----- .. : . .... . ' .:..,_~ I' ' . ,• .'" Y-0" WID[ CHAIN Lltlf( GATE -~-'~I/HINGES AND HANDLE l~O .. 9 GAUGE VINYL COATED TENSION WIRE, COINl. '·: .. ,__.-------____ c_:o_N __ C~!~J_E i~~Q.Tl~~~J.?.~~J:~! A.~ .. . -,. ~) ;c:i~,~ 1 :·~ ;'(~URl ENICLOSURE _, ___________________________ _ APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. . LanClscape Architecture • Planning La Jolla Cen tr<> U 9255 Towne Centre Dr:lve, Suite 340 Sen Diego, CA 92121-·3002 151Q,.550.l575 • Fe.x 51>0.1580 II ,\S BUILT II DAT[ f;'[\/l[WED 13Y• [)AT[ :=====-=-==-=--=--=--=--=---=----~: -: ~ :: :_-. __ --t-----+--+--------1 fsH}Ji'l [ c 1 r Y _ 1J F c A Fi L s BA rr1 :3HET Ts ----+---+---+---+----I ~J l'I_ANl·JING D[Y~RTMENT :::_j °?>1 t-----+-----+----------·--· -·----·-··-··-------+---+---+--------I ~~~~= -·-----·-·-·---------------===: t----+--+----------·-·--·--------+-----+--+---------1 UNIDSCAf'E IHF'IWVEMl:11-f'LANIS FO"l: !----+--+---------_,.,u.,_,, __ ,a""'---------+-----+--+---------1 1-----+--+--------•,a,,.~-"N ~ .. u-------+-----+--+---------1 FOUR SEASONS RESORT AT AVIARA 1----+--+-------------·-·--·~ ... -~•----~--------+-----+--+--------l S PO li'TS CLUB UN. IT 1 l----+-----+---c•-------------+----+---1----------1 ----• •!.,---•-• --· --·-·-·-·-•-•==;a;;s;::,-·-·-·- I----+---+-----------::::::~:-------~I --+-------4-------1 1'\f'PRDI/EJ -/4,,~ ___________ _£_-;27-97 I 1----+--+-------------------+--f----------·-'---·-·--·-l':'Sl:,TAN·-\at"';c,11NJNC ::JllllcCHn DAE =J ' 1--~c--+-cc=~+--~-----------------+--+----~-... -------OATE INITIAi. ENG!NE:ER OF WORK REVISION DESCRIPTION DATE INITIAL ~ TeER Al'PR()V AL [)1.JN Eli: __ _ CHKD Eli: RV'ND BY•-- f'RCIJECT Wl., CT 95-02 CIF<AWINC NC. 351-SL C ,~ cr, 0 --0 0 ..;. '-o st I (J\ ~ • V) " C: Z 0 () 0 ti) ,<!:>., ~ o E C C, {l_ z "" .., z-= ~-:,,-,-:,-,-:---c,--c,-:--:-:----------------------------------------------------------------------------------------------------------------------------------------lO~ Dote f'lotted' 11)/15/96 Item Description No. 0 Stucco Finish 0 Tubular Steel Paint 0 Concrete Steps 0 Concrete Paving 0 Slip Strip 0 Enhanced Paving FINISH SCHEDULE Model No./Finish Finish and Texture to match architecture. Color: Sinclair CM-8583 Sinclair CM-8592 Color to be Chromix Admixture C-25 Sombrero Buff with light broom finish. Joints shall be Lithoseal Trafficalk-3G, C-25 Sombrero Buff. Color to be Chromix Admixture C-25 Sombrero Buff with light broom finish. Joints shall be Lithoseal Trafficalk-3G, C-25 Sombrero Buff. Color to be Chromix Admixture C-24 Charcoal 1. 12" x 12" Diagonal Pattern with 3/16" score joints, color to be Lithochrome Color Hardener #L-89-2 Monarch Tan with light broom finish. Joints shall be Lithoseal Trafficalk-3G, #L-89-2 Monarch Tan. 2. 6" wide band to be Chromix Admixture #3987 Porcelain Gray with light broom finish perpendicular to band. Joints shall be Lithoseal Trafficalk-3G, #3987 Porcelain Gray . @ Concrete Mow Curb Natural Colored Concrete with light broom finish perpendicular to curb. Bench Trash Receptacle Table Cast In Place Concrete Colored Concrete Curb Paving at Tennis Pavilion Drinking Fountain Paving at Motor Court Provence 5' bench #2308 with Brass Anchor #5030 Villa Litter Container# 5016 with Brass Anchor #5030 Shelby Coffee Table #1004 with Brass Anchor #5030 Color to be Chromix Admi)((ure C-25 Sombrero Buff with light sand blast finish. Joints shall be Lithoseal Trafficalk-3G, C-25 Sombrero Buff. Color to be Chromix Admi)((ure C-25 Sombrero Buff with light broom finish Joints shall be Lithoseal Trafficalk-3G, C-25 Sombrero Buff . 1. 2' x 2' Diagonal Pattern with 3/16" score joints, color to be Lithochrome Color Hardener #L-89-2 Monarch Tan with light broom finish. Joints shall be Lithoseal Trafficalk-3G, #L-89-2 Monarch Tan. 2. 12" wide band with 3/16" score joints at 2'-0" O.C. with Chromix Admixture #3987 Porcelain Gray with light broom finish. Joints shall be Lithoseal Trafficalk-3G, #3987 Porcelain Gray. Haws #3380 with Stainless Steel pedestal Colored concrete with "Bomacron" Sandstone stamped pattern. Color to be: 1. Beige Cream Lithochrome Color Hardener Base with Chromix Admixture C-32 Quarry Red and A-33 Classic Gray release 2. Oyster White Lithochrome Color Hardener Base with Chromix Admixtures C-32 Quarry Red and Saddle Brown release 3. Joints shall be Natural Gray colored concrete grout @ Concrete Paving Natural colored concrete with light broom finish perpendicular to sidewalk @ @ @ @ @ @ @ Concrete Tennis Court Surfacing Clay Tennis Court Tennis Court Striping Tennis Nets Deco Turf Cushioned Surfacing System with colors to be DecoColor Winter Green inside court striping and DecoColor Spring Green outside court striping Lee HydroCourt with colors to match DecoColor Winter Green inside court striping and DecoColor Spring Green outside court striping White Striping Paint #920-22 Wilson Royale #235W with color to be black Tennis Net Posts Wilson Royale Round Post with Internal Wind #244W with color to be black Tennis Court Wilson Pro Screen #278W with color to be dark green Windscreen Tennis Court Bench Wilson Patio and Mall Bench #3091 Gate Operation Box Larko Mark-IV swing gate operator Retaining Wall Finish Finish and Texture to match architecture. Color: Sinclair CM-8583 Available Through Sinclair Paint (619) 275-8188 Sinclair Paint (619) 257-8188 L.M. Scofield Company 1-800-800-900 L.M. Scofield Company 1-800-800-900 L.M. Scofield Company 1 -800-800-900 L. M. Scofield Company 1-800-800-9900 Gardenside Ltd. ( 415) 455-4500 Gardenside Ltd. (415) 455-4500 Gardenside Ltd. ( 415) 455-4500 L. M. Scoffield 1 ·800-800-9000 L. M. Scoffield t -800-800-9000 L. M. Scoffield 1-800-800-9000 The Wakefield Company t-714-552-1130 L. M. Scoffield 1-800-800-9000 Deco Surfacing Systems 1-800-332-6178 Lee Tennis Products 1-800-327 -8379 Deco Surfacing Systems 1-800-332-6178 Century Sports, Inc. 1-800-433-5617 Century Sports, Inc. 1-800-433-5617 Century Sports, Inc. 1 -800-433-5617 Century Sports, Inc. 1 -800-433-561 7 Larko Electronic Corp. 1-800-356-2093 Sinclair Paint (619) 275-8188 DATE lfliTIAL ENGINEER OF ~ORK . -·NA Landscape Architecture • Planning La Joll,o Cent re II 921:i!l Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 "'-\ 619,550.1675 • Fax 560.1580 "AS BUil T" ~yi1ft-~ ,,;,,. APPROVED FOR PLANTING 1JitlSC~~ §~ ~ / " { A N D I RR I G AT IO N ON LY .:~~:?., ,.. ~ INCLUDING PitECISE EXP ___ _ DAT[ ~J».Z :,. L~ -J LOCATION OF ~ OF C~lft PLANTING AREAS. REVIEWE.D gy, I1,SPE:CTCR JATE '.;HEET 10 CITY OF CARLSBAD Pl.ANNING DEl0 AR i" M0 Nl '.3f-EE TS '?1 LANDSCAPE IMPROVEMENT ?LANS FJR: DATE INJ'IAL OATE IN!i!AL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL FOUR SEASONS RESORT AT AVIARA SPOflTS CLUB-UNIT 1 ASSISTANT '1"'(,\r:;NINli 'JIRECTOR DATE 0',/N BY, PRO:EC, NO. ORA',ilNG NO. CHKD BY: __ _ RVWD 3y, CT 95-02 351-BL 0 z ~ V -~~ c E ~ Q 0. z <{ Cl/ z ,-= L _______________________________________________________________________________________________________________________________________________________ _,o~ ----------------------·-·---·-------------------------------------------------------------------------------------------------------------·--·--------------, SECTION 02244 CHAIN LINK FENCING PART l GENERAL 1 . 1 GENERAL CONDITIONS: THE GENERAL CONDITIONS, SPECIAL CONDITIONS, ANO SECTION 206-6 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION APPLY TO THE WORK OF THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1. 2 SUMMARY: THE WORK OF THIS SECTION INCLUDES ALL LABOR, MATERIALS, EQUIPMENT FOR THE COMPLETE INSTALLATION OF ALL CHAIN LINK FENCING AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN. PART 2 MATERIALS 2.1 FABRIC 2.2 .1 WIRE SHALL BE 9 GAUGE FABRIC, 2" MESH. , 2 ALL FABRIC SHALL BE CHAIN LINK WOVEN STEEL ANO SHALL BE HEAVILY ZINC COATED (HOT DIP GALVANIZED) AFTER WEAVING AND SHALL BE FREE OF SHARP PROTRUSIONS AND BURRS. FABRIC SHALL BE ONE WIDTH EQUAL TO THE HEIGHT OF THE FENCE. • 3 WIRE SHALL BE A GOOD COMMERCIAL QUALITY OF STEEL WIRE. • 4 THE WEIGHT OF THE ZINC COATING ON THE WIRE SHALL NOT BE LESS THAN 112 OUNCE PER SQUARE FOOT OF UNCOATED WIRE SURFACE, AS DETERMINED BY A STRIPPING TEST, A.S.T.M. DESIGNATION: A-90-39. , 5 THE UNIFORMITY OF THE COATING SHALL BE DETERMINED BY THE PREECE TEST, A.S.T.M. DESIGNATION: A-239-41. COATINGS SHALL STAND WITHOUT FAILURE FIVE DIPS OF ONE MINUTE EACH. • 6 THE SAMPLING, TEST SPECIMENS, PACKING, MARKING, INSPECTION AND REJECTION SHALL CONFORM TO A.S.T.M. DESIGNATION A- 177 ,33. • 7 GALVANIZED FABRIC SHALL BE COATED WITH POLYVINYL CHLORIDE COMPOUND HEREINAFTER DESIGNATED AS "VINYL" POSTS, BRACE RAILS, AND FITTINGS .1 ALL POSTS AND BRACE RAILS (FOR PANELS ADJACENT TO TERMINAL, CORNER, AND ANGLE POSTS) SHALL BE MADE OF HOT- DIPPED ZINC COATED (GALVANIZED) WELDED AND SEAMLESS STEEL PIPE AND SHALL COMPLY WITH A.S.T.M. SPECIFICATION A-120-55 "STANDARD WEIGHT". THE PIPE SHALL BE COATED INSIDE AND OUTSIDE, AND THE WEIGHT OF THE ZINC COATING SHALL NOT BE LESS THAN 2.0 OUNCES PER SQUARE FOOT OF TOTAL COATED SURFACE. WELDING OF POSTS FOR NEW CHAIN LINK FENCES SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF THE OWNER THE CALCULATED WEIGHT OF THE DETERMINATION OF THE WEIGHT SHALL A.S.T.M. DESIGNATION A-120-47, AND DESIGNATION A-90-39. COATING AND THE BE AS DESCRIBED IN INCLUDING A.S.T.M. • 3 PIPE SIZES AND WEIGHTS SHALL CONFORM TO THE FOLLOWING SCHEDULE: ITEM LINE POSTS, GENERAL TERMINAL AND CORNER POSTS TOP RAIL AND BRACES DIAMETER INCHES OUTSIDE 2" 2-112" 1-5/8" LINEAR FT. POUNDS WEIGHT 3 .65 5. 79 1.35 . 4 THE WEIGHT OF PIPE MAY VARY NOT MORE THAN 5% FROM THAT SPECIFIED AND THE DIAMETER MAY VARY NOT MORE THAN 10. UNDER OR OVER THAT SPECIFIED. • 5 THE FINISHED PIPE SHALL BE STRAIGHT AND FREE FROM INJURIOUS DEFECTS. ALL BURRS AT THE ENDS OF PIPE SHALL BE REMOVED, ANO THE ZINC COATING SHALL BE FREE FROM INJURIOUS DEFECTS AND EXCESSIVE ROUGHNESS. . 6 TENSION WIRE FOR INSTALLATION AT THE BOTTOM OF FABRIC SHALL BE NO. 7 GAUGE ZINC COATED COIL SPRING STEEL WIRE. • 7 TENSION BARS SHALL BE HEAVILY GALVANIZED HIGH CARBON STEEL NOT LESS THAN 3/16" BY 3/4". • 8 TENSION BANDS AND BANDS FOR SECURING RAIL ENDS SHALL BE OF HEAVILY GALVANIZED FLAT MILD STEEL NOT LESS THAN 1/8" X 1" EXCEPT FOR TENSION BANDS USED IN GATES. SAID TENSION BANDS AND RAIL BANDS SHALL BE CADMIUM, ZINC OR GALVANIZED PLATED, NOT LESS THAN 3/16" DIAMETER. • 9 . 1 0 • 11 .12 . 1 3 ALL POST CAPS SHALL BE HEAVILY GALVANIZED SMOOTH TOP MALLEABLE IRON, DESIGNED TO FIT SNUGLY OVER THE POSTS WITH A MINIMUM PROJECTION OF 1" BELOW TOP OF POSTS. POST CAPS FOR LINE POSTS, SHALL BE DESIGNED TO ALLOW TOP RAIL TO PASS THROUGH SAME. TOP RAIL SHALL BE HEAVILY GALVANIZED MALLEABLE IRON ANO SHALL HAVE HOLES TO RECEIVE 5116" BOLTS FOR SECURING TO RAIL AND BANDS. EXTENSION SLEEVE COUPLINGS FOR TOP RAILS SHALL BE 1" DIAMETER STEEL 6" LONG, FITTED WITH RAISED CENTER DESIGNED TO FIT TIGHTLY ON INSIDE OF RAIL. COUPLINGS SHALL BE HEAVILY GALVANIZED. FABRIC TIES FOR ATTACHING FABRIC TO THE POSTS SHALL BE NO. 9 GAUGE GALVANIZED STEEL WIRE. ALL POSTS AND RAILS SHALL BE COATED WITH POLYVINYL CHLORIDE COMPOUND HEREINAFTER DESIGNATED AS "VINYL." PART 3 EXECUTION 3. 1 FENCE POSTS 3.2 . 1 FENCE POSTS SHALL BE SPACED NOT MORE THAN 10'-0" AND SHALL BE SPACED AT EQUAL INTERVALS BETWEEN TERMINAL AND/OR ANGLE POSTS, EXCEPT WHERE SPACING OF POSTS IS INDICATED ON THE PLANS. . 2 ALL FENCE POSTS, EXCEPT WHERE OTHERWISE NOTED, SHALL BE SET IN CONCRETE FOOTINGS OF 12" MINIMUM DIAMETER FOR ANGLE . 3 .4 .5 AND TERMINAL POSTS AND 9" MINIMUM DIAMETER FOR INTERMEDIATE LINE POSTS. POSTS SHALL BE EMBEDDED IN THE CONCRETE TO A DEPTH OF 36" MINIMUM. SEE PLANS FOR DEPTH OF FOOTING. CONCRETE FOR POST FOOTINGS SHALL BE 520-C-2500 MIN . POSTS SHALL BE SET PLUMB AND TRUE TO LINE. TOP ORNAMENTS SHALL BE INSTALLED ON ALL POSTS. POSTS SHALL BE SET SO THAT THE TOP OF THE EYE OF THE ORNAMENT SHALL BE LEVEL WITH THE TOP OF FABRIC. THE TOP OF CONCRETE FOOTINGS SHALL JOIN THE FINISH GRADE AND SHALL BE CROWNED TO SHED WATER. ALL CEMENT ON EXPOSED PIPE SURFACES SHALL BE REMOVED WHILE SOFT. TOP RAIL . 1 ALL FENCES SHALL BE INSTALLED WITH TOP RAIL. TOP RAIL SHALL PASS THROUGH POST CAPS AND SHALL BE SECURED AT ENDS WITH RAIL ENDS FITTINGS AND BANDS. Dote Plotted: 3.3 FABRIC . 1 FABRIC SHALL BE SECURED TO POSTS WITH TIES SPACED NOT MORE THAN 16" APART. NO. 9 GAUGE GALVANIZED STEEL WIRE Tll:'S SHALL BE HOOKED AT BOTH ENDS. FABRIC SHALL BE SECURED TO TOP RAIL WITH NO. 9 GAUGE GALVANIZED STEEL WIRE WITH TIES SPACED NOT MORE THAN 18" APART. THE ENDS OF ALL TIE WIRES SHALL BE TURNED SO AS NOT TO BE A HAZARD. . 2 KNUCKLE OVER TOP EDGE OF FABRIC SO AS NOT TD PRESENT A HAZARD. . 3 THE FENCE FABRIC SHALL BE ERECTED SD THAT THE BOTTOM OF THE FABRIC SHALL BE SET TO CLEAR GROUND SURFACES OF PLANTING BY 112", . 4 FABRIC SHALL BE TIGHTLY STRETCHED, SECURED TD POSTS WITH FABRIC TIES SPACED AT INTERVALS NOT EXCEEDING 16". AT END AND ANGLE POSTS, FABRIC SHALL BE SECURED WITH TENSION BARS EXTENDING THE FULL HEIGHT OF THE FENCE. ~-D TENSION BARS. SHAU .. BE SECURED .IQ .... T.H.E _J'OSTS WITH BOLTED .. .I!c_NSJ.Q..N BANDS SPACED NOT MORE THAN 16" APART. . 5 LOCAL TRENCHING AND SHAPING SHALL BE PERFORMED WHERE REQUIRED TO PERMIT UNIFORM TOP AND BOTTOM ALIGNMENT OF FENCE. . 6 FABRIC SHALL BE INSTALLED ON THE COURT SIDE OF POSTS. 3.4 TENSION WIRES .1 INSTALL A NO. 7 GAUGE TENSION WIRE AT THE BOTTOM OF THE FABRIC. .2 ENDS OF TENSION WIRE SHALL BE SECURELY ATTACHED TO POSTS IN MANNER TO PREVENT SLIPPING AND TO MAINTAIN PROPER TENSION. . 3 TENSION WIRE SHALL BE SECURED TO FABRIC WITH NO. 14 GAUGE GALVANIZED TIE WIRE DOUBLE WRAPPED AT 18" INTERVALS. ENDS SHALL NOT BE ALLOWED TO PROJECT SD AS TO BECOME A HAZARD. 3. 5 BRACE RAILS . 1 THE BRACE RAILS, IN PANELS ADJACENT TO END, OR CORNER POSTS OF BACKSTOP SHALL BE RIGIDLY SECURED TO POSTS BY MEANS OF RAIL END FITTINGS AND RAIL END BANDS. THE BRACE RAIL ASSEMBLY AT ALL TERMINAL AND CORNER POSTS SHALL CONSIST OF A HORIZONTAL BRACE RAIL SET THE MID-HEIGHT OF THE FENCE. 3. 6 TRUSS ROD . 1 THE TRUSS ROD IN PANELS ADJACENT TO END OR CORNER POSTS SHALL BE RIGIDLY SECURED TO POSTS BY MEANS OF RAIL-END BANDS. THE TRUSS ROD ASSEMBLY AT ALL TERMINAL AND CORNER POSTS SHALL CONSIST OF A 5116" TRUSS ROD WITH TURN BUCKLE TO ADJUST TENSION ATTACHED AT A DIAGONAL WITH ITS LOW END AT THE CORNER OF THE FENCE AND HIGH ENO OF THE LINE POST. . 2 WHERE DETAILS AND/OR NOTES ON THE PLANS INDICATE DEPARTURE FROM THE PRECEDING SPECIFICATIONS. FENCE WORK SHALL BE DONE IN ACCORDANCE WITH SAID DETAILS AND/OR NOTES ONLY TO EXTENT INDICATED. 3. 7 COMPLETION .1 UPON COMPLETION THE FENCE SHALL BE COMPLETE AND CONTINUOUS BETWEEN POINTS INDICATED, WITH ALL REQUIRED PARTS. ACCESSORIES AND FITTINGS PROVIDED AND INSTALLED . THOUGH NOT SPECIFICALLY MENTIONED HEREIN. . 2 ALL EXPOSED METAL SURFACES SHALL BE CLEAN AND FREE FROM CEMENT. , 3 ALL SURPLUS EARTH RESULTING FROM THE INSTALLATION OF FENCE HEREIN SPECIFIED SHALL BE REMOVED FROM THE FENCING AREA AND SHALL BE DISPOSED OF AS DIRECTED BY THE OWNER. SECTION 02463 SITE FURNISHINGS PART _.1 GENERAL 1 .1 GENERAL CONDITIONS: 1. 2 1. 3 1. 4 1. 5 1.6 1. 7 THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARE A PART OF THIS SECTION ANO THE CONTRACT FOR THIS WORK AND APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. SUMMARY: THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. DESCRIPTION . 1 PROVIDE SITE FURNISHINGS AS NOTED ON PLANS IN ACCORDANCE WITH THESE SPECIFICATIONS AND THE PLANS. QUALITY ASSURANCE . 1 NOTIFY OWNER OF ARRIVAL OF ALL SITE FURNISHINGS ON SITE. INSPECT AND REJECT THOSE UNITS JUDGED UNACCEPTABLE. . 2 FURNISH EACH ITEM AS A COMPLETE UNIT, PRODUCED BY ONE MANUFACTURER FOR THE ENTIRE JOB . . 3 STRICTLY COMPLY WITH MANUFACTURER'S DIRECTIONS. SUBMITTALS .1 SUBMIT MANUFACTURER'S LITERATURE AND DATA DESCRIBING THE PRODUCT TO BE FURNISHED INCLUDING: MATERIALS, SHOP DRAWINGS, AND DETAILED PRINTED INSTRUCTIONS DESCRIBING HANDLING. STORAGE, AND CLEAN UP PROCEDURES. JOB CONDITIONS . 1 DO NOT BEGIN INSTALLATION UNTIL WORK WHICH COULD DAMAGE THE UNIT OR INTERRUPT INSTALLATION IS COMPLETE. DELIVERY. STORAGE & HANDLING .1 DELIVER ALL SITE FURNISHINGS TO JOBSITE IN NEW UNOPENED SHIPPING CONTAINERS WITH FACTORY LABELS ATTACHED. . 2 STORE SITE FURNISHINGS IN AREAS DESIGNATED BY OWNER AND IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. PART 2 PRODUCTS 2. 1 PRODUCTS SHALL BE AS NDTEO ON PLANS. PART 3 EXECUTION 3 .1 INSTALLATION .1 ASSEMBLE AND INSTALL ALL SITE FURNISHINGS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND AS SHOWN ON THE PLANS. • 2 GENERAL A. SHOULD FURTHER CONSTRUCTION BE REQUIRED IN AREAS WHERE SITE FURNISHINGS HAVE BEEN INSTALLED, TAKE NECESSARY PRECAUTIONS TO PROTECT FROM DAMAGE, B. CLEAN UP SITE FURNISHINGS FOLLOWING MANUFACTURER'S INSTRUCTIONS ONCE CONSTRUCTION HAS CONCLUDED . s.ETION 02500 SITE CONCRETE WOfil, PART 1 GENERAL 1 . 1 GENERAL CONDITIONS· 1 . 2 1. 3 1. 4 1 5 , , 6 1 . 7 1 . 8 THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIVISION 1 ARE A PART OF THIS SECTION. AND THE CONTRACT FOR THIS WORK, AND APPLY TO THIS SECTION AS IF REPEATED HEREIN. SUMMARY: FURNISH ALL LABOR, MATERIAL AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL COMPLETE IN PLACE, ALL CONCRETE, FORM WORK AND REINFORCING AS INDICATED ON THE DRAWINGS AND/OR SPECIFIED HEREIN. SUBMITTAL$: SAMPLE FINISH: CONSTRUCT CONCRETE SLABS, EACH 2 FEET BY 2 FEET SHOWING THE VARIOUS FINISHES OF CONCRETE. FINISHES MUST BE ACCEPTABLE TO THE OWNER PRIOR TO THE PLACEMENT OF SLABS ON GRADE AND PAVING OF STAIRS. SAMPLES SHALL BE USED TO ESTABLISH QUALITY CONTROL THROUGHOUT THE PROJECT. GUARANTEES AND REPLACEMENT: .1 DEFECTIVE CONCRETE WORK: CONCRETE FINISH WHICH IS DAMAGED, WHICH IS NOT PERFECTLY TRUE TO LINE AND PLACE, WHICH DOES NOT PITCH TO DRAIN, WHICH IS NOT THOROUGHLY TROWELED AND PROPERLY SURFACED AS SPECIFIED, WHICH DOES NOT CONTACT AT ALL POINTS AGAINST A STRAIGHT EDGE, WHICH SCUFFS OR HAS ANY ROUGH TOP SURFACE, WHICH IS CRACKED. WHICH DOES NOT CONNECT PROPERLY TD ADJOINING WORK, WILL NOT BE ACCEPTED ANO SHALL BE REMOVED BY THE CONTRACTOR AND REPLACED BY HIM WITH CEMENT FINISH COMPLYING WITH THE REQUIREMENTS OF THE SPECIFICATIONS . . 2 IF WITHIN ONE YEAR FROM COMPLETION OF THIS CONTRACT, SPALLING OR POPPING OF CONCRETE SURFACE OCCURS DUE TO CHEMICAL REACTION OF AGGREGATE OR OTHER CAUSES, THE CONTRACTOR SHALL REMOVE THE DEFECTIVE SLAB ANO REPLACE IT WITH ACCEPTABLE CONCRETE AT NO COST TO THE OWNER. REQUIREMENTS OF REGULATORY AGENCIES: ALL WORK SHALL CONFORM TO THE GOVERNING BUILDING CODE. COMPLY WITH THE FOLLOWING REFERENCE STANDARDS, UNLESS MODIFIED BY BUILDING CODE, OR HEREIN: "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318· 77. "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK", ACI 347-66. "RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING", ACI 306- 66 . "RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING", ACI 305-72. "RECOMMENDED PRACTICE FOR SELECTING PROPORTIONS OFCONCRETE", ACI 613-54 . "RECOMMENDED PRACTICE FOR MEASURING, MIXING, TRANSPORTING ANO PLACING CONCRETE", ACI 304-73. REFERENCED ASTM STANDARDS DF CURRENT ISSUE . CITY OR COUNTY CODES FOR WORK UPON PUBLIC PROPERTY. TESTS AND INSPECTIONS: .1 TESTS: .2 TESTS OF CONCRETE SHALL BE MADE BY A TESTING LABORATORY APPROVED BY THE OWNER. COST OF SAMPLING AND TESTING REQUIRED BY THESE SPECIFICATIONS SHALL BE BORNE BY THE OWNER EXCEPT THAT ANY RE-TESTING OF NON-CONFORMING MATERIAL SHALL BE PAID FOR BY THE CONTRACTOR. INSPECTION: INSPECTIONS HEREIN SPECIFIED SHALL BE MADE BY THE OWNER. THE CONTRACTOR SHALL REQUEST INSPECTION FORTY-EIGHT HOURS IN ADVANCE OF THE TIME INSPECTION IS REQUIRED. INSPECTION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: UPON COMPLETION OF PREPARATION OF SUBGRADE. UPON COMPLETION OF FORMING. UPON COMPLETION OF REINFORCING . UPON COMPLETION OF CONCRETE FINISHING. WHEN ALL CONSTRUCTION WORK HAS BEEN COMPLETED, THE CONTRACTOR SHALL CALL FDR A COMPLETE INSPECTION BEFORE PROCEEDING WITH THE SOIL PREPARATION AND PLANTING PHASES OF THE PROJECT. LAYOUT OF WORK AND CERTIFICATION OF FINISH GRADES: THE CONTRACTOR SHALL EMPLOY. AT HIS OWN EXPENSE, A REGISTERED CIVIL ENGINEER DR LICENSED LAND SURVEYOR, APPROVED BY THE INSPECTOR, TD LAY OUT THE WORK OF THE PROJECT, TO ESTABLISH ALL REFERENCE POINTS SET FOR CONSTRUCTION AND THE CERTIFICATION OF FINISH GRADES WITH DRAWINGS AND/DR TO MATCH EXISTING SURFACES WHERE APPLICABLE. REFER TO CIVIL ENGINEERS PLANS FOR LAY OUT AND FINISH GRADES. GENERAL REQUIREMENTS: . 1 .2 ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND SHALL IMMEDIATELY INFORM THE INSPECTOR AND OWNER OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT ALL ADJACENT SURFACES FROM SPLATTERING AND DEFACING OF ANY KIND. . 3 REINFORCEMENT SHALL BE STORED OFF THE GROUND AND SHALL BE PROTECTED TO PREVENT RUST AND TO KEEP CLEAN AND FREE OF GREASE, OIL, DIRT AND OTHER OBJECTIONABLE MATERIALS. STORAGE SHALL BE IN SEPARATE PILES OR RACKS TO AVOID CONFUSION OR LOSS OF IDENTIFICATION AFTER BUNDLES ARE BROKEN. PART 2 PRODUCTS 2 .1 MATERIALS: . 1 CONCRETE AGGREGATES: ASTM C 33. USE AGGREGATES FROM SAME SOURCE AND PIT FOR ENTIRE PROJECT . .2 MIXING WATER· FRESH, CLEAN AND POTABLE, FREE FROM INJURIOUS AMOUNTS OF OIL, ACID, ALKALI DR ORGANIC MATTER. • 3 COLOR ADMIXTURES: USE WHEN PERMITTED BY ARCHITECT AND SHOWN ON DRAWINGS. WHERE MORE THAN ONE IS USED. ADMIXTURES SHALL BE COMPATIBLE. COLOR CONDITIONED FLATWORK SHALL BE CURED WITH A COLOR WAX OR CONCRETE SEALER. COLOR ADMIX FOR USE IN INTEGRALLY COLORED CONCRETE AND CONCRETE COLOR SEALER SHALL BE AS MANUFACTURED BY L.M. SCOFIELD CO. . 4 MIXING OF CONCRETE: ALL TRANSIT-MIXED CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR EASY MIXED CONCRETE, ASTM SPECIFICATIONS C-94. . 5 EXPANSION JOINT FILLER: SHALL BE PRE-MOLDED, NON-ASPHALT FIBERBOARD, HEIGHT AS NOTED ON DETAILS. • 6 . 7 . 8 .9 .1 0 . 11 . , 2 . , 3 . , 4 . 1 5 . 1 6 . 1 7 . 1 8 JOINT SEALER: ASTM O 1190, HOT-POURED TYPE. STANDARD REQUIREMENTS: CLASS "A" CONCRETE SHALL CONTAIN NOT LESS THAN 6·112 SACKS OF CEMENT PER CUBIC YARD, AND SHALL BE PROPORTIONED TO ATTAIN A MAXIMUM CYLINDER STRENGTH OF 2,000 PSI IN 28 DAYS. COMPRESSIVE STRENGTHS ARE TO BE DETERMINED IN ACCORDANCE WITH ASTM C-39. WATERPROOFING MATERIAL: SHALL BE THORO-SEAL, SINAK OR APPROVED EQUAL. REINFORCING BARS: ASTM A 615, GRADE IN CONCRETE BLOCK MASONRY AND BRICK GRADE 40 FOR CONCRETE REINFORCEMENT. IDENTIFICATION AND HEAT NUMBER. 40 FOR REINFORCEMENT MASONRY. ASTM A 615, BUNDLE AND TAG WITH WELDED WIRE FABRIC: ASTM A 185, EXCEPT THAT ULTIMATE STRENGTH NEED NOT EXCEED 55,000 PSI. DELIVER AND PLACE FABRIC IN FLAT SHEETS. SUPPORTS AND SPACERS: TYPES AND SIZES REQUIRED TO MAINTAIN POSITIONING OF BARS AND WIRE FABRIC IN LOCATIONS SHOWN ON DRAWINGS DURING CONSTRUCTION SHALL BE PRECAST CONCRETE CUBES WITH TIE WIRES. CONCRETE MIX DESIGN FOR BOMANITE STAMPED CONCRETE PAVING: PORTLAND CEMENT, AGGREGATES, MIXING WATER, AIR ENTRAINING AGENT PER ABOVE. THE CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,250 PSI. COLOR HARDENER: READY TO USE DRY SHAKE MATERIAL OF SILICON PIGMENTS FOR USE AT PEDESTRIAN AREAS. HEAVY DUTY HARDENER MANUFACTURED OF EMERY AGGREGATE TO BE USED ON ROADS. LITHOCHROME COLOR HARDENER AS MANUFACTURED BY L.M. SCOFIELD. SEE PLAN FOR COLOR. RELEASE AGENT: SPECIALLY FORMULATED COLOR MIX TO BE USED WITH BOMANITE TEXTURING TOOLS TD PREVENT THEM ADHERING. CLEAR SEALER HARDENER: NOXCRETE 309E. A CLEAR, SLIP RESISTANT SEALER FOR ALL CONCRETE AND STAMPED CONCRETE WORK AS MANUFACTURED BY NOXCRETE. STAMPED CONCRETE: IMPRINTING TOOLS FOR STAMPED CONCRETE PAVING SHALL BE BOMANITE. SEE DRAWINGS FOR PATTERN AND COLORS TD BE USED. CURING MEMBRANE: NON-STAINING PAPER CONFORMING TO ASTM C 171, OR 6 Ml:_ THICK POLYETHYLENE FILM CURING COMPOUND: ASTM C 309, LIQUID MEMBRANE FORMING WITH FUGITIVE DYE FOR IDENTIFICATION. COMPOUND SHALL BE COMPATIBLE WITH FINISH TO BE APPLIED THERETO. CURING COMPOUND AND AREAS RECEIVING IT MUST BE APPROVED BY THE ARCHITECT. APPROVED FOR PLANTING A:ND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLA.NTING AREA:S. ---1------ I .. ; . ·-··--···-···-····· --·---·----······-···-··---·-·· ................... ·--·---+-· ! ., ,, __ , ____ , __ ,. --··-·······-·· .. ·····-·-··-·----··-·t··"··-··---"-··"·"·'·· - ··-···--···-·--·--·· --- . -·--·-············-·,·~------··- .... .! ___ , ____ , ... ,., ......... ,., ..... ,. ' ····-···-·-----·-·-----.......... , .. ,. -.......... , .... . . --·-.. -·-·-.. ---·-·----·----•-.-...... REVISION DESCRIPTION ,-- 1--- , "------------J--- ' ... ·-+---·· ! ------------,- BUl_T" IJA lb 1----------------------- -·-.. ----.. ·--··---·-· -----------·-· DAT[ c-. 0 0 0 z V <,J ,,, ·-"' o E ~ 0 .'.l.. .• ,. ~ <( ___ , ____ , __________ ,_,_,. ____ , __ ,_, ---~--------·-----·-----:i (JJ ·-----------·-----------------------------' 0 C: PART 3 EXECUTION 3. 1 GENERAL WORK PROCEDURES: 3.2 3.3 WORK PROCEDURES SHALL FOLLOW CUSTOMARY PRACTICES, AND SHALL BE AS SHOWN AND INTENDED BY DRAWINGS, DETAILS, AND SPECIFICATIONS AND SHALL COMMENCE WITH THE STAKING AND ALIGNMENT OF ALL LOCATIONS OF WORK. CONTRACTOR MUST OBTAIN THE INSPECTOR'S APPROVAL BEFORE COMMENCEMENT OF EXCAVATIONS. .1 MIXING OF CONCRETE: ALL TRANSIT-MIXED CONCRETE SHAlL BE MIXED AND DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR READY MIXED CONCRETE, ASTM SPECIFICATIONS C-94. • 2 MIX COLORING ADMIXTURE MATERIAL INTO THE CONCRETE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS TO ACHIEVE THE COlOR SELECTED. -3 TESTS OF CONCRETE SHAlL BE MADE BY A TESTING lABORATORY APPROVED BY THE INSPECTOR. COST OF SAMPLING AND TESTING REQUIRED BY THESE SPECIFICATIONS SHALL BE BORNE BY THE OWNER EXCEPT THAT ANY RE-TESTING CAUSED BY THE CONTRACTOR'S NEGLIGENCE SHALl BE PAID FOR BY THE CONTRACTOR. .4 CEMENT SHALL REQUIREMENTS MATERIALS, BE TESTED IN ACCORDANCE WITH THE LATEST OF THE AMERICAN SOCIETY FOR TESTING , 5 STORAGE: CEMENT SHALL BE STORED IN SUCH A MANNER AS TO PREVENT DETERIORATION, OR THE INTRUSION OF FOREIGN MATTER. . 6 ARCHITECTURAL CONCRETE, AS DETERMINED HEREIN, SHALL MEAN ALL CONCRETE WHICH IS EXPOSED TO VIEW IN THE FINISHED WORK IN CONSTRUCTION OF THE CONCRETE WALLS AND SITTING PLATFORMS. ALL CORNERS IN ARCHITECTURAL CONCRETE SHALL BE PER DRAWINGS. EXTREME CARE SHALL BE TAKEN IN FORMING POURING, AND VIBRATING OF ARCHITECTURAL CONCRETE TO PROVIDE SMOOTH AND UNIFORM PLANE SURFACES AND PLUMB AND TRUE CORNERS. ANY CONCRETE; WHICH DOES NOT CONFORM WITH THESE REQUIAE:MENTS SHALL BE REMOVED AND REPLACED AS DIRECTED BY THE INSPECTOR. ' GRADING: • 1 FOUNDATIONS AND WALKWAYS CAN BE FOUNDED ON COMPACTED MATERIALS, DRY DENSITY AT LEAST 90% OF THAT DENSITY DETERMINED BY ASTM TEST METHOD D 1557-70. .2 EXCAVATE FOR ALL WORK SUFFICIENTLY TO CONSTRUCT WORK TO LINE AND GRADE AS SHOWN ON DRAWINGS AND AS DIRECTED. EXCAVATIONS SHALL BE OF WIDTH SUFFICIENT TO PERMIT PROPER INSTALLATIONS, CONSTRUCTION AND REMOVAL OF FORMS. . 3 FOOTING EXCAVATIONS SHALL NOT BE LOWER THAN FOOTING GRADING AND SHALL BE DEAD LEVEL IN ACCORDANCE WITH ACCEPTABLE STANDARDS ANO PRACTICES AS NECESSARY TO PROVIDE A UNIFORM BEARING FOR THE FOOTING. IF SOFT SPOTS ARE ENCOUNTERED. THE SOFT MATERIAL SHALL BE REMOVED AND HAULED FROM SITE ANO THE EXCAVATION BACKFILLED AS DIRECTED WITH MATERIAL SUITABLE FOR PROPER COMPACTION. . 4 MAINTAIN PROPER DRAINAGE AT ALL TIMES AND KEEP OPERATIONS CLEAN AND FREE FROM ACCUMULATED MATERIALS. FORMS, CONSTRUCTION, PLACEMENT: . 1 FORMS: SET FORMS TO CONFORM TO PLANS, SECTIONS AND DETAILS AS DIRECTED. ALL EDGES AND LINES SHALL BE TRULY VERTICAL, HORIZONTAL OR CURVED AS SHOWN ON CIVIL ENGINEERS DRAWINGS. A. FORMS SHALL BE OF THE BEST TYPE FOR THE PURPOSE, RIGIDLY CONSTRUCTED, AND PROVIDING FOR ANY SPECIAL BUILT-IN FEATURES, AS INDICATED. B. WOOD FORMS SHALL BE FREE FROM CUPPING WARPING LARGE OR LOOSE KNOTS. JOINTS SHALL BE BROKEN AND DOUBLE NAILED. WOOD FORMS SHALL BE TREATED WITH THOMPSON WATER SEAL, NAC CRETE, OR HUNTS PROCESS TFL, OR APPROVED EQUAL. -2 CONSTRUCTION JOINTS: LOCATE ANO CONSTRUCT JOINTS ON CONCRETE FLAT WORK AS INDICATED ON DETAIL. IN ADDITION, EXPANSION JOINTS SHALL BE LOCATED AS INDICATED ON PLANS. • 3 BEFORE CONCRETE IS PLACED IN ANY FORM, THE CONTRACTOR SHALL ERECT AND INSTALL AT OR UPON THE FORM WHATEVER DEVICES, SUCH AS STRETCHED WIRES, PLUMB LINES, ETC., DEEMED NECESSARY BY THE INSPECTOR TO INDICATE CORRECTLY THE AMOUNT AND DIRECTION OF ANY DISPLACEMENT OF THE FORMS WHILE CONCRETE IS BEING PLACED THEREIN. THE CONTRACTOR SHALL PROVIDE SUFFICIENT CAPABLE WORKMEN ANO PROPER MATERIALS TO CORRECT THE DISPLACEMENT WHICH MAY OCCUR AND TO PREVENT FURTHER MOVEMENT, AS DIRECTED. .4 .5 ,6 -1 .8 .9 REINFORCEMENT SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS, TOGETHER WITH ALL NECESSARY WIRE TIES, SPACERS AND SUPPORTS TO INSTALL AND SECURE THE REINFORCEMENT PROPERLY. IT SHALL BE FREE OF RUST, SCALE, OIL, GREASE, BOND BREAKER COMPOUND, DRIED MORTAR AND OTHER COATINGS. SANDBLASTING OF THE REINFORCEMENT SHALL BE EMPLOYED AT THE OPTION OF THE ARCHITECT TO REMOVE ANY OF THE ABOVE COATINGS TO OBTAIN FULL BONO. PLACEMENT OF REINFORCEMENT SHALL BE OONE ACCURATELY ANO SECURELY USING CONCRETE CUBES. SUPPORT FOR REINFORCEMENT SHALL COMPLY WITH REQUIREMENTS OF "THE CASI MANUAL OF STANDARD PRACTICE". ALL REINFORCEMENT SHALL BE MADE CONTINUOUS EXCEPT AS OTHERWISE DETAILED. SPLICES OF REINFORCEMENT IN CONCRETE SHALL BE MADE BY LAPPING BARS OF 40 GRADE STEEL NOT LESS THAN 30 BAR DIAMETERS. MINIMUM LENGTH OF ANY LAP SHALL BE 1'-6". SPLICES IN ADJACENT BARS SHALL BE STAGGERED 4'-0" MINIMUM. WIRE FABRIC SHALL BE SPLICED BY LAPPING 8" MINIMUM. ALL DETAILING AND FABRICATION OF REINFORCING, UNLESS OTHERWISE NOTED ON THE PLANS OR IN THESE SPECIFICATIONS, SHALL FOLLOW THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", ACI 315. CONCRETE SHALL NOT BE PLACED OVER REINFORCEMENT, PIPES, CONDUIT, FORMS, ETC .. UNTIL SUCH WORK HAS BEEN INSPECTED AND APPROVAL GIVEN BY THE OWNER TO PROCEED WITH THE WORK. BEFORE CONCRETE IS PLACED. FORMS SHALL BE CLEANED OUT AND WET DOWN. GROUND SURFACES SHALL BE DAMP AT THE TIii/iE CONCRETE IS PLACED THEREON. ITEMS TO BE EMBEDDED IN THE CONCRETE SHALL BE IN PLACE, AS REQUIRED. . 1 0 CONCRETE SHALL BE PLACED BEFORE INITIAL SET HAS OCCURRED. THE CONCRETE SHALL BE WORKED THOROUGHLY INTO ALL CORNERS AND ANGLES OF FORMS. CARE SHALL BE TAKEN THAT NO SEGREGATION OF AGGREGATE OCCURS. IMMEDIATELY AFTER PLACEMENT, THE CONCRETE SHALL BE PROPERLY FORKED BACK ALONG THE FACES OF ALL FORMS, USING STANDARD CONCRETE FORKS, SPADES OR OTHER APPROVED EQUIPMENT. IN SCREEOING FLAT WORK, CONTRACTOR SHALL DOUBLE STRIKE-OFF CONCRETE AS DIRECTED BEFORE PROCEEDING WITH TROWELING. 3.4 .11 ALL JOINTS SHALL BE TRULY ANO ACCURATELY ALIGNED, OF SHARP EVEN WIDTH AS SHOWN ON DRAWINGS. A. INSTALL EXPANSION JOINTS AND WEAKENED PLANE TOOL JOINTS WHERE INDICATED AND AS DETAILED ON THE DRAWINGS. B. USE STANDARD TOOLS TO PRODUCE ROUNDED EDGE CORNERS ANO LINE SCORING, .12 CONCRETE SHALL BE FINISHED TO TRUE, EVEN LINES ANO SURFACES AND LEFT FREE FROM DEFECTS. MAXIMUM VARIATION OF 1/8" OUT OF LINE OR LEVEL IN 10 FEET ONLY WILL BE PERMITTED. JOINTS AND EDGES SHALL BE STRAIGHT ANO TRUE AND FINISHED WITH JOINTING AND EDGING TOOLS. A. TROWEL ALL CONCRETE SURFACES UNTIL FREE FROM DEFECTS OR BLEMISHES. AFTER TESTING WITH A STRAIGHT EDGE AND ELIMINATING HIGH AND LOW SPOTS. B. AFTER REMOVAL OF FORMS, THE DEPRESSION ALONG THE EDGE OF CONCRETE SHALL BE BACKFILLED WITH SOIL ANO TAMPED TO PROPER COMPACTION AND GRADE. C. IF WEATHER CONDITIONS ARE SEVERE ENOUGH TO DRY OUT THE CONCRETE SURFACE, THE SURFACE SHALL BE KEPT MOIST AS DIRECTED WITH A FINE FOG SPRAY UNTIL FINISH TROWELING IS COMPLETED. D. ALL FINISHED CONCRETE SHALL BE BARRICADED FOR THREE DAYS BARRICADES SHALL BE PLACED IMMEDIATELY AFTER FINISHING THE WORK THE CONTRACTOR SHALL FURNISH PLACE AND REMOVE ALL OF HIS OWN BARRICADES. ' . 1 3 APPLY WATERPROOFING TO RETAINING WALL SITUATIONS CALLEO FOR PER MANUFACTURER'S SPECIFICATIONS. MONOLITHIC SLAB FINISHES: . 1 SCRATCH FINISH: APPLY SCRATCH FINISH TO MONOLITHIC SLAB SURFACES THAT ARE TO RECEIVE MORTAR SETTING BEDS FOR TILE AND OTHER BOND!,O APPLIED CEMENTITIOUS FINISH FLOORING MATERIAL, ANO AS OTHERWISE, INDICATED. A. AFTER PLACING SLABS, PLANE SURFACE TO A TOLERANCE NOT EXCEEDING 112" IN 1 O' WHEN TESTED WITH A 1 O' STRAIGHTEDGE. SLOPE SURFACES UNIFORMLY TO DRAINS WHERE REQUIRED. AFTER LEVELING, ROUGHEN SURFACE BEFORE FINAL SET, WITH STIFF BRUSHES BROOMS OR RAKES. ' . 2 FLOAT FINISH: APPLY FLOAT FINISH TO MONOLITHIC SLAB SURFACES TO RECEIVE TROWEL FINISH AND OTHER FINISHES AS HEREINAFTER SPECIFIED, AND SLAB SURFACES WHICH ARE TO BE COVERED WITH MEMBRANE OR ELASTIC WATERPROOFING, AND AS OTHERWISE INDICATED A. AFTER SCREENING. CONSOLIDATING, AND LEVELING CONCRETE SLABS, DO NOT WORK SURFACE UNTIL READY FOR FLOATING. BEGIN FLOATING WHEN SURFACE WATER HAS DISAPPEARED OR WHEN CONCRETE HAS STIFFENED SUFFICIENTLY TO PERMIT OPERATION OF POWER-DRIVEN FLOATS, OR BOTH. CONSOLIDATE SURFACE WITH POWER- DRIVEN FLOATS, OR BY HAND-FLOATING IF AREA IS SMALL OR INACCESSIBLE TO POWER UNITS. CHECK ANO LEVEL SURFACE PLANE TO A TOLERANCE NOT EXCEEDING 1/4" IN 10' WHEN TESTED WITH A 10' STRAIGHTEDGE. CUT DOWN HIGH SPOTS AND FILL LOW SPOTS. UNIFORMLY SLOPE SURFACES TO DRAINS IMMEDIATELY AFTER LEVELING REFLOAT SURFACE TO A UNIFORM, SMOOTH, GRANULAR TEXTURE. . 3 TROWEL FINISH: APPLY TROWEL FINISH TO MONOLITHIC SLAB SURFACES TO BE EXPOSED"TO-VIEW, AND SLAB SURFACES TO BE COVERED WITH RESILIENT FLOORING, PAINT OR OTHER THIN FILM FINISH COATING SYSTEM . 4 . 5 . 6 A. AFTER FLOATING. BEGIN FIRST TROWEL FINISH OPERATION USING A POWER-DRIVEN TROWEL. BEGIN FINAL TROWELING WHEN SURFACE PRODUCES A RINGING SOUND AS TROWEL IS MOVED OVER SURFACE. CONSOLIDATE CONCRETE SURFACE BY FINAL HAND-TROWELING OPERATION, FREE OF TROWEL MARKS, UNIFORM IN TEXTURE AND APPEARANCE, AND WITH A SURFACE PLANE TOLERANCE NOT EXCEEOING 118" IN 10' WHEN TESTED WITH A 10' STRAIGHTEDGI=. GRIND SMOOTH SURFACE DEFECTS WHICH WOULD TELEGRAPH THROUGH APPLIED FLOOR COVERING SYSTEM. B. CONCRETE MOW CURBS AND BANDING SHALL HAVE SMOOTH TROWEL FINISH. FLOAT AND TROWEL TO A PERFECTLY SMOOTH FINISH WITH AT LEAST TWO SEPARATE STEEL TROWEL OPERATIONS. APPLY NON-SLIP BROOM FINISH WHERE INDICATED . A. IMMEDIATELY AFTER TROWEL FINISHING, ROUGHEN CONCRETE SURFACE BY BROOMING WITH FIBER BRISTLE BROOM PERPENDICULAR TO MAIN TRAFFIC ROUTE. COOROINATE REQUIRED FINAL FINISH WITH ARCHITECT BEFORE APPLICATION. APPLY CONCRETE SEALER TO ALL COLOR-CONDITIONED CONCRETE WORK PER MANUFACTURER'S SPECIFICATIONS. APPLY NOXCRETE 309E TO ALL STAMP CONCRETE PAVING AREAS. INSTALL STAMP COl\~RETI= PAVING: A. B. C. D. E. F. SPECIAL CONCRETE MIX SHALL BE PLACED AND SCREEDED TO THE PROPER GRADE AND FLOATED TO A UNIFORM SURFACE IN THE NORMAL MANNER. BOMANITE COLOR HARDENER SHALL BE APPLIED EVENLY TO THE PLASTIC SURFACE BY THE DRY-SHAKE METHOO USING A MINIMUM OF 60 POUNDS PER 100 PER SQUARE FEET. IT SHALL BE APPLIED IN TWO OR MORE SHAKES, FLOATING AFTER EACH, ANO TROWELED ONLY AFTER THE FINAL FLOATING. BOMACRON RELEASE AGENT SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. WHILE CONCRETE IS STILL IN THE PLASTIC STAGE OF SET, THE BOMANITE TEXTURING TOOLS SHALL BE APPLIED TO MAKE THE DESIRED PATTERN AND Tl:XTURE. THE SURFACE SHALL BE CLEANED TO REMOVE RESIDUAL DUST AND EXCESS BOMACRON RELEASE AGENT. APPLY NOXCRETE 309E TO SURFACE. 3.5 CURING: 3.6 3.7 3.8 .1 GENERAL: PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLO OR HOT TEMPERATURES. A. START INITIAL CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM CONCRETE SURFACE AFTER PLACING AND FINISHING. WEATHER PERMITTING, KEEP CONTINUOUSLY MOIST FOR NOT LESS THAN 7 DAYS. B. BEGIN FINAL CURING PROCEDURES IMMEDIATELY FOLLOWING INITIAL CURING AND BEFORE CONCRETE HAS DRIEO . CONTINUE FINAL CURING FOR AT LEAST 7 DAYS IN ACCORDANCE WITH ACI 301 PROCEDURES. AVOID RAPID DRYING AT ENO OF FINAL CURING PERIOD. . 2 CURING METHODS: PERFORM CURING OF CONCRETE BY MOIST CURING, BY MOISTURE-RETAINING COVER CURING, BY CURING COMPOUND, AND BY COMBINATIONS THEREOF. . 3 DO NOT USE MEMBRANE CURING COMPOUNDS ON SURFACES WHICH ARE TO BE COVERED WITH COATING MATERIAL APPLIED DIRECTLY TO CONCRETE, LIQUID FLOOR HARDENER, WATERPROOFING FLOORING, PAINTING, AND OTHER COATINGS AND FINISH MATERIALS: UNLESS OTHERWISE ACCEPTABLE TO ARCHITECT. PATCHING AND FINISHING: , 1 ALL EXPOSED CONCRETE WHICH IS ABOVE GROUND ANO IS NOT FORMED AS SHOWN ON THE DRAWINGS, OR FOR ANY REASON IS OUT OF ALIGNMENT. OR IS NOT TRUE, OR IS NOT PLUMB OR L!oVEL, OR IS NOT OTHERWISE IN TRUE AND CONTINUOUS FORM, SHALL BE CONSIDERED AS NOT CONFORMING WITH THE INTENT OF THE SPECIFICATIONS. THE MAXIMUM PERMISSIBLE DEVIATION FROM TRUE STRAIGHT SURFACES SHALL BE 1/8" IN 10'. THE CONTRACTOR IS CAUTIONED THAT ALL SURFACES NOT MEETING THE ABOVE REQUIREMENTS SHALL BE MACHINE GROUND AND HONED TO COME WITHIN THE ABOVE TOLERANCE OR SHALL BE REMOVED AND REPLACED AS DIRECTED AT THE DISCRETION OF THE ARCHITECT. . 2 THE CONTRACTOR SHALL REMOVE DEFECTIVE CONCRETE FROM THE JOB AT HIS EXPENSE OR IF PERMISSION IS GIVEN BY THE ARCHITECT, PATCH DEFECTIVE CONCRETE AT HIS OWN EXPE:NSE . . 3 AFTER THE FORMS HAVE BEEN REMOVED, ALL CONCRETE SURFACES SHALL BE INSPECTED ANO ANY POUR JOINTS, VOIDS, STONE POCKETS OR OTHER DEFECTIVE AREAS PERMITTEO BY THE ARCHITECT TO BE PATCHED, AND ALL TIE HOLES, SHALL BE PATCHED BEFORE THE CONCRETE IS THOROUGHLY DRY. DEFECTIVE AREAS SHALL BE CHIPPED AWAY TO A DEPTH OF NOT LESS THAN ONE INCH WITH THE EDGES PERPENDICULAR TO THE SURFACE_ THE AREA TO BE PATCHED AND A SPACE OF AT LEAST SIX INCHES WIDE ENTIRELY SURROUNDING IT SHALL BE WETTED TO PREVENT ABSORPTION OF WATER FROM THE PATCHING MORTAR. A GROUT OF EQUAL PARTS OF PORTLAND CEMENT AND SAND WITH SUFFICIENT WATER TO PRODUCE A BRUSHING CONSISTENCY SHALL THEN BE WELL BRUSHED INTO THE SURFACE, FOLLOWED IMMEDIATELY BY THE PATCHING MORTAR. THE PATCH SHALL BE FINISHED IN SUCH MANNER AS TO MATCH THE ADJOINING SURFACE. FIELD QUALITY CONTROL: . 1 COPIES IN DUPLICATE OF THE TEST REPORTS SHALL BE SUBMITTED TO THE ARCHITECT WITH ADDITIONAL COPIES TO ANY GOVERNING AUTHORITIES. CLEAN-UP: . 1 REMOVE ALL EXCESS MATERIALS, EQUIPMENT AND ALL DEBRIS FROM THE SITE. ---~-~---- cATE ·-·· E'~•'.jlN[EF: ' ! ----~~-~·- INl I lrll. DF WOR, SECTION 0251 o FAST-DRY CLAY TENNIS COURT PART l GENERAL 1. 1 GENERAL CONDITIONS: THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARE A PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK ANO APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1.2 SUMMARY: THE CONTRACT WORK TO BE PERFORMED UNDER THIS SECTION CONSISTS OF FURNISHING ALL SERVICES, LABOR, MATERIALS TRANSPORTATION EQUIPMENT ANO SUPPLIES, NECESSARY FOR, OR APPURTENANT TO, THE CONSTRUCTION OF THE COMPOSITION CLAY SURFACE OF THE TENNIS COURTS IN ACCORDANCE WITH LEE HYDROCOURT SPECIFICATIONS. 1.3 STANDARDS: THE WORK SHALL BE DONE IN A THOROUGH, WORKMANLIKE MANNER BY CONTRACTORS OF THE UNITED STATES TENNIS COURT ANO TRACK BUILDERS ASSOCIATION, AND SHALL CONFORM TO THEIR STANDARDS FOR TENNIS AND/OR BASKETBALL COURT CONSTRUCTION. CONTRACTOR SHALL HAVE A USTC & TBA CERTIFIED TENNIS COURT BUILDER ON STAFF. CONTRACTOR REFERENCES FOR FIVE (5) SIMILAR SUCCESSFULLY EXECUTELl PROJECTS WILL BE REQUIRED. 1.4 GUARANTE:E: THE CONTRACTOR SHALL GUARANTEE THE WORK AGAINST DEFECTIVE MATERIALS OR FAULTY WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM DATE OF COMPLETION. 1.5 SUBMITTAL$ . 1 SUBMIT UNDER PROVISIONS OF SECTION 01300. . 2 SHOP DRAWINGS: INDICATE LEE HYDROCOURT SUB-SURFACE WATERING SYSTEM CONFIGURATION, COMPONENTS ANO INSTALLATION DETAILS. . 3 SHOP DRAWINGS: INDICATE LEE HYDROBLEND FAST·DRY SURFACING . 1. 6 FIELD MEASUREMENTS .1 VERIFY THAT FIELD MEASUREMENTS ARE AS INDICATED ON SHOP DRAWINGS. PART 2 PRODU.!;;TS 2 .1 MANUFACTURERS .1 LEE HYDROCOURT SUB-SURFACE WATERING SYSTEM AND LEE HYDROBLENO FAST-DRY SURFACING: LEE TENNIS PRODUCTS, 1-800- 327-8379. 2. 2 SUB-SURFACE WATERING SYSTEM .1 ACCESS PIPES: 1-1/2" SCHEDULE 40 PVC AS SPECIFIED BY LEE TENNIS PRODUCTS. . 2 WATER LEVEL CONTROL BOXES: AS SUPPLIED BY LEE TENNIS PRODUCTS. • 3 LINER: 20 MIL HYPERLASTIC OR EQUIVALANT. . 4 STONE: CLEAN AND WASHED 3/4" TO 1" CRUSHED, NON-SOLUBLE . . 5 GEOTEXTILE FABRIC: PHILLIPS FIBER SUPAC #4NP OR EQUIVALANT. • 6 STONE DUST SCREENINGS: SIEVE 3/8 4 8 1 6 30 50 100 200 FM PERCENT PASSING 1 00.0 95.5 83 0 53. 7 34.0 14.0 5.0 3. 1 1 2. 3 SURFACE MATERIAL . 1 LEE HYDROBLENO AS SPECIFIED BY LEE TENNIS PRODUCTS . PART 3 EXECUTION 3.1 EXAMINATION 3.2 3.3 . 1 VERIFY THAT FIELD CONDITIONS ARE ACCEPTABLE AND ARE READY TO RECEIVE WORK. . 2 BEGINNING OF INSTALLATION EXISTING CONDITIONS. PREPARATION .1 VERIFY ALL COMPONENTS WATERING SYSTEM ARE IN PRODUCTS SPECIFICATIONS. INSTALLATION .1 INSTALL IN ACCORDANCE SPECIFICATIONS. MEANS CONTRACTOR ACCEPTS OF HYOROCOURT SUB-SURFACE ACCORDANCE WITH LEE TENNIS WITH LEE TENNIS PRODUCTS . 2 INSTALl COMPONENTS PLUMB ANO LEVEL, ACCURATELY FITTED, FREE FROM DISTORTION OR DEFECTS. a\lA Lundscape A.rchitect·ure • Planning La J'ollB Centre 11 9265 1·owne Centre Drive. Suite 340 . SEln Diego, CA 91:!121·3002 fHQ.550.1675 • t"o.x 6f.0.J680 ''AS BUil T II '<:,\~SCA~ I, .. ,,. APPROVED FOR PLANTING • ' ' AND IRRIGATION ONLY ·-·- I J ,y__; 7/~ ) INCLUDING PRECISE F'.Ct:· EX f' DATC er,,;;_· -" /4'-"" {__,/ LOCATION OF R[VIEWEO av: .(_?, ~~ f Or Ci.\.\\ PLANTING AREAS. lf6F'[CTCf/ DATE ~·-""•·~-~,-· -~-~ ·-···-·-~;HE!::::T CITY OF CARLSBAD [ s~1rs I 1:2. --,-.,,,,,_, -· ~ "'ffl' -·•--• 1:)LAI\NING D[P,~RTMEN--~·~·-,~-~····---·~·-~-~· . ·•-·~------ ---·----·-••< L.ANOSU\PE IMPi,CVE:MlcN·,-PLAN3 FOR, •-••a• _, ... ~. ----~---FOUR SEASONS RESORT --· ·~·-·•-AT A VIARA ·~·-·-· -·--, .. , .. -~ SPORTS CLUB-UNIT l ~---~-m ••• -· ·--~· .~l'PROVc:C ~ /J ~--77. 7 7 ., .... -.~~ -""' ·u,., Y. .. r:,!:;sisTMJT ·---·~---FLA,NIN'.·; Dl 'lECTDR JATE -•ffl-'-■• DWN BY: PROJECT NO. DRAW!~G NO. -~-~--· :JAH·: ].''1111 JAL DATE !N[TiAL_ -- REVISION DESCRIPTION -~~--CH<□ ll Y; --CT 95-02 351-SL o-HER />PPROVA.. C(!'Y APr'l~O\'AL. l'NWO E'V· '' r-- 0 0 ' 0 z -'-' -~V o E ~ 0 (l. z <l '" z ·-'---c--~------------------------·--·--·-·--~----~----·----·-········--------------------------------------------------------------------------------------------------------------------l O :-~ ------------·--·~-~,.,~,-·----·~---·-·---....... ____ , ______ ._,_, __ ,_,_, __ , ----~-·-·--.. ----·--• ............. ____ u... De le Plotted' SECTION 03100 CONCRETE FORMWORK PART 1 -GENERAL 1 .1 DESCRIPTION: . 1 RELATED WORK DESCRIBED ELSEWHERE: A. SITE CONCRETE WORK: SECTION02500 8. CONCRETE REINFORCEMENT: SECTION 03200 C. CAST-IN-PLACE CONCRETE: SECTION 03300 1. 2 QUALITY ASSURANCE: 1.3 .1 DESIGN OF FORMWORK IS THE CONTRACTOR'S RESPONSIBILITY. • 2 STANDARDS: COMPLY WITH ALL PERTINENT PROVISIONS OF THE AMERICAN CONCRETE INSTITUTE (ACI) 347 "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK". SUBMITTALS: . 1 COMPLY WITH SECTION 01300. . 2 JOINT LAYOUT: SUBMIT JOINTS LAYOUT FOR CONCRETE WORK, FABRICATION SHALL NOT BE DONE PRIOR TO OBTAINING APPROVAL. PART 2 -PRODUCTS 2. 1 FORM MATERIALS: .1 FORMS: A, CONSTRUCT FORMWORK FOR EXPOSED (PAINTED OR UNPAINTED) CONCRETE SURFACES WITH SMOOTH-FACED, UNDAMAGED PLYWOOD OR OTHER PANEL-TYPE MATERIALS ACCEPTABLE TO THE ARCHITECT. TO PROVIDE CONTINUOUS STRAIGHT, SMOOTH AS-CAST SURFACES. FURNISH IN LARGEST PRACTICABLE SIZES TO MINIMIZ!c NUMBER OF JOINTS. 8. CONSTRUCT FORMWORK FOR CONCRETE CONCEALED FROM VIEW WITH ROUGH-SAWN BOARDS OF SOUND GRADE. C -FORM CYLINDRICAL COLUMNS WITH PAPER OR FIBER TUBES CONSTRUCTED OF LAMINATED PLIES USING WATER, RESISTANT ADH!cSIVE WITH WAX-IMPREGNATED EXTERIOR FOR WEATHER AND MOISTURE PROTECTION. D. PROVIDE FOAM MATERIAL WITH SUFFICIENT THICKNESS TO WITHSTAND PRESSURE OF NEWLY-PLACED CONCRETE WITHOUT EXCESSIVE AND OBJECTIONABLE BOW OR DEFLECTION. . 2 FORM TIES: A. PROVIDE FACTORY-FABRICATED, ADJUSTABLE-LENGTH, REMOVABLE OR SNAP-OFF METAL FORM TIES, DESIGNED TO PREVENT FORM DEFLECTION AND TO PREVENT SPALLING CONCRETE SURFACES UPON REMOVAL. B. PROVIDE TIES SO THAT PORTION REMAINING WITHIN CONCRETE AFTER REMOVAL OF EXTERIOR PARTS IS AT LEAST 1-112" FROM THE OUTER CONCRETE SURFACE. PROVIDE FORM TIES WHICH WILL NOT LEAVE A HOLE LARGER THAN 1" DIAMETER IN THE CONCRETE SURFACE. . 3 FORMS COATINGS: PROVIDE COMMERCIAL FORMULATION FORM• COATING COMPOUNDS THAT WILL NOT BOND WITH, STAIN, NOR ADVERSELY AFFECT CONCRETE SURFACES REQUIRING BOND OR ADHESION, NOR IMPEDE THE WETTING SURFACES TO BE CURED WITH WATER OR CURING COMPOUNDS. 2.2 DESIGN OF FORMWORK: .1 DESIGN, ERECT, SUPPORT. BRACE. AND MAINTAIN FORMWORK SO THAT IT WILL SAFELY SUPPORT VERTICAL AND LATERAL LOADS THAT MIGHT BE APPLIED, UNTIL SUCH LOADS CAN BE SUPPORTED BY THE CONCRETE STRUCTURE. . 2 DESIGN FORMS AND FALSEWOAK TO INCLUDE ASSUMED VALUES OF LIVE LOAD, DEAD LOAD, WEIGHT OF MOVING EQUIPMENT OPERATED ON FORMWORK, CONCRETE MIX, HEIGHT OF CONCRETE DROP, VIBRATOR FREQUENCY, AMBIENT TEMPERATURE, FOUNDATION PRESSURES, STRESSES, LATERAL STABILITY, AND OTHER FACTORS PERTINENT TO SAFETY OF STRUCTURE DURING CONSTRUCTION. . 3 EARTH FORMS: SIDE FORMS OF FOOTINGS MAY BE OMITTED AND CONCRETE PLACED DIRECTLY AGAINST EXCAVATION ONLY WHEN REQUESTED BY THE CONTRACTOR AND ACCEPTED BY THE ARCHITECT. PART 3 • EXECUTION 3. 1 SURFACE CONDITIONS: .1 EXAMINE THE SUBSTRATE AND CONDITIONS UNDER WHICH WORK OF THIS SECTION IS TO BE PERFORMED, AND CORRECT UNSATIS· FACTORY CONDITIONS WHICH WOULD PREVENT PROPER AND TIMELY COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATIS- FACTORY CONDITIONS HAVE BEEN CORRECTED. 3. 2 FORM CONSTRUCTION: .1 .2 GENERAL: A. 8. C. CONSTRUCT FORMS COMPLYING WITH ACI 347, TO THE EXACT SIZES, SHAPES, LINES, AND DIMENSIONS SHOWN, AND AS REQUIRED TO OBTAIN ACCURATE ALIGNMENT, LOCATION, GRADES, LEVEL, AN□ PLUMB WORK IN FINISH STRUCTURES. PROVIDE FOR OPENINGS, OFFSETS, SINKAGES, KEYWAYS. RECESSES, MOLDINGS, REGLETS, CHAMFERS, BLOCKING, SCREEDS, BULLHEADS, ANCHORAGES, INSERTS, AND OTHER FEATURES REQUIRED. USE SELECTED MATERIALS TO OBTAIN REQUIRED FINISHES. FORMS FOR OPENINGS, AND CONSTRUCTION WHICH ACCOMMO-DATES INSTALLATION BY OTHER TRADES WHOSE MAH:RIALS AND PRODUCTS MUST BE FABRICATED BEFORE THE OPPORTUNITY EXISTS TO VERIFY THE MEASUREMENTS OF ADJACENT CON•STRUCTION WHICH AFFECTS SUCH INSTALLATIONS, SHALL BE ACCURATELY SIZED AND LOCATED AS DIMENSIONED ON THE DRAWINGS. IN THE; EVENT THAT DEVIATION FROM THE DRAWING DIMENSIONS RESULTS IN PROBLEMS IN THE FIELD, THE CONTRAC-TOR SHALL BE RESPONSIBLE FOR RESOLUTION OF THE CONDITIONS AS APPROVED BY THE ARCHITECT, WITHOUT ADDITIONAL EXPENSE TO THE OWNER. FABRICATION: A. FABRICATE FORMS FOR EASY REMOVAL WITHOUT HAMMERING OR PRYING AGAINST CONCRETE SURFACES. 8. PROVIDE TEMPORARY OPENINGS WHERE INTERIOR AREA OF FORM-WORK IS INACCESSIBLE FOR CLEANOUT, FOR INSPECTION BEFORE CONCRETE PLACEMENT, AND FOR PLACEMENT OF CONCRETE_ . 3 .4 . 5 FALSEWORK: A. ERECT FALSEWORK AND SUPPORT, BRACE AND MAINTAIN IT TO SAFELY SUPPORT VERTICAL, LATERAL, AND ASYMMETRICAL LOADS APPLIED UNTIL SUCH LOADS CAN BE SUPPORTED BY IN-PLACE CONSTRUCTION. FORMS FOR EXPOSED CONCRETE: A. DRILL FORMS TO SUIT TIES USED AND TO PREVENT LEAKAGE OF CONCRETE MORTAR AROUND TIE HOLES. DO NOT SPLINTER FORMS BY DRIVING TIES THROUGH IMPROPERLY PREPARED HOLES. B. PROVIDE SHARP, CLEAN CORNERS AT INTERSECTING PLANES WITHOUT VISIBLE EDGES OR OFFSETS. , C. ASSEMBLE FORMS SO THEY MAY BE READILY REMOVED WITHOUT DAMAGE TO EXPOSED CONCRETE SURFACES. CORNER TREATMENT: UNLESS SHOWN OTHERWISE, FORM CHAM· FERS WITH 3/4" X 314" STRIPS, ACCURATELY FORMED AND SUR- FACED TO PRODUCE UNIFORMLY STRAIGHT LINES AND TIGHT EDGE JOINTS ON EXPOSED CONCRETE. EXTEND TERMINAL EDGES TO REQUIRED LIMIT AND MITER CHAMFER STRIPS AT CHANGES IN DIRECTION. . 6 CONTROL JOINTS, LOCATE AS INDICATED. -7 PROVISION FOR OTHER TRADES: PROVIDE OPENINGS IN CONCRETE FORMWORK TO ACCOMMODATE WORK OF OTHER TRADES. VERIFY SIZE AND LOCATION OF OPENINGS, RECESSES AND CHASES WITH THE TRADE REQUIRING SUCH ITEMS. ACCURATELY PLACE AND SECURELY SUPPORT ITEMS TO BE BUILT INTO FORMS. -8 CLEANING AND TIGHTENING: THOROUGHLY CLEAN FORMS AND ADJA- CENT SURFACES TO RECEIVE CONCRETE. REMOVE CHIPS WOOD SAWDUST, DIRT, AND OTHER DEBRIS JUST BEFORE CONC,RETE IS PLACED. RETIGHTEN FORMS IMMEDIATELY AFTER CONCRETE PLACEMENT AS REQUIRED TO ELIMINATE MORTAR LEAKS. 3 -3 INSTALLATION OF EMBEDDED ITEMS: -1 SET AND BUILD INTO THE WORK ANCHORAGE DEVICES AND OTHER EMBEDDED ITEMS REQUIRED FOR OTHER WORK THAT IS ATTACHED TO, OR SUPPORTED BY, CAST-IN-PLACE CONCRETE. . 2 EDGE FORMS AND SCREED STRIPS FOR SLABS. SET EDGE FORMS OR BULKHEADS AND INTERMEDIATE SCREED STRIPS FOR SLABS TO OBTAIN REQUIRED ELEVATIONS AND CONTOURS IN THE FINISHED SLAB SURFACE. PROVIDE AND SECURE UNITS TO SUPPORT TYPES OF SCREEDS REQUIRED. 3.4 REMOVAL OF FORMS: .1 FORMWORK NOT SUPPORTING CONCRETE, SUCH AS SIDES OF BEAMS, WALLS, COLUMNS, AND SIMILAR PARTS OF THE WORK, MAY BE REMOVED AFTER CUMULATIVELY CURING AT NOT LESS THAN 50 DEGREES F FOR 24 HOURS AFTER PLACING CONCRETE, PROVIDED CONCRETE IS SUFFICIENTLY HARD TO NOT BE DAMAGED BY FORM REMOVAL OPERATION, AND PROVIDED THAT CURING AND PROTECTION OPERATIONS ARE MAINTAINED. . 2 FORMWORK SUPPORTING WEIGHT OF CONCRETE, SUCH AS BEAM SOFFITS, JOISTS, SLABS AND OTHER STRUCTURAL ELEMENTS MAY NOT BE REMOVED IN LESS THAN 14 DAYS, AND NOT UNTIL CONCRETE HAS ATTAINED DESIGN MINIMUM 28 DAY COMPRESSIVE STRENGTH. DETERMINE POTENTIAL COMPRESSIVE STRENGTH OF IN-PLACE CONCRETE BY TESTING FIELD-CURED SPECIMENS REPRESENTATIVE OF THE CONCRETE LOCATION OR MEMBERS. AND SPECIFIED IN OTHER SECTIONS. 3. 5 RE-USE OF FORMS: -1 CLEAN AND REPAIR SURFACES OF FORMS TO BE REUSED IN THE WORK. SPLIT, FRAYED, DELAMINATED OR OTHERWISE DAMAGED FORMFACING MATERIAL WILL NOT BE ACCEPTABLE. APPLY NEW FORM COATING COMPOUND MATERIAL TO CONCRETE CONTACT SURFACES AS SPECIFIED FOR NEW FORMWORK. WH!cN FORMS ARE REUSED FOR SUCCESSIVE CONCRETE PLACEMENT, THOROUGHLY CLEAN SURFACES, REMOVE FINS AND LAITANCE, AND TIGHTEN FORMS TO CLOSE ALL JOINTS. ALIGN AND SECURE JOINTS TO AVOID OFFSETS. Sl;_C_TION 03200 CONCRETE REINFORCEMENT !'ART 1 GENERAL 1.1 DESCRIPTION: 1. 2 1. 3 1 . 4 . 1 RELATED WORK DESCRIBED ELSEWHERE: A. B CAST-IN-PLACE CONCRETE, CONCRETE UNIT MASONRY: SECTION 03300 SECTION 04220 QUALITY ASSURANCE: .1 COMPLY WITH PERTINENT PROVISIONS OF FOLLOWING STANDARDS, EXCEPT AS HEREIN MODIFIED: . 2 CONCRETE REINFORCING STEEL INSTITUTE (CASI) "MANUAL OF STANDARD PRACTICE"; . 3 AMERICAN CONCRETE INSTITUTE (ACI) 318. .4 MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURE (AC!) 315. SUBMITTAL$: . 1 COMPLY WITH PERTINENT PROVISIONS OF SECTION 01300. _ 2 SHOP DRAWINGS, REINFORCEMENT: SUBMIT SHOP DRAWINGS FOR FABRICATION, BENDING, AND PLACEMENT OF CONCRETE REIN• FORCEMENT. COMPLY WITH AC! 315 "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" SHOWING BAR SCHEDULE, STIRRUP SPACING. DIAGRAMS OF BENT BARS, ARRANGEMENT OF CONCRETE REINFORCEMENT. INCLUDE SPECIAL REINFORCEMENT REQUIRED AND OPENINGS THROUGH CONCRETE STRUCTURES. . 3 MILL CERTIFICATES: SUBMIT STEEL PRODUCER'S CERTIFICATES OF MILL ANALYSIS, TENSILE, AN □ BEND TESTS FOR REINFORCING STEEL. PRODUCT HANDLING: . 1 DELIVERY, DELIVER REINFORCEMENT TO THE JOB SITE BUNDLED, TAGGED, AND MARKED. USE METAL TAGS INDICATING BAR SIZE, LENGTHS, AND OTHER INFORMATION CORRESPONDING TO MARKINGS SHOWN ON PLACEMENT DIAGRAMS. .2 STORAGE: STORE REINFORCEMENT AT THE JOB SITE IN A MANNER TO PREVENT DAMAGE AND ACCUMULATION OF DIRT AND EXCESSIVE RUST. PA8T 2 PRODUCTS 2.1 MATERIALS: . 1 REINFORCING BARS: BARS). NO. 5 BARS 6 0. COMPLY WITH ASTM A 615-79 (DEFORMED AND SMALLER, GRADE 40; ALL OTHERS GRADE 2.2 .2 . 3 .4 STEEL WIRE: COMPLY WITH ASTM A 82 . WELDED WIRE FABRIC: COMPLY WITH ASTM A 185-73. SUPPORTS FOR REINFORCEMENT: BOLSTERS, CHAIRS, SPACERS, AND OTHER DEVICES FOR SPACING, SUPPORTING, AND FASTENING REINFORCEMENT IN PLACE: A. USE WIRE BAR TYPE SUPPORTS COMPLYING WITH CASI RECOMMEN-DATIONS, UNLESS OTHERWISE INDICATED. DO NOT USE WOOD, BRICK, AND OTHER UNACCEPTABLE MATERIALS. B -FOR SLABS ON GRADE, USE SUPPORTS WITH SAND PLATES OR HORIZONTAL RUNNERS WHERE BASE MATERIAL WILL NOT SUPPORT CHAIR LEGS. FABRICATION: .1 GENERAL: FABRICATE REINFORCING BARS TO CONFORM TO REQUIRED SHAPES AND DIMENSIONS, WITH FABRICATION TOLERANCES COMPLYING WITH CASI MANUAL. IN CASE OF FABRI- CATING ERRORS, DO NOT RESEND OR STRAIGHTEN REINFORCEMENT IN A MANNER THAT WILL INJURE OR WEAKEN THE MATERIAL. . 2 UNACCEPTABLE MATERIALS: REINFORCEMENT WITH ANY OF THE FOLLOWING DEFECTS WILL NOT BE PERMITTED IN THE WORK: A. BAR LENGTHS, DEPTHS, AND BENDS EXCEEDING SPECIFIED FABRICATION TOLERANCES. 8. BENDS OR KINKS NOT INDICAT!cD ON DRAWINGS OR FINAL SHOP DRAWINGS. C. BARS WITH REDUCED CROSS-SECTION DUE TO EXCESSIVE RUSTING OR OTHER CAUSE. PARI. 3 EXECUTION 3.1 INSPECTION: .1 EXAMINE THE SUBSTRATE, FORMWORK, AND THE CONDITIONS UNDER WHICH CONCRETE REINFORCEMENT IS TO BE PLACED AND CORRECT CONDITIONS WHICH WOULD PREVENT PROPER AND TIMELY COMPLETION OF THE WORK. DO NOT PROCEED WITH THE WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 3.2 INSTALLATION: .1 COMPLY WITH THE SPECIFIED STANDARDS FOR DETAILS AND METHODS OF REINFORCEMENT PLACEMENT AND SUPPORTS, AND AS HEREIN SPECIFIED. . 2 CLEAN REINFORCEMENT TO REMOVE LOOSE RUST AND MILL SCALE EARTH, AND OTHER MATERIALS WHICH REDUCE OR DESTROY BOND WITH CONCRETE. .3 POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT BY FORMWORK, CONSTRUCTION, OR CONCRETE PLACEMENT OPERATIONS. . 4 INSTALL WELDED WIR!c FABRIC IN AS LONG LENGTHS AS PRACTICABLE. LAP ADJOINING PIECES AT LEAST ONE FULL MESH . . 5 SPLICES: LAPPING TYING. PROVIDE STANDARD REINFORCEMENT SPLICES BY ENDS, PLACING BARS IN CONTACT, AND TIGHTLY WIRE SECTION 03300 CAST-IN-PLACE CON.C.RETE PART 1 GENERAL 1 .1 DESCRIPTION: .1 RELATED WORK DESCRIBED ELSEWHERE: A. CONCRETE FORMWORK: SECTION 03100 B. CONCRETE REINFORCEMENT: SECTION 03200 1. 2 QUALITY ASSURANCE: .1 REGULATORY REQUIREMENTS: COMPLY WITH APPLICABLE PROVISIONS OF THE FOLLOWING CODES AND STANDARDS, UNLESS MODIFIED BY THE SPECIFICATIONS OR DRAWINGS. A. UNIFORM BUILDING CODE, 1979 EDITION, CHAPTER 26, "CONCRETE". B. AMERICAN CONCRETE INSTITUTE (ACI): "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318-71 EDITION. 2.2 .6 .7 .8 .9 CURING MEMBRANE: NON-STAINING PAPER CONFORMING TO ASTM C 171, OR 6 MIL THICK POLYETHYLENE FILM . EXPANSION SLEEVES: PHILLIP'S REDHEAD ANCHORS CONFORMING TO ICBO RESEARCH COMMITTEE RECOMMENDATION REPORT NO. 2614, PARABOLT CONCRETE ANCHORS CONFORMING TO ICBO RESEARCH COMMITTEE RECOMMENDATION REPORT NO. 2350, OR APPROVED EQUIVALENT. CURING COMPOUND: ASTM C 309, LIQUID MEMBRANE FORMING WITH FUGITIVE DYE FOR IDENTIFICATION. COMPOUND SHALL BE COMPAT· ISLE WITH FINISH TO BE APPLIED THERETO. CURING COMPOUND AND AREAS RECEIVING IT MUST BE APPROVED BY THE ARCHITECT. EXPANSION JOINTS: METAL TYPE, BURKE "COLDKEY", OR EQUAL .10 CLEAR SEALER HARDENER: SONNEBORN "LAPIDOLITH", PROTEX INDUSTRIES "LOTHOPLATE", OR EQUAL. .11 VAPOR BARRIER: 6 MIL POLYVINYL CHLORIDE (PVC) SHEETING WITH A PER RA TING OF .05. .12 SAND FOR USE WITH VAPOR BARRIER: WASHED FINE AGGREGATE CONFORMING TO ASTM C 33. MIXES: . 1 .2 MIX DESIGNS: A. MIX DESIGNS SHALL BE MADE BY A RECOGNIZED TESTING LABORATORY UNDER THE ACTIVE DIRECTION OF A CIVIL ENGINEER, WHO SHALL DETERMINE MIX DESIGNS TO FULFILL THE SPECIFIED REQUIREMENTS FOR STRENGTH AGGREGATE SIZE AND WORKABIL-ITY OF CONCRETE, AND s'ucH DESIGNS SHALL BE USED IN PROPOR-TIONING ALL STRUCTURAL CONCRETE. MIX DESIGNS SHALL BE SUB·MITTED TO THE ARCHITECT FOR INFORMATIONAL PURPOSES ONLY. COSTS FOR MIX DESIGNS SHALL BE PAID FOR BY THE CONTRACTOR. B. MIX DESIGNS SHALL BE MADE IN ACCORDANCE WITH AC! 318 AND 301, AND SHALL CONFORM TO REQUIREMENTS FOR GRADE A CONCRETE AS SPECIFIED IN CHAPTER 43 OF THE UBC. C. COVER AND CLEAR DISTANCES BETWEEN REINFORCING BARS SHOWN ON THE DRAWINGS SHALL BE CONSIDERED IN DETERMINING THE AGGREGATE SIZE FOR MIX DESIGNS AND MAY RESULT IN AN AGGREGATE SIZE SMALLER THAN THE MAXIMUM AGGREGATE SIZE ALLOWED ELSEWHERE IN THIS SPECIFICATION. D. A LIST OF WHERE THE MIX DESIGNS ARE TO BE USED SHALL ACCOMPANY THE DESIGNS . E. SUBMISSION OF MIX DESIGNS SHALL NOT BE CONSIDERED UNCONDITIONAL APPROVAL, AND SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO FURNISH CONCRETE OF PROPER CONSISTENCY AND SPECIFIED STRENGTHS. PROPERTIES AND PROPORTIONS: A. CONCRETE: 1. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM CYLINDER COMPRESSIVE STRENGTH AS INDICATED ON THE DRAWINGS. 2. SLUMPS: SLUMP SHALL BE 4 INCHES FOR ALL SLABS- ON•GRADES; MAXIMUM SLUMP FOR OTHER CONCRETE SHALL BE 4 INCHES. 3. MAXIMUM SIZE AGGREGATE. IN NO CASE SHALL THE MAXIMUM AGGREGATE SIZE USED EXCEED 20% OF A MEMBER'S THICKNESS, NOR SHALL IT EXCEED 3/4 OF THE CLEAR SPACING BETW!cEN REINFORCING, EXCEPT THAT IN COLUMNS AND PIERS IT SHALL NOT EXCEED 213 OF THE CLEAR DISTANCE BETWEEN REINFORCING. IN ADDITION, IT SHALL NEVER EXCEED THE SIZE INDICATED FOR THE FOLLOWING: A) SLABS, COLUMNS, PILASTERS: BJ WALLS LESS THAN B" THICKNESS: C) OTHER MEMBERS: 3/4-INCH 1-INCH 1·1I2-INCH 8. GROUT: ONE PART PORTLAND CEMENT AND TWO PARTS FINE AGGREGATE, BY VOLUME. GROUT SHALL BE OF A CONSISTENCY SUITABLE FOR THE INTENDED PURPOSE AND SHALL BE USED IMMEDIATELY AFTER MIXING. SMALL QUANTITIES OF GROUT MAY BE MIXED BY HAND, BUT ANY GROUT REQUIRING ONE-HALF SACK OF CEMl:NT OR MORE PER BATCH SHALL BE MACHIN!c MIXED. SEE DRAWINGS FOR GROUT IN CONCRETE MASONRY WALL. . 2 QUALITY CONTROL: PART 3 EXECUTION PART 2 A. FURNISH CERTIFIED REPORTS OF EACH PROPOSED MIX FOR EACH TYPE OF CONCRETE PRIOR TO START OF INSTALLATION OF THE WORK OF THIS SECTION. B. DO NOT BEGIN CONCRETE PRODUCTION UNTIL ALL MIXES HAVE BEEN REVIEWED BY THE ARCHITECT. C. ALSO SEE OTHER REQUIREMENTS FOR TESTING AS STATED IN PART 3 OF THIS SECTION. PRODUCTS 2.1 MATERIALS: . 1 .2 .3 .4 . 5 AGGREGATES: NORMAL SAND-GRAVEL AGGREGATES CONFORMING TO ASTM C33 "CONCRETE AGGREGATES:. PROVIDE AGGREGATES FROM A SINGLE SOURCE FOR EXPOSED CONCRETE . CEMENT: ASTM C150 "PORTLAND CEMENT" TYPE I OR TYPE 11 WATER: CLEAN AND FREE FROM DELE ALKALI, OIL, OR ORGANIC MATERIALS. ADMIXTURES: ASTM C 494 ADMIXTURE APPROVAL OF THE ARCHITECT. AIR-ENTRAINING AGENT: ASTM C 260 . TERIOUS SHALL ·-·-------~ DA"'."E AMOUNTS OF ACIDS, BE SUBJECT TO THE ·-·-~·-·ffl . --- ______ ,_ -·-·----~ ·-·---~· ----··----.--· . - I ~dliAL 3. 1 o"';":e=~ ;{'(~ SCAPr ,~ , ~~'-~ T~,'-43 ~1 ~½ . ' ~ (1 V I , I · I I .,- ... \ "'1...7/Y;c. '• D -v:>:-..: DolO' /4,',) .f;-f OF C~_;; ,-.~- =·•~-.. -·--_,,_,. -"--•~- --.. . El~CiJNE:ER OF ~OFiK REVISION DESCRIPTION JOINTS: .1 CONSTRUCTION JOINTS: LOCATE AND INSTALL CONSTRUCTION JOINTS, WHICH ARE NOT SHOWN ON DRAWINGS, SO AS NOT TO IMPAIR STRENGTH AND APPEARANCE OF THE STRUCTURE, AS ACCEPTABLE TO ARCHITECT. A. PROVIDE KEYWAVS AT LEAST 1·112" DEEP IN CONSTRUCTION JOINTS IN WALLS, SLABS AND BETWEEN WALLS AND FOOTINGS; ACCEPTED BULKHEADS DESIGNED FOR THIS PURPOSE MAY BE USED FOR SLABS. 01\t~ Lor>dsc'1po9 Architecture •. Planning · La Joli" Centre II 9265 To•ne Centre Drive, Suite 340 1 S6n Diego, CA ll2121-3002 ' !',lll.650.1675 • rax 660,16B0 - II AS BUiL T II APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE h,;--• --------•-----EXf" DATE LOCATION OF ':[Vi[WED 5y, PLANTING AREAS. --------,~ ·~-~-&=•-·--·-INSPEC'OR DATE I s31rs / -••-... _ ,;HEET CITY OF CARLSBAD -•c~ -·-··-1e> i0 LAl"Nl,~G DEPART MC:NT -··· ~. --·-- ""··-· L Al,OSi':Al'E IMPROVEMENT PLANS FOR: --·-FOUR SEASONS RESORT -----AT A VI ARA ' ··-·-·-· SPORTS CLUB-UNIT 1 I ---~ ----·----··•-•ffl • ---~--Al'l0 RU'IEO ;6,;;ff/ /, -l-7-V -- -•-•-•~---•,n, -·-----~---ASSISTANT-PLH~NI,G DIRECTOR □1;TE IJ'.✓N l'IY: _-----;J ·--,-,,, .. ·-· " '---~-~------·----f"RO:ECT NO. 0RAw]Nu NO. Cf',H: If<: !t,L Di~ ,-E 1 NIT i,~1 .. Cl-,KO BY: CT 95-02 351-BL 07hER AP~fi01~'AL u···y AfJPR:JVAL RV W D 8 Y , ·-------- c-- 0 0 ' " cr, 0 z u -~ ~ o E ~ 0 {l_ z <( "' D~a_t_e-,,P'"10-t-te-d-,------------------------------------·------·-·----·---------·--·----------··------------·--•----------------------------·---·-------------------------------------------------------------------------------------------------------..J 3 c" 3.2 3,3 3,4 3.5 3.6 B. .2 PLACE CONSTRUCTION JOINTS PERPENDICULAR TO THE MAIN REINFORCEMENT. CONTINUE REINFORCEMENT ACROSS CONSTRUC-TION JOINTS. CONTRACTION (CONTROL) JOINTS IN SLABS-ON-GROUND: CONSTRUCT CONTRACTION JOINTS IN SLABS-ON-GROUND TO FORM PANELS OF PATTERNS AS SHOWN. USE INSERTS 114" WIDE X 1/4 OF SLAB DEPTH, UNLESS OTHERWISE INDICATED. TOOL ADJACENT CONCRETE EDGES TO A 118" RADIUS. A. FORM CONTRACTION JOINTS BY INSERTING PREMOLDED HARD- BOARD OR FIBERBOARD STRIP INTO FRESH CONCRETE UNTIL TOP SURFACE OF STRIP IS FLUSH WITH SLAB SURFACE. AFTER CONCRETE HAS CURED, REMOVE INSERTS AND CLEAN GROOVE OF LOOSE DEBRIS. FILL EXTERIOR JOINTS WITH SEALANT SPECIFIED. INSTALLATION OF EMBEDDED ITEMS: . 1 GENERAL: SET AND BUILD INTO WORK ANCHORAGE DEVICES AND OTHER EMBEDDED ITEMS REQUIRED FOR OTHER WORK THAT IS ATTACHED TO, OR SUPPORTED BY, CAST-IN-PLACE CONCRETE. USE SETTING DRAWINGS, DIAGRAMS, INSTRUCTIONS AND DIRECTIONS PROVIDED BY SUPPLIERS OF ITEMS TO BE ATTACHED THERETO. . 2 EDGE FORMS AND SCREED STRIPS FOR SLABS: SET EDGE FORMS OR BULKHEADS AND INTERMEDIATE SCREED STRIPS FOR SLABS TO OBTAIN REQUIRED ELEVATIONS AND CONTOURS IN FINISHED SLAB SURFACE. PROVIDE AND SECURE UNITS SUFFICIENTLY STRONG TO SUPPORT TYPES OF SCREED STRIPS BY USE OF STRIKE-OFF TEMPLATES OR ACCEPTED COMPACTING-TYPE SCREEDS. CONCRETE PLACEMENT: . 1 PREPLACEMENT INSPECTION: BEFORE PLACING CONCRETE, INSPECT AND COMPLETE FORMWORK INSTALLATION, REINFORCING STEEL, AND ITEMS TO BE EMBEDDED OR CAST-IN. NOTIFY OTHER CRAFTS TO PERMIT INSTALLATION OF THEIR WORK: COOPERATE WITH OTHER TRADES IN SETTING SUCH WORK. MOISTEN WOOD FORMS IMMEDIATELY BEFORE PLACING CONCRETE WHERE FORM COATINGS ARE NOT USED. . 2 COORDINATE THE INSTALLATIONS OF JOINT MATERIALS ANO MOISTURE BARRIERS WITH PLACEMENT OF FORMS ANO REINFORCING STEEL. . 3 GENERAL: COMPLY WITH ACI 304, AND A$ HEREIN SPECIFIED. .4 . 5 . 6 .7 .8 A. DEPOSIT CONCRETE CONTINUOUSLY OR IN LAYERS OF SUCH THICKNESS THAT NO CONCRETE WILL BE PLACED ON CONCRETE WHICH HAS HARDENED SUFFICIENTLY TO CAUSE THE FORMATION OF SEAMS OR PLANES OF WEAKNESS. IF A SECTION CANNOT BE PLACED CONTINUOUSLY, PROVIDE CONSTRUCTION JOINTS AS HEREIN SPECIFIED. DEPOSIT CONCRETE A$ NEARLY AS PRACTICABLE TO ITS FINAL LOCATION TO AVOID SEGREGATION. PLACING CONCRETE IN FORMS, DEPOSIT CONCRETE IN FORMS IN HORIZONTAL LAYERS NOT DEEPER THAT 24" AND IN A MANNER TO AVOID INCLINED CONSTRUCTION JOINT$, WHERE PLACEMENT CONSISTS OF SEVERAL LAYERS, PLACE EACH LAYER WHILE PRECEDING LAYER 1$ STILL PLASTIC TO AVOID COLD JOINTS. CONSOLIDATE PLACED CONCRETE BY MECHANICAL VIBRATING EQUIPMENT SUPPLEMENTED BY HAND-SPADING, RODDING OR TAMPING, USE EQUIPMENT AND PROCEDURES FOR CONSOLIDATION OF CONCRETE IN ACCORDANCE WITH ACI RECOMMENDED PRACTICES. DO NOT USE VIBRATORS TO TRANSPORT CONCRETE INSIDE FORMS, INSERT AND WITHDRAW VIBRATORS VERTICALLY AT UNIFORMLY SPACED LOCATIONS NOT FARTHER THAN VISIBLE EFFECTIVENESS OF MACHINE. PLACI: VIBRATORS TO RAPIDLY PENETRATE PLACED LAYJ:'R AND AT LEAST 6" INTO PRECEDING LAYER. DO NOT INSERT VIBRATORS INTO LOWER LAYERS OF CONCRETE THAT HAVE BEGUN TO $ET. AT EACH INSERTION, LIMIT DURATION OF VIBRATION TO TIME NECESSARY TO CONSOLIDATE CONCRETE AND COMPLETE EMBEDMENT OF REINFORCEMENT ANO OTHER EMBEDDED ITEMS WITHOUT CAUSING SEGREGATION OF MIX. PLACING CONCRETE SLABS: DEPOSIT AND CONSOLIDATE CON• CRETE SLABS IN A CONTINUOUS OPERATION, WITHIN LIMITS OF CONSTRUCTION JOINTS, UNTIL THE PLACING OF A PANEL OR SECTION IS COMPLETED. CONSOLIDATE CONCRETE DURING PLACING OPERATIONS SO THAT CONCRETE IS THOROUGHLY WORKED AROUND REINFORCEMENT AND OTHER EMBEDDED ITEMS ANO INTO CORNER$ . 9 BRING SLAB SURFACES TO CORRECT LEVEL WITH STRAIGHTEDGE AND STRIKEOFF. USE BULL FLOATS OR DARBIES TO SMOOTH SURFACE, FREE OF HUMPS OR HOLLOWS. DO NOT DISTURB SLAB SURFACES PRIOR TO BEGINNING FINISHING OPERATIONS. . 1 O MAINTAIN REINFORCING IN PROPER POSITION DURING CONCRETE PLACEMENT OPERATIONS. FINISH OF FORMED SURFACES: .1 ROUGH FORM FINISH: FOR FORMED CONCRETE SURFACES NOT EXPOSED-TO-VIEW IN THE FINISH WORK OR BY OTHER CONSTRUC- TION, UNLESS OTHERWISE INDICATED, THIS IS THE CONCRETE SURFACE HAVING TEXTURE IMPARH:D BY FORM FACING MATERIAL USED, WITH TIE HOLES AND DEFECTIVE AREAS REPAIRED AND PATCHED AND FINS AND OTHER PROJECTIONS EXCEEDING 114" IN HEIGHT RUBBED DOWN OR CHIPPED OFF. MONOLITHIC SLAB FINISHES: • 1 APPLY NON-SLIP BROOM FINISH WHERE INDICATED. A. IMMEDIATELY AFTER TROWEL FINISHING, ROUGHEN CONCRETE SURFACE BY BROOMING WITH FIBER BRISTLE BROOM PERPEN- DICULAR TO MAIN TRAFFIC ROUTE. COORDINATE REQUIRED FINAL FINISH WITH ARCHITECT BEFORE APPLICATION. CURING: .1 GENERAL: PROTECT FRESHLY PLACED CONCRETE FROM PRE- MATURE DRYING ANO EXCESSIVE COLD OR HOT TEMPERATURES. .2 • 3 A, START INITIAL CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM CONCRETE SURFACE AFTER PLACING AND FINISHING. WEATHER PERMITTING, KEEP CONTINUOUSLY MOIST FOR NOT LESS THAN 7 DAYS. B, BEGIN FINAL CURING PROCEDURES IMMEDIATELY FOLLOWING INITIAL CURING AND BEFORE CONCRETE HAS DRIED. CONTINUE FINAL CURING FOR AT LEAST 7 DAYS IN ACCORDANCE WITH ACI 301 PROCEDURES. AVOID RAPID DRYING AT ENO OF FINAL CURING PERIOD. CURING METHODS: PERFORM CURING OF CONCRETE BY MOIST CURING, BY MOISTURE-RETAINING COVER CURING, BY CURING COMPOUND, AND BY COMBINATIONS THEREOF. DO NOT USE MEMBRANE CURING COMPOUNDS ON SURFACES WHICH ARE TO BE COVERED WITH COATING MATERIAL APPLIED DIRECTLY TO CONCRETE, LIQUID FLOOR HARDENER, WATERPROOFING, FLOORING, PAINTING, AND OTHER COATINGS AND FINISH MATERIALS, UNLESS OTHERWISE ACCEPTABLE TO ARCHITECT, 3.7 3.8 PATCHING ANO FINISHING: , 1 ALL EXPOSED CONCRETE WHICH IS ABOVE GROUND ANO IS NOT FORMED AS SHOWN ON THE DRAWINGS, OR FOR ANY REASON IS OUT OF ALIGNMENT, OR IS NOT TRUE, OR IS NOT PLUMB OR LEVEL, OR IS NOT OTHERWISE IN TRUE AND CONTINUOUS FORM, SHALL BE CONSIDERED AS NOT CONFORMING WITH THE INTENT OF THE SPECIFICATIONS. THE MAXIMUM PERMISSIBLE DEVIATION FROM TRUE STRAIGHT SURFACES SHALL BE 118" IN 10'. THE CONTRACTOR IS CAUTIONED THAT ALL SURFACES NOT MEETING THE ABOVE REQUIREMENTS SHALL BE MACHINE GROUND AND HONED TO COME WITHIN THE ABOVE TOLERANCE OR SHALL BE REMOVED ANO REPLACED AS DIRECTED AT THE DISCRETION OF THE ARCHITECT, . 2 THE CONTRACTOR SHALL REMOVE DEFECTIVE CONCRETE FROM THE JOB AT HIS EXPENSE OR IF PERMISSION IS GIVEN BY THE ARCHITECT, PATCH DEFECTIVE CONCRETE AT HIS OWN EXPENSE. , 3 AFTER THE FORMS HAVE BEEN REMOVED. ALL CONCRETE SURFACES SHALL BE INSPECTED ANO ANY POUR JOINTS, VOIDS, STONE POCKETS OR OTHER DEFECTIVE AREAS PERMITTED BY THE ARCHITECT TO BE PATCHED, AND ALL TIE HOLES, SHALL BE PATCHED BEFORE THE CONCRETE IS THOROUGHLY ORY. DEFECTIVE AREAS SHALL BE CHIPPED AWAY TO A DEPTH OF NOT LESS THAN ONE INCH WITH THE EDGES PERPENDICULAR TO THE SURFACE. THE AREA TO BE PATCHED ANO A SPACE OF AT LEAST SIX INCHES WIDE ENTIRELY SURROUNDING IT SHALL BE WETTED TO PREVENT ABSORPTION OF WATER FROM THE PATCHING MORTAR. A GROUT OF EQUAL PARTS OF PORTLAND CEMENT ANO SAND WITH SUFFICIENT WATER TO PRODUCE A BRUSHING CONSISTENCY SHALL THEN BE WELL BRUSHED INTO THE SURFACE, FOLLOWED IMMEDIATELY BY THE PATCHING MORTAR. THE PATCH SHALL BE FINISHED IN SUCH MANNER AS TO MATCH THE ADJOINING SURFACE. FIELD QUALITY CONTROL: , 1 COPIES IN DUPLICATE OF THE TEST REPORTS SHALL BE SUBMITTED TO THE ARCHITECT WITH ADDITIONAL COPIES TO ANY GOVERNING AUTHORITIES, , 2 CYLINDERS SHALL BE TAKEN BY THE TESTING LABORATORY, AND SHALL BE MADE IN ACCORDANCE WITH ASTM C31, CONCRETE SHALL BE TESTED IN ACCORDANCE WITH "STANDARD METHOD OF MAKING COMPRESSION TESTS OF CONCRETE: ASTM C39. AT LEAST THREE IDENTICAL CYLINDERS SHALL BE TESTED FOR EACH ONE• HUNDRED CUBIC VAROS OR FRACTION THEREOF OF EACH TYPE AND STRENGTH OF STRUCTURAL CONCRETE, AND SHALL BE TESTED AT THE AGES OF SEVEN AND 28 DAYS. . 3 .4 IF MINIMUM ULTIMATE STRENGTH OF TEST CYLINDERS FALLS BELOW COMPRESSIVE STRENGTHS CALLED FOR ON THE PLANS, ARCHITECT MAY GRANT PERMISSION TO CONTRACTOR TO DEMONSTRATE THAT CONCRETE MEETS SPECIFICATIONS BY TAKING CORES, AND TESTING AS SPECIFIED IN ASTM C42, FROM SUCH PORTIONS OF STRUCTURE AS ARCHITECT MAY DIRECT. COSTS OF SUCH TESTING WILL BE PAID FOR BY CONTRACTOR IF COMPRESSIVE TESTS OF CORE SPECIMENS FAIL TO SHOW COMPRESSIVE STRENGTH ASSUMED IN DESIGN, CONCRETE WILL BE DEEMED DEFECTIVE AND SHALL BE REPLACED OR ADEQUATELY STRENGTHENED AT CONTRACTOR'S EXPENSE IN A MANNER ACCEPTABLE TO ARCHITECT. PROVIDE SPECIAL INSPECTION ON ALL WORK INDICATED IN STRUCTURAL GENERAL NOTES. g__Q_ILQfL.211-Q.Q CONCRETE UNIT MASONRY PART 1 GENERAL 1 . 1 GENERAL CONDITIONS: THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIVISION 1 ARE A PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK ANO APPLY TO THIS SECTION A$ FULLY AS IF REPEATED HEREIN, 1.2 SCOPE, THE WORK INCLUDES THE FURNISHING AND INSTALLING OF ALL CONCRETE UNIT MASONRY WORK, INCLUDING REINFORCING STEEL AS SHOWN AND NOTED ON THE DRAWINGS AND SPECIFIED HEREIN. 1 3 CODES AND STANDARDS: EXCEPT AS MODIFIED BY THE REQUIREMENTS SPECIFIED HEREIN AND/OR THE DETAILS ON THE DRAWINGS, ALL WORK INCLUDED IN THIS SECTION SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THE FOLLOWING CODES AND STANDARDS: UNIFORM BUILDING CODE, 1979 EDITION, CHAPTER 24, "MASONRY". AMERICAN SOCIETY FOR TESTING ANO MATERIALS (ASTM): THE SPECIFICATIONS AND STANDARDS HEREINAFTER REFERRED TO, LATEST EDITIONS. 1.4 CERTIFICATIONS: CONTRACTOR SHALL FURNISH A CERTIFICATE, EXECUTED IN TRIPLICATE, STATING THAT ALL CONCRETE BLOCKS HAVE BEEN PROPERLY ANO THOROUGHLY CURED AT THE PLANT BEFORE SHIPMENT, ANO THAT THl:'Y CONFORM TO ALL OF THE REQUIREMENTS OF THIS SPECIFICATIONS. EACH CE'<TIFICATE SHALL BE SIGNED BY THE BLOCK MANUFACTURER AND SHALL CONTAIN THE NAME OF THE CONTRACTOR, THE PROJECT LOCATION, AND THE QUANTITY AND DATE OR DATES OF SHIPMENT OR DELIVERY TO WHICH THE CERTIFICATE APPLIES, 1.5 STRENGTHS OF MORTAR ANO GROUT: .1 MORTAR STRENGTHS: MORTAR FOR GROUTED UNIT MASONRY SHALL BE TYPE S MORTAR IN ACCORDANCE WITH CHAPTER 24 OF THE UNIFORM BUILDING CODE. 1976 EDITION AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AT 1800 PSI. . 2 GROUT STRENGTHS: 2000 PSI AT 28 DAYS. 1 , 6 HANDLING AND STORAGE: IMMEDIATELY UPON DELIVERY TO THE SITE, MASONRY UNITS SHALL BE STACKED UNDERCOVER OR OTHERWISE PROTECTED FROM EXPOSURE TO THE WEATHER ANO FROM CONTACT WITH SOIL, CARE SHALL BE EXERCISED IN HANDLING THESE ITEMS TO AVOID CHIPPING AND BREAKAGE AND TO PROTECT THEM FROM DAMAGE. USE OF DAMAGED BLOCKS WILL NOT BE PERMITTED. UNITS SHALL BE STORED ON PALLETS OR TEMPORARY WOOD FLOORS OFF THE GROUND AND OUT OF THE WAY OF OTHER TRADES. PAJF 2 PAQDVCTS 2. 1 CONCflETtc MASONRY UNITS, , 1 CONCRETE MASONRY UNITS: HOLLOW LOAD-BEARING UNITS, CONFORMING TO ASTM C90-75, GRADE N. TYPE 1, LIGHTWEIGHT UNITS, EXCEPT THAT UNITS SHALL HAVE A MAXIMUM LINEAR SHRINKAGE OF 0.06%. PROPER SPECIALLY SHAPED UNITS SHALL BE USED TO PROVIDE FOR BOND BEAMS AND LINTELS WITH A MINIMUM OF UNIT CUTTING. BLOCK SHALL BE STANDARD UNITS, 8" X 8" X 16" AND 12" X 8" X 16" NOMINAL IN SIZE. ALL UNITS SHALL BE STANDARD COLOR ANO TEXTURE UNLESS OTHERWISE NOTED. . 2 CEMENT, STANDARD TYPE II PORTLAND CEMENT, CONFORMING TO ASTM C150-77, LOW ALKALI. . 3 LIME. HYDRATED, CONFORMING TO ASTM 0207-76, TYPE $. _ 4 MOHTAR SAND· NATURAL SAND, CLEAN AND GRADED, CONFORMING TO ASTM 0144-76. . 5 GROUT AGGREGATE: CLEAN AND GRADED CONCRETE AGGREGATES, CONFORMING TO ASTM C33-77. . 6 WATER: FRESH, CLEAN AND POTABLE, AND FREE FROM SUCH AMOUNTS OF MINERAL AND ORGANIC SUBSTANCES AS WOULD ADVERSELY AFFECT THE HARDENING OF CEMENT MORTAR. . 7 REINFORCING STEEL: FURNISH AND INSTALL REINFORCING STEEL FOR GROUTED BLOCK MASONRY UNDER THIS SECTION IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 03200, "CONCRETE REINFORCEMENT". CONCRETE FOOTING: . 1 PORTLAND CEMENT: ASTM C 150, TYPE I OR II. FOR EXPOSED CONCRETE, USE ONLY ONE BRAND FROM ONE MILL LOT. .2 .3 .4 .5 .6 .7 .8 CONCRETE AGGREGATES: ASTM C 33. USE AGGREGATES FROM SAME SOURCE AND PIT FOR ENTIRE PROJECT . MIXING WATER: FRESH, CLEAN AND POTABLE, FREE FROM INJURIOUS AMOUNTS OF OIL, ACID, ALKALI OR ORGANIC MATTER. MIXING OF CONCRETE: ALL TRANSIT-MIXED CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR EASY MIXED CONCRETE, ASTM SPECIFICATIONS C-94. STANDARD REQUIREMENTS: CLASS "A" CONCRETE SHALL CONTAIN NOT LESS THAN 6-112 SACKS OF CEMENT PER CUBIC YARD, AND SHALL BE PROPORTIONED TO ATTAIN A MAXIMUM CYLINDER STRENGTH OF 2,000 PSI IN 28 DAYS. COMPRESSIVE STRENGTHS ARE TO BE DETERMINED IN ACCORDANCE WITH ASTM C-39. REINFORCING BARS: ASTM A 615, GRADE 40 FOR REINFORCEMENT IN CONCRETE BLOCK MASONRY AND BRICK MASONRY. ASTM A 615, GRADE 40 FOR CONCRETE REINFORCEMENT. BUNDLE AND TAG WITH IDENTIFICATION AND HEAT NUMBER. WELDED WIRE FABRIC: ASTM A 185, EXCEPT THAT ULTIMATE STRENGTH NEED NOT EXCEED 55,000 PSI. DELIVER AND PLACE FABRIC IN FLAT SHEETS. SUPPORTS AND SPACERS: TYPES AND SIZES REQUIRED TO MAINTAIN POSITIONING OF BARS AND WIRE FABRIC IN LOCATIONS SHOWN ON DRAWINGS DURING CONSTRUCTION SHALL BE PRECAST CONCRETE CUBES WITH TIE WIRES. , 9 AIR ENTRAINING AGENT: ASTM C 260 16, 17, 20 (SEE ATTACHED) . SECTION 05520 METAL HANDRAILS AND RAILINGS PART 1 GENERAL 1, 1 SECTION INCLUDES . 1 STEEL TUBE HANDRAILS, BALUSTERS, ANO FITTINGS. . 2 WROUGHT IRON RAILING. , 3 DECORATIVE WROUGHT AND CAST IRON FITTINGS FOR RAILING SYSTEMS. 1. 2 PRODUCTS FURNISHED BUT NOT INSTALLED UNDER THIS SECTION. 1. 3 1 , 4 1. 5 . 1 SECTION 03300 -CAST-IN-PLACE CONCRETE: PLACEMENT OF ANCHOR$ IN CONCRETE. RELATED SECTIONS . 1 SECTION 09900 • PAINTING: PAINT FINISH. REFERENCES . 1 ASTM A53 -HOT-DIPPED, ZINC-COATED WELDED AND SEAMLESS STEEL PIPE, , 2 ASTM A386 • ZINC-COATING (HOT-DIP) ON ASSEMBLED STEEL PRODUCTS. . 3 ASTM ASOO -COLD-FORMED WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBING IN ROUND AND SHAPES. . 4 ASTM A501 • HOT FORMED WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBING . SUBMITTAL$ . 1 SUBMIT UNDER PROVISIONS OF SECTION 01300. . 2 SHOP DRAWINGS: INDICATE PROFILES, SIZES, CONNECTION ATTACHMENTS, ANCHORAGE, SIZE AND TYPE OF FASTENERS, AND ACCESSORIES . . 3 SAMPLES: SUBMIT 4 SAMPLES OF EACH DECORATIVE CASTING, WALL BRACKETS ETC. AS INDICATED ON DRAWINGS. 1.6 FIELD MEASUREMENTS PART 3 EXECUTION • 1 VERIFY THAT FIELD MEASUREMENTS ARE AS INDICATED ON SHOP DRAWINGS. 3. 1 UNIT MASONRY CONSTRUCTION: PART 2 PRODUCTS 3.2 3.3 3.4 3.5 . 1 GENERAL: WALLS SHALL BE STRAIGHT, PLUMB AND TRUE, WITH ALL COURSES TRUE TO LINE AND LEVEL, BUILT TO DIMENSIONS SHOWN. ALL CELLS CONTAINING REINFORCEMENT $HALL BE FILLED SOLID WITH GROUT, UNLESS OTHERWISE NOTED ON DRAWINGS. BLOCKS SHALL BE LAID UP IN RUNNING BOND. . 2 JOINTS: BOTH VERTICAL AND HORIZONTAL JOINTS SHALL BE UNIFORMLY 318" TO 112" THICK, WITH MORTAR COVl'oRAGE FOR FULL SHELL THICKNESS AT BOTH VERTICAL AND HORIZONTAL JOINTS. • 3 ,4 ,5 ,6 BED JOINTS: THE TOP SURFACE OF THE CONCRETE FOOTINGS OR OTHER BED JOINTS MUST BE CLEAN, SMOOTH CONCRETE WITH AGGREGATE EXPOSED BEFORE START OF LAYING. TOPS OF FOUNDATIONS SHALL BE SANDBLASTED, IF NECESSARY, TO REMOVE LAITANCE FOR EXPOSING AGGREGATES IN THE CONCRETE. FOUNDATION TOPS SHALL BE KEPT CLEAN DURING THE CONSTRUCTION BY CLEANING AT LEAST ONCE A DAY. REINFORCEMENT: VERTICAL REINFORCING BARS SHALL BE HELD IN PLACE BY STANDARD REINFORCING SUPPORTS. HORIZONTAL BARS SHALL BE TIED TO VERTICAL BARS AS THE BLOCK WORK PROGRESSES AND SHALL BE EMBEDDED IN GROUT. WATERPROOFING MATERIAL: SHALL BE THORO-SEAL OR APPROVED EQUAL. GROUT MIX: GROUT SHALL BE DESIGNED IN ACCORDANCE WITH UBC 2403 FOR MANUFACTURER DESIGN MIXES. THE USE OF AN ADMIXTURE FOR THE PURPOSE OF REDUCING WATER CONTENT WILL BE PERMITTED, SUBJECT TO APPROVAL BY THE OWNER OF THE ADMIXTURE, AND PROVIDED THE STRENGTH OF GROUT IS NOT IMPAIRED. WATERPROOFING ADMIXTURE SHALL BE ADDED IN AMOUNT RECOMMENDED BY THE MANUFACTURER BUT NOT TO THE EXTENT THAT GROUT STRENGTH SPECIFIED IS IMPAIRED. , 7 CONSTRUCTION: GROUT CONSTRUCTION SHALL CONFORM TO ALL REQUIREMENTS OF THE UNIFORM BUILDING CODE. GROUT SHALL BE PLACED BY MEANS OF AN APPROVED GROUT PUMP CAPABLE OF HANDLING AT LEAST 12 CU. VOS. PER HOUR OF THE SPECIFIED 318" MAXIMUM SIZE AGGREGATE MIX. CLEANING: AFTER ERECTION AND POINTING, ALL MASONRY SHALL BE CLEANED DOWN WITH STIFF BRUSHES AND WATER, FOLLOWED BY A THOROUGH RINSING WITH CLEAN WATER. CURING: ATTENTION SHALL BE GIVEN TO THE PROPER CURING OF MORTAR JOINTS AS WELL AS THE GROUT CONCRETE POUR. THE MASONRY WORK AND THE TOP OF THE GROUT POUR SHALL BE KEPT DAMP BUT NOT SATURATED FOR AT LEAST 7 DAYS TO PREVENT TOO RAPID DRYING DURING HOT OR DRYING WEATHER, AND DRYING WINDS. PROTECTION: MASONRY SURFACES SHALL BE COVERED WITH NON-STAINING WATERPROOF PAPER WHEN NECESSARY TO PROTECT THEM FROM RAIN OR FROM HOT, DRY WEATHER. SURFACES NOT BEING WORKED ON SHALL BE PROTECTED, TOLERANCES· THE FOLLOWING TOLERANCES SHALL APPLY TO THE MASONRY WORK: PLUMB: IN ADJACENT UNITS • 118"; IN 10 FEET -114". LEVEL: ANY BAY OR 20 FEET MAXIMUM • 114"; IN 40 FEET OR MORE -112". 2.1 MANUFACTURERS . 1 PRIMER, ZINC CHROMATE PRIMER. . 2 PAINT: "RUST-0-LEUM" OR EQUAL, COLOR A$ INDICATED ON PLANS. 2. 2 STEEL RAILING SYSTEM 2.3 . 1 STEEL TUBING: ASTM A500, GRADE B OR ASTM A501. .2 RAILS AND POSTS: SIZE, SHAPE AND SPACING AS SHOWN ON THE DRAWINGS, WELDED JOINTS. . 3 FITTINGS: ELBOWS, T-SHAPES, WALL BRACKETS, ESCUTCHEONS; BENT OR MITERED TUBE STEEL. . 4 MOUNTING: ADJUSTABLE BRACKETS AND FLANGES, WITH STEEL INSERTS FOR CASTING IN CONCRETE. PREPARE BACKING PLATE FOR MOUNTING IN FRAMED WALL CONSTRUCTION. 5 EXPOSED FASTENERS: FLUSH COUNTERSUNK SCREWS OR BOLTS; CONSISTENT WITH DESIGN OF RAILING. . 6 SPLICE CONNECTORS: STEEL WELDING COLLARS. . 7 GALVANIZING: 1.25 OZ/SQ. FT. ZINC COATING IN ACCORDANCE WITH ASTM A386. WROUGHT IRON RAILING . 1 CUT, SHAPE AND BEND MEMBERS TO PROFILES AND CONFIGURATIONS SHOWN ON THE DRAWINGS. . 2 CONNECT MEMBERS BY GROOVE WELD$. .3 PERMANENTLY ATTACH DECORATIVE ELEMENTS. 2.4 FABRICATION . 1 FIT AND SHOP ASSEMBLE COMPONENTS IN LARGEST PRACTICAL SIZES. FOR DELIVERY TO SITE . . 2 FABRICATE COMPONENTS WITH JOINTS TIGHTLY FITTED ANO SECURED, .3 EXPOSED MECHANICAL FASTENINGS: FLUSH COUNTERSUNK SCREWS OR BOLTS; UNOBTRUSIVELY LOCATED; CONSISTENT WITH DESIGN OF COMPONENT, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. .4 SUPPLY COMPONENTS REQUIRED FOR ANCHORAGE OF FABRICATIONS. FABRICATE ANCHORS AND RELATED COMPONENTS OF SAME MATERIAL AND FINISH AS FABRICATION, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. " -, Landsc,.pe Architecture • Pl11nnlng La Jolla Centre II DJ-• 58n Diego, CA 92121-300:? \ 9266 Towne Centre Drive. Suite 340 IIIQ.650.1676 • F"~ 660.1680 -~----------,--------,---------------------, APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF' PLANTING AIREAS. II AS Bu IL T II ------------ DATE 11,':PE::TC:F/ )ATE ,-----,---,------------------''----,-----,---,r---.----,-·--..1,..;.~,,.;c=--:;;_=..:~..:=--:..:-..: ___ :..:..,,-;_-::,----:-----:---:--::a--::-~::-::-;;_:;;:;:::;;:=,------, I----+---+-----------~-~~------·"•'''.,, ..... ,_ ... , .. ,.. . ·····,-· -·-···· , __ ,,____ -· ---·--·---i---···· ----·--·-··-·-·----- 1 9 114',l;T I CITY OF C1~RLSBAD ~ I----+---+--------------------·-··--·'·'··~--·--·--···'···-···' J -··-----••J,' .. , "'""··---r--·-·-·-----l"Lt•NNlflG D[P,~RTIA['H ~ 1----+-··--+-------,---·--'"·"•-•'-•-·---,.,.,.,,_,, .. , .... -----------------1 ·--+----+----+---, ~=::;:;;;::'.;:;:;::::;==;:::;::;::::::;::::::;::;:;;;::;;:;::;:;;;;::::;::;:;~====---===== .ANCSCAPE :MPROYEMENT PLANS FOR: FOUR SEASONS RESORT I----+---+-------------~·~--~~-~~ ,~--·-·-·-·······,·~-···-··-........... ,, _______ ----·-------··----,--·----AT AVIARA SPORTS CLUB-UNIT 1 ~~~--=--=·=·:~=-=·=·=~·-=-:=··'=·'=·=-=··=-=·~==~==~==~==~==~==~==~==~==~=~~--=-=·-=----··_--,-=--=-=-·:l~==~==~=::-__ =_-_-__ =~~~r·=--=-=_-_-,.=_:_=_-_-_=,.=_~_~1A~b--~=:::~:~::✓::~1~r~=,-1,d,1~,N~--:~,c~D~IR~E~C~T~C~R~----'~¥ DRAWING NO. 351-BL DATE INITIAL ENClNEE R 0~ ~'ORK REVIS[ON DESCRIPTION Oi::1TE lhiJT Ji:'.,L DATE it'<lT :,~1 __ OThER APPl~OVAL Cl···y 1'.:iPPH[hlAL DW,', BY: CHKO 13Y: __ _ l<V-NC 8'7' Pl,OJEC 1 '10. CT 95-02 "' 0 0 <T ,;t, 0 z ~ u -~ cu o E ~ □ CL z <{ "' z;; ~-------------------------------,-------------------------·--------------------------------------------------------------~:------------------------------------------------------------------~o~ Dote Plotted' .-------------------------------------,---------------------------------------------·---------------------------------------------------------------_~3~-=F=O=R~IN=F=O=R~M~A~T:l=O~N~O~N~L~Y~.-=S~U:B~M:l:T--:T=W~O:--:C:O=P~IE:S~O:F:--M=A~N~U~F~A~C:T::J~R:E:':S-------7 PLASTICIZING AGENTS MAY BE ADDED IN MANUFACTURING PROCESS NOT TO EXCEED 12" OF THE TOTAL VOLUME. . 5 CONTINUOUSLY SEAL JOINED PIECES BY CONTINUOUS WELDS. . 6 GRIND EXPOSED JOINTS FLUSH AND SMOOTH WITH ADJACENT FINISH SURFACE. MAKE EXPOSED JOINTS BUTT TIGHT, FLUSH, AND HAIRLINE. EASE EXPOSED EDGES TO SMALL UNIFORM RADIUS. . 7 ACCURATELY FORM COMPONENTS TO SUIT STAIRS AND LANDINGS, TO EACH OTHER AND TO BUILDING STRUCTURE. • 8 GALVANIZE EXTERIOR RAILINGS AND COMPONENTS AFTER FABRICATION. SHOP PRIME INTERIOR RAILINGS AND COMPONENTS. PART 3 EXECUTION 3.1 EXAMINATION .1 VERIFY THAT FIELD CONDITIONS ARE ACCEPTABLE AND ARE READY TO RECEIVE WORK. . 2 BEGINNING OF INSTALLATION MEANS ERECTOR ACCEPTS EXISTING CONDITIONS. 3.2 PREPARATION .1 CLEAN AND STRIP PRIMED STEEL ITEMS TO BARE METAL WHERE SITE WELDING IS REQUIRED. .2 SUPPLY ITEMS REQUIRED TO BE CAST INTO CONCRETE AND OR EMBEDDED IN MASONRY PLACED IN PARTITIONS WITH SETTING TEMPLATES. 3.3 INSTALLATION 3.4 . 1 • 2 .3 . 4 .5 .6 INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. INSTALL COMPONENTS PLUMB AND LEVEL, ACCURATELY FITTED, FREE FROM DISTORTION OR DEFECTS. PROVIDE ANCHORS, PLATES ANO ANGLES REQUIRED FOR CONNECTING RAILINGS TO STRUCTURE. ANCHOR RAILING TO STRUCTURE. FIELD WELD ANCHORS AS INDICATED ON SHOP DRAWINGS APPLY (1) COAT OF ZINC CHROMATE PRIMER TO ALL NEW WELDED AREAS AND TO ANY SCRATCHES TO WROUGHT IRON AS A RESULT OF TRANSPORTATION TO SITE. APPLY (2) COATS OF FINISH COLOR TO ALL NEW WELDED AREAS AND TO ANY SCRATCHES TO WROUGHT IRON AS A RESULT OF TRANSPORTATION TO SITE. . 7 CONCEAL BOLTS AND SCREWS WHENEVER POSSIBLE. WHERE NOT CONCEALED, USE FLUSH COUNTERSUNK FASTENINGS. ERECTION TOLERANCES . 1 MAXIMUM VARIATION FROM PLUMB: 1/4 INCH PER STORY, NON- CUMULATIVE. . 2 MAXIMUM OFFSET FROM TRUE ALIGNMENT: 1/4 INCH. SECTIQ.l':L 9§1.0,Q ROUGH CARPENTRY PART 1 GENERAL 1. 1 GENERAL CONDITIONS THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARE A PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK AND APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1.2 SUMMARY: THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1.3 PRESERVATIVE TREATMENT OF WOOD MEMBERS WHERE INDICATED IS REQUIRED 1.4 REFERENCE STANDARDS 1. 5 1. 6 1. 7 APPLICABLE DOCUMENTS. THE SPECIFICATIONS AND STANDARDS OF THE ISSUES LISTED IN THIS SECTION (INCLUDING THE AMENDMENTS, ADDENDA, AND ERRATA DESIGNATED), BUT REFERRED TO HEREINAFTER BY BASIC DESIGNATION ONLY, FORM A PART OF THIS SPECIFICATION TO THE EXTENT REQUIRED BY THE REFERENCES THERETO. . 1 .2 GENERAL -UNIFORM BUILDING CODE. 1991 EDITION (UBC). MATERIALS: A. B. C. D. E. F. G. WEST COATS LUMBER INSPECTION BUREAU "STANDARD GRADING AND DRESSING RULES, NO. 16" (WCLILB) AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ""STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER" (AITC 117-79). AMERICAN INSTITUTE OF TIMBER CONSTRUCTION "INSPECTION MANUAL" (AITC 200). AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM). AMERICAN WOOD PRESERVERS ASSOCIATION ST ANDARD C2 (AWPA). AMERICAN WOOD PRESERVERS BUREAU STA NDARD LP.4 (AWPA). AMERICAN NATIONAL STANDARD INSTITUTE (ANSI ). QUALITY ASSURANCE . 1 GENERAL • EACH PIECE OF LUMBleR $HALL BEAR THE GRADE MARK OF A RECOGNIZED GRADING AGENCY. . 2 SUPERVISION -THE WORK SHALL BE DONE UNDER THE DIRECTION OF AN EXPERIENCED CARPENTER FOREMAN. THE FOREMAN SHALL CAREFULLY PLAN THE WORK, COORDINATE THE WORK OF THIS SECTION WITH THE WORK BY OTHERS, AND SHALL BE RESPONSIBLE FOR MAINTAINING THE STRUCTURAL INTEGRITY DURING CONSTRUCTION BY PROVIDING TEMPORARY BRACING AS REQUIRED. . 3 PROTECTION DURING CONSTRUCTION PROVIDE TEMPORARY PANELS , WHEN REQUIRED FOR PROTECTION FROM WEATHER AND VANDALISM OR TO ALLOW USE OF SPACES FOR WORK UNDER OTHER SECTIONS. SUBMITTAL$ SHOP DRAWINGS -SUBMIT COMPLETE SHOP DRAWINGS FOR BEAMS. DRAWINGS SHALL SHOW LENGTHS, ANO CUTS, ETC .. CERTIFICATES BEFORE DELIVERY OF MATERIALS, A CERTIFICATE OF COMPLIANCE FOR THE PRESERVATION AND PRESERVATIVE TREATMENT OF BEAMS SHALL BE SUBMITTED TO THE ENGINEER. 1. 8 METHOD OF TREATMENT ALL LUMBER SHALL BE PRESSURE TREATED WITH CCA OR ACA PRESERVATIVES. EQUAL TO A MINIMUM RETl'cNTION OF .5 CUBIC FOOT FOR 2" X 4" X 6" AND 0.60 POUNDS PER CUBIC FOOT FOR 6" X 10" BEAMS. OR TO REFUSAL IN ACCORDANCE WITH THE AWPA C-2 STORE, HANDLE AND FIELD TREAT IN ACCORDANCE WITH AWPA M-4. 1. 9 DELIVERY AND STORAGE'S PROTECTION -STORE LUMBER BEAMS OFF GROUND IN A MANNER TO INSURE PROPER VENTILATION AND PROTECTION FROM WEATHER, DECAY, AND INSECTS. STORE UNDER COVER AS REQUIRED TO AVOID MOISTURE. P_A_RJ 2_ . PROJJUC.I.$ 2 .1 MATERIALS ' 1 .2 • 3 FRAMING LUMBER -FALL FRAMING LUMBER SHALL BE DOUGLAS (COAST REGION), STANDARD SIZE S4S, FREE OF HEART CENTER, DRIED TO 15 PERCENT MOISTURE CONTENT AT TIME CONSTRUCTION AND SHALL BE WCLIB GRADED NO. 1. FIR AIR OF NAILS -COMMON WIRE NAILS, HOT-DIPPED GALVANIZED WHERE EXPOSED TO WEATHER. BOLTS -ASTM A307, GALVANIZED FOR ALL EXTERIOR ITEMS AND WHERE EMBEDDED IN CONCRETE. PROVIDE MALLEABLE IRON OR HEAVY STEEL PLATE WASHERS AS REQUIRED WHERE HEAD OR NUT BEARS ON WOOD. BOLTS SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123 AFTER FABRICATION. PART 3 EXECUTION 3. 1 STORAGE OF MATERIALS LUMBER AND TIMBER ON THE SITE OF THE WORK SHALL BE STORED IN PILES. TREATED TIMBER SHALL BE CLOSE-STACKED AND PILED TO PREVENT WARPING. THE GROUND UNDERNEATH AND IN THE VICINITY OF ALL MATERIAL PILES SHALL BE CLEARED OF ALL WEEDS AND RUBBISH. 3.2 WORKMANSHIP SHALL BE FIRST CLASS THROUGHOUT. NONE BUT COMP!oTENT CARPENTERS SHALL BE EMPLOYED AND ALL FRAMING SHALL BE RUE AND EXACT. UNLESS OTHERWISE SPECIFIED, NAILS AND SPIKES SHALL BE DRIVEN WITH JUST SUFFICIENT FORCE TO SET THE HEADS FLUSH WITH THE SURFACE OF THE WOOD. DEEP HAMMER MARKS IN WOOD SURFACES SHALL BE CONSIDERED EVIDENCE OF POOR WORKMANSHIP AND SUFFICIENT CAUSE FOR REMOVAL OF THE WORKMAN CAUSING THEM. 3. 3 TREATED TIMBER $HALL BE CAREFULLY HANDLED WITHOUT SUDDEN DROPPING, BREAKING OF THE OUTER FIBERS, BRUISING OR PENETRATING THE SURFACE WITH TOOLS. IT SHALL BE HANDLED WITH ROPE SLING. CANT HOOD, PIKES OR HOOKS SHALL NOT BE USED. ALL CUTS SHALL BE TREATED IN ACCORDANCE WITH AWPA M4. 3. 4 BOLT HOLES IN BEAMS $HALL BE DRILLED 1/16 INCH OVERSIZE. 3, 5 NAIL HOLES IN DECKING SHALL BE PRE-DRILLED . 3. 6 BOLTS AND WASHERS A WASHER OF THE SIZE AND TYPE SPECIFIED SHALL BE USED UNDER ALL BOLT HEADS AND NUTS WHICH WOULD OTHERWISE COME IN CONTACT WITH WOOD. THE NUTS OF ALL BOLTS SHALL BE EFFECTIVELY LOCKED AFTER THEY HAVE BEEN FINALLY TIGHTENED. COUNTERSINKING SHALL BE DONE WHENEVER SMOOTH FACES ARE REQUIRED. HORIZONTAL RECESSES FORMED BY COUNTERSINKING SHALL BE PAINTED WITH HOT CREOSOTE OIL AND AFTER THE BOLTS ARE SCREWED IN PLACE, SHALL BE FILLED ' WITH HOT PITCH. 3. 7 STRINGERS STRINGERS SHALL BE SIZED AT BEARINGS AND SHALL BE PLACED IN POSITION SO THAT KNOTS NEAR EDGES WILL BE IN THE TOP PORTION OF THE STRINGERS OUTSIDE STRINGERS WILL HAVE BUTT JOINTS WITH THE ENDS CUT SQUARE, INTERIOR STRINGERS SHALL BE LAPPED TO EXTEND PAST THE CENTER LINE OF THE CAP AT EACH END. 3.8 BLOCKING BLOCKING AND MISCELLANEOUS FRAMING TIMBERS SHALL BE OF THE SIXES AND AT THE LOCATIONS INDICATED. ALL SHALL BE ACCURAT!oLY CUT AND CAREFULLY FRAMED AND ASSEMBLED, AND SHALL BE SECURELY FASTENED AT ALL CONNECTIONS AND BEARINGS, ALL AS IS NECESSARY IN PROVIDING RIGID CONSTRUCTION, AND TO SUIT THE VARIOUS CONDITIONS. SECTION QRQ,Q LATH AND PLASTER (STUCCO) PART 1 GENEBAL 1 .1 CODES AND REFERENCE STANDARDS: IN ADDITION TO COMPLYING WITH ALL PERTINENT CODES AND REGULATIONS, COMPLY WITH THE MATERIALS HANDLING AND WORKMANSHIP PROVISIONS OF CALIFORNIA LATHING ANO PLASTERING CONTRACTOR'S ASSOCIATION (CLPA). 1.2 SAMPLES: PREPARE TWO 24-INCH SQUARE SAMPLES OF EACH FINISH FOR APPROVAL BEFORE STARTING ANY WORK OF THIS SECTION. COMPLETED PLASTER WORK SHALL MATCH THE APPROPRIATE APPROVED SAMPLES IN EVERY RESPECT. f'AR.T 2 PRODUCTS 2. 1 METAL PLASTERING ACCESSORIES: 2.2 2.3 ALL SCREEcDS AND OTHER METAL ACCESSORIES SHALL BE STANDARD SHAPES FOR THEIR INTENDED USE ANO SHALL BE FABRICATED FROM 26 GAUGE OR HEAVIER HOT-DIPPED ZINC GALVANIZED STEEL, PRIME- COATED. AND COATED WITH A PROTECTIVE MATERIAL TO PERMIT REMOVAL OF OVERSPRAY AT COMPLETION OF PLASTERING. LATHING MATERIALS AND ACCESSORIES: . 1 WEATHER RESISTANT PAPERBACKING: CONFORMING TO F.S. uu-B- 790A, TYPE I, GRADE B . 2 METAL LATH: FLAT DIAMOND MESH OR 3/8-INCH TYPE; WITH GALVANIZED COATING: OF WEIGHT TO SUIT APPLICATION. . 3 GA~V.ANIZED PAPERBACK WELDED WIRE LATH: K-LATH CORP., OR EQUAL. .4 .5 !NSID~. AN.D OUTSID_Ea_ CORNER Mffili: MINIMUM 26-GAUGE STEEL WITH GALVANIZED FLANGES OR CLIPS SHAPED SO AS TO PERMIT COMPLETE EMBEDDING IN PLASTER; MINIMUM 2 INCH X 2 INCH SIZE. ANCH08,A!l.E.S.: TIE WIRE, NAILS, SCREWS ANO OTHER APPROVED METAL SUPPORTS, OR TYPE AND SIZE TO SUIT APPLICATION AND TO RIGIDLY SECURE LATHING MATERIALS IN PLACE; GALVANIZED COATED. PLASTER: . 1 . 2 CEMENT FOR PLASTER SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C150. TYPE II. GUN PLASTIC PORTLAND CEMENT MACHINE APPLICATION OF BASECOATS SHALL CONFORM TO ASTM C-78A, TYPE I OR II. .3 SAND USED FOR PLASTER SHALL BE CLEAN AND WELL GRADED FROM COARSE TO FINE, AND SHALL CONFORM TO ASTM C 144 . .4 WATER USED FOR PLASTER SHALL BE CLEAN AND FREE FROM DELETERIOUS AMOUNTS OF ACID, ALKALI, AND ORGANIC MATERIALS . 2. 4 COLORED STUCCO FINISH COAT: FACTORY MIXED AND COMPLYING WITH THE GENERAL REQUIREMENTS OF THE "SPECIFICATIONS AND STANDARDS OF MANUFACTURED STUCCO FINISHES" PREPARED BY THE STUCCO MANUFACTURER'S ASSOCIATION. PART 3 EXECUTION 3 .1 FURRING AND LATH INSTALLATION: . 1 ERECT METAL FURRING AND LATH AS REQUIRED FOR CEMENT PLASTER IN ACCORDANCE WITH CLPA . . 2 INSTALL MEMBERS TRUE TO LINES AND LEVELS AND TO PROVIDE SURFACE FLATNESS WITH MAXIMUM VARIATION OF 1/8-INCH IN 10 FEET IN ANY DIRECTION. 3.2 PLASTERING: .1 CONCRETE OR CONCRETE BLOCK: .2 BROWN COAT: SCRATCH AND BROWN TO TOTAL 1/2"" THICKNESS. BROWN COAT SHALL BE BROUGHT TO A TRUE EVEN SURFACE BY RODDING AND FLOATING, AND LEFT ROUGH, READY TO RECEIVE FINISH COAT. METAL LATH: SCRATCH COAT~ COMPLETELY COVER MESH LATH IN ONE HEAVY COAT APPROXIMATELY 1/2" THICK. BROWN COAT~ SCRATCH AND BROWN TO TOTAL 7/8" THICKNESS. BROWN COAT SHALL BE BROUGHT TO A TRUE EVEN SURFACE BY RODDING AND FLOATING, AND LEFT ROUGH, READY TO RECEIVE FINISH COAT . 3. 3 FINISH COAT: SEE PLAN FOR FINISHES 3.4 TOLERANCES: 3.5 FINISH ALL PLASTER TRUE ANO EVEN WITHIN A TOLERANCE OF ONE IN 500, LEAVING THE FINISHED SURFACE FREE FROM TOOL MARKS AND ALL OTHER BLEMISHES. CLEANING AND PROTECTION: 1111 ADDITION TO ALL OTHER PROTECTION, PROTECT ALL ADJACENT FINISHF:'D SURFACES FROM THE ACCIDENTAL APPLICATION OF PLASTER. ~TION Qi~ PAINTll'Ha PART 1 GENERAL 1. 1 GEN!:RAL CONDITIONS THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARE A PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK AND APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1 . 2 SUMMARY: THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN_ 1. 3 DEFINITIONS: THE TERM "PAINT", AS USED HEREIN, MEANS ALL COATING SYSTEMS MATERIALS INCLUDING PRIMERS, EMULSIONS, EPOXY. ENAMELS. SEALERS, FILLERS ANO OTHER APPLIED MATERIALS WHETHER USED AS PRIME, INTERMEDIATE, OR FINISH COATS. 1 _ 4 QUALITY ASSURANCE 1. 5 .1 PAINT COORDINATION: A. REVIEW OTHER SECTIONS OF THESE SPECIFICATIONS AS REQUIRED, VERIFYING THE PRIME COATS TO BE USED AND ASSURING COMPATIBILITY OF THE TOTAL COATING SYSTEM FOR THE VARIOUS SUBSTRATE. B. FURNISH INFORMATION ON THE CHARACTERISTICS OF THE SPECIFIC FINISH MATERIALS TO ENSURE THAT PRIME COATS USED ARE COMPATIBLE. C. PROVIDE BARRIER COATS OVER NON-COMPATIBLE PRIMERS, OR REMOVE THE PRIMER AND RE-PRIME AS REQUIRED. D. NOTIFY THE ENGINEER IN WRITING OF ANTICIPATED PROBLEMS IN USING THE SPECIFIED COATING SYSTEMS OVER PRIME COATING SUPPLIED UNDER OTHER SECTIONS. SUBMITTAL$ . 1 COMPLETE MATERIALS LIST OF ALL ITEMS PROPOSED TO BE FURNISHED AND INSTALLED UNDER THIS SECTION . 2 MANUFACTURER'S SPECIFICATIONS ANO OTHER DATA REQUIRED TO DEMONSTRATE COMPLIANCE WITH THE SPECIFIED REQUIREMENTS. 1. 6 1. 7 1. 8 1. 9 SPECIFICATIONS AND APPLICATION INSTRUCTIONS FOR :ACH MATERIAL . SAMPLES SUBMIT FOR ENGINEERS REVIEW. PRODUCT HANDLING -1 DELIVER ALL MATERIALS TO THE JOB SITE IN UNOPENED, ORIGINAL CONTAINERS BEARING THE MANUFACTURE"$ NAME AND LABEL. . 2 PROVIDE PROPER STORAGE TO PREVENT DAMAGE TO, AND DETERIORATION OF, PAINT MATERIALS. .3 .4 USE ALL MEANS NECESSARY TO PROTECT THE MATERIALS OF THIS SECTION BEFORE, DURING AND AFTER INSTALLATION AND TO PROTECT THE WORK AND MATERIALS OF ALL OTHER TRADES. IN THE EVENT OF DAMAGE, IMMEDIATELY MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY TO THE APPROVAL OF THE ENGINEER AND AT NO ADDITIONAL COST TO THE OWNER. JOB CONDITIONS . 1 . 2 DO NO APPLY SOLVENT THINNED PAINTS WHEN TEMPERATURES OF SURFACE TO BE PAINTED AND THE SURROUNDING AIR TEMPERATURE ARE BELOW 45 DEGREES F., UNLESS OTHERWISE PERMITTED BY THE MANUFACTURER"S PAINTING INSTRUCTIONS. DO NOT PAINT IN RAIN, FOG, OR MIST; OR WHEN THE RELATIVE HUMIDITY EXCEEDS 85%; OR TO DAMP OR WEST SURFACES REGULATORY REQUIREMENTS ALL MATERIAL AND APPLICATION OF MATERIAL SHALL COMPLY WITH THE PROVISIONS IN ALL AIR POLLUTION CONTROL REGULATIONS. PART 2 PRODUCTS 2. 1 MATERIALS . 1 .3 4 .5 DESIGN IS BASED ON USE OF PAINT PRODUCTS MANUFACTURED BY SINCLAIR OR EQUAL. COLORS AO INDICATED ON DRAWINGS. UNDERCOATS AND THINNERS • PROVIDE UNDERCOAT PAINT PRODUCED BY THE $AME MANUFACTURER AS THE FINISH COAT. USI:: ONLY THE THINNERS RECOMMl:'NDED BY THE PAINT MANUFACTURE, AND USE ONLY THE RECOMMEND LIMITS. IN~'OFAR AS PRACTICABLE, USE UNDERCOAT, FINISH COAT, AND TH NNER MATERIALS AS PART OF A UNIFIED SYSTEM OF PAINT FINISH. THINNER -AS RECOMMENDED BY EACH MANUFACTURER FOR HIS RESPECTIVE PRODUCT. STANDARDS -PROVIDE PAINT MATERIALS WHICH MEET OR EXCEED THE STANDARDS LISTED FOR EACH APPLICATION. 2.2 APPLICATION EQUIPMENT .1 GENERAL -FOR APPLICATION OF THE APPROVED PAINT, USE ONLY SUCH EQUIPMENT AS IS RECOMMENDED FOR APPLICATION OF THE PARTICULAR PAINT BY THE MANUFACTURE OF THE PARTICULAR PAINT. . 2 COMPATIBILITY -PRIOR TO ACTUAL USE OF THE APPLICATION EQUIPMENT, USE ALL MEANS NECESSARY TO VERIFY THAT THE PROPOSED EQUIPMENT IS ACTUALLY COMPATIBLE WITH THE MATERIALS TO BE APPLIED AND THAT THE INTEGRITY OF THE FINISH WILL NOT BE JEOPARDIZED BY USE OF THE PROPOSED APPLICATION EQUIPMENT. 2.3 OTHER MATERIALS ALL OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION OF THE WORK OF THIS SECTION, SHALL BE NEW FIRST QUALITY OF THEIR RESPECTIVE KINDS, CONFORMING TO THE STANDARDS OF THE INDUSTRY. PART 3 EXECUTION 3. 1 SURFACE CONDITIONS 3.2 .1 INSPECTION • PRIOR TO INSTALLATION OF THE WORK OF THIS SECTION, CAREFULLY INSPECT THE INSTALLED WORK OF ALL OTHER TRADES AND VERIFY THAT ALL SUCH WORK IS COMPLETE TO THE PAINT WHfRE THIS INSTALLATION MAY PROPERLY COMMENCE. VERIFY THAT PA!NTING MAY BE COMPLETED IN STRICT ACCORDANCE WITH THE MANUFACTURE"S WRITTEN RECOMMENDATION. .2 DO NOT PROCEED IN AREAS OF DISCREPANCY UNTIL ALL DISCREPANCIES HAVE BEEN FULLY RESOLVED. MATERIALS PREPARATION -1 .2 . 3 MIX AND PREPARE PAINTING MATERIAL$ IN STRICT ACCORDANCE WITH THE MANUFACTURER"S WRITTEN RECOMMENDATIONS. STORE MATERIALS NOT IN ACTUAL USE IN TIGHTLY COVERED CONTAINERS. MAINTAIN CONTAINERS USED IN STORAGE, MIXING, AND APPLICATION OF PAINT IN A CLEAN CONDITION, FREE FROM FOREIGN MATERIALS AND RESIDUE. ·-·-r Leodscape Architecture • Planning La Jolla Cent re 11 APPROVED FOR PLANTING AND IRRIGATION ONLY IN CL U DING PRECISE LOCATION OF' PLANTING AREAS. 9266 Towne Centre Drlv~. Sui le 340 San Diego, CA 92121-3002 619.660.1676 • .... ,, 660,1680 " AS BU IL T " ------------- i<Ci'. --··-··----EXP ____ _ DATE ---------------------------·-·- DA TE CITY ClF CARLSBAD i0 0 ANNING DE"'ARTMEI\T LANDSCA~: IMPRGV[MENT l'U>NS F:JR, ~"'OUR SEASONS RESORT l----+-----•-•4---------------------j,---t---t---r-------i AT AVIARA SPORTS CLUB-UNIT 1 - DATE INITIAL I;«'.;INETR Df \iCRK REVIS[ON DESCRIPTION L------------------------------·------------------------------·---···--·-····--------------------------------------------------------~-------~------------~-----·---------------Date Plotted' -'-' "' ' •-.(, 0 I' ..... : Q_ .'.; ., 3.3 SURFACE PREPARATION .1 PERFORM ALL PREPARATION AND CLEANING PROCEDURES IN .2 .4 .5 STRICT ACCORDANCE WITH THE MANUFACTURER'S WRITTEN RECOMMENDATIONS. PROVIDE SURFACE APPLIED PROTECTION TO ITEMS NOT SCHEDULED TO RECEIVE PAINT FINISH PRIOR TO SURFACE PREPARATION AND PAINTING OPERATIONS. CLEAN EACH SURFACE TO 8E PAINTED PRIOR TO APPLYING PAINT OR SURFACE TREATMENT. REMOVE OIL AND GREASE WITH CLEAN CLOTHS AND CLEANING SOLVENTS OF LOW TOXICITY AND A FLASH POINT IN EXCESS OF 100 DEGREES F., (38 DEGREES C.) PRIOR TO START OF MECHANICAL CLEANING. . SCHEDULE THE CLEANING AND PAINTING SO THAT DUST AND OTHER CONTAMINANTS FROM THE CLEANING PROCESS WILL NOT FALL ON WEST, NEWLY PAINTED SURFACES. 3.4 PAINT APPLICATION .1 BRUSH APPLICATION . . 2 SPRAY APPLICATION • WHEREVER SPRAY APPLICATION IS USED. APPLY EACH COAT TO PROVIDE THE EQUIVALENT HIDING OF BRUSH APPLIED COATS. DO NOT DOUBLE BACK WITH SPRAY EQUIPMENT FOR THE PURPOSE OF BUILDING UP FILM THICKNESS OF TWO COATS IN ONE PASS . . 3 DRYING • ALLOW SUFFICIENT DRYING TIME BETWEEN COATS. MODIFY THE PERIOD AS RECOMMENDED BY THE MATERIAL MANUFACTURE TO SUIT ADVERSE WEATHER CONDITIONS . . 4 COMPLETED WORK SHALL MATCH THE APPROVED SAMPLES OF COLOR, TEXTURE AND COVERAGE. REMOVE;, REFINISH. OR REPAIR ALL WORK NOT IN COMPLIANCE WITH SPECIFIED REQUIREMENTS. I I \ r ' L----------------------------------------·------------------------------·---------------------------Date Plotted, -I\ L11nd5C8pe Architecture • Pl8nnlng • ., \ La J'olla Centre ll 921>6 To•ne Centre Drl ve, Su I te 340 .. , \ So.n Diego. CA 92121 ·3002 619.660.!6?6 • r .. x f>f>0.1660 ------ ~ ''AS BUil T II l/4tOTQJ,; 1.,, ." APPROVED FOR PLANTING ~ I. t' ~-' AND IRRIGATION ONLY C::;-. ~-----·-· ·-°' INCLUDING PRECISE DAH ' ,:c: EXF' \ ii ,~4(-.( .. ~.;i_/ : 'I) LOCATION OF -J/ ~~ IJ F,[Vl['NU) c:Y, o-<'/, 1~· PLANTING AREAS. ~F C•~ 11 " ---~ ~-----~~· 11·6PE:CTCf\ DATE ~~· -CARLSBAD ~ ----·---·-·---·--·· ·-· ·-----·-·-!-··""" """' ---. "" -·--·-CITY OF I ·-·---·-·------· .. , ........ ,., .. ... r=-•-· ..... -....... --·-·-·-1°Li"H'lltJG DE"AR,.MENT '1 ----· ·-·--------···-·~·~-·,-=. --~--,, ....... ~,.~ ...... , ···-···--···· -----·--·-· ---------------------------------UH,DSCAPF lf1f'R:VEMlcNT PLANS FOR: '"~--_,,_, ___ , ... ... . -·-·-·--···-··-·-··-··-·--·-·-- ·-··-·--·-·-·-----·--··· -•--~•~ ~ •---FOUR SEASONS RESORT .. --·-····-· .. •-------•<• ' ----. ---------AT A VI ARA ·---···-------···"·····-~----·-·-·-·-~-SPORTS CLUB-UNIT l !---•-•,~~ .. -·-------·--·-·---......... ··---~ I ·--~------·-----·------ ,;PPRO'/E[I --V ·-· -·-··-·--·-· ---,, .. ,., .. ,, .. , "···-·-···---~-~----·--·----t~?-tz -·--·------- DATE A'3S!STAI,.!_ l::!4"NING DIRECTOR -----~•-•=•~-1-..~.--,--~--,I.,--~ ---·--... ,_.,_ -·-· ·----·-·····-·-,•,-·•-···-•-• ••••'•••"' M•-~-----~-~ DwN BY: ci PROJECT NC. ORA\,'ll\G NO. -------·~·-·----·------,·-J/i!E !NIT l,~L De, TE: !NI I lt1L !)/~ E j t, J T. i;L_ CHKD llY: CT 95-02 351-BL FIEVISION OE SCRIPT ION __ ,,,_,,., ........ , .. ~ ·-·---·-·-· ·-·-"' '" --·-·- [NGINE:E.R [If WORK 0··1-1ER APFRO'/ AL .:: I I' ! 1'.1F·f•:~Dvt1L f1'. I/ v'i D By: --~•-m,n,R~-- c-- 0 0 ' " 0) 0 z -'-' "' . •--, : o I n:: _: " <( • z ,: ·------------------------------------------------------------------' 0 ,. .,,,.,.,.---------- / \ \ / / / / . ,/(_ / : i : ' : ·, i ' ; i '. ' . SEE PETAL "N'.~,. +·· ii FO l'>Ot' EIQ' -RV-I 'UN ' 7---1---CR $SIN • . , , . . .c,,__~~-____ L ----- ~ 1Mt'•POTABLEWATER METER BY. OTHERS -SEE'ENGJNEERS PLAN ' FOR LOCATION. \ Ael'ER TO CITY OF CARLSBAD PRAWINri NO. 346-7L FOR EXISTING IRRIGATION ON $LOPE. CONTRACTOR SHALL REPAIR AflfDJOR REPLACE ANY_ EXISTING IAFIIGATION COMPONENTS DAMAGED .DURING PLANTING OPERATIONS. CD1 -1· fi&t ·-. ......:....._~ MATCHLINE . -.SEE• $Ht£I ' fj 20 ..... _~.,..,-~ ... ,. ..,_ .,__ fl \._....,.......----'--- ---z----- 0 10 2'.l 40 \ \ \ l ' I I \ I \ \. I REFER TO LANDSCA-PE -. IMPR(,)VEMENT PLANS ,Fqi,_, __ , .... , FOUR SEASONS RESORTS \ /\T AVIARA EROSf.ON CONTROL] SLOPE REVEGETATIClN . DRAW)t!GS PROJECT NO; CJ 95,Q:i -. • . DRAWING_ NO. 346-_YL, \. TION \ OF: SfRtNKLER, HEADS, V es.' PIPE, NqTl'\S ' ETC ..... . 1 h I . -i . ii i t ....... -zc..-,._..,.. ___ _ \ ' I \ / I \_ I \ \ \ \ \ I I I \ I COB I CD9 . -\' ;;,Jjl .----~,...-· ......... " , .. . \ .. \ (r"'\ \ I I \ \ \ \ \ \ I I \ \ \ \ ' I I ' ---·--·-+-----________ .1 ______ ~-~·~--~ 1---~·-~-----·-·-------· '-·---r----·-· ... ,_, __ i--------·-..... --~--,_ _____ 1-----... i------,!,-,----- ~-·--,I----,-,·---•-- : --·-----OATE I IN!T!OI_ ENGINES:R OF WORK REVISION DESCRIPTION I . . ' ' I ' ' / I SEE DETAIL "S'Y & "I" I ' ' FOR LOCATION OF P.O.C. OF EXISTING WATER AND COMMUNICA'TION CABLE / ----CONNECTldN. I I: I I ............ _ _,...,. ! -- ..... I ( I I Landscape Architecture • Plannl ng La Jolla Centre II 9255 Towne Centre Drive. Suite 340 San Diego, CA 92121-3002 619.550.1575 • Fax 550.1580 II AS BUil T" APPROVED FOR PLANTING AND IRRIGATI-..N ONLY 1 ' -•-n ------·-·-"-- INCLUDING PRECISE RCE EXP . DATE: LOCATION OF PLANTING AREAS. f/[Vl[W[D BY• -- INSf'ECTOR DATE SHEET CITY OF CARLSBAD J sH3~s] ' • 11 PLANNING CEPA"TMENT -LANDSCAPE IMPROVEMENT PLANS f"OR; FOUR SEASONS RESORT AT A VIA RA SPORTS CLUB-UNIT 1 APPROVED z::; <~ {J ,-,;1-92 ASSISTANT PLANfl!NG DIRECTOR DATE OWN BY: PROJECT NC. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: CT 95~02 351-BL OTHER APPROVA" CITY APPROVAL RVWD BY• ------------·---------------------------------------------------------------------~ "' °' 0 "' 0" ' . ... ~ 0, 0 I ' "' 0 --,,. ~ ~ ,J ' \ \ \ ,..., u.J V"l wcJ -,,. L 2· 24-ST-ATIONS AUTO•CON:rROLL.ER, ::::;: V & ''CY"PACiFIC: TECHNICAL SERVICE (PTS # SA,G0·24E) LOCATED INSIDE A STAINLESS STEEL ENCLOSURE· VERIFY EXACT LOCATION WITHOWNER. INPUT REQUIRED '1'15 VAC 60 HZ. ., / a / // / / ;;/f l 11 10 Y17, ~ ~{p ; rl- 1" 8' I ~ '&.l 10 \ I I 1 ·1 • I -~r. J 1'' ' ' • '411 r 1,-----=-~1- '1f"EEDET ~ . Fo1f P6f ca L1NE CROS,SlN . CX2 ~··•·,• th \\ CY19 BJ-f'I 1'/J1?.4 i, : § ::. ' ' z ~,1; :,1,. ·[~ ," 'c;",.I 1 """· '., ' ' // ' I I : ''f ,, .. ",/. • \ 11 :J/fll CX22 1'' JQ!A ?>l,t" \ I %1-" 0 . 2" POT ABLE MAINLINE TO RESTROOM BY OTHERS· SEE ENGINEERS PLAN FOR ExAi;:T LOCATION. CCJNTFIACTOR SHALL PROVIDE AND INSTALL POTABL~ IRRIGATIO~ MAINUNE AFT!=R BACKFLOW PREVENTEH. SEE DETAIL 'W" ·, 11 I I " ' I '?!+" ?q. If t'2.. CONTRACTOR SHALL MAINTAIN A MIN. OF 10 FEET HOAIZ. DISTANCE BETWEEN POT ABLE AND RECLAIMED WATER LINES. (TYP.) 31,/ ' !'J/4 ! I I -., ,, @ ·@ -- {l;)J-f'!'(:),~~~~ '~~ --= =-. ~=~~=~, i=:;:!-,,~~ ·· ..---Sl:E OEf AIL ::rf: . -FOR POTABLE SERVIC~.'LIJ\IE CROSSING. o/ ·--,--~.-= ·-· - ~---~ - I i ' --- I 4-I ' I I / ,_ I I i I I -i ' !'1.1-. ' ' 3 ,, '!l"<tl- '~ { PL'~~~~. = ~~~~~~ ' ~~2~.:=!; __ t,,;-::::::;!:, c.::-::,,.cQ._~:1¥~==~~-~~= ..... Q"&u ' ~; ~: ~----I CY1.4. 'Id ~1.1.-,, . --,--~--~-~-•--'-......,,,.,+---·---t . 3 >----___ =±=--!--------r-·------ I/ 2(p.7 .. Jl lL, . ;;~ ,· ,' ' ' i .· .. ·, ' --.;: , c-vg • ,,, " .CD30 · \.1n 230 I • I J _ _l __ _ ?/4' ;,r CAPPED MAINLINE WITH EXl'RA STATION WIRES FOR : FUTURE IRRIGATION. OPE. N \. STAllONS ,21.0 THRU ;320 LOC~TE IN EMPTY VALVE;_,,-,,,,/ BOX ApJACENT TO VALV~ ' ' I I -__ l ___ ~ MATCHUNE ;t S££ SHEET -~ -~ ..,.._. ...,_, ~ •. 4" MAINLINE ex1 ?if'' 11411 3/fl 10 1r .... CX15 1" Qb.?> 1 '/Q.1 ,;,4u 2"-POTABLE.WATER P.O.C: .SEE DETAIL "W'. r-- • 1); V ( : ;'.'.W ~ I~; :g' t:,:, 1:~ I 1" f';;.,t 11" -~-~·~··~·.I .. I I -·-·-·-·-··~·~(-J ·+--··--! ~-.• --,,-,.,.~"c"------, EE DETAIL" •. OR POTABLE ERVICE · INECROSSIN CLAYTE NIS-f:EIURT WI POTABLE WATER 2" CAP -AINLINE FOR HYO OCOURT·. WATERS TEM, '. CY5 \ 1'' 101? '-'..__ CY6. 1'' 124 CY3 14 Ql'5 -~_--<_, ________ _ , • , ; I ' ' I : · 1 . 1·-1 I : j i 1''1 ; & : , I : ,, e,. I · ~rJ 1t 1. ' \ ' ' ·-l ·I ' \ \ \ \ ·, \\,\'.\\ ' \ \ \ \ \ \ 111 '2.21 ---z ______ _ 20 . 0 1 0 20 40 GRAPHIC 0 SCAL.E IN' FEET \ \ V \ \ \ ' ... , .. ""•· ' '· : --~- ,---,- ;--- r--- <I> ·------;---- -----,----·--, I ( _,_..J "'---,....,...,.....----,---- ---- 11" 11 ' i1.q CO2 D28 ----·-·-· -·---- -----·-·-· --~---- --- ·------ DATE INITIAL i ' -\- ,, •, . _____ _/[, •,v ____ ., --····•--·------i--------~ c ____________ .ce------------->·--~ \ ', \ \ ' ' APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS . 1 s,l~T 1 ·-----,_ ----- MA.T0-1 l.tE SEEm.,ow : i Landscape Architecture • Planning Le Jolla Cenlr'! II 9256 Towne Centre Drive, Su.He 340 San Di.ego. CA 92121-3001i 61.9.550.1575 ••Fax 550.1560 II AS BUil_ T" -~~-~----·--· ------~--·-~-- RCE E X P, _______ DATE REV1,:wEc, BY, 'NSPECTOR DATE ~ CITY OF CARLSBAD Pi.ANNING OEP.1,RTMENT 1 LANDSCAPE IMPROVEM~N-PLANS FCR: ---------FOUR SEASONS RESORT --·-·---~ --AT AVIARA -----SPORTS CLUB-UNIT 1 -----~-----~-APPROVED~_f' ?.r,2J'fz .. -·-+------·-' ·--=-~-~-ASSISTANT PLANNING DIRECTOR DATE DATE INHIAL DATE INITIAL OW"! BY: l'ROJECT NO. )RAW!NG NO. ,.._ a cc 0 O' ' ,, __,. c,i rn o ci d-z "i: -~ " -.~ ii> o E ~ 0 0.. z ~JI' DD<o~t;eF~~o;t~te~d~:9g,;~2331!/9~6;-----------,.--:------------------------------------------------------7""--------=-----------------------------------------------------------------_:_,;.-Jo~ CMWD NO. 91-501, .~;·. REVISION DESCRIPTION CHKD BY, CT 95M02 351M8L ENGINEER OF WOR, OTHER APPROVAL CITY APPROVAL RVWD SY• -. -~~-·-·-···----··--· ··-------~--~------·-··-··-----....... =-...------'-----------~----·-·"--'~---~~---·-···-----.. ,•----~------~·---~~ ' .... ·-,_,,,. ., .... , ._ . -.. -., . . .. .. : \I .... 0, ... ' ,.. .,,,_ N I E,.: ,, ' ' "' ' ·" . . ·,.. ,'. 3:\ ALL IRRIGATIQ)N AND PLANTING WORK WiTHlf1THE UMITS.cQF.THE G~~:=:::::::::::::==:=:::::;::::::::============:::::========:==I=§ · COURSE PROPERTY, SHALL BEltNCLUGED •IN T,l:if SCOPE. o#'.WORK. T ;;:! WORK SflALL 13E PERFORMED BY THE ,GOLF-COURSE Sl,JPEfllNTENDENT. . - (DICK• RUDOLPH AT 431-'0877). · TlclE SU,PERINTENDEN'l"S fEE 'TO COf4PLETE ll THE WORK SHALL BE INCLUDED 'IN THE CONTRACT PRICE:, -w THE WOR~ SHA!.L BE· AS FOLLOWS: ·. . ,. . · '. . '·.. , · · · .·· ~ -' 1: i . MODIFY THE EXiSTIN6 lFIFUGATION·SYSTEMS 1'9 ASSURE THAT THERE -~~~----"'~-~ w '' ,· "· 1s .NO PISTURBANCE TO 'Ao;,JACENT' ](REAS. D(ll'ITNG.·qON'sTROCTION. ( ) Z 2 .. ,· INSTALL THE. NEW IRRIGATION SYSTEM$ AN'O PLAN.'l'lNG. /_......:~--~-~~----' 3., MAINTAIN THE AREA DURING THE SPECIFIED "POST'•.l~STALI-ATION •· . MAINTE'.NANCE Pl;FIIQp, _ , . ·, IJ,I > 0 <II < w w Cl) -. --. ;.u, 2 --' :r 0 ,_ < ::; \, I \ \ \ \ .. R_E_F-ER,.,., _T_o_· _L_A_N_O,..SC_A_P_E_cc.,cc .. •--··""· --,-;f -------- IMPROVEMENT PLANS·FOR: \ FOUR SEASONS RESORTS AT AVIARA EROSION CONTROL/ SI.OPE REVEGETATION DRAWIIIIGS PROJECT NO. CT 95-02 DRAWING NO. 346-?L LOCATION OF· SPRINKLER HEADS, VALVES, PIPE, NOTES , · ETC,- \ I \ \ \ ·~ \ \ CX7 ' ;i:: 0 ..... < \ \ \ \ MATCHLiNE SEE SHEET 7--0 \ \ \ ' \ ,\ \ ! .< '. . ',_'.'.\· I cxs NOTSS: 1 . CONTRACTOR SHALL MODIFY EXISTING GOLF COURSE IRRIGATION SYSTEM TO ASSURE ADEQUATE IRRIGATION FOA NEW PLANTING. 2, CONTflACTOR SHALL COORDINATE IRRIGATION MODTFICATION WITH GOLF COURSE SUPERINTENDENT. -·----~ GOLF COURSE ' ' ' •, ' I ' ' CX6 20 -1" 1-w w I (./) w w (./) w z .....I I I (..) I-' <{ I ::;: ---z---..--- 0 1 0 20 GRAPf-1:C SCAI_E ;N FEET 4 Ci / / / / / ~~-® ~~ ·,, \, • -----~------·, -';:- .--.... 10 / ,(' ·\\ 1c ~ t:i w :I: en w w CJ) w z _____ @ (_ '-----I· --- / APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. I I __...-,-·----------~--~-----.., -·--T_.) _,__ ......... ~-·--- \-• ---+·-·---~- \r··-, ---L \., ___ ., __ Landscape Architecture • Planning La Jolla Centre II ' ' ll21'if> Towne Centre Drive, Suite 340 San Diego, CA ll::?121 ·3002 611l.l'i50.157f> • Fax f/50,lf>BO ''AS BUil T II RCE __ _ [X"----- REVIEWE=, 3y, INSPECTOR JATE I----'---+-----_, --·----·------·--·-·-------·-,-_ .. +-_, __ , --+-----,--·· ·-:::====--+·-_-,.-__ -=._--1 ;,::I '::,:,'l;::::;~;:;E T~l~C::;::I;:;::T;;/~L .;':AN::;'~=1f;::::; :;;:o:::~P::::~;:::R R=™L=E N=~=B=A=D==~s~=iE=~T~,; 1----'----+----···-·--·-----·--·--------+---+--, .. _______ _, L_ANCSCAPE IMPROVEVl[NT f'l_ANS FO~; 1----+----+~---···-----------"·-·--------+---+-----I-·-·-----_, ___ _ FOUR SEASONS RESORT 1---1----+-,·--·--'·---------------l-·----·-AT AVIARA 1----l-----+----·-·--·-·--··'··-,--------+---+---...jl--SPORTS CLUB-UNIT l ,-.. . C c; -~ '? .g ~ . A_P_P_R_□_vE_□---~"'""=---------~'-~ . .--J 1-f J i ~ 1----1------1----,.-----------------+----· .,~_.,_ __ ,__ _ _. ._A;::S~S::::IS~T;:A::::N:::T::'P:::::L:::A::::N:::::N~IN::G:::=D:::IR::E:::C:::TO::;R::::;::=:=:=::;-;::::=:::0::e:::::1T:::E= '~ t , I---I----+----·---······· .. -···---------+---+-~-----·-·--.. _,_ 1---l----+------·---·-------·-··'··------+---+----+----I-- r;, " - DATE INITIAL DATE, INITIAL Cf-lKD BY,---CT 9 ° E # \,~ "\, \ \• .\ ' 1--~DA~T=E-+-I-~I-_I_A_L+-------··----·-·--··--··'------+---+--+---,l-OWN BY: PROJECT NO. I DRAWING NO. .!!1_., \ ENGINEER OF 1/0Rk REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD· BY; -. ' 5-02 351-SL 0:: ~ IJ)(o;-it;ef8;i:1a;-itt,te~di'."1 99;;2~33,;7s9i66-------------------------------------------------------------------------------------------======================:'.::====~=====::==========:::=========:J~~ j CMWD NO. 91-501 / 1 : ............... _,,,_,.,., •.••.•.•.....• , ....... , •. ···-"""""""'s.....". r A ., _...:::~?f ' •: .. ~=~-:'....i! \ \ \ \ \ \ \ \ ' ·. \ .\ \ \ \ \ \ REFER TO LANDSCAPE IMPROVEMENT PLANS FOR: ·' ' ' FOUR SEASON.S RESORTS AT AVIARA EROSION CONTROL( SLOPE REVEGETATION DRAWIN'GS PROJECT NO. CT 95-02 DRAWING NO. 346-7L LOCATION OF SPfllNKLE_R, Hf!:AQS1 VALVES, PIPE, NOTES , ETC. . . ' ! \ \ ' \ MATCHLINE 1" \ \ \ SEE SHEET 14 '?'41' '3./4(1 I 0~1; • ' 1 I 0 (J) ) 1141 cx12 I)_ i'''. ./' \ /' .,,--- \ .,. ICD1I) y/ \,j~---··------- 'l \ \ \ \ \ \ \ \ \ EXISTING VALVES TYP. , SEE DRAWINGS 346-7L \ \ ,, CONNECT .!l_. MAINLINE AND WIRES - TO EXISTING SYSTEM, SEE IMPROVEMENT ' DRAWINGS 346•7L ~fl I >--w w :c Ul w C..J Ul I ?,)1 . CAPPED MAIN Li NE: EXTRA STATION WIRES FOR ~--~r \ \ \ \ \ FUTURE IRRIGATION. OPEN ".'" STATIONS Ci22_THRU Cf1¢ LOCATE IN EMPTY VALVE SOX ADJACl::NT TO VALVE.Nb- \ \ \ \ \_ ----- \ \ \ \ I I I -. \ \ I I \ \ \ I I ---z----- () 10 20 4,J / ./ / 1'"=·="i"'•:-:W-s==,=-:,:·.~:::=,:=;,·-.=,g,=,=•("=:=~;l""''='='==~-~::::c::::~-:r;~-:c,c::=:==,1JC::::::,.,.-•-·~---'-1'.·:::,P::,:·------l!I\ { I/ " : I ';J, ! ---c --~---~----~ ' .. •' --·-· >---l I r-- ,•---) ' I ~-·' ---t -- , /I I / I , .. """ ·-j-··- f---. t-----+------ / ,,.....-----------.. -- \ \ . /' APPROVED ' ! ! FOR PLANTING ! c~) -·· T~·· -----·-·-· -I '--.--' .. ····-·--·--·--·--..... --·-· ··· I I ____ J__ __ _ :0--C-: (18~..,,, f. ·P,.,(;f:S'CL.<--1 ~ ~,.2!_J~~ LandsC6pe Architecture • Planning L" Joli" Centre ll 9255 Towne Centre Drive, Suite 340 S!ln. Diego .. CA 92121-3002 619,550,1575 • Fax 550.1580 "Ac: ~) !3l)ll_ T" ,.---·-·· AND I:RRIGATION ONLY I' -=~o::,;c:i=lit.;;;..l!:=~•a:::e;:o,:.::::$,'.-=,;===~..,;;,,::,.·~i!=-"".'.:=;'~--~ ' INCLUDING PRECISE RCE: E :<1=. Dr\TE -"-~---~ / LOCATION ----~----•----,.. .... ..,__ -·----.... _ OF --------""I·• I liEVltWE:;, W! ' ' PLANTING AREAS. \. : 1· ' ' fJS"ECTJF' DATE -; ----------· -SHEET CITY OF CARLSBAD 1 s;=~1s I •-•-•••••M~.~~---------I --.. ····-~---~ -·-----·-·· ~-------'2.0 PI..ANfll~IG JEPA~-W:NT _____ , ____ , __ ----... ···-··-·-·· ------------- ·-· ,. --·-···-. ---------I_ AND'.:,(:e1F'E: I :vip 'WV E v\E I~ T P _ANci f'CR: ---·~ _._ ...... --------FOUR SEASONS RESORT rs-·-... ·-•----· -·•------------AT AV IARA ·-·····--•--i-----SPO_RTS CLllJB-UNIT I -· ··--····· .. -·.-----,__, APPl,CVLO £~1) h-J..7-'/7 r---~ -.. ASSISTA~IT PLANNING DIHF: TDR DAH:: ,--. -·-·-~-C:WN BY, f'ROJE C ·c NO. DRAW l~G NO. DA--E lN.i:ilAL 01\TE INifIAL. LJATE INITIAL ., ------·-·----~----FlEVIS!ON DESCRIPTION CHKD BY: CT 95-02 351 ~SL HIGINEER OF WORK OTHER APPROVAL Cli Y APPROVAL RVWD BY> -· ·-· ,, 0 c 0 "' ' T.> "" .; "'0 o I z ,S" ~ ~ ~ " -.£, CJ ~ F -0 0. z ~.~ L---'--------------------------,-----------------------------------------------------------------------------------------------------------------------------~-:-------~o~ CMWD NO. 91-501 Dote f'lotted: 9/23/96 .... "-·-----···-·-·······"'""··········-··· __________ , ______ , ___________ , ______ , _________ , ___ , ___ , ______ , _______________________________ , ________________________________________________ , ___ , ___________________________ ..., IRRIGATION LEGEND -RECLAIMED WATER '' I-IAi.F , :: ,:::· ", f\Ji.L at.iii.FIT. STfll~i SVMBOI..\ ·· '"' =::: ',=' '= -: '= :\\i:iUd:ff ::;;h it:::::: ·'oesdiliifffi')YlffilitiiiA.civaii~EilktiMaell.'''• ::::i\t?:tJ%H@Wii~2~~~ttl!ii!t (RAo}it Pitt -hdii> ·•·••XPl'i1ilit ;;C:.;;ri.'i '/('.;pij, drM••• ,,•ycpij!f D<J 'v w RAINBIRD PA·8S SHRUB SPRAY WI HUNTER "HCV" ANTI-DRAIN VALVE 12' 30 12 2.10 2.60 1.30 0.65 'ii RAINBIRD PA 8S STRIP SHRUB SPRAY W/ HUNTEFI "HCV"' ANTI-DRAIN VALVE 4'X26' 30 15SST -1.21 -1 RAINBIRD PA-8S STRIP SHRUB SPRAY W/HUNTER "HCV" ANTI-DRAIN VALV!o 4'X13' 30 15EST -0.61 '-:,(_\J ~ RAINBIRD PA-BS SHRUB SPRAY W/ HUNTER "!<CV" ANT~DRAIN VALVE 15' 30 15 1.87 3.70 1.85 1.58 " • + RAINBIRD PA-8S SHRUB SPRAY W/ HUNTER "HCV" ANTI-DRAIN VALVE r 15 10 2.63 1.16 0.58 0.29 • 0 <b RAINBIRD 1804-SAM LAWN SPRAY 12' 30 12 2.10 2.60 1.30 0.65 ia(<h) RAINBIRD 1806-SAM SHRUB SPRAY 11' 30 12 2.10 1.30 0.65 Q, RAINBIRD 1806 • SAM STRIP SHRUB SPRAY 4'X26' 30 15SST -1.21 ,a RAIN BIRD 1806-SAM STRIP SHAUB SPRAY 4'X13' 30 lSEST -0.61 i<:A(1.JI RAINBIRD 1806 -SAM SHRUB SPRAY 15' 30 15 1.87 1.85 1.58 r-1.il_ AAINBIRO 1806-SAM SHRUB SPRAY 7' 15 10 2.63 0.58 0.29 CST • 0 'til 9 RAINBIRD 1806. SAM STREAM BUBBLER 5' 30 5 . 1.50 1.00 0.50 0.50 • RAINBIRO PA-8S WI 1404 PRESSURE COMPENSATING BUBBLER -30 . . 1.00 i': ",'', '" •·· .' . , ! Sl-!RUB IMPACT ON Rr.3El{{TEMPOi'!AftY) ' .··••···•·• ,,. ,, ''···' . (1)(2)(3) RAINBIRD MAXIBIRD Wi HUNTER "HCV" ANTI-DRAIN VALVE 38'-32' 25 10,8,07 0.45 4.20 2.80 2.20 ' ··• •cc ----=-------:-: .. . .. :: .,,.·.,, .. · .. , ... ' ITT, .... .. '"' •·•·~ .·. · · SHRUB POJ> up .ROT ARV MPCRAR , > ,,. (s) (6) HUNTER PGP--ARV-XX W! FACTORY INSTALLED ANTI-DRAIN VALVE 36'-32' 30 7,4 0_30 2.60 1.20 · ... · .':\·.,.,: .:··,:/,.,. .. ··:· ' .~RUB ROTARY oo RISER ··•· i > .27,, .. ·· ., ' (71( 5)(9) HUNTER MS--ARV-XX Wt FACTORY INSTALLED ANTI-DRAIN VALVE 38'-32' 30 9.7,4 0.30 4.20 2.60 1.2Q SHRUB POP-UP ROTARY , '· ' "";,·~>,/"· >.:-. .:::-:-'' "'' ' ''.' ··;::. .::< ,;. ':··:.·-·,_:: (1o) (,1) (, 2) HUNTER MP ARV XX Wi FACTORY INSTALLED ANTI-DRAIN VALVE 36'-32' 30 9,7,4 0.30 4.20 2-60 1.20 ALL SPRINKLER !-!EADS L!SUD ABOVE SHALLHAVE A ~lllliiFACTUREft'S PIJRPLE CAPORffon:t.E INDICATING RECiJ.IMED WATER ··-,.,:.,:'.'., /)>.•.:·,..:: -""-•,i ' '..,,. ' ' NOTE, ',, ·,-... ·:: Ce) NELSON #7645 QUICK COUPLER -1·• ACME THREAD! -INSTALL WHERE SHOWN (APPROX. 150' O.C.l ""' RAIN BIRO "PESB" REMOTE CONTROL VALVE ~ 24 -STATION CONTROLLERS BY: PACIFlC TECHNICAL SERVICE IPT5-SA-60-24El CONTRACTOR SHALL VERIFY THAT PTS (PACIFIC TECHNICAL SERVICE) HAS PROVIDED THE CURRENT SOFTWARE UPGRADE TO THE CLIENT CONTRACTOR SHALL VERIFY TilA T THE EXISTING CONTROLLERS ARE COMPATIBLE WITH THE PROPOSED NEW CONTROLLERS. [CONTRACTOR SHALL BE RESPONSIBLE FOR IBE CONNECTIONS OF NEW CONTROLLERS WITH EXISTING CONTROLLERS, MASTER VALVES & FLOW SENSORS--VERIFY WITH PACIFIC TECHNICAL SERVICE FOR ASSISTANCE\ (/)Gr. GATE VALVE -NIBCO F-619 FLANGED LINE SIZE GATE VALVE [4" ANO LARGER\ NIBCO T--113 LINE GATE VALVE [3" AND SMALLER\ NOTE; ALL VAi. VE 130:iES IJ$1'E1>'s1-1All HAVe'A.''Ptl~Fiiif on iNolcATINGRit:CUlimiWATER ""'"•'•" ·i,;:·,:"/; : ::,,,:,;,:: .. : • ,,,,w,•,,w,, ·• .;.:;. -::-cc· =·-::::w ., • '•> ,, .. ,,,. .. :'~Xt/)@YhdlHEiG/ :·. <?<t:;s:::;yi " • 'i,<'c,i "'. ::::·::: . .'·::··· ·•'•'• :,•,•·~':': ·• .:-::?>:"··· CLASS 200 PVC LATERAL LINE [MIN. 12" COVER)&:"'~ c:,.-:,p£p f'Uefl,.-1=- --PVC MAINLINE 1M1N. 18" COVER) SCHEDULE 40 PVC FOR 1-1/2" DIAMETER ANO SMALLER AND CLASS 315 FOR 2" DIAMETER AND LARGER to!flR_cor::ED f'I-IRfl-,E FOR 3" -S-1/2" IN DIAMETER PIPE (MIN. 24" COVER\, 6" AND GREATER DIAMETER· 36" COVER PVC SLEEVE 2 nMES DIAMETER Of THE PIPE ENCLOSED (A..oR ('.'.'.O[)l::P SC11EDULE 80 PVC 30" INCH COVER -UNDER VEHICLE PAVING SCHEDULE 40 PVC 18" COVER OTHER THAN UNDER ROADS UNDER VEHICULAR PAVING-48" COVloA FOR 6" D1AMETER ANO GREATER CONTROLLER WIRES LOCATED UNDER STREETS OR OTHER PERMANENT IMPROVEMENT SHALL BE INSTALLED IN SEPARATE SCHEDULE BO PVC SLEEVE --------C---COMMUNICATION CABLE SHALL OCUBLE JACl<ETEO 14-2UF RAINBIRD MAXI CABLE OR EQUAL-INSTALL IN 1-1/4" PVC PIPE INSTALL PULL BOX EVERY 200' WI WIRE SPLICE KIT -SEE SPECIFICATIONS STATION NUMBER VALV!o SIZE. AlJTOMATIC VALVE TECHNICAL SUPPORT SHALL BE OBTAINED THROUGH PACFIC TECHNICAL SERVICE -DARYL GREEN (714) 837-4737,0R PAGER(714) 454-5C09 oe't;t4& A A A A A e B B B B B 0 G C G :, " " \'.· ' .···•: F E H L - I( K.N,O,Q M p IRRIGATION LEGEND -POTABLE WATER ,z_,() HUNTER I·25-ADV,XX 3-1/2" POP-UP Wi FACTORY INSTALLED CHloCK VALVE 4.40 G 11[:·::·::::·\\/·-::-:·: .. ffi!, C.+-IAMl"'IO~ Z<"» :Sl=-1<'11=-S MAl--11.ilL--u:-'l-t 11<v-1-VJ,.1.----\./EO 1 • RAINBIRD 4-4LVC QUICK COUPLER -1" THREAD) F P'I 1" FEBCO 825 Y REDUCED PRESSURE BACl<FLOW PREVENTER W20 p) 1" WILKINS 500 HRYD PRESSURE REGULATOR SPRING RANGE 75-125 PSI s BALL VALVE. KING BROS. LO-TORO MODEL ' CLASS 200 PVC LATERAL LINE IMIN. 12" COVER) N&O -//-PVC MAINLINE IMIN.18'" COVERl SCHEDULE 40 PVC FOR 1-1/2" DIAMETER ANO SMALLER AND CLASS 315 FOR 2" DIAMETER ANO LARGER N&O FOR 3" --5-1/2" IN DIAMETER PIPE IMIN. 24·• COVER), 6" AND GREATER DIAMETER --36" COVER SCHEDULE 40 PVC SLEEVE [ 2 TIMES DIAMETER OF THE PIPE ENCLOSED SCHEDULE 80 PVC (30" COVER'• UNDER VEHICULAR PAVING SCHEDULE 40 PVC /18" COVER\ OTHER THAN UNDER ROAD VALVE SIZE VALVE NUMBER NOTES:. I _ Tl-£.FIE 9-'t4J.. EE NO frT11N'..,S ffi COffITICJiS 10 on-£R FOJTIES 0CTW£EN Tl-£ l.£TER PW 8fJ(N'LO,'t K:SEMBO'. ft 2. ~ Ff€V£NT[R MAY l'CT E£ INS't%.J..E!) N R...QX RIGHT·C'F·WAY. 3 CI.J-Gml,CT 2' H10i FOAINffi WAU. C1-l 3 $JXS CF 8,IIO',R.DN ~ 'M-£N ffill'-iJ_ED CN 41 Cfl (KATER SL.CK. Cf'EN 00 SHALL E£ AT IXMtjl-1...L SID€. C'F SU)'£_ PFO.U 2 1-ffiZCNTAL ClFJ\PJ\KE OC1WEEN W'll1. iJJ-0 BtO<FLOW PR8/ENT£A. 4. 00 l'CT INSTALL IN fJFlfA SU6JECT 1D FU:X:ONG. 3 4 5 l2"MIN. 36'MAX. 2 'MAX. CQNSl.lMERS RES~lfl!LII:r~ TOE£ NSTNilD A...fSl.'A NT TO M..t"-IK:IPCL CCU: a:o< !4_03 00.. 4((1-SEC 5 8 Tl TI.£ 17 Of n-tE CALIFORNIA AWIN1S'TRATTY£ cc«:_ HTTIN CARLSBAD MUNICIPAL WATER DISTRICT 2 INOi AND UNDER SID DWG.. l'O. W'20 BACKFLOW INSTALLATION AUGJ.JST 1993 I M CONTROLLER CHART P,O.C CONTROLLER MODEL NUMBl:R ' ... REMARKS I ' , ,<"• _: ,•,, ... F "CG" EXISTING #SA--60-24/FS-200 C "CD" EXISTING\ #SA-70-32E/CCU/FS-250-SRGP W/2-1/2" FLOW METER AND RAIN SHUT OFF DEVICE "CX"PAOPOSED #SA·60--24E "CYW PROPOSED #SA-60-24E MASTER VALVE SHALL BE CONNECT TO EACH CONTROLLER WA PAIR OF 14 GA. VINYL COATED WIRE (MIN.18" COVER) CONTRACTOR SHALL RUN COMMUNICATION CABLE FROM EACH CONTROLLER BACK TO EXIST'G CONTROLLER "CD" @ EACH P.O.C. C COMMUNICATION CABLE SHALL BE MAXICABLE OR EQUAL -SEE LEGEND APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. Lsnds.:ape Arch;tecture , Planni~:g Le Jolie. Cc-nlre I! 9255 Tow,-,e Centre :)rive. Swi\e 340 Sen Diego, CA fi:2121-3002 619.550.1575 • Fax 550 lc-80 II AS BUil T II --------·-----·------------ R ::; ~ __ ..... ___ E X P --··-·- ,__ __________ ----------·! -------DATE INSP~CTCR -----,---·· ~·-~-~ -·-------------------' ---------.---,--·-----·7---;====:---;::::;:::;::::;;==~::.:;..=--:::;---,--::::-:_=-;;;.=-=-=-~::::=:::;::::=:,-;:;:::::::;::::::;:--;""'( ~--·j_· --J=--··--_-·_--_--_---:_~_----~-··_-·-_-'' -=-~~==----____ , __ .. _::_-~----4=_-_=_-_-_==1~~-_ --+--_-:_----_---~:~:-=----_--.--=. ~ c 1 T ~AN9tc :~P~~~,~J_-__ 8=_A __ 0_J i s~,_7_-5 _1 _ I , •. _____ ________ ----+---·----. ------+---'-----I LANDSCAPE IMPROVEMENT PLANS FOR: _______ ,__---ii ___ ... _ -------------------+----··· __ .... _._,___ _ _,___---' FOUR SEASONS RESORT --------·-""" ------i -------,---.----+-------l-----1------ ,9-----+I----+---.... -----------·------+----+----+------1---··- f-----i-------1-------· .. ----------------+---+----+--------'----' CAT< INITIAL E\ICINEEF! OF WORK REVISION DESCRIPTION OTHH t>PPROVAL C: I'!' Y AF'F'ROVAL AT AVIARA SPORTS CLUB -UNIT 1 APP~CJ~O 7X'vtJ L-:11-fz I ASSISTANT 0 L°ANNl~G O!REC-0'< OP.7 E . OWN BY: 0 ROJECT NO. DR/>\-i!"JC: 'ID, CHKD BY: __ _ RVWD BY: CT 95-02 351-BL ____________ , _____ , _______ , -------·---------------------· ---------· CMWD NO. 91-501 Dote Plotted: EXISTING TEMPORARY P,O.C. "'F .. HYDRAULIC GRADIENT 384 FT. ELEVATION@ P.0 C 104 FT. STATIC PRESSURE 121 PSI DISCHARGE MiN. (.0 DISCHARGE MAX 180 GPM (FUTURE) 2.-L_STATION CONTROLLER "CG( 4" GATE VALVE 3'" WYE STRAINER 3'" MASTER VALVE 2·· FLOW METER SET PRESSURE@ 85 PSI METER· 6" TURBO@ AVIARA PARKWAY ROAD STATION 101+50 \ \ I ~ '===-=-::,.,,_..,::-::-=-------, I 1 EXISTING P.0.C ... c·· HYDRAULIC GRADIENT ELEVATION@ P.O.C. STATIC PRESSU8E D,SCHARGE MIN. (.0 384 FT. 104 FT. 121 PSI DISCHARGE MAX 180 GPM (FUTURE) SEE DRAWINGS 57.. STATiON CONTROLLER ·co· FOR CONTINUATIONS 0 --~ Nf;/fT,'"f_ .... -~·1:;,,iV s NOTE: 4·· GATE VALVE T WYE STRAINcR 3· MASTER VALVE 2-112· FLOW METE~ SET PRESSURE@ 85 PSi METER -6'" TURSO@ AVIARA PARKWAY '10AD S~ ATION 101 +50 CONTRACTOR SHALL COORDINATE THE INSTALLATION OF SLOPE EROSION CONTROL IRRIGATION PLANS WITH CURRENT SPORTS CLUB DRAWINGS. REFER TO LANDSCAPE IMPROVEMENT PLA~S FOR. FOUR SEASONS RESORTS AT A\/IARA EROSION CONTROUSLOPE 9E VEGETATION DRAWINGS ffi.Q.JECT NO. CT 95-02: DRAWING NO. 346-7L DIAGRAMMATIC IRRIGATION P.O.C. FOR SPORTS CLUB -UNIT 1 --ro 1!2l219 i1--·no1J -S"'\""51~M f"'tt'-11::-µ~1 s Co[J~-r-, -_ 2·· P.0.C. POTABLE WATER -' _ ... PRESSURE 109 PSI @ ENTRY DRIVE - AND Kll':IG FISHER ELEVATION ATP 0.C ___ 6=5~FT~. ELEVATION AT ME.rER --~62~FT~. STATIC PRESSURE __ ~1=09~P=SI. ELEVATION AT 2 _" P.0.C. 65 FT. PRESSURE AT 2" P.0.C. 75 PSI. ,o --nei,11-1 I 5 ( k .~.;,; ~VILIOI-.J 1" RE;DUCEDPRESSURE -BACKFLOW PREVENTER ; I. 'V ~-\ I _,r- < r· PR_ESSUF\E REGULATOR WI 'WYE"' STRAINER SET PRESSURE AT~ • • , ,, ' , I, ,. ' IRRIGATION DESIGNED TO 30 GPM ~ " ~ St ---a,:____.~{ R l - ~-~IAGRAMMATIC IRRIGA~ION P.b.C'. w POTABLE WATER FOR -T-- LEGEND --c-COMMUNICATION CABLE DOUBLE JACKETED 14-2UF RAINBIRD MAXICABLE OR EQUAL -INSTALL IN 1-1 /4" PVC PIPE. INSTALL PULL BOX EVERY 200" l'IURIED W/ MIN. 18' COVER. ONE PAIR OF VINYL COATED 14 GAUGE MASTER VALVE WIRES BURIED WI MIN. 18'" COVER. CONTROLLER WI TELEPHONE DROP AND ccu-·c.o· CONTROLLER WITHOUT CCU FLOW METER , MASTER VALVE AND WYE STRAINER ASSEMBLY ADDITIONAL INFORMATIONAL SUPPORT AVAILABLE THROUGH (PTS. • DARYL GREEN PAGER# (714) 454-5009 \ \ . • \ \ \ \ \ \ ', ,. \ \ \ \ ' \ --\ DIAGRAMMATIC CONNECTION OF COMMUNICATION CABLE, MASTER VALVE, AND FLOW SENSORS ' ------------------------·---------------------------------ite Plottec, ·• F - \ ' ' ' ' ' ' ' i I ' . ' . --·-----,,, ' ,- '--~--4----- --.. -·-'-.;::;) ---+-·-,- _1 __ _ . 1 -~ ---~--- I ...... \ '- \ ' -I ...... • NOT TO SCALE a APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATIOK OF PLANTING AREAS. Le.nds.:'.'t'ip~ Archit~-::..urc • Pler.i.nlng Le Jolla Centre !I 92~E) Towne Cert~re-Dl""lve, S~Jite' 340 Sen Diego. CA 92i21·3002 618.550.1575 • Fo< f.~0.1560 "AS BUil T II EXP--·-----!------------~----------------REv,EWED 3Y CMWD NO. 91-501 ,----------·---·-------------------,----·---------------------------------------------------------------------------------------------------------- 3" MIN I ,_ (L ,~, c, ..... , 9:; (:) '/, l'l.. Z ,., ~I (.;J "" "' ll'. _, ... , I·~ W ... CJ _, Vl "' "' ~iii -- ll'. ~ c, -~ <O _J :0 Le I SHRUB HE/ID~------ ,~~JIT·DRAIN VALVE OR CH[CK VALVE -~ . . -·-""'"'--·-·••,•· ,, .. ,~ ...... , ___ , --··-·----··-· SCHEDULE 80 PVC RISER --!--------~~~~~~-~-~~ ~-INISH G~:,~D[ MARLEX 90 STl~EET ELL "-PVC L,\ lTFi'.AL F'IPE PVC SCH 40 TEE OR ELL SIDEWALK OR NOTE, SPRIINKLER HE¢,DS WlTHOUT 1°ACTDR'f INSTALLED ANTI-DRAIN VLAVE' SHI\LL INCORPORATE AN EXTERNAL FLOW SHUT-OFF VALVE AS A PART OF THE :3F'RltJKL.ER ASSEMBLY. " l~OTE:, INSTALL PVC ELLS SO THEY TIGHTEN WITH DOWNWARD THR:UST DF RISER SCHEDULE 80 f'VC -------.._ 2" MIN. 11 [= UJl=:--1-=I. ·----11 . -----' -------! ··--- 11 ,_,_ 1--- ::Jll GRADE --6" POP-UP SPRAY HEAD W/ FACTORY INSTALLED CHECK VALVE / -·-· S,CHEDULE 80 PVC NIPPLE 6" MIN. ✓--MARL EX 9ef' Sl REE. T / ELLS (3 TOTAl_l I NIPPLE 6" MIN. ~ / / ,,,---PVC LATER,C\L Ll~IE MORCEX ,,. mm "'1& VI----~'--/-/-----~ GEAR DRIVEN SHRUB CHECK VALVE OR COUPL.Efi' USE FACTORY l~IST ALL.ED CHECK VALVE IN HEAD If" AVAILABI_E:-~ 12" --WALK/CURB / BO"TOM OF SLOP[ / I ... ~__._l _____ _ ',.._~'·. -· .. '.'_ . r.,. ' J) ' J} . ~ ' . NOTE: ALL l.ATERAL. Lll\l[S SHALL BE: PURPLE \/_I, T. PRODUCT 9120 SOUTH ANDR[ASEN DRIVE, •106 ESCONDIDO, CA [619) 480 .. 6702 0-s-N(~-'.~-c~-L~--_H_E_-A_D_O_t_\J_R __ IS_,E_R, ·--( 13 © __ G_E A_R_D_R_IV_E_N_RO T O_R ___ _ \,_ NO SCALE 4" & 6" POP-UP SPRINl<LER HE,\D ---------------· ·-----------NO SC>U IMP,ACT CHECK VAL VE OR ANTI-DRAIN VALVE--, 12" / ~---TWO STAINLESS STEEL NOTE: 1-IOSE CL AMPS W / PROTECTIVE VINYL TUBING WALK/CURB / BOTTOM OF SLOPE " ' ALL LATERAL LINES SHALL BE PURPLE (~O ,___IM_P_A_C_T _S __ P_R_l~~K,_L_E __ : R_H_E_A_D ___________ _ ~) NO SCALE BRASS NIPPLE REMOTE. CONTROL ':l'.AJ_ V_E_ PVC SCH 80 NIPPLE (CLOSE) .. PVC SCH 40 ELL PVC SCH 80 NIPPLE (LENGTH AS REOUIREDl BRIC~: C1 OF 4l ~...i,,.,.,,..c---:SCH. 80 l~IPPLE <2-INCH LENGTH, w<C.,._--,.,// HIDOEl~l AND SCH. 40 ELL. / PVC MAINLINE PIPE ----" WASHED GRAVEL E REMOTE CONTROL V ALVE NO SCALE ~ \~lllSCA,or ~ ~r1 ' ~ ' (:;;, 1_d7 ,,, _ .. I' -~ J'72"'% .. t' ~ ,_ t) ',;?, J'~ Doto, A"' ..__. 'f?r *~ or c~1. \\ , Landscape Ar-chlte La Jolla 9255 Towne Centr San Diego, C 619.550.1575 • cture • Planning Centre II e Drive.Suite 340 A 92121-3002 Fax 550.15B0 / OATE I Ni TIAL ENGINEER OF WORK 2" IN GRCUNDCOVER ID RECLAIMED WATER OR SHRUB AREAS l.\; .. , .. J __ BLE WATER) REVISION Ct: 0 ::c: l.J.. t-,,-, C:) 1:i za L,J Ow L..&J z _J ::i L,J z L,J <( u, :::;, 3/4" GRAVEL 1 CU. FT. , rn~•~•-"'---.. ~---,-------+1 ,_,,, .... --------+- SCHEDULE 40 FEMALE AD,~.PT. F QlJICK COUPLIN 1G VAL VE NO SCALE NOTE: RECLAIMED WATER QUICK COUPLER VALVE FITTINGS SHALL BE DIFFERENT AND SHALL NOT BE INTERCHANGABLE WITH POTABLE WATER QUICK COUPLER FITTINGS. "AS BUil T" APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE ~~CE EXP ....... _ ...... , ... __ LOCATION OF REVIEWED Elf PLANTING AREAS. !N'::PECTOl'l ---I sz; I CITY OF CARLSBAD PLAl%11NG D[FAF!TMENT ·--~----~--_, ------~~-~~N □SCAPE IMPROVEMENT P_ANS FOR: DATE DAT[ SHf_lc TS 31 ~----FOUR SEAS()NS RESORT ----AT A VIARA ' --SPORTS CLUIB UNIT l -~--- AF'P ROVE. D ~u-6-..JJ-y7 ----r--•-- --f---~~·--~--• .... -~--------ASSISTANT PL_A~INING DIRECTOR D,~H' DATE [NITIAL DATE INITIAL IJwN 8Y: ----~-----PROJECT NO, D'<Aw'NG ND. CHKO 8Y: DESCRIPTION CT 95-02 351-SL OTHER AP PROV /.L CHY APPROVAL Fll/WD BY 0 ----- I"--, ,: 0 O' 0"! ' -.,, 'O Ct> I ' O' 0 ·-· z .t ~ u (.) "' .~ iv o E' ct ci :a: <( ., z •-= ,_~~~~~~------------------------------------------------------------------------------------------------------------------------------------~□ ... l)o:e Platt€d' 10/17196 CMWD NO. 91-501 ______ ......... _______ ,, ........................ ,_, ,.,, ....... ,. '--·--·-·"···········-·····-"'-··-··---· ...... _., ....................... . . ...... --········"······-···---------... SIDEWALK OR CURB \ \ NOTE: SPRINKLER HEADS WITHOUT FACTORY INSTALLED ANTI-DR'AIN VLAVE SHALL INCORPORATE AN EXTERNAL FLOW SHUT--OFF VAL Vic AS A PART OF THE SPR!NK:L.ER ASSEMBLY. NOTE: INSTALL PVC ELLS SO THEY TIGHTEN WITH DOWNWARD TYRUST OF RISER SCHEDULE 80 PVC--...._'-..._ NIPPLE 6" MIN. MARLEX 90° STREET ELL] C 2' MIN, ~--F[NJSH GRADE -GEAR DRIVEN POP-UP SPRINKLER HEAD / MARLE)( 90° STl~EET / ELLS (3 TOTAU -PVC LATERAL LINE G GEAR DRIVEN ROT ARY POP-UP HEAD HO SCALE OPTIONAL BUBBLER // ( SEE r_EGENID) --- / ROOTBALL FINISH GRADE / / 4" PVC DRA.lN CAP/GRATE / /// ,// l BLACK l / PRESSURE COMPENSATING / BUBBL.ER-W/SCH. 80 '/ / PVC NIPPLE 1/ / EDGE OF PAVING / __ S_C_H_. 40 PVC ELBOW ·: " • · ·'t-~~------::j'A~:-C.,~;._7 .;.,::._~,;.,--~P-:V~C~L_A T_E_RAl_ 4• DIAMETER X 3'-0" LONG r1-·r=-=== =====1 11 11 I~=:= f" PERFORATED PVC DRAI-N PI F'E ---11 1 . -,-··,--T---' I =.::.::: ----1 , I -·-----! --- -,,, . ___ I ---I ! I 11:.::.:: -----· 111 ---· I .,-- •• I i :--·-·-~ • ! ----__ =--::! 11 FILLED W/PEA GRAVEL Q) BELOW GRADE BUBBLER •Je--------NO SCALE /-PACIFIC TECHNICAL SERVICES 16" ;1 16" TOP ENTRY SATELLITE ASSEMBLY (SA SERIES) 1 i 11/ NEMA 3R RAINPROOF ENCLOSURE <UL RATED) 1/ PUMP ST ART RELAY ASSEMBLY (OPTIONAL) POWER SWITCH r=---_--_--·-_-_-_---1;-r~-::::::-=-~-=-j-tj.t 1-MASTER VALVE RELAY ASSEMBLY OR S~~TELLITE----0 / 2' /1 1~" PV'.:: CONDUIT FOR 120 VAC 1• t -,~] : FROM METERED POWER SUPPLY -~----1----GFI RECEPT.t1CLE----- - TERMINAL STRIP ~~ FOi~ VALVES ------ _ =:1~--1/11"~_::/=1· ~--l~ADIO REMOTE ACCESS ASSEMBL (OPTIONAL) _ ~ 1 . , ------<Mil ---✓ -< - 1 .,r -++----... PVC CONDUIT FOR CONTROL-----..-: :, -:=:~•::~ WIRES, SIZE AS REQUIRED ,_,---· , l't"t·la-e-c-·----FILL VOIDS W/CONCRETE--.-----; j~-lf-f~ . ···---11/~--PVC CONDUIT FOR ___ //! / I I 'MA:X:1-CABLE' / / 1 / / I I I "' -POURED CONCRETE BASE--· / I I --•-•-1" PVC CONDUIT FOR FLOW -J i / SENSING CABLE / 1 J -¼+---1" PHONE CONDUIT------) I 6" MIIN; ::::::: _____ '}• t ' , -------~"--_=]---"-, ____ 11a" DIA X 8' GROUND ROD-------~ Cl'.) .. N 1/i//~8 BONDING WIRE ANO CLAMP @JN~·-, 1 ~-'CA-:E_O_P_E_N_T_R_Y_S_A_T_E_L __ L_I_T_E_A_S_'S_E_M_B_L_Y _____ 6_-,· 7--CJ6 2'-0" TOP OF BERM. FINISH GRADE WHEN SHOWN AT TOP ON PLAN, SPl~ll~KLER HEAD PARALELL WI SL.OPE (TYPICAL} ®~-~ 0 _A_!-:E_R_A_L_A_N_D_M_A_I_N_LI_N_E_P_IP_E_L_O_C_A_T_IO_N __ _ 6-6-96 ,,,~,~ ~,~ ,); ~ . .:;-~ ~ .;t ?; ~ st v:.J.17/J4--;ll v '½~ .. , .. /2'°' "l"r ~~ OF CAl 1\ ( r--·-·-- -·-·~--·~· ·--·~ t-~-·-·- tt-~•--~ r---·--·--~ ·~·--- -·----- CUT HOLE IN PVC PIPE ANO TIE GAL V. WIRE TO SL.EEVE I FIMISH GRADE// / SEE LEGEND FOR i -·---~ -----,,,• MAINLINE DEPTH ' 4"MIN . ....-- // // / / / MANUAL CONTROL VALVE 4' DIAMETER PVC SLEEVE WHITE -... :7, PVC SCH. so ___ L~~-SCH .. 40 PVC ftM4L-IS NIPPLE PVC SCH. 40 ELL. ,/1 " --ADAPTOR. L_J---..:;:" --------.------ --.. ........................ ---..--.... .... ...__, ---PVC MAINLINE MANUAL CONTROL VALVE 11)/11/96 PVC SCH 80 NIPPLE II"" SEE LEGEt~D FOR VAL VE. J;l_QX WITH PU8.PL_[._C_Q'lE.!:1_ MAINLINE DEF'T!-1 ,/ , GATE VAL VE \I ~, '"·----------/////_;:::/ 1 ,/;_·-_~F~IN=ISH GRADE/TOP OF MULCH_ l PVC SCH 80 UNION ql'--.--r-------"LJ.. :t.J,1'--11 r-------L.jl -= rl-,,---'-' / PVC MAINLINE PIPE FOR GATE VALVES 2"' AND SMALLER USE ROUND PLASTIC VAL VE BOX ( 10 "X 10 • 1/ 4" X 1.3") © GATE VALVE NO SCAL[ APPROVE~D FOR Bl~ICK (1 OF 4) FOR GATE VALVES 2-1/2" AND UP USE ROUND PLASTIC VAL.VE BOX ( 12"X17" X11 • 3/ 4") UNION ''AS BUil T II PLANTING AND IRRIGATION ONL ''{ -·-~--·- INCl..UDING PRECISE RCE I-X p ---------·-------- LOCATION OF REVIEWED 3Y; PLANTING AREAS. ·--~~-~·-. INSPECTOR I s;4T I --· -~--.-· CITY OF CARLSBAD ·-· ·-~-·-· P ANNING DEPARTMENT -· --·-·-·--· --·--·-·-·-,~·-L.ANDSCAPE :MPROVEMENT P_ANS FOR: ·-·-~-~ DATE DATE 1s;1sl ---·-~·--· FOUR SEASONS RESORT --· OM~•--AT A VI ARA --·--·--· SPORTS CLUB UNIT 1 ----·--·--~---.~ r--C: a "' 0~ •N -tj-"Q o, I . "' o-L Landscape Archit :: ·o La Jolla u "' APP~OV[J ~a,# 1;27-f_J ecture Planning ----·--· ---~-·-·-·~ 7. ,_,. • ASSISTANT PLANNING □:RECTOR D?ITE Centre II 1r-·--· --!-·~--,. 9Z55 Towne Centr ·~ ~ e Dr! ve, Sul te 340 r---·---OWN 8Y; PROJECT NCl. DRAWING NO. INITIAL _,_ -~--~. DATE DATE INITIAL DATE: !NI flAL A 9:2121·3002 ----~. ~-CHKD BY: San Diego, C o: 0 e1s.550.1575 • -,, I ~:,"pi::ii,~ir'i7i~~----------------------------------------------------------------------~-,..------------------------------------------------__J~·,1;/ Dote Plotted 10/11/96 CMWD NO, 91-501 ° "-J REVISION DESCRIPT[ON CT 95-02 351-BL Fax 550.1560 EhGJNEER OF WORK OTHER ~Pl'ROVAL :::TY APPROVAL RVWD BY: ---··--------------'-·-· .. ---·· .. -···-----••--••-•••••• .. --.... , .• ••••••••••m• ••••=~••-•-••••-"••--------•• ......................... •••-••--•••~••••----•• .. -••••-•••••••••••••••" • · ··-·-··--····"-· · ---or"·-· .. ···-········ ................ •· ~·-···· •······ I i C .. SLEEVE CHART FOR IRRIGATION PIPE AND \'\/IRES Plf=>E SLEEVE SIZE CONTROLLEf~ SLEEVE SIZE: WIRES ·----·-------v· .4 2' 1 H3 ,, i ' --'""'"'·'-·-·---·-·-· . " 2'' 19 · ;;•4 ,., I I '' i. /2 --·-·--·~-~·~---~~~-___ ,,_ ---·-······ _,,,~, .. ,., .. ~--~-------,_ I/ " ">-/" 2:) .3E:, ·,:; ' --4 L.. ,? , , -·-·-------------------., -............... , I/ ' 7 PI 5}--4i3 t.. " -, 2 _ _, ·~•=-~•-·· ·--~---·-' , .... , .. ,,.,,., . .,._.,.,, ...•. ~ 2' 4" 49-72 ['' ) -·--· .......... '"""" ""····-----· 2-1/ .. " -I ,'. 6 II ~---~,•rn -·-····-·' ·------· --, ·--~--~·--···-·------·----s 6" ----·-------••< --'. ---------·------·-· -- ' t' (}' I ""~---,,,.'. "~·--·--··-·--- NOTE: UI\D[Fi fJ E" -,, F" ,-T 1-J I Al\ -~/ __ .) \ ' ;:, A\✓ 11\1 G CLJf'F p,1-i:cc ~J ,:: -~--~) SCH =.:Du, .. [ 40 c-1 [':cvc·c: -~) -··-~.-....) SH t,L __ l:l ic uc1c ~> --( I✓ II\I CO\IEP FOP Ml,l~J,_!:\J[S /lND Wlf\E·· , 13" ?, ,~1:~ --('C'\/1::-f~ ,_, ) --' -"0~ _/\ TEf\.CI_S '1:2 II:, UI\J[F/ 'v[H CLE 0 AVINC c-ul'F-• -,f,c '-) "'( ,..,.., (__, ·--) ''CHl'DU1 r· .,J { ·-'•• L. ,-~ () C, ~ SL[[l/[S SH,~.l_L E3::~ I'' 1· -, '..._, c) ::_ _,I (l✓IN COi/Ei~ F 01~ M.'\l~t_l.N[S, \N IF~ E AN) l ~\T [ i~ /1.L. 1 :, -:513 ' ) cl f-re \' F ,) .. ,:_ '··-I '"-· CHL\>n 1,· ,J f" OF: TrE CONVE:t~,E~,ICE T ,, , __ THE CJNTRN:-CI~. C Cl NT f? I\C TO,~; SH.t,!_l __ PF~CI\/ID[ t1D[QUA_···E_ PIFE SL.ETV~ SIZ[ TO .LC''() r''11T \,I_, MM,)-~1 ,C TH[ l,~ST AL !_.I, TICl1' 0 F-THE IR I,:· c; 6, TIO r-.1 F'!PE A~JD WIF'.[S ~ SLEE\/E CHART' FOR IRRIG.ATION PIPE & WIRES \~:1--NO--SC-:AL_E _____________________ -- r-----STREET SURF ACE /' 12"' MINIMUM REQUIRED VERTIC,ll.L SEPARATION -~ .. -.. SLEEVE: RECLAIMED WATER IRRIGATION MAINLINE-----~ NOTE, ALL RECLAIMED WATER IRRIGATION PIPE AND SLEEVES SrlALL BE F1URPLE AND LABELED AS SPECIFIED IN: DRAWINGS) 0 I") ;= r ==-=-·-----·--~ 24 " -,,:;::::---, CURB & GUTTER SJ DE~f-,LK ,,........--/ POTABLE SERVICE LINE / /,,,----~~------- 12" MINIMUM RECLAIMED WATER IRRIGATION MAINLINE W/SLEEVE 10' MINIMUM TO POTABLE MAINLINE IN STREET NOTE: VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE, INSTAl.LATJ:ON OF RECLAIMED WATER IRl'llGATl:ON MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE STREET. N POT ABLE SERVICE NO SCALE VAL VE BOX W!TH COVER 9-1/2"X11"X12"-PURPLE 3M WATERPROOF CONNECTORS -~----~--~·~----·--·· L.INE CROSSING BENDS CROSS TEE ,, B • B A B A B C D A B 3&4 ,, C ., ,, ' 8" 4, 6'' "., ' 6 .. , 6" 6" 8" 1~' Ei" 6'' G" B" ' 1 O'' 6,, 8" :3" 8 11 8" 8 1' 10' 20' 8": El" h .'I L_O-·TORQ PLASTIC NO SCALE NOTE: CONTRACTOR SHALL INST ALL HOSE BIB SIDE OF WYE STRAINER TO THE SIDE, DETAIL D:A,GRAMMA TIC BRICK (1 OF 4l BALL VALVE 10/ 11/96 BRASS UNION 4X8 BRICK (1 OF 4J s PRESSURE REGUL.A1TOR & "WYE" STRAINER 1~0 SCAL.E II AS BUil T II 'STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS' 'CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCT 1ON OF RECL.AlMED WATER MAINS', OCTOBER 1993 MAXIMUM DISTANCE FOR SPICE BOX 400' TYPICAL 8" ----;i":)i 12 '" 16" 12 ,, 8,, 1 4' 10 1 O' a •~ • €" APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. 0 POT.ABLE MAINLINE CROSSING NO SCAL_E ® PULL BOX FOR COM~~. CABLE P ~----- NO SCALE Date Plotted' 10/71/96 ... 1? I -~--:__qJ 16' 12 ' 1 4' 8.,, @THRUST 0 NO SCALE BLOCKS 3/7/96 RCE __ _ EXP ___ _ DATE R[VIE:WED BY, INSPECTOR DATE \.~till~APr : I 5 2HE..;_1 1 CITY OF CARLSBAD lsHEErsl l?<i,.<j,, !JI;//. 4--£_½': t----+------1--------------+---+------lf----+------I ::7 PLANNiNG DEPARTMENT 31 ::::, ~ J /. ~ ~ _ LANDSCAPE IMPFWV':ME:l'iT Pl.ANS FOR: ~ ,,,,., _, 1, FOUR SEASONS RESORT , , , · ,e. 71 ~.,11------+---------------+----+------+----+-----1 AT AV I A RA .r~)-' " -/4"" SPOIITS CLUB · UNIT 1 r OF C~l \\-$ - Landscape Architecture • Planning La Jolla Centre II A _P_P_Ro:_v.:.:EO~ ~,~~~~-"'~c::-=-=--:-::--~£ -:.2 J-7 7 ASSISTANT PLANNING DIRECTOR DATE 9255 Towne Centre Drive, Sui le 340 t--□~A=TE-+~INI=Tr~AL--1_ --------------+-□-AT-E--+I-NI-11-AL-+--□A-TE--f-lN_IT_lA---1,_ San Diego, CA 92121-3002 REVISION DESCRIPTION 619.550.1575 ., Fax 550.1580 ENGINEER OF WORK ()1HER APPROVAL C!CY APPROVAL OW\I BY: __ CHKD ElY: __ RVWD BY, PROJECT NO, CRAWING NO. CT 95-02 351-BL, CMWD NO. 91-501 • ,--------------------,---------'----------------------~------------------__:", Dote Plott-c SECTION 02441 IRRIGATION SYSTEM RECLAIMED WATER PART 1 -GENERAL 1. 1 GENERAL CONDITIONS: THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARE AN ADDEO PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK SHALL APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1.2 SCOPE: THE WORK INCLUDES All SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. OWNER/DEVELOPMENT WILL OEHAIN AND PAY ALL PERMITS REQUIRED BY GOVERNING AUTHORITIES. ALL ON SITE, RECLAIMED WATER PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AND ALL OTHER LOCAL GOVERNING CODES, RULES, AND REGULATION. ALL PIPING SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE MANUFACTURER'S NAME OR TRADEMARK, NOMINAL SIZE, AND SCHEDULE OR CLASS INDICATING THE PRESSURE RATING. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. PERMITS AND LICENSES UNLESS OTHERWISE STATED, SECURE THE REQUIRED LICENSES AND PERMITS INCLUDING PAYMENTS OF CHARGES AND FEES, GIVE REQUIRED NOTICES TO PUBLIC AUTHORITIES, AND VERIFY PERMITS SECURED OR ARRANGEMENTS MADE BY OTHERS AFFECTING THE WORK OF THIS SECTION. WATER METERS ANO POWER METERS WILL BE THE RESPONSIBILITY OF THE OWNER AND /OR HIS REPRESENTATIVE FOR INSTALLATION AND PERMIT FEES. 1.2.1 RELATED WORK: . 1 LANDSCAPING SECTION 02480 , 2 COMPLIANCE TO CITY OF CARLSBAD RECLAIMED WATER STANDARDS 1.2 2 QUALITY ASSURANCE .1 QUALIFICATIONS OF INSTALLERS PROVIDE AT LEAST ONE PERSON WHO SHALL BE PRESENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE WORK AND WHO SHALL BE THOROUGHLY FAMILIAR WITH THE TYPE OF MATERIALS BEING INSTALLED, THE MATERIAL MANUFACTURE'$ RECOMMENDED METHODS OF INSTALLATION, THE CITY OF CARLSBAD RECLAIMED WATER STANDARDS AND WHO SHALL DIRECT ALL WORK PERFORMED UNDER THIS SECTION. .2 CODES AND STANDARDS IN ADDITION TO COMPLYING WITH ALL PERTINENT CODES ANO REGULATIONS, COMPLY WITH THE LATEST RULES OF THE NATIONAL ELECTRICAL CODE AND ELECTRICAL SAFETY ORDERS OF THE STATE OF CALIFORNIA, DIVISIONS OF INDUSTRIAL SAFETY, FOR ALL ELECTRICAL WORK AND MATERIALS. REFER TO THE LATEST EDITION OF THE GREEN BOOK STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION WHERE APPLICABLE. THE CITY OF CARLSBAD RECLAIMED WATER STANDARDS, LATEST EDITIONS AND RULES AND REGULATION FOR RECLAIMED WATER SERVICE IN THE CITY OF CARLSBAD. LATEST EDITIONS ARE INCORPORATED UNTO THESE SPECIFICATIONS BY REFERENCE WHERE RECLAIMED WATER IS PROPOSED. 1.3 SUBMITTALS: 1. 4 .1 SUBMIT COMPLETE MATERIAL LIST PRIOR TO PERFORMING ANY WORK. .2 SUBMIT CATALOG DATA AND FULL DESCRIPTIVE LITERATURE WHENEVER THE USE Of ITEMS DIFFERENT THAN THOSE SPECIFIED IS REQUESTED. SUBMI i" NOTARIZED CERTIFICATES BY PLASTIC PIPE MID FITTING MANUFACTURERS INDICATING THAT MATERIAL COMPLIES WITH SPECIFICATIONS, UNLESS MATERIAL HAS BEEN PREVIOUSLY APPROVED. SUBMIT MATEHIAL LIST USING THE FOLLOWING LAYOUT (DOUBLE SPACED BETWEEN EACH ITEM) ITEM, DESCRIPTION MANUFACTURER MODEL NO, 1 . PRESSURE MAINLINE LASCO SCH. 40 2. LAWN HEAD RAIN BIRD 1806-12F 3. ETC. ETC. ETC. . 3 EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT OR CITY INSPECTOR MAY BE REJECTED ANO SUCH MATERIALS REMOVED FROM THE SITE AT NO EXPENSE TO THE OWNER/DEVELOPMENT. . 4 APPROVAL OF ANY ITEMS, ALTERNATIVE, OR SUBSTITUTION INDICATE ONLY THAT THE PRODUCT(S) APPARENTLY MEET THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTED. .5 THE CONTRACTOR IS RESPONSIBLE FOR PERFORMANCE OF SUBSTITUTED ITEMS. IF SUBSTITUTION PROVES TO BE UNSATISFACTORY, REPLACE IT WITH ORIGINALLY SPECIFIED ITEM, AT NO COST TO THE OWNER/DEVELOPMENT. GUARANTEE: .1 SUBMIT WRITTEN GUARANTEE IN APPROVED FORM THAT ALL WORK SHOWING DEFECTS IN MATERIALS OR WORKMANSHIP WILL BE REPAIRED OR REPLACED AT NO COST TO THE OWNER,DEVEI OPMENT FOR A PERIOD OF ONE YEARS FROM THE DATE OF ACCEPTANCE BY THE OWNER/DEVELOPMENT. . 2 THE GUARANTEE FORM SHALL BE RE-TYPED ONTO THE CONTRACTOR'S LETTERHEAD AND CONTAIN THE FOLLOWING INFORMATION: A. GUARANTEE FOR IRRIGATION SYSTEM • (PROJECT NAME) WE HEREBY GUARANTEE THAT THE IRRIGATION SYSTEM WE HAVE FURNISHED AND INSTALLED FOR (PROJECT NAME) IS FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP, AND THE WORK HAS BEEN C0MPL1'TEO IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, ORDINARY WEAR AND TEAR AND UNUSUAL ABUSE, OR NEGLECT EXCEPTED. WE AGREE TO REPAIR OR REPLACE ANY DEFECTS IN MATERIAL OR WORKMANSHIP WHICH MAY DEVELOP DURING THE PERIOD OF 1 YEAR FROM DATE OF ACCEPTANCE AND ALSO TO REPAIR OR REPLACI;' ANY DAMAGE RESULTING FROM THE REPAIRING OR REPLACING OF SUCH DEFECTS AT NO ADDITIONAL COST TO THE OWNER:DEVELOPMENT. WE SHALL MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME, AS DET<'RMINED BY THE OWNER1DEVELOPMENT, AFTER RECEIPTS OF WRITTEN NOTICE. IN THE EVENT OF OUR FAILURE TO MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME AFTER RECEIPT OF WRITTEN NOTICE FROM THE OWNER/DEVELOPMENT, WE AUTHORIZE THE OWNER/DEVELOPMENT TO PROCEED TO HAVE SAID REPAIRS OR REPLACEMENTS MADE AT OUR EXPENSE AND WE WILL PAY THE COSTS AND CHARGES THEREFORE UPON DEMAND. B. PROJECT: (PROJECT NAME) C. LOCATION: (LEGAL DESCRIPTION OF PROJECT PROPERTY) SIGNED: ___________ TITLE: _________ _ ADDRESS: TELEPHONE: SIGNATURE AND DATE: __________________ _ 1 _5 OBSERVATION: 1. 5. 1 INSPECTION SCHEDULE . 1 IN ALL CASES WHERE OBSERVATION OF THE SPRINKLER SYSTEM WORK IS REQUIRED ANDIOR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE DIRECTION AND/OR OBSERVATION OF THE LANDSCAPE ARCHITECT OR CITY INSPECTOR. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR IN ADVANCE FOR THE FOLLOWING INSPECTIONS, ACCORDING TO THE TIME INDICATED: A. PRE-JOB CONFERENCE -7 CALENDAR DAYS B. LOCATION OF IRRIGATION SLEEVES C. LAYOUT OF CONTROL EQUIPMENT, SPRINKLER HEADS AND PIPING- 32 HOURS D. PRESSURE MAINLINE INSTALLATION AND TESTING -32 HOURS E. CONFORMANCE TO REGULATIONS FOR RECLAIMED WATER -32 HOURS F. LATERAL TRENCH DEPTH CHECK -32 HOURS G. COVERAGE TEST -32 HOURS H. FINAL INSPECTION -48 HOURS I. NOTIFY THE CITY OF CARLSBAD 24 HOURS IN ADVANCE DF BEGINNING OF WORK. (438-1161, EXT. 4221) J. NOTIFY THE CITY OF CARLSBAD 24 HOURS IN ADVANCE OF BEGINNING CONSTRUCTION. (438-1161, EXT. 4221) . 2 WHEN INSPECTIONS HAVE BEEN CONDUCTED BY OTHER THAN THE LANDSCAPE ARCHITECT OR THE LANDSCAPE COORDINATOR, SHOW EVIDENCE OF WHEN AND BY WHOM THESE INSPECTIONS WERE MADE. _ 3 NO INSPECTION WILL COMMENCE WITHOUT AS-BUILT DRAWINGS. IN THE EVENT THE CONTRACTOR CALLS FOR AN INSPECTION WITHOUT AS-BUILT DRAWINGS, WITHOUT COMPLETING PREVIOUSLY NOTED CORRECTIONS, OR WITHOUT PREPARING THE SYSTEM FOR INSPECTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REIMBURSING THE LANDSCAPE ARCHITECT OR THE LANDSCAPE COORDINATOR AT THE RATE OF $95.00 PER HOUR (PLUS ANY TRANSPORTATION COST) FOR THE INCONVENIENCE. NO FURTHER INSPECTIONS WILL BE SCHEDULED UNTIL THIS CHARGE HAS BEEN PAIO. THE CITY WILL REQUIRE AS-BUILT DRAWINGS TO BE APPROVED PRIOR TO BACKFILLING MAINLINE TRENCH. 1.6 TESTING: GENERAL . 1 FURNISH ALL NECESSARY TESTING EQUIPMENT ANO PERSONNEL TO MEET TESTING REQUIREMENT . 2 CORRECT ALL DEFECT AND RETEST UNTIL ACCEPTANCE BY OWNER AND CITY. 15,1 TEST$ 1. 6. 2 1. 6. 3 1 .6. 4 1. 6. 5 1 . 6. 6 .1 MAKE HYDROSTATIC TESTS ONLY IN THE PRESENCE OF THE REPRESENTATIVE OF THE OWNER.DEVELOPMENT. AIR PRESSURE CHECK ALL LINES THAT COULD WEAKEN OR DAMAGE ANY MAJOR STRUCTURES OR HARDSCAPES, IF WATER WERE USED. NO PIPE SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED TESTED AND APPROVED. (INCLUDING AS·BUIL TS) ' ' . 2 FURNISH NECESSARY FORCE PUMP AND All. OTHER TEST EQUIPMENT. .3 TEST ALL PRESSURE MAINLINES UNDER A HYDROSTATIC PRESSURE OF 150 P.S.I. FOR A PERIOD OF FOUR HOURS. . 4 ALL TESTING SHALL BE APPROVED PRIOR TO THE INSTALLATION OF REMOTE CONTROL VALVES, QUICK COUPLERS, OR OTHER VALVE ASSEM!lLIES. . 5 ALL PIPING UNDER PAVED AREAS SHALL BE TESTED UNDER A HYDROSTATIC PRESSURE OF 150 P.S.I. AND PROVED WATERTIGHT, PRIOR TO THE PAVING OPERATION. ADJUSTING SYSTEM • 1 THE CONTRACTOR SHALL FLUSH AND ADJUST ALL IRRIGATION HEADS AND VALVES FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAI' ONTO WALKS, ROADWAYS, BUILDINGS, WALLS AND OTHER STRUCTURES AS MUCH AS POSSIBLE. . 2 IF IT IS DETERMINED THAT ADJUSTMENTS IN THE IRRIGATION EQUIPMENT OR NOZZLE CHANGES WILL PROVIDE PROPER AND MORE ADEQUATE COVERAGE, MAKE ALL SUCH CHANGES OR MAKE ARRANGEMENTS WITH MANUFACTURER TO HAVE ADJUSTMENT MADE, PRIOR TO PLANTING. . 3 ADJUST REMOTE CONTROL VALVES (BATTERY SYSTEMS) 50 THAT THE MOST REMOTE SPRINKLER HEADS OPERATE AT THE PRESSURE RECOMMENDED BY SPRINKLER MANUFACTURER. QQYERAGE TEST _ 1 WHEN THE IRRIGATION SYSTEM IS COMPLETED, PERFORM A COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT, LANDSCAPE COORDINATOR OR CITY INSPECTOR, TO DETERMINE IF THE WATER COVERAGE FOR PLANTING AREAS IS COMPLETE AND ADEQUATE. FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLANS OR WHERE THE SYSTEM HAS BEEN WILLFULLY INSTALLED AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUSLY INADEQUATE OR INAPPROPRIATE, WITHOUT BRINGING THIS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR. THIS TEST SHALL BE ACCOMPLISHED BEFORE ANY GROUND COVER IS PLANTED. DIRECT BURIAL CONTROL WIRES . 1 ALL WIRING SHALL BE TESTED FOR CONTINUITY, OPEN CIRCUITS AND UNINTENTIONAL GROUNDS PRIOR TO CONNECTING TO EQUIPMENT. THE MINIMUM INSULATION RESISTANCE TO GROUND SHALL BE FIFTY (50) MEGAOHMS. ANY WIRING NOT MEETING THIS REQUIREMENT SHALL BE REPLACED, AT THE CONTRACTOR'S EXPENSE. FINAL ACCEPTANCE . 1 WHEN ALL WORK UNDER THIS CONTRACT HAS BEEN COMPLETED, INCLUDING TESTING ADJUSTMENTS, ADDITIONS OR DELETIONS, THE CONTRACTOR WILL NOTIFY THE OWNER FOR FINAL INSPECTION AND APPROVAL. FINAL ACCEPTANCE BY THE OWNER DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY OF WARRANTY. MINOR ADJUSTMENTS . 1 MINOR ADJUSTMENTS (LEVELING AND CLEANING SPRINKLER HEADS, VALVE BOXES, ETC. INCLUDING PROTECTION FROM VANDALISM) WILL BE MADE BY THE OWNER AFTER ACCEPTANCE OF THE SYSTEM AND DURING THE WARRANTY PERIOD, 1, 7 RECORD DRAWINGS: 1. 7. 1 RECORD DRAWINGS .1 RECORD DRAWINGS SHALL BE PREPARED AND SHALL SHOW ALL CHANGES IN THE WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS INCLUDING THOSE INVOLVING BOTH CONSTANT-PRESSURE AND INTERMITTENT-PRESSURE LINES AND APPURTENANCES. -2 ALL CONCEPTUAL OR MAJOR DESIGN CHANGES, INCLUDING ANY CHANGES THAT MAY BE AFFECTED BY THE REQUIREMENTS OF THESE STANDARD SPECIFICATIONS, SHALL BE APPROVED BEFORE IMPLEMENTING THE CHANGES IN THE CONSTRUCTION CONTRACT. FAILURE TO RECEIVE PRIOR APPROVAL MAY RESULT IN TERMINATION. OF SERVICE . , 3 RECORD ACCURATELY ON ONE SET OF SLACK AND WHITE PRINTS OF THE IRRIGATION DRAWINGS, ALL CHANGES IN WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS, INCLUDING CHANGES IN BOTH PRESSURE AND NON-PRESSURE LINE. . 4 UPON COMPLETION OF EACH INCREMENT OF WORK, TRANSFER ALL SUCH INFORMATION AND DIMENSIONS TO THE PRINTS. RECORD CHANGES AND DIMENSIONS IN A LEGIBLE ANO PROFESSIONAL MANNER. WHEN THE DRAWINGS ARE APPROVED, TRANSFER ALL INFORMATION TO A SET OF REPRODUCIBLE SEPIA MYLAR DRAWINGS SUPPLIED AT COST BY THE LANDSCAPE ARCHITECT. . 5 DIMENSION FROM TWO PERMANENT POINTS OF R'"FERENCE (BUILDINGS, MONUMENTS, SIDEWALKS, CURBS, PAVEMENT). POST INFORMATION ON AS·BUILT DRAWINGS DAY TO DAY AS THE WORK IS INSTALLED. ALL DIMENSIONS NOTED ON DRAWINGS SHALL BE 1/4 INCH !S SIZE. . 6 UPON COMPLETION OF EACH INCREMENT OF WORK, ALL REQUIRED INFORMATION ANO DIMENSIONS SHALL BE TRANSFERRED TO THE RECORD DRAWINGS. FACILITIES AND ITEMS TO BE LOCATED AND VERIFIED ON THE RECORD DRAWINGS. SHOW DIMENSIONAL LOCATION AND DEPTH OF THE FOLLOWING: A. POINT OF CONNECTION B, ROUTING OF IRRIGATION PRESSURE MAINLINES ANO ALL SLEEVES (DIMENSION MAXIMUM 10 FEET ALONG ROUTING AND ALL DIRECTIONAL CHANGES.) C. GATE VALVES. 0. IRRIGATION CONTROL VALVES E. QUICK COUPLER VALVES F. ROUTING OF CONTROL WIRES G. AUTOMATIC CONTROLLERS H. OTHER RELATED EQUIPMENT (AS DIRECTED BY THE LANDSCAPE ARCHITECT) . 7 MAINTAIN AS-BUILT DRAWINGS ON THE SITE AT ALL TIMES. THESE DRAWINGS ARE SUBJECT TO INSPECTION AT ANYTIME. · 8 MAKE ALL CHANGES TO REPRODUCIBLE DRAWINGS IN INK (NO BALL- POINT PEN). USE ERADICATING FLUID WHEN REDOING DRAWINGS. CHANGES AND DIMENSIONS SHALL BE RECORDED IN A LEGIBLE AND PROFESSIONAL MANNER RECORD CONSTRUCTION DRAWINGS SHALL BE MAINTAINED AT THE JOB-SITE DURING CONSTRUCTION. . 9 THE LANDSCAPE ARCHITECT SHALL PROVIDE A COM~LETE SET OF '"AS-BUILT" MYLARS TO THE CITY OF CARLSBAD UPON COMPLETION OF CONSTRUCTION. ONA WILL BE REQUIRED TO TRANSFER ALL AS- BUILT INFORMATION TO MYLARS. AS-BUILTS SHALL BE ON CITY ORIGINAL MYLARS. 1. 7. 2 CONTROLLER CH.AB.I .1 AS-BUil T DRAWINGS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR BEFORE CHARTS ARE PREPARED. . 2 PROVIDE ONE CONTROLLER CHART OF THE MAXIMUM Sl7E CONTROLLER OC'JR WILL ALLOW, FOR EACH CONTROLLER SUPPLIED, SHOWING THE A;";EA COVfcRED BY THAT AUTOMATIC CON·, R()LLER AND A CORHLSPONL,11.0 L':GEND OF THE !cQUIPl-:cNT IN,.TALLED. • 3 THE CHART SHALL B~ A REDUCTION OF THE ACTUAL AS·BUIL 1' SYSTEM DRAWING. IF THtc CONTROLLER SEQUENCE IS NOT' LEGIBLE WHEN THE DRAWING IS REDUCED, ENLARGE IT TO A SIZE THAT WILL BE READABLE WHEN REDUCED. . 4 CHART SHALL BE BLACKLINE PRINT AND A DIFFERENT PASTEL TRANSPARENT COLOR USED TO SHOW AREA OF COVERAGE FOR EACH STATION. , 5 WHEN COMPLETED AND APPROVED, HERMETiCALLY SEAL THE CHART BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM 20 MILS THICK . , 6 CHARTS SHALL BE COMPLET'EO AND APPROVED PRIOR TO FINAL INSPECTION OF THE IRRIGATION SYSTEM. 1.7.3. OPERATION ANO MAIN .. ll.t:/A'iCLJ.l.AN\!A.LE . 1 PREPARE AND DELIVER TO THE OWNER WITHIN 10 CALENDAR DAYS PRIOR TO COMPLETION OF CONSTRUCTION, ALL REQUIRED AND NECESSARY DESCRIPTIVE MATERIAL IN COMPLETE DETAIL AND PROPERLY PREPARED IN FOUR (4) INDIVIDUAL BOUND COPIES. DESCRIBE THE MATERIAL INSTALLED IN SUFFICIENT DETAILS TO PERMIT QUALIFIED OPERATING PERSONNEL TO UNDERSTAND OPERATE ANO MAINTAIN ALL EQUIPMENT. INCLUDE SPARE PARTS LIST AND RELATED MANUFACTURER INFORMATION FOR EACH EQUIPMENT ITEM INSTALLED. EACH MANUAL SHALL INCLUDI; THE FOLLOWING: A. INDEX SHEET STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER. B. DURATION DF GUARANTEE PERIOD C. LIST OF EQUIPMENT WITH NAMES AND ADDRESSES OF MANUFACTURER'S LOCAL REPRESENTATIVE. D. COMPLETE OPE'f.ATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR EQUIPMENT. .2 IN ADDITION TO THE MAINTENANCE MANUALS, PROVIDE THE MAINTENANCE PERSONNEL WITH INSTRUCTIONS FOR MAJOR EQUIPMENT AND SHOW WRITTEN EVIDENCE TO THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR AT THE CONCLUSION OF THE WORK THAT HIS SERVICE HAS BEEN RENDERED. I------· ·-···--· .. I---·-'; ____ ~----·-- i i ····-·--· -----·· 1 -7 .4 CHECK LIST -1 COMPU,TE THE FOLLOWING CHECKLIST AT THE END OF THE PROJECT, USING THE FORMAT SHOWN: A. PLUMBING PERMITS (IF NONE REQUIRED, SO NOTE) B. MATERIALS APPROVAL C. PRESSURE MAINLINE TEST (BY WHOM AND DATE) D. AS-BUil T DRAWINGS COMPLETED (RECEIVED BY AND DATE) E, CONTROLLER CHART COMPLETED (RECEIVED BY AND DATE) F. MATERIALS FURNISHED (RECEIVED BY AND DATE) G. OPERATION AND MAINTENANCE MANUALS FURNISHED (RECEIVED BY AND DATE) H. SYSTEM AND EQUIPMENT OPERATION INSTRUCTIONS (RECEIVED BY AND DATE) I. MANUFACTURER WARRANTEES (RECEIVED BY ANO DATE) J. WRITTEN GUARANTEE BY CONTRACTOR (RECEIVED BY ANO DATE) . 2 FORWARD SIGNED AND DATED CHECKLIST TO LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR BEFORE FINAL ACCEPTANCE OF PROJECT. 1.8 GENERAL REQUIREMENTS· 1.8.1 CODE REQUIREMENTS SHALL BE THOSE OF STATE AND MUNICIPAL AGENCIES ANO REGULATIONS LOCALLY GOVERNING THIS WORK PROViD!NG HtAT ANY REQUIREMCNTS OF THE DRAWINGS AND SPECIFICATIONS, NOT CONFLICTING THEREWITH BUT EXCEEDING THE CO":>E REQUIREMENTS SHALL GOVERN, UNLESS WRITTEN PERMISSION TO TH<·. CONTRARY IS GRANTED BY THE AGENCY. 1-8.2 EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING IN THE AREA DUE TO EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES CAUSED BY HIS OPERATIONS. 1.8.3 CONNECTIONS SHALL aE MADE AT APPROXIMATELY THE LOCATIONS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS. 1.8.4 SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS. 1.8.5 PLAN LOCATIONS OF HEADS, VALVES, CONTROLLER AND PIPE LINES ARE DIAGRAMMATIC AND INDICATE THE SPACING AND RELATIVE LOCATIONS OF ALL INSTALLATIONS. 1.8.6 ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX (6) INCHES FROM EACH OTHER, AND FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. 1.8.7 DIELECTRIC BUSHINGS SHALL BE USED IN ANY CONNECTIONS WITH PIPING OF DISSIMILAR METAL MATERIALS . 1.8.8 POINT OF CONNECTION SHALL BE APPROXIMATELY AS SHOWN ON DRAWINGS. CONNECT NEW UNDERGROUND PIPING AND VALVES ANO PROVIDE ALL FLANGES, ADAPTERS OR OTHER NECESSARY FITTINGS FOR CONNECTION. 1.8.9 PERMISSION TO SHUT OFF ANY EXISTING IN-USE WATER UNES MUST B~ OBTAINED 43 HOURS IN ADVANCE, IN WRITING FROM THE OWNER/DEVELOPMENT. THE CONTRACTOR SHALL RECEIVE ll!STRUCTl{)NS FROM THE OWNERrD~VELOPM!'NT, AS TO THE EXACT LENGTH OF TIME OF EACH SHUT-OFF. 1.8 .10 CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS. 1.8.11 MAINTENANCE. THE ENTIRE IRRIGATION SYSTEM SHALL BE UNDER FULL AUTOMATIC OPERATION FOR A PERIOD OF 7 DAYS PRIOR TO ANY PLANTING. 1.8.12 THE WORK SHALL BE ACCEPTED IN WRITING WHEN THE ENTIRE SCOPE OF WORK HAS BEEN COMPLETED SATISFACTION TO THE OWNER JUDGING THE WORK. NO ALLOWANCE FOR DEVIATION FROM THE ORIGINAL PLANS AND SPECIFICATIONS WILL BE MADE UNLESS PREVIOUSLY APPROVED BY THE OWNER. WHEN ANY ITEM APPEARS ON THF Pl.AN AND NOT IN THE SPECIFICATIONS, OR IN THE SPECIFIC•.Tlt"I S A.'ID NOT ON THt PLANS, IT SHALl. BE CONSIDERED IN BOTH. WH~N CONFLICTS ARISE, THE HIGHEST STANDARDS WILL PR~VAII. THE OWNER OR HIS AUTHORIZED REPRESENTATIVE SHALL HAVE THE FINAL AUTHORITY ALL ITEMS OF THE PROJECT. 1.8.13 SERVICE BY THE CONTRACTOR: THE CONTRACTOR SHALL SE;RVICE THE SYSTEM AT THE OWNER·s REQUEST DURING THE GUARANTEE PERIOD AND SHALL BE PAID FOR WORK PERFORMED WHICH IS NOT COVERED BY THE GUARANTEE. IF REQUESTED BY THE OWNER, THE CONTRACTOR SHALL FURNISH THE OWNER WITH A SCHEDULE OF SERVICE FEE FOR ADDITIONAL WORK REQUESTED OUTSIDE OF THE GUARANTEE. THE CONTRACTOR SHALL ENGAGE THE SERVICES OF A PROFESSIONAL WA.TEA MANAGEMENT COMPANY APPR0VEO BY THE IRRIGATION DESIGNER TO PROVIDE SUPPORT SERv,CES FOR H•E FOLLOWING IRRIGATION E.OUIPMENT: EXCESS FLOW SENS:'-'G ,<.t.:,(' <'A'N SHUT OFF ANO CALIBRATING SENSORS FOR EXCESS FLOW. INSPECT AND TEST CONTROLLERS ANO GROUND FAULT. PROVIDE TEC: !NICAL SUPPORT ON THE JOB SITE AS REQUESTED BY CONTRACTOR FOR CONTROLLERS, EXCESS FLOW SENSING AND AUTO- RAIN SHU·, OFF Sl:NSING SYSTEMS. 0\,/\ Londsco;,~ Acc·hilecoure • Planning l,.e; :'"1l(e. Ceritre ll 92~5 Towne Centre Drive. Suite 3i0 Sen Diego CA 92121-3002 619.550.)5"/5 • Fa, 550.i5BO "AS BUil T" APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS, RC: __ _ EXP ____ _ -· -----j " ··-------+------+---+----' LANDSCAPE IMPROVEMENT PLANS FOR. f---+--------···---·----·--· .. ·-· ------. ---+--·" ------+----+----I FOLR SEASONS RESORT T AT A.VIAR.A 1-------. ---+--··"··-·----------_--.. _-_-_ =====--=======-·--_,.. __ -_.---=--=-~:-=--=--=---=--=-:-=--=--=--=--=-~ f---...1---.. ~I -··------------·-···-•· ------·-t---·-·· . ---~· -_, -" _____ . ._ __ _ SPORTS CLUB -UNIT l 1-----+-----'-i-----------------. ----•-,·-·---I---+---·--•-·-- -----·-·---------··------·-----+·------i----+---1-----J I----+----'--------------·-····----. CMWD NO. 91-501 TRAINING IN OPERATION OF ALL EQUIPMENT, FIVE YEAR LIMITED FIELD SERVICE WARRANTY FOR CONTROLLERS AGAINST ORIGINAL DEFECTS IN MATERIALS AND WORKMANSHIP, WARRANTY SHALL BE PROVIDED IN WRITING. AVAILABLE THROUGH PACIFIC TECHNICAL SERVICE 23372 UNIT A, SOUTH POINTE DRIVE, LAGUNA HILLS CA. 92553 : DARYL GREEN (714) 837-4737 OR PAGER # : (714) 454-5009 PART 2 -PRODUCTS 2 .1 MATERIALS: ALL MATERIALS AND EQUIPMENT USED IN SPRINKLER IRRIGATION WORK SHALL BE NEW AND WITHOUT FLAWS OR OEFECTS ANO OF QUALITY ANO PERFORMANCE AS SPECIFIED. 2, 1. 1 PIPING; PIPE SIZES SHOWN ARE NOMINAL INSIDE DIAMETER UNLESS OTHERWISE NOTED. .1 POLYVINYL CHLORIDE PIPE -POTABLE WATER- ALL PVC MATERIAL SHALL CONFORM TO ASTM 01784. CELL CLASS 12454B. A. PVC PLASTIC PRESSURE LINES: FOR PIPING UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS, SHALL BE PVC 1120, CLASS 315 (SOR 13.5) CONFORMING TO ASTM 02241 OR SCHEDULE 40, CONFORMING TO ASTM 01765, B. PVC PLASTIC NON•PRESSURE LINES: FOR PIPING DOWNSTREAM OF REMOTE CONTROL VALVES, SHALL BE PVC 1120, CLASS 200 (SOR 21). CONFORMING TO ASTM 02241, OR SCHEDULE 40, CONFORMING TO ASTM 01785. C. IDENTIFICATION; FURNISH PLASTIC PIPE CONTINUOUSLY AND PERMANENTLY MARKED WITH FOLLOWING INFORMATION: MANUFACTURER'S NAME OR TRADE MARK, SIZE, CLASS AND TYPE OF PIPE, WORKING PRESSURE AT 73.4 DEGREES F., AND NATIONAL SNITATION FOUNDATION (NSF) RATING. . 2 POLYVINYL CHLORIDE PIPE FOR NON-POTABLE WATER· ( 1 ) PVC PLASTIC PRESSURE LINES: FOR PIPING UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS. ALL FOUR (4) INCH AND SMALLER SHALL BE PURPLE COLORED PVC MEETING ASTM-17B4, TYPE I, GRADE PVC-1120, CELL CLASS 12548. PIPE, ASTM 2241 FOR SDR CLASS PIPE, ASTM 2672 FOR 'ALEATLINE". PRESSURE MAINLINE; 1-1/2'" ANO SMALLER PIPE ·SCHEDULE 40 PVC 2" AND LARGER PIPE • CLASS 315 PVC, SDR-15.5 NON-PRESSURE LATERAL: ALL NON-PRESSURE PIPE -CLASS 200 PVC PIPE TYPE I, GRADE I PVC PIPE; OUTSIDE DIAMETER OF PIPE SHALL BE THE SAME AS IRON PIPE. PIPE SHALL BE MARKED ON TWO SIDES OF THE PIPE AT 24" INTERVALS WITH "CAUTION RECLAIMED WATER." SCHEDULE 40 PIPE SHALL NOT BE THREADED. SOLVENT SHALL BE AS SUPPLIED BY PIPE MANUFACTURER. PIPE SHALL BE PURPLE IN COLOR. . 2 BRASS PIPE SHALL BE IPS STANDARD WEIGHT 125 POUNDS, 85% RED BRASS. 2.1. 2 FITTINGS AND CONNECTIONS; • 1 FITTINGS FOR PVC PIPE FOUR (4) INCHES AND LARGER: THE COUPLING SHALL BE AN INTEGRAL PART OF THE PIPE BARREL. IT SHALL CONSIST OF A THICKENED SECTION WHICH HAS AN EXPANDED BELL WITH GROOVE TO RETAIN A RUBBER SEALING RING OF UNIFORM CROWW SECTION. FITTINGS SHALL BE JOHNS-MANVILLER RING TITE PVC FITTING, PACIFIC WESTERN OR EQUAL. • 2 POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS: TYPE 11, GRADE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING, TAPERED SOCKET OR MOLDER THREAD TYPE, SUITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED WITH FOLLOWING INFORMATION: NOMINAL PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC FITTING SHALL CONFORM TO ASTM 02464 AND 02466. . 3 BRASS PIPE FITTINGS AND CONNECTIONS: STANDARD 125 POUND CLASS 85% RED BRASS FITTINGS AND CONNECTIONS. 2.1.3 RISERS: .1 ALL SPRINKLER HEADS SHALL HAVE RISERS AND SWING JOINTS AS SHOWN IN THE DETAIL DRAWINGS ALL RISERS AND SWING JOINTS SHALL USE MARLEX FITTINGS AND SCHEDULE 80 PVC RISERS OR NIPPLES. 2.1.4 FITTINGS: .1 FITTINGS, IN GENERAL, FOR ALL INSTALLATIONS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT PRICE AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL OF REQUIRED FITTINGS TO COMPLETE THE CONTRACT, . 2 ALL FITTINGS FOR PIPE THREE (31 INCHES ANO SMALLER SHALL BE SCHEDULE 40 PVC . 3 ALL TEES FOR THE INSTALLATION OF SWING JOINTS WILL BE INSTALLED WITH DURA, LASCO TEE OR EQUAL 2.1.5 AUTOMAT\C CQNTAOL WIRE: .1 ELECTRIC WIRING RUNNING FROM CONTROLLER TO THE AUTOMATIC CONTROL VALVES SHALL BE NO. 14 SOLID, SINGLE CONDUCTOR, COPPER WIRE, 4/64 INCH INSULATION, 4/64 INCH NEOPRENE JACKET, STYLE BR (DIRECT BURIAL) OR EQUAL, COLOR CODE WIRES TO EACH CONTROLLER, COMMON WIRE SHALL BE WHITE N0.12 SOLID, SINGLE CONDUCTOR WIRE, 4/64 INCH INSULATION, 4/64 INCH NEOPRENE JACKET, STYLE BR (DIRECT BURIAL ) OR EQUAL . 2.1.6 COMMUNICATION CABLE· . 1 COMMUNICATION CABLE SHALL BE A DOUBLE JACKETED 14-2Uf AAINBIRD MAXI-CABLE OR EQUAL 2. 1. 7 SENSOR CABLE: .1 SENSOR CABLE SHALL BE MANUFACTURED BY ARIZONA ELECTRICAL FABRICATORS MODEL # 9316·2SP. 2.,.8 MONITORING DEVICES . 1 All MONITORING DEVICES SUCH AS FLOW AND PRESSURE MEASUREMENTS, SHALL BE AS SHOWN ON DRAWINGS. 2.1.10 120 VOLT WIRE TO CONTROLLER . 1 120 VOLT WIRE SHALL WIRE SHALL BE PER LOCAL CODE AS TYPE, SIZE AND QUALITY. INSTALL U.L. APPROVED CONDUIT A MINIMUM OF 24" BELOW GRADE FROM THE POWER METER TO CONTROL UNITS OR OTHER REQUIRED SERVICES. ALL SPLICES TO BE IN APPROVED PULL BOXES. ALL WIRES TO BE TWIN COPPER OR OTHER DESIGNATION AS REQUIRED BY CODE. ----------------·--------------·------------------------------------------------------------, 2.1.11 AUTOMATIC CONTROLLER: . 1 AUTOMATIC CONTROLLER: FULLY AUTOMATIC IN OPERATION AND CAPABLE OF OPERATING THE NUMBER OF STATIONS OF REMOTE CONTROL VALVES AS NOTED. . 2 CONTROLLER ENCLOSURE ASSEMBLY: PEDESTAL MOUNTED AS NOTED, WITH A SEPARATE STAINLESS STEEL ENCLOSURE, TERMINAL STRIP, ON/OFF DISCONNECT SWITCH WI 110VOLT GROUNDED OUTLET, RAINGUARD AUTO-RAIN SHUT-OFF DEVICE AND LOCKING, HINGED COVER_ AVAILABLE FROM PACIFIC TECHNICAL SERVICE 23372 UNIT A, SOUTH POINTE DRIVE, LAGUNA HILLS CA. 92553 • DARYL GREEN (714) 837-4737 OR PAGER # (714) 454-5009. .3 AUTOMATIC CONTROLLERS SHALL BE OF THE TYPE AND MANUFACTURERS SHOWN ON THE DRAWINGS OR APPROVED EOUAL AND INSTALLED PER MANUFACTURES RECOMMENDATIONS AND DETAIL DRAWINGS . 4 ALL CONTROLLERS SHALL BE GROUNDED BY COPPER CLAD GROUNDING ROD AND GENERAL ELECTRIC LIGHTNING ARRESTOR # 9L 15DCB002 (50 OHMS RESISTANCE REQUIRED) 2. 1. 12 REMOTE CONTROL VALVES, ELECTRICAL .1 THE ELECTRIC REMOTE CONTROL VALVES SHALL BE OF THE STYLE AND MANUFACTUR!cS SHOWN ON THE DRAWINGS, OR APPROVED EQUAL, AND INSTALLED PER DETAILED DRAWINGS AND MANUFACTURER'S RECOMMENDATION. . 2 VALVES SHALL BE INSTALLED A MINIMUM OF 6'" FROM ALL FIXED OBJECTS AND 12" APART FROM EACH OTHER. 2 .1 .13 MASTER VALVE (EXISTING) • SEE PLAN , 1 SHALL Bt OF THE STYLE AND MANUFACTURES SHOWN ON THE DRAWINGS, OR APPROVED EQUAL, AND INSTALLED PER DETAILS DRAWINGS AND MANUFACTURER'S RECOMMENDATIONS. 2.1.14 VALVE BOX NON-POTABLE· . 1 ALL VALVES INCLUDING PRESSURE REGULATING VALVES, MASTER VALVES, REMOTE CONTROL VALVES, GATE VALVES, AND QUICK COUPLER VALVES SHALL BE INSTALLED IN SUITABLE VALVE BOXES AS SHOWN IN DETAILS. ALL SHALL BE MARKED "PRV","MV","RCV","GV", OR "OF" RESPECTIVELY WITH STATION NUMBERS FOR CONTROL VALVES EMBOSSED ON THE VALVE COVER. ALL SHALL STATE "RECLAIMED WATER" IN ENGLISH AND SPANISH. (RCV BOXES SHALL HAVE LOCKING COVERS) OTHER BOXES SUCH AS PULL BOXES, ETC. SHALL BE MARKED ACCORDINGLY. VALVE BOXES SHALL BE PURPLE IN COLOR. 2.1.15 VALVE BOX POTABLE: .1 POTABLE VALVE BOX SHALL HAVE SIMILAR CHARACTERISTIC TO NON POTABLE VALVE BOX BUT SHALL BE GREEN IN COLOR. 2.1.16 SPRINKLER HEAD; .1 SPRINKLER HEADS SHALL BE AS RtQUIRED ON THE DRAWINGS OR APPROVED EQUAL, ALL SPRINKLER HEADS ARE TO HAVE FACTORY BUILT IN CHECK VALVES OR A CHECK VALVE UNDER EACH HEAD. SPRINKLER HEADS SHALL HAVE A FACTORY COLORED '"PURPLE RECLAIMED WATER" DESIGNATION AS A PART OF THE SPRINKLER OR IF NOT AVAILABLE BE PAINTED PURPLE AS DIRECTED BY THE CITY OF CARLSBAD. 2. 1 .11 QUICK COUPLER VALVES (NON-POTABLE>: .1 QUICK COUPLING VALVES SHALL BE OF THE MANUFACTURER SHOWN ON THE DRAWINGS. EACH QUICK COUPLER SHALL HAVE A MOLDED VINYL LOCKING COVER WITH ACME THREADS FOR RECLAIMED WATER SERVICE. . 2 UPON COMPLETION OF THE CONTRACT AND PRIOR TO FINAL ACCEPTANCE, SUPPLY THE OWNER WITH QUICK COUPLER KEYS AND HOSE ELLS OF THE QUANTITY CALLED FOR IN IRRIGATION SECTION 2.1.22. THE KEYS ANO HOSES ELLS SHALL BE OF THE SAME MANUFACTURER AS THE COUPLING VALVE. . 3 SHALL BE 1" SIZE AS MANUFACTURED BY NELSON SPRINKLERS CO. 2.1.18 QUICK COUPLER VALVE iPOIABLEl: .1 QUICK COUPLER VALVES SHAU. BE AS SIZED ON DRAWINGS; DOUBI..E LUGGED, LOCKING CAP, VINYL YELLOW TOP AND BRASS. . 2 OUICK COUPLER KEY SHALL BE OF BRASS/BRONZE WITH A HOSE BIBB ASSEMBLY. 2.1.19 GATE VALVES· .1 GATE VALVES THREE (3) INCHES AND SMALLER SHALL BE 150 POUND BASE, ALL BRASS/BRONZE CONSTRUCTION, SINGLE WEDGE DISC, INTEGRAL TAPER SEATS, NON-RISING STEM, SCREWED BONNETS, BRONZE CROSS HANDLE AND A BRASS,BRCNZE GROUND JOINT UNION CONNECTION AT THE DOWNSTREAM OUTI.ET. VALVES SHAI..L ElE CAPABLE OF BEING REPACKED WHILE UNDER PRESSURE. . 2 GATE VALVES FOUR (4) INCHES ANO LARGER SHALL CONFORM TO ALL APPLICABLE PROVISIONS OF SECTION 2.01.08 OF THE STANDARD SPECIFICATIONS OF THE CITY OF SAN DIEGO, DOCUMENT NO. 727731. . 3 SHALL BE SIMILAR TO THOSE MANUFACTURED BY KENNEDY, STOCKHAM,NIBCO OR APPROVED EQUAL 2.1.20 BACKFLOW PREVENTER: UNIT SHALL BE AS SHOWN ON PLANS OR EQUAL, AS APPROVED BY AACHITl'CT AND CARLSBAD MUNICIPAL WATER DISTRICT. 2.1.2 WYE $TRAINER (EXl$TINGl· . 1 WYE STRAINER SHALL BE CAST ASTM 81 BRONZE Y TYPE STRAINER, WITH A 20 MESH STAINLESS STEEL SCREEN ANO RATED AT 300 PSI. 2 122 FLOW SENSOR IEXISJINGl: . 1 FLOW SENSOR SHALL BE BRASS WITH MAXIMUM PRESSURE OF 400 PSI. MANUFACTURED BY DATA INDUSTRIAL 2. 2. 2 3 MANUAL CONTROL VALVE AND ATMOSPHERIC VACUUM BREAKER; .1 MANUAL CONTROL VALVE AND ATMOSPHERIC VACUUM BREAKER SHALL BE OF HEAVY DUTY BRASS CONSTRUCTION RATED TO 150 PSI. VACUUM BREAKER SHALL BE TESTED AND LISTED WITH THE CITY OF LOS ANGELS , IAPMO AND ASSE 2.1.24 CONCRETE FOOTINGS SHALL BE 2,000 PSI CONCRETE AT 28 DAYS. 2 1 .25 BACKFILL SHALL BE CLEAN FILL SOIL WITH NO ROCKS OR CLOD 112" OR LARGER. 2.1.26 WARNING TAPE : .1 SHALL BE PLASTIC TAPE PREPARED WITH SILVER PRINTING ON A PURPLE FIELD HAVING THE WORDS, "CAUTION: RECLAIMED WATER LINE BELOW" • THE OVERALL WIDTH SHALL BE 3 INCHES. • 2 WARNING (CAUTION) TAPE SHALL BE MANUFACTURED BY THOR ENTERPRISE, INC., P.O. BOX 450 SUN PRAIRIE, WISCONSIN, 53590, (PHONE: (608) 837-7197) 2.1.27 WARNING LABELS & SIGNS : SHALL BE APPROVED BY THE DISTRICT ENGINEER TO BE INSTALLED ON DESIGNATED FACILITIES. FACILITIES SUCH AS CONTROLLER ENCLOSURE AS DESIGNATED BY THE DISTRICT ENGINEER OR INSPECTOR. SEE COVER SHEET FOR ADDITIONAL REQUIREMENTS. 2.1.28 WARNING TAGS· ALL RECLAIMED WATER SPRINKLER CONTROLS VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. SEE COVER SHEET FOR ADDITIONAL REQUIREMENTS . 2.1.29 CONTRACTOR SHALi.. PROVIDE TO THE OWNER: . 1 THREE (3) CONTROL VALVE KEYS. . 2 FOUR (4) WRENCHES FOR REMOVING EACH DIFFERENT TYPE OF SPRINKLER HEAD, . 3 TWO (1) 48"" TEE WRENCHES FOR OPERATING GATE VALVES. . 4 FIVE (5 EA.) QUICK COUPLER KEYS AND FIVE (5 EA.] HOSE 618 ASSEMBLIES (POTABLE & NON-POTABLE). . 5 FIVE (51 KEYS FOR OPENING ANO LOCKING EACH AUTOMATIC CONTROLLER. PART 3 -EXECUTION 3. 1 GENERAL REQUIREMENTS; 3. 1 . 1 3 .1. 2 3.1.3 3.1.4 3.2 3.2.1 LOCATIONS ON DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE ONLY, AND SHALL BE CHANGED AND ADJUSTED AS NECESSARY AS DIRECTED TO MEET EXISTING CONDITIONS AND OBTAIN COMPLETE WATER COVERAGE. LOCATE AND STAKE ALL WORK AND OBTAIN APPROVAL OF THE ARCHliECT BEFORE INSTALLATIONS, INSTALL ANO EXTEND SYSTEM AS SHOWN ON THE DRAWINGS, ANO AS NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS . LOCATE LINES, VALVES AND OTHER UNDERGROUND UTILITIES AND RECEIVE THE APPROVAL OF THE ARCHITECT BEFORE DIGGING TRENCHES. REFER TO THE CITY OF CARLSBAD STANDARDS FOR RECLAIMED PIPE INSTALLATION. ALL CITY OF CARLSBAD STANDARDS TAKE PRECEDENCE OVER PLANS AND SPECIFICATIONS FOR THE PROJECT UNLESS NOTED AND APPROVED. INSTALLATION OF IRRIGATION SYSTEM: EXCAVAJ)ON AND BACKFILUNG OF TRENCHES: .1 EXCAVATE TRENCHES, PREPARE SUBGRADE, AND BACKFILL TO LINE AND GRADE WITH SUFFICIENT ROOM FOR PIPE FITTINGS, TESTING AND INSPECTING OPERATIONS. DO NOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECTED TO A HYDROSTATIC TEST A$ SPECIFIED. . 2 DEPTH OF TRENCH: POLYVINYL CHLORIDE PRESSURE LINE (LESS THAN 3") PRESSURE MAINLINES ( 3" AND UP TO 5 1/2") POLYVINYL CHLORIDE NON-PRESSURE LINE CONTROL WIRE 18" MINIMUM 24" MINIMUM 12" MINIMUM 24" MINIMUM . 3 TRENCHING THROUGH AREAS WHERE TOPSOIL HAS BEEN SPREAD: (1) OEP05 1 ~ TOPSOIL ON ONE SIDE OF TRENCH AND SUBSOIL ON OPPos·rE SIDF.. • 4 SUBSOIL SHALL BE FREE OF ALL ROCKS ANO CLODS 1/2 INCH IN DIAMETER, DEBRIS, AND LITTER, PRIOR TO USE AS BACKFILL WHCRE SO INDICATED ON DETAIL. . 5 REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE OR FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN INSPECTED AND APPROVED FOR TIGHTNESS, QUALITY OF WORKMANSHIP AND MATERIALS. . 6 BACKFlLL TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE AND APPROVED MATERIAL, TAMPING SOIL AROUND PIPE AND THOROUGHLY COMPACTING ALL TRENCH FILLS UNTIL 90% COMPACTION HAS BEEN ACHIEVED. , 7 BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROCKS AND CLODS 112" AND LARGER . . 8 CONTRACTOR SHALL NOT INSTALL PIPE ACROSS CONCRETE DRAINAGE SWALE. CONTRACTOR SHALL JACK OR BORE UNDER SWALE TYPICAL. 3.2.2 UNDER EXISTING AND /OR PROPOSED PAVEMENT . 1 TRENCHES LOCATED UNDER AREAS WHERE PAVING, ASPKALTIC CONCRETE QA CONCRETE WILL BE INSTALLED SHALL BE BACKFILLED WITH CLEAN FILL SOiL, IN A SLEEVE AND COMPACTED IN LAYERS TO 95% COMPAGTION, USING MANUAL OR MECHANICAL TAMPING DEVICES. TRENCHES FOR PIPING WHICH ARE NOT UNOER PAVING SHALL BE COMPACTED TO EQUAL COMPACTION OF THE EXlSTING ADJACENT UNDISTURBED SOIL AND SHALL BE LEFT FLUSH WITH THE ADJOINING GRADE. THE IRRIGATION CONTRACTOR SHALL SET IN PLACE, CAP AND PRESSURE TEST ALL PIPING UNDER PAVING PRIOR TO PAVING WORK . . 2 PIPING UI-/DER EXISTING PAVEMENT MAY BE INSTALLED BY JACKING, BORING, OR HYDRAULIC DRIVING. HOWEVER, NO HYDRAULIC DRIVING WILL BE PERMITTED UNDER ASPHALT PAVING. . 3 PROVIDE FOR A MINIMUM COVER OF 18 INCHES BETWEEN THE TOP OF THE PIPE AND THE BOTTOM OF THE AGGREGATE BASE FOR ALL PRESSURE AND NON PRESSURE PIPING INSTALLED UNDER ASPHAL TIC CONCRETE PAVING . RMISSION FROM THE R . 4 SECURE PE CUTTING 0 REPAIRS A OWNER/DE VE OWNER(OEV BREAKING EXISTING NO REPLACEMENTS LOPMENT, ANO SHALL ELOPMENT. OWNER/DEVELOPMENT BEFORE PAVEMENT. ALL NECESSARY SHALL BE APPROVED BY !!E AT NO ADDITIONAL COST TO ~-·~-)·--·--i ---. - 3. 2. 3 INSTALLATION Of POLYVINYL CHLORIDE PIPE: . 1 BECAUSE OF THE NATURE OF PLASTIC PIPE AND FITTINGS, EXERCISE C:AllTION IN l!ANDLING, LOADING AND STORING, TO AVOID DAMAGE. . 2 THE PIPE AND FITTINGS SHALL BE STORED UNDER COVER UNTIL USED, AND SHALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAV FLAT SO AS NOT TO BE SUBJECTED TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. . 3 ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCARDED UNTIL SUCH DENTED OR DAMAGED SECTION IS CUT AND REJOINED WITH A COUPLING. . 4 TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH GRADE TO THE TOP OF THE PIPE. THE BOTTOM OF THE TRENCH SHALL BE FREE OF ROCKS, CLOOS, AND OTHER SHARP-EDGED OBJECTS . . 5 PIPE ENDS ANO FITTINGS SHALL BE WIPED WITH MEK, OR EQUAL, DEFORE WELDING SOLVENT IS APPLIED. WELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL BE BEVELED TO REMOVE BURRS AND EXCESS BEFORE FITTING AND GLUING TOGETHER. . 6 PIPE SHALL BE SNAKED FROM SIOE•TO-SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. . 7 CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR INSPECTION DURING TESTING. . 8 NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTIONS HAVE BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING AND CURING. .9 PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS, METAL NIPPLE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH. .10 PLASTIC TO PLASTIC JOINTS: SOLVENT-WELD, USING SOLVFNT RECOMMENDED BY PIPE MANUFACTURER ONLY. .11 SOLVENT-WELD JOINTS: ASSEMBLE PER MANUFACTURER'S RECOMMENDATION. . 1 2 ALL PRESSURE PIPE 3" OR LARGER SHALL HAVE THE CORRECT SIZED CONCRETE THRUST BLOCK INSTALLED AT i;;VE;;RY ABRUPT CHANGE OF ALIGNMENT; AT GATE VALVES, TEES, ELBOWS, CROSSES AND ENOS OF PIP!' RUNS; OR WHEREVER THE CITY ENGINEER DEEMS ONE TO BE NECESSARY. THRUST BLOCKS SHALL BE INSTALLED AS PER DETAIL. 3.2.4 INSTALLATION OF BRASS PIPE: . 1 CUT BRASS PIPING BY POWER HACKSAW, CIRCULAR CUTTING MACHINE USING AN ABRASIVE WHEEL, OR HANO HACKSAW. CUT NO PIPING WITH METALLIC WHEEL CUTTER OF ANY DESCRIPTION. REAM AND REMOVE ROUGH EDGES OR BURRS SO SMOOTH AN UNOBSTRUCTED FLOW IS OBTAINED. . 2 CAREFUI..LY AND SMOOTHLY PLACE ON MALE THREAD ONLY. TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES CAU'.'<.ING IS NOT PERMITTED. 3. 2. 5 REMOTE CONTROL WIRING; .1 DIRECT BURIAL CONTROL WIRE SIZES; AS SHOWN ANO SPECIFIED HEREIN BEFORE. . 2 PROVIDE ONE CONTf:vL, WIRE ANO ONE COMMC'>I GROUND WiRi, TO SERVICE EACH VALVE IN SY'HEM. PROVIDE 4-FOOT MINIMUM EXPANSION LOOP AT E.O.CH VALVE TO PERMIT REMOVAL AND MAINTENANCE OF VALVES. • 3 INSTALL CONTROL WIRES AT LEAST 24" BELOW FINISH GRADE AND MINIMUM OF 4" FROM ANY PIPE OR FITTINGS EXCEPT AS TERMINAL POINTS, . 4 INSTALL CONTROL WIRES ANO IRRIGATION PIPING IN COMMON TRENCHES WHEREVER POSSIBLE . . 5 CONTROL WIRE SPLICES: ALLOW ONLY ON RUNS OF MORE THAN 300 FEET, SPLICES AS FOLLOWS: (1) STRIP OFF MINIMUM OF 2·1/2 INCHES OF INSULATION FROM EACH WIRE. (2) CONNECTING AND SPLICING OF WIRE AT THE VALVES SHALL BE MADE USING DURA SEAL CRIMP SPLICES AS MANUFACTURED BY RAYCHEM CORPORATION. CONTRACTOR SHALL REF!cR TO RAYCHEM INSTALLATION PROCEDURES USING ULTRATORCH 3 HEATING TOOL. NO OTHER SPLICES WILL BE ALLOWED. Lends:epe A:·ch,tec'-ure • Pionnit1g Lo Jolla Cantre II - APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11255 Towne Centre ['rive, Suite 31D Sen Diego. CA 92121-~002 618 c,50.1575 • fex 550 ISSO --•~--c--"AS BUil T II -•-,--------- RC" ______ ···-·-EX~---· D~ ~c .. --~~-~,----~--~ ·--------------· --·· . ··-· ~---REV fW[D 3Y .. .., .. ,. ·-:N~=:E:TC~ :JA -~ •-r• --•------,--•---------.. ···-·-·-··-· ----· ____ ,,,_,, _____ , __ ,, ___ ,_ --J ··-··· ~ CITY OF C A R L_ S 8 A□-' -s, : .. : , s j · -~ i ·-· --. --·----------... ---·-JEPA~,M'.~1 1 · 31 ! ' __ ... .£l:-fefllNG r-··"~---' --···· .. ·---~· ""'"~ ...... ~, I I -~--·~~-,-----·-·--·· LANDSCAPE IMPROV~MENT PLANS FOR; ' FOUR SEASONS RESORT i---~---· .. I "-'o\~NDSCA~ r-------·--·-. -· ·----~--' ~ AT AVIARA i 't!Q/JI ,f,P, -·----·--SPORTS CLUB -UKIT 1 J ~ . ----· ---·-·. ----·•-,•·-~ --· AP~ROVE~j---.. ¼ 2 . "-.??£~] ~\;' ,,/ v ~ f\ ---·· ·"''••-·~-~ ... ---·- ' ----~----,.,., ____ ~---,.,• ~---~-. ~.f..'(....J.7J')Jl,r~, · .. ~.~ ~~----· -.. -. ASSIST Ml, P_ANNII\G O!RE:TOR Q?,TE J.:.;.., Doto _/4:,.,"<-'U OW'-: BY: PROJEC~ 035°1~~~ DATE JNI ![AL ,. ~-~--...... , ~ NO. DATE , IN! 1 I AL OA"E INJT:AL ----,//r ~-v;. CHKO BY, CT 95-02 or c~~ ,, ENGlNEf'.R OF WORK REVISION DE SCRIPT ION OTHER ,rPROVAL CllY APPROVAL RVWD gy, . - ------·------·--------------·--------------------------·---·------------------·-----------·---------------------·------------------------------------------------------....I CMWD NO. 91-501 3.2.6 AUTOMATIC CONTROLLER: .1 AUTOMATIC CONTROLLER SHALL BE INSTALLED AS SHOWN AND DIRECTED. CONTROLLER SHALL BE TESTED WITH COMPLETE ELECTRICAL CONNECTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY POWER TO THE CONTROLLER FOR OPERATION AND TESTING PURPOSES. . 2 CONNECTIONS TO CONTROL WIRING SHALL BE MADE WITHIN THE PEDESTAL OF THE CONTROLLER. ALL WIRE SHALL FOLLOW THE PRESSURE MAIN IN SO FAR AS POSSIBLE. . 3 ELECTRICAL WIRING SHALL BE IN A RIGID PVC PLASTIC CONDUIT FROM CONTROLLER TO ELECTRICAL OUTLET. A CERTIFIED ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING All-WIRING TO THE SUB-PANE:LS, CLOCKS, OR ELSEWHERE AS REQUIRED, IN ORDER TO COMPLETE THIS INSTALLATION. A DISCONNECT SWITCH SHALL BE INCLUDED. . 4 CONTROLLEFI SHALL BE INSTALLED WITH VANDAL-RESISTANT ENCLOSURES AS CALLED FOR ON THE DRAWINGS (STAINLE:SS STEEL) AS PROVIDED BY THE MANUFACTURER ON ADEQUATE CONCRETE FOUNDATION. 3.2.7 VALVES· .1 ALL VALVES SHALL BE INSTALLED AS SHOWN IN THE DETAILS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND AS REQUIRED BY THE CITY OF CARLSBAD FOR IDENTIFICATION, PER RECLAIMED WATER STANDARDS, IF USED. . 2 ALL AUTOMATIC VALVES SHALL BE SIZED AS SHOWN 0111 PLANS. GATE VALVES SHALL BE LINE SIZE. • 3 INSTALL EACH CONTROL VALVE 1111 A SEPARATE VALVE BOX WITH A MINIMUM OF 12" SEPARATION BETWEEN VALVES AND 6" FROM ANY FIXED OBJECT OR STRUCTURE. 3.2.9 VALVE BOX: .1 INSTALL VALVE BOXES AS SHOWN ON DETAIL. INSTALL NO MORE THAN ONE VALVE PER BOX. VALVE BOXES INSTALLED NEAR WALKS SHALL ABUT FROM THOSE: ITEMS AND THE TOP SURFACES SHALL BE FLUSH WITH ITEMS LISTED ABOVE. . 2 ALL BOXES ARE TO BE MARKED AS TO THE TYPE OF VALVE, CONTROL STATION NUMBER IF APPLICABLE AND IDENTIFIED AS REQUIRED, PER RECLAIMED STANDARDS. 3.2.9 SPRINKLER HEADS: . 1 ALL SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS SHOWN. . 2 NOZZLE SIZE OF ALL HEADS SHALL BE ADJUSTED TO SUIT ANY PARTICULAR CONDITIONS OF THE AREA. THIS SHALL BE DONE AFTER THE SYSTEM HAS BEEN THOROUGHLY TESTED, IMMEDIATELY AFTER WRITTEN NOTIFICATION BY THE ARCHITECT TO 00 SO 3. 2. 1 O QUICK COUPLER ASSEMBLY: . 1 INSTALL ALL QUICK COUPLERS AS INDICATED ON DRAWINGS AND AS DIRECTED. SET ALL VALVES PLUM8 AND TRUE TO FINISH GRAOE AND A MAXIMUM OF 12 INCHES FROM PAVING, WALKS, HEADERS OR CURBS, AND AS SHOWN ON PLANS AND AS DIRECTED. 3.2.11 GATE VALVES· . 1 INSTALL WHERE SHOWN AS DETAILED. 3.2.,2 WARNING TAPE: WARNING TAPES SHALL BE INSTALLED DIRECTLY 0111 TOP OF THE PIPE LONGITUDINALLY AND SHALL BE CENTERED. THE WARNING TAPE SHALL BE INSTALLED CONTINUOUSLY FOR THE ENTIRE L~NGTH OF THE PIPE AND SHALL BE FASTENED TO EACH PIPE LENGTH BY PLASTIC TAPE BANDED AROUND THE PIPE WITH FASTENERS NO MORE THAN 5 FEET APART. TAPING ATTACHED TO THE SECTIONS OF PIPE BEFORE LAYING IN THE TRENCH SHALL HAVE FLAPS SUFFICIENT FOR CONTINUOUS COVERAGE. ALL RISERS BETWEEN THE MAINLINE AND CONTROL VALVES SHALL BE INSTALLED WITH WARNING TAPE. A SECOND WARNING TAPE RUNNING CONTINUOUSLY ABOVE PIPING TO BE INSTALLED 12 INCHES ABOVE RECLAIMED WATER LINE. 3. 1 .13 WARNING LABELS & SIGN: INSTALL WHERE SHOWN AS DETAILED 3.1 .14 WARNING TAGS: INSTALL WHERE SHOWN AS DETAILED 3.2.15 BACKFLOW PREVENTER: . 1 BACKFLOW PREVENTER ASSEMBLY SHALL BE INSTALLED 1111 ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, LOCATED AND AS DIRECTED ON DRAWINGS, AND SHALL CONFORM TO ALL APPLICABLE CODE AND ORDINANCE REQUIREMENTS. . 2 EXACT LOCATION AND POSITIONING SHALL BE VERIFIED ON THE SITE BY THE ARCHITECT. 3.3 CLEAN-UP; AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF THE PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED 1111 ACCOMPLISHING WORK. HE SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, ANO CONCRETE AREAS ADJACENT TO THE PLANTINGS. END OF SECTION .__ _________________________________ . Dote Plot:ed: IRRIGATION NOTES WATER SOURCE STATIC PRESSURES AT RECLAIMED WATER CONNECTIONS ARE CALCULATED WITH A 384 FT. HYDRAULIC GRADIENT_ STATIC PRESSURES WILL RANGE FROM 47 PSI TO 121 PSI.LOWER STATIC PRESSURE WILL REQUIRE A BOOSTER PUMP AND THE HIGHER STATIC PRESSURE WILL REQUIRE PRESSURE REGULATED MASTER VALVE THIS WATER PRESSURE INFORMATION WAS OBTAINED FROM THE CARLSBAD MUNICIPAL WATER DISTRICT 1996 CALCULATED PRESSURE FOR EACH POINT OF CONNECTIONS ARE SHOWN ON THE PLAN$_ THE CONTRACTOR SHALL VERIFY WATER PRESSURE BY DIRECT MEASUREMENT 1111 THE FIELD. EXISTING PRESSURE IS NOT AS STATED ON THE PLANS THE CONTRACTOR SHALL NOTIFY THE OWNERS' REPRESENTATIVE BEFORE BEGIJ\NING INSTALLATION. 1. IRRIGATION SYSTEM IS DIAGRAMMATIC AND SHOULD BE VERIFIED IN THE FIELD BY THE CONTRACTOR IF CHANGES ARE NOTED IN THE FIELD THE CONTRACTOR SHALL NOTIFY ARCHITECT AND OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF IRRIGATION EQUIPMENT_ CHANGES MADE IN THE FIELD MUST HAVE WRITTEN APPROVAL FROM THE OWNER FOR ADDITIONAL CHARGES TO THE JOB. 2_ CONTRACTOR SHALL INSTALL THE FOLLOWING UNLESS OTHERWISE NOTED ON THE PLANS A_ ALL LATERAL END RUNS ARE TO BE 3/4" 8. ALL LATERAL (NON-PRESSURE LINES CONNECTED DIRECTLY DOWNSTREAM OF THE REMOTE CONTROL VALVE) SHALL BE ONE SIZE LARGER THAN THE REMOTE CONTROL VALVE. C. MAINLINE END RUNS ARE TC ~ I Yi<" 3 CONTRACTOR SHALL INSTALL 6" POP-UP HEADS ALONG FUTURE WALKS AND CURBS TYPICALLY. NO SHRUB HEADS ON RISER WILL BE ACCEPTED ADJACENT TO FUTURE WALKS AND CURBS· SEE PLAN. POP-UP HEADS SHALL BE USED WITHIN 10' OF ANY PEDESTRIAN USE. 4 CONTRACTOR SHALL VERIFY LOCATION OF WATER AND ELECTRICAL POINT OF COi',NECTION WITH OWNER CONTRACTOR SHALL PULL NECESSARY PERMIT FOR WATER. ELECTRICAL. AND TELEPHONE -VER:FY WITH OWNER SYSTEMS ON THIS PROJECT ARE CONTROLLED BY COMPUTER IRRIGATION CONTROLLERS CAPABLE OF TELEPHONE COMMUNICATION. FLOW SENSING AND SOME HYDRAULIC OR ELECTRICAL DIAGNOSTICS CONTROLLER LOCATION ARE SHOWN DIAGRAMITICALLY. FINAL LOCATION TO BEE APPROVED BY THE OWNERS REPRESENTATIVE 5. ALL PIPE AND WIRE RUNS INSTALLED UNDER PAVING SHALL BE SLEEVED. CONTRACTOR SHALL INSTALL SCHEDULE 80 PVC SLEEVES FOR ALL MAINLINES. LATERALS AND WIRING UNDER VEHICULAR PAVING. CONTRACTOR SHALL INSTALL SCHEDULE 40 PVC SLEEVES FOR ALL MAINLINES, LATERALS AND WIRING UNDER PEDESTRIAN PAVING. ALL SLEEVES SHALL BE TWO TIMES THE DIAMETER OF THE PIPE OR WIRE BUNDLE BE SLEEVED (2" MINIMUM) OR SIZED NOTED ON DRAWINGS. SEE PLANS FOR MINIMUM COVER REQUIRED FOR SLEEVES . 6. CONTRACTOR SHALL COORDINATE LAYING OF PIPE, SLEEVES, AND WIRES TO ENSURE THAT HE HAS ADEQUATE MEANS OF CONNECTION· SEE PLANS. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITIES FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 8. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLERS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO WALKS, ROADWAY AND /OR BUILDING AS MUCH AS POSSIBLE 9. CONTRACTOR SHALL INSTALL "RAINGUARD" AUTOMATIC SHUTOFF FOR IRRIGATION CONTROLLER, MANUFACTURED BY WATER CONSERVATION SYSTEMS INC. INSTALL PER MANUFACTURERS RECOMMENDATION. 10. BACKFLOW PREVENTER (REDUCED PRESSURE BACKFLOW PREVENTER ) SHALL BE EXISTING FOR RECLAIMED WATER SYSTEM AND NEW FOR POTABLE WATER SYSTEM. 11. IN CASE OF WIRE FAILURE THE CONTRACTOR SHALL INSTALL TWO SPARE CONTROL WIRES FROM THE CONTROLLER TO THE FARTHEST VALVE ON EACH LEG OF THE MAINLINE. THESE WIRES SHALL PASS THROUGH ALL VALVE BOXES ALONG THE MAINLINE ROUTE. THESE WIRES SHALL BE A DIFFERENT COLOR FROM THE OTHER CONTROL WIRES AND BE LABELED AS SPARE AT CONTROLLER CABINET, IN THE VALVE BOX OF THE FARTHEST VALVE AND OTHER VALVE BOX . 12. USE OF RECLAIMED WATER REQUIRES THAT ALL PIPE, SLEEVES, SPRINKLER HEADS, REMOTE CONTROL VALVES, QUICK COUPLER VALVES AND VALVE BOXES BE IDENTIFIED AS CONTAINING RECLAIMED WATER. ALL INSTALLATIONS SHALL BE ACCORDING TO CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS. OCTOBER 1993 AND LOCAL CODES AND STANDARDS ALL PIPE FOR THE INSTALLATION OF SYSTEMS USING RECLAIMED WATER SHALL BE PUIRPLE PIPE. > I f'O.C. e, Rl'UUIMe'D :Sf'5reM DATE: 1017/96 ----'-----+----'PREPAREDBY: JOB NUMBER: 89-065 MARVIN H. TANIGUCHI J08 TITLE:. FOUR SEASONS RESORTSiSPORTS CLUB UNIT 1 ' HGL: 364 H~~~~~~-c:t~~~~~~~~r SYSTE_~: 1,,, ~~~~~~iDP~~~U~E: .• • •.. ·s~:4 .• $'rAilDARDSY$'fE:'ML.OS$E$ ····• ?fr . ,,.. ' • . .............. I T SIZE • .. ··•·. PSI LOSS .. --···----1' ·----- ___ _:W_::_A_::_T-=E:cR. METER:j 6" TURBO 0-90 BACKFLOW PREVENTER·: 6. i 10. 00 ____ ,,_ 2" ! 1 .20 i 25 00 3" i 1-00 3• 3.00 --- I 3.00 - -4· 3.40 ·------------·-5.00 -- 0 ___ HGL OF STREET MAIN ELEVATION:: -'---1 0"--4-'------i---- ~-ELEV OF IRRIG. HEAD@ HIGHEST POINT·: 6 4 __ :__ ___ _ ELEVATION DIFFERENCE: -40 , .... i eeev o,,. ,.,,.,--_-,-7-.32 ¢(Ass:fodi:'\/c'p1pE'.i-l.bi-l.;.PRESSU.··.··.R .. e· ·:·:::c;;,:;::,:nr,· · ··••··"·' ---~--, '<"''""'"'' •"' . . -· P!PES:ZE 3/4" ---'-- LENGTH ___ ___:Cf'M,,,_ 70' 8.4 PSIL.OSS I 2 .49 r·-·----·-·-+--· --·----- <---1 _· ---+- 1 -1 / 4" 70' 65' ' .. 16-8 ·-· 25 2 .. ~ 2 .71 ----'----------··· _ _;_ _______ _ 1 60 ' -------- i - ' _ _± __ 6.86 _: _ __?JF'E SIZE ' LENGTH 1' _ G=M'---'--------i------'---PSI LOSS ____ _ 1-1/4" , -- --· T -·-· •. -------1-1 • 1 /2 ~ ! : ···---~---· ---- 2. I-----~·-··· , _____ _ ; 240' 50.4 1.82 I ' ----=---'--'-----. +--~---+·· .. -==----1------ ~. _4-'---"--+,' --'7-"6'-"0'---' _ '-------"s--'-o-'---. 4'---------'-·····---=o'-'-.6"-8"--~----__ ~----- , I -· -··--·l-, -----'--···----· SUB TOT AL ~• ---=2-'-'5'--'0'---------'-i _ _ _____ __ 2 5 O I I TOTAL PRES.SURE LOSS·. 44.54 _,,_, ____ _ _2-1/2" --··· - ,--- ---·-·~, ---- ' ---·--···"'" ···-- -··--__ ---'--------' AVAILABLE PRESSURE (PSI):·.. 85 o-ii-r----------;---_ -· ·-.i____ A'-'f'l::-ABLE RESID~AL PREssu_~E.--I, --4-a-. 4-6-.., I ---+,---, , __ --+ PRESSURE I ___ _J_i __ ADEQUATE ------ DATE: 1017196 JOB NUMBER; 89-065 PO l-'H '/ME>.Z. ~ BT6T1:::':J-1 PREPARED BY: . _,, ___ ,_, _____ -"·-·······--····· "·-···-------'--'--'---=--:--=---==--='-'--'-' MARVIN H. TANIGUCHI JOB TITLE: FOUR SEASONS RESORTS/SPORTS CLUB· UNIT! _ti_'.(Q':1111,l_~IC CALCULATION REGULATED PRESSURE: ' 7 S ... '.: METER NO. P:O:C./POL· SYSTEM: M:2' ,J GPM: · 2 6 ,4 --. ····-··--·-. $TANQA8i.5$9$i'\"'~L/'i$§'~$\' 1 !!!'!\>iiiii:li/t· ······. $~ .. :,.,L ·•:·P$l•'toss·•·· ~-----·L·-·····--··-....... __ I WATER METER:: 1-112· 1 .50 8 50 3/4" 1 " 1 · 1 /4" 1-1/2" 2" 2-112" BACKFLOW PREVENTER(REOUCED PRESSURf"I: i 1 " ~·-i 120' -------------- -+-----'8---'0_' --I--1 7. 6 8.8 ! 5" 26.4 2" . --. --·--.. L .. -· --·-··-· ------' 1.1._..0 _ _J 40.00 3.00 1.00 5.00 -0 43 .. ,_ ........... __ _ ··-·-, ...... , ~----·-----I ----'--------1-----------l---------·-·-, ...... SUBTOTAL ctASS315.PVCPIPE~PAE'.ssUFiEMAINliNE 7.48 PIPE SIZE I LENGTH : : ; ;::---~ --- ------- G'M."----'------'PS_::_:_I :::LOSS=--=-::__+! __ _ -+1 ________ 1 ··-·----· ---· : -I-----------+--______ ,,, __ ---··- __L 175' 26.4 1.02 2-,12· I--~~-----....... ,., ~ I ----+-----+--· ---.. -·---·-·---·-··-- ' 3" 4· -. ·······-------'-----, ---, ----·------·+-·· ! ' l ' ' isus TOTAL ' I .. 1.02 ·-·-· ....... -..... . . ·"··· - TOTAL PRES.SURE LOSS: 1.02 68 .16 ----------__ I AVAILABLE PRESSURE (PSI) 75 CO .. t _··-_-_-___ A~v_A~!LA~· s,L£. REs,ou-:L PRE_sstJRE{-s,a4 _ ----L ---······-j ----~-:~A~- La.ilds~1;ipe Architecture • PletHt:llg La Jolie. Centre II APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. 9255 Towne Centre Drive. Suite 34D San Diego. CA 92121·3002 619.550.1575 • Fax 55D.l580 II AS BUil T II --------------- EXP ___ _ DATE RE Vl[W[O 3Y, -------------- =:._=:--~~.-· ~: ___ ·-· ______ ---_-_ -:_-=::~;-----+---·-_,--~=,---___, IS"5bl CITY Or-CARL Sl3A □--f"'EEJ 1 ~ PLANNl~G DEPARTMD,: 31 _____ _l_ __ . -. ·--. ··-·--·------------------' --,-,,. ~--+----'--· ·-- i --.-f---------1------__________________ ___;___ __ ··· "-----+----+---~ LANDSCAPE IMPROVEMENT PLANS FOR. f---~' --·--··-----·--·-----·-----··------------,~-+---1-----FOUR SEASONS RESORT T c_ __ -~, ---------------••c·••--•·-~ ,-. ---•• -~' ---+---1----<----J I i . AT AVIARA SPORTS CLUB -UNIT 1 f----+,,--~l--------------.-,,---+--------,----1------l~A~P~PR~D~Vfi~of=;_/~/~/Z~/f7rA~:::,::~~~~t'-~··~~~~~ l-----'----+---------------'1 -----+---+-----1--------' __ ---"/~//Y?',c=u...c:.'J!=------~tf,~-,11-97 7 f---+----'------------------·--·-··---+----+----I---•--+---•· f--------1-----+I __________________ . 'i---+---1----~-_, ASSISTANT PL,:,NNJNG OIRE:TOR OA-E ! ~=:;:::::::==:::::::::::::;-;:::::::::::::::::===:=======::::;:::-=-_:__:::-:::.._:::::._-::::::-_~ ------~--------+-D_A_T_E-t-j,·-IT-!-AL-+-□-A_T_E-t-lN_I_TI_A---IL Q,it-: 8Y; PRCJECT NQ. CRA,/!NG NO.! CRHV~1°o BBYY: __ --CT 95-02 351-8L1, OTH,R APPROVAL CITY APPROVAL , CATE !NITJOL . EN~:NEER OF WORK REVISION DESCRIPTION I CMWD NO. 91-501 l + \ ' 115()' s :, \ 2 WAS. ROB. a JAC. MIN. .S·48" BOX MUL Tl-TRUNK 3-60" BOX j__......._.._ 12" O.C. PEL. PEL. FLATS / KINGFISHER 0, I \ , 12" Q.'C. ,~Ar $PL. FLA S· EL.\ALB: ' \ HET\ARB.\ 15 'CAL. --------....::::::::===:: i I , \ \ I '/'·"---25' X 25' CORNER S1Gr1f / DISTANCE TRIANGLE L_./ -, r.:: ~-""" \ \ \---"·----I---''---- I I I I I --, PHO. TEN. -----....,----r--------"--------\ / 15 GAL. 100 . 5 GAL, 4 60" BOX' RHA. IND. 'BAL.' 1Pll.-TO . 'W.D! KOE: SIP. MUL Tl-TRUNK ' \ I \ \ I ' ' I E9 -~:::t::::---- ---. ' ,.f----+--< ---z----- 20 0 1 0 20 40 GRAPHIC SCALE IN FEET 15 GAL. 11"2- 5 GAL. sciz. 1 GAL. -...J _, RHA. IND. 'CLA.' RHA IND. 'BAL.' -401/. PIT. TOB. 'W.D.'-601/. AGA. AFR. 'P.P.' I I \ \ ,..\,:, \·+ .' \ \ \ DATE INITIAi. / // ' ENGINEER OF WORK REVISION DESCRIPTION --Z:---..--- 12" O.C. FLATS SI 36" BOX 44- 36" BOX GAZ. SPL. MIXED COLORS PYR, CAL. 'ARI.' POD. GRA. EXISTING PALMS \ \ ' ' ' ' ' I --·----·----j""f'//, ,, I I APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. --" ----._,.-,- ' ~ ' Landscape Architecture • Planning La Joli" Centre II 9265 Towne Centre Drive. Suite 340 San Dleao, CA 92121·3002 619.660.15?5 • F&x 550,1560 II AS BUil T" RCE ___ _ EXP. ____ _ DATE REVIEWED BY: INSPECTOR DATE ·-+--~IS2HE9ETI CITY OF CARLSBAD ~7 PLANNING DEPARTMENT l__l£_j ~L=A=N::;;D::;S:;;C~A~P:;;;E::;:;lM::;;P;::;R::;O::V::;E;::M::;E;::N::;;T::;;:P=L::;:A::NS:;:::::F;;:0;:::'<::::,====--:::::===: DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL FOUR SEASONS RESORT AT AVIARA SPORTS CLUB-UNIT l ow~ BY: PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD gy, CT 95-02 351-BL c " Cl' au o-' ,o v I 0, "" -0 0. z:;: -'-' -~ 1) o E ~ 0 0.. z <( " z= L----------------------------------------------------------------------------------------------------------------------------------------::-:-:-:-:-:::--:-:--:::--=:--:-:-:-~o~ Dote Plo\\ed' 2/18/97 CMWD NO. 91-501 ' "\ \ ' \ \, \ \ / / // / / /,~- / I 0 Date Plotted0 10/12/96 \, -~~j \ \ \\ "' I ' ~\ en ' ' I_ A W >-'\ 1....1 \, w :r.: en w \ LL! ·, VJ 1....1 \ z \ ·-' :r.: // (, __ ;i •·-,,./ ◄O: ::., / / ~/( / ,/ / / ~' ' w 8" O.C. 4" POTS ANNUAL COLOR _,.,/ L A W '.J 12 LIO. STY. 'P.A.' 36'' BOX \ ' N 12''oc. FLL1S ' L A W N ~AZ. :Sf\,.. Ml XE'O ~ 0 + --✓ (]) " -,--- .,; ... L A W N I ---i L~-----'-----J _____ _1_ ___ _j IO'J~---------·~-,--G>--~~1~-~,~------0 ~-----,--.--~~-------- LAGOON r b±=---+--~----+---d L AW N IL_, __ _t, __ ...... =io,-....,.--,,.,.c:__._'._ __ _,._ ~--·i;::11lQ&W.t¥H!IEM,M.JjH]YB:h_. ___ "' 1 G.AL. -, ----------114 I li<HA. IND. 'BAL.' --'-'--'---+-'...::.:c.c:...::=..:....:::.:...::.:.. _ __,o 5 GAL. ---------_______ 4~~-'3'-tG.:_R_:::_E._N;.;::.0E=---- 5 GAL. /t,,-Z I STR. REG. 15 GAL. 0 CD / ,-_' ,., ____ :5_--1,-P...:.IN...:. . ...:.TO.:..;R...:.· __ _ 36" BOX , 0 +-------· --- ~·-·---x--0-----;;1 I/ I z 20 \ ,J 1 0 20 40 GR~F'HIC SCM_E IN FEET \\ I \ \ I_ I \ \ I \ I I I \ I \ I I ' \ ' -- -------+---~ I \ \ \ \ \ -I I I I \ \ \ \ / \ I \ __________ 50_----11---'P---'l~-"-I. _._C::,..::.AN.-.:._. ___ __. 11 0· 15 GAL, I I ~rl Ht:-1 A~e, _______ ..(._) 15 GAL. ---------------------12" O.C. GAZ. SPl. 'S,,Y.' --·----t--=--=-c::.::....::c..:_:_ __ FLATS D~L--AL-I?. 58 ARE. ROM. 10'8.TH. 10 KOE. BIP. 48" BOX MUL Tl· TRUNK ~·~~~· ·~---~~--- --·-·-~---· : --·-·--~---~ ' --·-·--~----~ I ~---------~ : -~--~----·-.. -------' -~---~-~-·--·--~~---' I --·--,-~---·-·-i -·---~-,-... ~ ----·---·-~-~--- i ----· ' -·-------·~~-DATE j !NITIAL ENGINEER OF WORK REVISION DESCRIPTION I I I I I APPROVED FOR PLANTING Le1r1daeape Arehlt1!!-el1tlre • Planning Le Jolie Centre It 9255 Town" Centre Drhe, Suite 340 5811 Dle110, l;A 021l!J·3002 . . ' <IX 01~ 1;50 l'>75 • F 550 rnso "AS 13UIL T" AND IRRIGATION ONLY ··-·--~·- INCLUDING PI~ECISE RCE: E Xf'. D,ATE LOCATION OF R[Vl[W[[) BY PLANTING AREAS. INSPE:CT,JR DATE: ' ; 15~1 CITY □F-CARLSBAD] !1 :3HE:ETS ~--~--DE:l',ARrMENT L31 ' Pl ~NNIN(; I ------Lei N'.JS CA"E IMPROVEMC:NT PL ~,NS FCR:: '! FOUR SEASONS RESORT 1 ' AT AV IARA ' ' SPORTS CLUB-UNIT 1 APPFIOVEO a; ,t' / 6-,,27-u_ I , , :,,:,, ' ASSl3TANT PLANNING Dl'lECTOR DATE ' DWN BY: ~ DATE INITIAL DATS INITIAL PROJECT NO. DRAWING NO. CHK[I BY: _________ CT 95-02 351-SL OTHER APPROVAL C:Ti APPROVAL RVWO BY "' <: 0 O> 0~ 'N "S"Q O> I • O> o~ Zo, ~ <.> <.> " .~ q) o E ~ I] n. z ' <;( llj :: ___________________________________________ _Jz -,, ot:;: CMWD NO. I I I I , I I I I I i ! I I I ' \ \ .. ' , '~4...-'--"'-\ . .,...>-· ' I I I I I I , I I ) . ; ' . \ , .. / / \ \ /Ot-10TE/ LocAtE Au'. irl'!EET Tiiii1as ·s. FT. cilltN.l · ' / OUTiOF R.O.W/O~·At.t: PUBLIC STREETS'·. ,/ AN!) 3 FT. (MIN.)/OIJ_T__OF GENERAL UTILITY ;"· & ACCESS EASfiMl:NT ON ALL PRIVATE / STREETS. , /· . . ·, ', ! " _/ / \ \ ' ' ' ! \ \ \ \ \ \ \ \r \i ' ' \ \ ' \ ' . \ \ \ \ I \ \ \ \ ' ' \ \ ' \ \' ?--48 5 GAL. HYDROSEED MIX •1 RHA. IND. 'BAL.'-401. PIT. TOB. 'W.D.'-601. o ,-12_ .. _o_.c_. -+--:-G,.,,'Az,,,, .. ='-sP...;L..,..... ~--V/ /J1 FLATS MIXED COLORS ~ \ ,.... ···- / MATCHLINE SEE SHEET 32.. ---z------ 20 0 1 0 20 GRAPHIC SCALE IN FEET 40 0 '-,;-:;;::-::3:-=--:-:-+-::-:p Y=R~. C::..:.AL=--~• A:_:_R.._._I. •-~ 36'' BOX STD. 42 WAS. ROB, 12' B. T.H. '\ '• I / / L AW N \ \ .. (J') MATCHLINE SEE SHEET ?,c, APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. Land•oape Architecture • Planning La Jolla Cantre II 9266 Towne Centre Drive, Suite 840 Sen Diego, CA 92121-8002 619.560.1576 • Fax 660.1680 "AS BUil T" RCE ____ _ O:P ___ _ DATE REVIEWED BY INSPECTOR DATE t----+----+----------·-------+-----l-----l--+--~ crTrANg~ □rP~R~M~~BA □ ~ ·-------+--~-______ji-----_j___ _ _J i;=LiAN;;FO~STCA;;.,;P~E::;lmM;,;;iPR,s:;O~V;;EM:;E;:;:N:;T :::;P;:L::;;AN:;S;=;:F O;;R;:::: ====='-~==::::! FOUR SEASONS RESORT AT AVIARA SPORTS CLUB-UNIT 1 APPROVED CMWD NO. i-··! ' -----------~_J''--""' ., C • \ \ \ \ \ \ \ \ Date Plotted' 10/12/96 \ \ • \ \ \ I, \ \ I \ \ MATCHLINE SEE SHEET 3. 1 . ' \\ ', ' . \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \_ \ ' \ \ / 20 t: i, \ \ / / { ••• <' I \ \ // ''t,a<, -'~ ~J::.•'' //) "'"''=--"=--=-,,= ... _,.. ___ ...,_ --"""-""'--""'-"'·. ""-----· --. --·. ' ' ;,,, I,; ~-·: ·,, " "',' ·, ' . ,, 'I . ,,;a•_dti: . .: ··-• :::..: ... "',-, ,,...;;:: .. ...::===-4--4 ... ---z.-------- 0 10 20 I ___ I GRAPH!: SCALE I~ FEET 40 :::J DATE INITIAL ENGINEER OF WORK --,z---- __ ,,Jil---+----------·"'·~ ' ,, --·-~-~· ~] _, __ j ,) - 1, ·--·-- L_--~-- -i------x----lil-•--·-Z---....... ·----, ,~, ---------~-----' I ' ____ ,__ ,----1 \ \ Lendsoape Arohitectu.-e • Planning La Jolla Centre II ,--\. 9266 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 6111 61'>0 16'16 F 0 . • ax 56 .1580 --"AS BUil T II APPROVED FOR PLANTING -AND IRRIGATION ONLY ., • 'r .~m,d.i, .::I ;; -'• ... <" INCLUDING PRECISE RCE----~-EXP. ___ ,, _________ DAT[ . .. -·~--.. "'-~ ... LOCATION OF R[VIE:W[D BY, PLANTING AREAS. INSPECTOR DATE ~[CITY OF CARLSBAD PLANNING DEPARTMENT 1 s;~{sl LANDSCAPE IMPROVEMENT PLANS FDR: I FOUR SEASONS RESORT AT AVIARA SPOR't!; CLUB-UNIT 1 APPROVED ~J £-.).7;9' ASSISTANT PL.ANNING DIRECTOR DATt: OWN 8Y: PROJECT NO. REVISION DESCRIPTION DATE IN!HAL DATE !NJT!AL CHKD BY: ---~--~ DRAWING NO. CT 95~02 351-BL OTHER APPROVAL CITY APPROVAL RVWD BY,----- CMWD NO. r--" 0 "' 0 "' ' ..,. .,. 0 cr> I . "' 0 "" 2 CL " u "' ., .. --"' o E L 0 Q_ z <J; " z ;;; a"-- PLANTING LEGEND 1\BBREVIATION BOTANICAL. t\lAME COMMON NAME SIZE DETAIL COMMENTS - TREES ARE:. ROM .. ARECASTRUM ROMANZOFFIAt\lUM QUEEN PALM 10' B.T.H. C -----·-----· ~~----·----------~ 48" BOX D MULTI-TRUl'-JK: MIN. SIZE 48"80X··l4'1H X lO'W, ,IAC., MIM. JACARANDA IIAIMIJSIFOLIA JACARAt\l[)A 60" BOX 60" BOX-16'H X 12'W ----·---·---·-·-----·----·---------·---· ·-48" BOX MUL Tl-TRUNK: MIN. SIZE 48"BOX-14 'r-I X 10'W, KOE. 811°. KOELf1EUTERI.~ 8IPINNATA CHINESE FLAME TREE D 60" BOX 60" BOX·16'H X 12'W --·------·--·-------~~ --·-·---·-·-----·-·-----·-·---~~ LIQ. STY. LIQUID.AMBAR STYRACIFLUA 36 II BOX SWE[T GUM D MIN. SIZE 36" BOX-16'H X 6'W 'PALO AL TO' --·-·-·---·-·--·----·---·-·-----·---·---·--·-·-·- PIN. CAN. Pl fl US CANARIErJSIS CANARY ISL.ANO PINE 15 GAL. A & B MIN. SIZE 15 CAl_,-7' X 3' --·--·-·-----·---·---·- Plf•J. TOR. PINUS TORR[YANA TORR[Y PINE .36" BOX D MIN. SIZE 3Ei" BOX-12'H X 6'W -·---·-·-·---·---~~ --·--·----------- POD. GRA PODOCAR'PLIS GRACILIOR' FE:R'N PINE 36" BOX IJ STANDARD, MIN. SIZE ~$6" BOX-12'H :< e.·w I-•--·----·---·-·-·-----~ -----· ·-----· PYR. CAL. 'ARI.' PYRUS CAU.EFIYANA ORNAMENTAL PEAR 36," 80:X: 13 & IJ STANDARD; MIN, SIZE: 56" BOX-14'H X 6'W 'ARISTOCRAT' -·--·---------·------~~ -----·-·---- WA'' R ",E' ,) ·• \..; I+ 'IIJASHINGTONIA ROBUSTA MEXICAN FAN PALM 12' B. T.H. C ,-. SHRUBS/ VINES AGA. AF~:. 'f0 ,P.' AGAPAr!THUS AFRICANUS L.IL Y-OF-THE-~JILE 1 GAL. F & G FULL,BUSHY,GOOD COLOR 'PETER PAN' ---·---·-·-·--·----~---~-----·- GRE. NOE. GREV!l.LEA 'NOELLII' N.C:.N. 5 GAL. F & G FULL,BUSHY, GOOD COLOR ----·---·-·---·-----·-·-·--·---· --•-•-u HEM. HYB. HE:ME.ROCALL.iS HYBRID DAYLIL Y 1 GAL. F & G FULL, BUSHY, GOOD COLOR ----------·---------·---·-----·------- HET. ARB. HETEROMELES ,~HBUTIFOLIA TOYON 15 GAL. r.· & G FULL.BUSHY, GOOD COLOR ~~--·--·----·---·---· ·----·-----·---·--·----- PHO. TEt~. PHORMIUM TENIAX NEW ZEALA~JD FLAX 15 GAL. F & G FULL.BUSHY, GOOD COLOR ~---·-----·-·---·---·~----·---·--·-·----·- PIT. 108. 'W.0.' PITTOSPORUM TOBl!RA 'WHEEi.ER'S DWARF' TOBIRA 5 GAL., F & G FULL.BUSHY.GOOD COLOR -------·-·--------- RHA. ltlO. 'BAL.' RHAIPHIOLEPIS INOICA INDIA HAWTHORN 5 GAL. F & G FULL, BUSHY, GOOD COLOR 'B,ALL.[RINA' ---·--·--·--·-·------- RHJl,. IND. 'CLA.' RHAPHIOL.EPIS INOIC:A !NOIA IHAWTHORI\I 15 GAL. F & G FULL,BUSHY,GOOD COLOR 'CLARA' 1---·--·-·------·-------------·--- STR. REG. STRELITZIA REGINAE BIRD OF PARADISE 15 GAL .. F & G FULL, BUSHY, GOOD COLOR -------·--·------·-----· -·---·------ GROUNDCOVER ANNUAL COLOR 4" POTS E AS SELECTED BY ARCHITECT ---·---·-·---·------·-·-·------- DEL. ALB. IJEI_OSPERMI\ 'AL.BA' WHITE TRAILING ICE PLANT FLATS E FULL, GOOD COL.OR ----·---·-·----------·-·---- GAZ. SPL. GAZANIA SPL.ENDENS GAZANIA FLATS E FULL, GOOD COLOR, CLUMPING FORM MIXED COLORS --·---·-·---·-----·---- G,AZ. SPL. "S.Y.' GAZAINIA SPLENDEt\IS GAZANIA E FULL, GOOD COLOR, CLUMPlfJG FORM FLATS 'SUNRISE YELLOW' ---·--·--·--·------------ PEL .. PEL. P[LARGONIUM PEL TATUM IVY GERANIUM 1 GAL. E & F FULL, GOOD COLOR, TRAILING FORM HYOROSEED MIX •1 BOTANIC.AL NAME COMMON NAME RATE: LBS/ACRE AL YSSUM 'CARPET OF SNOW' 4.0 .ALYSSUM 'ROYAL CARPET' 4.0 LASTHENIA CHRYSOTOMA DWARF GOLDFIELDS 0.5 PHACELIA CAMPANULARIA CALIF"ORNIA BLUE BELLS 0.5 THE FOLLOWING MATERIALS SHALL BE IN THE MIXES: MULCH -COt~WEB FIBER BINDER -TERR A TAC • 3 FERTIL.IZER -16-20-0 THE FOLL.OWING PLANT MATERIALS WILL ALSO INST AL LED BY THE LANDSCAPE CONTRACTOR BY TH[ LANDSCAPE ARCHITECT. BOTANICAL NAME AGAPAtsTHUS AFRICANUS "PETER PAN" GREVILLEA "NOELLII'" rlEMEROCALLIS HYBRID PHORMIUM TENAX PITTOSPORUM TOBIRA "WHEELER'S RHA.PHIOLEPIS INOICA "BALLERINA" STR[LITZIA REGII\IAE XYLOSMA CONGESTUM LAWN SEED MIX NAME RATE SIERRA 2 LBS.11000 SQ. FT. AVIARA SPORTS CLUB•UNIT 1 PLANTING MATRIX PLANTING (slopes) Shrubs s12e quanitv oercent 5 qal. 100 38% 15 qal. 164 62% Total 264 100% Trees s;ze auanitv oercent 15 aal 43 100% Total 43 100¼ PLANTING (planlers/slreetscape) Shrubs size Quanitv oercent 1 gal. 1000 33¼ Saal. 1739 57% 15 qal. 329 11¼ Total 3068 100¼ Trees size ouanity 11ercent 15 gal. 7 2% 36" box 162 55% 48" box 18 6% 60" box 7 2% 10' bth 58 20% 12' bth 44 f5¾ Total 296 100% DWARF" ·--~· .. ,- ·-~·-· --~- _,_,, -~··-~-. ·- --DATE: INJTIAL BE f'ROVIOED AND SHALL BE QUANITY 125 50 125 25 50 50 25 50 AND 2,200 LBS.I ACRE: 150 LBS.I ACRE 400 U3S,/ ACRE: SF'OTTED SIZE 1 GAi_, ,. CAL .. ) ;; .. 1GAL 1:, CAL. 5 GAL .. 5 GAL. 15 GAL. 15 GAL. Landscape Architecture • Planning La Joi.la Centre Il 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 619.650.1575 • Fax 550.1580 ~~-~ II Ac, BUil T II d .f::017/JJK'h. APPROVED FOR PLANTING ~ ~ '/ )-,, AND IRRIGATION ONLY ---·~--·----------·---~------ ) I:NCL UDING PRECISE 1=,cc EXP. Di\TE ,+ 1...,,f,77'::."%; 7, It .,. LOCATION OF J~~ VOIO ~~ 1,EVIEWl:D ElY, 4/r ~~ PLANTING AREAS. OFci.\. \\ -~-·-·--·~--~---- INSl"[CTOR [:ArE . + .... _, __ '""''•=· uTJ~ITY7)F..--C-ARL.SBAD [ '.',I-IEE TS -----·-··~·-·-f"I .. AN~IING DEF'ilf<E~[NT 37 -·-··- "ffl',~-• 1.AN[)'.;CAP[ IMPROVt:/VIE:IH PLANS j:"I) Fi, --~-~-~------·-FOUR SEASONS RESORT AT AV IARA -·· SPO:i:u;'S CLUB UNIT 1 --.w,.-,.~.~-- 6':.)~~~2, ·--·~-~--~~-~ AF'l'RDVE [) M >tl.1/ ~-~---~ ASSISTANT i>I:~1NNrnG DIRECTOc1 OWN BY, "··--~-·--·----~-Dl'lAWIN~ NO. !)Ar E INITIAL DATE IN[TlAL [_Z'T0 Jgs--0[2 REVISION DESCRIPTION . --~---·-· ' CHKD BY: I 351-8L ENCINE~R OF WORK 0 THER AP PROV Ai, CITY t1PPRQVAL RVWD f.JY,,_, I -·-·- u") C. ~ "' CJ " ' ('J °'" c,J I ' "' 0 :'.::'. z 0... " "U 1/) OJ .. ,,-.. (.1 o E ~ 0 n. --L. ""'" "";-;;-;:~~:m~7-----------------------------------------------------------------------------------------------------------------------------------..J25 ,::a '.late Plotted 2/1.3/97 ,.o 1-- / I I ' I I I 4 TREE TIES (MIN) --· y-W~O -i1r·rc-c.Oc--=P,------ccO--=F-----cc-S ·=-r A,--,-Kc-=E=s OTHERS WHERE NEEDED TO SUPPORT Tf~EI: 4" l:JEJ,F ... PVC DRAIN PIP[ ~-----------=-c=,-------,c---=--c·-·--···-·------··-······ TO BOTTOM OF ROOTBALl_ W/~-" PVC ORAil\J CAP/GRAT:. (BLi\CfO 13" M!N. BASIi\! 4" PEl~F. PVC DF-1.llJI\J PIPE . -··-···········-·--·--·-----·-·-·-· . ---- W / 4" PVC DRAIN CAF'/GRJ!,TE I BLACK) RIGID I3 1/C DRA!N PIPE •,, 4" PVC C/IP/G:'V\TE IN 12"K12" ~P~o~s~1r-1v-E~L~.Y~c~,f~-A-11\-1 -s.-~, ~-------:Ye'; PEA GFiiVEC-Tiij::-i~-D SUMP .. DAYL.IGH-:-AT SLOPE ONTO WRAP W/S01. SEYARATOP TO 1/2 CU, FT. GRAV[!_, COv'ER & FASTEI\J TO HOLD. ,, o: I : <J) 2X ROOTl3.ALL PLANTII\JG DISTANCE SCHEDULE F_-EET ONi CENTEI, ROW DISTANCE SET BACK -----·-=------· 'A' 8" 'l'-0" 'I' -3" 'I' -6 11 2'-0" 6'-0" 8'-0'' 10'-01 ' 12:'-0" 20' -O" '13' l" 101/2" 11" 11_.411 1' --9 II ')•·-6" <. 5'--2" 6'-11 11 :l'--8" 10-5" "1"7-4" PL.A~ITING GRID 'C' 7" 11" •11 -011 ,,I -0" 1' •· 6 II 2' .. 6" :)1~5" -7, 511 I - 9'-6" 11'-6" 19'··6" • • • • • • • • 4t----UJ4 • • • • • • • • • • • • • • • • • • . . . . . . . . ' • • ◄• • • • ◄• • ', ~> • • • • • • • • y • • • • • • • • •-·-u . .......,,... (~_IREE PLA.~ITINC; V N() SCALE GlJYl~~G i(D c;ROUNOC(JVER \_ NO SCALE --- / / I / / / 4 TR[[ TIES CMIN) T WO AT T o'""p----=o=F ---cs.c· T.----A,-,--l<=E=s OTHERS WHERE NEEDED TO SUPP0FIT TREE TREE ST AKES SET -------- ,/,,,,/ OUTSIDE OF' R00TBAL.L. 4" PE:HF. PVC DRAIN PIPE TO BOTT()M 01° ROOTBALL W/4" PVC DRAIN CAF'/GRATE (ElLACfO 6" MIN. BASIN FINISH GRADE ST /l.r<ING DEPTH OF ROOTBALI.. SHRUB ~ ····--··-·-··- Cl 2' I-D ·-·' I~· -1 (.__') µ_ <( LL m w f---1-· -r. 1/) Ct a: Cl ~~ ...... n:: z ::) t.1-LL O' D I--L.1,_ D 11. Z D 3: z , ___ o □ 1--0' 1--D m O 1-- m // SL.OPE 1~(!:!: · 1 1 3" MIN BASIN // / 1·-----'-------=------"------- / / / FINISH GRADE I I / ' '1 / / / / \ ROOT BALL ·SET CROWN 1" ABOVE FINISH -GRAD[ SLOPE 1"/FT. ,----, I , I I I / , I l PAL.M Tl~EJ;; 4" PERF. PVC DRAIN PIPE TO ElOTTOM OF F~OOTBALL W/4" l"VC DRAIN CAP/GRATE <BLAC~:) E/' MIN. BASIN f'l~HSH Gf~ADE 2X ROOTBALL SHl~Uf,3 SHRUB PLANTING ON Sl_OPE NO SCALE ' ' i ' ' ' i I ' i -·-·---: ' DATE INITIAL : . --· ENGINEER OF W □R1 -- «~ ~'f,'%7, OT £1.(.y ,ii,, APPROVED FOR PLANTING 7f) . , AND IRRIGATION ONLY ~ ~ -/2 , :;: I\ INCLUDING PRECISE -~;-;;-/ i~ LOCATION OF _4_ 'V ~~~ ~\0~)Y PLANTING AREAS. ~ CA~;;::<" - i •m••-• ~•••,, -.-~, •• -, I c~rl • ~•=••~•am ..... -,~• •-•~•••••a,,.,a ... ~, RC!: Lendscape Architecture ·• Planning La ,lolla Centre II 9255 'fo10ne Centre Drive-, Suite 340 San D,i,go, CA 9:e121 ·3002 6l9.560.!i6?5 " F.,x 560.15,80 -·-· II AS BUII_T" ---,_,~ -··--·· EXP )ATE -RE'✓l[W[D 8Y: • -m-•-.-,, __ ,_ INSPECTOR DATE CITY Of-CARLSBAD '3HET TS PLANNING CE:PA!,TMC:•'IT 31 -~--.. ~""'""'••··--·-··~-LAr,DS,U,PE !Mf'f,CVEYE\ T ~1..AW' F'CF1: •-•-•~,~"",an,~,~ .. FOUR SEASONS RESORT -··"·---·-·-·--~-AT A VI ARA •r,,=-•~•••••-_....$PORTS CLUB UNIT 1 -~-----~ ·-···~ .. ~·~·-~-~-__ , -- AP DF, (] v[ o?/:z?tiY £-;;.7-,f_z_ ·---~··"•=~-•=•~ ••••--•-•-•no,~~---••••-•-.+-,. ASSl!iTAITT PL ANNING CJIRECTOI'! []!,TE: ·····~=a.•,·"·- ,-,--~-,--,.~-~~-~---. [)',;IN BY, 1°ROJ":CT NIJ. DR<WINC NO. DATE lislT IAL ilAH: J,-.., '. T !AL C:HKO BY: CT 95-02 REVISION DESCRI PT !Of! --~-~-~--351-BL 0'HER APPl<OVAI. Ct'rY 1~1~~!=:0VAL RVWO BY: -·----<I Z li! r L-------------------------------------------------------------------------------------------------------------------------------------a~~ Dale Piottecc 'Cl/12/96 CMWD NO. .----------------------------·--·---------------·---·------------------·-------------------------------·--·---·--·-·---------------...... , .. , ... ---·---·----·---------·--------·-----·-------·--·--·--·----·-·---------------, PART I -GENERAL 1 .1 GENERAL CONDITIONS: THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARE A PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK AND APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN, 1. 2 SUMMARY: THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. . 1 RELATED WORK; IRRIGATION SECTION 02441 1.3 SUBMITTALS: 1. 4 1 .5 1.e UPON BEING AWARDED THE PROJECT, CONTRACTOR SHALL SUBMIT A LIST OF SOIL AMENDMENTS, FERTILIZERS AND PLANT MATERIALS WITH QUANTITIES OF EACH WITHIN 15 DAYS FROM AWARD OF CONTRACT. GUARANTEES AND REPLACEMENTS: .1 SHRUBS, VINES, GROUNDCOVER AND HVDROSEED SHALL BE GUARANTEED TO REMAIN HEALTHY AND VIGOROUSLY GROWING FOR ONE GROWING SEASON OR NINETY (90) DAYS, WHICHEVER COMES FIRST. . 2 ALL TREES THAT HAVE BEEN SUPPLIED AND INSTALLED UNDER THIS CONTRACT SHALL BE GUARANTEED TO LIVE IN A HEAL THY CONDITION FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE OF PROJECT. IF TREES ARE ALSO SUPPLIED BY THE OWNER, THE GUARANTEE SHALL APPLY AS STATED ABOVE. . 3 ALL PLANTS FOUND TO BE DEAD AND ALL PLANTS NOT IN A VIGOROUS CONDITION NOTED WITHIN THE GUARANTEE PERIOD SHALL BE REPLACED WITHIN FOURTEEN (14) DAYS. .4 PLANTS USED FOR REPLACEMENT SHALL BE THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED, PLANTED AND FERTILIZED AS ORIGINALLY SPECIFIED, AT NO COST TO OWNER. OBSERVATION: .1 OBSl!RVATll!INS Hl!Rl!IN SPl!CIFll!D SHALL BE MADI! BY THI! ARCHITl!CT AND/OR THE CITY INSPECTOR. THE CONTRACTOR SHALL REQUEST OBSERVATION IN WRITING, IN ADVANCE OF 'THI!: TIMI! OBSERVATION IS flEQUIRED. .2 OBSERVATION WILL BE REQUIRl!D l'OR THI! FOLLOWING PARTS 01' THE WORK: .3 A. PRE-CONSTRUCTION MEETING. B. INCORPORATION OF SOIL CONDITIONERS AND FERTILIZERS INTO THE SOIL. C. UPON THE COMPLETION OF GRADING PRIOR TO PLANTING. D. APPROVAL OF PLANT MATERIALS. I!. F. G. WHEN TREES AND SHRUBS ARE SPOTTED IN PLACE FOR PLANTING, BUT BEFORE PLANTING HOLES ARE EXCAVATED. ORIENTING SPECIFIED TREES. VERIFICATION OF FINISH GRADES. H. APPLICATION OF PRE-EMERGENT HERBICIDE. I. PRE-MAINTENANCE OBSERVATION. J. WHEN PLANTING, AND ALL OTHER INDICATED OR SPECIFIED WORK, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED, ACCEPTANCE AND WRITTEN APPROVAL SHALL ESTABLISH BEGINNING OF THE MAINTENANCE PERIOD. THIS IS NOT A FINAL OBSERVATION OR ACCEPTANCE, AND IT DOES NOT RELIEVE THE CONTRACTOR FROM ANY OF THE RESPONSIBILITIES IN THE CONTRACT DOCUMENTS FOR THIS PROJECT. K. FINAL OBSERVATION TO BE HELD AT THE COMPLETION OF THE MAINTENANCE PERIOD. THIS OBSERVATION SHALL ESTABLISH THE BEGINNING DATE FOR THE ONE-VEAR GUARANTEE OF ALL TREES. ACCEPTANCE!: UPON COMPLETION OF THE FINAL OBSERVATION AND THE WORK OF THIS SECTION, THE CONTRACTOR WILL BE NOTIFIED IN WRITING, (1) WHETHER THE WORK IS ACCEPTABLE; AND (2) OF ANY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE. • 4 THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON THE SITE AT THE TIME OF EACH OBSERVATION. MAINTl!NANCE: . 1 ,2 .3 .4 ' . 5 .6 THE MAINTENANCE PERIOD BEGINS ON THE FIRST DAV AFTER ALL LANDSCAPE ANO IRRIGATION WORK ON THIS PROJECT IS COMPLETED, CHECKED, ACCEPTED, AND WRITTEN APPROVAL FROM THE ARCHITECT IS GIVEN TO BEGIN THE MAINTENANCE PERIOD, AND SHALL CONTINUE THEREAFTER F·OR NO LESS THAN 90 CALENDAR DAYS. THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED AREAS OF THE CONTRACT DURING THE PROGRESS OF THE WORK AND DURING THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE OF THE WORK. REGULAR PLANTING MAINTENANCE OPERATIONS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED. PLANTS AND LAWNS SHALL BE KEPT IN A HEALTHY, GROWING CONDITION AND IN A VISUALLY PLEASING APPEARANCE BY WATERING, PRUNING, MOWING, ROLLING, TRIMMING, FERTILIZING, RE-STAKING, PEST AND DISEASE CONTROLLING, SPRAYING, WEEDING, CLEANING-UP AND ANY OTHER NECESSARY OPERATION OF MA'INTENANCE. LANDSCAPE AREAS SHALL BE KEPT FREE OF WEEDS, NOXIOUS GRASS, AND ALL OTHER UNDESIRED VEGETATIVE GROWTH AND DEBRIS. ALL PLANTS FOUND TO BE DEAD OR IN AN IMPAIRED CONDITION SHALL BE REPLACED IMMEDIATELY WITHIN 3 DAYS. FERTILIZER (COMMERCIAL): 7-9-4 WITH CHELATED MINERALS SHALL BE APPLIED AT THE RATE OF 12 POUNDS PER 1,000 SQUARE FEET 30 DAYS AFTER THE BEGINNING OF THE MAINTENANCE PERIOD, AND EVERY 30 DAYS THEREAFTER, FOR THE DURATION OF THE CONTRACT MAINTENANCE PERIOD. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SDIL TEST MAY REDUCE APPLICATION RATE. THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD WILL BE EXTENDED, WHEN IN THE OPINION OF THE ARCHITECT, IMPROPER MAINTENANCE AND/OR POSSIBLE POOR OR UNHEALTHY CONDITION OF PLANTED MATERIAL OR UNESTABLISHED NON COVERING LAWNS ARE EVIDENT AT THE TERMINATION OF THE SCHEDULED MAINTENANCE PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE WORK AT NO CHANGE IN CONTRACT PRICE UNTl'L ALL OF THE WORK IS COMPLETED AND ACCEPTABLE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION OF THE AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 1. 7 1.8 LAYOUT OF WORK: THE CONTRACTOR SHALL EMPLOY, AT HIS OWN EXPENSE, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR TO LAY OUT THE WORK OF THE PROJECT, TO ESTABLISH ALL REFERENCE POINTS SET FOR CONSTRUCTION AND THE CERTIFICATION OF FINISH GRADES WITH CIVIL ENGINEIER DRAWINGS. GENERAL REQUIREMENTS: .1 THE TERM "PLANTING AREA" SHALL MEAN ALL AREAS TD BE PL.ANTED WITH TREES, SHRUBS AND GROUNDCOVERS. . 2 ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. • 3 ALL ROCKS 1" OR LARGER, AND OTHER GROWTH OR DEBRIS ACCUMULATED DURING THE DURATION OF THE PROJECT, SHALL BE REMOVED FROM THE SITE UNLESS SPECIFICALLY EXEMPTED IN WRITING. .4 • 5 .6 .7 .8 .9 .10 . 11 PRIOR TO THE EXCAVATION FOR PLANTING OR PLACING OF PLANT MATERIALS, LOCATE ALL UNDERGROUND UTILITY LINES STILL IN USE AND TAKE PROPER PRECAUTIONS TO AVOID DAMAGE TO SUCH IMPROVEMENTS. IN THE EVENT OF A CONFLICT BETWEEN SUCH LINES AND PLANT LOCATIONS, NOTIFY THE ARCHITECT WHO SHALL ARRANGE FOR THE RELOCATION OF ONE OR THE OTHER. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR MAKING ANY AND ALL REPAIRS FOR DAMAGES RESULTING FROM WORK AS HEREIN SPECIFIED. GRADING AND SOIL PREPARATION WORK SHALL BE PERFORMED CINLY DURING THE PERIOD WHEN BENEFICIAL AND OPTIMUM RESULTS MAY BE OBTAINED. IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEVEL THAT WORKING IT WOULD DESTROY SOIL STRUCTURE, SPREADING AND GRADING OPERATIONS SHALL BE SUSPENDED UNTIL THE MOISTURE CONTENT IS INCREASED OR REDUCED TO ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED • ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND IMMEDIATELY INFORM THE ARCHITECT OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE ONLY, AND ARE NOT GUARANTEED. CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS. ADEQUATELY STAKE, BARRICADE, AND PROTECT ALL IRRIGATION EQUIPMENT, MANHOLES, UTILITY LINES, AND OTHER EXISTING P'ROPERTY DURING ALL PHASES OF THE SOIL AMENDING AND GRADING OPERATIONS. s,PECIMEN TREE SELECTION: A. ONE SAMPLE OF EACH TREE VARIETY AND SIZE, CALLED OUT ON DRAWINGS 15•GALLON AND LARGER SHALL BE DELIVERED TO THE PROJECT SITE FOR APPROVAL PRIOR TO INSTALLATION. 8. THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY TREES NOT APPROVED. C. THE CONTRACTOR AT HIS OPTION AND AT HIS EXPENSE CAN RETAIN THE SERVICES OF THE ARCHITECT TO REVIEW TREES 24" BOX SIZE AND LARGER TAGGED AT THE NURSERY AND/OR AT THEIR PLACE OF GROWTH, OR AS OTHERWISE SPECIFIED ON DRAWINGS. R:EJECTfON AND SUBSTITUTION: A. ALL PLANTS NOT CONFORMING TO THE REQUIREMENTS HEREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE, AND SUCH PLANTS, WHETHER IN PLACE OR NOT, SHALL BE MARKED AS REJECTED AND BE IMMEDIATELY REMOVED FROM THE SITE OF THE WORK AND REPLACED WITH ACCEPTABLE PLANT MATERIALS. THE PLANT MATERIALS 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 CONDITION WILL THERE BE ANY SUBSTITUTION OF PLANT SPECIES, VARIETY, OR REDUCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING DRAWINGS, EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. UTILITIES A. ALL UTILITIES (WATER AND ELECTRICITY) USED DURING THE INSTALLATION OF THE LANDSCAPING AND IRRIGATION SYSTEMS FOR THIS PROJECT SHALL BE PAID FOR BY THE OWNER. DURING THE MAINTENANCE PERIOD, THE OWNER SHALL BE RESPONSIBLE FOR PAYMENT OF THE UTILITIES . INVOICING OF PLANT MATERIALS, SOIL PREPARATION AND SOIL PREPARATION CONFORMANCE TEST: . 1 AFTER INSTALLATION OF PLANT MATERIALS, BUT PRIOR TO THE P'RE·MAINTENANCE INSPECTION, THE ARCHITECT, WITH THE HIERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR THE PLANT MATERIALS AND Rl;LATED ITEMS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA AND/OR THE AMOUNTS SPECIFIED. IF THE MINIMUM AMOUNTS HAVE NOT BEEN FURNISHED, THE ARCHITECT WILL REQUIRE THE INSTALLATION OF ADDITIONAL MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED. . 2 UIPON DELIVERY OF MATERIALS AND/OR COMPLETION OF ALL SOIL CONDITIONING AND GRADING, BUT PRIOR TO INITIATING PLANTING OPERATIONS, THE ARCHITECT WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR SOIL PREPARATION MATERIALS, SHALL INVOICE s,ucH MATERIAL, COMPARING THE TOTAL AREA OF EACH OPERATION. IF THE MINIMUM RATES OF APPLICATION HAVE NOT BEEN MET, THE ARCHITECT WILL REQUIRE THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUM APPLICATION REQUIREMENTS SPECIFIED. .3 RANDOM SOIL SAMPLES OF SUFFICIENT QUANTITY TO BE REPRESENTATIVE OF THE ENTIRE SITE SHALL BE TAKEN BY THE CONTRACTOR PRIOR TO BEGINNING WORK. THE ARCHITECT, IN THE PRESENCE OF THE CONTRACTOR, SHALL INDICATE ON THE PLANTING PLAN WHERE · SOIL SAMPLES SHALL Bl! TAKEN. CONTRACTOR SHALL ·SUBMIT SAMPLES TO A LICENSED SOILS TESTING LABORATORY, APPROVED BY THE CITY INSPECTOR. , SOIL , TEST SHALL CONSIST OF SOIL FERTILITY AND AGRICULTURAL SUITASILITV CONFORMING TO THE METHODS OF THE UNIVERSITY OF CALIFORNIA EXPERIMENTAL STATION AND USDA, ALONG , WITH RECOMMENDATION FOR CORRECTING ANY DEFICIENCY IN THE SOIL. . 4 A SAMPLE OF THE SOIL AMENDMENTS SHALL BE DELIVERED TO THE ARCHITECT WITHIN 15 DAYS AFTER RECORDING OF THE CONTRACT FOR SUBMITTAL TO A TESTING LABORATORY. AFTER SOIL AMENDMENTS HAVE BEEN THOROUGHLY MIXED INTO THE SITE, RANDOM SAMPLES OF THE MIXED SOIL WILL BE TAKEN BY THE ARCHITECT AND SUBMITTED TO THE SOIL LABORATORY FOR COMPARISON TO A CONTROL MIX. COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. . 5 AFTER GRADING AND LEACHING OPERATION, FOUR SOIL SAMPLES WILL BE TAKEN BY ARCHITECT AND SUBMITTED TO THE SOIL LABORATORY FOR TESTING OF ECE AND PH. COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. PART 2 -PRODUCTS 2. 1 SOIL AMENDMENT AND FERTILIZER: 2.2 2.3 2.4 .1 SOIL CONDITIONER SHALL CONTAIN A SPECIAL BLEND OF ORGANIC FRACTIONS TO SUPPLY SEVERAL DEGREES OF BREAKDOWN RATE WHICH LASTS UP TO 10 YEARS IN THE SOIL, A PORTION OF INOR- GANIC AMENDMENT THAT RESISTS FURTHER BREAKDOWN, PH OF 5.5 TO 6.5, SALINITY OF 3.0, ORGANIC MATTER (DRY WEIGHT BASIS) MORE THAN 90%, NON-IONIC WETTING AGENT AND TOTAL NITROGEN CONTENT OF 0.5%. (LOAMEX, WIL·GRO, LIFE FOREST HUMUS). . 2 GYPSUM SHALL BE A COMMERCIALLY PROCESSED AND PACKAGED GYPSUM (CASO 2H20) WITH MINIMUM 80% GRADE CONTAINING 14% COMBINED SULFUR. . 3 IRON SULFATE (EXPRESSED AS METALLIC) 19% OF QUALITY APPROVED BY ARCHITECT . . 4 SULPHUR (SOIL) (ELEMENTAL) 99% OF QUALITY APPROVED BY ARCHITECT. .5 .6 .7 . e .9 . 1 0 FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCEN- TAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH , .0% 10.0% 10.0% MINIMUM MINIMUM MINIMUM FERTILIZER (COMMERCIAL) SHALL BE LONG-LASTING CONTROLLED RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE- FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIP- MENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT DF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 21.0% 0.0% 0.0% MINIMUM MINIMUM MINIMUM FERTILIZER (COMMERCIAL) SHALL BE LONG-LASTING CONTROL.LED RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE· FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIP- MENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 16.0% 20.0% 0.0% MINIMUM MINIMUM MINIMUM FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS WITH CHELATED MINERALS, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 7.0% 9.0% 4.0% MINIMUM MINIMUM MINIMUM PLANTING TABLETS SHALL BE TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE PLANTING TABLETS, OF VARYING SIZES WITH THE FOLLOWING AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 20.0% 10.0% 5.0% MINIMUM MINIMUM MINIMUM SOIL ENHANCER SHALL BE SARVON . PLANTING BACKFILL: PLANTING BACKFILL SI-IALL IE A THOROUGHLY BLl!NDED MIXTURE OF EXISTING SITE SOIL AND SOIL AMENDMENTS AT THE FOLLOWING MIXTURE:. SOIL CONDITIONER 1/3 CU. YD. 1!1TI! .-seff.. 213 CU. VD. IRON SULFATE 1 LBJPER CU. YD. 01' MIX BACKFILL a~~~NliiTITIES ARI! FOR BIDDl~t L,Jl~E?·o'm:v~Jft.l' Tl!ST MAY REDUCE OR INCREASE QUANTITIES. BACKFILL MIX QUANTITIES SHALL BE APPROVED BY THE CITY INSPECTOR PIR.OR TO AMENDING SOIL. STAKING MATERIALS: STAKES SHALL BE OF LODGE POLE PINE. THESE SHALL BE STRAIGHT SHAFTS SHAVED AND CUT CLEAN AND BARE OF BRANCHES AND STUBS, OF UNIFORM THICKNESS WITH A MINIMUM DIAMETER OF 2 INCHES, FREE OF LOOSE KNOTS, SPLITS OR BENDS. STAKES SHALL BE NO LESS THAN TEN (10) FEET IN LENGTH. GUYING MATERIALS: .1 GUY WIRES SHALL BE OF PLIABLE, ZINC-COATED STEEL OF NO. 12 GAUGE. . 2 .3 .4 . 5 ANCHORS (DEADMEN) FOR HOLDING GUY WIRES SHALL BE 4 INCHES X 4 INCHES OF SOLID LUMBER, 1' -6" IN LENGTH. HOSE FOR COVERING WIRE SHALL BE OF 2•PLV REINFORCED RUBBER, USED OR NEW, GARDEN HOSE TYPE OF AT LEAST 112 INCH IN DIAMETER. FLAGS, TO BE ATTACHED TO GUYS, SHALL BE OF SURGICAL TUBING, 118 INCH IN DIAMETER AND FOUR FEET LONG, OF UNIFORM THICKNESS. TREE TIES SHALL BE BORDON CINCH-TIE OR APPROVED EQUAL • 2. 5 PLANT MATERIALS: . 1 .2 .3 .4 . 5 .6 NOMENCLATURE: THE BOTANICAL AND COMMON NAMES OF PLANTS HEREIN SPECIFIED CONFORM WITH THE APPROVED NAMES GIVEN IN "AN ANNOTATED CHECKLIST OF WOODY ORNAMENTAL PLANTS OF CALIFORNIA, OREGON, AND WASHINGTON", PUBLICATION NO. 4091, PRINTED 1979 AND "AN ANNOTATED CHECKLIST OF ORNAMENTAL PLANS OF COASTAL SOUTHERN CALIFORNIA", PUBLICATION NO. 3276, PRINTED 1982, BOTH PUBLISHED BY THE UNIVERSITY OF CALIFORNIA, DIVISION OF AGRICULTURAL SCIENCES. SEE LIST OF PLANT MATERIAL ON DRAWINGS. QUALITY AND SIZE OF ALL PLANTS SHALL BE NO. 1, OF PINTO TAG STOCK. THEY SHALL BE VIGOROUS, OF NORMAL GROWTH, FREE FROM DISEASE, INSECTS, INSECT EGGS, AND MEET OR EXCEED THE MEASUREMENTS SPECIFIED. PINTO TAGS MUST BE SUBMITTED TO THE ARCHITECT. CONTAINER STOCK (1-GALLDN, 5-GALLON, 15-GALLON, AND BOX SIZES) SHALL HAVE GROWN IN CONTAINERS FOR AT LEAST SIX MONTHS BUT NOT OVER TWO YEARS. NO CONTAINED PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH, WHEN TAKEN FROM THE CONTAINER, SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES WITH DAMAGED ROOTS OR BROKEN BALLS SHALL BE PLANTED. PRUNING SHALL NOT BE DONE, PRIOR TO DELIVERY, EXCEPT BY WRITTEN APPROVAL FROM THE ARCHITECT. INSPECTION OF PLANT MATERIALS, REQUIRED BY CITY, COUNTY OR STATE AUTHORITIES, SHALL BE A RESPONSIBILITY OF THE CONTRACTOR, AND WHERE NECESSARY CONTRACTOR SHALL HAVE SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF PLANTS TO SITE. PLANTS SHALL BE SUBJECT TO INSPECTION, AND APPROVAL OR REJECTION, AT THE PROJECT SITE AT ANY TIME BEFORE OR DURING PROGRESS OF WORK, FOR SIZE, VARIETY, CONDITION, LATENT DEFECTS AND INJURIES. REJECTED PLANTS SHALL BE REMOVED FROM THE PROJECT SITE IMMEDIATELY. . 7 SUBSTITUTION$ WILL NOT BE PERMITTl!D EXCEPT THAT IF PROOF IS SUBMITTED THAT ANY PLANT SPECIFIED IS NOT OBTAINABLE, A PROPOSAL WILL BE CONSIDERED FOR USE OF THE NEAREST . EQUIVALENT SIZE, VARIETY AND COST. ALL SUBSTITUTIONS SHALL BE APPROVED BY THE CITY INSPECTOR AND ARE SUBJECT TO ARCHITECT'S WRITTEN APPROVAL. • 8 QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK SHOWN ON DRAWINGS. . 9 THE ARCHITECT RESERVES THE RIGHT TO INSPECT ROOT CONDITION OF ANY SPECIES, PARTICULARLY THOSE GROWN FROM SEED, AND IF FOUND DEFECTIVE, TO REJECT THE PLANTS REPRESENTED BY THE DEFECTIVE SAMPLE . .1 O IDENTIFY PLANT SPECIES OR VARIETIES CORRECTLY ON LEGIBLE, WEATHERPROOF LABELS ATTACHED SECURELY TO THE PLANT . THERE SHALL BE A MINIMUM OF ONE LABELED PLANT FOR EACH 5 PLANTS IN A LOT. .11 .12 .13 .14 . 15 .1 S ALL LAWN SEED SHALL BE LABELED AND SHALL BE FURNISHED IN SEALED STANDARD CONTAINERS WITH DUPLICATE SIGNED COPIES OF A STATEMENT FROM THE VENDOR CERTIFYING THAT EACH CONTAINER OF SEED DELIVERED IS FULLY LABELED IN ACCORDANCE WITH THE CALIFORNIA STATE AGRICULTURAL CODE AND IS EQUAL TO OR BETTER THAN THE REQUIREMENTS OF THESE SPECIFICATIONS. SEED WHICH HAS BECOME WET, MOLDY OR OTHERWISE DAMAGED IN TRANSIT OR STORAGE WILL NOT BE ACCEPTABLE. THE MINIMUM PERCENTAGE WEIGHT OF PURE, LIVE SEED IN EACH LOT OF SEED SHALL BE AS FOLLOWS: SEED GERMINATION, MARATHON MIX: SOUTHLAND TURF TYPE TALL FESCUE BONANZA TURF TYPE TALL FESCUE APACHE TALL FESCUE MUSTANG TALL FESC'.JE INERT AND CROP % BY WEIGHT % MIN. 100.00% 90% 24.90% 24.83% 24.81% 24.76% 0.70% HYDRO-SEED MIX AND MATERIALS SHALL BE CALLED OUT ON DRAWINGS. GROUNDCOVER PLANTS SHALL BE HEALTHY, VIGOROUS ROOTED CUTTING GROWN IN FLATS UNTIL TRANSPLANTING. PRE-EMERGENT HERBICIDE SHALL BE SURFLAN, TREFLAN, DVMID OR EQUAL. WEED ERADICATION SPRAY WILL BE ROl,JNDUP . BARK MULCH SHALL BE FIRBARK CHIPS OR EQUAL, 1"·3" INTERLOCKING PIECES PACKAGED IN BAGS OR BALES, UNLESS APPROVED OTHERWISE BY LANDSCAPE ARCHITECT. CITY INSPECTOR MUST RECEIVE ANO APPROVE A SAMPLE PRIOR TO DELIVERY OF MULCH TO THE SITE. a lA Lon(~sc,ape Ar<>hitecture • Plannlria L• Jolla Centre II j \• 9255 , . ., . .,rie Centre l)riv••· Su_lte 340 I , -s,rn Oleg<>,. CA 1)2121-3002 6111.560.16-15 • F .. x 550,1680 _____________________ ,,.. ____________ --~-·-·-·------- ..-:-:---~ II AC' BUil T" s \~ CA!'{ ~) ~~~1{( APPHOVED FOR PLANTING ~~/ >-AND IHRIG A TION ONLY -.----·----·· :\~7/~J'..1~ , INCLUDING P RE'C r,:• F 1; ; i:x F'. ____ DAT[ • ...J 1,.) . ..JI -~ .r,,,,: -··· ,,.~~'fl) LOCATION OF r:[•J,Li.tE:D E''·. " . ~ro-~i5~ PLANTING \Pf~,,, ":--.. f Ul · ,.,,-.; 1. .\ '.JJ .1), .... :::::----;;:: ... -·--···-·-· - ll•J',F'[CTCIP JA'E ·------------------..,. ___________ ---·----r-·------------------------·------------ ---·----·-·----·--------------------------·-----------------------------[ Sfl[El] I c i: r ,r·· ij F~ C (~F~L 13 BAD SrEE:TS :3$ 1°U,l'JMING 31 DEl'ARTM[Nl ·----·------------------ ----··-----··-····-··--· --·--· L. /afilJ~;c A Pl, IHF'HCVEl~ENT PL/>NS HH, ------------···------FOlJR Sl~ASONS l~ESORT ------AT AV IARA . ·----------·-______ ,. ____ .. --··-· SPO_~ CLUB-UNIT 1 ---·--· ---·-· -· .'\PHlO ✓ED ~-ti 6-;Jl-V l'i'i'';,SI ANl f'T r:1~"N1i~t; IJIHEC rJR [),,TE -----·--· ---·--------... -------------·---------•' ________ ,,_ -----------------------· ----------··-------------------. ---.-------------------··--------~ ·---------------------- ·----•---·------------~:;~:~D 81:~.--------J Lc"~CIJ~~T ;;· CF:A•'ING rm. DtiTE !NlTii~l. DA.,.E H•Wl!c,L DA--£ H~IT ;1~1-351-BL . ·-REVISION DESCRIPTION ---·-·----···· ... E\IG"ltJEEfi OF ~✓ORK o·HtF'. .A.Pflr~O'/A_ UTY AF'F'HOV/'.1. ,VW) i3Yc • -----------____ ,. __ ----·----· --------· -----· --~--,-----------------------·-----------·----------------------·----·---------·--·-·----·-------·-·-----··-·-··--·-------------------·--· ·-----.. -----·--·-···-·-·'" .. __ ..,, _________________________ , ___________ , ________________ , ________ , Dole Plotted: CMWD NO, {l z I ------------------------·----------------------------------------------------------·--------------------·-·--·-·-·--·--------·---··-·-------------------, PART 3 · EXECUTION 3 .1 SITE PREPARATION AND WEED ABATEMENT: 3.2 3,3 3,4 '1 .2 GRUB AND CLEAN PLANTING AREA, REMOVING DEBRIS AND ROCK AND ERADICATING WEEDS. WEED ERADICATION SHALL BE DONE TEN (10) DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK. WEED ABATEMENT . 1 UPON COMPLETION OF THE IRRIGATION SYSTEM AND AFTER DEBRIS, ROCKS AND EXISTING WEEDS AND GROWTH HAVE BEEN REMOVED FROM THE PLANTING AREA, APPLY 200 POUNDS OF COMMERCIAL FERTILIZER 21-0-0 PER ACRE. . 2 WATER ALL AREAS EVERY DAY FOR TWENTY-ONE (21) CONSECUTIVE DAYS AND UNTIL WEED SEEDS HAVE GERMINATED. CEASE WATERING FOR THREE (3) DAYS AND SPRAY NON-SELECTIVE HERBICIDE "ROUNDUP" TO ERADICATE THE GERMINATED WEEDS. TRANSLOCATION OR APPROVED PERIOD SHOULD BE 7-10 DAYS, HERBICIDE APPLICATOR SHALL BE LICENSED BY THE STATE OF CALIFORNIA. • 3 RAKE AND HAUL OFF ALL DEAD WEEDS TO 1/2 INCH BELOW THE SURFACE OF THE SOIL. , 4 IF PERENNIAL WEEDS OR GRASSES STILL EXIST, RE-WATER EVERY DAY FOR FOURTEEN (14) CONSECUTIVE DAYS, UNTIL THE NEW GROWTH APPEARS. RE-APPLY A NON-SELECTIVE HERBICIDE. REMOVE WEEDS AFTER HERBICIDE HA$ HAO A SUFFICIENT TIME TO KILL. SOIL CONDITIONING, FERTILIZING AND ROTOTILLING· .1 FOR AREAS LESS STEEP THAN 2:1: AFTER THE AREAS HAVE BEEN DEEP-RIPPED, THE FOLLOWING RATES OF SOIL CONDITIONING AND AMENDMENT MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS AND SHALL BE THOROUGHLY SCARIFIED TO AN AVERAGE DEPTH OF SIX INCHES BY ROTOTILLING A MINIMUM OF TWO ALTERNATING PASSES. AMENDMENT MUST BE INTIMATELY BLENDED WITH SOIL THE THOROUGHNESS ANO COMPLETENESS OF THE ROTOTILLING AND INCORPORATION OF SOIL CONDITIONERS/AMENDMENTS SHALL BE ACCEPTABLE TO THE ARCHITECT A. SOIL CONDITIONER SOIL SULPHUR IRON SULFATE GYPSUM 5 CU. YD. PER 1,000 SQ. FT. 10 LBS. PER 1,000 SQ, FT. 20 LBS_ PER 1,000 SQ, FT. 250 LBS. PER 1,000 SQ_ FT, RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. B. FERTILIZER (COMMERCIAL): 6-20-20 SHALL BE APPLIED AT THE RATE OF 40 POUNDS PER 1,000 SQUARE FEET AND SCARIFIED INTO THE TOP TWO INCHES OF FINISH GRADE. FERTILIZER SHALL BE APPLIED AFTER Ll=ACHING OPERATION. C. SARVON SHALL BE APPLIED AT THE RATE OF 1 PINT PER 1,000 SQUARE FEET. APPLY SARI/ON IN AREAS AS RECOMMENDED BY SOIL TEST. FOR BIDDING PURPOSES, ASSUME ALL LANDSCAPE AREAS SHALL BE COVERED. . 2 FOR AREAS 2:1 AND STEEPER: AFTER THE AREAS HAVE BEEN ERADICATED OF WEEDS AND FINISHED GRADED, THE FOLLOWING RATES OF SOIL CONDITIONING MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS. NO SCARIFYING OR ROTOTILLING SHALL BE REQUIRED. A. GYPSUM SOIL SULPHUR IRON SULFATE 250 LBS. PER 1,000 SQ. FT. 10 LBS. PER 1,000 SQ. FT. 20 LBS. PER 1,000 SQ. FT. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. B. $ARVON SHALL BE APPLIED AT THE RATE OF 1 PINT PER 1,000 SQUARE FEET. APPLY SARI/ON IN AREAS AS RECOMMENDED BY SOIL TEST. FOR BIDDING PURPOSES, ASSUME ALL LANDSCAPE AREAS SHALL BE COI/ERED. . 3 DEEP WATER LEACHING: A. AFTER COMPLETE INSTALLATION AND TESTING OF THE IRRIGATION SYSTEM AND APPLICATION OF SOIL CONDITIONING. ALL AREAS SHALL BE DEEP WATER LEACHED AND COMPACTED AND SETTLED BY CONTINUOUS APPLICATION OF IRRIGATION WATER UNTIL THE SOIL HAS RECEIVED A MINIMUM OF SIX INCHES OF WATER. B. AFTER GRADING AND LEACHING OPERATION, FOUR $OIL SAMPLES SHALL BE TAKEN BY ARCHITECT AND SUBMITTED TO SOIL LABORATORY FOR TESTING. SOIL TEST SHALL MEET THE FOLLOWING REQUIREMENTS: ECE MAXIMUM 3.0 X 10.3 PH MAXIMUM 7.5 A PERCENT OF ORGANIC MATTER SOIL TEST AFTER LEACHING MAY BE REQUIRED BY ARCHITECT. C RE-APPLICATION OF $OIL AMENDMENT AND LEACHING OPERATION SHALL BE REPEATED BY CONTRACTOR IF TESTS SHOW A NEGATIVE RESULT. EXPENSE OF TEST. RE- APPLICATION OF A SOIL AMENDMENT AND LEACHING OPERATION SHALL BE BORNE BY CONTRACTOR. 0. DEEP WATER LEACHING SHALL BE DONE PRIOR TO THE APPLICATION OF THE COMMERCIAL FERTILIZER 6-20-20. E. NO PLANTING SHALL BE INSTALLED UNTIL APPROVAL HAS BEEN GIVEN BY THE ARCHITECT IN WRITING. F. CARE SHALL BE TAKEN THAT THE RATE OF APPLICATION OF WATER DOES NOT CAUSE EROSION OR $LUFFING OF SOILS. G. ALL DEPRESSIONS, VOIDS, EROSION SCARS, AND SETTLED TRENCHES GENERATED BY THE DEEP WATERING SHALL BE FILLED WITH CONDITIONED TOPSOIL AND BROUGHT TO FINISH GRADE. FINISH GRADING: . 1 FINISH GRADES SHALL BE AS INDICATED ON CIVIL ENGINEER'S AND LANDSCAPE DRAWINGS. , 2 FINISH GRADES SHALL BE MEASURED AS THE FINAL WATER- COMPACTED. AND SETTLED SURFACE GRADES AND SHALL BE WITHIN PLUS QR MINUS 0.1 FOOT OF THE SPOT ELEI/ATIONS AND GRADE LINES INDICATED ON THE CIVIL ENGINEERS DRAWING. UNLESS OTHERWISE NOTED, FINISH GRADE SHALL BE 2" BELOW ADJACENT FINISH PAVING SURFACES IN GROUNOCOVER AREAS AND 1" BELOW IN LAWN AREAS. . 3 .4 .5 FINISH GRADES SHALL BE MEASURED AT THE TOP SURFACE OF SURFACE MATERIALS. MOLDING ANO ROUNDING OF THE GRADES SHALL BE PROVIDED AT ALL CHANGES IN SLOPE. ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROM TILLAGE, ROTOTILLING, AND ALL OTHER OPERATIONS, SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED. 3 5 .6 THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES DURING GRADING AND CONDITIONING OPERATIONS. . 7 FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE WITH ALL SURFACE DRAINAGE AWAY FROM BUILDINGS, WALLS, AND TOWARD ROADWAYS, DRAINS, AND CATCH BASINS. . 8 FINAL GRADES SHALL BE ACCEPTABLE TO THE ARCHITECT BEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN. , 9 PLANTING SURFACES SHALL BE GRADED WITH NO LESS THAN TWO (2) PERCENT SURFACE SLOPE FOR POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS. PLANTING: , 1 THE LAYOUT OF LOCATIONS FOR PLANTS AND OUTLINES OF GROUNDCOVER TO BE PLANTED SHALL BE APPROVED ON THE SITE BY THE ARCHITECT. PRIOR TO THEIR PLANTING. ALL SUCH LOCATIONS SHALL BE CHECKED FOR POSSIBLE INTERFERENCE WITH EXISTING UNDERGROUND PIPING, PRIOR TO EXCAVATION OF HOLES. IF UNDERGROUND CONSTRUCTION OR UTILITY LINES ARE ENCOUNTERED IN THE EXCAVATION OF PLANTING AREAS, OTHER LOCATIONS FOR THE PLANTING MAY BE SELECTED BY THE ARCHITECT. DAMAGE TO EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. . 2 Pk.ANTING TREES •.. ~HR UBS, AND ... 1/I1\!F;S: A. ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDES WITH ROUGHENED SURFACES AND SHALL BE OF THE MINIMUM SIZES INDICATED ON DRAWINGS. HOLES SHALL BE, IN ALL CASES, LARGE ENOUGH TO PERMIT HANDLING AND PLANTING WITHOUT INJURY OR BREAKAGE OF ROOT BALLS OR ROOTS B. EXCAVATION SHALL INCLUDE THE STRIPPING AND STACKING OF ALL ACCEPTABLE SOIL ENCOUNTERED WITHIN THE AREAS TO BE EXCAVATED FOR PLANT PITS AND PLANTING BEDS. PROTECT ALL AREAS THAT ARE TO BE TRUCKED OVER AND UPON WHICH SOIL IS TO BE TEMPORARILY STACKED PENDING ITS RE-USE FOR THE FILLING OF HOLES, PITS, AND BEDS C. EXCESS SOIL GENERATED FROM THE PLANTING HOLES SHALL BE SPREAD ON THE SITE AS DIRECTED BY THE ARCHITECT. D. PLANTS IN CONTAINERS SHALL HAVE THE CANS OPENED BY CUTTING VERTICALLY ON OPPOSITE SIDES OF EACH CAN WITH NURSERY CAN OPENERS, TIN SNIPS, OR OTHER APPROVED INSTRUMENTS FOR THIS PURPOSE. ALL USED CONTAINERS SHALL BE REMOVED TO THE STORAGE AREA OR FROM THE SITE DAILY. E. THE PLANTS SHALL BE PLANTED AT APPROVED LOCATIONS WITH THE HERETOFORE SPECIFIED CONDITIONER AND SOIL PLANTING BACKFILL. NO PLANT EXCEPT GROUNDCOVER SHALL BE PLANTED WITHIN THREE (3) FEET OF SPRINKLER HEADS. NO TREE SHALL BE PLANTED WITHIN SIX {6) FEET OF SPRINKLER HEADS . F. THE PLANTS SHALL BE PLACED IN THE PLANTING PITS ON UNDISTURBED GRADE. SO THAT THE CROWNS OF THE ROOT BALLS ARE 1" ABOVE SURROUNDING FINISH GRADE. AFTER SETTING THE PLANTS, THE REMAINING BACKFILL MATERIAL SHALL BE CAREFULLY TAMPED AND SETTLED AROUND EACH ROOT BALL TO FILL ALL VOIDS. G. EACH TREE AND SHRUB SHALL BE PLACED IN THE CENTER OF THE HOLE AND SHALL BE SET PLUMB AND HELD RIGIDLY IN POSITION UNTIL THE PLANTING BACKFILL HAS BEEN TAMPED FROM AROUND EACH ROOT BALL. H. I. J. K_ L. M. N 0. P. Q. PLANTING TABLETS SHALL BE PLACED IN EACH PLANTING HOLE, LOCATED AS PER MANUFACTURER'S SPECIFICATIONS, AT THE FOLLOWING RATES: (1)-5 GRAM TABLET (1)-21 GRAM TABLET (3)-21 GRAM TABLETS (5)-21 GRAM TABLETS (1 )·21 GRAM TABLET PER LINER AND FLAT SIZE PLANT. PER 1-GALLON CONTAINER . PER 5-GALLON CONTAINER. PER 15-GALLON CONTAINER. PER EACH 3" OF BOX SIZE. NO PLANT WILL BE ACCEPTED IF THE ROOT BALL IS BROKEN OR CRACKED, EITHER BEFORE, DURING OR AFTER THE PROCESS OF INSTALLATION. ALL PLANTS SHALL BE THOROUGHLY WATERED IN TO THE FULL DEPTH OF EACH PLANTING HOLE IMMEDIATELY AFTER PLANTING. ALL TREES SPECIFIED TO BE STAKED SHALL BE STAKED WITH TWO LODGE POLE STAKES, DRIVEN INTO THE GROUND ON THE SIDES OF THE TREE PERPENDICULAR TO THE PREVAILING WINDS. THE STAKES SHALL BE DRIVEN IN PLUMB AND SECURE. SPECIAL CARE SHALL BE TAKEN THAT THE DRIVING IN OF THE STAKE DOES NOT DAMAGE THE TREE ROOTS OR ROOT BALL. TREE TIES SHALL BE FASTENED TO EACH TREE AND STAKE BY LOOPING FIGURE S'S WITH THE INSIDE DIAMETER OF THE TIE AT 2 OR 3 TIMES THE DIAMETER OF THE TREE AND BY TACKING THE BACK OF THE TIE TO THE STAKE. (SEE DETAILED DRAWINGS.) ALL TREES SPECIFIED TO BE GUYED SHALL BE GUYED AS DETAILED. THE STAKING AND GUYING SHALL BE ACCOMPLISHED IN SUCH A MANNER AS TO INSURE THE PROPER AND HEALTHY GROWTH AND SAFETY OF THE PLANTS, PROPERTY, AND THE PUBLIC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE AND SUBSURFACE DRAINAGE REQUIRED WHICH MAY AFFECT HIS GUARANTEE OF THE TREES, SHRUBS, AND VINES. PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL TREES, SHRUBS, AND VINES WHEN NECESSARY TO PROVIDE THE SPECIFIED OR APPROVED STANDARD SHAPES, FORM AND/OR SIZES CHARACTEl',STIC TO EACH PLANT. PRUNING MAY INCLUDE THINNING, TOPPING, AND/OR CUTTING AND SHALL BE UNDER THE DIRECTION OF THE ARCHITECT. CUTS OVER 3/4 INCH IN DIAMETER SHALL BE PAINTED WITH APPROVED TREE SEALANT. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED ANO PLANTED WITH A CRANE. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED IN PLACE PRIOR TO THE DIGGING OF THE HOLE. '----------------·----·-·--·--·----------·-·--·-"······-·-·-·--·-····--·-····--··-·-·-· ··-······" ······ '"" 0-::ite PIGttec: -3 .4 ,5 PLANTING GROUNDCOVERS: A. GROUNDCOVERS SHALL BE PLANTED IN THE AREAS INDICATED ON THE DRAWINGS. THE GROUNDCOVER PLANTS SHALL BE ROOTED CUTTINGS GROWN IN FLATS, AND SHALL REMAIN IN THOSE FLATS UNTIL TRANSPLANTING. 13. ALL GROUNDCQVER PLANTS SHALL BE PLANTED WITH SOIL AROUND ROOTS IN STAGGERED ROWS, EVENLY SPACED AT THE INTERVALS CALLED OUT ON THE DRAWINGS. C. THE GROUNDCOVER PLANTS SHALL BE PLANTED SUFFI· CIENTLY DEEP TO COVER ALL ROOTS AND A PLANTING TABLET SHALL BE PLACED IN EACH PLANTING HOLE, AS PER MANUFACTURER'S SPECIFICATIONS, AND SHALL Bio IMMEDI- ATELY SPRINKLED AFTER PLANTING UNTIL THE ENTIRE AREA IS SOAKED TO THE FULL DEPTH OF ALL THE HOLES. D. THE GROUNDCOVER PLANTING AREA SHALL BE HAND- SMOOTHED AFTER PLANTING TO PROVIDE AN EVEN, SMOOTH FINAL FINISH GRADE. 3 .6 HERBICIDE APPLICATION: 3,7 PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO GROUNDCOVER AREAS ONLY, ANO IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. DO NOT APPLY IN LAWN OR HYDROSEED AREAS. ARCHITECT SHALL BE IIIOTIFIED AND PRESENT AT THE TIME OF THE APPLICATION. CLEAN UP: AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK. CONTRACTOR SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO PLANTINGS. E. GROUNDCOVER SHALL BE PLANTED WITHIN 12" OF MAIN [ PLANT STEM WHERE SHRUBS AND TREES ARE PLANTED. -E ---~-F. SEEDING OF LAWNS A 3" LAYER OF ORGANIC MULCH SHALL BE PLACED IN ALL NON-TURF PLANTING AREAS LESS STEEP TH-AN 3:1. A -FLOATING: AFTER PREPARATION OF SOIL, FINISH GRADING, DEEP WATERING AND FERTILIZING, THE AREAS TO BE SEEDED SHALL BE LOOSENED TO A DEPTH OF TWO INCHES AND RAKED AND FLOATED TO THE FINAL FINISH GRADE BY ANY STANDARD METHOD ACCEPTABLE TO THE ARCHITECT, WITH THE FINISH SURFACES LEFT EVEN AND SMOOTH, FREE FROM RIDGES AND DEPRESSIONS AND REASONABLY WELL-FIRMED. B, METHOD OF SOWING: A METHOD OF SOWING SATISFACTORY TO THE ARCHITECT SHALL BE EMPLOYED, USING AN APPROVED MECHANICAL POWER-DRIVEN DRILL OR BILLON SEEDER, MECHANICAL HAND SEEDER. OR OTHER APPROVED EQUIPMENT. C, BROADCASTING OF SEED: THE SEED SHALL BE EVENLY BROADCAST OVER THE ENTIRE LAWN AREA AT THE RATE OF 10 POUNDS PER 1,000 SQUARE FEET. DURING THE SOWING, CARE SHALL 6E EXERCISED TO KEEP UNIFORM SEED $PACING. D. COVERING AND INITIAL COMPACTING: THE SEED SHALL BE COVERED BY MEANS OF A SPIKE HARROW, CHAIN HARROW, CULTIPACKER, OR OTHER APPROVED DEVICE. THE SEEDED AREAS SHALL IMMEDIATELY BE COMPACTED BY MEANS OF A ROLLER. CULTIPACKER, OR OTHER APPROVED EQUIPMENT WEIGHING 60 TO 90 POUNDS PER LINEAL FOOT OF ROLLER. E, TOP DRESSING (OPTIONAL): ALL SEEDED AREAS SHALL BE TOPDRESSED WITH NITROHUMUS, SPREAD UNIFORMLY IN A CONTINUOS BLANKET USING 1·1/2 CUBIC YARDS PER 1,000 SQUARE FEET (APPROXIMATELY 1/4 INCH LAYER). THE NITROHUMUS SHALL BE SPREAD STARTING AT THE WINDWARD SIDE OF THE AREA. F. INITIAL WATERING: IMMEDIATELY FOLLOWING THE TOPDRESSING (IF EXERCISED), A LIGHT, FINE MIST SPRAY SHALL BE APPLIED TO THE LAWN AREAS TO ANCHOR THE DRESSING TO THE SOIL, FORMING A PROTECTIVE CRUST TO PREVENT WIND EROSION AND DRYING-OUT OF THE SEED. THE LAWN AREA SHALL BE KEPT MOIST. BUT NOT GLISTENING WET, UNTIL FULL GERMINATION. G. FINAL COMPACTION: THE FULLY GERMINATED LAWN AREAS SHALL BE ALLOWED TO DRY SUFFICIENTLY TO PERMIT ROLLING AND $HALL THEN BE ROLLED WITH 60 TO 90 POUNDS PER LINEAL FOOT. ROLLER TO COMPACT THE SOIL AROUND THE GRASS ROOTS ANO TO PROVIDE A FIRM, SMOOTH MOWING SURFACE. H. FILLING: FOLLOWING COMPACTION AND IRRIGATION SETTLEMENT, ALL DEPRESSED AREAS SHALL BE FILLED WITH SCREENED CONDITIONED TOPSOIL AND RE-SEEDED WHERE NECESSARY, I. PROTECTION: THE LAWN AREAS SHALL BE PROTECTED AGAINST FOOT TRAFFIC AND OTHER USE IMMEDIATELY AFTER SEEDING IS COMPLETED BY PLACING WARNING SIGNS AND TEMPORARY TWINE AND FLAGGING AROUND AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR. J. FINISHING: AFTER THE SEEDING OPERATIONS HAVE BEEN COMPLETED, THE TOP SURFACE OF THE LAWN AREAS SHALL BE LEFT SMOOTH AND EVEN AND SHALL CONFORM TO FINISH GRADES. tf.Y.DRO.-SEEOING SHRUBS, TREES AND GROUNDCO)l!;ftS_; A. HYDRO-SEED SHALL BE APPLIED IN THE AREAS INDICATED ON THE DRAWINGS AND AS CALLED FOR PER MIX. B. HYDRO-SEEDING EQUIPMENT: HYDRAULIC EQUIPMENT USED FOR THE APPLICATION OF FERTILIZER, SEED, ANO SLURRY OF PREPARED WOOD PULP OR FIBER SHALL BE OF THE "SUPER HYROSEEDER" TYPE AS APPROVED BY THE ARCHITECT. THIS EQUIPMENT SHALL HAVE A BUILT-IN AGITATION SYSTEM WITH AN OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND HOMOGENEOUSLY MIX A $LURRY CONTAINING 1,200 POUNDS OF MULCH AND $EEO. THE SLURRY DISTRIBUTION LINES SHALL BE LARGE ENOUGH TO PREVENT STOPPAGE AND SHALL PROVIDE EVEN DISTRIBUTION OF THE SLURRY. THE SLURRY TANK SHALL HAVE A MINIMUM CAPACITY OF 1,350 GALLONS AND SHALL BE MOUNTED ON A TRAVELING UNIT WHICH WILL PACE THE SLURRY TANK AND SPRAY NOZZLES WITHIN SUFFICIENT PROXIMITY TO THE AREAS TO BE SPRAYED SO AS TO PROI/IDE UNIFORM DISTRIBUTION WITHOUT WASTE. C. APPLICATION METHOD: USING THE WOOD PULP AS A GUIDE, THE EQUIPMENT OPERATOR SHALL SPRY THE SOIL WITH A UNIFORM VISIBLE COAT OF SLURRY. THE SLURRY SHALL BE APPLIED IN A SWEEPING MOTION, IN AN ARCHED STREAM, SO AS TO FALL LIKE RAIN ALLOWING THE WOOD FIBERS TO BUILD UPON EACH OTHER, UNTIL A COMPLETE, EVEN COVERAGE COAT IS ACHIEVED. D. HYRDO-SEEOEO AREAS SHALL BE KEPT MOIST AT ALL TIMES 20-24 DAYS PLANTING OR UNTIL THE NEW GROWTH OF THE PLANTS IS SUFFICIENTLY WELL ESTABLISHED AS PER ARCHITECT'S APPROVAL. E. HYDRO-SEEDED AREAS SHALL BE PROTECTED AGAINST FOOT TRAFFIC AND OTHER USI:' IMMEDIATELY AFTER HYDRO- SEEDING IS COMPLETED BY PLACING WARNING SIGNS AND TEMPORARY TWINE AND FLAGGING AROUND THE AREAS F. RE-HYRDO·SEEDING OF BARE AREAS SHALL BE DONE THIRTY (30) DAYS AFTER INITIAL APPLICATION . • ·······-·· ·-·-·--· .. ·-...... ·-·····--··-···-··-·--·------ ___ ,, ___ .. , .. , .. ______________ _ ·( 1~ Le Jolla Centre ll ~)~ •·1 ~ Londscape Archilect-ure, • Pl&nnirig j , b. ~ \ i)266 Town,,• Centr<> Dri••e, Suite 3•f0 , ,iq~ r Sa.:n Dkeigo, CA 921:21 "3002 i...~ ~ .. 1 a.19,:;1,r:,.11;1:; • r~, 650.u;eo ' ,6, S E3 U I I_. T " APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCA':.'JON OF ---------- f)I.A.N'l'I. ,re··, ~ 'R" 1··, I\ n -n Hi '.,g,), ···-·--·-·-----+-- .. -· ··········--------···· ..... FOUR SEASONS RESORT AT AVIARA SPORTS CLUB-UNIIT 1 -·-----···-·-···-· ·-----------,••--·-·-····-·-· ..... -··=--., ·--·-----·~ .,. "····· "-~-~------·-· ·--··-··----·-···----·"· -----,--- -----------·-·"··-·--··-·-·--··"·'·'·· =-+.-:--·-· -+-·-----Dr-1H: lNJ"I 1,'.:\~ L)(.,i I t11fjit~LFR or WORK l~EV!SION DESCRIPTION -" c• . . ...... (l) o E L 0 0. z <( -------· -----------------,~·---·--z· ~ ----------------------------------------·-··---··-_____________ ·------·-----------" o C CMWD NO. ,,.. PAGE. 2 LIGHTING SCHEMA TIC NOT FOR CONSTRUCTION "'•-•n••••-•n•-••n-•-•-•••n••u ___ .,._•-•-nOn-~----•••MM_..,...,, ___ , __ ,u•u---uu_n_,, __________________________ , ________________________________ , -- _ .. ~ .. -.. ...,-,_~, f:" . ··-Cq!__~~ . ······-····"j"' ~ .. , ... ,. - HEVJ~;JON OESCf11PT!IJ,•,I : --, ' -------······'""---· bY. FOUR SEASONS RESORT AT A VI ARA SPO ~. -1' 1 CMWD I\JO. r·--. C:::> C) ' 0 z <( z --~ DLi...