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Home My WebLink AboutDWG 358-7L; CT 97-01; RANCHO CARRILLO VILLAGE H; 01-30RECLAIMED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S "CARLSBAD RECLAMATION RULES 8< REGULATIONS FOR CONSTRUCTION OFRECL/>JMED WATER M/>JNS" DATED OCTOBER, 1993. 2. DRINKING FOUNT/>JNS SHALL BE PROTECTED FROM SPRAY OF RECLAIMED WATER BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECL/>JMED WATER ENCROACHMENT ON PUBLIC FACILITIES SUCH I'S PICNIC TABLES, BBQ'S, PLAYGROUNDS SAND LOTS, ETC. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE, PONDING. RUN-OFF, OVER SPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. ON-SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. THE IRRIGATION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10:00 P.M. AND 6:QQ A.M. THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME WITH QUALIFIED SUPERVISORY PERSONNEL -&>>-\ ':le$, 9. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT FROM RECLAIMED WATER. WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION, THROUGH IRRIGATION OR OTHER APPROVED USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECL/>JMED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR USE ON RECL/>JMED WATER DISTRIBUTION SYSTEMS (SPIKES NOT l~J.t'-WITH POTABLE WATER QUICK COUPLER SPIKES) PER CARLSBAD MUNICIPAL WAH:I{ DISTRICT'S RULES AND REGULATIONS 13. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 14. ALL IRRIGATION PIPE SHALL BE STENCILED, COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE PER THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ALL POTABLE WATER AND RECLAIMED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 16. WHEN A POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS, THE RECLAIMED LINE SHALL BE INST AL LED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POT ABLE LINE, FOR A TOTAL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECL/>JMED LINE. 18. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. * 19. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND A COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH PRIOR TO ANY USE OF RECLAIMED WATER. 20. QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING, RECL/>JMED WATER: QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL HAVE ACME TYPE THREADS (SPIKES NOT lt•ffi!!t.q4t.l-l~ WITH POTABLE WATER QUICK COUPLER SPIKES) AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO THE VAL VE. QUICK COUPLING VALVES SHALL BE NELSON NO. 7645, HUNTER NO. HV100A-RL -NP OR APPROVED EQUAL. 21. AN ANNUAL CROSS CONNECTION INSPECTION SHALL BE DONE EITHER BY CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. * 22. DEVELOPER SHALL SHOW THE LOCATIONS OF R.C. SIGNS "DO NOT DRINK" ON THESE PLANS. * 23. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS CONNECTION PROTECTION AND THE SPECIFIC REQUIREMENTS OF A RECLAIMED WATER SYSTEM. COPIES OF THE DESIGNATION WITH CONT ACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH AND THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONT ACT 0:,.--/4 i ~vJ::..+~12. ,-;~. ;..-I -' ,,:.._ AFTER HOURS CONT ACT V,....., i::; ire'"'' •·1?'' AT (b1q) 7'1~ ·2'5f.,0 AT /IJ' I"\) ?1 ? · ;_ "';, f:i L"l 24. SHOW ALL POTABLE WATER LINES ON PLAN 25. ON RECLAIMED WATER SYSTEMS, ALL APPURTENANCES(SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR CODED PURPLE PER AWWA GUIDELINES AND SECTION 404954 OF THE CALIFORNIA HEAL TH AND SAFTEY CODE. * ITEMS NO'S B, 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 THIS LP.BUT THE SIGNS AND TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF RECLAIMED WATER. SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON A 8½" X 11" SIZED SIGN. COLOR<~ BACKGROUND WITH !'?l>Cl-(. U!,1Tffil$f, / BLACK LOGO r-PURPLE BACKGROUND / 36" WARN! G RECLAIMED WATER DO NOT DRINK R CLAIMED WATER AVISO -AGUA IMPURA N TOMAR r EXISTING METER #2 .. PERMANENT (FORMERLY TEMPORARY) AT ROAD STATION 79+55 MELROSE DRIVE RECLAIMED WATER SYSTEM (PRIVATE) RANCHO CARRILLO VILLAGE , H' SEE RANCHO CARRILLO DWG. 331·1 L FOR LOCATION HYDRAULIC GRADIENT ELEVATION AT P.O.C. STATIC PRESSURE 700 FEET 424 ELEVATION 187 PSI I GUI DEL INES FOR RECLAIMED WATER USE 1. IRRIGATE BETWEEN THE HOURS OF 10,QO P.M. AND 5,00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ONSITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. 3. 4. 5. 6. 7. 8. 9. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION, ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS, PRIVATE LOTS, STREETS AND SIDEWALKS. MONITOR AND MAINT/>JN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL F/>JLURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. EDUCATE ALL MAINTENANCE PERSONNEL. ON A CONTINUOUS BASIS OF THE PRESENCE OF RECLAIMED WATER. PERSONNEL MUST BE INFORMED THAT RECL/>JMED WATER IN MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES: HAND OR TOOL WASHING: AND ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPING INDUSTRY, IT IS IMPORTANT THIS IMFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ONSITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH 3" X 4" IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4", PURPLE IN COLOR WITH THE WORDS "WARNING RECLAIMED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISO -AGUA IMPURA -NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. 8. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR 3, ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECL/>JMED WATER SPRINKLER HEADS. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECLAIMED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS1 INCH HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE RE/>JDIL Y SEEN BY ANY Of?ERATIONS PERSONNEL UTILIZING THE EQUIPMENT, INSPECTION PROCEDU'RES 1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. 8, C. D. E. F. G. LOCATION OF PIPE LINES. TRENCH DEPTH. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY). PIPE IDENTIFICATION POINTS-OF-CONNECTION <POC'S). LOCATION AND IDENTIFICATION OF SPRINKLER HEADS. WARNING SIGNS AT THE SITE AND 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 AND 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. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECLAIMED WATER. 8. WARNING SIGNS AND LABELS. C. QUICK COUPLING VAL YES. D. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F. REQUIRED PROTECTION OF WELL, STREAMS, RESERVOIRS, ETC. G. CROSS-CONNECTION. 3. ANNUAL INSPECTION SHALL INCLUDE• A COMPLETE INSPECTION WHICH SHOULD COVER PART A, PART B•AND PART G OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, CITY PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. ... WARNING RECLAIMED WATER DO NOT DRINK IIEVIEllt:D IYI @ I I LoT n I DPE.N 5PACli I 27 LOT n OPEN Sl'ACI! ....,;_ --. ~ LOTn Pf.N SPAC~ ,- DECLARATION OF RESPONSIBLE CHARGE 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. .,,,,. !UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBLITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATE CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL DITIONS OF ROYAL RELATED TO LANDSCAPING. DATE• l,JJ:r/-; 8 ,,,,.-_ _,,. r I I I/ LOT 77 7bPEN SPACE ti STATION CONTROLLER :MJ.::(PERMANENT LANDSCAPE MAINTAINED BY HOA) CHANGE CONTROLLER FROM tJ ■,---• STATION MODEL TO A RAINMASTER , ~STATION "EYOLUTION"MODEL LC) EXISIJ.N? EQUIPMl:NT PER LANDSCAPE IMPROVEMENT DRAWINGS 331-1 L . 1•1/2" RECLAIMED WATER METER ON 2" SERVICE LINE 0 ' REDUCED PRESSURE BACKFLOW PREVENTER AND PRESSURE REGULATOR ON 2" PLUMBING 1,._• ____ MASTER VALVE 1·112" FLOW SENSOR' SET PRESSURE AT~ MIN. FlSYVI/ il GPM MAX Ft.DN. il.2, Legend -w- --- SHEET 1.NDEX CMWD TITLE SHEET TITLE SHEET IRRIGATION PLANS 'Existing Potable water system Existing reclaimed water system Proposed reclaimed water system • Reclaimed. water connection point meter and 'backflow Controller Location Reclaimed Water -Do Not Drink" signs -See this sheet (12"x36") Typical ( 5 ea.) places. SHEET 1 2 II TO !"I- IRRIGATION LEGEND & ENTRY IRRIGA'OON PLAN IRRIGATION DETAILS IRRIGATION SPECIFICATIONS If TO ,Z.o IRRIGATION CALCULATIONS & NOTES 2-1 KEY MAP 200 klO Nl)t TO SCAL.! 0 200 ◄00 GRAPHIC SCALE I'= 200' PACIFIC OCEAN Cli't ISTA' .&,:~~1:,....---t;::,,rs8x~fJN VICINITY MAP NOT TO SCALE Landlll!ep• A.-ehllecluN • Plennln1 Le ,one Centre II 0266 Towne Cenlre Drive, Suite 340 Sen Diego, CA 92121 ·8002 819.660,16.,6 • Fax 660.1680 TITLE DATE REVIEWED 8Y1 INSPECTOR DATE DEVELOPER'S NAME I U>N:CllrNie/ !k:w, ill)C::; ADORE ss: llliPh, Hl#t IZid.Jff:: w., '7Urrt!: a:v :::)HJ J?lf:i::'.irr:2 a.. CARLSBAD MUNICIPA WATER DISTRICT Sheet CI TY OF CARLSBAD 30 PlANNINKi DEPARTl,[NT TELEPHONE• (1.,l'l) 717-2'780 PRIVATE (ONSITEl RECLAIMED WATER SYSTEM FDR: Revisions must ba approved by Public Health R NC Q CARR ILL Q 5 /44 W ,-,rl,e,;..L -,J,,,_ <I,,. Engineer, City Plannin?, Director & District A H -o ~9~6~-:0;1 :6~,:---f--!ENG~~ifitt~R~fiiG~NG~l~~~~H~Clt~Rs:~~~if~mi~~~•'.,_·'fJ_L~ _-_-_-_-_-_-_-_..:Ein:'....gnincieierripir.!ifo~rc ..!tyo:·..:: 1 jm~p..!e~mjeiin::.tjafitioin§i~n.:. .::~fi:..:.e~l!!d~-~B~r~::::::::t~D~A~T-E:. _.!P=L~A:N=~P=R~E~P-A: -R~E~DJl~J~l-lH:B:<te~]~~tfB~Y:::C'b\t.-:~~::':iJ:l-~-~~~~j VIL L J\G ( , H, ~ ~ AVISO -AGUA IMPURA NO TOMAR r CARLSBAD ~NICIPAL WATER DISTRICT DISTRICT APPROVED CHANGES BENCH MARK ~-v, ..., n NO Approve<! Dote Desc.-lptla, __________________ 1-----------------------, 0 • ~ .,_ • 2 •fa ' APPROVED /l / 1 ·· L IAII PL¥!,KII• DISTRICT ENCINEEII Date W St, 6 Ll:'1/lA4 L£ <'.04 ~ -7-9 'p z:;; r~~~,=.~irR~· l.:J·E~-..i2~8~1!!&~;-;ITT.ii""irumDEPAIITM00-----1-+---------------t---+--, LOCOtlon___________________ ASSISTANT PLANNING DIRECTOR: DATE ti .. 12" X 36" SIZE 1" BLACK LETTERS ,\' SAN DIEGO ClllNTY DEPARTll:NT 1----1--------------1---+----l ~:.:..:.::..:.;;;:.:...;...:..;.;;.=..:..+=:;..;.;... ____ .-~::-:--:-:-:--=---;.~ 111 .016 ALuM1NuM'r.060 ABS 18 .. x 18 .. sizE o.-..-.. PRcuEc1 NO. oRA•)Na ND, e :li? PLASTIC ORS ICK-ON .016 AI..UMINUM1,,O60 ABS PLASTIC ~..iJff)ll ... '-~~IAL HEALTH _3-1\..,,N--+-------------+---t---, Reco-a Fr0111 _______________ h==----i o.." L __ ~v:1:N:Y~L_s:1~G:N:S~·-____ ::~~2~·~·~B~L~A~C:K~LE~T~T~E~R:S~-----------=O~R~S~T~IC~K~-~O~N~v~IN~Y~L~S~IG~N~S~. _____ _L~~~~~~~~~~ED~B~Y~•b=-==-:~:·=======--=b~~~-~l:~t:::::::::::::::::::::::::~r::::~c:~l.'.E~•e:v:o'~i:a,~~~~~~~~~~~~~~~D:o:tu:m~~============:.1~heck:..:_~__:_ ___ -1c~C~T-~-9~7~-~0Yi15Bt7c~i:.3i:5~8F-:7::_L~~~ C. M. W. D, JOB NO. 97-539 @_) Date Plotted: NOT TO St AL£ CITY OF OC!;!,N"l>E PACIFIC OCEAN ,, VICINITY MAP NOT TO SCALE: OINIAAL NOTIS: 1. THE CONTRACTOR MUST NOTIFY TH@!: CITY PLAN CONSULTANT C619) 438-11$~, f:XTENSION #42:!1, 72 HOURS WORKING DAYS), PRIOR 1'0 STARTING CONSTFIUCTION. CHECK (THA!! 2. •• 4. 7. THE LANDSCAPE OR IRRIGATION CONTl'IACTOFI. IS TO VERIFY EXISTING P.$.I, Al J06 SITE PRIOR TO INSTALLING LANDSCAPe JRFIIGA,TION SY$Tl;M, VERIFICATION SHALL BE MAD£ WITH THE APPROPRIATE WAtEFI OISTRICT. ALL REDUCED PRESSURE SACKFL.OW PREVENTERS SHALL BE TESTED AFTER INSTALLATION, f=tELOCATION, OFI flf;PAIRS BY A CITY APPROVEO CERTIFIED TESTER. CA.LL 438-2722, E:Xf. 152 FOR A LIST or CITY APPflOVED CERTIFIED TESTERS. DEVELOPEflfOWNi::!A 1$ Afli:Sf;'ON$18LE FOR SUPPLYING A. COPY OF THE TEST RESULTS TO THE CARLSBAD MUNICIPAL WATER DISTRICT, !S9!HI EL CAMINO REAL. CONSTRUCTION SCHEDULE: A. PRIOR TO ISSUANCE OF Gl'IADINQ PIERMITS, THI! APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAi. OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLININO THE llMIN□ OF THE SLOPE Pl.ANTING ANO IRRIGATION, m. SPECIAL CONSIDERATION SHALL BE GIVEN TO WATER ANO ELECTRICAL SERVICES. C. IAAIGA,llON ANO PL.ANTING SHAL,L TAl<E! PLACE AS GRADING PROGRESSES, D, THE SCHEOUL.E SHALL SHOW llMINfJ OF CONSTRUCTION OF FIH!E•SrANO!NO, RETAINING AND cme WALLS IMMEDl,l\ll:!.lY AFTER ROUGH GRADING AT EACH LOCArlON IS ACHll!!VED. IRRIOATION: A, INSTALLATION OF IFIRIGATION AB SHOWN ON THE .Af;>P'AOVED PLANS SHALL COMMENCE WITHIN i O OA YS OF THE TIME WHEN t!ACH SLOPE IS BROUGH! TO GRADE AS SHOWri ON THE APPROVED GRADING PLAN$. PLANTING: A, PLANTING ANO IAFUGATION FOR THE AAl'!AS DE!llCRleEO AllOVE UNDER NO. 5 SHAl,..I. BE COMPL.ETEl,..Y IN$TALLl;:0, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. SLOPE PLANTINO STANDARDS: A. SLOPES REQUIRING EROSION CONTFIO\. Me:,\$Ul'll!:S AS SPECIFJE.O HEREIN SHALL BE T'-t!:AHiO WITH ONE OR MORE Of THE FOLLOWING PI..ANTINQ STANDAFIOS: 1. .STANDARO #1 • COVER CROP/JUTE! MESH 2. 3. 4, i COVER CROP SHALL BE A SEl!D MIX TYPICALLY MADI!! lJP OF OUICt(. QERMINATINO AND FAST COVERING OFIASBl!S, CLOVERS, AN0/0~ 'WILD FLOWEFlS. SUBMIT THE SPECIFIC SEED MIX FOR ClrY APPROVAi.. Pfl'IOR TO APPLICATION, THE COVER CROP SHALL BE APPU~O AT A RATE ANO MANNER SUFFICIENT TO PROVIDE 90% COVERAGE: WITHIN THIRTY (JO) DAY$. TYPE OF JUTE Ml:!SH SHALL BE AS APPROVED BY THI!! CITY ANO STAl(ElJ iO THE SLOPE AS Al:!:COMMENOED BT THE MANUFACTUREft. JUTE MESH SHAlL BE REOUIAED WHEN PLANTING OCCURS BETWEEN AlHJUST 15 ANO APRIi. 16. CURING THE REMAINDER OF THE YeAR, IHE COVER CROP ANO/OR JUTE MESH MAY BE USED. STANDARD 12 • GROUND COVER ONE HUNDAED (100%) PERC!NT OF TH! AREA SHALL I! PL .. Nrno WITH A GROUND COVER KNOWN TO HAVE EXCELLfl:Nt $Oil BINDING CHARACtl!RISTICS (PLANTEO FROM A MINIMUM SIXE OF FLA'f'Tl:D MATERIAL AND SPACED TO PROVIOE FULL COVERAGE WITHIN ONE YEAR). STANDARD #3 + LOW SHRUBS LOW BPRE'AOING WOODY SHFIUBS {PLANT~O f"ROM A MINIMUM OF 2-3/4 tNCt-f LINERS) SHALL COVl!R A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE,, STANOAAD '4 ~ TREES AND/OR LARGE SHRUBS Tf\E:es AND/OR LAAGE SHRUBS SHALL 13E {PLANTED FROM A MINIMUM OF 1 GALLON CONTA,INEtl$) AT A MINIMUM OF ONE (1) PLANT PER TWO HUNDRED (200) SQUARE FEET. Al'IEA$ OF APPLICATION • SLOPES 6:1 OFI STEEPER AND: 1. 3 FEET OR LESS IN V•ATICAL HEIGHT ANO AAI ADJACENT TO PUBLIC WALKS OR STREETS ReOUIAE A MINIMUM $lANOARD lt1 fCOVEFI CROP AND JUTED). Z. 4 FEET TO 8 FEEi IN VERTICAL HEIGHT l'I.EOUIFIE STANO.ARDS 11, #~ .AND #3. 3, IN l;;XCESS OF 8 FEET IN V!!RTICAL HEIGttT Al!OUIRS STANDARDS 11, #~, 113 AND 14. OF VISTA IRRIGATION AND PLANTING PLANS FOR: 1 0. (:, SPECIAL CON·OITIONS 1. AREAS GRADED FLATTl!lll THAN 8;1 IIIIOUIJIIE STANbAAO #1 (COVER CROP) WHEN HIEY HAVE ONE OR MOFIE OF THE F(H.,LOWING CONDITIONS: 1 I SHEET GRADED PADS NOT $CH!DUL!O FOR !MPROVE;M~NTS WITHIN 6 MONTJ-1$ OF COMPLHION OF ROUGH ORAOINO, 2) A POTENTIAi.. EROSION PROBLEM AS oar~RMINED BY THE CITY. 3) IOSNTIFIEO BY THI! CITY AS HIGHLY VISUlll! AREAS TO THI: f;'UaL!C OR HAVE SP!CIAt.. CONDITION9 nu.r WARRANT IMME.OIAtE TReATMENL D. AAl!:A!I TO B~ HYOROSEl!O'ED SHALL FIFl$T tsE DISKED O A AOTOTILLE'D TO PROVIDE A FRIABLE, LOOSE S~ED BED. a,LOPE IFl:FHGATION STANb,ff,ROS: A, WATER SE:.FIVICE (POINT OF CONNECTION) INSTALLATION, TEMPORARY OF{ l"l;RMANENT, SHALL Bl! IN PLACE TO COINCIDE WIT"i PLANTING TIMING SPECIFIED IN $ECTION E.3-1 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL, S. PIPE 1. ON GRADE PIPE IS NOT ALLOWl50 UNL~SS lt IS DEMONSTRATED TO lf-lE $ATISFACTION OF THE CITY THAT THE ROCKY CONDITION 0~ ti-ti;: SLOPE WOULD PREVENT TRENCHING, IN CASES WHERE ON GRADE PIPE IS ALLOWF.D, IT SHALL BE THE OAL,V.ll.NIZli:D TYPE OR OVA RESISTANT PVC APPFIOVEO BV TUE Clt't, 11. LETTER OF CERTIFICATION (INSTALLArtON): 12. A. THE LICENSED DESIGNER OF RECORD FO~ Al.l TH! PROJECTS REQUIRING LANDSCAPE PLANS SHALL SI.J$Mll A l.ETTER TO THE CITY STATING THAT THE PROJECT HAS Bftl:e'N INSTALLED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. AS•BUILTS: A, B. C. PRIOA TO RELEASE OF BONOS, AS-•UILT LANDSCAP• PLANS FOR THe aoNbED WORK SHALL BE SUBMITTED TO ANO APPAOVED BY lHI:; CITY. CONTRACTOR SHALL DRAFT ,ti.$-13UILT INFORMATION ONTO HIS FIF.LD St:::T AS WORK PAOGRESSES. CITY INSPECTOR SI-IALL APPROVE CONTRACTOR AS·8Ull TS BEFOA~ TURNINO THEM OVER TO THE LANOSCAPE ARCHITECT, ALONG WITH THi::' CIT'/ MYLARS. D. LANDSCAPE ARCHITECT SHALL ADD AS-8UH .. l INl'"OFtMATION TO CITY MYLARS AND A~TIJRN l'HeM TO THE PLANNING OEPARTME:NT. E. PLANNING DEPARTMeNT SHAl.l.., Fl~VIEW .AND Af'Pf'IOVE A$" BUILT MYLAAS BEFORE OFU)ERING PrllNT PACt(AGE. l'J!IJL.Uilli~]lO_N.J>!IQ9JlJ\MiDLLCJU~Atl!Llll\.Q!JlllEMIINTS; F.3-1 CONDITION A • MANUFACTURED SLOPE FlnE PROTECTION (SEE APPENDIX F.2J PERTAINS TO MAN MADI: SLOPES ABUTTING HIGH RISK FIRE AREAS AS DESCRIBED UNDER SECTION II C.1 SECTION A·] · ME.lSUAEO HORIZONTALLY 20 FEET OUTWARD FROM THE OUTLYING EDGE OF STRUCTURE(S). 1 . PLANTED WITH GROUND COVER OR LOW GROWING SHRUB SPECIES (LESS THAN 3' IN HEIGHT) KNOWN TO HAVE FIRE RETARDANT QUALITIES. 2. NO TREES OR SHRUBS ALLOWED. 3. IRRIGAHO. lllaCJlQtLA:2 · MEASURED HORIZONTALLY 20 FE!T OUTWA~D FROM THE OUTLYING EDQE OF SECTION A-1, i, PLANTE[J WITH LOW WATER USE NATURALIZINQ PL.ANT SPECIES KNOWN TO HAVE LOW FUEL CHARACTEfllSTICS, 2. NO TREES ALLOWED. 3. IRRIGATED. SECTION A:1. • MEASURED OUTWARD FROM nH!! 00Tl YING EDGE OF A-2 TO INCLUDE TtlE REMAINDER OF THE AREA BETWEEN seCTION A-2 AND HIGH RISK FIRE AREAS AS DE.SCFI.IBE.D UNDER SECTION II C, HORIZONTAL DISTANCe FROM THE STAUCTUAl!(S, TO UNthEATl:0 HIGH RISK AREA~ SHALL NOT BE LESS TUAN 60'. 1. PLANTED WITH LOW WATER USE NATURALIZING PLANT SPeCIES KNOWN TO HAVE LOW FUEL CHARACTERISTICS. 2. TREES ARE ALLOWED BUT SMALL NOT BE PLANTED CLOSeR THAN 20' APART. 3. IRRIGATED. F.3-2 CONOITID'I B -NATIVE SLOPES-WILOL.lND Fll1E SUPPRUSION (SEE APPENDIX F.2) PERTAINS TO AREAS Wl<ERE REMOVAL OF ENVIRONMeNTALLY seNSITIVE NATIVE VEQETATIOr< IS RESTRICTED WITHIN THE FIRE SECTIONS, S_ECJIQN_B.1 • MEASURED 20' HORIZONTALLY FROM TH! OUTLYING EDQE OF THE STRUCTURE(S) TOWARD THE ENVIRONMENTALLY RESTRICTED AREA AS DEFINED BY THE CITY, 1. REMOVAL OF "HIGH FUEL AND MODERATE HAZARD SPECIES" AS LISTED IN APPENDIX F.1. 2. PLANTING WITH GROUND COVER OA LOW GAOWlr<G SHAUi SPECIES (LESS THAN 3' IN HEIGHT) KNOWN TO HAVE FIRE RETARDANT DUALITIES OR AS OTHERWISE REQUIRED BY THE CITY, 3. NO TREES OR SHRUBS ALLOWED. 4. IRRIGATED. i;ecTJO.NJ2 • MEASURED HORIZONTALLY 20 FEET OUTWMO FROM THE OUTL.YING EDGE OF 81, 1, REMOVAL OF "t-llGH FUEL SPECll:S" AS LISt~D IN APPENDIX F.1. 2. REMOVAL BY SELECTIVE PRUNING OF UP TO 60% OF THE VOLUME OF THE "MODERATE FUEL SPECIES" AS LISTED l'I APPENDIX t::.1. 3. REPLIINTING WITH NATURALIZING LOW FUEL SPECIES. 4. TREES AND LARGE TREE FORM SHRUBS (E,Q, OAKS, SUMAC, TOYON) WHICH ARE BEING RETAINED SMALL Ill! PRUNED TO PROVIDE CLEARANCE EOUAL TO TfiAEE TIMe5 THE HEIGHT Of TME SURROUNDING UNDEASTORY PLANT MATERIAL OR SIX FEET, WHICHEVER IS HIGHE". DEAD AND EXCESSIVELY TWIGGY GROWTH SHALL ALSO BE REMOVED. 8. IRRIOATeD. JI.E.CIIQt.LJli • MEASURED HORIZONTALLY 20 FEET OUTWAAO FROM THE OUTLYING EDGE OF SECTION 82. THE OUTER ecGE OF Bl SHALL EXTEND HORIZONTALLY TO A POINT AT L!AST 60' FROM STRUCTURES. 1. REMOVAL OF "HIGM FUEL SPECIES" AS LISTED IN APPENOIX F.1. 2, REMOVAL BY SELECTIVE PRUNING OF UP TO •O% OF THe VOLUME OF THE "MODERATE FUEL SPeCIES" AS LISTED IN APPENDIX F,1, 3, TREES AND LARGE TREE FORM SHRUBS (E.G. OAKS, SUMAC, TOYON) WHICH ARe BEl'IG RETAINED SHALL BE PRUNeD TD PROVIDE CLEARANCE EQUAL TO THREE TIMES THE HEIGHT Of TME SURROUNDl'IG UNOERSTORV PLANT MATERIAL OR SIX FEET, WHICHEVER IS HIGHER. DEAD AND l:XCESSIVEL V TWIGGY GJlOWTI~ SHALL ALSO BE REMOVED. 4. NON-IRRIGATED. I I OPl!.N SP,\CJI I ~ 27 I "" u -- lB 29 LOT T7 OPl!N srACll N 11 ---'J -;,; ~ i . r-~•- !i J..OT T7 ., orl!N SPAC'Y KEY MAP 0 200 400 100 GRAPHIC SCALE I'= 200' _J I.OT 77 OPl!N SPACll DATE INITIAL ENGINEER or WORK REVISION DESCRIPTION ' ' SHEET INDEX SHl;EI TITLE SHEET SHEET NO, 2 3 ENTRY CONSTRUCTION & PLANTING PLAN CONSTRUCTION DETAILS 6t,i~tit) CONSTRUCTION SPECIFICATIONS IRRIGATION PLANS IRRIGATION LEGEND & ENTRY IRRIGATION PLAN IRRIGATION DETAILS IRRIGATION SPECIFICTIONS IRRIGATION CALCULATIONS PLANTING PLANS PLANTING LEGEND & DETAILS PLANTING SPECIFICTIONS 7-\0 11 • 1-t ,, 1.1,.-,e, r'f-2.0 ZI 1.2. • z-, z. (,, "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS RLA ____ EXP.---- REVIEWED BY: INSPECTOR CITY 0 CARLSBAD DATE DATE APPROVED Ci. Qi L xti'4 0a TPL NING DIRECTOR ':\-7-9'.ll DATE DATE INITIAL DATE llfll IAL C Ill APPROVAi. OW Yo CHKO BH ____ I RVWO 8Y: PROJECT NO, CT-97-01 DRAWING NO. 358~7L CMWD 97.539 MELROSE DRIVE NO LAN'Dl!lC.6/l"E l!:LEMl!:111Tl!l OVl!:l'I 30" IN' HEIGHT WITHIN THESE AREAS. I / ~~-i -~~~r1n---~-r-,. Tr..--,:---y--_, T ... rr: 1--1 -1 1--r~·rT-=t----:=· -... ·. -- fa=,~=f=~!R=~ / ; --------I -= C-Dl..-:: w;sc.awr l'"T1f:ft1_---j;1------._jl]1 i I~ I: ~~~ -~ -= I --§ --- I -I - 1~4/ t1. :: v,,,,,>-,.. -I -I -I -I ~ . " I . . I i• .. •I I . -I fl! . ■I I I / I I I I I I I I I I / / / / / fj..J ~laP f ,t..v1 c+JfMICAL.. t-Tc.HJN&r ~ k.]6U.. GRAPHIC SCALE IN FEET LEGEND (I) COMMUNITY THEME W~Ll COMMUNITY THEME FENCIE ··••■ll(N.1.o.') 11111111111111111 (µ. I.Cl,) . ENTRY AREA \oNSTRUCTION PLAN -I -I -I -I MELROSE DRIVE NO LANDSCAPE ELEMENTS OVER 30" 1111 HEIGHT WITHIN THESE AREAS, / tlJ&-__!.~l.-__.!V!.!.!I l-:::..:•-~,.,~~~q-,-A-::--t..---i -I /,. -I -I -I - ""--_..,!.w'l~S.:....· .:=::~u...:.:..-----.....i-!~1:...J1-L--___..::h,~ -'~l-1 -I : · '.-. · __ ___,a.l..._AV--'-'N'----+-----~~~9 ·" ilk-LI t1 rr or .r;:eT"All- i --1~ ~--I PHO-_ -I 0 _ ..... f43__.__• ...... 1 hl...:.o.;..;. • ..:;;M..;;___1 ..... l~1.:,:....e_. __ _ '56f-i.-- .. i I ,.e.. •"•• uHrr"'~ "='~• 1:2-",c;,,o. · t-tt'o, f,.s.c,, 0 10 20 ?4-4.1--40 L .. J--L__ 1 80 ! GRAPHIC SCALE IN FEET LEGEND COMMUNITY THEME ~ ■■■■■■ COMMUNITY THEME IJ4.l, 11111111111111111 ENTRY AREA PLANTING PLAN '--"AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, . INCLUDING PRECISE 6Af£ RLA EXP. LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE ~--.,_. OLIA Jl\ ..... , ..... . -.-...JI..._-I .i..V-1'4V'J-'r JJ,,,.nr-, fJl['Wll ,~ I S~ET I CITY OF CARLSBAD --:::-Mi--~Ts n,:.~J..L,./....,..:i ~ ·~....... Pl-AH'T1!-l& 7 -, I 303 A-'4--IJI 00.,.... £. 12..,Vt.51':. .SI-tr HO. t. 2.b· lf(), I -p.., PtANNING DEPARTIENT . . . . ENTRY CONSTRUCTION &. PLANTING PLANS FOR: ~- ' RANCHO CARRILLO . VILLAGE 'H. APPROVE'b, , ~r,, /2_ r' A, A <{-7 ..-ffl . ASSISTANT PLANNING DIRECTOR DATE I 1·1·1e. ,.,._,,: M-B11t.1't ' ' \ a.~,~ ~--. -' . DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: PROJECT NO, DRAWING NO, REVISION DESCRIPTION CHKD BY: CT-97-01 358-7L ENGINEER OF WORK OTHER APPROVAL C ITY APPROVAL RVWO BYI CMWD 97-539 -r--~'-t-:::::-:~1-----...-----~~.~~~ 1---- -------1 ----1 So ' "' • .... , ..... L " 8"i,cf'\c I&," CONCRE'lt .'! GROUT ALL C£LLS < 41 -I&, VE 1'1. R£BM , I .. (IZ.~ 1'~4,"u, t·U>l>4" °'"' ~~•i:f::f- , ''.x$'°:<"CONCR£Tt COi.i.Mi ILOCIC GROUT ALL CELLS F'INSM Git SECTION •ti ~.,.,, ,.,,,.., ~ IAlil" 1'& .flft .till: 1W. I .Z." M I f.l. I H'1'?;) Pl ~ , g",.e'i<. f6," ~UIMI"' IJ~ \ ll#",...::r•~ '"°' cou.c.MH II-~ \ l ;.;." 1-•~.,,_ •• 'i - r------~ " t • . ~ ' ' -..... ~--I• ---N I• ··~- ~ -. w " ''li'' • • - -i • P!IKU:tl~~ """'A.e'•vf!>,i,rM.. *IIOl't!: 0 '"'1>1.M" . """~ l~"JH ~•~ z:,,_t•~. Ht~ IIOL::r I N1t' PU . .,A,6,at ftt~ -!ilt:-,iON "fl' ~ a..-u! 1ti lW ~ ~I>. I GO • ~·· Mli.l, L L =i-rr f'Tl;!,f . , 1 V[ltT. REBM AT O.C. CENTER IN WALL GROUT ALL CELLS >,. 0 4 R£BAR CONT. tl!IOTTOMl @1--sc-AL.c-, 1•-•,1·--o .. --P_IL_A_S_T_E_R _______ 12 ...... ,9,91 B ~-----® ENTRY WALL SCALE: 1"•1'·0" 10129191 I _.,_.....,. I '6, 1'41t-~flAI.. ~~ Fgp. D\S.1~11.. A Gt· ..• "( ... • JIit·•'-. ~ POST I 8'-0" O.C. r·IWII.M£Tlt. illlCICETS llu RND. Mf'.T AL RAILS ror 4 e,c:,rror, ...,.,_, ~..& • I \I ====;::::;;::;;;ae;::i 11:::::::==1 ;i::;:t:t;::;=:=:::::1 I/ t I flllSH CftRJ[ ELEVATION COMMUNITY THEME FENCE SCAL£•Y2"•l"·O" METAL 9/25197 FINISM Gita IN PLANTING ,R.EAS. 1 .. CONCMTE BAND W/ . Ml!l>II ... CONCRETE EXPANSION JOINT STREET AREAS c:!1,.~ 2.. A~ 9~X COMPACTED SuBGRADE ~5~ GO£.!F-5f:. ('1,,% C.Of'11',~D) E EN'HANCED PAVING W/12 11 CONC. BAND SCALE: 1"•1"-0" ._ __ ...., :::::: 11 "If" DIA. PLASTER (1) Mf'.Tlt. rENCE fNSH GRADE T 90X COMPACTED SUBGR.allE CONCR£TE FOOTING CROWN TO DR~ @i--;AL-~-=~-,~-.. U_N_I_T _Y_T_H_E_M_E_F_E_N_C_E_ 9111 _ 191 EXP. DATE ,-,1 -'1'1 ,, ,; ,,,; . .,. ., . I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" DATE RLA----EXP, --- REVIEWED BY: INSPECTOR DATE CONSTRUCTION DETAIL SHEET FOR: ENGINEER OF WORK REVISION DESCRIPTION RANCHO CARRILLO VILLAGE 'H' CMWD 97-539 ......--~~~~~11!!JP1~A~-AL-~16N~~rns~1-vr-_10...,,f'""'f!i!i..,...ifT___,,....,~=-------1 11 l'L,,6tf,~ -ro l'IT mITTJ...'f. WW ~JOlt-rf-, 5~ I+" HOFfN7-· ~ 4-1 l?Ow'L, 6 t1Alt-l tli[l2="((5-4"-J<P-~.55-L0~2.'',~~lfT't'~) !!>' i,o\v'l., -A\...-1--~5 (s-3-)l.e,-2.2.-!S~-i;~.,z.•.c.~-w, 1-- ;z. • 00 ®r-P-;-CAL--~-~-,~--T--,~-,~------------------,-0,s-,97 PREMOLDED POLYfOAM EXPANSION BOARD FILLER WEAKENED PLANE JOINT IN PERPENDICULAR DIRECTION 6x6/WI, 4 x WI, 4/WWf 11 CENTER Of SLAB NOTES: TWO (2) PART POL YUR[THAN[ 0/E JOtH flLER COLOR TO MATCH ADJACENT PAVING I/" ,.. 78 EXPANSION JOINT ¼" TOOLED RADIUS ALL Y • FINISH GRADE TOOLED SCORE JOINT ¼" TOOLED RADPJS L FINISH GRADE 1, SEE PLANS fOR JOINT LOCATIONS. 2. MAXIMlJ.t SPACING Of JOINTS SHALL BE 8'-0" O.C. 3, ALL CONCRETE PAVING PATTERNS, FINISH 8r COLOR PER PLANS. 4. SEE SHEET S-1 fOR MATERIAL SPECIFICATIONS, ENTRY GATE EQUAL ' - . / ~ I "' 1,-....... ~..,.....,~ .... 'L.4,....._-r ,· ..... 1"1·· / , J , J ~ .( ..... , . .. . ,. ' ll II , ALICN T RM. Of CAT£ W/ TOP COMMUNITY Tl£ME FENCE ~ • 4" TYP • ... II K :! l ,.. \ . \ )k IK. II( ~K Jl II I( J JI 1 )IC a II( II II ~ ' \ !I )~ \~I .ia--l 1-~ f'l~i~ \ - I" RNO. PICKETS l!311 o.c... lr.11 RNO. RAlS II/ l I "' '-I ' ~ I J )' ~ '1 4Jr . .,,,,., ,. .... ~r FINISH GRAOE ~ J ..., n .,ll 1K I( 1 lK.J.K 1 IK. -, II II ;1. .:i~ II II -,__ ~ ~ z :· t--___ 11 ____ 11 ___ 11 __ 11 __ 1_111 __ -+--'"-'----------------------1 -,..... _.,.__ ...... -. ....... -. .... 1..1..~ ,__..IL..""""....11....!==:lwlU...--~ "' -,: ,.. j \ NOTE: CONTRACTOR SHALL Sll!MIT SHOP DRAWINGS SHOWING GATE AND GATE OPERATOR BOX INSTALLATION. ' © ENTRY GATE ~ G t----:-:----------------SCALE: ¾"•1'-0" 10-1-s1 FINISH SCHEDULE 0 NOTES: ' (1::\ \ 4/ - B 6 Pilaster • Bl-lfj2.~'( .c:oA. I ~~O!t-T~T&~ f,I!-1gtir~17 5 AM~~- 2-½. -.3 1.-~-tt:rre4tt-AL-cot.a~ 1. ~IJ.lf!.12-"( COLOR ON PLASTERS AND WALLS SHALL f?-TCII ~ !"ltl--17 .5f,,.t1['L-e.. CON1RACTOR SHALL SUSI.IT A 2'X2' PANEL WITH A REPRESENTATIVE 51.Lff:( COL OR SAMPLE f OR APPROVAL. 2"·0'' t ELEVATION 2'·0" EQUAL ftllSH GRAOE ~l,IAI-I- 0 0 0 wan cap Al.'17 WAft-f!-LIITTI[.. !"fl;<. 15 Sllff'!t:lt-H1L-1 2" mortar cap\,.// ~L-llfr,1 t.DA1 w'or-~ABJ.-.¢ · 12" Concrete Banding 3/16" scorcjoints@ 2'-0" O.C. Color 10 be specified by Landscape Architect. Enhanced Paving w/12" Concrete Banding (Main Entry) Color to he specified by La1idscape Archllect Natural Concrete Light sand blast finish Metal Fence Color to be:· FPA~ !':l"I 1~1,1 "I~ ¥-rte:'· L!l/!!¥irlN 1"'11.!t~H Pedestrian Gate · · Color to be: · ~z,J!I=. \:>"'I I~ IJ " \°f2,olJ Op{.--re," • id/~.,.-tN 1"11'!~ Vehicular Gate Color to be: flZ&z:aa °""\Ski "1P'tiN 6fo',,~•~ -_u/~tN f'n-11-,\1-· A.C. fAVl~tf ' Gate Operater Box Type: Larko Mark-IV swing gate operator Manufacturer: Larko Electronics Corp. 1-800-356-2093 Retaining Wall/1'I~ CL>j;f!;,L-t Type: jO ~ 5tl-~~[;1 ~I OW'l'ftJl- C.t-1 r-M I CJ...l-1:!-TC-tl I I'¼--L'.OHC-f-~Tr:--C.OL-bf-5-ro e,~ se::1.-e-cre-p 2. MET M. ftNCINC CONNECTIONS TO BE CONTtlUOUSL Y WELDED. REMOVE ALL SLAG AND SPLATTER. TUBtlG TO HAVE ENOS WELDED CLOSED. GRH> ALL WELDS SMOOTH. USE GAL VANZED STEEL. PAtlT WELDS WITH CH <1> COAT ZRC ANO TWO <2> COATS 1~~ 1,/J!.W!f,Cll-~-COLOR TO BE FRAZEE 522. 3. REFERENCE THE CITY Of CARLSBAD TRACT NO. HOP 91-17, DRAwtlG NO. ~ -7~ RANCHO CARRK.LO 'y1~1i-11 PLANS fOR LOCATION Of PROPERTY Lltf.S. 't-PLASTERS TO BE LOCATED PER PLAN. -,. CONTRACTOR SHALL VERFY DIMENSIONS ANO ELEVATIONS IN THE flELO BEFORE COMMENCtlG WORK. t,. STEEL STlffENER SHALL BE HOT OPPEO GAL VANIZEO. 7. CONTRACTOR SHALL BUILD A SAMPLE Of EACH WALL TYPE fOR APPROVAL. fl CONTRACTOR SHALL PROVIDE ONE <1> PANEL SAMPLE Of METAL FENCING f OR APPROVAL. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS II AS BU IL T II RLA----EXP. __ _ REVIEWED BY: DATE H CONCRETE PAVING -JOINTS SCALE: 1''•1'·0" 8/19/96 (Di--;-c~-c-,!.-.~-.:-W_A_L_L _______________ 10_,a191 RANCHO CARRILLO VILLAGE 'H' Len ... pe ArohllNllllN • P .. ■alll I.a .tolle C.nlN II ta6 Towne C.nLN Drlw-. Bulle MO lo• DI-. CA Nlel·800e 118.IH.la->a • hx IH.1680 CMWD 97-539 J MONUMENT PILASTER 2'-0" - 0 I (0 t--I LO Ol I N 6'-9" 6'-9" 2'-6" 18'-6" 2 1-611 ENTRY MONUMENT-ELEVATION 1·1/2" MORTAR CN' WI 1/2" STUCCO FINSH ,r---,.;2 .. "1_~~:::::: ~~-~~-------s i b ' ;:... I .... ' ... :,.., MONUMENT WALL SCALE: T'•1'·0" 8"x8"x16" CONCRETE BLOCK ROU ALL CELLS •4 HORIZ. REBAR I 24" O.C. • 5 VERT. REBAR I 16" o.c. CENTER ~ WALL ALTERNATE BEND IN FOOTING GALV. STUCCO SCREED <CONT.> FHSH GRADC CONCRETE FOOTING 3·•4 REBAR CONT. BOTTOM 901. COMPACTED SUBGRAOE 10/8/97 PILASTER & WA L "1 10-7-97 0 ' ;.. M . ;,, : \0 ' in 9" MIN 3" . oi ' c-i VARIES USE AS NEEDED z :i co I I I I I I MORT AR CAP WI ¾" STUCCO f'INISH STUCCO 16"X8"X16" CMU COLUMN BLOCK GROUT ALL CELLS • 3 TIES a 8" O. C. •4 REBAR. VERT. <5> MORTAR ARTlf'ICIAL COBBLESTONE VENEER •4 REBAR f'ROM WALL f'INISH GRADE (VARIES PER PL . . I I I I CONC. f'OOTING ..,. ' ;.. 0:: ..I (.) . I') .jL.:.='-1-: .... ___ • ..1.1,oj.WI----- \l.3 .. CLR • 3"·0" so . ONUMENT PILAST 3"-0" 8"X8"X16" CMU •3 REBAR. VERT. 016" o.c. ELECTRICAL CONDUIT f'OR CALL BOX SERVICE CONNECT. 12"X8"X16" CMU COLUMN BLOCK GROUT ALL CELLS 90¼ COMPACTED SUBGRAOE EACH WAY 90¼ MIN. COMPACTED SUBGRAOE 10/8/97 3"-0" 6" 1'·3" 1"·3" 6" io ' SECURITY CALL BOX PROVIDE WEATHER TIGHT BOX KEYBOARD SHALL BE f'LUSH WITH STUCCO SIGN PANEL APPROVED FOR PLANTING AND IRRIGATION ONLY, "AS BUILT" INCLUDING PRECISE RLA,----EXP. __ _ LOCATION OF PLANTING REVIEWED BY: AREAS DATE DATE ENTRY CALL BOX ENCLOSURE INSPECTOR 1)/10/97 Lall .... P, ANIIILNUIIN • P .. n111■& L■ lolll CenlN II 1116 To•■• CenlN Drl••• bile 140 •• Dl-.c• _,ll·IIOCII 11e.Mcu1T1 • ••• 660.1111 1--+---+-------------+--+--f----j.--11 APPROVED an,i) a, (pJ,a '-{-?• 'f~ ASSISTANT PLANNING DIRECTOR DATE l-----k,,,.,,.,.,.,-l...------------+,:;-;-;;:---t;;ITTTI:;;-t--;;.,:;,ilNllT.nf□D~WNflB~Yr=: ===fr=~PRffi:oJiEficT7N~O~. =7r~DRfiiA~WI~NG~N~O~. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ---1 CT-97-01 -358-7L REVISION DESCRIPTION RVWD BY· ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL · CMWD 97-539 , CONCRETE PAD PLANTER BOWLS MONUMENT PILASTER K ~A MONUMENT SIGN WALL tt 3" (TYP.l ON BEDESTAL$ · 5-3-i<.f>-2.2-5'.5 -t-Se,-2" c.iMT~tP Pl1J2A A~ ST~ VILLAGE MONUMENT ' -(18'-0" TYPICAL) 'St 0 O I l{) <D _Jt. 0 I I'- 3'-0" TYP .. CONCRETE PAD ~ILLAGE MONUMENT (18'-0" TYPICAL) MONUMENT PILASTER PLANTER BOWL . s-3 --')(~ -2-2 ~.s,--[.$f'-2.11 C..t::-t-1,i::-ftP l?l1f-A Af-T 5TONf'- ~ :::; b ' '° . &, ::i ::. "' L 1'-6" l l l ~ MORTAA CAf' 1 ;:.-, ,,,; W/SLURRY COA I I ---- ~I COl'<i I -----V •3 TIES C 16" 0. C. - (4) -•4 VERT. REBAA C 16" 0. C. / ___ .., 6"x6"x18" CONCRETE SLUMP BLOCK / GROUT ALL CELLS , I,,,"' j ~ C. • -'f;. -' 11 v~~ti::~ ~ --- ~ :I l i )r} FINISH GRM)E 21/. I )21/. ---- ~-II w111 111 '--_111 901/. COMPACTED SUBGRM)E CONCRETE FOOTING -• -=· IL-,..., (3)-•4 REBAR EACH WAY 111_ _Ill-AT BOTTOM OF PILASTER 111_~ __ 2'-8'_' so. __ J 111 SECTION J VILLAGE ENTRY MONUMENT-ELEVATION ENTRY MONUMENT-PLAN PILASTER (W/ STANDARD FOOTING) .. = ,. ""~ ' " ::i ~ 0 ' ~ . / ~ I, [; I, I; I [; I, • I, I/ I, I, I,, .. [; I, I, I, [; v . I, I; :~ I, l, I, I, ~ I, I, [; I/ I/ v v I/ I, , I • I, [; I, I/ [; I; I, I/ [/ [; I,, I, [/ v I; I/ , IU11 i' 11111~ • :; 111111111, 11 / 111= 111 -· • 1- _J 'T i 11 11 -I ,_ Ill ;ill =Ill =111=111 2'-8" l • 1-3/8" MORT AA CAf' 'J.. W/SLURRY COAT SLURRY COAT 1 6"x6'\J811 CONCRETE SLUMP BLOCK GROUT ALL CELLS •4 HORIZ, REBAR C 32" O,C, •4 VERT, REBAR o 24" O,C. CENTER IN WALL ALTERNATE BEND IN FOOTING . FINISH GR AflE CONCRETE FOOTING 3-•4 REBAR CONT, BOTTOM 901/. COMPACTED SUBGRAfJE © MONUMENT WALL -VILLAGE ENTRY L i-------- SCALE: 1""1'-0" 4·28-98 0 ' t') 0 I M 5-21-98 8"X8"X16" CMU •3 REBAR. VERT. ©16" 0.C. ELECTRICAL CONDUIT FOR 9" MIN CALL BOX SERVICE CONNECT. 12"X8"X16" CMU COLUMN BLOCK GROUT ALL CELLS ' I i I ------1-~ I ' I m==""7F-:--. ~11~ \ .. I 1-· ----------FINISH GRADE I . I CONC. FOOTING W/2-•4 REBAR --'1 l!____ 311 Wrr&ffilLim ~ 11 -1 t') 3" 3'-0" 901/. COMPACTED SUBGRADE ENTRY CALL BOX ENCLOSURE SCALE: ¾"·1'-0" <D I 'St 3'-0" 6H 1'-3" 1'-3" 6" Landscape Architecture • Planning La Jolla Centre II 5-22..1:l DATE 5-21-98 SCALE: 1"·1'-0" 4/22/98 , -\(I -oQP~ '-t' ~e>M~ ~~F/AD!;;, = ~ CJ&% Li Pe:pz..AU- Ae-. f1-.v'1t,l61 )S.~-5 ,&LI 6.DE: SECURITY CALL BOX PROVIDE WEATHER TIGHT BOX KEYBOARD SHALL BE FLUSH WITH STUCCO SIGN PANEL -~M- 1 1-.;..;A;;.... c;;;....._P_A VIN_G ______ _ ~ SCALE: 1 1/2" = 1'-0" • NEW SHEET ~ \,~~us p~ r/ II AS BUILT 11 ~'.:. ' • 1/ -1~ V, irf !J: 'if-APPROVED FOR PLANTING "" -,, AND IRRIGATION ONLY, . ., "' \-tt\ !1'7 '4A 1E V INCLUDING PRECISE DATE J';: I Da,. /4"' ' RLA EXP, -1','f 1§,. ... LOCATION OF PLANTING REVIEWED BY: or CAI.,, AREAS EXP, DATE ~ -l1-'.l, INSPECTOR DATE 0-V,.. /1\. f.. I-I ~ CITY OF CARLSBAD I zl%TS I -A PLANNING DEPARTMENT . CONSTRUCTION DETAILS FOR: . . RANCHO CARRILLO VILLAGE 'H' ., APPROV~/_ / I ' . y-2l-f~ ' ,_ ASS I ~Am PL ANN I NG DI R(CTOR 1(711 (v DATE. DWN BY: PROJECT NO, DRAW I NG NO. INITIAL DATE INITIAL DATE INITIAL CHKD BY: 92&5 TOYne Centre Drive, Suite 340 San Dteao. CA 92121-3002 819.560.16'15 • Fax 1560.1580 ENGINEER OF ~ORK REVISION DESCRIPTION OTHER APPROVAL CI TY APPROVAL RVWD BY: CT-97-01 358-7 I --· x&W)'i I-.:+ \Ji.I~ I I I I I I I f.----, I cdJr: ' ' I I I ., • CD • CD ' -~ • CD ' "' -X • ' st ~ 11-011 4'-0" 4'-0" . " ~ v'---,« -'{ '?X ~ ~ ~> ~ --"' ~~ "-;__.,--'ri-' ,v A , . ~ --R. "A -1-1 ') "\ ' ' ' . I I ' I I I I ' I ~· I ~ 1:1 r: ' I I ~<_~ ~~~--~ _LI yo-,. y u L-- ~ .,,,,, ,_ ,_ ,_ -V 1.--,_ / ~ .. ~ L I'--I-' I ,_ .~ ► ~ .. ,,., ~ v " ~ . ' ,., 1.,- ~ ~I,.-'1 .... -, ') -... ,,. 1 " -,r.:111: ,. l \ , 4" x 4" W/ CORBEL CUT @ ENDS 2" x 8" W/ CORBEL CUT @ ENDS 2" x 8" W/ BEVELED EDGES ~• x 1;' POST Id/ ~M~ ~e,(,ti ~t.) ~• SLUMF'StONE PILASTER W/ SLURRY C ORNAMENTAL METAL GATE HEAVY DUTY SELF ·CLOSING GATE HINGE (3 LOCATIONS) 15J." RND. TUBULAR STEEL TOP RAIL BOTTOM RAIL, It RAILING 7 B" DIA STEEL DOOR PLATE HANDLE SURFACE SHALL BE FLUSH W/GATE FRAME, BOTH SIDES SELF -LATCHING LEVER ACTION HANDLES LATCH It KEY ON BOTH SIDES 1" RND. TUBULAR STEEL PICKETS 7 0 TRELLIS ( 1 O' x 6') PEDESTRAIN G t t--lc-re:: ATE AT ENTRY \ J" I . I )fz' 4 !:v!.-f';, (!.. f0-,-1 ~~ ~1-1 ~ .Y 1 ------1; - lL ' . T ~ --1---,___ . i,-----,...__ ,...__ '--,_ I ' 1{ , r ,_ ' • .r -,___ 1--,___ '--'-- " ,-1--,___ 1--,___ '--'--~ ,- • -...,. ~ -~ -l-.. , I .. 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DATE 0,-3(-'!f Landaaape .lrohlteotuu • Plannlna La .Jolla Centre II 9265 Towne Centre DrlTe, Suite 340 San Dteao. CA 92121~3002 819.5150.1575 • Fu 550.1560 "' f"t:> VEIIICLI h'f, ~~- •"=F L 1:0" L -1<------it,=,=,=•=, VERT. REINF. BAR ------:.4;=;;:D-:;2~4':;';, o~.c:_~Ml~N.-;A~L T;-_-.:;HO;:;;O::;;K __ _ FINISH GR.ADE I -f1'••-J1!~~1l~~~--,6;flX~6Xfil6~COtNtCR~EtiT=-E NBlLOMCf-K W!Rruii:i:~---GROUT SOLID All CELLS W/ REINF. BAR I WAT RPROOFING SEE SPEC. :i: HORIZ. REINF. BAR --•4 · C! 16" O.C. (CONT.> ~ R -----" ~ i§ 4" PERF. DRAIN PIPE 11. MIN. :J: 111-' O ~ -W/3/4°' CRUSHED GRAVEL ; 11·1 ":::: (1 CU. FT. PER FT.) IN 00.J..-_..j, __ =::!....'...'.L-l-_j~~:!\-__,._"'J, FIL TER,,._F .ABRIC ENVELOPE .., ""''<l-1-,HT 17f!'.AIN "lb ff'~ °" -..1-4'1'. CONCRETE FOOTING ~ I I _,,_....,_ _._ ___ ._ _ -----+---:!'o==--·-•..:..4...;C:.:,O.:..:.NT:..::IN.:::UccO.:c:US"--'=-c.Jor\ "l NOTE: WAI.L JOINTS EVERY 60' • 75' WALL APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS 11-18-97 NEW SHEET "AS BUILT" RLA ____ EXP. ___ tr REVIEWED BYi DATE INSPECTOR DATE e-"1~-7~·-'ECN~~,., £//\~~·~~, ~~·~-"-~' =========i==~==}"~·~~Ji.~-/J~lf'J,-;:I ===8:::;1~c:::::::IT;:::::;:Y:::::::::::O::::::;:F==c=A::::RL=s=B=A=D::::::;-;:I ==-11 :==~==::::::PL::::A:::N:::Nl:::N::::G ::::OE:::P:::AR:::::T::ME:::NT:::::==~==8=: CONSTRUCTION DETAILS FOR: RANCHO CARRILLO VILLAGE 'H' APPROVED ,-;,. J ' :.,.,e, .,._ ---"";;;..~ .-~'-~ ?-z,-,:, =~~~5i~~~tlf~~~~==t==t:==t=j ASSISTANT PLANNING OIRl:CTOR / DATE 1 11·'2,1~ ~NA .,__..,lllll~Pl/:! ' ) -1~i:~,,...._,'O!-~~~:::::::::::::::::;';::=:::::::::;;;:;:::;;;:;:::;;:::==:::::;-;===:::::::~ DATE INITIAL OAT£ INITIAL DATE INITIAL OWN BY: ---1 PROJECT NO. DRAWING NO, ENGINEER DF WCFK REV, s, oN oEscR, PT, oN i--=-'-=-.J..:....C.c.:....:..-1-'-=--.t...::.:.:= CHKD BY:_· __ , cT-97_01 ._.~58_ .,,I OTHER APPROVAL CITY APPROVAL RVWO BY: ~ '/ I ) \ ) HCTl'fl N1DII COJi'eM:JI! FOFIMWORK PAl!'I' 1 • IIMllBA!. 1 . 1 Dl!SCFIIPTIO'N: .1 RELATE!> W'O'l'III( Dl!tCl'll'lll'l!D l!Ltl!W'fotl!l'III!: A. EXCAVATION FOl'I FOOTINGS: SECTIOIII G222tl Ill. CONCPIETI! l'IEINFORCl!MENT: SECTION 03200 C CAST-IN-PLACI! CONCAl!T!: SECTION 03300 1.1 ctUAUTY .ti8SURANCI!: .1 DE!!IIOIII OF FOPIMWOl'IK II TH"! CONTRACTOPl'S l'IESPONll1J'ILITY. .12 STANDARDS: COMPLY WITH ALL PEATIN!!NT PAOVISIONS Of' THI AMERICAN CONCRETE INSTITUTE (ACI) 347 "RECOMMENDED PRACTICE FOR CONCRII.TE FORMWORK". 1.S IU'l!l1MITTALS: • 1 COMPLY WITH Sl!CTIO'lt 01S10G. • Z JOINT LAYOUT: SUl!IM'IT JOINTS LAYOUT ltO'l'I CO<N1C1'11!TI! W'Ol'l'K. FABRICATION SHALL NOT l!IE OONI! PRIOR TO Ol!ITAININO APPROVAL. P'tl'l'.I a -PPJQDUCTS 2.1 FORM MATERIAL1I: . 1 FORMS: A. COHITl'tUCT ,o,uttw&ll-1< "°"' IXl'OSlffl (f'A·llilTl!D O Pl UNPAIIIITl!!D) CONCRETE SURFACES WITH IMOOTH•FACED, UNDAMAGED PLYWOOD OR OTHER l"ANEL-TYPE MATERIALS ACCEPTABLE TO THE ARCHITECT, TO PROVIOE CONTINUOUS. STRAIGHT, SMOOTH AS-CAST SURFACES. FURNISH IN LARGEST PRACTICABLE SIZES TO MIIIIIMIZI!! NUMBER OF JOINTS. 9. CONSTFIUCT FOl'IMWOl'IK 1'01'1 CONCl'll!T! CONCEALl!O Fl'IO'M VIEW WITH FIOUGH-SAWN l!IOAROS OF SOUND GRADE. C, l"ORM CYLINDRICAL COLUMNS WITH PAPl!l'I 01'1 Fll'll!A TUlll!I, CONSTRUCTED OF LAMINATED PLIES USING WATER- RESISTANT ADHESIVE WITH WA)(-IMPREGNATEO EXTERIOl'I FOR WEATHER AND MOISTURE PROTECTION, I!), PROVIDE FORM MATERIAL WITH SUFFICIENT THICKNESS TO WITHSTAND PRESSURE OF NEWLY-PLACED CONCRl!TI! WITHOUT EXCESSIVE AND OBJECTIONABLE BOW OR DEFLECTION. . I FOfllflt TIES: A. l'ROVltl'I! l'ACTOl'IY-FAll1Pll'CATl!m,, AOJUIT Allll!•LIMQTN, REMOVAIILI OR SNAPOFF METAL 1'011'1M TIES, DESIGNED TO PREVENT FORM DEFLECTION AND TO PREVENT SPALLING CONCRETE SURFACES UPON REMOVAL. I. PROVIDE TIES SO THAT PORTION Pl•l!MAIN!Nlll W'ITHIN COIIICRETI AFTER REMOVAL OF EXTERIOA PARTS IS AT LEAST 1-112" FROM THE OUTER CONCRETE SURFACE. PROVIDE FORM TIES WHICH WILL NOT LEAVE A HOLE LARGl!PI THAN 1" DIAMETER IN THE CONCRETE SURFACE. C. FORMS COATINGS: PROVIDE COMMl!RCIAL FOl'IMULATIO<M FORM-COATING COMPOUNDS THAT WILL NOT BOND WITH, STAIN, NOR ADVERSELY AFFECT CONCRETE SURFACES REQUIRING BOND OR ADHESION, NOR IMPEDE THE WETTINO SURFACES TO BE CURED WITH WATER OR CURING COMPOUNDS. 2.1 lt!'ll'rllltl 01' FOFIMWORK: .1 GEN'ERAL: A. DESIOIII, l!l'l'l!CT, lrU•l"l'Ofl!T, l!l'IAC'I!, AND lilAINTAH•I l'OfllMWO'l'l'f< SO THAT IT WILL SAFELY SUPPORT VERTICAL AND LATERAL LOADS THAT MIGHT BE AF'PLIED, UNTIL SUCH LOADS CAN BI! SUPPORTED BY THE CONCRETE STRUCTURE. 11. DESIGN FORMS AND FALSEWORK TO INCLU'D'I! ASSUM 1!!'0 VALUES OF LIVI!! LOAD, DEAD LOAD, WEIGHT OF MOVING EQUIPMENT OPERATED ON FORMWOAK, CONCRETE MIX, HEIGHT OP' CONCRETE DROP, VIBRATOR FREQUENCY, AMBIENT TEMPERATURE, FOUNDATION PRESSURES, STRESSES, LATERAL STABILITY, AND OTHl!R FACTORS PERTINENT TO SAFETY OF STRUCTURE DURING CONSTRUCTION. C. EARTH FORMS: SIDI! FORM!!! C,,F l'OOTINOS MAY H OMITTED AND CONCRETE PLACED DIAECTLY AGAINST EXCAVATION ONLY WHEN Fl!QUESTED BY THI! CONTRACTOR AND ACCEPTED BY THE ARCHITECT. Jl'A1PIT I • IIIIICUJION 3.1 . 1 S. ll SURFACE CONt>'ITl'Olff: !XAMIN! THI! SUIHITPIAT'I 41'10 Ct'>Nil'l11'1¢'N'I lm"l!III WM!ffll WOl'II<: Cl I' THIS SECTION IS TO l!IE PERFORMEO, AND CORRl!iCT UNSATISFACTORY CONDITIONS WHICH WOULD PREVENT PROPEl'I AND TIMELY COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. l'Ol'IM CONSTRUCTION: , 1 Ol!Nl!RAL: A. COl'IIITl'IIICT FOll'rQ COMF'LYIM"III wrrH AC11 s•r. TO ,... l!KACT IIZES, !!IHAl'l!S, LINES, AND DIMENSIONS SHOWN, AND AS l'IEQUIRED TO OBTAIN ACCURATE ALIGNMENT, LOCATION, GRADES, LEVEL, AND PLUMB WORK IN FINISH STRUCTURES. 11. PROVIDE FOFl OPENINGS, OFFSETS, IINKAGES, KEYWAYI, l'IECESS!!S, MOLDINGS, FlEGLETS, CHAMFERS, BLOCKING, SCREEDS, BULLHEADS, ANCHORAGES, INSERTS, AND OTHER FEATURES REQUIRED. USE SELECTED MATERIALS TO O!lTAIN FIEOUIRED FINISHES. C. FORMS FOR OPEN'IN09, ANO CONSTRUCTION WHICH ACCOMMODATES INSTALLATION l!IY OTHER TRADES WHOSE MATERIALS AND PRODUCTS MUST BE FABRICATED llEFORE THE OPPORTUNITY EXISTS TO VERIFY THE MEASUREMENTS OF ADJACENT CONSTRUCTION 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 1111 THE FIELD, THE CONTRACTOR SHA!.L I!! E l'IESPONSIBLE FOR RESOLUTION OF THE CONDITIONS AS APPROVED BY THE ARCHITECT, WITHOUT ADDITIONAL EXPENSE TO THE OWNER. 3.4 , .. .:It .3 .4 A, •• FA l!IRIC A Tl! PC!fll!N!'I 1'01'1 l!A lIY l'll!IWOV AIL '#ITH'OtJT ►t A 11111111"1! 'l'l'l"lfQ OR PRYINl!I AGAINST CONCRl!TE SURFACES. Pl'IOVIDII. Tl!Mi>OAAl'IY OPENINGS WH!',1'11! INTl!l'll01'1 Al'l'l!A OF FORM•WOl'IK IS INACCESSIBLI! FOR CLE ANO UT, FO Pl INSPECTION IEFORE CONCRETE PLACEMENT, AND FOl'I PLACEMENT OF CONCl'IETE. l'ALSIWORK: A. EAECT FALlll!WO'l'II< AND IUl"P'OPIT, 9PIACI AND ltlAIMTAff'I IT TO SAFELY SUPPORT VERTICAL, LATERAL, AND ASYMMETRICAL LOADS APPLIED UNTIL SUCH LOADS CAN BE SUPPORTED BY IN-PLACE CONSTRUCTION. FOlffil'I FOR EXPOSED CONCRETE: A, I . e. Ol'IILL FORMS TO SUIT Tll!!l Ul!ll!D ANI1'.1 TO PPll!Vl!NT Ll!AKAGE OF CONCRETE MORTAR AROUND TIE HOLES. DO NOT SPLINTER FORMS BY DRIVING TIES THAOUGH IMPRO F'ERL Y PREPARED HOLES. PROVIDE SHAl'IF', CLl!AN COl'INl!PIS AT INTEl'ISl!CTltl'tll PLANES, WITHOUT VISIBLE EDGES OR OFFSETS. ASSl!"Ml!I LE FOPIMS SO THl!Y MAY BIi l'll'AD•IL Y Pl EMO VI! D WITHOUT DAMAGE TO E)(l'OSl!O CONCRETE SURFACES. , I tOl'llftR Tl'll!ATMENT: ll'NLl!SII l!HOWN Ol'Hl!AWIIII, l'OPl'M CHAMFER'S WITH 3/4" X 3/4" STRIPS, ACCURATELY FORMED AND SURFACED TO PRODUCE UNIFORMLY STRAIGflT LINES ANO TIGHT EDGE JOINTS ON EXPOSED CONCRETE. EXTEND TERMINAL EDGES TO REQUIRED LIMIT AND MITER CHAMFER STRIPS AT CHANGES IN DIRECTION. . I CONTROL JOINTS: LOCATI! AS INDICATED. • 7 PROVISION FOFl OTHt!'FI TRADl!!I: Pl'IOVIC>II! Ol'l!N'IPfC!II ltil COHCl'l!TI! PORMWOAK TO ACCOMMODATE WOAK OF OTHER TRADES. VERIFV 112:E AND LOCATION OF OPENINGS, RECESSES AND CHASES WITH THE TRADE REQUIRING SUCH ITEMS. ACCURATELY PLACE AND SECURELY SUPPORT ITEMS TO BE BUILT INTO FORMS. . I CLEANINCI AND TIGHTENING: THOROUGHLY CLEAN FOAMS AND ADJACENT SURFACES TO RECEIVE CONCRETE. Rl!MOVE CHIPS, WOOD, SAWDUST, DIRT, AND OTHER DEBRIS JUST BEFORE! CONCRETE IS PLACED. FIETIGHTEN FORMS IMMEDIATELY AFTER CONCRETE PLACEMENT AS REQUIRED TO ELIMINATE MORTAR LEAKS. fIMSTALLATION Of' l!Mlll!D·Dl!D PTl!IIIS: . 1 .I SET AND l!IU'l'LO INTO THI! WORII( Ar,fCl'tOl'IAC!II! l)l!V'l1Cl!I Alff) OTHl!PI EMBEDDED ITl!MS REQUIAED FOR OTHER WORK THAT IS ATTACHED TO, OR SUPPORTED BY, CAST-IN-PLACE CONCRETE. IDGE FOAMS AND SCAl!!JO STAll'!I FOl'I SLABS. 81':T l!DQE P'Ol'IMl!I OR BULKHEADS ANO INTERMEDIATE SCREED STl'IIPS FOl'I SLAl!IS T 0 OBTAIN REQUIRED ELEVATIONS AND CONTOURS IN THE FINISHED SLAB SURFACE. PROVIDE AND SECURE UNITS TO SUPPORT TYPES OF SCREEDS REQUIRED. Pl'!'lltOVAL OF FORMS: ' 1 ·* FCl'IMWORK NOT Stll'POl'ITl'HG COHCPll!TI!, SUCH Al Stlll!S O I' IEAMS, WALLS, COLUMNS, AND !llMILAR PAl'ITS OF THE WORK, MAY IIE REMOVED AFTER CUMULATIVELY CURING AT NOT LESS THAN 5 0 DEGREES F FDR H HOURS AFTER PLACING CONCRETE, PROVIDED CONCRETE IS SUFFICIENTLY HARD TO NOT BE DAMAGED BY FORM l'IEMOVAL OPERATION, ANO PROVIDED THAT CURING AND PROTECTION OPERATIONS ARE MAINTAINED. l"OAMWOl'IK SUPPORTING WEIGHT OF CONCPll!TI, SUCH Al ll!AM SOFFITS, JOISTS, SLABS AND OTHl!"R STRUCTURAL ELEMENTS MAY NOT BE REMOVED IN LESS THAN 14 DAYS, AND NOT UNTIL CONCRETE HAS ATTAINED DESIGN MINIMUM 28 DAY COMPRESSIVI STRENGTH. DETERMINE POTENTIAL COMPRESSIVE STRENGTH O I" IN-PLACE CONCRETE BY TESTING FIELD-CURED SPECIMENS AEPRESENTATIVE OF THE CONCRETE LOCATION OR MEMBERS, AND SPECIFIED IN OTHER SECTIONS. I'll-US! OF FORMS: • 1 CLl!AN ANO l'll!P'illll'I SUl'll'ACl!S Of' ,Ol'l'III!! TO 91! 1'11IUSl!D tN THI WORK,, SPLIT, FRAYED, DELAM"INATl!D 01'1 OTHl!FlWISE DAMAGED FORMFACING MATERIAL WILL NOT BE ACCEPTABLE. APPLY NEW FORM COATING COMPOUND MATERIAL TO CONCRETE CONTACT SURFACES AS SPECIFIED FOR NEW FORMWORK. WHEN FORMS ARI! AEUSED FOR SUCCESSIVE CONCRETE PLACEMENT, THOROUGHLY CLEAN SURFACES, REMOVE FINS AND LAITAIIICE, ANO TIGHTEN FORMS TO CLOSE ALL JOINTS. ALIGN AND SECURE JOINTS TO AVOID OFFSETS. IICTION llltU ~.Q'..l'tUL.A.E.INEQ.RCEME.Nl P.11ftI 1 • U!l'IP!AL 1. 1 Dl!!JCPIIPTIO'N: . 1 RELATl!D W011'1!( l!)t!9Cl'l'l'ltl!O l!lll!WH'll'II: A. CAST-IN•l"lACI!! CONCl'III.TI!: Sl!CTl'O'N GS$flfl I. CONCl'll!TE UNIT MASONAY: llll'CTION 04220 1.l IIWALITY A8SUl'IANC!!: .1 CO'MPLY WITH Pl!PITIMl!NT 1'1'10Vf910fll'S Of' FOLLOW'l'NCI ITANDAl'IDI, EXCEPT AS HEREIN MOOIFl1ED: , z CONCFll!TI! REINFOACING STl!l!L INSTITUTI': (CAIi) '"MANUAL OF STANDARD PRACTICE"; • 3 AMERICAN CONCFll!TI! INSTITUTI! (ACI) 319. • 4 MANUAL OF STANDAAO l"l'IACTICI! FOl'I i,l!TAILINO l'IIINl'OPICl!D CONCRETE STRUCTURE (ACI) 31S. 1. S IUIIMITTAU!l: 1. 4 . 1 • 2 .3 COMPLY WITH l"l!IITINl!NT PFIOVISION11 OF lll!CTION 01300. SHOP DRAWINGS, REINFOACEMl!NT: SUBMIT SHOii' DRAWINGS FOR FABRICATION, BENDING, AND PLACEMENT OF CONCRETE REINFORCEMENT. COMPLY WITH ACI 315 "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" SHOWINO BAR SCHEDULE, STIRRUP SPACING, DIAGRAMS OF BENT BARS, ARRANGEMENT OF CONCRETE REINFORCEMENT. INCLUDE SPECIAL REINFORCEMENT REQUIRED ANO OPENINGS THROUGH CONCRETE STRUCTURES. MILL CERTIFICATE!!!: SUBMIT STEEL PRODUCER'S CERTIFICATES OF MILL ANALYSIS, TENSILE, AND BENO TESTS FOR REINFORCING STEEL. l'PIODUCT HANDLING: . 1 .2 DELIVERY: DELIVER l'll!INFORCEMENT TO THE JOB SITE BUNDLl!D, TAGGED, AND MARKED. use METAL TAGS INDICATING BAR SIZE, LENGTHS, AND OTHER INFORMATION CORRESPONDING TO MARKINGS SHOWN ON PLACEMENT DIAORAMS. STOl'IAGE: STORE REINFORCEMENT AT THE JOB SITE IN A MANNEA TO PREVENT DAMAGE AND ACCUMULATION OF DIRT ANO EXCESSIVE AUST. PAPIT a • PPIODUCU 2 .1 MATl!AIALS: . 1 . 2 . 3 .4 REINFOPICINQ BAAS: COMPLY WITH ASTM A 915-79 (D!l'ORMl!D BARS). NO. t BARS AND SMALLER, GAADE 40; ALL OTHERS GRADE 60. STEEL WIAI!: COMF'LY WITH ASTM A 82 • WELDED WIRI! FABRIC: COMPLY WITH ASTM A 189-73, SUPPOATS FOFl AEIIIIFORCEMENT: BOLSTERS, CHAIRS, SPACEA!l, AND OTHEFI DEVICES FOR SPACING, SUPPORTING, AND FASTENING REINFORCEMENT IN PLACE: A. USE WIAI! BAR TYPE SUPPORTS COMPLYING WITH CASI RECOMMENDATIONS, UNLESS OTHERWISE INDICATED, DO NOT USE WOOD, BRICK, AND OTHER UNACCEPTABLE MATERIALS, I. c. FOR SLABS ON Gl'IADE, use SUPPORTS WITH SAND PLATl!S OR HORIZONTAL RUNNERS WHERE BASE MATERIAL WILL NOT SUPPORT CHAIR LEGS. FOR EXPOSED-TO,VIEW CONCRETE SURFACES, WHERE LEGS OF SUPPORTS ARE IN CONTACT WITH FORMS, PROVIDE SUPPORTS WITH EITHER HOT-DIP GALVANIZED OR PLASTIC• PROTECTED LEGS. I. 2 l'AIRICATION: . 1 .2 GENERAL: FAElAICAT! l'IEINFORCING BARS TO CONFORM TO REQUIRED SHAPES AND DIMENSIONS, WITH FABRICATION TOLERANCES COMPLYING WITH CASI MANUAL. IN CASE OF FABRICATING ERRORS, DO NOT RESEND OR STRAIGHTEN REINFORCEMENT 1111 A MANNER THAT WILL INJURE OR WEAKEN THE MATERIAL. UNACCEPTAl!IU! MATERIALS: REINFORCEMENT WITH ANY OF TH! FOLLOWING DEFECTS WILL NOT BE PERMITTED IN THE WORK: A. BAA LENGTHS, DEPTHS, ANO BENDS EXCEEDING SPECIFIED FABRICATION TOLERANCES. 9. BENDS OR KINKS NOT INDICATED ON DRAWINGS OR FINAL SHOP DRAWINGS. C. BARS WITH REDUCED CROSS-SECTION DUE TO EXCESSIVE RUSTING OR OTHER CAUSE. PAl!T 3 -IXECUUON 3.1 INSPECTION: . 1 !!XAMIN! THE IUl!JIITRATI!, f'OAMWOAK, ANO THI! CONDITIONS UNDER WHICH CONCRl!!TE REINFORCEMENT IS TO BE PLACED, AND CORAECT 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 INITALLATION: • 1 .I ., . 4 . I COMPLY WITH TH! SPECIFIED STANDARDS FDA DETAILS AND METHODS OF AEINFORCEMENT PLACEMENT AND SUPPORTS, AND AS HEREIN SPECIFIED, CLEAN REINFORCEMENT TO Rl!MOVI! LOOSE AUST AND MILL SCALE, EARTH, AND OTHER MATERIALS WHICH REDUCE OR DESTROY BOND WITH CONCRETE. POSITION, SUPPOl'IT, AND SECURE l'IEINFOl'ICEMl!NT AGAINST DISPLACEMENT BY FORMWORK, CONSTRUCTION, OR CONCRETE PLACEMENT OPERATIONS. INSTALL WELDED WIRE l'ABl'IIC IN AS LONG LENGTHS AS PRACTICABLE. LAP ADJOINING PIECES AT LEAST ONE FULL MESH. !!PUCES: Pl'IOVIDE STANDARD REINFOACEM!!NT SPLICES BY LAPPING !NDS, PLACING BARS IN CONTACT, AND TIOHTL Y WIRE TYING. SECTION Q330Q CAIT•IN·PLACE CONCRETE PAFIJ 1 • l'.l!!NERAL 1 . 1 1 .2 DESCRIPTION: . 1 RELATED WORK DESCAIBED l!LSEWHl!AI!, A, CONCRETI! FORMWORKe SECTION 03100 B. CONCRETE REINFORCEMENT: SECTION 03200 QUALITY ASSURANCE: .1 AEGULATORY Rl!QUIREMENTII: COMPLY WITH Al'l'UCAl"LI PROVISIONS OF THE FOLLOWING CODES AND STANDAl'IDS, UNLESS MODIFIED BY THE SPECIFICATIONS OR DRAWINGS. A. UNIFORM BUILDING CODE, 1979 EDITION", CHAPTIA 26, "CONCRETE". II. AMERICAN CONCAl!TI! INSTITUTE (AClj: "IUILDINO CODI REQUIREMENTS FOR PIEINFORCEO CONCRETE" ACI 318-71 EDITION. • 2 QUALITY CONTROL: A. II . C . FURNISH CERTIFIED R!l"ORTS 01' EACI'! P1'101"'01'10 MIX i"'OPI EACH TYPE OF CONCRETE PRIOR TO START OF INSTALLATION OF THE WORK OF THIS SECTION. DO NOT BEGIN CONCRETE PRODUCTION UNTIL ALL MIXEII HAVE BEEN REVIEWED BY THE ARCHITECT. ALSO SEE OTHER l'll!QUIREMENTS FOR TESTING AS STATl!D IN PART 3 OF THIS SECTION . 1.3 SUBMITTAL$: . 1 SAMPLE PANl!L: PROVIDE 24" X 24" SAMPLI! PANl!L INDICATINO SANDBLASTED FINISH, CONCRETE IN SAMPLE PANEL SHALL Bl SAME AGE AS CONCRETE TO RECEIVE SANDBLASTED FINISH . PART 2 • 1'.'AQDUQll 2.1 MATEAIALS: . 1 AGGREGATES: NORMAL SAND-GRAVEL AOOAEOATl!S CONFOPIMIIIIO TO ASTM C33 "CONCRETE AGGREGATES:, PROVIDE AGGREGATES FROM A SINGLE SOURCE FOR EXPOSED CONCRETE. . 2 CEMENT: ASTM 0150 "PORTLAND CEMENT" TYPE I OR TYPI! II, • 3 WATER: CLEAN AND FREE FROM DELETERIOUS AMOUNTS OF ACIDS, ALKALI, OIL, OR ORGANIC MATERIALS. . 4 ADMIXTURES: ASTM C 494 ADMIXTURE SHALL 1!11! 9UElJl!CT TO THI APPROVAL OF THE ARCHITECT . . 9 AIR-ENTRAINING AGENT: ASTM C 260. • S CURING MEMBRANE: NON-STAINING PAF'l!l'I CONl'OAMINQ TO ASTM C 171, OR 6 MIL THICK POLYETHYLENE FILM. , 7 EXPANSION SLEEVES: PHILLIP'S REDHEAD ANCHORS CONl'Ol'IMINO TO ICBO RESEARCH COMMITTEE RECOMMENDATION REPORT NO. 2614, PARABOLT CONCRETE ANCHORS CONFORMING TO ICBO RESEARCH COMMITTEE RECOMMENDATION REPORT NO. 2350, 0 R APPROVED EQUIVALENT. . 8 CURING COMPOUND: ASTM C 309, LIQUID Ml!Ml!FlANI! l'ORMINO 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. . I EXF'ANSION JOINTS: Ml!TAL TYPE, BUAK! "COLDK!Y", OFl l!QUAL. .1 O CLEAR SEALER HARDENER: SONNEBORN "LAPIDOLITH", PROTIX INDUSTRIES "LOTHOPLATE", OA EQUAL, , 11 VAPOR BARRIER: 6 MIL POLYVINYL CHLORIDE (PVC) SHl!l!!l'IIIIO WITH A PER RATING OF .05. .12 SAND FOR USE WITH VAPOR BARRIEl'I: WASHED FINI! AOGAl!GATI! CONFORMING TO ASTM C 33 . 2. 2 MIXES: . 1 MIX DESIGNS: A. MIX DESIGNS SHALL 1!11 MADE IY A l'll!COQNIZ!D TESTING LABORATORY UNDER THE ACTIVE DIRECTION OF A CIVIL ENGINEER, WHO SHALL DETERMINE MIX DESIGNS TO FULFILL THE SPECIFIED REQUIREMENTS FOR STRENOTH, AGGREGATE SIZE AND WORKABILITY OF CONCRETE, AND SUCH DESIGNS SHALL BE USED IN PROPORTIONING ALL STRUCTURAL CONCRETE. Ml)( DESIGNS SHALL BE SUBMITTED TO THE ARCHITECT FOR INFORMATIONAL PURPOSES ONLY, COSTS FOR MIX DESIGNS SHALL l"IE PAID FOR BY THE CONTRACTOR. "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS ALA-----EXP,---- REVIEWED BY: INSPECTOR DAff DATE l-~_-1...,,_,...,+iON_""-+-A-1Z.E_v_1!",_f,_s_,tt1_._t-J_o_. ____ t--_t-.........-ii--~'11",,-'9.81--r--"", I sH7EET I CITY OF CARLSBAD ;30; ~==~==::::P:::::L:::ANN=:l:::NG::::::D£::::P::AR:;:1:;:t.E::::N:::::1=======!!;':f!-~'..J=: -· --·" - DATE !NII IAL ENGINEER OF I/ORK REVISION DESCRIPTION DATE INITIAL OATE INITIAL OTHER APPROVAL CITY APPROVAL CONSTRUCTION SPECIFICATIONS FOR: RANCHO CARRILLO VILLAGE 'H' ASSrsTANT PLANNING DIRECTOR OWN BY: ----, I PROJECT NO. CHKO BY:___ CT-97-01 RVWD BY: fl{ '-I-7--16 DATE I DRAWING NO. _ 358-7L CMWD 97-539 ! k I .2 B. MIX DESIGNS SHALL BE MADE IN ACCORDANCE WITH ACI 31 8 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 BARB 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 UNQUALIFIED 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 CONCRET£ 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 0 F THE CLEAR SPACING BETWEEN REINFORCING, EXCEPT THAT IN COLUMNS AND PIERS IT SHALL NOT EXCEED 2/3 OF THE CLEAR DISTANCE BETWEEN REINFORCING. IN ADDITION, IT SHALL NEVER EXCEED THE SIZE INDICATED FOR THE FOLLOWING: .A . B .c SLABS, COLUMNS, PILASTERS: WALLS LESS THAN B" THICKNESS: OTHER MEMBERS: 3/4-INCH 1-INCH 1 ·1/2-INCH B. 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 CEMENT OR MORE PER BATCH SHALL BE MACHINE MIXED. SEE DRAWINGS FOR GROUT IN CONCRETE MASONRY WALL. PART 3 • EXECUTION 3.1 JOINTS: 3.2 3.3 • 1 CONSTRUCTION JOINTS: LOCATE AND INSTALL CONSTRUCTION JOINTS, WHICH ARE NOT SHOWN ON DRAWINGS, SO AS NOT TD IMPAIR STRENGTH AND APPEARANCE OF THE STRUCTURE, AS ACCEPTABLE TO ARCHITECT. A. PROVIDE KEYWAYS AT LEAST 1-1/2" DEEP IN CONSTRUCTION JOINTS IN WALLS, SLABS AND BETWEEN WALLS AND FOOTINGS; ACCEPTED BULKHEADS DESIGNED FOR THIS PURPOSE MAY BE USED FOR SLABS. B. PLACE CONSTRUCTION JOINTS PERPENDICULAR TO THE MAIN REINFORCEMENT. CONTINUE REINFORCEMENT ACROSS CONSTRUCTION JOINTS. . 2 CONTRACTION (CONTROL) JOINTS IN SLABS-ON-GROUND: CONSTRUCT CONTRACTION JOINTS IN SLABS-ON-GROUND TO FORM PANELS OF PATTERNS AS SHOWN. USE INSERTS 1/4" WIDE X 1/4 0 F SLAB DEPTH, UNLESS OTHERWISE INDICATED. TOOL ADJACENT CONCRETE EDGES TO A 1/8" 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 REPLACEMENT 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 . 3 .4 .5 COORDINATE THE INSTALLATIONS OF JOINT MATERIALS AND MOISTURE BARRIERS WITH PLACEMENT OF FORMS AND REINFORCING STEEL. GENERAL: COMPLY WITH ACI 304, AND AS HEREIN SPECIFIED . 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 AS 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 INCLINEO CONSTRUCTION JOINTS. WHERE PLACEMENT CONSISTS OF SEVERAL LAYERS, PLACE EACH LAYER WHILE PRECEDING LAYER IS 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. l!:,JQ. f.liu0Jliit1on 9'J d □r1 Bor·ders. C Oct. C6. 199/ 16: 02: J4 3.4 3.5 . ti .7 .8 .9 .1 0 • Do NOT use VIBRATORS TO TRANSPORT calcnETI! INSIDE FORMS. INSERT AND WITHDRAW VIBRATORS VERTICALLY AT UNIFORMLY SPACED LOCATIONS NOT FARTHER THAN VISIBLE EFFECTIVENESS OF MACHINE. PLACE VIBRATORS TO RAPIDLY PENETRATE PLACED LAVER AND AT LEAST 6" INTO PRECEDING LAYER. DO NOT INSERT VIBRATORS INTO LOWER LAYERS OF CONCRETE THAT HAVE BEGUN TO SET. AT EACH INSERTION, LIMIT DURATION OF VIBRATION TO TIME NECESSARY TO CONSOLIDATE CONCRETE AND COMPLETE EMBEDMENT OF REINFORCEMENT AND OTHER EMBEDDED ITEMS WITHOUT CAUSING SEGREGATION OF MIX. PLACING CONCRETE SLABS: DEPOSIT ANb 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 AND INTO CORNERS. 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. 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 CONSTRUCTION, UNLESS OTHERWISE INDICATED. THIS IS THE CONCRETE SURFACE HAVING TEXTURE IMPARTED BY FORM FACING MATERIAL USED, WITH TIE HOLES AND DEFECTIVE AREAS REPAIRED AND PATCHED AND FINS AND OTHER PROJECTIONS EXCEEDING 1/4" IN HEIGHT RUBBED DOWN OR CHIPPED OFF. .2 SMOOTH FORM FINISH: FOR FORMED CONCRETE SURFACES EXPOSED-TO-VIEW, OR THAT ARE TO BE COV!:HED WITH A COATING MATERIAL APPLIED DIRECTLY TO CONCRETE, SUCH AS WATER• PROOFING, DAMPPROOFING, PAINTING OR OTHER SIMILAR SYSTEM • THIS IS AS-CAST CONCRETE SURFACE OBTAINED WITH SELECTED FORM FACING MATERIAL, ARRANGED ORDERLY AND SYMMETRICALLY WITH A MINIMUM OF SEAMS. REPAIR AND PATCH DEFECTIVE AREAS WITH FINS OR OTHER PROJECTIONS COMPLETELY REMOVED AND SMOOTHED. . 3 RELATED UNFORMED SURFACES: AT TOPS OF WALLS, HORIZONTAL OFFSETS SURFACES OCCURRING ADJACENT TO FORMED SURFACES, STRIKE-OFF SMOOTH AND FINISH WITH A TEXTURE MATCHING ADJACENT FORMED SURFACES. CONTINUE FINAL SURFACE TREATMENT OF FORMED SURFACES. CONTINUE FINAL SURFACE! TREATMENT OF FORMED SURFACES UNIFORMLY ACROSS ADJACENT UNIFORM SURFACES, UNLESS OTHERWISE INDICATED. • 4 SAND BLAST CONCRETE FINISH: APPLY SAND-BLASTED FINISH T 0 CONCRETE SURFACES WHERE SHOWN OR SCHEDULED • COORDINATE WITH THE ARCHITECT SO THAT HE IS PRESENT AT START OF WORK. A. SURFACE CONTINUITY: PERFORM SAND BLAST FINISHING IN AS CONTINUOUS OPERATION AS POSSIBLE, UTILIZING SAME WORK CREW TO MAINTAIN CONTINUITY OF FINISH ON EACH SURFACE OR AREA OF WORK. MAINTAIN PATTERNS OF VARIANCES IN DEPTHS OF BLAST AS SHOWN ON DRAWINGS. B. DEPTH OF CUT: USE AN ABRASIVE GRIT OF PROPER TYPE AND GRADATION AS REQUIRED TO EXPOSE AGGREGATE AND SURROUNDING MATRIX SURFACES TO MATCH ARCHITECT'S SAMPLES, AS FOLLOWS: 1. LIGHT: EXPOSE FINE AGGREGATE WITH OCCASIONAL EXPOSURE OF COARSE AGGREGATE • 1/16" REVEAL. 2. MEDIUM: GENERALLY EXPOSE COARSE AGGREGATE • 1/4" REVEAL. C. SAND BLASTING: SAND BLAST CORNERS AND EDGES OF PATTERNS CAREFULLY, USING BACK-UP BOARDS, IN ORDER TO MAINTAIN UNIFORM CORNER OR EDGE LINE. DETERMINE TYPE OF NOZZLE, NOZZLE PRESSURE, AND BLASTING TECHNIQUES REQUIRED TO MATCH ARCHITECT'S SAMPLES. D. ACID CLEANING: AFTER SAND BLASTING TO REQUIRED DEPTH 15 COMPLETED, APPLY A WEAK ACID WASH TO CLEAN SAND• BLASTED SURFACES TO MATCH ARCHITECT'S SAMPLE. THOROUGHLY NEUTRALIZE AND FLUSH ACID FROM SURFACES. MONOLITHIC SLAB FINISHES: .1 SCRATCH FINISH: APPLY SCRATCH FINISH TO MONOLITHIC SLAB SURFACES THAT ARE TO RECEIVE MORTAR SETTING BEDS FOR TILE AND OTHER BONDED APPLIED CEMENTITIOUS FINISH FLOORING MATERIAL, AND AS OTHERWISE INDICATED. A. AFTER PLACING SLABS, PLANE SURFACE TO A TOLERANCE NOT EXCEEDING 1/2" IN 10' 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. r • 2 FLOAT FINISH: APPLY FLOAT F'INISH '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. .3 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. CONSOLIDATED SURFACE WITH POWER· DRIVEN FLOATS, OR BY HAND-FLOATING IF AREA IS SMALL OR INACCESSIBLE TO POWER UNITS. CHECK AND LEVEL SURFACE PLAN TO A TOLERANCE NOT EXCEEDING 1/4" IN 1 O' WHEN TESTED WITH A 10' STRAIGHTEDGE. CUT DOWN HIGH SPOTS AND FILL I.OW SPOTS. UNIFOAMLY SLOPE SURFACES TO DRAINS. IMMEDIATELY AFTER LEVELING, REFLOAT SURFACE TO A UNIFORM, SMOOTH, GRANULAR TEXTURE. 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. 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 PLAN TOLERANCE NOT EXCEEDING 1/8" IN 10' WHEN TESTED WITH A 10' STRAIGHTEDGE. GRIND SMOOTH SURFACE DEFECTS WHICH WOULD TELEGRAPH THROUGH APPLIED FLOOR COVERING SYSTEM. 11'17-039 3.8 3.7 3.8 .4 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. COORDINATE REQUIRED FINAL FINISH WITH ARCHITECT BEFORE APPLICATION. CURING: .1 GENERAL: PROTECT FRESHLY PLACED CONCRETE FROM PRE· MATURE DRYING AND EXCESSIVE COLD 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 DRIED. CONTINUE FINAL CURING FOR AT LEAST 7 DAYS IN ACCORDANCE WITH ACI 301 PROCEDURES. AVOID RAPID DRYING AT END 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 AND 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 1/8" IN 10'. THE CONTRACTOR IS CAUTIONED TMAT 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 EXPENSE. • 3 AFTER THE FORMS HAVE BEEN REMOVED, ALL CONCRETE SURFACES SHALL BE INSPECTED AND 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 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. . 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 YARDS DR FRACTION THEREOF OF EACH TYPE AND STRENGTH OF STRUCTURAL CONCRETE, AND SHALL BE TESTED AT THE AGES OF SEVEN AND 28 DAYS. • 3 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. . 4 PROVIDE SPECIAL INSPECTION ON ALL WORK INDICATED IN STRUCTURAL GENERAL NOTES. IICTION 041.IIJI CONCR!TI UNIT MASONRY PART l • 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 AND APPLY TO THIS SECTION AS 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: .1 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 AND 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 AND THOROUGHLY CURED AT THE PLANT BEFORE SHIPMENT, AND THAT THEY CONFORM TO ALL OF THE REQUIREMENTS OF THIS SPECIFICATIONS. EACH CERTIFICATE 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 AND GROUT: .1 MORTAR STRENGTHS: MORTAR FOR GROUTED UNIT MASONRY SHALL BE TYPE S MORTAR IN ACCORDANCE WITH CHAPTER 2 4 OF THE UNIFORM BUILDING CODE, 1976 EDITION AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AT 1 BOO PSI. . 2 GROUT STRENGTHS: 2000 PSI AT 28 DAYS • 1. B HANDLING AND STORAGE: IMMEDIATELY UPON DELIVERY TO THE SITE, MASONRY UNITS SHALL BE STACKED UNDERCOVER OR OTHERWISE PROTECTED FROM EXPOSURE TO THE WEATHER AND 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. PART 2 · PRODUCTS 2. 1 CONCRETE 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 B" X 16" AND 12" X B" X 16" NOMINAL IN SIZE. ALL UNITS SHALL BE STANDARD COLOR AND TEXTURE UNLESS OTHERWISE NOTED. .2 CEMENT: STANDARD TYPE II PORTLAND CEMENT, CONFORMING TO ASTM C150-77, LOW ALKALI. . 3 LIME: HYDRATED, CONFORMING TO ASTM C207-78, TYPE S. . 4 MORTAR SAND: NATURAL SAND, CLEAN AND GRADED, CONFORMING TO ASTM C144-76. . 5 GROUT AGGREGATE: CLEAN AND GRADED CONCRETE AGGREGATES, CONFORMING TO ASTM C33-77. • 8 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 STEEL FOR GROUTED BLOCK MASONRY UNDER IN ACCORDANCE WITH THE REQUIREMENTS 03200, "CONCRETE REINFORCEMENT". REINFORCING THIS SECTION OF SECTION "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS RLA EXP. ___ _ REVIEWED RY: INSPECTOR DATE DATE 1-e,--z.,i.--j~1-o-,N-A-1--,:,.RE_v_r~_•l:'.'_SH_1_. _NO_. -----+---1--+Q.-~-1--~-1--I s~ET I CITY OF CARLSBAD ~ r? PL,V,ll(NG DEPARTIENT ..,A-/ :=C=ON::::::S=TR:::U!_.!C=T=l=□N=S=P=EC::l:;F::;l::CA::T:;1::0::N::S::F;:OR;:::::::::::::::::====.!:/M~~~ -NA la•--~ ANhllNlUN • Pl••···· IA ,olla C•■ln II I 9166 Tov111 Cenu·• Drln • .1\11\■ ■40 •• 11...,c• am---lll.660.1171 • ru 660.1680 RANCHO CARRILLO VILLAGE 'H' APPROVED Ci/u ()z(hb ASSISTANT PLANNING DIRECTOR '-f-1-13 DATE 1-c-DA"'T.,.E +1,-N'"'n'"'1"'AL+----------------4 --DA_T_[+-I-N"'I T""I""AL+'"'D""Al"'E,-11-,I,.,.NI"'r""IAL,,.-l i OWN BY: --- [NG I NEER OF WORK REVIS I ON DES CR I PT I ON OTHER APPROVAL CITY APPROVAL ~~~ =~:---PROJECT NO, CT-97-01 I DRAWING ND, . 358-7L CMWD 97-539 2. 2 CONCRETE FOOTINQ: .1 .2 .3 PORTLAND CEMENT: ASTM C 150, TYPE I OR II. FOR I! X POSE 0 CONCRETE, USE ONLY ONE BRAND FROM ONE MILL LOT. 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. • 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 STANDARD REQUIREMENTS: CLASS "A" CONCRETE SHALL CONTAIN NOT LESS THAN 6-1/2 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. . e REINFORCING BARS: ASTM A 815, 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. • 7 WELDED WIRE FABRIC: ASTM A 185, EXCEPT THAT ULTIMATE STRENGTH NEED NOT EXCEED 55,000 PSI. DELIVER ANO PLACE FABRIC IN FLAT SHEETS. . B SUPPORTS AND SPACERS: TYPES ANO SIZES REQUIRED TO MAINTAIN POSITIONING OF BARS ANO WIRE FABRIC IN LOCATIONS SHOWN ON DRAWINGS DURING CONSTRUCTION SHALL BE PRECAST CONCRETE CUBES WITH TIE WIRES. AIR ENTRAINING AGENT: ATTACHED). • g ASTM C 260 16, 17, 20 (SEE PART 3 • EXECUTION 3 .1 UNIT MASONRY CONSTRUCTION: 3.2 .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 SHALL BE FILLED SOLID WITH GROUT, UNLESS OTHERWISE NOTED ON DRAWINGS. BLOCKS SHALL BE LAID UP IN RUNNING BONO. • 2 JOINTS: BOTH VERTICAL ANO HORIZONTAL JOINTS SHALL BE UNIFORMLY 3/8" TO 112" THICK, WITH MORTAR COVERAGE FOR FULL SHELL THICKNESS AT BOTH VERTICAL ANO HORIZONTAL JOINTS. • 3 BED JOINTS: THE TOP SURFACE OF THE CONCRETE FOOTINGS OR OTHER BEO JOINTS MUST BE CLEAN, SMOOTH CONCRETE WITH AGGREGATE EXPOSED BEFORE START OF LAYING. TO PS 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. • 4 REINFORCEMENT: VERTICAL REINFORCING BARS SHALL BE HELO 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. • 5 WATERPROOFING MATERIAL: SHALL BE TH ORO-SEAL OR APPROVED EQUAL. . 8 GROUTING: 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. YDS. PER HOUR OF THE SPECIFIED 318" MAXIMUM SIZE AGGREGATE MIX. COLO WEATHER REQUIREMENTS: IF IT IS NECESSARY TO LAY BLOCK DURING FREEZING WEATHER, MATERIALS SHALL BE HEATED AS REQUIRED BEFORE INCORPORATING IN THE WORK. FURTHER, MASONRY SHALL BE PROTECTED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE. 3. 3 CLl!ANING: AFTER ERECTION ANO POINTING, ALL MASONRY SHALL BE CLEANED DOWN WITH STIFF BRUSHES ANO WATER, FOLLOWED BY A THOROUGH RINSING WITH CLEAN WATER. 3.4 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. 3. 5 PROTECTION: MASONRY SURFACES SHALL BE COVERED WITH NON-STAINING WATERPROOF PAPER WHEN NECESSARY TO PROTECT THEM FROM RAIN OR FROM HOT, ORY WEATHER. SURFACES NOT BEING WORKED ON SHALL BE PROTECTED. 3.8 TOLERANCES: .1 THE FOLLOWING TOLERANCES SHALL APPLY TO THE MASONRY WORK: PLUMB: IN ADJACENT UNITS • 118"; IN 10 FEET • 1/4"". LEVEL: ANY BAY OR 20 FEET MAXIMUM -114"; IN 40 FEET OR MORE -112". SECTION O!l!IOQ METAL FABRICATIONS PART l • GENERAL 1.1 THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS, SPECIAL OF THI! CONDITIONS, APPLICABLE PORTIONS OF DIVISION 1 SPECIFICATIONS ARE A PART OF THIS SECTION. 1.2 SUBMITTAL$: . 1 INDICATE PROFILES, SIZES, REINFORCING, ANCHORAGE, SIZE ACCESSORIES. CONNEchoN ATTACHMENTS, AND TYPE OF FASTENERS, AND • 2 INCLUDE ERECTION DRAWINGS, ELEVATIONS, AND DETAILS WHERE APPLICABLE . PART 2 • PRODUCTS 2.1 MATERIALS: 1 STEEL SECTIONS: ASTM A3B. . 2 STEEL TUBING: ASTM A500, GRADE B. . 3 BOLTS, NUTS, AND WASHERS: ASTM A307. . 4 WELDING MATERIALS: AWS 01.1; TYPE REalUIRED FOR MATERIALS BEING WELDED • • 5 PRIMER: PRIME COAT SHALL BE ZINC CHROMATE ALKYD PRIMER CONFORMING TO FED. SPEC. TT-P-645. • 8 TOUCH-UP PRIMER FOR GALVANIZED SURFACES: FED. SPEC. TT·P· 841. 2.2 FABRICATION: • 1 VERIFY DIMENSIONS ON SITE PRIOR TO SHOP FABRICATION. • 2 FABRICATE ITEMS WITH JOINTS TIGHTLY FITTED ANO SECURED. .3 FIT ANO SHOP ASSEMBLE IN LARGEST PRAl:TICAL SECTIONS, FOR DELIVERY TO SITE. . 4 GRIND EXPOSED WELDS FLUSH AND SMOOTH WITH ADJACENT FINISHED SURFACE. EASE EXPOSED EDGES TO SMALL UNIFORM RADIUS. . 5 EXPOSED MECHANICAL FASTENINGS: FLUSH COUNTERSUNK SCREWS OR BOLTS; UNOBTRUSIVELY LOCATED; CONSISTENT WITH DESIGN OF STRUCTURE, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. PROVIDE ZINC-COATED OR CADMIUM PLATED FASTENERS FOR EXTERIOR USE AND WHERE BUILT INTO EXTERIOR WALLS. • 8 MAKE EXPOSED JOINTS BUTT TIGHT, FLUSH, "'NO HAIRLINE. . 7 SUPPLY COMPONENTS REQUIRED FOR ANCHORAGE OF METAL FABRICATIONS. FABRICATE ANCHORAGE AND RELATED COMPONENTS OF SAME MATERIAL AND FINISH AS METAL FABRICATION, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. 2.3 FINISH: .1 GALVANIZE ITEMS TO MINIMUM 1.25 OZ.ISO. FT. ZINC COATING IN ACCORDANCE WITH ASTM A386. PART 3 • EXECUTION 3.1 PREPARATION: 3.% ' • 1 OBTAIN ARCHITECT APPROVAL PRIOR TO Sl"tE CUTTING OR MAKING ADJUSTMENTS NOT SCHEDULED. • 2 CLEAN ANO STRIP SITE PRIMED STEEL ITEMS TO BARE METAL WHERE SITE WELDING IS SCHEDULED. . 3 MAKE PROVISION FOR ERECTION LOADS WITH TEMPORARY BRACING. KEEP WORK IN ALIGNMENT. • 4 SUPPLY ITEMS REQUIRED TO BE CAST INTO CONCRETE OR EMBEDDED IN MASONRY WITH SETTING TEMPLATES, TO APPROPRIATE SECTIONS. INSTALLATION: INSTALL ITEMS PLUMB ANO LEVEL, ACCUlATELY FITTED, FREE FROM DISTORTION DR DEFECTS. . 1 . 2 PERFORM FIELD WELDING IN ACCORDANCE WITH AWS 01.1. .3 AFTER INSTALLATION, TOUCH UP FIELD WELDS, SCRATCHED OR DAMAGED SURFACES WITH PRIMER. • 4 INSTALL EXPANSION JOINT COVERS AND COMPRESSION SEALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SECTION 09200 LAIJ:LAND PLASTER /STUCCO! PART 1 • GENERAL 1. 1 CODES AND REFERENCE STANDARDS: IN ADDITION TO COMPLYING WITH ALL PERTINENT CODES ANO REGULATIONS, COMPLY WITH THE MATERIALS HANDLING AND WORKMANSHIP PROVISIONS OF CALIFORNIA LATHING AND 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. PART 2 • PRODUCTS 2 .1 METAL PLASTERING ACCESSORIES: ALL SCREEDS ANO OTHER METAL ACCESSORIES SHALL BE STANDARD SHAPES FOR THEIR INTENDED USE ANO SHALL BE FABRICATED FROM 26 GAUGE OR HEAVIER MOT-DIPPED ZINC GALVANIZED STEEL, PRIME-COATED, ANO COATED WITH A PROTECTIVE MATERIAL TO PERMIT REMOVAL OF OVERSPRAY AT COMPLETION OF PLASTERING. #'37-039 - 2. 2 LATHINQ MATERIALS ANO ACCESSORIES: . 1 .2 • 3 WEATHER RESISTANT PAPERBACKING: CONFORMING TO F.S. UU-B• 790A, TYPE I, GRADE B. METAL LATH: FLAT DIAMOND MESH OR 3I8-INCH TYPE; WITH GALVANIZED COATING; OF WEIGHT TO SUIT APPLICATION. GALVANIZED PAPERBACK WELDED WIRE LATH: K-LATH CORP., 0 R EQUAL. .4 INSIDE AND OUTSIDE CORNER MESH: 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. .5 ANCHORAGES: TIE WIRE, NAILS, SCREWS AND OTHER APPROVED METAL SUPPORTS, OR TYPE AND SIZE TO SUIT APPLICATION ANO TO RIGIDLY SECURE LATHING MATERIALS IN PLACE; GALVANIZED COATED. 2.3 PLASTER: .1 CEMENT FOR PLASTER SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C150, TYPE II . . 2 GUN PLASTIC PORTLAND CEMENT MACHINE APPLICATION OF BASECOATS SHALL CONFORM TO ASTM C-7BA, TYPE I OR II. PLASTICIZING AGENTS MAY BE ADDEO IN MANUFACTURING PROCESS NOT TO EXCEED 12" OF THE TOTAL VOLUME. • 3 SANO USED FOR PLASTER SHALL BE CLEAN ANO WELL GRADED FROM COARSE TO FINE, ANO 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. PAllT 3 -EXECUTION 3 .1 FURRING ANO LATH INSTALLATION: .1 ERECT METAL FURRING ANO 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 118-INCH IN 1 0 FEET IN ANY DIRECTION. 3 .2 PLASTERING: . 1 .2 CONCRETE OR CONCRETE BLOCK; BROWN COAT: SCRATCH ANO BROWN TO TOTAL 1/2" THICKNESS . BROWN COAT SHALL BE BROUGHT TO A TRUE EVEN SURFACE BY RODDING AND FLOATING, ANO LEFT ROUGH, READY TO RECEIVE FINISH COAT. METAL LATH; SCRATCH COAT; COMPLETELY COVER MESH LATH IN ONE HEAVY COAT APPROXIMATELY 112" THICK. BROWN COAT; SCRATCH AND BROWN TO TOTAL 718" THICKNESS. BROWN COAT SHALL BE BROUGHT TD A TRUE EVEN SURFACE BY RODDING ANO FLOATING, AND LEFT ROUGH, READY TO RECEIVE FINISH COAT. 3. 3 FINISH COAT: LIGHT TO MEDIUM SPRAYED TEXTURE ANO TROWELED FINISH TO MATCH APPROVED SAMPLES. 3. 4 TOLERANCES: FINISH ALL PLASTER TRUE AND EVEN WITHIN A TOLERANCE OF ONE IN 500, LEAVING THE FINISHED SURFACE FREE FROM TOOL MARKS ANO ALL OTHER BLEMISHES. .1 CLEANING AND PROTECTION: IN ADDITION TO ALL OTHER PROTECTION, PROTECT ALL ADJACENT FINISHED SURFACES FROM THE ACCIDENTAL APPLICATION OF PLASTER. ll_ECTJONJ_~Jl§Jl ANTI-GRAFFITI COATINGS PART 1 -GENERAL 1 .1 SUMMARY: . 1 SECTION INCLUDES GRAFFITI RESISTANT COATINGS • • 2 RELATED SECTIONS: SECTION 09900 • PAINTING: APPLICABLE PREPARATION AND APPLICATION REQUIREMENTS. 1.2 SUl!MITTALS: . 1 .2 PRODUCT DATA: SUBMIT COMPLETE MANUFACTURER'S LITERATURE ANO SPECIFICATIONS. INCLUDE COMPLETE LISTS OF MATERIALS PROPOSED FOR USE, GIVING THE MANUFACTURER"S NAME, PRODUCT NUMBERS, AND PRODUCT INFORMATION SHEETS FDR EACH SPECIFIED ITEM. SAMPLES: WHEN SPECIFIED SYSTEM REQUIRES THAT THE GRAFFITI RESISTANT COATING BE APPLIED OVER A PAINT COLOR, SUBMIT SAMPLE OF SYSTEM SHOWING EACH COAT. THE ARCHITECT WILL USE THIS SAMPLE TO APPROVE COLOR. . . - DATE INITIAL ENGINEER OF WOOK REVISION DESCRIPTION 1. 3 1. 4 .3 APPLICATION ANO SAFETY: SUBMIT THE MANUFACTURER'S RECOMMENDED METHODS INSTALLATION, INCLUDING LIMITATIONS, SAFETY ENVIRONMENTAL CAUTIONS, MATERIAL SAFETY DATA SHEETS, APPLICATION RATES. OF ANO ANO QUALITY ASSURANCE: • 1 QUALIFICATIONS: A. USE PRODUCTS BY MANUFACTURERS REGULARLY ENGAGED IN MANUFACTURING OF THIS PRODUCT AND WITH A HISTORY OF AT LEAST THREE SUCCESSFUL APPLICATIONS WITHIN THE LAST THREE YEARS. B. USE SKILLED WORKERS WHO ARE THOROUGHLY TRAINED ANO EXPERIENCED AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND METHODS. • 2 REGULATORY REQUIREMENTS: COMPLY WITH APPLICABLE CODES AND REGULATIONS. ALL PRODUCTS MUST COMPLY WITH CURRENT voe REQUIREMENTS FOR THE AIR QUALITY MANAGEMENT DISTRICT WHERE APPLICATION TAKES PLACE. WHERE THOSE REQUIREMENTS CONFLICT WITH THIS SPECIFICATION, COMPLY WITH THE MORE STRINGENT PROVISIONS • • 3 FIELD SAMPLES: APPLY THE SYSTEM IN A DESIGNATED AREA AS AGREED UPON WITH THE ARCHITECT. THIS • WILL SERVE AS AN INDICATION THAT APPLICATOR CAN PROVIDE ACCEPTABLE RESULTS AND WILL BE USED AS THE STANDARD FOR THE REST OF THE WOR'K. DELIVERY, STORAGE, AND HANDLING: .1 ACCEPTANCE AT SITE: .2 MATERIAL SHALL BE DELIVERED TO PROJECT IN ORIGINAL CONTAINERS, COMPLETELY SEALED AND BEARING NAME OF COATING CONTAINED THEREIN. STORAGE AND PROTECTION: USE ALL MEANS NECESSARY TO PROTECT THE MATERIALS OF THIS SECTION BEFORE, DURING, AND AFTER INSTALLATION. 1 • 5 PROJECT CONDITIONS: • 1 PROJECT CONDITIONS: DO NOT APPLY COATINGS WHEN SURFACE TEMPERATURE IS MORE THAN 90° F. IN THE SHADE, OR WHEN THE RELATIVE HUMIDITY IS MORE THAN 70 PERCENT. DO NOT APPLY COATING WHEN ADVERSE WEATHER CONDITIONS ARE IMMINENT. PART 2 -PRODUCTS 2 .1 MANUFACTURERS: • 1 DESIGN IS BASED ON PRODUCTS MANUFACTURED BY DUNN- EDWARDS CORPORATION, LOS ANGELES, CA. (213) 771-3330 ANO OKON, INC., LAKEWOOD, CO. OKON PRODUCTS ARE DISTRIBUTED BY DUNN-EDWARDS CORPORATION. 2.2 MATERIALS: • 1 CLEAR FINISH OVER CONCRETE, MASONRY, STUCCO AND STONE: A. WATERBORNE SEALER WITH AN ACTIVE SOLIDS CONTENT OF 5% • I!. CLEAR FINISH -A TWO COMPONENT ALIPHATIC URl!THANI! POLYESTER BASED MIXTURE • • 2 COLORS AND QUANTITIES: A. CHECK. WITH MANUFACTURER AS TO THE ABILITY TO MATCH SELECTED COLORS. B. PRODUCT MAY NOT BE AVAILABLE IN SMALL QUANTITIES • PART 3 • EXECUTION 3.1 EXAMINATION: .1 VERIFICATION OF CONDITIONS: PRIOR TO THE COMMENCEMENT OF THE WORK OF THIS SECTION, EXAMINE THE INSTALLED WORK OF OTHER TRADES ANO VERIFY THAT ALL SUCH WORK IS COMPLETE OR PROPERLY CORRECTED TO THE POINTS WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. COMMENCEMENT OF WORK WILL INOICATE THAT APPLICATOR HAS ACCEPTED THE CONDITIONS. 3.2 PREPARATION: .1 PROTECTION: PROTECT AND COVER FINISHED WORK AND MATERIALS OF ALL OTHER TRADES WHICH MAY BE AFFECTED BY WORK OF THIS SECTION DURING COATING APPLICATION. PROTECT ALL SURROUNDING VEGETATION AND ADJACENT AREAS FROM OVER- SPRAY. "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS RLA _____ EXP. ___ _ REVIEWED BY: INSPECTOR CITY OF CARLSBAD PLANNING DEPARTIENT CONSTRUCTION SPECIFICATIONS FOR: RANCHO CARRILLO VILLAGE 'H' DATE DATE APPROVED~ ~G,,.Gi 4-1-f~ ASSISTANT PLANNING DIRECTOR DATE DATE INITIAL DATE INITIAL OTHER APPROVAL C !TY APPROVAL OWN BY1 ___ _ CHKD BY: ___ _ RVWD BY: PROJECT NO. CT-97-01 I DRAWING NO. . 358-7L CMWD 97-539 \ I 3.3 • It • SUl'lf'ACI .. 1'11! .. A,iATIOfll: A. SUl!IITAATl!S TO fltl!Cl!IVI! ll!ALl!l'IS Ml 1'1'1'11'11'1!1'11 1"1'1•1,0111 TO QRAFFITI Rl!!SISTANT COATINQS MUST Bl! CLEANED OF ALL DIRT, BOND BREAKERS, AND ALL OTHER FOREIGN MATEPIIALS WHICH WILL ADVERSELY AFFECT THE REQUIRED APPEARANCE OF THE FINISHED PRODUCT. 9, P,OW!!R WASH ALL SUAFACl!S IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. DO NOT DAMAGE O l'I WEAKEN FINISHED SURFACl!S. AP'P'LlCATION: .1 GENERAL: A, I. C. AP'PLY P'flttMUII, PAINTS, ANII) COATH•tQS IN lf'l111CT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONl!I. WHEN ADDITIONAL COATIII O,f' THt! Ql'III.FFITI Pll!SIITANT COATING ARI! Rl!QUll'IED, ALLOW NO MORE THAM 48 HOURS l!JETWEEN COATS. APPLY A TOTAL DRY FILM THICKNl!SS OF NOT LIii THAN 1. B MILS FOR GRAFFITI l'IESISTANT COATINGS, 3 .4 CLl!ANINIJ, TOUCH-UP, AND l'll!!l'INl!IHING~ 3.1 • 1 OENl!l'IAL: A. CARl'l'ULL V flt1M0111 ALL t,,.LATTl!l'II, IPOT!I, l!ILEMISHl!S CAUSED IV WORK OF THIS SECTION. ANl!I C. OP'ON COMPLETION 01' THI! WOl'IK, l'll!MOVE ALL l'IU•l911H, CANS, AND ACCUMULATED MATERIALS RESULTING l'l'IOM THI WORK, ALL AREAS MUST BE LEFT IN A CLEAN AND ORDEALY CONDITION. PIUNS, SA!ll, 11,Ul!ISl!S, HOLIDAYS, STAIN•!!, ANO OTHl!l'I DEFECT!! IN TH'I! COATED SURFACES, INCLUDING INADEQUATE COVERAGE AND MIL THICKNESS WILL BE SATISFACTORILY TOUCHED•UP OR REFINISHED. FINISH SCHEDULE: STUCCO, CONC .. l!!TI!!, lll'll'CK, AND ITONII (CLl!API l'INIIH! ON! COAT OKON, MASONRY IEII.Ll!PI (W 1) TWO COATS ULTl'IAIHIILD, CLl!API l"OLYUPll!THANI! ENII.Ml!!L (IP 631) IICD:ON P•H PAINTING P'4PIT1 OIMtftAL 1 , 1 QENEl!AL CON'IIJl''l:>N:1 TH! GENl!!RAL CONDITIONS, SP'l!CIAL CON'DITIONI, A•NO D•l'lt910M 1, Al'II! A PART OF THIS SECTION AND THE CONTRII.CT FOPI THIS WORK AND APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1.1 IUMMAAY: THE WOfll!C IMCLUE>'l!I ALL IEl'IVlCII, LA90'PI, MATl1'11ALI, TRANSPORTATION AND l!QU,IP'Ml!!NT NECESSAPIY TO PERFOPl'M THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFll:D, THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN, • 1 .2 DESCl'li'PTION • Ol!FtN,ITIONS: TH>!! Tl!l'IM "PAINT", Al Vl"l!D Ht!l'll!IN, MEANS ALL COIi.TiNO SYSTl!MS MATERIALS INCLUDING PRIMERS, EMULSIONS, EPOXY, ENAMELS, SEALERS, FILLERS AND 0TH ER APPLIED MATERIALS WHETHER USED AS PRIMIS, INTERMEDIATE, 0 R FINISH COATS. QUALITY AS!IUPIANCE A. AIVIEW OTHl!l'I ll!CTIO·NI 01' THIii SP,l!Ctl'ICATl0'N9 Al AEQUIAED, VERIFYING THI PRIME COATS TO l!IE USl!O AND ASSURING COMPATIBILITY OF THE TOTAL COATINQ SYSTEM l'OR THE VAAIOUS SUBSTRATE. I. l'URNISH INFOl'IMATION ON TH•! CHARACTl!!RISTICI 01' THE SPECIFIC FINISH MATERIALS TO ENSURE THAT PRIM!! COIi.TS USED ARI!! COMPATIBLE. C. PFIOVIDE IAFll'lll!R COATS OVl!fll NON-COMPATl!LE PPIIM'll'II, OR REMOVE THE PRIMER AND RE-PRIME AS REQUIRED. D. NOTIFY THI! l!NGINl!!ER IN WRITING OF 11.NTICIP'ATl!D l'l'IO ■Ll!'MI IN USING THE SPECIFIED COATING SYSTEMS OVER PRIM!! COATING SUPPLIED UNDEFI OTHER SECTIONS. IIIIIIIITJALI . 1 MANUFACTUl'll!Pl'S DATA A. C. COMl'Ll!TI! MATEPIIALI UST 01' ALL ITl!M'II Pl'IOl"0ll!'D TO l'I! FURNISHED AND INSTALLED UNDER THIS l!l!CTION MANUFACTURER'S SPl!CIFICATIONS AND OTHl!!R DATA PIEQUIRED TO DEMONSTRATE COMPLIANCE WITH THE SPECIFIED REQUIREMENTS. FOPI INFOPIMATION ONLY, SVl!IMIT TWO COPIES Of' MANUFACTURE'S SPECIFICATIONS AND APPLICATION INSTRUCTIONS FOR EACH MATERIAL. 1.4 1 .5 1. I IANPLII SUl!IMIT FOl'I l!NQ,INl!l!'l'lll l'l'l!VH!W. e.wmu_cr HANDLING • 1 DELIVER ALL MATll'IIALS TO THI J'Olll i!IITI l'N UNQl"l!Nl!D, O•IIIIGINAL CONTAINERS BEARING THI! MANUFACTURE'& NAME AND LAl!IEL. , 2 PROVIDE PROPER STORAGI!! TO PRl!!Vl!!NT DAMAGE TO, AND DETERIORATION OF, PAINT MATERIALS. • 3 . 4 US! ALL Ml!!ANI NECESSARY TO PROTECT THE MAT!l'IIALS 01' TH111 SECTION BEFORE, DURING AND AFTER INSTALLATION AND TO PROTECT THE WORK AND MATERIALS OF ALL OTHER TRADES, IN THI! !VENT OF DAMAGE, IMMEDIATELY MAKI! ALL Pll!PII.IRS ANO REPLACEMENTS NECESSAAY TO THE APPROVAL OF THE ENGINE!l'I AND AT NO ADDITIONAL COST TO THE OWNER. JO•I CONDITION8 .1 DO NO AF'P'LY SOLVl!NT THINN>l!D P'AtNTS W'Hl!N Tl!Ml"l!PIATURl!!I OF SURFACE TO l'IE PAINTl!D AND THE SURROUNDING AIR TEMPERATURE ARE BELOW 45 DEGREES F., UNLESS OTHERWISE PERMITTED BV THE MANUFACTURER'S PAINTING INSTRUCTIONS. .2 DO NOT PAINT IN RAIN, FOG, OA MIST; OR WHEN THE RELATIVE HUMIDITY EXCEEDS 85%; OR TO DAMP OR WEST 9UAFACES. 1. 7 Pl'IIULATOBY Pl>l!OUIBEMl!NTI ALL MATl'lRIAL AND APPLICATION O•F MATl!l'IIAL !!HALL COMPLY WITH THI! PflOVISIONS IN ALL AIR POLLUTION CONTROL REGULATIONS. PAPIT a p,111ooucn 2. 1 MATERIALS • 1 . I ., . 4 Dl!l!IION II 9Al•ll'I) ON 1111 01' PAtNT l"PIODUCTI MAH1.J'l"ACTU-l'III) av SINCLAIR OR EQUAL. COLORS AD INDICATl!O ON Ol'IAW'IN(llll . UNDEPICOATS ANO THl,N•Nl!l'II • !'PIOVU,,E Utf'l)'l!l'ICOAT PAINT PRODUCED BV TH·! SAME MANUFACTURER AS THE FINISH COAT. USE ONLY THE THINNERS flECOMMENDED BV THE PAINT MANUFACTURE, AND USE ONLY THE RECOMMEND LIMITS, INS0l'API AS PRACTICABLE, USE UNDERCOAT, FINISH COAT, AND THINNER MATERIALS AS PART OF A UNIFIED svsn;M OF PAINT FINISH. THINNER • AS PIECOM'Ml!NDl!D !IV l!ACH MANUFACTURER FOR HIS RESPECTIVE PRODUCT . . I STANDAPIDS · l'l'I0VIDE PAl'NT M,ATl!flllALI WHICH Ml!IT 01'1 EXCEl'D THE STANDARDS LISTl!D FOl'I EACH APPLICATION. 1.1 .,PP\,l!CAUON l!OUIPM!NT • 1 . I GENERAL • FOFI APPLICATi'ON OF THI! .Al"P'l'I0\1'10 .. AINT, Ulll ONLY SUCH EQUIPMENT AS IS RECOMMl!NDED FOR AP'PLICATION OF THI PAATICULAR PAINT BV THE MANUFACTURE OF THE PARTICULAR PAINT. COMl'ATIIIIUTY • P'l'IIOl'I TO ACTUAL USE 01' THI! AP'l"LICAT10N EQUIPMENT, UIE ALL MEANS N!CEl!ISAFIV TO VERIFY THAT THI PROPOSED EQUIPMENT IS ACTUALLY COMPATIBLE WITH THE MATERIALS TO BE APPLIED AND THII.T THE INTEGRITY OF THE FIN'IIH WILL NOT BE JEOPARDIZED BV USE OF THE PROPOSED APPLICATION EQUIPMENT, 2 .1 OIMlfll MATERIALS . 1 ALL OTHER MAT'l!1'11ALI, NOT !11"1!CtFl•CALLY C>l!IC1'1rl•l!D ltUT REQUIR!D FOR A COM,,LETI AND PROPEi'! INSTALLATION OF' THI!! WORK OF THIS SECTION, SHALL l!IE NEW FIRST QUALITY OF THl"IA RESPECTIVE KINDS, CONFORMINQ TO THE STANDARDS OF THE INDUSTRY. PAPJI a IXICVTION 3 .1 SUPIFACE coN,DltlONI .1 IN!l"l!!CTIO•N -Pl'IIOl'I lO IN•!ITALLATIO'N 01' TH'E WO•l'IK 01" TH'IS SECTION, CAREFULLY INSPECT THI! INSTALL!D WORK OF ALL OTHER TRADES AND VERIFY THAT ALL SUCH WORK IS COMPLETI!! TO THE PAINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE, VERIFY THAT PAINTING MAY BE COMPLETED IN STRICT ACCORDANCE WITH THE MANUFACTURE'$ WRITTEN RECOMMENDATION. . I! DO NOT PFIOCEl!D IN ARl!AIII OF DISCREPANCY UNTIL .ALL DISCREPANCIES HAVE BEEN FULLY RESOLVED. 3. :t lllilAJIPIIALI P'Pl!PAPJAJIDN . 1 .2 ., MIX AN•D PRl!PAPII!! P'AIHTl•!t(I MATll'IIALS IN ITl'l'fCT .ACCOl'IOANCI WITH THE MANUFACTURER'S WRITTEN RECOMMENDATIONS, STORE MATEPIIALS NOT IN ACTUAL USE IN TIGHTLY COVEA!O CONTAINERS. MAINTAIN CONTAltfEPll!I UIIC> IN i!ITOfllAOI!, MIXING, ANO Ai>l'UCATH>N OF PII.INT IN A CLEII.N CONDITION, FREE FROM FOREIGN MATERIALS AND RESIDUE. 3., ltlftl'ACI PREPARATION • 1 PEAF0RM ALL PPll!l"A'IATION ANO CLl!ANING l"fll0CIDUREI IN STRICT ACCORDANCE WITH THI!! MANUFACTURER'S Wl'IITTEN flECOMMENDATIONS. I #97-039 3.4 - .2 ,3 ,4 .5 l"ROVID! IUPIFACl!i APPLl•ED PROTECTION TO ITl!MS NOT SCHEDULED TO RECEIVE PAINT FINISH PRIOfl TO SURFACE PREPARATION AND PAINTING OPERATIONS, CLEAN EACH SURFACE TO Bl! PAINTED PRIOR TO APPLYING PAINT OR SURFACE TREATMENT. REMOVE OIL AND GREASE WITH CLl!AN CLOTHS ANO 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 ANO OTHER CONTAMINANTS FROM THE CLEANING PROCESS WILL NOT FALL ON WEST, NEWLY PAINTED SURFACES. PAIHI APPLICATION . 1 BflUSH APPLICATION. .2 '3 .4 SPRAY APPLICATION • WHERl!VER SPRAY APPLICATION IS USED, APPLY l!ACH COAT TO PROVIDI! 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. DRYING • ALLOW SUFFICIENT DRYING TIME BETWEEN COATS. MODIFY THE PEFIIOD AS RECOMMENDED BY THE MATERIAL MANUFACTURE TO SUIT ADVERSE WEATHER CONDITIONS. COMPLETED WORK SHALL MATCH THE APPROVED SAMPLES OF COLOR, TEXTURE AND COVERAGE. REMOVE, REFINISH, OR REPAIR ALL WORK NOT IN COMPLIANCE WITH SPECIFIED AEQUIREMENTS. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" RLA-----EXP,---- REVIEWED BY: DATE DATE !,-£ I ONA & ~16~ _"'>I-I-T, NO. u-;g;zflJr:r-:lf"ra.::::I =:::::-1 ;:=C:;:::IT:;::Y=o=F=c=A==R;::;L:::::;S::::::::B=A==D~~:-:;=cr\:::1 l----+---+----------------+-----,1----+----t---~ 0 PLANNING DEPARTMENT __,a__, :=C=ON=S=T:::RU~C=T=l O=N=S=P=E::::C l::F:;l:;:CA::;T::I O::N::S:::f:::O:::R::: =::::::::===~~ &':!;Ji:£! INSPECTOR La■._,, ANhllwl•,.. • PIii••••• Le .leUe Ce■lre II -T•••• c.n,re DrlH, hll• .,., ... Dl....,e• Nlll•IOCII 81tM0.1n1 • , .. HO.IMO DATE IHI I IAL ENG I NEER OF WORK REVISION DESCRIPTION RANCHO CARRILLO VILLAGE 'H' OWN BY: ~OccAT;.;:E'--'_I N_I_T_I A_L __ □Acclc:.E _,_,:_I N..:.I_Tlc..Al.:_i CHK □ 6 y: ---· 1 PROJECT NO. CT-97-01 OTHER APPROVAL CITY APPROVAL RVWD BY: DRAWING NO. 358-7L CMWD 97-539 ' ! I ,_.,,=,.,m ,mo ... ,,,,~~""'"'"" l ML39 1'' 11.1 ···-~ I OHni. ·. ·. :i-: , .. ·.·· . ' . . . '" !<Ii! "~" 0.. / ,, '-..!.'1',~/· "• --1 ..... ____ . ..... --l ...._ ...._ '--..., I -. . _J__ .,. -. s· .. ," I -·~ __J ,, -- • I . ,·• _;" I : ._ -··"'·"-. I ,© ____ __J ;- I . ( \ \ i \' EXISTING VA1-VES ML8, MU, M~ 10 & MLll PER LANDSCAPE IMPROVEMENT DRAWING SHEET 133/ DRAWING NUMBER 331·1L • .. EXISTING . SPRINKLER HEADS AND LATERAL PIPE T.0_ REMAIN NOTE: LOCATE MAINLINE IN HOA SLOPE . OUT OF RIGHT OF WAY \ EXISTING VALVES:.fl. . . .. PER LANDSCAPE IMPROVEMENT DRAWING SHEET133/ DRAWINGNUMBER 331-1L NEW SPRINKLER HEAOS AND LATER~L PIPE LAYOUT . ·, !,"'l.,,1 S. 1-i"-' "'·" Landscape Architecture • PI°anning la Jolla Centre II 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 619 550-1575 • Fax 550-1580 \ . VJLtAGE: ·, 22J 2 oJ .2~· / HvtJRAULIC GRADIENT ELEVATION AT P.O.C. STA1"1C PFlESSURE ., . (NOT A PARTI 700 FEET. 424 ELEVATION 187 PSI ! fJSTATION CONTROLLER "ML"(PERMANENT LANDSCAPE EXISTING MAINTAINED BY HOA) . CHANGE CONTROLLER FROM tl STATION MQDE;L TOA RAINMASTER ibSTATION "EVOLUTION" MODE;L ! EXISTING EQUIPMENT P~R U\NDSCAPEIMPROVEMENT DRAWINGS W:JJ • .. 1,1 .. -1""12-• _____ RECLAIMED WATEf! METERON 2" SERVICE LINE 2" AEDUCED PRESSUAE:°13ACKA.OW PREVENTER AND l"-----f'RESSURE REGULATOR ON 2" PLUMBING ,.._ ____ MAS,ER v)Lve 1-1/2" FLOW SENSOR' SET PRESSURE AT~ MATCHLINE • SEE SHT. !:?> . I I OTE: SEE DETAIL PORTION OF SYSTEM "ML" TO REMAIN VERIFY SYSTEMWITH OWNER AND/OR HIS REPRESENTATIVES TO.DETERMINE WHAT SYSTEMS ARE TO REMAIN AND BE PROTECTED. ! I ; ! SCALE • I' 1 40' 0 20 40 'ao 160 -.....,,••, .. . .. '; . . ,: . -. •·;. •·· --. •. < .. C;t ·• < . ', ',, · .. . · ... . ,z;:;~,,~;·c1,,4 APPROVED FOR PLANTING . . A)\,!B·IRRIGATIONDmY;· .. ; . ' .• . INCLUDING PRECISE .. · ·•· 1)½1 · .. ·~ ~-~~ t ' p)..~ •··· LOCATION OF PLANTING I/~ AREAS. . J{,1',:imf ,,uc e TS e-~ q"IA £ 1$'y 15r:o 6H1". NO-Yi w CITY OF CAIRLSRAID ;36 ._ PLANNING DEPARTMENT I ml I IRRIGATION Pl.AN FOR: . RANCHO CARR I LLO VILLAGE 'H' APPROVED:~ tt. ('gJ. tf-7-9!, ASSISTANT PLANNING DIRECTOR DATE 10.l .. "l< J;n OWN BY: I I PROJECT NO. I DRAWING NO. 1"1/z.3"°" oMA Ar. eu,i..=r:s DATE 1 INITIAL DATE INITIAL CHKD BY: CT-97-01 358-7L DATE INITIAL DESCRIPTION RVWO BY: REVISION OTHER APPROVAL CITY APPROVAL ENGINEER OF WORK CMWD 97-539 /usr/proJdcttJ/r _gr-p/d_l3112/3ll21s4.dgn , .. 19-AUG-l'997 13:42 \ I I EXISTING VALVES MIJ2. ML.13.&. ML.ff PER LANDSCAPE IMPROVEMENT DRAWING SHEET 133/ DRAINING NUMBER 331-11. . EX,ISTING SPRINKLER HEADS AND LATERAL · PIPE TO REMAIN .. ! / / . f I I . / I it ···-.... ···-I I f! 4z,t.1 i ' i\ I I ·'L "'117 . "T ,, .· .. i ' '''' ' EXISl'ING 3" MAINLINE 'Pi::R LAN0SCAPE IMPROVEMENT DRAWINGS -- 20 40 SCALE -I' : 411' BO 160 ., L.C.------------=-=-=-=-=-=-=-=-==-:::j . SHEET 133 / DRAWING ('ll.JM~EFI 331-IL . .. / i % ft · r. c . ,-;: ... l"'o11+r ;::,.,, .c.u~. p-e;rup,t{ w ! ··1 ,,,,, .. --~ NOTE: LOCATE MAINLINE IN HOA SLbPE OUT OF RIGHT OF WAY II) t ,f·i'I'··, ·"Ir ·ii: l'!Ol'E. l.<'<;ATI; MAIHLIHF ~l'fleN <:;Lil;e ANO ~l:Tf I..JNl'o- 4/S.7 NOTE: LOCATE MAINLINE IN HOA SLOPE OUT OF RIGHT OF WAY ------................................ -EXISTING VALVES ML1:5, MLHI, & ML17 PERtANDSCAPE IMPROVEMENT DRAWING SHEET133/ DHAWING NUMBER 331•11; .. ... . . NEW SPRINKLER HEADS AND LATERAL PIPE LAYOUT 1:,<f-, . .,, --!'i Landscape Architecture • Planning La Jolla Centre II 9255 Towne Centre Drive1 Suite 340 San Diego, CA 92121-3002 619 550-1575 • Fax 550-1580 DATE INITIAL ENGINEER OF WORK HLINE · SEE SHT. ' 1"15' I'S. e,u IL-T6 REVISION DESCRIPTION \\ ' "!O I ·, ' \ \ MATCH LINE -SEE SH"(. I~ ------ • • ~. ~ . ..------.·;;,. ML~&!. 1~ L 52. 1·~\~ Ljf e;J 1.' M,,(,,?/ IRRIGATION PLAN FOR RANCHO CARRILLO VILLAGE 'H' APPROVED: i.f-7..t:/fJ ASSISTANT PLANNING DIRECTOR DATE DA TE INITIAL DATE INITIAL DWN fr'r!_ -1 CHKD BY, __ _ PROJECT NO. CT-97-01 I DRAWING NO. .. 358-7L OTHER APPROVAL CITY APPROVAL RVWD BY: CMWD 97-539 /usr /pr·ojdata/r _ grp/d _1311? /11121s5,dgn 19-AUG-'997 13:38 \ \ \ -,;;:::: i••·····1· ' ' ' ~ .. • ML26 436.1 .ML25 . ·. -~,, .. MATCHLINE. SEE SHT. !._I ___ _ f.+:• ··~ / ··· ... r- !\',,,,., '5{..•'y,'! ~-,~ ·o i ! I o· I 20 , 4(1 f I l ML4'1 2°1· ,1' QL/.'L- I l I j VJLLAG.E: uou AJPJNJ \ I j SCALE -f11 : 40' I ! I I I 22 L .... o J 2 ;__ 1 3 . !NOT APARTJ ! ! I M= II fJ l>' •-~ "' n~ 7 ~"t; ursu0'& ~ !c:?'(( fl f / I/~ LLl u ~ ~ I = Si at7~ .. ¢,:,:L..:l .l / ,1 ~;~ Da,e % "" "%{ ,g[ j Jl! lj -, - --.......C~-~~ ~-?I' 'I Landscape Architecture • Planning La J ulla Centre 11 owne Centre Drive, Suite 340 9255 T o·ego CA 92121-3002 San 1 , 619 550-1575 • Fax 550-1580 I-' '1123--= o,\A DA TE INITIAL ENGINEER OF WORK -"'"-111-"TS REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL /0 "J.12'..£ .rJ..L DA TE INITIAL CITY APPROVAL [JTI CITY OF CA .. RLS · ' :SO PLANNING DEPARTMENT IR81GATION PLAN FOR: RANCHO ~ CARRILLO RANCHO CARRILLO VILLAGE 'H' APPROVED~ f)?(h_l t.f-7-9~ ASSISTANT PLANNING DIRECTOR DATE I PROJECT NO. OWN BY: CHKO BY,· ~ CT-97-01 RVWO BY, I DRAWING NO. 358-7L - CMWD 97-539 data/r grpld 13112/3'121s7.do:;n /usr /pre J ,9 AUG 1997 I I ... !!li \! '··~" ::, 0 l1l ~ .............. IQ > i5 .,., '"""" '""''••.,,... "' "''•···· 213=ciao= 1 b .. l1l ::, V) / / / I • /, .. .1 / / ,,, \ ' I / I ii / I I / / / / / ' / / _/ / ATCHLINE • SEE SHT. I~ : ' ' .I ,,, ' :' ' ' ' '·' J OJl:i!. i,t.sr,·············.····-mt:.QN. M~ 1 T!. ~ ... i Mlf6 ·t. OCLJTt D'~l!-7-~s-1Y A/ .i VRLVE So>c ML 16 I I / I I / / / / ' / / / I / I I ' / I I / ' / ; / I Lands / I . ' .. ./ ,;i,' i . """'1'\ u 1'11!!. t' l"l>O!'\"lbf>Cil"' ·sL.OPE. 1': "f 1/ 4\ </~ ' '' I ML4' '2.7 ! :::;; .... ·' ·/ :~/,/' ' / / /,., ..... ' H\ .'ii~ fSL{;; ,f, -·~ I ' ,. ·" 2? '¼ f) '\\ ~~ ....,, ,,., ;:«,; Lw -y = ,~ V ~)ft~ •'\:? ), /. * 1.--' J' Date /Ir '~\ l!-.<f-,.o,1 ..,, cape Architecture • Planning La Jolla Centre II owne Centre Drive, Suite 340 9255T Sa 61 n Diego, CA 92121-3002 9 550-1575 • Fax 550-1580 ---~ ... / j;/,' ,I !' ' ' / / ' I / ' ·' ' /' ' / " ' / ! / / / / APP(~f>:VED FOR PL~INO -· ,ANDlRRIOATI()tlONLY, · ,/ INCLlJbIN~}PRECJSE 1 LOCATION{)FPLANTING/ AREAS. 8·.Z.1~~ ONA A IZ.~V l'5i:--4;1 ~ "l-z.3"'11'1 O!iA .-.s t!ID 11.---rs DATE INITIAL ENGINEER OF WORK REVISION / / ' / ,· ' I,/·/ -, . HO. DESCRIPTION . ' -·. / " " ,.,,, .. ,-e•N' .,., " OATE INITIAL OTHER APPROVAL 1' I ·.· iv ...... I . ,, "• ,··'', 0., ,•·i•, : ' ' ........ " / ' ' ,'' ,., ~--"-1~0"7-"'---1r-""·. ~·····. . . ' .' . :: ·2· . . ' . ,// ,, \ilk ,, I ___ .,., ,., / /,,..,,., . ' / j ,,,, , . 'tll-•"J~ DATE \ / ML~ '2$/' 1" ~.t ,,,,,, ,, / ,,,, 222'"-0J J .... 05· (NOT A PARTl SCALE -1'140' 0 ,:ao, ·····, 40 80, ,ea 1 ! i ! i ,. .. ,,.,.--·· " " "• ... .......... ·········· J/ "Ao, ~11..1'" .. ,,.,.,,,, ' /~ / ···-~.4 • '' / _,'~,. J >-. ~_i~".':l .,, I '!>'!>1 '"'-di . ""~ ... flJ-.1,.. ~p. /J,I, w -C[TY Of C~ARLSIBAD ' .f '.:>O 4" PLANNING DEPARTMENT IRRIGATION PLAN FOR: &" -RANCHO CARR I LLO VILLAGE 'H' APPROVE~ IL Go. l1 'L-7· 'I_~ ASSISTANT PLANNING DIRECTOR DATE (,;i-"7 --·~·~·--·~··""""·"···~-DRAWING NO, INITIAL OWN BY; CHKD BY: CITY APPROVAL RVWD BY: ·71 ·-· ~~~~c; ~~~-358-7L -· CMWD 97-539 /usr-lpt-o Jdc1 hi/ r g1pld_l3112131121S6.dgn 19 .. ·A,JG-1997 t3:34 if -I -I -I r::t+t.iiiot: t><lv 11 X V ~ :$ 11,1 \hi J':2 .. (P M '--, &-- -- I \ \ I , IRRIGATION LEGEND (PRIVATE) HOMEOWNER POTABLE WATER "+rui:iJ-, ''fiALF OIJARt. 1~ ;: ii Et: No: ,.,. , ... l?\f@!:f:;; >Htt>t :um D~sciii PhONIMAiiui'AbfuRER!Moiie[NuMBER ii\ .-,,~=::i::,,:_\":,:· ,. 1;: CCN ., 'riAbi"' trstt : iioz: , ... 1'·?GPM<: !f(ip1,1' ;,•--,C:''"'. -··-·:,· ·:,:c PR,'' ,,.:.GPM , .... , .... ,,:•c:,•,,•::tl RAINBIRD PA-BS SHRUB SPRAY WI HUNTER "'HCV" ANTI-DRAIN VALVE 12' 30 12 2,01 2.60 1.30 0.65 A RAINBIRD PA-BS SHRUB SPRAY WI HUNTER "HCV" ANTI-DRAIN VALVE 20' 30 22SS 0.91 3.22 1 .61 0.81 A RAINBIRD PA-BS SHRUB SPRAY WI HUNTER "HCV" ANTI-DRAIN VAILVE 16' 30 16SLA 1.40 3.22 1 .61 0.81 A -RAIN BIRD 1806 SAM SHRUB SPRAY 12' 30 12 2.01 . 1.30 0.65 B RAINBIRD 1806 SAM STREAM SPRAY 20' 30 22SS 0.90 . 1 .61 0.81 B RAINBIRD 1806 SAM STREAM SPRAY 16' 30 16SLA 1.40 . 1 .61 0.81 B CHAMPION 200 SERIES MANUAL VALVE WI 262 ATMOSPHERIC VACUUM BREAKER Q WILKINS 500HR SERIES PRESSURE REGULATOR SPRING RANGE 75•125 PSI FACTORY SET@ 85 PSI p POTABLE WATER METER BY OWNER BALL VALVE· KING BROS. LO -TORO. MODEL (2" SIZE AND SMALLER) J ·- CAPPED MAINLINE· FUTURE RESIDENCE HOOK-UP CLASS 200 PVC LATERAL LINE CMIN.12" COVER) POTABLE PVC MAINLINE (MIN. 18" COVER} SCHEDULE 40 PVC POTABLE VALVE SIZE. MANUAL GPM MELROSE DRIVE L111rf"Cl'f ~All- H-"'"IUl-\'e. -p~ ee-~ i'l.tr OF 12.16:,1#'"--Df",WA.Y 1' 1' 'f' 1,.. ,i,2' "¾!>' f.C,, ~· '?11' ML I . . / / /9/t' 0 10 20 40 GRAPHIC SCALE IN FEET LEGEND' COMMUNITY THEME WALL COMMUNITY THEME FENCE -I - u H rr "~ i:;,erAi i.: 11 Q20 MU .ML~ 4 1'' 2..&.D 80 •••••• 11111111111111111 MLt( fO 1" f2.&0 NOTE: F. C. • Fl>Cl'-1 o-1.,.,S. fe,.¥. ~,»("I"~ ~fl!,] M,L-• 116,11-l u~~ OENTRYAREA IRRIGATION PLAN #97-039 ' IRRIGATION LEGEND -RECLAIMED W TER t><l '7 17 RAIN BIRD PA-BS SHRUB SPRAY WI HUNTER "HCV" ANTI-DRAIN VALVE 12' 30 12 2.01 2.60 1.30 0.65 A XV'V RAIN BIRD PA·8S SHRUB SPRAY WI HUNTER "HCV" ANTI-DRAIN VALVE 20' 30 22SS 0.91 3.22 1.61 0.81 A "" w. RAIN BIRD PA-BS SHRUB SPRAY WI HUNTER "HCV" ANTI-DRAIN VALVE 16' 30 16SS 1,56 1.61 0.81 A • µ11-1,12-17 1sot O>M~m ~m~ 3o --1.00 -- " )( 'i RAIN BIRO 1806-SAM SHRUB SPRAY 12' 30 12 2.01 1.30 0.65 B V (-,, RAINBIRD 1806 • SAM SHRUB SPRAY 20' 30 22SS 0.91 1.61 0.81 B 'd RAINBIRO 1806. SAM STRIP SPRAY 4'X30' 30 15SST . . . 1.24 B ,,a RAINBIRO 1806 • SAM END STRIP SPRAY 4'X15' 30 15EST . . . 0.61 B n RAINBIRD 1806 • SAM STREAM BUBBLER 30 5H-B . 1.00 -. B ..,, RAINBIRD 1806 • SAM STREAM BUBBLER 5' 30 50-B . . 0.50 . B □ RAINBIRD 1806 • SAM STREAM BUBBLER 30 5CST-B . . 0.50 . B • () 11) IZ-A I O J3 W '-A\./N f-"" •v .30 X 2.7"/-0-/'1 0.'Yt A (1)(2)(3) HUNTER PGS-ARV WI FACTORY INSTALLED NOZ. AND ANTI-DRAIN VALVE 38'-32' 30 9,7,4 0.32 4.20 2.60 1.20 C [i) fffl HUNTER PGH-ARV WI FACTORY INSTALLED NOZ.AND ANTI-DRAIN VALVE 38'-32' 30 7.4 0.32 2.60 1.20 D L_i2"--1rN=EL~SccO-"Ncc#cc764'-"-5 0=.U:;;.lccCK"-=-CO=-Uc.cP-=L=ERc..·_1c.."...cAc.cC:;;.MccE'-'TH=R=EA"'0:1.>l_-lc,:NccST'-'A'-'L"'-L-"W-"H""ERc:;E=-S:;;.H;,;:O;.;.Wc:.;N'-'I (A'-"P'-'P..:;R:.:::O-"'X.c.:1cc50,_' ,::;0-:.:::C,,_ •• 1 ---------------------1--'E'--l f--'~"--l"'R""Al'-'N=Bl"-'R-"-D-'"Pc.cE:.:::S.=.B'_·Pc.:R.,.,S-'-'B'-P'-'R;.;:E:.::S.=.SU'-'R;,;:Ec.cRccE:.:::G.=.UL:;;.A.,_,T-"-IN;,;:Gc.cR;,;:Ee,M:.:::O..:;TE=..C:::O:;;.N.,_,T..:;R.::cOL=..V.,_,A.,.,L,.,V=.E _____________ -,f-,-,._N_D_IC_A_T_E_S_"R_A_ING __ U_A..;cRD;:." _____ 1--'F---l I RAINMASTER "EVOLUTION" STAND ALONE CONTROLLER WI FLOW METER CAPABILITY PART# HS16-SDXff.!c..1H:.::S.=.DXc..·:;;.03c.:ID'--X=•R~SE~• _E_X_IS_T_IN_G _________ .-+-'O"--l 5 YEAR MANUFACTURED ASSEMBLY GUARANTEE REQUIRED FROM HYDROSCAPE PRODUCTS REQUIRED CONTACT STEVE MCCLEAN r,;, HYDROSCAPE PRODUCTS INC. TEL: 619-560-6611 EXT. 3156 r--1?1 FEBCO 825 Y REDUCED PRESSURE BACKFLOW PREVENTER • EXISTING W20 (1'!) GRISWOLD 2230 PRESSURE REGULATED MASTER VALVE WI FACTORY EPOXY FUSING COATING • EXISTING F (f) FLOW METER HALL BE DATA INDUSTRIALIR 220P /PLASTIC) MODEL • EXISTING R ~I RECLAIMED WATER METERBY C.M.W.D, • EXISTING ti] BALL VALVE· KING BROS. LO-TORO. MODEL 12'" SIZE AND SMALLER) KING BROS. BLOCKED TRUE UNION BALL VALVE!2•112"' ANO LARGER\ H&I ~=== == ~ CLASS 200 PVC LATERAL LINE !MIN.12"' COVER\ "PACIFIC CAL'", "WATER WARN"" OR EQUAL NON-POTABLE PIPE /"" ·-~ CoJ.012_\ ---PVC MAINLINE (MIN. 18" COVER! SCHEDULE 40 PVC FOR 1-112" DIAMETER AND SMALLER AND CLASS 315 FOR 2" DIAMETER AND LARGER FOR 3" • 6"' IN DIAMETER PIPE !MIN. 24" COVERl "PACIFIC CAL". "WATER WARN" OR EQUALPRESSURE PIPE (PLJS2.FJ..e C.OL.c,f<.) -= =-PVC SLEEVES ( 2 TIMES DIAMETER OF THE PIPE ENCLOSED) FOR SLEEVING INSTALL AS FOLLOW: UNDER VEHICLE PAVING, USE SCH. 80 !ILEEVES Wl36" COVER FOR MAINS, LATERALS & WIRING UNDER PEDESTRIAN PAVING, USE SCH, 40 SLEEVES Wl18" COVER FOR MAINS 4'-1-1-1 P.11-1.S, UNDER PEDESTRIAN PAVING, USE SCH. 40 SLEEVES WI 12"" COVER FOR LATERALS CONTROLLER WIRES LOCATED UNDER STREETS OR OTHER PERMANENT IMPROVEMENT SHALL BE INSTALLED IN SEPARATE SCHEDULE 80 PVC SLEEVE J J&K L _,, STATION NUMBER ----~ :--"\rG_P_M-------------------------------------------------+---l L --...:::::::1-__ VALVE SIZE• AUTOMATIC VALVE V' "AS p3UIL T" APPROVED FOR PLANTING ,@,, + AND IRRIGATION ONLY, INCLUDING PRECISE ,) ATE RLA (~"7 EXP. "' ~l-"" LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE o-7-"8 0 NA A\ t ··~· I I "inN. " (if.~,~~ CITY OF CARLSBAD S;?.'/-'11 C -IA 12. ~l:c-VI$ Silt. t 0-.ii. f-,,1 ~ Ii;> -<.30 Pl.ANNING DEPARTll:NT ) EXP. DATE t·'J(-ft Lan.._~ ArellllMbtN • Plan•tn■ ... , .... c.,t,. JI 8166 Towne C.nlN Drlu. hit• 840 Sen Dleao, CA ftlll·IOOe llf.660,J6'71 • hx MO.IMO '1-23-"t'\ "°'HA -DATE INITIAL ENGINEER OF WORK ' au11--rs //). t. . '1".f / ,;n DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IRRIGATION LEGEND FOR: CARRILLO a:{ RANCHO. VILLAGE 'H' APPROVECh~~ /}XQ,,,I.,_ 'i-Z~9!5 ASSISTANT PLANNING DIRECTOR DATE OWN BY: I I PROJECT NO, DRAWING NO. CHKD BY: CT-97-01 358-7L RVWD BY: CMWD 97-539 V.I.T. PRODUCT 920 SOUTH NIIDREASEN DRIVE, •106 ESCONDIDO, CALIFORNIA (619) 480-0709 SHRUB HEAD ANTI-DRAIN VAL VE OR CHECK VALVE PVC SCH. 80 RISER !LENGTH AS REOUIREOl ST Al'ILESS STEEL v.1. T. SPRINKLER TIE W/ PROTECTIVE VINYL TUBING <2 [A.I REOUIREO. F'l'IISH GRADE 2-MARLEX 90 STREET ELL PVC LATERAL PIPE PVC SCH 40 TEE OR ELL ® SHRUB HEAD ON RISER A i--------NO SCALE FINISH GRADE -~ SCH.40 PVC FITTING -""' 12" POP-UP SPRAY HEAD W/ FACTORY INSTALLED Cl-ECK VAL VE ..,.__ ~• INLET <TYP,1 ~------SCHEDULE 80 PVC NIPPLE 6' MIN, NON-PRESSURE LATERAL SEE LEGEND FOR DEPTH AND TYPE OF PIPE '0" 12" POP-UP GEAR DRIVEN HEAD ON SLOPE 1: t-------------------------------... ~ NO SCALE 6-5-96 SIDEWALK OR CURB--.... NOTE1 SPRINKLER HEADS WITHOUT FACTOR~ INSTALLED ANTI-DRAIN VALVE SHAL~ INCORPORATE AN EXTERNAL FLOW SHUT-OFF VALVE AS A PART OF THE SPRINKLER ASSEMBLY. SCHEDULE 80 PVC---. NIPPLE 6' MIN, PVC TEE 2' MIN, ..---FINISH GRADE t---6" POP-UP SPRAY HEAD W/ FACTORY INSTALLED CHECK VALVE _, S -H ARLJ!.X. "'°• SW!Ni':i .JO!Nn!o r--PVC LATERAL LINE ® 6" POP-UP B 1--------NO SCALE "FROM EDGE F S, WALKS, ETC. QUICK COUPLER VAL VE RED BRAS L80W GEAR DRIVEN SHRUB ROTO CHECt< VALVE OR COl,flLER USE FACT ORY INST Al.LED CHECK VALVE IN HEAD F AVAILABLE.---, f•" SCH. 1!10 PVC RISER 2· MARLEX 9<1' STREET ELLS--. SCH,40 PVC TEE OR ELL,----..( f'INSH GRADE ,2 .. ,,----TWO STAINLESS STEEL HOSE CLAMPS W/ PROTECTIVE VINYL TUBING 1 ,f ~ J t,;; ..., ,---WALK/CURB BOTTOM OF SLOPE NOTE• ALL LATERAL LINES ANO FITTINGS SHALL BE 'ALERTLINE' OR EQUAL © GEAR DRIVEN ROTOR C I-----------NO SCALE WATER PROOF CONNECTION (1 OF 21 l PVC MAINLINE P LENGTH L ® REMOTE CONTROL VALVE F 1--------NO SCALE 96-036 "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE DATE LandllCl■pe ArohllN\UN • PlannlDI RLA EXP. La ~Olla C■nlra II LOCATION OF PLANTING REVIEWED BY: I 1166 Towne C.nlre Drive, Sulle 140 AREAS ... ' San Dlef.i CA H121 ·IIOOI 118.660.111 Ii • F'■• 660,IIIIIO INSPECTOR DATE 8-er--n ONA. "" "l!?-Vl""P--5ffi. NO. )l 71,o.,.,, Jf:i-[j[] CITY OF CARLSBAD S"CCTC CR PLANNING DEPARTMENT ~50; -· IRRIGATIDN DETAILS FOR: RANCHO CARRILLO VILLAGE , H' APPROVED CAM-,, [},G,, 4. 'I· 7-18 ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT NO, DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL REVISION DESCRIPTION CHKO BY: CT-97-01 358-7L ENG !NEER OF WORK OTHER APPROVAL CITY APPROVAL RVWO BY: CMWD 9 -539 / • z -2 • ... • z -2 • ... - WEATHERPROOF, LOCKABLE STAINLESS STEEL CONTROLLER ENCLOSURE AUTOMATI CONTROLLER SEE PLANS & LEGEND FOR MANUFACT, MODEL# AND SIZE. ON-OFF POWER SWITCH FOR CONTROLLER 110V GROUNDED OUTLET TERMINAL STRIPS FINISH GRADE MOUNTING FLANGE W/BOLTS TO BE SET IN CONC, PAD W/ MIN, THICKNESS 6• LOW VOLTAGE CONTROL WIRES IN 3n DIA, PVC SCH, 40 PVC SWEEP ELL 1n PVC SCH 40 CONDUIT, SWE P LL & FITTINGS TO POWER SUPPLY ,,. DIA, X 54" COPPER GROUNDING R , CONNECT TO 110V OUTLET W/ #14 COPPER DIRECT BURIAL WIRE © CONTROLLER G i-----------N O SCALE 2"·0" TOP Of' PERM. f'INSH GRADE WHEN SHOWN AT TOP ON PLAN, SPRH<LER HE AD PERPENDICULAR TO SLOPE <TYPICAL> MAINLINE PPE AT TOP OR I.IDOL E OF' SL OPE AS SHOWN ON PLANS f'INISH GRADE 'PERM. f'INISH GRADE TEMPORARY BERM 1.ATERAL PPE MAINLINE PPE SEE LEGEND f'OR OE'.PTH OF LATERAL ANO MAINLINE PPE .... 6" PPE CLEARANCE BACKFILL SEE SPECf'ICATIONS , J ~,__L~A-::-:-TE---:R'.'"""A_L_A_N_D_M_A_IN_L_IN_E_P_IP_E_L O_C_A_T_I_O_N _____ _ ,.. • NO SCALE 6-6-96 EDGE OF' f'IXEO IMPROVEMENT 1 '' I f'OR BALL VALVES 2·1/2" • LARGER USE RECTANGULAR THERMOPLASTIC VALVE BOX VAL VE BOX WITH PURPLE LID f'INISH GRADE/TOP OF' MULCH BALL VALVE W/ UNION PVC PIPE E XTEN. SIZE AS REQUIRED TYPICAL PVC SCH 80 NIPPLE· 6" PVC SCH 40 COUPLING BRICK 11 Of' 4 > PVC MAINLINE PPE MINIMUM 2 CU. F' T. OF f4'' WASHED GRAVEL ® BALL VAL VE AND UNION H-------NO SCALE IIENDS CROSS ... ...... ff-H•l/2- • B • • A • , .. •• •• •• 6" 2· e· •• 10 •• ,. ,. •• •• 12 12 ,. 10 s• •• 10 16 14 10 12 •• 10 12 20 16 12 ,. ,. 11 ®THRUST K NO SCALE BLOCKS ~-~~ "-U.,.:-'4-6."l I T[[ rt IIIN, ~D CAPS -.... -A • C 0 A B 6" 6" •• 14 6' •• •• •• 10 20 , . ,. •• 12 12 27 , . 10 11 1 ◄ 1 ◄ ,. 11 12 1 ◄ 16 16 41 ,. " 317/96 I 9.-~'18 N..111. DATE INITIAL ENGINEER OF WORK ' PVC PRESSURE PIPE TO VALVES PVC SCH 80 UNON VAL VE BOX WITH COVER BALL VALVE FNSH GRAOC/TOP OF llJLCH PVC SCH 80 NIPPLE <CLOSE> PVC SCH 40 ELL PVC SCH 80 NIPPLE (LENGTH AS REOIEEDl " MINUJM DEPTH OF 4'' WASHED GRAVEL BRICK U OF 41 PVC MAINL It,( PIPE I r----------CD BALL VAL VE NO SCALE s11St96 Lan-pe Arehlleel11re • Plannln1 La loll a Can lre II 1266 Towne Cenl,e Drfve1 Suitle 840 San Dl•ri• CA HIii ·8001 119.660.16 6 • Fax 660.1680 NOTES:. I . Tl-0£ SHOU. EE NO FITThGS (fl c:o«:CTICffl 10 01>£R FtaJllES BE1WEEN T>£ ~ 1W) Bl'O'flDII ASSEMlltY. ft 2. i3ICKFl.CW ~ MAY r<JT EE l=uD N R.8.X OOfT·Of·WA> 3. CCt6TRU:T 2' HIGH ff:"'1Nll'G WAU.. CN 3 SlX$ Of lWJ<FWN PA€VENTER \',tCN '1S'V'ti£D Cf-I I 4'1 Cf! Gf£AT£R SW'E. CF01 E10 1 SHAU. f£ AT ~HU. SIOE Of Sl.a'E. PfO,U 2 HC>l1Zl;'NT"'- ctEARAN:E EETWEEN Y<lll. A/'O 8tO<F1DW PRfVENTER. 4. 00 r-«JT IN$TtU_ IN~ SU8JECT TO FLCO'.llNG. 3 4 12"MJN. 36"MAX. I IN CARLSBAD MUNICIPAL WATER DISTRICT ,_. oot 2 INCH AND UNDER 5 1¥J. 1----.--.1--BACKFLDW INSTALLATION W20 AUGUST 1"3 "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE RLA EXP. LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR 96-039 DATE DATE .0. ~Yl"J:": s-tf. 1-J~. u..-:;zJi!l, LP, urJ CITY OF CARLSBAD . 7 PLANNING DEPARTMENT 1400. • • IRRIGATION DETAILS FOR: ··-zg RANCHO CARRILLO VILLAGE 'H' - APPROVE<?Jud - O,Co,,,l. 't-1-,e ASSISTANT PLANNING DIRECTOR DATE DWN BY: PROJECT NO, DATE INITIAL DATE INITIAL DRAWING NO, REVISION DESCRIPTION CHKO BY: CT-97-01 358-7l OTHER APPROVAL CITY APPROVAL RVWO BY: CMWD 97-539 \ I . / SLEEVE CHART FOR IRRIGATION PIPE ANO WIRES PIPE SCHEDULE 40 PVC CONTROLLER SCHEDULE 40 PVC SLEEVE SIZE WIRES SLEEVE SIZE J'4" 2" 1·18 2" I " 2" 19-24 2·'/z" 1·1/4" 2·'/z" 25·36 3" l·'/2" 3" 37·48 4" 2" 4" 49-72 6" 2·'/z" 6" 3" 6" 4" 6" NOTEI SLEEVE CHART IS f'OR THE CONVENIENCE TO THE CONTRACTOR. CONTRACTOR SHALL PROVIOE AOEOUATE PIPE SLEEVE SIZE TO ACCOIAIOOATE THE INSTALLATION Of' THE ARIGATION PIPE ANO WIRES 'L ~ SLEEVE CHART FOR IRRIGATION PIPE 8' WIRES '" ,, NO SCALE FACTORY NION SCH, 80 PVC NIPPL SCH,40 PVC FEMALE ADAPTOR 4X8 BRICK (1 OF 41 P ------® PRESSURE REGULATOR NO SCALE rSTREET SURF'ACE lo POT Al!ILE MAINLINE ;:,, <SEE IMPROVEMENT DRAWINGS! 12" MINIWM REQUIRED VERTICAL SEPARATION .__~ SLEEVE RECLAIMED WATER IRRIGATION MAINLINE --Y NOTE• ALL RECLMAED WATER IRRIGATION PIPE ANO SLEEVES SHALL BE PURPLE ANO LABELED AS SPECIFIED IN• 'ST ANOARO SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS' 'CARLSBAD RECLAMATION RULES ANO REGULATIONS F'OR CONSTRUCTION OF RECLAIMED WATER MAINS', OCTOBER 1993 TO IRRIGATION SYSTEM 1" SCHEDULE 40 PVC MAINLINE UNLESS NOTED OTHERWISE L-. r• PRESSURE REGULATOR SET AT 75 PSI TYPICAL SEE DETAIL 'E' I" BALL VAL VE SEE DETAIL 'D' I·'/•" CAPPED MAINL IN[ f'OR RESDENCE J'4" POT ABALE WATER METER BY OTHERS EQUIPMENT ARRANGEMENT FOR NOTEI 24" 10' MINIMUM TO POTABLE MAINLINE IN STREET CURB & GUTTER SIDIEWALK METER BOX W/METER POTABLE SERVICE LINE 12" MINIMUM 0 RECLAIMED WATER i------'il~RR"'l;;;G~A T,.::;l;;.0;;-;-N";M.,.;A7'1 N"'L'l-;:,..-N W/SLEEVE VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE, INSTALLATION OF RECLAIMED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE STREET, ®POT ABLE MAINLINE CROSSING IV I NO SCALE @ P.O.C. AT RESIDENTIAL LOTS NO SCALE @ POTABLE SERVICE LINE CROSSING NO SCALE PVC SCH.SO NIPPLE PVC SCH. 4 ELBOW SCH.40 PVC MALE M>APTOR PVC LATERAL PVC SCH. 40 ELL. PVC SCH. 80 NIPPLE ATMOSPHERIC VACCUM BREAKER tlST ALL 6" ABOVE TOP Of HICHST SPRINKLER HEM> CUT HOLE tl PVC PPE ANO T( GAL V. WIRE TO SLEEVE 4" DIAMETER PVC SLEEVE MANUAL CONTROL VAL VE FINISH GRM>E 4" MIN. :3: SCH. 40 PVC MALE .._ ~/ M>APTOR. r I PVC MAINLINE Q MANUAL CONTROL VAL VE W/ ATMOSPHERIC BACKFLOW PREVENTER NO SCALE 8/15/96 r .. JUMBO PLASTIC VALVE BOX WITH 2"·6" EXTEN. ANO LOCKING PURPLE LID WATERPROOF' CONNECTIONS MAIN LINI-- REDUCING COUPLING AT DIST. EQUAL TO 10X PIPE DIA. f'ROM FLOW SENSOR TWO <21 CONDUCTOR SHIELOEO CABLE CONNECT, TO TRANSMITTER ~ I I ~-1" Ill T~F AREAS 2" IN SHRUB AREAS FINISH GRADE ®FLOW R NO SCALE SENSOR 7-24-96 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE RLA "AS BU IL T II EXP, A L•n-pe Arohlleolure • Plannln1 LOCATION OF PLANTING La lolla Cenlre II REVIEWED BY: 11!&11 Towne Cenlre Drl••• Sulla 840 AREAS San DI~ CA lleUll·IIOft ' 8111,660.J II • Fax 660,1111111 INSPECTOR 96-039 DATE DATE ,.~ONA ,g. '1$1:': .,..., , . No. SHEET o-,~~ CITY OF CARLSBAD SHi-i-_ • ., 18 PLANNING DEPARTMENT 1,-J ..)0 IRRIGATION DETAILS FOR: M RANCHO CARRILLO VILLAGE 'HI . APPROVE~ (p C,JJ4_ ~-7• tJ.~ ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT ND, DRAWING NO. DATE DATE INITIAL DATE INITIAL INITIAL CHKD BYt· ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL C !TY APPROVAL RVWD BY: CT-97-01 358-7L CMWD 97-539 \ I SECTION 02441 IBBIGATION SYSTEM PART 1 • GENERAL 1 .1 GENERAL CONDITIONS: THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARE AN ADDED 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 OBTAIN 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 AND 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 1.3 1. 4 . 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'S RECOMMENDED METHODS OF INSTALLATION, THE CITY OF .cA.BJ.S.E!AIL.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 AND 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. SUBMITTALS: . 1 SUBMIT COMPLETE MATERIAL LIST PRIOR TO PERFORMING ANY WORK. SUBMIT CATALOG DATA AND FULL DESCRIPTIVE LITERATURE WHENEVER THE USE OF ITEMS DIFFERENT THAN THOSE SPECIFIED IS REQUESTED. SUBMIT NOTARIZED CERTIFICATES BY PLASTIC PIPE AND FITTING MANUFACTURERS INDICATING THAT MATERIAL COMPLIES WITH SPECIFICATIONS, UNLESS MATERIAL HAS BEEN PREVIOUSLY APPROVED. . 2 SUBMIT MATERIAL LIST USING THE FOLLOWING LAYOUT (DOUBLE SPACED BETWEEN EACH ITEM) ITEM, DESCRIPTION 1 , PRESSURE MAINLINE 2. SHRUB HEAD 3. ETC. MANUFACTURER WATER WARN RAINBIRD ETC. MODEL NO, SCH. 40 1B06·12F ETC. , 3 EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT OR CITY INSPECTOR MAY BE REJECTED AND 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 SUBSTITUTED ITEMS. IF SUBSTITUTION UNSATISFACTORY, REPLACE IT WITH ORIGINALLY NO COST TO THE OWNER/DEVELOPMENT, GUARANTEE: PERFORMANCE OF PROVES TO BE SPECIFIED ITEM, AT , 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/DEVELOPMENT FOR A PERIOD OF ONE YEARS FROM THE DATE OF ACCEPTANCE BY THE OWNER/DEVELOPMENT, , 2 THE GUARANTEE FORM SHALL BE RE•TYPEO ONTO THE CONTRACTOR'S LETTERHEAD ANO 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 COMPLETED IN ACCORDANCE WITH THE DRAWINGS ANO 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 REPLACE ANY DAMAGE RES UL TING 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 DETERMINED BY THE OWNER/DEVELOPMENT, 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: _____________________ _ 1. 5 1 .5 .1 1. 6 1. 6 .1 1.6. 2 1. 6.3 1.6.4 1.6. 5 1.6.6 1. 7 1. 7 .1 I TELEPHONE: SIGNATURE AND DATE:, ___ ·--------------- OBSERVATION: INSPECTION SCHEDULE .1 IN ALL CASES WHERE OBSERVATION OF TlilE SPRINKLER SYSTEM WORK IS REQUIRED AND/OR 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, SPRINKL'ER HEADS AND PIPING• 32 HOURS 0. 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 • 4B HOURS I. NOTIFY THE CITY OF CARLSBAD 24 HOURS IN ADVANCE OF BEGINNING OF WORK. (43B-1161, EXT. 422 0 J. NOTIFY THE CITY OF CARLSBAD 24 HOURS IN ADVANCE OF BEGINNING CONSTRUCTION. (43B-1161, EXT. 4221) • 2 WHEN INSPECTIONS HAVE BEEN CONDUCTED BY OTHER THAN THE LANDSCAPE ARCHITECT OR THE LANDSCAPE COORDINATOR, SHOW EVllli=NCE OF WHEN AND BY WHOM THESE INSPECTIONS WERE MADE. . 3 NO INSPECTION WILL COMMENCE WITHOUT AS-BUil T 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 PAID. THE CITY WILL REQUIRE AS-BUILT DRAWINGS TO BE APPROVED PRIOR TO BACKFILLING MAINLINE TRENCH. TESTING: GENERAL • 1 FURNISH ALL NECESSARY TESTING EOUIPMENt ANO PERSONNEL TO MEET TESTING REQUIREMENT . 2 CORRECT ALL DEFECT AND RETEST UNTIL ACCEPTANC'E BY OWNER AND CITY. TESTS .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 ASSEMBLIES. • 5 ALL PIPING UNDER PAVED AREAS SHALL BE TESTED UNDEF1 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 SPRAY 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) SO THAT THE MOST REMOTE SPRINKLER HEADS OPERATE AT THE PRESSURE RECOMMENDED BY SPRINKLER MANUFACTURER. COVERAGE 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 THF r.ONTRAr.TnR ni:: HIC:: Al'=C::Df'ltJC::IAII ITV nJ: WAl!)C,J\"-ITV MINOR ADJUSTMENTS . 1 MINOR ADJUSTMENTS (LEVELING AND CLEANINiJ 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. RECORD DRAWINGS: 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. #97-039 . 3 RECORD ACCURATELY ON ONE SET OF BLACK 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 AND 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 REFERENCE (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 IS SIZE. . 6 UPON COMPLETION OF EACH INCREMENT OF WORK, ALL REQUIRED INFORMATION AND 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 AND ALL SLEEVES (DIMENSION MAXIMUM 10 FEET ALONG ROUTING AND ALL DIRECTIONAL CHANGES.) C. GATE VALVES. D. 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 COMPLETE SET OF '"AS-BUil T"' MYLARS TO THE CITY OF CARLSBAD UPON COMPLETION OF CONSTRUCTION. ONA WILL BE REQUIRED TO TRANSFER ALL AS- BUILT INFORMATION TO MYLARS. AS-BUil TS SHALL BE ON CITY ORIGINAL MYLARS. 1. 7. 2 CONTROLLER CHART . 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 SIZE CONTROLLER DOOR WILL ALLOW, FOR EACH CONTROLLER SUPPLIED, SHOWING THE AREA COVERED BY THAT AUTOMATIC CONTROLLER AND A CORRESPONDING LEGEND OF THE EQUIPMENT INSTALLED. . 3 THE CHART SHALL BE A REDUCTION OF THE ACTUAL AS-BUil T SYSTEM DRAWING. IF THE 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 ANO 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. . B CHARTS SHALL BE COMPLETED AND APPROVED PRIOR TO FINAL INSPECTION OF THE IRRIGATION SYSTEM . 1. 7. 3. OPERATION AND MAINTENANCE MANUALS .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 INCLUDE THE FOLLOWING: A. INDEX SHEET STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER. B. DURATION OF GUARANTEE PERIOD C. LIST OF EQUIPMENT WITH NAMES AND ADDRESSES OF MANUFACTURER'S LOCAL REPRESENTATIVE. D. COMPLETE OPERATING 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. 1. 7. 4 CHECK UST . 1 COMPLETE 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) 0. AS-BUILT DRAWINGS COMPLETED (RECEIVED BY AND DATE) E. CONTROLLER CHART COMPLETED (RECEIVED BY ANO DATE) F. MATERIALS FURNISHED (RECEIVED BY AND DATE) G. OPERATION AND MAINTENANCE l'I.ANUALS FURNISHED (RECEIVED BY AND DATE> H. SYSTEM AND EQUIPMENT OPERATION INSTRUCTIONS (RECEIVED BY AND DATE) I. MANUFACTURER WARRANTEES (RECEIVED BY AND DATE) J. WRITTEN GUARANTEE BY CONTRACTOR (RECEIVED BY AND DATE> • 2 FORWARD SIGNED AND DATED CHECKLIST TO LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR BEFORE FINAL ACCEPTANCE OF PROJECT. 1.8 GENERAL BEOUIREMENJS; 1.B.1 CODE REQUIREMENTS SHALL BE THOSE OF STATE AND MUNICIPAL AGENCIES AND REGULATIONS LOCALLY GOVERNING, THIS WORK, PROVIDING THAT ANY REQUIREMENTS OF THE DIRAWINGS AND SPECIFICATIONS, NOT CONFLICTING THEREWITH BUT EXCEEDING THE CODE REQUIREMENTS SHALL GOVERN, UNLESS WRITTEN ,PERMISSION TO THE CONTRARY IS GRANTED BY THE AGENCY. 1.8.2 EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AMD WORKING IN THE AREA DUE TO EXISTING UTILITIES. CONTRACTIOR SHALL BE RESPONSIBLE FOR DAMAGES CAUSED BY HIS OPERATIONS. 1.8.3 CONNECTIONS SHALL BE MADE AT APPROXIMATELY TIHE 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 AMD 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 (81 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 AND PROVIDE ALL FLANGES, ADAPTERS OR OTHER NECESSARY FITTINGS FOR CONNECTION. 1.8.9 PERMISSION TO SHUT OFF ANY EXISTING IN-USE WATER LINES MUST BE OBTAINED 4B HOURS IN ADVANCE, IN WRITING FROM THE OWNER/DEVELOPMENT. THE CONTRACTOR SHALL RECEIVE INSTRUCTIONS FROM THE OWNER/DEVELOPMENT, 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 THE PLAN AND NOT IN THE SPECIFICATIONS, OR IN THE SPECIFICATION S AND NOT ON THE PLANS, IT SHALL BE CONSIDERED IN BOTH. WHEN CONFLICTS ARISE, THE HIGHEST STANDARDS WILL PREVAIL. 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 SERVICE 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 HIE 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 WATER MANAGEMENT COMPANY APPROVED BY THE IRRIGATION DESIGNER TO PROVIDE SUPPORT SERVICES FOR THE FOLLOWING IRRIGATION EQUIPMENT: EXCESS FLOW SENSING AUTO-RAIN SHUT OFF AND CALIBRATING SENSORS FOR EXCESS FLOW . INSPECT AND TEST CONTROLLERS AND GROUND FAULT. PROVIDE TECHNICAL SUPPORT ON THE JOB SITE AS REQUESTED BY CONTRACTOR FOR CONTROLLERS, EXCESS FLOW SENSING AND AUTO· RAIN SHUT OFF SENSING SYSTEMS • TRAINING IN OPERATION OF ALL EQUIPMENT, CONTROLLERS FIVE YEAR LIMITED FIELD SERVICE WARRANTY FOR AGAINST ORIGINAL DEFECTS IN MATERIALS AND WORKMANSHIP. WARRANTY SHALL BE PROVIDED IN WRITING. AVAILABLE THROUGH HYDROSCAPE PRODUCTS • STEVE MCCLEAN (619) 560-1600. PART 2 • PRODUCTS 2 .1 MATERIALS: ALL MATERIALS AND EQUIPMENT USED IN SPRINKLER IRRIGATION WORK SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS AND OF QUALITY AND PERFORMANCE AS SPECIFIED. 2.1.1 PIPING: PIPE SIZES SHOWN ARE NOMINAL INSIDE DIAMETER UNLESS OTHERWISE NOTED. . 1 POLYVINYL CHLORIDE PIPE (POTABLE!; ALL PVC MATERIAL SHALL CONFORM TO ASTM D1764, CELL CLASS 12454B. A. PVC PLASTIC PRESSURE LINES: FOR PIPING UPSTREAM OF MANUAL CONTROL VALVES SHALL BE PVC 1120, CLASS 315 (SOR 13.5) CONFORMING TO ASTM D2241 OR SCHEDULE 40, CONFORMING TO ASTM D17B5 . B. PVC PLASTIC NON-PRESSURE LINES: FOR PIPING DOWNSTREAM OF REMOTE CONTROL VALVES, SHALL l!E PVC 1120, CLASS 200 (SOR 21), CONFORMING TO ASTM 02241. "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS RLA, _____ EXP, ___ _ REVIEWED BY: DATE IT' i .::JN~0 =-======t==r===il'""'~-b!M~'C&..rr ~ CITY OF CARLSBAD L.!i__J PLAIIIING DEPARTl€NT INSPECTOR DATE - - Lanclltoa~ ArcthllNlllre • Plennlna IA Ion■ C.nl" II ltlO Towne C.nlre DrlH, S1111le MG Son Dl•ao, CA Nlll·- 81t.660Jl'tl • hx MO.IMO DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION IRRIGATION SPECIFICATIONS FOR: /J;{. RANCHO CARRILLO VILLAGE 'H' APPROVED r;J. ,,.,.t ASSISTANT PL~NG~R@+OR DWN BY• 1-=Dc::A 1:..,E:_JLIN..clc.:.T.:..I A..:L+.:..DA_T.::.E_.__I N_I_T I_AL-f CHKD BY: ----I OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT ND. CT-97-01 DRAWING NO. 358-7L CMWD 97-539 / • 2 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 SANITATION FOUNDATION (NSF) RATING. POLYVINYL CHLORIDE PIPE(" COLORED COPED PURPLE"l FOR NON- POTABLE WATER: PVC PLASTIC PRESSURE LINES: FOR PIPING UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS. ALL THREE [3) INCH AND SMALLER SHALL BE PURPLE COLORED PVC MEETING ASTM-1784, TYPE I, GRADE PVC-1120, CELL CLASS1254B. PIPE, ASTM 2241 FOR SDR CLASS PIPE, ASTM 2672 FOR "ALERTLINE'" OR EQUAL. PRESSURE MAINLINE: 1-112" AND 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. • 3 BRASS PIPE SHALL BE !PS STANDARD WEIGHT 125 POUNDS, 85% RED BRASS. 2.1 .2 2 .1. 3 2 .1.4 FITTINGS AND CONNECTIONS: . 1 POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS: TYPE II, 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 D2464 AND D2466. • 2 BRASS PIPE FITTINGS AND CONNECTIONS: STANDARD 125 POUND CLASS 85% RED BRASS FITTINGS AND CONNECTIONS. 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. FITUNGS: . 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 (3) INCHES AND SMALLER SHALL BE SCHEDULE 40 • 3 ALL TEES FDR THE INSTALLATION OF SWING JOINTS WILL BE INSTALLED WITH DURA, LASCO TEE OR EQUAL. 2.1.5 AUTOMATIC CONTROL 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, 4164 INCH NEOPRENE JACKET, STYLE BR (DIRECT BURIAL ) OR EQUAL . 2.1. 8 MONITORING DEVICES .1 ALL MONITORING DEVICES SUCH AS FLOW AND PRESSURE MEASUREMENTS, SHALL BE AS SHOWN ON DRAWINGS. 2. 1. 7 120 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 .1.8 AUTOMAUC 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 HYDROSCAPE PRODUCTS INC. 5805 KEARNY VILLA RD. SAN DIEGO, CALIFORNIA (619)560-1600 • 3 AUTOMATIC CONTROLLERS SHALL BE OF THE TYPE AND MANUFACTURERS SHOWN ON THE DRAWINGS OR APPROVED EQUAL AND INSTALLED PER MANUFACTURES RECOMMENDATIONS ANO DETAIL DRAWINGS . 4 ALL CONTROLLERS SHALL BE GROUNDED BY COPPER CLAD GROUNDING ROD AND GENERAL ELECTRIC LIGHTNING ARRESTOR # 9L15DCB002 (50 OHMS RESISTANCE REQUIRED) 2 .1.9 REMOTE CONTROL VALVES, ELECTRICAL .1 THE ELECTRIC REMOTE CONTROL VALVES(PRESSURE REGULATINGI SHALL BE OF THE STYLE AND MANUFACTURES SHOWN ON THE DRAWINGS, OR APPROVED EQUAL, AND INSTALLED PER DETAILED DRAWINGS ANO MANUFACTURER'S RECOMMENDATION. • 2 VALVES SHALL BE INSTALLED A MINIMUM OF 6" FROM ALL FIXED OBJECTS AND 12" APART FROM EACH OTHER. 2 .1.1 O MASTER VALVE • 1 SHALL BE OF THE STYLE AND MANUFACTURES SHOWN ON THE DRAWINGS, OR APPROVED EQUAL, AND INSTALLED PER DETAILS DRAWINGS AND MANUFACTURER'S RECOMMENDATIONS. 2.1.11 VALVE BOX; .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 CuVERS) OTHER BOXES SUCH AS PULL BOXES, ETC. SHALL BE MARKED ACCORDINGLY. VALVE BOXES SHALL BE PURPLE IN COLOR. I ' 2. 1 .12 SPRINKLER HEAD; .1 SPRINKLER HEADS SHALL BE AS REQUIRED 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. 1.13 OUICK 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 AND HOSES ELLS SHALL BE OF THE SAME MANUFACTURER AS THE COUPLING VALVE. . 3 SHALL BE 1" SIZE AS MANUFACTURED BY NELSON SPRINKLERS CO. 2 .1.14 BALL VALVES: .1 BALL VALVE TWO (2") INCH SIZE AND SMALLER SHALL MEET ASTM STANDARDS WITH SEALS WHICH ARE SELF ADJUSTING TO COMPENSATE WEAR. BALL VALVES SHALL HAVE MOLDED MICRO· FINISH BALL WITH LOW TORQUE REQUIREMENTS TO OPERATE UNIT MANUALLY. BALL VALVE SHALL HAVE A PATENTED FEATURE "PRE- LOADED" STEM SEAL AND IMPACT RESISTANT HANDLES. , 2 BALL VALVES (2-1/2) INCH SIZE TO (4) INCH SIZE SHALL HAVE DOUBLE U'IION WITH ONE END BLOCKED WHICH PREVENTS BALL FROM BEING BLOWN OUT UNDER PRESSURE. BALL SEATS ARE TEFLON TO INSURE EASE OF OPERATION. END CONNECTOR CARRIER AND STEM "O' RING ARE EPDM OR VITON . 2.1.15 MANUAL CONTROL VAL.YE.; .1 MANUAL CONTROL VALVE 314" AND 1" SIZE SHALL BE MADE OF HEAVY-DUTY BRASS WITH A WHEEL HANDLE AND RATED TO 150 PSI. 2.1.16 ATMOSPHERIC VACUUM BREAKER: .1 ATMOSPHERIC VACUUM BREAKER 3/4" AND 1" SIZE SHALL BE MADE OF HEAVY-DUTY BRASS CONSTRUCTION PREVENTING BACKFLOW OF WATER INTO FRESH WATER LINES. OPERATING PRESSURE OF 15 TO 150 PSI AND SHALL BE MANUFACTURED BY THE SAME MANUAL CONTROL VALVE LISTED ABOVE. 2. 1 .17 BACKFLOW PREVENTER: UNIT SHALL BE AS SHOWN ON PLANS OR EQUAL, AS APPROVED BY ARCHITECT AND CARLSBAD MUNICIPAL WATER DISTRICT . 2.1.18 CONCRETE FOOTINGS SHALL BE 2,000 PSI CONCRETE AT 28 DAYS. 2 .1 .19 BACKFILL SHALL BE CLEAN FILL SOIL WITH NO ROCKS OR CLOD 112" OR LARGER. 2.1.20 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 (CAUTIONI TAPE SHALL BE MANUFACTURED BY THOR ENTERPRISE, INC., P.O. BOX 450 SUN PRAIRIE, WISCONSIN, 53590, (PHONE: (608) 837-7197) 2.1. 21 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. 2 2 WARNING TAGS~ ALL RECLAIMED WATER SPRINKLER CONTROLS VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. SEE COVER SHEET FOR ADDITIONAL REQUIREMENTS . 2.1.23 CONTRACTOR SHALL PROVIDE TO THE OWNER: .1 THREE (3) CONTROL VALVE KEYS. . 2 FOUR (4) WRENCHES FOR REMOVING EACH DIFFERENT TYPE OF SPRINKLER HEAD. , 3 TWO (2) 48" TEE WRENCHES FOR OPERATING BALL VALVES . . 4 FIVE (5 EA.) QUICK COUPLER KEYS AND FIVE (5 EA.) HOSE BIB ASSEMBLIES (POTABLE & NON-POTABLE). . 5 FIVE (5) KEYS FOR OPENING AND LOCKING EACH AUTOMATIC CONTROLLER. 2.1.24 PRESSURE REGULATOR ANO WYE STRAINER $HALL BE OF BRONZE BODY WITH SCREW FITTINGS. SEE DETAILS AND DRAWINGS . PART 3 • EXECUTION 3.1 3.1 .1 GENERAL REQUIREMENTS: LOCATIONS ON DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE ONLY, AND SHALL BE CHANGED ANO ADJUSTED AS NECESSARY AS DIRECTED TO MEET EXISTING CONDITIONS ANO OBTAIN COMPLETE WATER COVERAGE. LOCATE AND STAKE ALL WORK AND OBTAIN APPROVAL OF THE ARCHITECT BEFORE INSTALLATIONS. 3.1.2 INSTALL ANO EXTEND SYSTEM AS SHOWN ON THE DRAWINGS, AND AS NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. 3.1.3 LOCATE LINES, VALVES AND OTHER UNDERGROUND UTILITIES AND RECEIVE THE APPROVAL OF THE ARCHITECT BEFORE DIGGING TRENCHES. 3.1.4 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. 3. 2 INSTALLATION OF IRRIGATION SYSTEM: 3.2.1 EXCAVATION AND BACKFILLING 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 AS SPECIFIED • . 2 DEPTH OF TRENCH: POLYVINYL CHLORIDE PRESSURE LINE (LESS THAN 3") PRESSURE MAINLINES ( 3" AND UP TO B"") 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) DEPOSIT TOPSOIL ON ONE SIDE OF TRENCH AND SUBSOIL ON OPPOSITE SIDE. . 4 SUBSOIL SHALL BE FREE OF ALL ROCKS AND CLODS 1/2 INCH IN DIAMETER, DEBRIS, AND LITTER, PRIOR TO USE AS BACKFILL WHERE SO INDICATED ON DETAIL. 3.2.2 3.2.3 3.2.4 3.2.5 - ' #97-039 - . 5 REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE OR FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL Tl1EV HAVE BEEN INSPECTED AND APPROVED FOR TIGHTNESS, QUALITY OF WORKMANSHIP AND MATERIALS. .6 BACKFILL 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 1/2" AND LARGER. .8 CONTRACTOR SHALL NOT INSTALL PIPE ACROSS CONCRETE DRAINAGE SWALE. CONTRACTOR SHALL JACK OR BORE UNDER SWALE TYPICAL. UNDER EXISTING AN □ /OR PROPOSED PAVEMENT .1 TRENCHES LOCATED UNDER AREAS WHERE PAVING, ASPHALTIC CONCRETE OR CONCRETE WILL BE INSTALLED SHALL BE BACKFILLED WITH CLEAN FILL SOIL, IN A SLEEVE AND COMPACTED IN LAYERS TO 95% COMPACTION, USING MANUAL OR MECHANICAL TAMPING DEVICES. TRENCHES FOR PIPING WHICH ARE NOT UNDER PAVING SHALL BE COMPACTED TO EQUAL COMPACTION OF THE EXISTING 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 UNDER 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 ASPHALTIC CONCRETE PAVING. . 4 SECURE PERMISSION FROM THE OWNER/DEVELOPMENT BEFORE CUTTING OR BREAKING EXISTING PAVEMENT. ALL NECESSARY REPAIRS AND REPLACEMENTS SHALL BE APPROVED BY OWNER/DEVELOPMENT, AND SHALL BE AT NO ADDITIONAL COST TO OWNER/DEVELOPMENT. INSTALLATION OF POLYVINYL CHLORIDE PIPE: . 1 BECAUSE OF THE NATURE OF PLASTIC PIPE AND FITTINGS, EXERCISE CAUTION IN HANDLING, 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 LAY 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, CLODS, AND OTHER SHARP-EDGED OBJECTS . • 5 PIPE ENDS AND FITTINGS SHALL BE WIPED WITH MEK, OR EQUAL, BEFORE 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 SIDE-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 SOLVENT RECOMMENDED BY PIPE MANUFACTURER ONLY. .11 SOLVENT-WELD JOINTS: ASSEMBLE PER MANUFACTURER'S RECOMMENDATION. .12 ALL PRESSURE PIPE 3" OR LARGER SHALL HAVE THE CORRECT SIZED CONCRETE THRUST BLOCK INSTALLED AT EVERY ABRUPT CHANGE OF ALIGNMENT; AT GATE VALVES, TEES, ELBOWS, CROSSES AND ENDS OF PIPE RUNS: OR WHEREVER THE CITY ENGINEER DEEMS ONE TO BE NECESSARY. THRUST BLOCKS SHALL BE INSTALLED AS PER DETAIL. INSTALLATION OF BRASS PIPE; . 1 CUT BRASS PIPING BY POWER HACKSAW, CIRCULAR CUTTING MACHINE USING AN ABRASIVE WHEEL, OR HAND 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 CAREFULLY AND SMOOTHLY PLACE ON MALE THREAD ONLY. TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES. CAULKING IS NOT PERMITTED. REMOTE CONTROL WIRING: . 1 DIRECT BURIAL CONTROL WIRE SIZES: AS SHOWN AND SPECIFIED HEREIN BEFORE. . 2 PROVIDE ONE CONTROL WIRE AND ONE COMMON GROUND WIRE TO SERVICE EACH VALVE IN SYSTEM. PROVIDE 4-FOOT MINIMUM EXPANSION LOOP AT EACH 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 AND 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 2-112 INCHES OF INSULATIONI FROM EACH WIRE. (2) CONNECTING AND SPLICING OF WIRE AT THE VALVES SHALL !IE MADE USING DURA SEAL CRIMP SPLICES AS MANUFACTURED BY RAYCHEM CORPORATION. CONTRACTOR SHALL REFER TO RAYCHEM INSTALLATION PROCEDURES USING ULTRATORCH 3 HEATING TOOL. NO OTHER SPLICES WILL BE ALLOWED. 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-PANELS, CLOCKS, OR ELSEWHERE AS REQUIRED, IN ORDER TO COMPLETE THIS INSTALLATION. A DISCONNECT SWITCH SHALL BE INCLUDED. ' .4 CONTROLLER SHALL BE INSTALLED WITH VANDAL-RESISTANT ENCLOSURES AS CALLED FOR ON THE DRAWINGS (STAINLESS 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 ON PLANS. GATE VALVES SHALL BE LINE SIZE. . 3 INSTALL EACH CONTROL VALVE IN A SEPARATE VALVE BOX WITH A MINIMUM OF 12" SEPARATION BETWEEN VALVES AND 6" FROM ANY FIXED OBJECT OR STRUCTURE. 3.2.8 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 DO SO. 3. 2. 1 O QUICK COUPLER ASSEMBLY; . 1 INSTALL ALL QUICK COUPLERS AS INDICATED ON DRAWINGS AND AS DIRECTED. SET ALL VALVES PLUMB AND TRUE TO FINISH GRADE AND A MAXIMUM OF 12 INCHES FROM PAVING, WALKS, HEADERS OR CURBS, AND AS SHOWN ON PLANS AND AS DIRECTED. 3.2.11 BALL VALVES; .1 INSTALL WHERE SHOWN AS DETAILED . 3.2.12 WARNING TAPE: WARNING TAPES SHALL BE INSTALLED DIRECTLY ON TOP OF THE PIPE LONGITUOINALLY AND SHALL BE CENTERED. THE WARNING TAPE SHALL BE INSTALLED CONTINUOUSLY FOR THE ENTIRE LENGTH 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: -- 3. 1 .14 3.2 .15 INSTALL WHERE SHOWN AS DETAILED WARNING TAGS: INSTALL WHERE SHOWN AS DETAILED E!ACKELOW PREVENTER: .1 BACK FLOW PREVENTER ASSEMBLY SHALL Be INSTALLED IN ACCORDANCE WITH MANUFACTURER"$ 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. 3.2.1 B PRESSURE REGULATOR: -ADJUSTED REGULATOR PER PLANS 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 IN ACCOMPLISHING WORK. HE SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO THE PLANTINGS. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" RLA _____ [XP. ____ _ REVIEWED BY: INSPtCTOR DATE DATE l--e,--.z-t-•..,--+-"o_,NA_t-1l.A_~_·v_1~ __ "">lf'_1_-_N_,o_. ------i------t----i--~-"-i--1.11-,-,~ CITYPLA21fo DE~~,~~SBAD s V-5o· LanilNOti" ANhllffl"N • Pltnnlna La hU• C.n\N II otU Tovn• C.nl" Drln, lull• 140 r--,, Son Diop.CA Nlll·IOCII 911.660.ll'tl • , .. HO.IMO DATE INITIAL ENGINEER IF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL IRRIGATION SPECIFICATIONS FOR: . _&/ RANCHO CARRILLO VILLAGE 'H' APPROVEr;A.u-, wi?A " ASSISTANT PLANNING DIRECTOR OWN BY: ___ _ PROJECT NO. DRAWING NO, CHKO BY: ___ _ RVWO BY: CT-97-01 358-7L CMWD 97-539 IRRIGATION NOTES WATER SOURCE STATIC PRESSURES AT RECLAIMED WATER CONNECTIONS ARE CALCULATED WITH A FUTURE PERMANENT 700 FT. HYDRAULIC GRADIENT. HOWEVER, THE RECLAIMED DELIVERY LINES WILL CONNECTED TO A POTABLE SOURCE WITH HYDRAULIC GRADIENT OF 700 FT. AS CALCULATED, PRESENT AND FUTURE STATIC PRESSURES WILL RANGE FROM 87 PSI TO 197 PSI. THIS WATER PRESSURE INFORMATION WAS OBTAINED FROM THE CARLSBAD MUNICIPAL WATER DISTRICT 1996. CALCULATED PRESSURE FOR EACH POINT OF CONNECTIONS ARE SHOWN ON THE PLANS. THE CONTRACTOR SHALL VERIFY WATER PRESSURE BY DIRECT MEASUREMENT IN THE FIELD. IF EXISTING PRESSURE IS NOT AS STATED ON THE PLANS THE CONTRACTOR SHALL NOTIFY THE OWNERS' REPRESENTATIVE BEFORE BEGINNING 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" B. 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 TO 1-1/2" CONTRACTOR SHALL INSTALL 6" POP-UP HEADS ALONG FUTURE WALKS ANO 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. 3, CONTRACTOR SHALL VERIFY LOCATION OF WATER AND ELECTRICAL POINT OF CONNECTION WITH OWNER. CONTRACTOR SHALL PULL NECESSARY PERMIT FOR WATER, ELECTRICAL, AND TELEPHONE • VERIFY WITH OWNER. 4. 5. 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. AL PIPE AND WIRE RUNS INSTALLED UNDER STREET PAVING AHJ? !7.q. --n,.11.-,i;. . BIAu; 1/!e 51,ee>{l#J. ~ ~l..j... ~ ..al. 60 ~. All SLEEVES SHALL BE TWO TIMES THE DIAMETER OF THE PIPE OR WIRE BUNDLE BE SLEEVED (2" MINIMUM) OR SIZED NOTED ON DRAWINGS. CONTRACTOR SHALL COORDINATE LAYING OF PIPE, SLEEVES, AND WIRES TO ENSURE THAT HE HAS ADEQUATE MEANS OF CONNECTION· SEE PLAN. 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. 6. 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. 7. CONTRACTOR SHALL INSTALL "RAINGUARD" AUTOMATIC SHUTOFF FOR IRRIGATION rcnNTROLLER; MANUFACTURED BY WATER CONSERVATION SYSTEMS INC. "-1~17" 61-M, .. L e£". tNa.lJ.t'E"p IH ~l!--,.1.SH'HIIL)(. 8. INSTALLATION OF BACKFLOW PREVENTER (REDUCED PRESSURE BACKFLOW PREVENTER) SHALL BE PER STANDARD DWG. NO. DETAIL W2.ll DATED AUGUST 1993, C.M.W.D. SEE PLAN. IF THE BACKFLOW ASSEMBLY IS TO BE INSTALLED ON A SLOPE WITH A HORIZONTAL TO VERTICAL RATIO OR 4:1 OR GREATER, A TWO FOOT (2') HIGH RETAINING WALL MUST BE BUILT SURROUNDING THE ASSEMBLY ON THREE SIDES WITH THE OPENING ON THE DOWN SIDE OF THE SLOPE. THERE MUST BE A MINIMUM TWO FOOT (2") HORIZONTAL CLEARANCE BETWEEN THE RETAINING WALL AND THE BACKFLOW ASSEMBLY. ASSEMBLY MUST BE LOCATED IN AN AREA NOT SUBJECT TO FLOODING. ONLY REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLIES WHICH HAVE BEEN APPROVED BY THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICES AND CARLSBERG MUNICIPAL WATER DISTRICT WILL BE USED ON THE WATER DISTRICT SERVICE WITHIN THE SERVICE AREAS OF THE CARLSBAD WATER DISTRICT MUNICIPAL WATER DISTRICT. g. 1H9171LL t>H!" 51"'~e, l..J ll?E -W f;AC./.1 HAHIF'llf-/0 Of" -n-J<:) Cl<'. 1-'fOie'E VAt-Vl!!'b #ID OHE-6P.Ae£ Wfie£ -rz:> £HP VALVI<-IH 6Y:5rm1 l"E'Ot-1 a,/-/r/l!r)/...1.a?: IN -'-1-L-rH~';?~,i/;l'rstiALL 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. 10. 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. LOCAL CODES AND STANDARDS. ALL PIPE FOR THE INSTALLATION OF SYSTEMS USING RECLAIMED WATER SHALL BE COLORED CODED PURPLE. 11 pr Al-I-~w ct,-z::>,J a~t-tq.;, &+I 80 FY~ !:>i.E'INIS'~ SAAU.. !!If. ,e,u;ivuc£.p u~12 1!5~0LJ 1?1-ru-l. #97-039 ML~, 97-039 DATE: 9/29/97 PREPARED BY: JOB NUMBER: 97-039 MARVIN H. TANIGUCHI .ioe TITLE: RANCHO CARRIL.LO VILLAG,_cE'-c"i--'H_" ---;.,:;;-';====c.l"IT""1G;;-IT7j HYDRAULICC:111.CUlATION HGL OR PRESSURE: ,,,r F+ 8 3 ,+ '•H METER NO. ~ ""sccYS;c;TE=Mc-:----t"""" ·'··•"•~:-._,•~;-;_:;;::;~c'ci" GPM: •+ibb4.4,2,!LH .. ,, WATER METER(MAX. 44.2 GPM) : __ 1 -1 /2" <1.0() __ BACKFLOWPREVENTER: 1-1 /2" 8.20 REMOTE CONTROL VALVE: 1-112" 3.50 -----,1::::R=Rl::::GA-:-:TC::.IO;c:Nc;cS;:;P::;:R;;clN"'K:;cLE;:;R:;--:H';;EA:-;;:;D-;; (IO"P;;:E,;:;RATING PRESSURE): 3 0 . 0 0 ---MASTER VALVE: 1-1 /2" 3.00 GLOBE VALVE: 0.00 CHECK VALVE: 3.00 f--------j------t-----,,B"A"Lt.. VALVE: 2-1 /2" 1.00 PIPE FITTING (ALLOWANCE): 5.00 t-lvbrlAUlit:'GRAtil;'ck'ANtiEi :::;:·:;:n!fiU:!t:D!ii •.• ,1:::r:E'?),ii''}!dif PIPE SIZE LE~C,11_-t__ GM ·-+-----'P_-Scc'I ~':c0Ec:-S=S----t ____ 1 ___ 1 65' 10.4 2.79 314" 1 " 70' 15.6 2.10 1 -1 /4" 35' 20.8 0.60 1-1/2" 2" 25' 44.2 0.25 -----;--- 2 -1 / 2" SUB TOTAL 5.74 5.74 ·ct Ass !I 1·~ i!Vb '.l'!il'! tI'i •l'!l'lessi.ihe••MA(NCINE\'''Tlr! ''''}i,i:''''IF:li"!i! PIPE SIZE LENGTH GM PSI LOSS 1-114" 1 -1 /2" 2" 2-112" 900' 44.2 5.67 3" 4" SUBTOTAL 5.67 5.67 TOTAL PRESSURE LOSS: 75.52 AVAILABLE PRESSURE (PSI): 85.00 AVAILABLE RESIDUAL PRESSURE:'"' i'i t9.48 ,., •t PRESSURE 1---------11-------+-------j-----,----,.AroEQUATE l"age 1 ,,~~ ~'i)r'S'.V1 ~ ~ s. . ~ .., ' "' ' ~-' °3/1?./~ ,., ~~ -·• ~ .,,.r or CA\(~ EXP, DATE '>•'>l-"l'l .... OH6 11.._" Arehlleebtre • Ple1111l111 La loUe C•■\re II Tovne C.ntN Drht. hll• 140 ... DIMCA Nltl·-111.HOJ • hx HO.IMO =-~ O_riA ~ !(..!:;Viste-.51-\J . .J:jO · DATE INITIAL REVISION DESCRIPTION ENGINEER OF WORK LOT 42 -97-039 DATE: 9129/97 PREPARED BY: IRRIGATION SPRINKLER HEAD _iOPERATING PRESSURE)_: ____ 3Q, 0 0 __ .. MASTER VALVE: PRESSURE REGU.:':LAc:T:':OR:::"t: __ 1~•--t-----;4:;-_-;;-0;.0~ CHECK VALVE(INSIDE SPRINKLER HEAD): 3.00 HGLOFSTREETMAINELEVATION: 440.6 . ELEV. OF IRRIG. HEAD@ HIGHEST0_Pc,00.I.NT_,._,:+-~4~4~7~. 7--+------r--;c-;:~--, r· ELEVATION DJFFERENCE: _7._1 ELEV.DIFF.X.<33 3.07 .<i'.'"'s'. s· "'20""0 ·p·_•v"'.c·•._·p· '1" .. _ ... E._' 'N·•· 'o"N(_'p' .••R····E··_ ss· u· R'ES_r!i(!M\%1,· iM1t:Hi:Jl:J![ii%'1 \.iLA I"!' . • . ·"~'''"":<-:;-:--,,, .. , .,,,-:-.-, ... ,.,,·:.· .. .,-._,,_.-.. , ... PIPE SIZE LENGTH GM PSI LOSS 3/4" 75' 7.3 1.85 1 " 20' 13.7 0.49 1 -1 /4" 1 • 1 /2" 2" 2· 1 /2" SUB TOTAL 2.34 2.34 bLAss·31·!"'1!Vc•l!il'!E!'l!AES$Uh1(MAINl'.lNETusilii1!1!1111\1@1rnlilll PIPE SIZE LENGTH GM PSI LOSS 1" 65; 13.7 2.21 1 -1 /2" 2" 2·1 /2" 3" 4• SUB TOTAL 2.21 2.21 TOTAL PRESSURE LOSS: 56.32 1-------1----------j-------,,A'"V,.A"ILA"'"BLE PRESSURE (PSll: 75, 00 t-----i-------,----__ ..... /\VAILABLE RESIDUAL PRESSURE~~· I ADEQUATE l"age 1 "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, DATE INCLUDING PRECISE RLA EXP. LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE ~-"'"' ""' CT[] CITY OF CARLSBAD s . r.50 I PI.Al'ltlNG DEPARTll:NT ~ J IRRIGATION CALCULAfIONS FOR: ~ RANCHO CARRILLO VILLAGE 'H, APPROVEc:3lv"' ~~ '{-7-99 ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT NO, DRAWING NO. DATE INITIAL DATE INITIAL CHKO BY: CT-97-01 358-7L OTHER APPROVAL C !TY APPROVAL RVWO BY: CMWD 97--539 / / \ " j \ . '/ .... ... z/. ly , > "'A ~~ ~I~!> r I /,.~ ~/~~':f:,~ovi : / , t\Y<'~\)~~~,;':>'V.:, / ~,~~ /4~~~ .. , / ... ·.·.· .. >.· l.• ... ··.•.··0", ... r .. ·".· .. ·•.· .. z·.· •· · .. · · ... · .. · •.. ··· .... ·0 .... · 1c'~:7 .. ;z7 ~ . 4. -~ ·• /····. /.·•·.. 1··<> .. Y / .. ·... . ,Q • {·· ..... ·71/ .~. • •• . ,...~ .••. 0 ....... ·.· .. ··./ ,' ,/'_',' / ,,, ," I, • / • • .Ii·{~ .. -. · ... ·/.··•···· .... ·. · .. ·. I······ .. ······· .. · r'f: if,· I . \ \ \ \ \! . . · ,·····.·'·· .. ·•·.· ... ···. · .. ,.\ \.·.·····.· .··•········· l\· .... ,\\. ,. .. "-<'' • • _j Q I' 0 i ~- i + I r 17 0 I • ' I ' .. ., ,, . . I i LEGEND COMMUNITY THEME WALL EME WALL VILLAGE THY THEME FENCE ~~~~~N~OOD FENCE VILLAGE FENCE •••••••••• 0000000000 ••••••••••••••••• ES ARE SHOWN WALLS AND FENCFOR REFERENCE SCHEMATICA~LLY•LOCATIONS AND ONLY. ACT~ARY SLIGHTLY. TYPE MAY GENERAL UTILITY AND ACCESS EASEMENT 0 • (") ~ '1 (?(rA,. ' •. "· j l!J<f, ,,,1-11 1 1dscape Architecture • Planning at La JoJla Centre II . 340 Drive Smte 9255 Town~ Cen;1 92121-3002 San Diego, 550-1580 619 550-1575 • Fax . Ill ~ DATE INITIAL ENGINEER OF WORK • ' . JI. D JI. ·A.:: P ;)\J J ; r , 2oJ 22:, 1 ·$ REVISION DESCRIPTION •• <NOT A PARTl ; / / / / DATE INITIAL OTHER APPROVAL • j 0 20 DATE INITIAL CITY APPROVAL \ \ 40 ; SCALE / I' ' 40' 80 ! ! i • I I I i " I ! i / 1 0 ....., I PROJECT NO. g~~DB~~: .. CT-97-01 RVWD BY: CMWD 97-539 \ I , I + "=U,.W,lr_!::.~:·:;~~······:··.·~;~1M:····.:~~·r~t~:l~:·~r·~~.~-=----,·~···_.;-r~··_··=···_·1·:·.~·i~~=~;~' -o~·-;,;____'-'J~;_; rlc_'r1c;;:lb:.:., t' ·li-;6fl--~4~··· ··=-·· ·~~:..:.··"'-'r, l ~ -. ) ~ 1 \ \--. ' ..,.,__ ' - () I ~ . , .• , '--1· - ,,· ,,••'' . -. A J fl .. rN~ 20 / / 40 ' . ~--~ , . . ; i ·~~:e.r. . I"·,, _.__ ..;.o:.:.. . .... I © / __ _J ' I . ·-· . __ .,. 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LEGEND COMMUNITY THEME WALL VILLAGE THEME WALL COMMUNITY THEME FENCE VILLAGE WOOD FENCE VILLAGE FENCE • • FIRE SUP 111111u1111111.1uii'1 >~< ••••••••••• 0000000000 ••••••••••••••••• WALLS AND FENCES ARE SHOWN SCHEMATICALLY FOR REFERENCE ONLY. ,ACTUAL LOCATIONS AND TYPE MAY VARY SLIGHTLY. - . . • ~N-'·~°'" -~-~ ·" NO LANDSCAPE ELEMENTS OVER 30" IN HEIGHT WITHIN THESE AREAS. ---- ,,I ~ i GENE lITILITY AND ACCESS EA EMENT , ---NO LANDSCAPE ELEMENTS OVER 30" IN HEIGHT WITHIN THESE AREAS. ~ ..h. ~ 1-1 \ ~ C ';P- o ~ •. • • i I ~o LANDSCAPE ELEMENTS OVE'R 30'' n-; HEIGHT WITHIN THIS AREA .. ----....;,_. ' APPROVED FOR PLANTING AND IRRIGATlON ONLY, L INCLUDING PRECISE LOCI<\ TION OF £'LANTING AREAS. ~-;at.-ciNA ~ ~ (-,!"!-~ I • 1'10. l-Zl·'l1 ~ I •-~ ~ ,-..11 ~ I ..-• o .... ,1.-,.:; ~ + •-~- 'exf. ,, . .,., ... ,., Landscape Architecture • Planning La Jolla Centre II 9255 Towne Centre Drive~ Suite 340 San Diego, CA 92121·3002 619 550-1575 • fax 550-1580 OATE INITIAL ENGINEER OF WORK , REVISION DESCRIPTION ! • \\ '\ ·.·· .. · .. ~ 0 \ i~~~ . 0~ <". . . ·•· , ~ · .. ~.\ .. • ~· v· :'<:;_ .,.. 0 \ . . .,. i/ // •' / / / ,._.,, • B t4 ; .. .-:• .,,,;.,,, ' m•"'' ' . • / )J< ;;,._ . 0 • " ~ . .. 1~?12~ 'le uTI CITY OF CARLSBAD ·-H5 ;50~ ~ , , PLANNING DEPARTMENT PLANTING PLAN FOR• di RANCHO CARR I LLO VILLAGE 'H' APPROVED~ fJ.tA-4£. 'I-Z-'1~ ASSISTANT PLANNING DIRECTOR DATE INITIAL DATE INITIAL OWN BY: ___ PROJECT NO. DRAWING NO. DATE CHKD BY: CT-97-01 OTHER APPROVAL CITY APPROVAL RVWD BY: 358-7L CMWD 97-539 /usr /projd<Jt<Jlr _g;p/dJ31l2J31121s5.d,;in 19-AUG-1997 13:31!1 • ) \ '\0·.····· ... i. ;O . . NOL' NDSCAPE ELEMENTS OVER 30" IN HEIG WITHIN THIS AREA. \ \ \\ O·> '" ' . ~~··· .__,;;_·.;.,-:AP,,...,,~'-'-':· ..... ·§rf::': ........... •,.+;--:=-'1r.e;-;--_/ . ·•· .... ·•· ... 11 qJ!..t-, ~---.1 MATCH LINE -SEE SHT. 2? i- ">,··.~ ''\V ,,,. ., . "••,, .• >-~~'.¾ LEGEND. COMMUNITY THEME WALL VILLAGE THEME WALL COMMUNITY THEME FENCE VILLAGE WOQD FENCE VILLAGE FENCE I II 111111111111111111, ~~ •••••••••• 0000000000 , •••.•..•........ WALLS AND FENCES ARE SHOWN SCHEMATICALLY FOR REFERENCE ONLY. ACTUAL LOCATIONS AND TYPE MAY VARY SLIGHTLY. ' . l ' ' I \ \ VJLLAGE: \ \ ' ' I I 22l .... OJ2~l3 <tNOl A PART! ' (./1 C CII Cl < (./1 ~ ',,, \ \ \,. ,·"'" ' . '~JJJ. ' \ ' , i ' -, ; ' A_,P_,N_,' 222.'...oJ'J \ \ \ ' ! ' (NOT A PART> ~::::"=~~P-'l-"11 ·'¥1 Landscape Architecture • Planning La Jolla Centre II 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 619 550-1575 • Fax 550-1580 . --A '-' VED FOR PLANTING AND IRRIGATION ONLY, 'mcLUDING PRECISE LOCATION OF PLANTING AREAS. ~-18 ONA ltlt! i?EV!St::: ~-No. I~ 1-'11 ~ fl\ 4 ~ A.-•---•,.-,,I ~ 1 • ,~n.a .,,.♦ ... -. . DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION . . I ' t I ' \ I ~.so; ~7£.' -IH I 5 2fT I C]TY 10JF CA.RL§BAD . ~ ,j-~ PLANNING DEPARTMENT PLANTING PLAN FOR: tJi RANCHO CARRILLO RANCHO CARRILLO VILLAGE 'H' APPROVED~ 4 G, _A '!~7-18 ASSISTANT PLANNING DIRECTOR DATE OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKO BY: CT-97-01 RVWD BY: 358-7L OTHER APPROVAL CITY APPROVAL CMWD 97-539 /usr /proJdata/r _grp/d_l3112/3ll21.s7 ,dgn /9-AUG-19g7 13:36 I \\ I ;' rl-TT, ~t'T.'tt~~ ~"::....__ I @ { t~Fl-1r-':It\,'?" ·, ~ •. I .l .. I ··-. --·· .... I 7'7'.'--:"v'·---t-;,-"--"-____ . _j • (NOT A PARTl ; I ! ! ' I \ / / l >-a: I < .. i ~· ::, 0 OJ / / ' // MATCHLINE -SE ---I SHT. :Z.4 I I , BAc, fjL.-Tf, : l1~~·· ~===·~ ·,e,,::::;,:..._......,11(; ,-t"~ 01,,, 10¥\... ' . 1--, :z.( ,I l ½'('4-l.., / ./ ·· . / .. II / LEGEND COMMUNITY THEME WALL, VILLAGE THEME.WALL COMMUNITY THEME FENCE VILLAGE WOOD FENCE VILLAGE FENCE / ??; PAc,.; ;~ l ~.c,, / / / / ©/ / // ,,,,/:.' ._, --- ll'l'IIHIIIIHHI IIII ~◊◊, ·••·•······· o-obboooooo >n••••u••n••ouoouo, WALLS AND FENCE'S ARE SHOWN SCHEMATICALLY FOR REFERENCE ONLY. ACTUAL LOCATIONS AND TYPE MAY VARY SLIGHTLY. w,,...-11 'i''// /, / .. ,-// . / ' , .. , ,, ' ' . ' .· >::.... •' ~ It 0,\t,4-l .. ~'llfSOJ/. , ~ , ~ c.:, . ~, ;:;:, ,~~ ' = jlfxp. Land J;iJ,afa[e ~J4, t I ~ Date • /J ' ,\'I;, '7 ' [;~\ ; ~-" 14:, scape Architecture• Planning La Jolla Centre II 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 619 550-1575 • Fax 550-1580 ·:/·!·· .--·. i ' ,,,~,,,---... ' ' / I '9,er,6,,.L. / 0 //; .. /// .. .· " , .. , . APPB,0VED FOR PLANTING· AND IRRIGATION ONLY, ' ' INCLUDIN9PRECISE. / ,. ,,,, ' / " LOCATION OF PLANTING. AREAS . .'!-21---,,.,, ONA ~ f-1"-V j.5y-;:: •_I ' _NO. gl.J' l 1·2,IA'I d-lA ~l'SI-I •• • ;;. 'L· 'f-1 £, u ·o • ,N~A.Ar-1-.. ••-:--. ~ ' . . DATE INITIAL , DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ENGINEER OF WORK VJLt.AGf: JJ J "- 20 40 -··"' -" ,. ' ~ ,s . ___ ,,. 222~or1~os (NOT A PART~/· SCALE -I' , 40' so ,,-·· ,. ,. ,··"' 160 .. (:!TY Of CARLSBAD PLANNING DEPARTMENT PLANTING PLAN FOR: ~ ), .3o' ~ J .& RANCHO CARR I LLO VILLAGE 'H' APPROVED:~~ Q:,G,..~ 'l-7-9!5 ASSISTANT PLANNING DIRECTOR DATE OWN BY: I PROJECT NO. DRAWING NO • CHKO BY: CT-97-01 358-7L RVW0 BY: CMWD 97-539 /usr /pro ldct<J/r _ar-o/d_l3112/3ll?l-c;F..ci<7r 19-AI IC-qcn DEPTH Of' ROOTBAl.L • . ... RIGID PVC DRAIN PIPE POSITIVELY OR A1N &. DAYLIGHT AT SLOPE ONTO ½ CU. f'T. GRAVEL. LINE Of' 2•1 SLOP£ 4 TREE TIES It.AINI TWO AT TOP OF S AKES OTHERS WHERE NEEDED TO SUPPORT TREE TREE ST AKES SET OUTSDE Of' ROOTBAl.lL 4" PERf'. PVC DRAIN PIPE T BOTTOM Of ROOTBAl.L W/4" PVC ORAIN CAP/GRATE <BLACK> 6" MIN. BASN flNISH GRADE ◄" PERF'. PVC DRAIN PIPE W/4'" PVC DRAIN CAP/GRATE !BLACK> ◄" PVC CAP/GRATE IN 12"x12" " PEA GRAVEL f''-LED SUMP. WRAP W/SOL SEPARATOR TO COVER &. f' AST EN TO HOLD. A TREE PLANTING STAKING ON SLOPE NO SCAl.E ' 5'·0" LENGTH WHT SURGICAi. TUBING OVER GUY WIRE ITYP.I DEPTH Of' ROOTBAl.L • 0 I 2X ROOTBAl.L T GUY WIRE REQUIRED TO SUPPORT TREE <3· REQUIRED> 4'" PERf'. PVC DRAIN PIP£ TO BOTTOM Of' ROOTBAl.L W/4'" PVC DRAIN CAP/GRATE IBLACKI 6" .-.. BASIN FINISH GRADE 0£AOLIAN ITYP.l 4'"x4"x18" RWD. ABOVE f'HSH GRADE 1" /f' 4•• PERf'. PVC DRAIN PIPE W/4" PVC DRAIN CAP/GRATE IBLACIO •• PEA GRAV SUMP ®~T;_;_R,;.;;:E~E___;P_,;;L;;;,,,;.AN_.;._T_IN_,;.G __ &G_U_Y_IN_G ____ _ NO SCALE PLANTING DISTANCE SCHEDULE f'[tT ON CENTER ROW DISTANCE SET BACK © 'A' '8' -f..-8'' 7" r-o .. lO'~f 11" r-J·• 1. 1·-0 .. r-6" 1•-,4 .. 1·-0 .. 2·-0· r-9· 1"·6" 3"·0" 2"•6" 2·-6 .. a·-o· 5"• 2" 5'·6" 8"•0" 6"· 11" 7"•6" 10·-o· 8"·8"" 9•-5•• 12'·0" 10•-5• 11"•6'" 20"·0" 17·4" 19"•6'" Pt.ANTNG GRO • • • • • • • • •--;;;t ••••••• •-=t • • • • • • • • • ••••••• •, >-.. . . . . . . . . "}"' • • • • • • • • •••••••• •.::;t GROUNDCOVER PLANTING NO SCALE . ... DEPTH Of' ROO",tiAl.L b ' ... 12· 2X ROOTBALL 4 TREE TIES IMINI WO A 0 OTHERS WHERE NEEDED TO SUPPORT TREE tREE ST AKES SET OUTSDE OF ROOTBAl.L • IPE BAl.L W/4" PVC DRAIN CAP/GRATE IBLACKI 6" MIN. BASIN f'NISH GRADE ROOTBAl.L·SET 1"' ABOVE f'NSH GRADE SLOPE 1" /f'T • 4 •• PERF'. PVC DRAIN PIPE W/4'" PVC DRAIN CAP/GRA <BLACKI '" PEA GRAVEL SUMP B .,__ ____ _ ® TREE PLANTING & STAKING NO SCALE DE0 TH Of' ROOTBALL 11 t=:=: _11 -1Ej11 111 2X ROOTBAl.L SHRUB ASIN AO£ ROOTBAl.L ·SET CROWN 1" ABOVE f'NSH GRADE fE\1-S_H_R_U_B_P_L_AN_T_IN_G ____ _ \.::::) NO SCALE DEPTH Of' ROOTBALL 2X ROOTBALL OR WIRE SLOPE 1" /f'T. 3"" Uf,I BASN rlNISH GRADE ROOTBAl.L·SET CROWN r• ABOVE FINISH GRADE ® VINE PLANTING H ~N"""o""'s..;cAL...,,.E ......; __________ _ "' '.' ~ ·. ' .. : ·:· - DEPTH Of' ROOTBAl.L • ,. • .... • ... 12'" 2X ROOTBALL -- ~ ◄" PERf'. PVC DRAIN Pf>[ TO BOTTOM Of' ROOTBAl.L W/4'" PVC DRAIN CAP/GRATE I8LACKI f' - Pt.ASTER S>ND • PUOOLE &, SETTLE PRIOR TO SETTING TR£ SCARlf'Y SOES &. BOTTOM SLOPE f• /f'T. 4" PERf'. PVC DRAIN P1PE W/◄" PVC DRAIN CAP/GRATE 18LACKI ~ .. PEA GRAVEL SUMP PLANT LEGEND SYMBOL ABBREV, BOTANICAL NAME COMMON NAME REMARKS DETAIL ~ARE.ROM. 0 EUC.NIC. AAECASTRUM ROMANZOFFIANUM QUEEN PALM 12' B.T. C A/fl EUCALYPTUS NICHOLi! -0JAC.ACU. 0 0 KOE.BIP. 6 PIN. ELD. 0 (.\PIN.TOR . JACARANDA ACUTIFOLIA KOELREUTERIA BIPINNATA PINUS ELDARICA PINUS TORREYANA rr~~RFOLIA PODOCARPUS GRACILIOR 0 V PLA. ACE.'13l,::>,' POD. GRA. GPR~U~-~CA~R~----::P:R~UN~U~S~C~A=RO~L~IN,IA~N-A,.--~~ SCH. MOL. SCHINUS MOLLE pt{O. jZ-0¢ _N,/A. vu .... ABE. GRA. @Y AGA. ATT. • ALOE.STA. 0 CEA. GRI. 'H.' CIS.SAL ~IX ~~1..-IHII ABtA.~ VIJ-1"1Cf-lHI.A.tt,'-- ABEL1A GRANDIFLORA AGAVE ATTENUATA ALOE STRICT A CEANOTHUS GRISEUS 'HORIZONTALIS' CISTUS SALVIFOLIUS NICHOL'S WILLOW-LEAFED 15 GAL. HT. 9' MIN. X SP. 3' MIN. PEPPERMINT JACARANDA CHINESE FLAME TREE ELDARICA PINE TORREY PINE LONDON PLANE TREE YEW PINE 24" BOX HT. 11' MIN. X SP. 5' MIN. 24" BOX HT. 10' MIN. X SP. 4' MIN. 15 GAL. HT. 6' MIN. X SP. 3' MIN. 24" BOX HT. 1 0' MIN. X SP. 5' MIN. 15 GAL. HT. 7' MIN. X SP. 3' MIN. 24" BOX HT. 12' MIN. X SP. 5' MIN. 24" BOX HT. 10' MIN. X SP. 4' MIN. 48" BOX HT. 18' MIN. X SP. 8' MIN. CAROLINA LAUREL CHERRY 15 GAL. HT. 7' MIN. X SP. 3' MIN. A/9 A/fl A/1!1 A/1!1 A/fl A/9 D A/8 CALIFORNIA PEPPER 15 GAL. HT. 8' MIN. X SP. 3' MIN. A/B 24" BOX HT. 11' MIN. X SP. 5' MIN. B F16rl:1 P~ f'N-.M .z.11 ~ ~Mftl ~ OCTOftjS K!l'-yt::::l'.54"-l-l'U4-,~,~~ e ABELIA 1 GAL. FULL. BUSHY, GOOD COLOR FOXTAIL AGAVE CORAL ALOE CARMEL CREEPER 5 GAL. FULL, BUSHY. GOOD COLOR 5 GAL. FULL. BUSHY. GOOD COLOR 1 GAL. FULL, BUSHY, GOOD COLOR E/F E/F E/F E/F © PALM TREE PLANTING C t---------NO SCALE © 0 8 ESC. FRA. FRE. 'K. T.' ESCALLONIA FRASER! FREMONTODENDRON 'KEN TAYLOR' SAGELEAF ROCKROSE ESCALLONIA ~ ~?It 1 GAL 1 GAL. FULL, BUSHY, GOOD COLOR FULL. BUSHY, GOOD COLOR f!/F f!/F DEPTH Of ROOTBALL X ROOTBAl.L 2•1 SLOPE SHRUB SLOPE 1"/f'T. 3" l.lfll BASIN f'HStt GRADE f'ERTLIZER TABLE TS ROOTBALL·SET CROWN I'" ABOVE f'NSH GRAD SLOP£ 1" lf'T. 0 (D 0 0 0 HEM. HYB. HEMEROCALLIS HYBRID NER. OLE. NERIUM OLEANDER PHO. TEN. 'S.' PHORMIUM TENAX 'SUNDOWNER' RAP. IND. 'CLA.' RAPHIOLEPIS INDICA 'CLARA' RAP.OVA. AAPHIOLEPIS OVATA DAYLILL Y OLEANDER NEW ZEALAND FLAX INDIA HAWTHORNE INDIA HAWTHORNE 1 GAL FULL BUSHY, GOOD COLOR 1 GAL. FULL. BUSHY, GOOD COLOR 1 GAL. FULL. BUSHY, 15 GAL GOOD COLOR 5 GAL. FULL BUSHY, GOOD COLOR 1 GAL 5 GAL. l GAL. 5GAL FULL. BUSHY. GOOD COLOR FULL, BUSHY, GOOD COLOR FULL, BUSHY, f!/F f!/F f!/F f!/F f!/F l!/fl H ,AAL-GOOD COLOR ~ H ~I e.:i!)ft'(,-,~-•J.AOF. 5 GAL. FULL. BUSHY, H !'dr>-1-. SGAL. c;;c,oo~LOR ~~-f"'Lll--1-, .~........- FULL. BU HY, GOOD COLOR fiJU,, ~v~I-IY .....,__,,....__..,._..A...._c:,~-:.:::D..:c,c,::t.<>:.:::Fa.:.._..,/'....,.~ om BAC. PIL 'T.P.' BACCHARIS PILULARIS COYOTE BRUSH FLATS Pl.ANT Q i<,' O.C. 'S "'r""l.- · 'TWIN PEAKS' ,1 a 6AZ.;f'L.'~~.\60"<l C\"AeAl-ls:. ~~tA<sJ? 11\J~ ,i,u.,iJ' -MHfll.16( 4&V'1\I, · l"\.<>'r", DEL ALB. (,fd'4) DELOSPERMUM ALBA WHITE TRAILING FLATS ICEPLANT -GAZ.SPL GAZANIA SPLENDENS °MULTI-COLOR' PEL. PEL 'BAL' PELERGONIUM PEL TATUM 'BALCON' MYO. PAC. MYOPORUM PACIFICUM CU!t1PlN6{ GAZANIA Fl.ATS IVY GERANIUM 4" POTS MYOPORUM FL.ATS 50P l'\..l>\..lf e Ii:'",.:,, PLANT Q tZ' o.c. PLANT O It O.C. PLANT O 8" 0.C. PLANT O 12" 0.C. £ H H a a a a Q ® SHRUB PLANTING ON SLOPE F t----------NO SCALE eo·TANICAL NAME Aly1aum Alyaaum RAT! COMMON NAME I BS/ACRE 'Carpet of Snow' 3 'Royal Carpet' 3 MIN.% P:UAE/GEBM 98/80 98180 50160 98175 ' ,, NOTES: 1. ALL TREES, UNLESS OTHERWISE NOTED, SHALL NOT CONFLICT WITH PUBLIC UTILITIES AND SHALL BE LOCATED A MINIMUM OF: 3' OUT OF PUBLIC RIGHT-OF-WAY 5' FROM PAVING 7' FROM SEWER LINES ADDITIONALLY, TREES CAN NOT BE LOCATED WITHIN THE GENERAL UTILITY AND ACCESS EASEMENT, 2. ALL PLANTING AREAS, UNLESS OTHERWISE NOTED, SHALL INCLUDE A COVER CROP MIX IN . ADDITION TO THE SPECIFIED PLANT MATERIALS. 3. INSTALL 3" LAYER ORGANIC MULCH IN ALL NON· TURF PLANTING AREAS LESS STEEP THAN 3:1. SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY TO JOBSITE. r:.: GC'o// /_.Fj .. ' 1-tr\°;?~,;4 '" I '½')...__-• ./4~ .,, 4'/r or CAl ,\°'$ l'i><f.~•'>1-1"1 NA Laa..,ape Arcthlleolun • Plannlaa .. La Jolla C•nlra II 11266 Towne Cenlre Drh•. Sulla 140 Sen Dle~o. CA 8112l·ISOOt \ 11111.&60.16 6 • ,.. r.oo.16110 .,s .,s A.nn f'"ll ----• "" Cit ~ • -.Z4-1• 01 .. ~ IU<.Vl5"'· ~-...... o. DATE INITIAL Laathenla Chrysotoma Phocelle Campanularla Dwarf Goldflelda 0.5 C@Hfornla Blu&bells Q 5 TOT AL POUNDS PER ACRE 7. 0 Th, following malerlala 1hall bt In the mixes: Mulch -Conweb Fiber 2,200 lbs./acre Binder -Terra Tac 13 150 lbsJacra Ferllllur 16•20•0 -400 lbaJacre -011 "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, DATE INCLUDING PRECISE RLA EXP. LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE 'i~ffl 1$ ~ ~ CITY OF CARLSBAD . (, Pl.ANNING DEPARTMENT - PLANTING DETAILS~ LEGEND FOR: Id RANCHO CARRILLO VILLAGE 'H' APPROVE0~ 1 Qe('; l,. 41· 7-,,, ASSISTANT PLANNING OIR~CJI OAT£ rffliii'li'fl Pli{JJ[crun, fJli A. II I 116 llfl; DATE INITIAL DATE IHITIAL CHKO BY1 i L-------------------------------------------------------------------------------------------------------~c~Mriiwwnoc9n7.::;53~9,~__,! I I REVISION DESCRIPTION CT-97-01 358-7l ENGINEER IF llffiK OTHER APPROVAL CITY APPROVAL RVWD BY: N.C.tlml,_IUU LANIHlQAPING P'Af'IT I • .. IJl!l'l'PliL 1, 1 GENERAL CON1DITION1a: THE GENl!PIAL CONDITION1111, IIIPICIAL CON1D'ITl'011tl, AHD D!IYHHON 1, AM A PART OF THIS SECTION AND THI! CONTRACT FOl'I THIS WORK ANO APPLY TO THIS SECTION AS FULLY AS IF REPEATED ~IEREIN. 1. :t SUMMARY: THE WOPIIIC I IN•CLUl!>l!S ALL SIPIVl•CII, LAIO·PI, MATl!l'IIALI, TRANSPORTATION AND EQUIPMl!N'I' Nl!CESSARY TO PERFOPIM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. THE G!:NERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HERl!IN. . 1 B.ELAIIJ:LW.!ll'l1'. IRRIGATION SECTl10N nq,n 1.3 IUIIMITTALS: l)PON l!ll!JNQ AWA•PlfflHI Ti'II Jl'PIOJIICT, CONTPIACTOIII JtHALL lt.llMl'I' A LIi'!' OF SOIL AMENDMENTS, FERTILIZl!l'IS ANO PLANT MATERIALS WITH QUANTITIES OF EACH WITHIN 15 DAYS FROM AWARD OF CONTRACT. 1. 4 GUARANTEl!S AND l'IEPLACEMl!NTS: 1.1 . 1 SH•PIUIS, VIN·l!S, GPIOUNDCOVltlll Al'IID HYl!>1'10SIID SHAILL 1• GUARANTl!EO TO Rl!MAIN HEALTHY AND VIGOROUSLY GPIOWING FOPI ONE GROWING SEASON OR NINETY (90) DAYS, WHICHEVER COMES FIRST. . I ALL TRl'IS THAT HAVI lll!N SUP'PLll!D ANO INBTALLIO UNO•l!PI THII CONTRACT SHALL Bl! GUARANTEED TO LIVE IN A HEAL THY CONDITION FOR A PERIOD OF ONE (1) VEAR FROM DATE OF FINAL ACCEPTANCE OF PROJECT. IF TREES ARE ALSO SUPPLIED BY THE OWNER, THE GUARANTEE SHALL APPLY AS STATED ABOVE. . a All PLANTS FOUND TO Ill D•l!AD AND All PLANTS NOT IN A VIGOROUS CONDITION NOTED WITHIN THE GUARANTEE PERIOD SHALL BE REPLACED WITHIN FOURTEEN (14) DAYS. . 4 •PLANTS USED FOR lll!PLACIEMENT SHALL II! THI SAM!! KINII ANO SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED, PLANTED AND FERTILIZED AS ORIGINALLY SPECIFIED, AT NO COST TO OWNER. IIIISIPIVATION: .1 OBSERVATIONS l'tll'IIIN IPIci,111!1il IHALL 11111 MAO! IIV THII ARCHITECT ANl!lfOR CITY INSPECTOR. THE CONTRACTOR SMALL REQUEST OBSERVATION IN WRITING, IN ADVANCE OF THE TIMI OBSERVATION IS Rl!QUIRED. • II OBSERVATION WILL BE REQUIRl!O 1'011 THI FOLLOWltfG PAPITI 01" THE WORK: A. PRE-CONSTl'IUCTION Ml!ITING. I, INCOPll'OPIATION 0·1" SOIL CONDITION•l!PIB ANllll l"l!PITILlll!l'II INTO THE SOIL. C. UPON THI! COMP'LITi'O·N 01" GPIAD'i'NG P·l'JJQ;l'I TO ,-LANTl1NCII. Iii. APPPIOVAL OF PLANT MATl!l'IIALS. I!. WH'l!N TRIES AND SHIIUIIS ARE IPOTTl!D IN P'I.ACI! l'O Ill PLANTING, BUT BEFDRI: PLANTING HOLES ARI!: 1:XCAVATED. I'. ORIENTINQ SPECIFIED Tlll!l!S. Cl. VERIFICATION OF FINISH Cll'IADIEI. M. APPLICATION OF PRE-l!MERGl!NT H·IPIIIICIDI!. I . J, ltC • PPll!-MAINTl!NANCE OBSERVATION, WHEN PLANTING, AND ALL OTHl!:l'I INO•ICATl!D OJI IP'IC'1'1tllll WORK, EXCEPT THE MAINTENANCE PERIOD, MAS 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 TttlS PROJECT. El'NAL OEISIF!VATIOII TO l·E Hl!LD AT THI! COMPLl!TION (H' THE MAINTENANCE PERIOD. THIS OBSERVATION SHALL ESTABLISH THe BEGINNING DATE FOR THE ONE-YEAPI GUARANTEE OF ALL TREES. . 3 ACCl!•P'TANCE: UPON COMPLETION 01' THI( l'INAL OISEPIVATION AN'lll THE WORK OF THIS Sl!CTION, THE CONTRACTOR WILL BE NOTIFIED IN WRITING, (1) WHETHER THE WORK IS ACCEPTABLE; AND (2) OF ANY JIIEQUIREMENTS NECESSARY FDA COMPLETION ANO ACCEPTANCE. • 4 THE CONTRACTOR OR HIS AUTHOl'IIZl!D REPRESENTATIVE SHALL B IE ON THE SITE AT THE TIME OF EACH OBSl:RVATION. MAINTENANCE: • 1 TH·E MAl•NTl!NAN>CI Pl!lltl10lll H&INI 0 1N TH11 fl•JIIIT OIAY Al"Tl!l'I ALL LANDSCAPE ANO IRRIGATION WORK ON THII Pl'IOJECT IS COMPLETED, CHECKED, ACCEPTED, AND WRITTEN APPROVAL FPIOU THE ARCHITECT IS GIVEN TO BEGIN THE MAINTENANCE PERIOD, AND SHALL CONTINUE THEREAFTER FOR NO LESS THAN 90 CALENDAPI DAYS. • 2 THE CONTJIIACTO·PI l!IHALL CONTl:NUOU'ILY MAINTAIN ALL INVOLVl!lll AREAS OF THE CONTRACT DURING THE P'ROGRESII Of THE WORK AND DURING THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE OF THE WORK. • 3 REGULAR PLANTING MAINTl!NANCI! Ol"l!RATIONS SHALL BEGIN IMMEDIATl!LY AFTER EACH PLANT IS P'LANTED. PLANTS AND LAWNS SHALL BE KEPT IN A HEALTHY, GROWING CONDITION ANO IN A VISUALLY PLEASING APPEARANCE BY WATERING, PRUNING, MOWING, ROLLING, TRIMMING, FERTILIZING, RE-STAKING, PEST AND OJSEASI! CONTROLLING, SPRAYING, WEEDING, CLEANING-UP AND ANY OTHER NECESSARY OPERATION OF MAINTENANCE. LANDSCAPE AREAS SHALL BE KEPT FREE OF WEEDS, NOXIOUS GRASS, ANO ALL OTHER UNDESIRED VEGETATIVE GROWTH ANO DEBRIS. ALL PLANTS FOUND TO BE DEAD OR IN AN IMPAIRED CONDITION SHALL BE REPLACED IMMEDIATELY WITHIN 3 DAYS. • 4 FERTILIZER (COMMl!ACIAL): 7-9-4 WITH CHl!LATl!D MINIJIIALS IHALL BE APPLIED AT THE RATI! DI' 12 POUNDS PER 1,000 SQUARE FEET 3 G DAYS AFTER THE BEGINNING OF THE MAINTENANCE PERIOD, AND EVERY 30 DAYS THEREAFTER, FOR HIE DURATION Of THE CONTRACT MAINTENANCI: PERIOD. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE APPLICATION RATE. 1. 7 1.1 1 .• . I Tl'ffl (HIM'l'IIIACT CCWltfll.t!TIOM 1181111'1 01' l'lfl lletffl'IACT MAl•litl'TIIIAIIIC•I PEPIIOD WILL BE EXTENDED, WHIN IN THI OPINION OF THE ARCHITECT, IMPROPER MAINTl!NANCE AND/OR POSSIBLE POOR OR UNHEALTHY CONDITION OF PLANTl:D MATERIAL OR UNESTABLISHED NON COVERING LAWNS ARE EVIDENT AT THE TERMINATION OF THE SCHEDULED MAINTENANCE PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTl!NANCE OF THE WORK AT N 0 CHANGE IN CONTRACT PRICE UNTIL ALL OF THE WORK IS COMPLETED AND ACCEPTABLE. . • THl CONTRACTOPI SHALL IE l'll!Bl"ONSIIILII! FOJII MAINTAINING ADEQUATE PROTECTION OF THE AREAS. DAMAGED ARIAS SHALL Bl REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. LAYOUT OF WORK: THI CONTRACTOPI SMALL Jl!M•PLO'I', AT HJ1S OWN l!XPll!N'SI!, A l'll!QISTl!Pll!D CIVIL ENGINEER OR LICENSED LAND SURVEYOR TO LAV OUT THE WORK OF THE PROJECT, TO ESTABLISH ALL REFERENCE POINTS SET FOR CONSTRUCTION AND THE CERTIFICATION OF FINISH GRADES WITH CIVIL ENGINEER DRAWINGS. GENERAL REQUIREMINTS: • 1 THI! TERM "PLANTING APl'l!A' IH,JIILL Ml!AN All A•Pl'IAI TO 11 PLANTED WITH TRl:ES, IHRUBI ANO GROUNDCOVl!PIS. .2 ACY!JAL PLANTING SHALL IIIE Pl!Rf'ORMl!D DURING THOII! P'l!l'IIOOI WH!:N WEATHfR AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. . 3 ALL ROCKS 1" 011 LA,JIIGl!PI, AHll OTHIPI GROWTH O·PI Dl!IIPIII ACCUMULATED DURING THE DUPIATION OF THI! PROJECT, SHALL BE REMOVED FROM THI! SITE UNLESS SPECIFICALL V EXEMPTED IN WAITING. . 4 PRIOR TO THE l!:XCAVATION l'OPI P'LANTINQ 01'1 PLACINO 01" PLANT MATERIALS, LOCATE ALL UN·Ol!:AGROUND UTILITY LINES STILL IN US I! ANO TAKE PROPER PRECAUTIONS TO AVOID DAMAGE TO SUCH IMPROVEMENTS. IN THE EVENT OF A CONFLICT BETWEEN SUCH LINES AND PLANT LOCATIONS, NOTIFY TUE ARCHITECT WHO SHALL ARRANGE FOR THE RELOCATION OF ONE OR THE OTHER. THI! CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR MAKING ANY AND ALL REPAIRS FOR DAMAGES RESULTING FROM WORK AS HEREIN SPECIFIED. . I •• .7 •• •• .10 Gl'IADING ANlil S01IL Pl'IEPAJIIATIOH wo.flK SHALL IE PERFORMED ONLY DURING THE PERIOD WHll!N BENl!flCIAL ANO 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 ANO GRADING OPERATIONS SHALL BE SUSPENDED UNTIL THE MOISTURE CONTENT JS INCREASED OR REDUCED TO ACCEPT ABLE LEVELS AND THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED. ALL SCALED DIMt:NSIONS ARE APPROXIMATE. 111!1'01'11 PROCEEDING WITH ANY WORK, CAREFULLY CtlECK AND Vl!PIIFV ALL lllMENSIONS AND IMMEDIATELY INFORM THE ARCHITECT OF ANY DISCREPANCY BETWEEN THE DRAWINGS ANO/OR SPECIFICATIONS AND ACTUAL CONDITIONS. lllUANTITIES FOIi PLANT MATl!PIIALI APII SHOWN P'Ol'I CONVENll!NCI ONLY, AND ARE NOT GUARANTEED. CHECK AND VERIFY COUNT ANO SUPPLY SUFFICIENT NUMBER TD FULFILL INTENT OF DRAWINGS. ADEQUATELY STAKI!:, BARRICADI, AND PROTECT ALL IRRIGATION EQUIPMENT, MANHOLES, UTILITY LINES, ANO OTHER EXISTING IPROPERTV DURING ALL PHASES OF THE SOIL AMENDING AND GRADING oPeRATIONS. IPECIMEN Tl'll:1! Sl!~.ECTION; A. ONE SAMPLE OF EACH Tl'J•l!!•I VA,ilETY Al'ID 81:ZI, CALLID Ill UT ON DRAWINGS 15-GALLON AND LARGl!!R SHALL Ill! DELIVERED TO THE PROJECT SITE FOR APPROVAL PRIOR TO INSTALLATION. I. THI! CONTRACTOl'I SHALL llitlitl!OIATILY ,il!MOVI ANY TPll!l!I NOT APPROVED. C. THI! CONTRACTOJII AT HII OPTION AND AT HIS IXl'l!NSI! CAN RETAIN THE SERVICES OF THIE AIICHITECT TO REVIEW TREES 24" BOX SIZE ANO LARGER TAGGED AT THI NURSERY AND/OR AT THEIR PLACE OF GROWTH, OR AS OTHERWISE SPECIFIED ON DRAWINGS, UJI.C.IIQlt AND I UJllXll'lilIJ.O:.lii A. ALL l"LANTS NOT CONl'Olltilll>N1ll TO TWII llll!QUIPll!MINTS Hl!PIEIN SPECJl'IED SHALL BE CONSl•DERl!D DEFECTIVE, AND SUCH PLANTS, WHETHER IN PLACE OR NOT, SHALL BE MARKED AS REJECTED ANO Bl! IMMEDIAH:LV REMOVED FROM THE SITE OF THE WORK AND REPLACED WITH ACCEPTABLE PLANT MATERIALS. THE PLANT MATERIALS SHALL MEt,T ALL APPLICABLE INSPECTIONS REQUIRED BY LAW. ALL PLANTS SHALL BE OF THE SPECIES, VARIETY, SIZE, AGE, FLOWER COLOR AND CONDITION AS SPECIFIED HEAl!IN AND/OR AS INDICATED ON HIE 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. . 11 1111Jl.1Illll A. ALL UTIUTll!S (W4Tlfl AN1D ILl!CTl'IICIT'I') U,IU!II DU~IN:tJ THI! INSTALLATION OF THE LANDSCAPING ANO IRRIGATION SYSTEMS FOR THIS PROJl!CT SHALL Bl! PAID FOR BY THE OWNER. DURING THI! MAINTENANCE PERIOD, THE OWNER SHALL BE RESPONSIBLE FOR PAYMENT OF THE UTILITIES. IH'•'CH<CIM<G OF PLANT MATERIALS AND SOIL PPll!l'ARATION ANO SOIL PREPARATION CONFORMANCE TEST: . 1 AFTEA INSTALLATION OF PLANT MATl!PIIALS, IUT PPIIOPI TO TH I! PRE-MAINTENANCE INSPECTION, THE ARCHITECT, WITH THE HERETOFORE SPECIFIED SIGNED COPIES Of THE AEQUIREO CERTIFICATES, TRIP SLIPS AND INVOICES FOR THE PLANT MATl:RIALS AND RELATED ITEMS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA ANO/OR THE AMOUNTS SPl:CIFIED. IF THE MINIMUM AMOUNTS HAVE NOT BEEN FURNISHED, THE ARCHITECT WILL REQUIRE THI: INSTALLATION OF ADDITIONAL MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED. . 2 UPON 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 SUCH MATERIAL, COMPARING THE TOTAL AREA OF EACH OPERATION. IF THE MINIMUM RATES Of APPLICATION HAVE NOT BEEN MET, THE /1.RCHITECT WILL REQUIRE THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUM APPLICATION REQUIREMENTS SPECIFIED. ,4 •• l'IAN'DOM SOIL SAMl'Ll!S Of IUPFICll!N'r QUANTITY TO II I REPRES!!NTATIVI! OF THE ENTIRE SITE SHALL BE TAKEN BY THE CONTRACTOR PRIOR TO BEGINNING WORK. THE ARCHITECT, IN THI! PRESENCE OF THE CONTRACTOR, SHALL INDICATE ON THE PLANTING PLAN WHERE SOIL SAMPLES SHALL BE 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 SUITABILITY CONFORMING TO THE METHODS OF THE UNIVERSITY OF CALIFORNIA EXPERIMENTAL STATION AND USDA, ALONG WITH 2.4 GUYING MATl!RIALS: .1 .2 .3 GUY WIRES SHALL SI! OF PLIABLE:, ZINC-COATl!D STEEL OF NO, 1 2 GAUGE. ANCHORS (DEADMEN) FOR HOLDING GUY WIRES SHALL Bl! 4 INCHES X 4 INCHES OF SOLID LUMBER, 1' -6" IN LENGTH. HOSE FOR COVERING WIRE SHALL BE OF 2-PLY Jill!INFORCEO RUBBER, USED OR NEW, GARDEN HOS!! TYPE OF AT LEAST 1/2 INCH IN DIAMETER . Rl:COMMENDATION FOR CORRECTlljG /,,NV DEF\C,l!,)'ICJ' IN THE SO. IL. ~l'Hrf' -:!l?ll, 11r6f ~M;'..4t::lt'-110IJ-? 10 c,1,y l~fC'lt F',::,f<. ~ fF.1.,.1'-'T'I? A-Ml!f..lot..lc,, ~11.,, . 4 A SAMPLE OF THE SOIL AMENDMENTS SHALL BE DELIVERED TO THE ARCHITECT WITHIN 15 DAYS AFTER RECORDING OF THE CONTRACT FLAGS, TO BE ATTACHED TO GUYS, SHALL BE OF SURGICAL TUBING, 1/8 INCH IN DIAMETER AND FOUR FEET LONG, OF UNIFORM THICKNESS. f'DR 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 . 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 ABOVI! TESTING BY THE SOILS LABORATORY SHALL BE BORNE av THE CONTRACTOR. 2.1 . I TREE TIES SHALL BE BORDON CINCH-TIE OR APPROVED EQUAL PLANT MATERIALS: . 1 PAftI 2 • P'f!Opurn NDMENCLATURI: THE BOTANICAL AND COMMON NAMES OF PLANTS HEREIN SPECIFIED CONFORM WITH THE APPROVED NAMl!S GIVEN IN "AN ANNOTATl:D 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 CALll'ORNIA", PUBLICATION NO. 3276, PRINTED 1982, BOTH PUBLISHED BY THE UNIVERSITY OF CALIFORNIA, DIVISION OF AGRICULTURAL SCIENCES. SEE LIST OF PLANT MATERIAL ON DRAWINGS. 2. 1 2.2 2.3 SOIL AMENDMENT AND ,l!PITILIZl!R: . 1 SOIL CONDITIONl!R 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 (ORY WEIGHT BASIS) MOAE THAN 90%, NON-IONIC WETTING AGENT ANO TOTAL NITROGEN CONTENT OF 0.5%. (LOAMEX, WIL-GRO, LIFE FOREST HUMUS). .2 GYPSUM SHALL BE A COMMERCIALLY PROCESSED AND PACKAGl!D GYPSUM (CASO 2H20) WITH MINIMUM 80% GRADE CONTAINING 14% COMBINED SULFUR. IRON SULFATE (EXPRESSED AS METALLIC) 19% OF QUALITY APPROVED BY ARCHITECT. .3 . 4 SULPHUR (SOIL) (ELEMENTAL) 99% OF DUALITY APPAOVED BY ARCHITECT. . I FERTILIZER (COMMl!FICIAL) SHALL Bl! 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 PtlOSPHORIC ACID POTASH 1.0% 10.0% 10.0% MINIMUM MINIMUM MINIMUM . I FERTILIZER (COMMERCIAL) SHALL BE LONG-LASTING CONTROLLED RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE- FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIP- MENT, ANO SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD; NITROGEN PHOSPHORIC ACID POTASH 21.0% 0.0% o.o•/4 MINIMUM MINIMUM MINIMUM . 7 FERTILIZEPI (COMMl!PICIAL) 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 OF PLANT FOOD: NITROGEN PHOSPHOAIC ACID POTASH 18,0% 20.0% 0.0% MINIMUM MINIMUM MINIMUM . I f'ERTILIZEII (COMMl!PICIAL) SHALL BE A COMIIINATION OF NATURAL ORGANIC ANO INORGANIC GRANULAR FERTILIZERS WITH CHl!LA'rl!D MINERALS, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PcRCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 7.0% 9.0% 4.0% MINIMUM MINIMUM MINIMUM . I PLANTING TABLl!TS SHALL Ill! TIGHTLY COMPAl!SSED CHIP TYPE COMMERCIAL GRAOI! PLANTING TABLETS, OF VARYING SIZES WITH THE FOLLOWING AVAILABLE Pt:RCENTAGES BY WEIGHT OF PLANT FOOD: NITROGl!N PHOSPHORIC ACID POTASH 20.0% 10.0% 5.0% MINIMUM MINIMUM MINIMUM , 1 0 SOIL ENHANCl!R SHALL llli SAl'IVON. PLANTING BACKFILL: PLANTING BACKFILL SHALL Ill! A THOROUGHLY BLENDED MIXTURI! 0 F EXISTING SITE SOIL AND SOIL AMENDMENTS AT THE FOLLOWING MIXTURE: SOIL CONDITIONEPI SITE SOIL IRON SULFATE GYPSUM 1/3 CU. YO. 2/3 CU. YO . 1 LB./PER CU. VD. OF MIX 10 LBSJPER CU. VD. OF MIX BACKFILL MIXTUl'II II l'OPI BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCRl!ASE QUANTITIES. STAKING MATERIALS: STAKl!S SHALL BE OF LOOGI! POLI PINI!. THES'I! SHALL IIE STRAIGHT SHAFTS, SHAVED ANO CUT CLl!AN AND BARI! 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. 6- DATE INITIAL ENGINEER OF WOAK REVISION DESCRIPTION ,2 • 3 • 4 .s . s .1 -• •• .10 . 11 .12 • , 3 . 14 • , 5 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. CONTAINEA STOCK (1-GALLON, 5-GALLON, 15•GALLON, AND l!IOX SIZES> SHALL HAVE GROWN IN CONTAINERS FOR AT LEAST SIX MONTHS, BUT NOT DVcR 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 Ell! DONE, PRIOR TO Dl!LIVERV, EXCEPT BY WRITTEN APPROVAL FROM THE ARCHITECT. INSPECTION OF PLANT MATl!RIALS, REQUIRED l!JV 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 BJ! 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 Ell REMOVED FROM THE PROJECT SITI! IMMEDIATELY . SUBSTITUTIONS WILL NOT Bl! PERMITTED 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. QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK SHOWN ON DRAWINGS. THE ARCHITECT RESERVl!S THI! 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. IDENTIFY PLANT SPECIES OR VARIETIES CORRECTLY ON Ll!Gll!JLI!, WEATHERPROOF LABELS ATTACHED SECURELY TO THE PLANT. THEA!: SHALL BE A MINIMUM OF ONE LABELED PLANT FOR EACH 5 PLANTS IN A LOT . HYDRO-Sl!ED MIX ANO MATERIALS SHALL 1!11! CALLED OUT ON DRAWINGS. GROUNDCOVER PLANTS SHALL Ill! HEAL THY, VIGOROUS ROOTED CUTTING GROWN IN FLATS UNTIL TRANSPLANTING. PRE-EMERGENT HERBICIDE SHALL BE SURFLAN, TREFLAN, DVMID 011 EQUAL. WEED ERADICATION SPRAY WILL BE ROUNDUP . BARK MULCH SHALL BE FIRBARK CHIPS OR l!QUAL, 1 "-3" INTERLOCKING PIECES PACKAGED IN BAGS OR BALES, UNLESS APPROVED OTHERWISE BY LANDSCAPE ARCHITECT. CITY INSPECTOR MUST RECEIVE AND APPROVE A SAMPLE PRIOR TO DELIVERY OF MULCH TO THE SITE. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "'· LA'7 ~ "AS BUILT" RLA-----EXP, ___ _ REVIEWED BY: INSPECTOR CITY OF CARLSBAD PLW.ING DEPARTIENT PLANTING SPECIFICATIONS FOR: OATE DATE SHF,TS r:.)Qj /if, RANCHO CARRILLO VILLAGE 'H, ASSISTANT PLANNING DIRECTOR DATE INITIAL DATE INITUL OWN BY: ____ , CHKD BY: ___ _ PROJECT Na. CT-97-01 DRAWING NO, OTHER APPROVAL C ITY AP PROV Al RVWO BV I 358-7L CMWD 97-539 : I; \ I ' PMT I • IIC1ICUTIOI 3. 1 IITIE PRIEPAl'IATIOH AMII Wffl'I AaATllltl!HT: 3.11 • 1 GRU'9 AND CLl!AN PLANTIH,G Al'IIEA, ~llil10Vl<M,GI Dl!■l'H• AINO IIIOC11( AND l!;RADICATING WEEDS. • Z W,l!ED ERADICATION SHALL 811 DO•NI TIN (1&j DAYS l'RIOR TO COMMENCEMENT OP' ANY PLANTING OR IRRIGATION WORK. . 'b 0<:t,rit-16, 15f<()ME 1eA~ .5HALL ~ lfi'2Af?tc:AWO /'f2()f-f IV,HT"/1➔~ Al&A. Wl!l'D ABATlMENT . 1 UPON COMPLl!!TION 01' Tttl il'll'HIIIATION SYSTEM AND Al'Tl!R Ol1IIRIS, ROCKS AND EXISTING WEEOS ANO GROWTH HAVE BEEN Rl!MOVED FROM THE PLANTING AREA, APPLY 200 POUNDS OF COMMERCIAL FERTILIZER 21·0-0 PEIi ACRE. • It WATEII ALL ARIAS l!Vl!PIY DAY l'OR TWl!NTY-OMI! (11) CONSECUTIV! DAYS AND UNTIL WEED Sl!l!DS HAVE GERMINATED. CEASE WATERING FOR THREE (3) DAYS ANO SPRAY NON-l!ill!LECTIVE HERBICIDE "ROUNDUP" TO ERADICATE THE GERMINATED WEEDS. TRANSLOCATION OR APPROVED PERIOD SHOULD BE 7-10 DAYS. HERBICIDE APPLICATOR SHALL BE LICENSED BY THE l!ITATI! OF CALIFORNIA. . , I PIAKE ANO HAUL C>1PI' All ll)IAD WIIDl!i TO 112 INCM HLOW THE SURFACE OF THI SOIL. . 4 IF PERENNIAL Wl!l!DS Ofl 011\ASSIII STILL IK111T, Pll!•WATl!l'l EVERY DAY FOR FOURTEEN (14) CONSl!CUTIVI DAYS, UNTIL THE NEW GROWTH APPEARS. Al!-APPLY A NON-SELECTIVE HERIIICIDE. REMOVE WEEPS AFTIPI HERBICIDE HAS ffAD A SUFFICIENT TIME TO KILL. 110lt. CONDITlOfft!NG, l'IIIITILIZING >.ND ROTOTl,LUNCI: . 1 FOR AREAS LISS STl!Efl THAN 2: 1: .a .a AFTl!PI THIE AFIIAII HAl,"1 BIIN D'llfl·l'l'if'PID, TI4 FOLI.CIW1fih1 RATES OF SOIL CONDITIONING ANO AMENDMl:NT MATERIALl!i IHALL IIE EVl!NLV SPREAD OVER ALL PLANTING AREAS ANO SHALL 81! THOROUGHLY SCARIFIED TO AN AVERAGE DEPTH OF SIX INCHES BY FIOTOTILLING A MINIMUM OF TWO ALTERNATING PASSES. AMENDMENT MUST BE INTIMATILY BLENDED WITH SOil. THI! THOROUGHNESS AND COMPLETENESS OF THI: ROTOTILLING ANO INCORPORATION OF SOIL CONDITIONERS/AMENDMENTS SHALL B If ACCEPTABLE TO THI! ARCtllTECT. A. •• C. SOIL CONOlTIONl!PI SOIL SULl>HUA IRON SULFATE GYPSUM $ CU. YO. l"EJII 1,0t:l'lil SQ. FT. 10 LEIS. PEA 1,000 SQ. FT. 20 LBS. PER 1,000 SQ. FT, 250 LBS. PEA 1,000 SQ. FT. RATE 01' Afll'LICATION Ill FOR llilDDING PURJ"OSES ONLY. IOIL TEST MAY IIEDUCE OR INCREASE QUANTITIES. Fl!RTILIZll!R (COMMl!FICIAL): 6·20-20 SHALL IIE AfflUl1ill AT THE AATI OF 40 POUNDS PER 1,000 SQUAIIE FEET ANO SCARIFIED INTO THE TOP TWO INCHES OF FINISH GPIADE. FERTILIZER SHALL Bl! APPLIIEO AFTER LEACHING OPERATION. SAPIVON SHALL Ill! APPLll!D AT THI! RATE OP 1 flNT P'EFI 1,008 SQUARE FEET. APPLY SAPIVON IN AREAS AS RECOMMENDED BY SOIL TEST. FOR BIDDING PURPOSES, ASSUME ALL LANDSCAPE APIEAS SHALL BE COVERED. POtll APIEAlil 2:1 AND STEEPER: Al'Tl!;PI THE APIIA!i HAVE ar■,N IPIAOICATIO 01' Wl!"l'L)I AIIO FINISHED GRADED, THE FOLLOWING RATES OF SOIL CONDITIO'NING MATERIALS SHALL Ill EVENLY SPREAD OVER ALL PLANTING AAE4S. NO SCARIFYING OR ROTOTILLING SHALL Bil REQUIRED. A. GYPSUM SOIL SULP'HUPI IRON SULl'ATI 210 LBI. PER 1,000 SQ. FT. 10 LBS. PER 1,000 SQ. FT. 20 LBS. PEA 1,000 SQ. FT. RATE OF Aflf>LICATIION Ill l'OPI BIDDING PURPOIEl!i ONL'Y'. IOtt. TEST MAY REDUCE 0111 INCREASE QUANTITIES. II. SARVON SHALL Bl! APl'Lll!!D AT THI PIATE OF 1 PINT Pl!ft 1,DOIII SQUARI!! Ft,ET. APPLY $ARVON IN AREAS AS RECOMMENDED BY SOIL TEST. FOR BIDDING PURPOSES, ASSUME ALL LANDSCAPE ARIAS SHALL BE COVERED. nv WATER U!ACHINl/il A, APTl!R COMPLETII l'IMTALLATl01lll A<ti<D Tl!SflNitll ()I' THil IARIGATION SYSTEII AND APPLICATION OF SOIL CON1DITIONING, ALL AREAS SHALL BE DEEP WATER LEACHED ANO COMPACTED ANO SETTLED BY CONTINUOUS APPLICATION OF IAAIGATION WATER UNTIL THE SOIL HAS RECEIVED A MINIMUM OF SIX INCHES OF WATER. •• C:. o. I. I'. di. AFTER GRAPING AND Ll!ACH·ING OP'll!RATION, FOUR SOIL IAMPLES SHALL aE TAKl!!N BY ARCHITECT AND IUflMITTl!O TO SOIL LAIIORATOPIY FOR TESTING. SOIL TEST SHALL Ml:ET THE FOLLOWING REQUIREMENTS: MAXIMUM 3.0 X 10.3 MAXIMUM 7.5 A l'fflCINT Of OIIGANIC M;ATTlfll 10111. tl*T Al'tl·R LIACM'l"lall MAY IIE REQUIRED l!IY ARCHITECT. 1'11!-APPLICATION OF SOIL AMfNDM11!NT AND Ll>.CH!'N,11 OPERATION SHALL BE REPEATED BY CONTFIACTOl'l IF TESTS IHOW A NEGATIVE RESULT. EXPENSE OF TEST, RE- APPLICATION OF A SOIL AMENDMl:NT AND LEACHING OPERATION SHALL 1811! BORNE BY CONTRACTOR. DEEP WATll!PI Ll!ACHING l!IHALL BE DON1E Pl'UOtll TO THE APPLICATION OF THE COMMERCIAL Fl:RTIUZl:A 6-20·21>. NO PLANTING SHALL BE INSTALLED UNTIL APP'FIOVAL HAS llEEN GIVl!N 19Y THE AACfflTECT IN WRITING. ,cARE SHALL IBI TAKEN THAT TH1I RATE DI" APl"LICATION O I' WATER DOES NOT CAUSE EROSION OR SLUFFING Of SOILI, ALL DIP'IIISSIONS, VOIOS, EROSION SCARS, AND Sli:TTLl!D TAl!NCffES GENEPIATED BY THE DEEP WATl!RING SHALL BI: FILLED WITH CONDITIONED TOl>SOIL AND BROUGHT TO FINISH GRADE. Fl'N'i9M (HIA'i.'!IINlli: , 1 l"IN19H Ql'IAb'II SHALL 811 AS Hil10,fCATIO OM C'IVII. INGINIIR'I ANO LANDSCAPE DRAWINGS. • Z FINISH GRADIS SHALL al! lll'l!AIUPIIO Al THI! FINAL WATEA· COMPACTED ANO SETTLl!D SUPIFACE GRADES ANO $HALL BE WITHIN PLUS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS AND GRADE LINES INDICATED ON TffE CIVIL ENGINEERS DRAWING. UNLESS OTHERWISE NOTED, FINISH GRADE SHALL BE 2' Bl:LOW ADJACENT FINISH PAVING SURFACES IN GROUNDCOVEA AREAS AND 1" IIELOW IN LAWN AREAS. •• fti'Hf81111 dlll'IANI lf<f'IM.,L N IHAM»l'III> AT TI-II TOP' 1Uftl'Jr9 01' SURFACE MATIPIIALS. MOLDINQ AND IIOUNDlrte o, TH1I ftAADl!S SHALL H PAOVl'Dl'D AT ALL CHANGES IN SLOPE. AU. UNDULATIONS ANC> Mltl'lllilULAPl,ITtll l1H TH'I fLANTIHQ SUPIFACES RESULTING FIIOM TILLAGE, ROTOTILLINQ, AND ALL OTHER OPERATIONS, SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED. . I THE CONTRACTOR SHALL TAKE ll!VERY l'RECAUTION TO PROTECT ANO AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES DURING GRADING AND CONDITIONING OPERATIONS. . 1 FINAL FINISH GAADES SHALL i'NSUFII! POSITIVI l'll'IAIHAQI! Of' THI! SITE WITH ALL SURFACE DRAINAGE AWAY FROM BUILDINGS, WALLS, ANO TOWARD ROADWAYS, DRAINS, ANO CATCH BASINS. , I FINAL GAADll!S SHALL BE ACCEPTAIILI! TO THE ARCHITECT 11'1!1'01'11 f'LANTING OPERATIONS WILL BE ALLOWED TO BltGIN. . I PLANTING l!IUAFACEI SHALL BE GRADED WITH NO LEIS THAN TWO (21 PERCENT SURFACE SLOPE FOR POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS, PLANtlHG: . 1 THE LAYOU'I" Of L01CATIONI l'OFI IJLAINTI A,tl:> OUTLIN'II O I' GAOUNOCOV'l!R TO BE PLANTED SHALL BE APPAOVID ON THE SITE av THE ARCHITECT, PRIOR TO THEIR PLANTING. ALL SUCH LOCATIONS SHALL Ill CHECKED FOfl! P"OSIIIIILE INTERFEAl!NCE WITH EXISTING UNDERGROUND flPING, 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 THI: AACHITl:CT, DAMAGE TO EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. . .I .f.LANIING TREES, IHBUIS, AND VINES_; A. ALL EXCAVATED HOLES SHALL HAVI Vl!RTICAL li'DIS WffH ROUGHENED SURFACES ANO SHALL Bl! OF THE MINIMUM SIZES •• C • II. ... H. I , J. ,I(. L, Ill. N. Cl. a. INDICATED ON DRAWINGS. HOLl!S SHALL l!IE, IN ALL CASES, LARGE ENOUGH TO PERMIT HANDLING AND PLANTING WITHOUT INJURY OR BREAKAGE OF ROOT BALLS OR ROOTS. EXCAVATION SHALL INCLUDI! THE STRIPPING AND STACKING Of ALL ACCEPTABLE SOIL ENCOUNTEflED WITHIN THE AREAS TO Bl! EXCAVATED l'OA PLANT PITS AND PLANTING BEDS. PROTECT ALL AREAS THAT ARI! TO BE TRUCKED OVER AND UPON WHICH SOIL IS TO BE TEMPORARILY STACKED PENDING ITS RE-USE FOR THE FILLING OF HOLES, PITS, ANO BEDS. EXCESS SOIL GENl!RATl!O FROM THE PLANTING HOLES SHALL BE SPREAD ON THE SITE AS DIRECTED BY THE ARCHITl!CT. PLANTS IN CONTAINIEAS SHALL HAVE THE CANS OPENED IIY CUTTING VERTICALLY ON OPPOSITE SIOES OF EACH CAN WITH NURSERY CAN OPENl!RS, TIH SNIPS, OR OTHER APPROVED INSTRUMENTS FOR THIS PURPOSE. ALL USED CONTAINERS SHALL BE REMOVED TO THE STORAGE ARl!A OR FROM THE SITE DAILY. THE PLANTS IHALL !ti l'LANTUl AT APPl'IOVIID LOCATIOHI WITH THE HE:FIETOFOIIE SPECIFIED CONDITIONEA AND SOIL PLANTING BACKFILL. NO PLANT EXCEPT GAOUNDCOVER SHALL BE PLANTED WITHIN THREE (3) FEET OF SPRINKLER HEADS. NO TREE SHALL BE PLANTED WITHIN SIX (61 FEET O I' SPRINKLER HEADS. THE PLANTS SHALL BE PLACED IN THI PLANTING PITS ON UNDISTURBED GRAbE, SO THAT THE CROWNS OF THE Pl OOT BALLS ARE 1" ABOVE SURROUNDING l'INISH GRADE, AFTER SETTING THE PLANTS, THE REMAINING BACKFILL MATERIAL SHALL SE CAREFULLY TAMPED AND SETTLED AROUND EACH ROOT BALL TO FILL ALL VOIDS, EACH TREE ANO SHAUi SHALL Bl PLACID IN THI Cl!!NTEPI O I' THE HOLE AND SHALL SE SET PLUMB AND HELD AIGIDL Y IN POSITION UNTIL THE PLANTING BACKFILL HAS BEEN TAMPED FROM AROUND EACH ROOT BALL. PLANTING TABLETS SHALL BE l'LACl!O IN EACH f'LANTING HOLE, LOCATED AS PEA MANUFACTURER'S SPECIFICATIONS, AT THE FOLLOWING RATES: (1)·5 GRAM TAIILl:T PIA UNIR AN'D l'LAT SIZE l'LANT. (1)·21 GRAM TABLET PER 1-GALLON CONTAINER, (3)·21 GRAM TABLETS PEA !•GALLON CONTAINER. (5)•21 GRAM TABLETS PER 15-GALLON CONTAINt!R. (1)·21 GRAM TABLET PER EACH 3" OF BOX SIZE. NO P,•LANT WILL BE AICCl!l'TED IF TH! ROOT IIALL i'I ■PIOICIM OR CRACKED, EITHER lilEFORE, DURING OR AFTER THE PROCESS OF INSTALLATION. ALL PLANTS SHALL Bl! THOROUCIIHLY WATIPll!II IN TC) THI l'ULl DEPTH OF EACH PLANTING HOLi! IMMEDIATELY AFTEA PLANTING. ALL TPll!IIS lf'Wctl'll'0 TO Iii! ITAlflD •H1ALL N ITAKl!O Wl'l"H TWO LODGE POLE STAKll!l!i, DRIVEN INTO THI! GPIOUND ON THI SIDES OF THE TREE PERPENDICULAR TO THE PREVAILING WINOS. THE STAKES SHALL BE DRIVEN IN PLUMB AN,D SECURE. lilPECIAL CARE SHALL &IE 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 O'S WITH THE INSIDE DIAMETER OF THE TIE AT 2 OR 3 TIMES THE DIAMETER OF THE TREE AND BY TACKING THE BACK OF HIE TIE TO THE STAKE. (SEE DETAILED DRAWINGS.) ALL TRl!ES SPl!ClflEO TO 1!111 QUYl!D SHALL H GUYl!P AS DETAILED. THE STAKING AND GUYIN'G SHALL 81 ACCOM11"UIHl!D IN SUCH A MANNER AS TO INSURE THE l'FIOPER AND HEALTHY GROWTH ANO SAFETY OF THI: PLANTS, PROPERTY, ANO THE PUBLIC. THI! CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE AND SUBSURFACE DRAINAGE REQUIRED WHICH MAY AFFECT HIS GUARANTEE OF Tt1E TREES, SHRUBS, AND VINES. PRUNING AFTER PLANllN,G SHALL i;IE AEQUIFll!!D ON ALL TREES, SHRUBS, AND VINES WHEN NECESSARY TO PROVIDE THE! SPECIFIED OR APPROVED STANDARD SHAPES, FOAM AND/OR SIZES CHARACTERISTIC TO EACH PLANT. PRUNING MAY INCLUDE THINNING, TOPPING, AND/OR CUTTING AND $HALL BE UNDER THE OIRl:CTION OF THE ARCHITECT. CUTS OVER 314 INCH IN DIAMETER SHALL BE PAINTED WITH APPROVED TREE SEALANT. ALL TREES 24" BOX AND LAIWER SHALL ill! SfOTTl!!D ANO PLANTED WITH A CRANE. ALL TAEEII 24" BOX AND LAFICll!!l'I l!IHALL ltl! SPOTTED IN PLACE PRIOR TO THE DIGGING OF THE HOLi. a., J,7 - I #97-039 - PLANTl'N;Q OPIOUNDCOYE81; A. GROUNDCOVERS SHALL Bl! PLANTl!D IN THI! ARl!AS INDICATED ON THE DRAWINGS. THE GAOUNDCOVEII Pl.ANTS SHALL BE ROOTED CUTTINGS GROWN IN FLATS, AND SHALL REMAIN IN THOSE FLATS UNTIL TRANSPLANTING . I. ALL GAOUNDCOVEA PLANTS SHALL BE PLANTED WITH SOIL AROUND ROOTS IN STAGGERED ROWS, t,VENLY SPACED AT THE INTERVALS CALLED OUT ON THE DRAWINGS, C. THE GROUNDCOVEA PLANTS SHALL BE PLANTED SUFFI· CIENlLY DEEP TO COVER ALL ROOTS AND A PLANTING TABLET SHALL Bl: PLACl:O IN EACH PLANTING HOLE, AS PEA MANUFACTURER'S SPECIFICATIONS, AND SHALL BE IMMEDI· ATELY SPRINKLED AFTER PLANTING UNTIL THE ENTIRE AREA IS SOAKED TO THE FULL DEPTH OF ALL THE HOLE:$ . 0, THE GAOUNDCOVER PLANTING AREA SHALL BE HAND• SMOOTHED AFTER PLANTING TO PROVIDE AN EVEN, SMOOTH FINAL FINISH GRADE. I. GROUNDCOVER SHALL BE PLANTED WITHIN 12" 01' MAIN PLANT STEM WHERE SHRUBS AND TAEl:S ARE PLANTED . I'. A 3" LAYER OF ORGANIC MULCH SHALL BE PLACED IN ALL NON•TUAF PLANTING AREAS LESS STEEP THAN 3:1 HYDPIO-S£EDING GAOUNOCOYERS; A, HYDRO-Sl!l!O SHALL BE APPLIED IN THI ARl!AS INOICATl!!D ON THE DRAWINGS AND AS CALLED FOR PER MIX, B. HYDRO-SEEDING EQUIPMENT: HYDRAULIC EQUIPMENT USED FOR THE APPLICATION OF FERTILIZER, SEED, AND SLURRY OF PREPARED WOOD PULP OR FIBER SHALL BE OF THE "SUPER IIYROSEEDEA" TYPE AS APPROVED BY TttE ARCHITECT, THIS EQUIPMENT SHALL HAVE A IIUILT•IN AGITATION SYSTEM WITH AN OPERATING CAPACITY SUFFICIENT TO AGITATI:, SUSPEND AND HOMOGENEOUSLY MIX A SLURRY CONTAINING 1,200 POUNDS OF MULCH AND SEED. THE SLURRY DISTRIBUTION LINES SHALL BE LARGE ENOUGH TO PREVENT STOPPAGI! AND SHALL PROVIDE EVEN DISTRIBUTION OF THI! SLURRY. THI: c. D. I. SLURRY TANK SHALL HAVE A MINIMUM CAPACITY OF 1,J50 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 PROVIDE UNIFORM DISTRIBUTION WITHOUT WASTE. APPLICATION METHOD: USING THI! WOOD PULP AS A GUIDE, THE EQUIPMENT OPERATOR SHALL SPAY THE SOIL WITH A UNIFORM VISIBLE COAT OF SLURRY, THE SLURRY SHALL BE APPLIED IN A SWEEPING MOTION, IN AN ARCHED STREAM, S 0 AS TO FALL LIKE RAIN ALLOWING THE WOOD FIBERS TO BUILD UPON EACH OTHER, UNTIL A COMPLETI:, EVEN COVERAGE COAT IS ACHIEVED, HVROO-SEEDED AREAS SHALL BE KEPT MOIST AT ALL TIMl!S 20·24 DAYS PLANTING OR UNTIL THE NEW GROWTH Of THE PLANTS IS SUFFICIENTLY WELL ESTABLISHED AS PEA ARCHITECT'S APPROVAL. HYDRO-SEEDED AREAS SHALL BE PROTECTED AGAINST FOOT TRAFFIC AND OTHER use: IMMEDIATl:LY AFTER HYDRO- SEEDING IS COMPLETED BY PLACING WARNING SIGNS AND TEMPORARY TWINE AND FLAGGING AROUND THE AREAS. I'. RE·HYADO-SEl!!DING OF BARE AREAS SHALL BE DONE THIRTY (30) DAYS AFTER INITIAL APPLICATION. Hll'l■ICIDE APPLICATION: PPIE·EM!IIGENT HERBICIDE SHALL BE APPLIED TO GFIOUNOCOVEPI ARIAi ONLY, ANO IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. DO NOT APPLY IN LAWN OR HYDROSEEO AREAS. ARCHITECT SHALL BE NOTIFIED AND PRESENT AT THE TIME OF THE APPLICATION. CLEAN UP: AS PROJECT l'ROGlll!!SSl!S, CONTRACTOR SHALL MAINTAIN ALL Alll!AS IN A Nl:AT 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. "AS BUILT" DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS RLA _____ EXP. ___ _ REVIEWED BY: 1;,,~ ONA £ FU-.-V'1= ~+n. Na. Ll"J ~ .. ~)~SCA,o~ '/ • ~ CITY OF CARLSBAD ;-;,..,,,.,,. ~<.;J~"-"~-;WJ/•:,"-f .. ~ /,,. i-----i-----i----------------1----t---+-----+---i ~ PlANIIING D£PARTll:NT , ,-A_J ,.::;. V ~--, .. :==:::~::::::::=::::::::::::::::::::~===~~ ~ .. PLANTING SPECIFICATIONS FOR: .4,./ -, ~ ~ •, 3 ~1,!,.1 ..., A •[)-1------;--------;------------+--+----+--+----1 RANCHO CA RR IL LO • ~ VILLAGE 'H' ~ ----4,"lj.~ t---t--c-f---------------Jl----t---+--+---l '""::;:;;:;::;;:===================::::::! 0( Cll \ t----t--------i--------------+---t---lc-------+----l r- APPRCJ'AIH,::\ fl EXP. DATE t·,l·'l"t (_!ijAt,J ~ (12e'lY.o Ass I sTANTPLANN 1Nf o1Ri:crnA INSPECTOR DATE 'f-1-91f DATE DATE INITIAL £HG I Nt:ER OF WORK REVISION DESCRIPTION OAT£ !IIITIAI.. DATE !NIT! AL OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: ___ _ RVW0 BY: PROJECT NO, CT-97-01 ORAi/iNG NO. 358-7L CMWD 97-539