The URL can be used to link to this page

Home My WebLink AboutDWG 346-7N; CT 95-02; FOUR SEASONS RESORT AVIARA EAST VILLAGE; 01-36I ·· · ·: --. ;;:11IE ';II" ··-~· -i_J 1,. . [11.:1.1:i, . . ·r--I -----------------------------------ti -------------------------------------------~--------------------r=-=-:,.;_-,..."":_.'h, ~ FUTURE RECYCLED WATER SYSTEM (PRIVATE) a:---,; I RECYCLED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIP,'L WATER DISTRICT'S "CARLSBAD REClAMATION RULES I, REGULATIONS FOR CONSTRUCTION OfRECYCLED WATER MIJNS" DATED OCTOBER, 1993. 2. DRINKING FOUNTAINS SHALL BE PROTECTED fROIJ SPRAY Of RECYCLED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECYCLED WATER ENCROACHMENT ON PUBLIC F ACILITEIS SUCH AS PICNIC TABLES, BBO'S, PLAYGROUNDS, SAND TOT LOTS,ETC. 3. BEST MANAGEMENT PRACTICES SH.ALL 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 RECYCLED WATER LINES ANO POT ABLE WATER LINES IS STRICTLY PROHIBITED. 6, NO SUBSTITUTION Of PIPE MATERIALS WILL BE Al.LOWED 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 REGLlATIONS. * 8. ,HE IRRIGA1'10N SYSTEMS SHALL RUN BETWEEN THE HOURS Of 10,00 P.M. ANO 6:00 A.M. THE FOLLOWING MORNING <SPOT IRRIGATION COULD BE OONE AT A DIFFERENT TIME WITH QUALIFIED SUPERVISORY PERSONNEL). 9. PROVIDE A MINIMUM Of AT LEAST 18 INCHES OF COVER OVER ALL WIRING ANO PIPING. 10 NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH • RECYCLED 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, ALL IRRIGATION HEADS SHALL BE RELOCATEO OR ADJUSTED TO PREVENT .OVER-SPRAYING ON ALL SIDEWALKS, STREET AND NON·DESIGNATEO USE MEAS. •• 12, RECYCLED WATER QUICK COUPLING V.ALVES SHALL BE or A TYPE DESIGNED roR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS(SPD<ES NOT EXCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES) PER CARLSBAD MUNICIPAL WATER 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 WITH THE WARNING 'NON-POTABLE WATER' OR 'RECYCLED WATER', COLOR-CODED CPURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH, PER THE CITY Of CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ALL POT ABLE WATER AND RECYCLED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 16. WHEN A POTABLE WATER LINE AND RECYCLED WATER LINE CROSS, THE RECYCLED LINE SHALL BE INST ALLEO WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE Of POTABLE LINE, FOR A TOTAL OF 20 FEET. 17, A 10 rooT HORIZONT'i. SEPARATION BETWEEN POTABLE WATER AND RECYCLED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MIJST BE INSTALLED ABOVE THE RECYCLED LINE. 18, A MINIMUt.1 Of 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAJNT AINED AT ALL TIMES. * 19, DEVELOPER/CONTRACTOR SH.ALL CONDUCT A CROSS-CONNECTION TEST AND A COVERAGE TEST AS DIRECTED BY THE CARLSBAD IJUNICIPAL WATER DISTRICT ENGINEER OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY IJSE OF RECYCLED WATER. I 20.QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL CONFORt.t TO T1E~~~tiilN,;~TER• QUICK COUPLING VAVLES USED IN RECYCLED WATER SYSTEMS SHALL HAVE ACME TYPE THREADS <SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICIC COUPLER SPIKES> AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO THE VALVE QUICK COUPLING VALVES. QUICK COUPLING VALVES SH.All BE I NELSON NO. 76·48, HUNTER NO. HV100A-RL-NP OR APPROVED EQUPL 21 AN ANNUAL CROSS CONNECTION INSPECTION SHALL BE DONE EITHER BY CARLSBAD 'MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENT AL HEAL TH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY, * 22.0EVELOPER SHALL SHOW THE LOCATIONS Of RECYCLED WATER "00 NOT DRINK" SIGNS ON THESE PLANS. *25,AN ON·SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM WITHIN THE PROPERTY, WITH Tl-£ BASIC CONCEPTS or BACKFLOW/CROSS CONNECTION PROTECTION AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES or THE DESIGNATION WITH CONT ACT PHONE NUMBERS SH.All BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENT AL HE/IL TH AND THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT TOM DELANEY AT (760)804-9632 AFTER HOURS CONTACT TOM DELANEY AT (760)804•9632 44.SHOW ALL PUBLIC AND PRIVATE POTABLE WATER LINES ON THE PLANS, 25 ON >LL RECYCLED WATER SYSTEMS, ALL APPURTENANCES <SPRINKLER HEADS, VJILVE . .BOXES. ETC,) SHALL BE COLOR CODED PURPLE PER AWWA GUIDELINES AND SECTION · 116815 OF THE CJILIFORNIA HEAL TH AND SAFETY CODE. * ITEMS NO'S 8, 19 AND 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE Of RECYCLED WATER. ITEM NO. 22 THE SIGNAGE PLAN SHALL BE A PART Of THIS l,P. BUT THE SIGNS ANO TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE or RECYCLED WATER, SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE Of RECYCLED .WATER ARE TO BE PERMANENTLY POSTED INSIDE THE P,OOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON A 8~i" X 11" SIZED SIGN. · COLOR• PURPLE BACKGROUND WITH 61.ACK LETTERING. r / BLACK LOGO r-PURPLE BACKGROUND I . 36" 12" X 36" SIZE · .016 ALUMINUM'r.060 ABS PLASTIC OR S ICK·ON VINYL SIGNS. ~-1" BLACK LETTERS WAA ING RECYCLED WATER DO NOT DRINK ECYCLED WATER H HANDS />fTER CONT ACTING SUS M OS DESPUES DE USAA ---1" BLACK LETTERS .___ 2" BLACK LETTERS : N ... EAST GUIDELINES FOR RECYCLED WATER USE 1. IRRIGATE BETWEEN THE .HOURS OF 10•00 P.M. ANO 6:00 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. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE or THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH TH£ LOWEST SOIi. INFlTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE ErFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOT AL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUt.1 SOIi. ABSORPTION. .3. 4. 5. 6. 7. a. 9. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL or THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS, PRIVATE LOTS, STREETS AND SIDEWALKS. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL f AILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VAL YES, ETC., SHOULD BE REP AIRED AS SOON AS THEY BECOME APPAAENT. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, ANO 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 IMF,ORMATION BE DISSEMINATED ON AN M..MOST OIJL Y 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 CHANCES !JUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT ST AJIIDAROS. AI..L RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH 3" X 4" IDENTFICATION TAGS. A. TAGS SHALL BE WEATHf:RPROOf PLASTIC, 3" X 4", PURPLE IN COLOR WITH THE WORDS "WARNING RECYCLED WATER • DO NOT DRINK" IMPRINTED ON ONE SIDE_. AND "AVISO -ACUA IMPURA -NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL Bt. PERMANENT ANO BLACK IN COLOR, USE TAGS AS MANUrACTURED BY T, CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SH/>LL BE AT'f ACHED TO EACH VAL VE AS FOLLOWS• 1. 2. .3. ATTACH TO VAL.VE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR ATTACH TO SOl,.ENOIO WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR ATTACH TO VAi.VE COVER WITH EXISTING VALVE COVER BOLT . ALL SPRINKLER HEADS SHJILL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH ANO SPANISH, WITH BLACK LETTERS1 INCH HIGli ON A PURPLE BACKGROUND, THE SIGN SHALL BE PLACf:D SO THAT IT CAN BE REAOIL Y SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. , 10. A PHYSICAL SEPARATION SH/ll..L BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER, SEPARATION SH/ILL BE PROVIDED BY CONCRETE MOW STRIPS, OR OTHER ME:ANS AS APPROVED BY THE WATER DISTRICT AND DEPARTMENT OF ENVIRONMENT N. HEAL TH, INSPECTION PROCEDURES ,. CITY CONSTRUCTION INSPf:CTION SHALL INCLUDE• A. B. c. D. E. F. G. LOCATION Of PIPE LINES. TRENCH DEPTH. REQUIRED SEPARATION CHORIZONT ALLY ANO VERTICALLY). PIPE IDENTlflCA TION POINTS-Of-CONNECTION <POC'S). LOCATION AND IDENTIFICATION OF SPRINKLER HEADS. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECYCLED WATER (If RECYCLED WATER IS USED FOR CONSTRUCTION>. AN APPROVJIL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, ANO BE FORWARDED TO THE COUNTY DEPARTMENT Of ENVIRONMENT AL HEAL TH PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHM..L INCLUDE: .3. A. B. C. D, E. F. G. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA ANO PROTECTION Of AREAS NOT APPROVED FOR RECEIVING RECYCLED WATER. WARNING SIGNS AND LABELS. · QUICK COUPLING VALVES. · , ALL ASPECTS Of rHE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, ANO PONDING. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. REQUIRED PROTECTION OF WELL, STREAMS, RESERVOIRS, ETC. CROSS·CONNECTIO!i. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PART A. PART B•AND PART G DISTRICT FINAL INSPECTION. or THE REVISIONS MUST BE APPROVED BY PUBLIC HE.Al. TH ENGINEER, CITY PLANNING DIRECTOR AND DISTRICT ~~!NEER PRIOR TO IMPLEMENTATION IN FIELD. ~ In Order to Conserve Water ... NOTE: THERE ARE NOT ANY DRINKING FOUNTAINS OR DESIGNATED LEGEND -eu-EXISTING RECYCLED WATER LINE -J.1-EXISTING POT ABLE LINE ---NEW RECYCLED WATER LINE II rt ' NEW POTABLE WATER LINE lid) POTABLE WATER CONNECTION POINT METER AND BACKFLOW REVENTER ~ RECYCLED WATER CONNECTION POINT METER AND BACKfLOW PREVENTER C,iil CONTROLLER LOCATION A "00 NOT DRINK" SIGN -FIRE HYDRANT DECIJ.RATION OF RESPONSIBLE CHARGE I HEREBY DECLARE TiiAT I AM TI-IE v,NDSCAPE ARCH[ECT OF WORK FOR THIS PROJECT, TiiAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN Of THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND TiiAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND TiiAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY Of CARlSBAJ) AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS v,NDSCAPE ARCH[ECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, STORM WATER POLLUTION PREVENTION PLAN, FIRE PROTECTION PLAN, AND ALL CONDmONS OF APPROVAL REI.ATED TO LANDSCAPING. RECYCLED WATER IN USE NO TOME EL AGUA -,'" ~i4t~OOR EATrlN-G~AR-;;E:;-;A-;:S:;:;-;:O~N-;T~~6Y'~·;;~~~N!~·:..:,·~=-c:A~E~R~~oN~-:.....-___ _ CARLSBAD MUNICIP 1"--'~~.,___;--.J DATE~. '20·~ DO NOT DRINK WASH HANDS ftTER CONT ACTING LAVESE SUS MIV-IOS DESPUES DE USAR 18" X 18" SIZE .016 ALUMINUM, ,060 ABS PLASTIC OR STICK-ON vlNYL SIGNS. WATER DISTRICT Ylf,/1N11'1' ALL IRRIGATION BACKFLOW PREVENTORS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST B GIVEN TO THE CITY AND THE CARlSBAJ) MUNICIPU:: WATER DISTRICT. PIPE BEIWEEN THE METER AND TH BACKfLOW PREVENTOR SHALL BE "SCHEDUU:: K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT WWW.cJ,CARLSBAD,CA.US/pDFDOC,HJML?PIP-;ao INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHAU. COIJMENCE WITHIN 10 DAYS Of THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPL.ETaY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. •' J I ) AVIARA RESORT -EAST VILLAGE SHEET TITLE CMWD TITLE SHEET TITLE SHEET IRRIGATION PLANS IRRIGATION DETAILS IRRIGATION LEGEND AND NOTES IRRIGATION SPECIFICATIONS IRRIGATION CALCULA IONS CONST CHG 'A': LOTS 43-48 TO BE , HYDROSEEDED SEE CLOUDED AREAS-SHEETS 4,5, 18, 19,30,31-ALSO SEE NEW SHEETS 18.1-19.1 ~ TITLE REVIEWED BY: SHEET NO.' 1 2 ' 21~ 2.3.23.1-2~. 24 25·27 28 DATE;• ' I [,r I " I " ,, I ~ I I /;'~ i ·q :,lj I ; . ·1, ! : 'ii ' 1:1 i ' l " 1ti _,. ~ I I i I Jj ' I ~ i ! I I I ~ . t 'f ti .------------------------------------------------------ii I 'I 11 l! u :1 GENERAL NOTES; 1. TH! CONTRACTOR MUST NOTIFY THE CITY PLAN CHl:CK CONSUl-TANT J/#0_• bioll·'f4,~!!o 72 HOUl!S (THREE WORKING DAYS), PRIOR TO STARTING CONSTRUCTION, 2. THI LANDSCAPE OR IRRIGATION CONTRACTOR IS TO VERIFY EXISTINQ P,S.I. AT JOB SIT!! PRIOR TO INSTALLING LANDSCAPE IRRIGATION SYSTEM, VERIFICATION SHALL BE MADI WITH THE APPROPRIAT! WATER DISTRICT. 3. ALL REDUCED PRESSUFII BACKFLOW PREVENTERS SHALL BE TESTED AFTER INSTALLATION, RELOCATION, 01'1 REPAIRS BY A CITY APPROVED CERTIFIED TESTER. CALL 438--2722, EXT, 152 FOR. A LIST OF CITY APPROVED CERTIFIED TESTERS, DEVELOPER/OWNER IS RESPONSIBLI! FOR SUPPLYING A COPY OF THI TEST RESULTS TO THE CARLSBAD MUNICIPAL WATER DI$TRICT, 5959 EL CAMINO REAL. •• ,. CONSTRUCTION SCHEDULE: A. B. c. I). PRIOR TO ISSUANCI! OF GRADING PERMITS, THI APPLICANT OR APPLICANT'S AGENT SHALl.i 09TAIN CITY APPROVAL OP A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OP THI SLOPI! PLANTING AND IRRIGATION, SPECIAL CONS!Df.RATION SHALL BE GIVEN TO WATf.fl AND ELECTRICAL SERVICES. IRRIGATION AND PLANTINQ SHALL TAKE PLAC1! AS GRADING PROGRESSES, Ttil SCHE:DllLE SHALL SHOW, TIMING OF CONSTRUCTION OF FREE•STANDING1 RETAINING AND CRIB WALLS IMMEPIATELY AFTER ROUGH GRADING AT !ACH LOCATION IS ACHIEVED, IRRIGATION: A, INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCI WITHIN lO DAYS OP THI! TIME WHEN EACH SLOPI IS BROUGHT TO GI\ADI AS SHOWN ON TH I! APPROVED GRADING PLANS. 8. PLANTING: A. PLANTING AND IRRIGATION FOR THI AREAS DESCRIBED ABOVI UNDER NO, 5 SHALL 81! COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED l'LANS, WliHIN 30 DAYS AFTER THI! IRRIGATION INSTALLATION' FIRST COMMENCES, 7, SLOPE PLANTING STANDARDS: A, B, SLOPES REQUIAINQ EROSIOr,I CONTROL M15ASURES A 9 SPECIFIED HEREIN SHALL BE T!IEATED WITH ONE OR MORE OF THE FOLLOWINQ PLANTING ST r'NDARDS: ' 1 • STANDARD #1 • COVEFI CROP/ REINFORCED STRAW MATTING ' COVER CROP SHALL Bl!i A SEED MIX TYPICALLY MADE UP Of QUICK GERMlll!ATING AND FAST COVERING GRASSES, CLOVERS, Af:lD/OR WILD FLOWERS. $J.IBMIT THE SPECIFIC SEEi> MIX,FOR CITY APPROVAL PIIIOR TO APPLICATION. THI COVE;R CROP SHALL Bli APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. ~rJk:~Fi~ITYsi:; r~G Ti~ ~o1E N3 RECOMMENDED BY ntE M!V"UFACTURER i REINFORCED STRAW MATTlli(l SHAU. REQUIRED WHEN PI.ANllNG OCCURS BETWE~ AUGUST 15 AND APRIL 15 DURING ntE REMAINDER Of ntE YEAR, TiiE COVER CROP AND/OR REINFORCED ~W MATTING MAY BE USED l, STANDARD #2 • GROUNDI COVER I 01111 HUNDRED (100%) Pli;RCENT OP. THE AREA SHALL r, I! PLANTED WITH A GROl,IND COVER KNOWN TO HAVEi EXCELLENT SOIL BINDJNO CHARACTERISTICS (PLANTED FROM A MINIMUM SIXEI OF FLATTED MATERIAL AND SPACED TO PROVIDI! ,FULL COVERAGE WlTHIN ONI! YEAR), . 3, STANDARD #3 • LOW SH~UBS LO\¥ SPREADING WOO~Y SHRUB$ (PLANTED FROM A MINIMUM OF 2-314 IN~H LINERS) SHALL COVER A MINIMUM OF SEVENTY (r0%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE) I 4, STANDARD 14 • TREES AND/OR LARGE SHRUBS TREES AND/OR LARQI t SHRUBS SHALL BE (PLANTED FROM A MINIMUM 01' I GALLON CONTAINERS) AT A MINIMUM OP ON! (1) Pl,ANT PER TWO HUNDRED (200) SQUARE FEET, : AREAS OF AJ>PLICATION • SL Or ES 8:1 OFI STEEPEFI AND; 1 , 3 FEET OR LESS IN I VERTICAL HEIGHT AND AR I! ADJACENT TO PUBLIC 11/ALKS OR STREETS REQUIRE A MINIMUM STANDARD #1 fCOVER CFIOP AND JUTEPJ. 2 . 3 FEET TO 8 FEET lf'I VERTICAL HEIGHT RE Q U IA E STANDARDS #1, f:t AND #3, ' ' 3. IN EXCESS OF S FEET IN VERTICAL HEIGIIT REQUIRE STANDARDS ft, #2, #3 AND t4. ' LANDSCAPE IMPROVEMENT PLANS FOR:' 1 0. 11 • 12, • EA::T VIL ...... ~ CARLSBAD,CA E SITE MAP NO SCALE 3) IDENTIFIED BY THI! CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. D. ARfiAS TO B& HYDROSEEDED SHALL FIRST BE DISKED OR ROTOTILLl:D TO PROVIDI! A FRIABLE, LOOSE SEED BED. SLOPE IRRIGAilON STANDARDS: A, WATER SERVICE (POINT OF CONNECTION) INSTALLATION, TEMPORARY 01'1 PEFIMANENT, SHALL BE IN PLACE TO COINCIDE WITH PLANTING TIMING SPECIFIED IN SECTION E .3-1 Of THE CITY OF CARLSBAP LANDSCAPE MANUAL, B. PIPE f. ON GRADE PIPE IS NOT ALLOWED UNLESS IT IS DEMONSTFIATED TO THE SATISFACTION 01' THI! CITY THAT THE ROCKY CONDITION OP THE SLOPE WOULD PREVENT TRENCHING. IN CASES WHERE ON GFIADE PIPE 19 ALLOWED, IT SHALL BE THI GALVANIZED TYPE OR UVA RESISTANT PVC APPROVED BY THE CITY. LETTER OF CEFITIFICATION (INSTALI.ATION): A, THE LICENSED DESIGNER OF RECORD FOR ALL THE PROJECTS RE:QUIRING LANDSCAPE PLANS SHALL SUBMIT A LETTER T 0 THE CITY STATING THAT THE PROJECT HAS BEEN INSTALLED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. ,AS-BUILTS: A. PRIOR TO RELEASE OF BONDS, AS·BUILT LANDSCAPE PLANS FOR THE BONDED WORK SHALL BE SUBMITTED TO AND APPROVED BY THE CITY, B. CONTRACTOR SHALL DRAFT AS-BUILT INFORMATION ONTO HIS CONSTRUCTION SHEET NO. IRRIGATION SHEET NO. INSPECTION PROCEDURES: INSPECTION OF ntE PROJECT SHALL BE PERFORMED BY ntE LANDSCAPE ARCHITECT OF WORK, OR HIS DESIGNATED AGENT, REFER TO 11-IE SPECIFICATIONS FOR ntE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTAI.S. FOU.OWINO COMPl.£TION OF TiiE WORK, THE LANDSCAPE ARCHITECT Of WORK Will. CERTIFY THAT ntE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING ntE "ANAL LANDSCAPE CERTIFICATION FORM". A REQUEST FOR A ANAL LANDSCAPE INSPECTION BY ntE CITY MUST Al.SO BE MADE BY CALLING ntE INSPECTION REQUEST LINE. "FINAi. LANDSCAPE CERTIFICATION FORM" FAX TO: 760-944-8943. LANDSCAPE INSPECTION REQUEST PHONE LINE 760-602-4602 ALL IRRIGATION BACKA.OW PREVENTORS SHAU. BE TESTED BY A CERTIAED TESTER AND RESULTS MUST BE GIVEN TO ntE CITY AND ntE CARLSBAD MUNICIPLE WATER DISTRICT. PIPE BElWEEN ntE METER AND ntE BACKFI.OW PREVENTOR SHAU. BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFI.OW TESIERS CAN BE FOUND OH ntE CITY WEB SITE AT WWW,Cl,CARLSBAD.CA,USIPQFOOC,HTML?PID•340 NQIE: PRIOR TO ntE START OF GRADING, ntE APPLICANT OR APPLICANT"S AGENT SHAU. OBTAIN CITY APPR/JV/JJ.. OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTIJNING 11-IE TIMING OF ntE SLOPE PI.ANllNG AND IRRIGATION. ntE SCHEDULE SHAU. SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS lt.lMEDIATaY AFTER ROUGH GRADING OF EACH LOCATION IS ACHIEVED. IRRIGATION SHAU. TAKE PLACE N3 GRADING PROGRESSES. INSTALLATION OF IRRIGATION N3 SHOWN OH TiiE APPRO\IED PLANS SHAU. COMMENCE WITHIN 10 D,t.YS OF ntE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE >5 SHOWN OH ntE APPROVED GRADING PLANS. PLANTING AND IRRIGATION FOR ntE SLOPE AREAS SHALL BE COMPLETELY INSTALLEO, N3 SHOWN ON 11-IE APPROVED PLANS. WITHIN 30 D,t.YS AFTER 11-IE IRRIGATION INSTALLATION FIRST COMMENCES, C. SPECIAL CONDITIONS FIELD SET AS WORK PROGRESSES. I& AVIARA RESORT-EAST VILLAGE SHEETTITI.E SHEET NO. CMWD Tlll.E SHEET TITI.ESHEET OONSTRUCTION PLANS CONSTRUCTION DETAllS CONSTBI.Jc:TlON SPECIACATIONS IRRIGATION PU\NS IRRIGATlON DETAILS IRRIGATION LEGEND AND NOTES IRRIGATION SPECIFICATIONS IRRIGATION CALCULATIONS Pl.ANTING PU.NS PLANTING DETAR.S f>LO.NTING SPECIFICATIONS PLANTING LEG CONST CHG 'A": LOTS 43-48 TO BE HYDROSEEDED SEE CLOUDED AREAS-SHEETS 4,5,18,19,30,31-ALSO SEE NEW SHEETS 18.1-19.1 and 30.1-31.1 1 2 3-6 7-11 l2-1e 17·20,18.1-19.1 21-23 .23.1-23.2 24 25-27 28 29·32 30.1-31-1 33 34-35 38 GILLESPIE MOODY PATTERSON. INC, 9404 GENESEE AVE., STE. 140 LA JOLLA, CA 92037-1339 ,---------liP=H=ON=E~N;:O~.:r 858 558-8977 "AS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS RLA----EXP, ___ _ REVIEWED BY: INSPECTOR DATE DATE FOUR SEASONS RESORT AT AVIAAA EAST VILLAGE 1. AREAS GRADED FLATTl;J. THAN 6:1 REQUIRE STANDARD C. CITY INSPECTOR SHALL APPROVE CONTRACTOR AS·BUILTS t1 (COVER CROP) WHE;j° THEY HAVE ONE 011 MOR! 01" BEFORE TURNING THEM OVER TO THE LANDSCAPE THE FOLLOWING CONDITIONS: ARCHITECT, ALONG WITH THI! CITY MYLARS. APPROVED I I " 11 ll ii 1: ., I ' :t cl '( :j )! I " ., ,, 'I ,j ! 11 :! ., :J ,-,. ,) ,, iJ 1\ ·• ' ' :1 !:I ·! ' -:..] I ,1 ! ' I ! :i I ' I I I .I 11 I !'I ! :i I ·1 "! ! ·1 j I ! I 1 ·1 I '.1 ., ' I ; ! l =~~~~~--,-~~ 1) SHEET GRADED PADS NOT SCHEDULED FOR D. LANDSCAPE ARCHITECT SHALL ADO AS-BUILT INFORMATION ~~AS~S~~T~A~_I::::::~~~~=:=;~;;;;:;:;;::=::::;-;::::=::=:=~ IMPROVEMENTS WITHIN S MONTHS OF TO CITY MYLARS AND RETURN THEM TO THI! PLANNING ING OIR~CTDR DATE COMPLETION OF OUGH GRADING, DEPARTMENT. t-oru~cnTEcl"!N"'I"Tl"Al.+----------------+-e-DA""TEC--l-:r""NI"'T.,.,!Al~...,D,..,A"'TE-1..,.IN""'l.,..Tl_.\l.,..1 OWN a I PROJECT Na. ORAWINO NO, ' 2) A POTENTIAL i EROSION PROBLEM AS I!. PLANNING DEPARTMENT SHALL REVIEW AND APPROVE AS· ENGINEER OF WORK REV ( S ION DESCRIPTION i-:O;.::TH.::.ER_AP1..::.:;PR.;.:OV::.::Al:.+-.::::Cl:.:;TY:_J,P..1.:.:PA::.OV:.:Al==-1 CHKO BY: ___ , CT 95-02 346• 7N 2 ,1· DETEFIMINED SY 'HI CITY. . BUILT MYlARS BEFORE ORDERING PRINT PACKAGE, RVWD BY• if :J; '----------f------------------------------------------------=--==================::..iu ij : ·j lllllu.111, .1 ' .. ' ! :1' ' . , , ! ,,,1 ~-'--- 1 I . I I I ~ ~ • I ' ~ I I ~ I ~ I 1 ~ I I i ' I. •1fr . i!I> : ii: ' /l I _t !. ' j ,z I. . I M;, T CHL_ /Nf -- ~-,---~ SE[ SH[[T 4 I -. ""---""" I"' .1/: / .. f I \ \ ---- ------------------________ _.....,...---___.....- ; i I I I I ~rN_HANCED PAv10_J ~DUNT AIN l:lY OTHERS SCORE JOINT c:lfJD CHEEK WALL W/~ANDRAIL ~ STUCCO PILASTER ____ _____ \_J __ P-1)>----- . I . .---~- I STUCCO RETAINING WALL .. ~ -.J .. SEE SHEET 6 FOR POOL fa.REA c·~x-+3 ~ , r1 \. { -. I~.''.~/_ SPA OV[RHEAD ------,•----..... ,-........ _____ _ SEE ARCHl:ECT'S rJLANS ----- ·-·' <l·· ./ , ' -~- ! / u / I r----~-,.· . t---•"•' ~- r-------'"•'~ ---.... -, . , .. DATE !NIT IAL -- ENGINEER OF liORK I - .. =~ MA TC HUN[ -. - -.• .· _SEE SH[[T 4 , I --~-f ''¥,._,c_'7_..:::::.--~---r i ' ' -----·-·-,---( "", . . -~-- . __ _,_. ~-\... _ _( . 1--✓--•--~·r-----~:---, (" ' / \\ . 1---- / 1\ I i t -{ I - -,,,,::-.--- j I I I I I f I I I I . --- -- .. -- ... ----- - I I . .. .. I ---------,___ I I I I I I I -~ I I I I I ·~ STONE RETAINING ~ W/GUARORAIL WALL®'('~) '----- ~IRE PIT •2 ---c_:~~) _________ ./_ __ _.B=B~Q-------@G) I I / 2C f I I I I i 0 10 20 J ---I J KEY r----Of' TAIL \~$ __ S~EET NO. G 40 I INISH SCHEOULF NO SEF SHEET 16 CH/\PHIC SCAL_f iN Fl.I: T• 1"-20' O" L8 ndscape Archilectu;e e Planning Skype.rk Otfk~ Plflza 9275 Sl<ypock Co·,rt, Sllite 150 Sei:n Diego, CA 921·2;3 656,292.2020 • Fox 3582~2.2027 --- /I As BU IL T 11 APPROVED FOR PLANTING AND IRRIGATION ONLY, .... ~ -~rr-INCLUDING PRECISE RLA ___ E X P • ---... -- LOCATION OF PLANTING RFVIEWED 8Y: AREAS ,. ·-----. INSPECTOR DATE -w CIT1LAN?r[ oS~r~~SBALJ SHEETS . ---. ... 3,(,,.. "" ....... . --'5 --~-- ···------CONSTRUCTION PLAN ,QR: ······· ---FOUR SEASONS RESORT AT AVIAR,i\ EAST VILLAGE ., .. --/ /I .. ·•-•" APPROVED . ;: :jt,(_J/ /,-/-(;-zJ ----·-·· .,.,,, "~"- ASSISTANT PLA~!NG DIRECTOR DATE .. ..... INITIAi. DATF INITIAL OWN BY: PROJECT NO. JRAWING NO. I I DAE CHKO BY: ____ CT 95--02 346-?N REVISION DESCRIPTION I--"'"' -----.. OTHER AP0 RQVAL CITY APPROVAL RVWD BY: - 0 N ? "' "' >-- '-' Lu ·o d ITC a. ., :z ------o / / I I I I J t=~=--;:;i?<~~~ I -... -=~-C, •w -~- --~ -'7TF..:-: .. ---- -·-.__ MArcHLiNE: -SEE SHEET J / -- SCORE JOINT ENHANCED PAYING EXPANSION JOINT D 9 STUCCO PILASTER SEE SHEET 6 FOR POOL AREA 20 0 10 20 l GRAPI--IIC SCALE Iii FEET: 1"•20'-0" 40 £ CONST. CHG 'A': STRUCTURES AND ~ IMPROVEMENTS REMOVED FROM LOT 43 \ \. \ DATE INITIAL ENGINEER CF WORK REVISION DESCRIPTION \ \ ~ ·-· ,i _ __ •·_II·· _____ J I I I ; i ' ! ~l I / 0· / "'" CK OF ROLLEu URB I I I ,/ I I I f i / -1-J i I I 41 / "' . 'if I j ;~-71 '{. 1 l ;;1 I 1/! [-lo' ,, I , i .I / , KEY c;?r-DETAIL ~SHEET NO. APPROVEO FOR PLA TING AND IRRIGATION ONL y INCLUDING PRECISE ' LOCATION OF PLANTING AREAS G RLA,----EXP, REVIEWED BY: FINISH SCHEDULE NO. SEE SHEET 16 LT" DATE INSPECTOR OAT[ APPROVED 6·/-o;3 ASSISTANT PLAN ING DIRECTOR OATE DATE IIIJTIM. D T~ JN!TlAL OTHER APPROVAL CITY APPROVAL OWN BYI CHKD BYt ---I PROJECT NO, RVWD BY: CT 95--02 DRAWING NO. 346-?N I ·} I I l :I ' I I : !l I I I '' ' ' ' ' jj I -- -----=--=-~Tri'l", ~--tr" ------ ~ CONST. CHG , , ~ IMPROVEMENTSA~E~§UCTURES AND YEO FROM LOTS 4 4-48 _/' ,,,,,,,,, ,,,,);I"' 20 -0 10 20 GR 40 N'HIC SCALE -IN fE[T, 1"•20'-0" DATE INITl/d. ENG !NEER Cf IIORK I I I I I -~ I I I _J...--f"II! 0 10' ·---~ I DETAIL SHEET NO. FINISH SCHEDULE N SEE SHEET 16 0. -19.1, I J REVISION DESCRIPTION DATE INITIAL OTHER Af'PROV AL DAT£ INITJ/d. CITY APPROVAL FAX, eh~ 8 ILT DATE RLA REV EXP, IEWED BY: INSPECTOR DATE CITY OF CARLS CONSTRUCTION p PLANNING DEPARTMENT BAD F LAN FOR• OUR . SEASONS RESORT AT . EAST VILLAGE AVIAAA APPROVED ASSISTANT PLAN OWN BY• CHKD BY• RVWD BY; NG DIRECTOR I PROJECT NO CT 95-02 I DRAWING NO . _ 346-7N. cw::·• POOL_/SPA DECK ' CED PA G -[, S ENHAN -·_· \\ 9 ~ ~ ) ---c FIRE PIT #5 i i I I , , . . i :: I ' ' l ,1 I I l I :1 a v I II !I 1 J ! // ·' :.:-----! i /' , / / -----< ,,,, ', / \ _..,.---------/,,,, ►-----· _,, { _., \ ' \ ' \ ' \ \ I-- I I I I \ \ CONCRETE SIDEWALK \ ---) ~ .,--- ' ' -: - ENHANCc.D PAVIN~ ,_i)~-9:) SPA DECK PAVING <7~~~9 POOL I . _ --\ ., .. ___ 9_, ; I t' I I SP.A Ti ,,-i:;,c.; ~ __ , --<BX:4)'.I[>(®<LQXm ---------GY OTH[RS ---------\ -M5/i5 )<@(ID --POOL \_s>(,1-,.i\"-:; \ · · _,,. ··-·y·· . 'J l HERS ,,,.-B ' ------, // . PS -\(0_ I - ,., CONCRETE s r l. \ -------<1_;~/L; --~ --, L F=NCE ,-,<C~ WALL W / POO --------<J.1\ ___ ~ / OPr ~1 MET AL GAi I . --{~3x::;~,j .,------ ------:-··-.... ENHANCED flAYING ____ {4x::_9_) KEY /-~?:r DET All_ (-~-SHEET NC. "--E NO .r= __ ~_) -F!NISH SCHEDUL - 1 C 0 j ?O \"'. SEE SH[[ r 16 F'OR PLANTING APPROVED ATION ONLY, DATE 10 :----J 1 --IN I ff I: l l. I Ml ·-• 0' (J' AND IRRIG PRECISE INCLUDINi PLANTING LOCATION 0 EXP.~----RLA-==;:~-;--- REVIEWED • BY· GRAf'HlC: SCA, .. _~ AREAS ~=:!:==+--------·------·--=----=-=== +---_±-,,+==+=j ~=~=-t==~--~---=--===--=--- J NSPECT □R SB \ D I SHEE rs OF CARL 1 3& ~ CITY ING DEPARTMENT L__f__J PL ANN rn:srncrno, "'" ~~~S RESORT AT AVIAR~ FOUR SEA EAST VILLAGE •-s-------0DA TE ~=f==t==------------=-=-_-_ -_ DATE INITIAL DA1l INITIAi OTHER APPROVAL APPROVED ~ --NNING DIRECTOR -~-~-----ASSISTANT PLA PROJECT NC. OWN BY: --I CT 95-02 k,-(-cv DATl -•R OF WORK ENGINEc REVJSJON DESCRIPTION CHKD BY: _ RVWD BY: -- 0 ~ 'i' ~ z D ,-----------------------------------------------------------------------------------------·-------------------------------- -r ----·-WALL CAP / > -\ ~0-n,cr~~"";')--1:•-~-----"-'-'=--"'-"---t1-, ~ ~1 ll 1 ✓ .i-,~ r I/ . I/ I/ / 1/" !HICK Si UCCO :/ 1---~---____ fl.'---'-'---'----(; IA=~H I, RL f AJNING WALL PER .EffGINEER'S. PLANS V I .1-----------';H~O~Rl~Z-'-'R"'-'EB!.!.AR'.'_'_ ~[B _i::~CI N[ LllS PLANS I/ / I.• v v ,• I·' VERT. REBAR PER ENGINEER'S ~----------,P~L"MS I/ I/ I/ GAL V. SI UCCO SCREED (CONT.I --I, . -· ,· --, · __ FINISH GRADE . I/ ·--~= .;k j,;,j,"=¥an1 -- 11./ • / _·-1. I v ~-1111' 1. / / -I V .. V i; 1-_)lJ=- ' , .. ----~ [. _ ; 111~iir1 1_1 ~ .., IL 5'~-.llf=-111 ; Ji(111-:Y1 :~ I C ~Ii I_JI I I 11111~·-.t•fill,11 1· w---v I~ l_ll-' I 11= , _ _____ ·-111 v'. -i-· IL cc..::ld;=JJl -----/- J_ • • ---rr~"= =111 -~. 11:· ~----~--=-111 Ill: Iii_·· =111=111 CONCRETE FOOTING PlR -, .. , ... , --- lNGIN[ER'S PL,4NS A ------0 STUCCO RETAINING WALL SCALE: ","·1' O" 8";:9, I I 0 ,- V / ~tii~~V\o fi{isn · ~~) 51/z" STEEL. PIPE ST AND ... /;PAlt-;T WI HEAT RESISTAJNT / BLACK ENAMEL / ADJACENT CONCRETE PAD SEE Pi AN FINISH GRADE I r-·····-"·-·-·········-·-· ....... . I f--~--,?-,~~. "-. -1 . . " . . 11 I =1 11--. · : = I 1:--1 ~ _ ___I J l, 1 _ 1 1 • . . . . S:' =-:-~_COJl.1PACTED SUBGRADF ITE"" -11 " f ::-=I Ii CONCRETE FOOTING --~-~· ._:____:.i._ ,{'--1-1 1~=~ 111--- _J I I I ---iii 12" : @ ~c~~ ~.~.QUE PEDESTAL I l·······.· .. · . "'"" -- •' _ _._ __ WALl. C/JP +4 HOOPS ~ 16" 0 C ·-.. ····"·· ····- •4 VER f. REBAR (IN CORNERS) 16"x8"x16" CONCRETE COLUMN BLOCK -GROUT ALL CELLS -- ½" THICK s rucco r, \ _ .. ---· . ........ .. \ I ; . . .,-----..... C~EEK WALL / A \ _/ ~ --/' /(;__AL\/~STUCCO _S;RE~D ---· / !CONT.I -.. ___ _::.,,( .. _____ _ FINISH SURr ACE ........ _ -. --:--~{ ... ,< ' I -~ __ 1',,:y-- ·-· I I 1=1 I I~ ·---==!==ic;,"a '7'2 ~-_11!--11· '-"" I 11---: =:::i j · ·· ... ....._ -..__ ··--.... I ------------·-1 ................... ...___ __ .... ________ ;/ \ coNotETE STEPS -------=-'c,c'f1 . ··-· I ----i CONCRETE FOOTING U 2-•4 REBAR l____:=---~~1:" EACH WAY BOTTOM 3'-0"S0 ·, I·-::: ii ,I'---···---·--·· ·- NOTES: I. CARRY CHEEK WALL HORIZONTAL REBAR THRU TO FAR SIDE OF PILASTER. ® STlJCCO PILASTER B ------SCALE: 1"-1'-0" RI\\;% FINISH SURf ACE / / //~7~-.. // L ~~~ / ,---;/ L_ ... -··· , 4" l HICK STONE VEN~~'~----<25> ," f-lNISH GRADE ~ . / / . r 11 I I/ ~~~-~~c~-~-~ ~ L _ !Jfrf~ ~- - ~h<'--~ :;: .. ::_;;: . •4 HORIZ. Rf8AR Ill 24" Q( 8"x8"x16" CONCRETE BLOCK ----"--"'"-··----··-- CROUT AL l. CFLLS •4 VERT REBAJR © 24" O.C. CENTER IN WALL AJ. TERNA TE BENO IN FOOTING L IT--:-, ... CONCRETE FOOTING ........ t~i ... _ -2-•4 REBAR CONT-:·B01 lOM · ··· 11 1 '--3-+,, ----~ 1 ,-- 1 =--~JTTc'..! 901 coMPACTED suaGRADL --1' 2·-0· ___ 111 :=.Ii +----- ©-~Al_-~,-~.-~c-~_R_E_T_Al_N_IN_G_S_E_ .. A_T_W_AL_L_ 8 _ 119 • 9 _ 6 - - "' '• I • • I ' r lj .r ' '\_:··· l ---- .f· ·····-- ,r<---· . I ' ' ·····-······· .. ( ..... --. - I I ' ,,/ / / -, __ w_; ____ -"_ -_-_-_ //. . . --i-•-.. .. / / ! / / V / / WAL l.. C: A~) I I I I I ;-- / / / -r I I I I ----....: .. fACf. OF WALL BELOW CMU CAP ---- . ...-··· 1/z" THICK STUCCO (ALL SIDES) -----< 1 ) 1 " X 2' FOAM MOLDING -------'c-'cc--·· ...... -·. .. ""·-····-·-···· =-RAM SET ro WALL © 12" o.: CMU WALL C 1---------------------------- SCALE: 3"•1' J' KEY ;·;:J-DET AJL (\•_-)-SHFET NO. •L· <-~ __ ::.-__ · -· FINISH/MA.TFRIAL NO. SEE SHEET 16 -~ 8/21/96 Landsctt.p.e AroMte-ot"Yr~ • Plann.ing La Jolla Centre 11 02.55 To'llfnc Cenl['c Dr-h·ae, Suit~ 34-0 APPROVED FOR PLANTING AND IRRIGATION ONLY, lNCLUDING PRECISE LOCATION OF PLANTING AREAS .,. ,,----. San Diego, CA 92121-3002 858.550.15?5 • r~:z eoa.550.1sso -------·•· -·------DATE RLA-. EXP. __ _ REVIEWED BY: ---•--INSPECTOR DATE ----+----~---···=---=----________ -------+----1~~-+------+-·------= fsiiml7 CITY OF CARLSBAD l2_j PLANNING DEPARTMENT -----·· . ---·····--· .. ·-· '----·--+----+----+--·-··-· ·- --t----+·------------··-···----+----+---f---+--·· CONSTRUCTION SPECIFICA-IONS FOR: --+----··-···-···---······--------·-.... ····· --+-----f----··----1 FOUR SEASONS RESCRT 1~T AVIARA ----+----+----------· . --·--------j--+-- ·---+---+------····---··-.. ---+------,-····+---+----l EAST VILLAGE --~=====;:;:::::::============~ f---+----+ ------------· -------+-.. , '.'" ----+-----f- I APPROVED z;.f:~ b-/. dz)__ __ . ------<--.. ----------· ·····-----+----+--f----+-----1 f---+---+---·---. --~··· --·····-----+-... •--+--~-+------+--·· ~-- ASSISTANT PLANNING DIRECTOR JATE ···----+----+----+-----f-•-·--~::::;;::::====~========:;-;:====::::: !---::---:=-+---+~------~--------+----+-~+---+--~ OWN BY: PROJECT 90□, DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL REVISION DESCRIPTION CR,HVKWDD BBYY:.-·----•~ CT 95-02 346-7N ENG !NEER OF WORK ___ _j_o~T:H(.:._R _:AP:_:PR::.,ov~AL:._L_:C I'..:.TY:._A::P:_:PR~OV~AL~===::::::===~=::::::======~====~ '------'---------- ~--+---+----------- L--------------------------------------------------------------------------------------------------------------------- 0 "" 0 I = "' 0 ;z: >-,, w ~ a "' CL « °" 0 ...-------------------------------------------------------------------------------------------------------------------------. I / ; I I I 1----.. -----+ CONCRETE STEPS . -- ' I ... . I ' -.. . ·:--1 I I WALL CAP /·c .\ --------~--------+ .. -l \7 ---rn •4 VU\f. RlB.AR IQ 24' O.C. ..... -"""" ··--CENT FR IN WALi. ALTERNATE BENC 11' FOOTING r·-------LL' ----L-i, 1--_:: ~~:N4c_R:lTBEA~:t;~~ca-OT--oM -·--"I U·· --:tl I • /1= 90/. COMPACT ED SUBGRACE F,--, ' ~f------,,-~----~ 11 I J;. ! I l=J 11:: 'i' 2· O" -_:J 11 -11 i ./' A LOW CHEEK WALL SCALE: 1"•"-0" THICKE~ SLAB ON :::RACE ·--·-····· . ,. "-······--·-"· I / 18" 1 •4 REBAJR !,5"· !l 16" 0 C / -------------- / / 11-011 I -,'-··--······· ---------.. ,r- 1 I 2u,--.\ I I I NOTLS 1. FOR 'IISER COUNT SEE CIVIL ENGINEER'S PLANS. lRANSVERSF •4 BAJRS 2 -0" 2. LAP NOSl BAR & D CONCRETE STEPS SCAIF1'·1'0" 3/l~/96 Sllf1 fl[SISTANf ST'llP ,' \ (2(,> \ / •j NO'.il BAR W/12" lONG 90° hOOI< It, TO SIDF w;i.u: (fyf:i" i '4 FLBA~ 16" :JC EACH WAY COLO~ED CONCREI~ SllPS f XI) ANS!DN ,JOit, I / I? I \ .. ~ F NISH SURF ACF / \ { -7 ) '. L/ - " w ,-,--, CONCRETE Sll:.PS - 2:=i z ' -..... :,;; Wz: OIA,_(STDI PIPE HANDRAJ~_/.-,\ ,_;;,; • i STUCCO PIL AS Tf R_Jl_~YO~Q __ /-1;,-~ (WHERE APP~ICABLEl \_ r / ··----·· 1½" DIA. (_ST_QL~_ANlJRAJL POST (BQI_~_ SIDES! 1·3··· \/ SP1\CE 6' O" MAX _ \ /c\ WALi ... CAP ---+-------1 \ / / 3" DIA X 18" SLEEVE FILL WITl-f Pofl ROK -.. _____ .. , _1/z' -Hl(K STUCCQ _ 1 I\ :::ALY. STJCCO SCREED (CONT I\ / FINISH SUf1I AC[ Bf YONO S"x8"x16" CONCRETE BLOCK . --~~ ······--·-··--- GRDUT ALL CELLS •4 clORIZ. REBAR !l 24" 0 C. . -- •4 VERT. REBAR © 24" 0.C. ·······--" "" --___ ,,,, ..... , .......... , .. , .. CENTER IN WALL Al TfRNATE BENO IN FOOTING -~ONC~_(TI FOOTING 2 •4 REBAJR CONT. BOTTOM ·-----·--· ·-·-... --·····-··-··--·-··· .,. ·- - 0 -u-, / OPEN M~_TAL POOL FENCE (A')-- \ k? WALL CAP __ (i >) '·-7 / , __ .. -- ,, ____ ___ L • 11 __ _ ;,+r j __ _ FINISH CRAOE STUCCO WALL {·Ac:°>) \7/ RAILING NO IE S ... ---··. ---+ I 3"i ;, ,r ;, 2' -·0" ' 1 I -' 1 ·1 I I ---I I .... J: li_.J I I 1. 1/4" EX"ilNSION JOINTS !l 16'• CENT:RS 2. WFI.D ALL PIPE PER SDRSD •M-24 3. WELD /IND GRIND SMOO I H ALL CONNLCTIONS 90!. COMPACTED SUBGRADE 4 ALL RAil ING TO BE HOT )IP GAL VAN I ZED AFTER FAR RICA I IOt\ :i. f'lf'l SHALc BE SEAMLESS STEFi ASTM t,':J5 GRADC: [l 6. HANDRAIL EXT[NSION FOR STAIRS, A-ALI. BOTTOM RISERS. SHALL BE 12" PLUS ONF TRFAC WIDTH B CHEEK WALL W /HANDRAIL SCALl 1"·1'-C" "" L r---- MAX. SPACING 5' 0" 0 C ,, ..... . --f ' •• I t=i I ' f...-• I I 1 1 '---------h-"" +---~------ RAJclNC NOTES, l 1// lXPANSION JOINTS IQ 16';_ CEl'<TERS ? WEl D AJJ Plf'E PFR SDRSD •M-24 1 WEI.D AND GRIND SMOOTH ALL CONNECTIONS 4 Al.I RAILING TO BE rlOT DIP CAJLVANIZED AFTE"R FABRICATION :, PIPF SHAI. RE SEAJMLESS STELL AS !M A53 GRADF 3 i 24" 5 HANDRAJL EXTENSION FOR STAlRS, A~ All LiOI fCM RISERS, SHAll BE 12' PLUS ONE TREAD WIDTH E_ HANDRAIL AT s1··EPS ~2115/99 C 11/z" DIA (STDI STFEl HANDRAIL ;_ -• -----\ 3 ) STUCCO PILASTER /,.--"--., ./ .... B} \., 7_,.,., CONCRETE" STEPS CHEEK WALL W / ""1/INDRAIL ( E,\ I···-1 \ B_,./ c INISH SURF ACE. ·--··--·-··· ··--·--·-···"'""-··· .. ··---·--· +-----+- .. ·-------·-. -I----+-- -----.1..----_ _,_ 812)/96 I----+----+ DATE INITIAL ENGINEE9 OF W-JRK ,r ,., -LLcJJ v,,._ / 3" DIA. X 18" SLEEVE TO SECURE FFNCE FILI. WITH POR ROK. RET AJNING WALL PER ENGINEER'S Pi iifis-· 1N AL. L W / P C) 0 L F. E N C E SCALE 1"0 1'-0" . ___ ,,,,. .. -- ---------- . - REVISION DESCR!Pf!ON ------···-"'"""'•'• .,. __ _ KEY ________ ,,, ________ _ ( ::)-~~~;~ NO. (~) FINISH/MATE'llAL NO. SEE SHEET It ~---····---·-····----~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS .. -~-- I s~u I ., -"""'• " ------•--- 8/)1/96 Lti.n<U3c11pc Archileclurc • Pl.t:t.nl)jn~ La Jolla C:e;ntr~ ll 9255 To1me Cen.lre Dri YB, SuHs 34() Sari Diegc.,, CA 921Z1 3002 868.561.).1~75 00 Fcu: 868.550.1580 11 AS BU I L_ T /I ·--· "'" . ·------DAE RLA . EXP. ___ . ...... ,. REVIEWED BY: ---·,·· ---INSPECTOR DATE - CITY OF CARLSBAD SHEETS PLANNING DEPARTMENT 3l CONSTRUCTION SPFC[f !CAIIONS FJR: . -.. FOUR SEASONS RESORT AT AVIARA -·····--1-···-EAST VILLAGI:: L .. . ___ ,,,,, .. .. ----·-·--·· -----.. APPROVED --;,,:"-·v {,-/_uz) ' .. .. ASS l STANT PL~NG D l RECTOR __ ,_,, __ -DATE DWN BY: PROJECT NO □ DRAWi NI; NU . INITIAL DAI[ DATE : INITIAL CHKD BY; CT 95-02 346-?N -·--··· OTH[R APCRQVAL CITY APPROVAL RVWD BY:_ .. ,,,.., .. _ ··- 0 N ? = "' 0 z a-'-' ~ ,, 0 "' ~ <( ·-------------------------------------'ts 1 -------a--~- 1 - ;;,;': I ·;, ~r l AWN ARE A !SEE Pl ANI CO~CRETE MOW CURR (IB\ SCORE JOIN I ········-"" ····-··--SU NOH •2 S·li1UB AREA lS[E PU-NI ··--.· / _____ - ,1 •.1 <J ~:r , ! I ! ·····-·--·-J L. I I ·-·----., -V . I L l --;),i ~ .. -, 'v'.,-: T" ··-··-'.;'. -·-··--·· --···-· ::·---,~r --.• --· ' 't-' ' ___ 3"_~ 6" •.3 REBAR CONT. ------------- 90/ COMPACTEJ SUBGRADE --···· NOTES 1. REBAR SHALL 'l[ CON"INIJOUS W/12'' OVERl AP 2. PROVIDE1//' f·x~AN:;JO~ cOINI'> © iO' 0 C & 1/8" X 13// SCD~E ,.OINIS © 10' C.C 8 'x8"x16" CONCRE'E BLOCK --···---·---GROUT ALL CELLS •4 HOR:Z. REBAR CONT. f INISH GRADE -·-· . --·----"'""""'"""" , ... \ \ \ NO TES: i-?.1?······ ...... . ···-. I I ro1 ("~ ~ ---~ ' ·········----__ / -~,-6" I / t:--t-· .- ;;-, f---• --,...,_ ·"I I - ___ ,1, -'----+------·1rc·~-1.-1 --- I .. I'·:. :::-·11 I l::-::-1 I ! t ,.. 2'-0" J 1. SE.E SHETT S 1 FOR MA TERI AL SPECS. TILE SEAT'Nf.1IJ ~EYOND _llLE --!_ '7 \ QUARTER ROUND _TILE\ / '.;ovE TILE PIECE EXPANSION JOIN-/)? \ -------------< f OAM FILLER K, NEEDED \ '7 / .. __ ,., CONCRETE SHINN ER WI .1L .. ; · RADIUS FDGES & ,:r REBAR CON 1 \ IO PLAY SURfACE INSTALL PER 1 \@ MANUf" RECOMMFNOATIONS __ -f\, 1/ 12 •4 VERT REBAR ~ 24" 0 C ____ ,,_,, ____ , ___ , __ .. CENTER IN WALL ALTERNATE BEND IN °DOTl"JG CONCRETE CQOlltJ_G 2-•4 REBAR COI\T. BOTTOM 90/ COMPACTED SUBGRADE ½' GAS SHUT -OFF VAL VE /--- / VALVE BOX W/LOCKING COVE'< / ./ , _/_/ ½" DIA GAS PIP[ LINE / r-=-'e=-=·-·-·--·-·~,~=·· / FOR 50,000 GTU/HR A CONCRETE MOW CURB B PLAY AREA CURB AND SEAT WALL ©-~-c~-~E_ 1 "_. 1 P_ 0 l"T_W_A_L_L ______ _ TWO <2l PART POLYURETHANE ------·-------. ,----,---0/F JOINT FLLE"( 6 ~ . co_OR TC MAT(f-i ADJACEN I P.I\VING . . 0 . " I ----·-··· -··· ,, ... ,_ EXPANSION .JOIN' PRD)OLDED POL YFOAM EXPANSION BOA.RD Fll.LER 1/4" -ooLED RAGILS AL_ FDGES f"yi>-- 6x6/WI. 4 x WI. 4/WWF 01NISH C'\ACE sl CENTFR OF 0 ~.S~AB ----./-·;~.:.\'. :. ,:-:;-. 1/s¾" ~ ____ _,, -tj->-'\-······. ,, .. ·.;.(-----,---,---.--,;.· t-_ t1 i -111~---. ·. --=i 11· __ 111 EXPANSION JOINT " THICKENED EDGE WERE CALLED r-or, ONPL1\N'i (TYP ) IOOLFD SCORE vOIN- // ¼" TOOL~D RAJIJS --/ I ALI ... EDGES TYP. 6x6/_wl. 4. x Wl._4/WWF / I INISH GliAD[ © Cf"N I['\ o,_ s~ AB /} . . •• v: 1/~" ; ~-.--.. ;--·. :--c-. _L_ ~~~ • · • · · • ·• 111-~ --ill: __ 11F~ __ _:_ ··-· ----_Jn Ill-Iii ~ SCORf JOIN l TYP NOTES: 1. SE.C: PLANS FOR JOINT LOCATIONS. 2 MAXIMUM SF'ACING OF JOINTS SHALL BE. 8' O" O.C 3. ALL CONCRF fE PAVING l'AT-tRNS, FINISH & COLOR P[R PLANS. D CONCRETE F)AVING JOINTS // SCALE ·"·1'-0" / CONCRL -E SLAB ·· SFE SPECS •J REBAR @ 24" O.C EACH WAY .,-----______ , __ ,, _______ _ @ C[NTER Of SLAB CONCf!l IL BANC W / RF BAR I ... / I / I ST AMPED CCNCRFTE .. I"'\ \ '/ /' \ ----< 23) \'. . FINISH GRADE IN ·-P _ ANT INC AR[ /IS / EXPANSION JOINT I .11 ---- ' I I , I/ \ / I 1' \ 12" 1 \ ,r ------,, / / \ I I J .. \ -.. Ll/~: ____ . . ., . 1 1 i ~1---;-·w-~ -~--+---~~ '""'"·· : . J " ,, . . I.!. • ,·. • l\. " ..., ~~ " ,~ ' " ' ,l' .... •'• !, , Ll I· t. I J•~---··;_'--'1~. • • ' ' •. · •. I·•· ,, ' .. ' ' .: .. -1,_.~- ' -'I•"' ,-.i ."<1 ,~l ,,a., "1_,,:i ,•l 0 ,J ,•l 1 --i J'-·c······· ···-·-------r --,-~.·--··~-. ,-~----~, :r1 .·· I ~Jili_f_l :~ I ;~It !1··:1-;1 1 lr=-1-:JJ ~['.l~n~I :_I =1~-11 -1-1 ··1 -1-111 ·1 ~'.-1111 !_ 11 i 1 11 )Jl--:1._1.~l-:::j ! 11·1-1=1_'.J1·~-1··· 11 IJ 1 . l __ l_l- 1 .. I ' . ,___ ---__ .. ,:::.:.1.1 .I ,1 ... I. ---... _ ,I_JJI 1 CONCRFTE THICKNESS ANO RLINF Ul,Ci::MENT TO Bl DLTERMINED FlY SOILS FNGINE['\ AFTER SOILS 'EST ( f OLLOWING GR1\CING) ~INISH CRACE AT ........ , .. , .. ,. ,. - STRlET AREAS ENHANCED PAVING W / 12 1 1 CON C . BAND SCALF: 1"0 1'·-0' 1/9/'.➔7 .•.. ---· -" --- """ --------- -······"•""""""""""", ~.-,···- DATE INITIAL ENGINEER OF WORK 8i2).'96 . -··-··-·-··-· * s. ----'\fv\:, // 1'.i _ __..,.,..,...---/ (D ' -"····~~------ C ... fJOTF: 1. Pl AC[ :_X;'ANS ON AND SCORE JOINTS AS S·10WN ON PLANS CART TURN--OUT S"'F·I/ ''-1" ,, • l_,f-'IL_ ~ .• ' l) ' KEY CE) '· - I ' ' .-7"---·-\ .. .../ ~-.. ,, .. ,.,,.,, ---- DET AJL SHE.[ T ND. FINISH/MA.TERIAl. NO. SEE SHEET IC APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS I s;u I ----......... - .. . ---·-··-. . ___ , .. --i-----,- Land.scape Ar·.:::hitecture • Planning Le. J,)lln Cea.lre II 9256 Towne Ctinlre Drive, Suite 340 °\.II"--,. .Se.n Diei~o. CA 92121 3002 858.550. 15"1'~ ~ f"1n 858.550.15B0 -11 AS BU I T II ' ••-- ', .. , .. ' --clATE RLA ··--·-· EXP. REVIEWFI) BY: ... ,. INSPECTOR DATE CITY OF CARLSBAD SHEETS PLANNING DEPARTMENT 3t, .. : r· -·····-"'"" .. """ .. """ ••""" CONSTRUCTION SPECIFICATIONS FOR: --········"-"'" ----....... ---""""'""" "' ... ·-,, ___ . -··-···. ------ --·-FOUR SEASONS RESORT AT AVIARA . ------·-·--···"· ...... , .... ,., ,. E.t'\ST VILLAGE ·······-··--""" ,""' -· APPROVED .. ~ oZ) -. -------t-1---··--···-... ,,,,,,~ r•w -....... , ____ . ____ ,, ___ ASSISTANT PLANNl~G DIRECTOR DAT -· --r• DWN BY: I PROJEcr J DAE I~ IT I Al DAie INITIAL NO. DRAWING ~o. REVISION DESCRIPTION CHKD BY: CT 95-02 346-7N OTHER APPROVAL CI TY APPROVAL r·,wo 3Y: - 0 ~ 0 I a'.> "' 0 z >--- (_) w 0 Q QC "- -a: ------------------------·----....16 t - 0 ' -en TOP OF WALL r INISH GRAD[ i .... ·-,r -"--1 . I I ~' i' I I I I I I 11 I I I I --!-----,,J,----,1, 5'-0" O.C. MAX. SPACING ..... 1 ••• ------···----- --·~-----,-----~~ ·---~--~---··· -··· ! ! ; ' ' ' _....,J .. , .. ,· --'"'; - ' I a I~~-< e-__ll--'-'---_u____u _____ '--·-'···-·-···· ' 1,11' .L _ _>. .••• , •• .cL_-'-L~'--~~--r .... 1 "· .:· L. --j '·-·t:: ·~-:: ' I " 11/4' SQ. TUHlJ!AR SHI.L 1()1) RAIi ,lj," S(l IUBULAR STELL '!AILING 1'/4'' SQ. TUBUI .. AR Slffl POSl 3// SQ TUBULAR STU.I .. PICKETS /"""'-\ I -'1,.} \ > -I \ .. ,.,_/ / ".2 \ ' ::, ) \. .... : ·-·-, I \ .. __ _., 3 \ _j .... .,/3\ \ .. / 11/4' SQ. TU.BULAR STELL BOT-OM Rl>JL_<:3\ , .. / W Al L 0-~-:-,~-,-~-0'_M_E_T_A_L_P_O_O_L_F_E_N_C_E_O_N_W_A_L_L _________ Bl)-11* 0 "' - 0 ' N t .-7···· '"' ,. ' I I i ' ' / ! \\I ;1 I . / ' I ' ... ,,,,,. / / I 1,/ -I , , ' -" i-L-~•-•, ·-· , .. ,.l ' -L...J.yj!Ll======'=''::::::':'='= .... .,t ···--------·-'-- -+---;-' -----1 '---· i B ~---~ I I J12" rll.~ 1 OPEN MET AL SCAl E= ¾"·1'-D" GATE . en -N ' ' . ..l .. -e----- _.----· HEAVY DUTY SFLF · CLOSING GAl L IIINGf. ------·--· -·••"'""' ···--.. ,,., .... 13 LOCATIONS) ~1'/4" j_Q. TUBULAR STEEL TOP RAil., BOTTOM RAIL, POST & RAILING OPEN METAL POOL FENCE 8" DIA. STEEL DOOR PLATE HANDLl SURF.ACE. SHALL BE FLUSH W/GA E f RAM[, BOTH SIDES \ 3> /A \ 10 I . / 3 \ . I ORNAMENT AL SEU -L.ATCHING LEVER ,AC flON · ·-·-··-·-HANDLES TO MAfc11 ARCHITECTlmAt I RLNCH DOOR FITTINGS. LAICH & kJY ON BOIH SICFS WITH ROOM ~EY. ¾" SO TUBULAR STEEi. PICKETS I_ 3\ ' ' ', / i -- I J_ . __ tl~(S.H GRADE i CONCRE~E POST FOOTING tl 71/lD -· ... ,-, ....... ----···. . ·-----· "'"""·--··----·· ···--· .... ,. __ ,,,_ .... -····----· ., . .. --·-···-· ,,, _____ .. ·--·· --·--- ---· --·-··. .. .. ····--- DATE IN!,IAI. - ...... C \D ' OPFN ME1 AIL GUARDRAIL / \ ~ . .,,,. ·-··-·-··· \ ---- •, / ,~, I i 1::::, . . ...::1 11' --' I 1 1:-. '----·····-··· Iii 11--11-=-~111-. ill / 4" fHIC~ STONE VENEER . -,. ···-······ FINISH GRADE / 3" D!A. X 18' SLEEVt . , . TO SECURE HANDRAIL FILL WITH POR W)K Rf_ I AINING WALL PER ,----------- 1:NGINEER'S PLANS CONCRETE FOOT~G PER . __ ,, ' ·-· , ....... ,,_, __ ENGINEER'S DLANS 90% COMPACTED SUBGRADF S'()NE RETAINING WALL W/ 1-----------------------------·---- SCAl [: "·' D" --... -• ---- KEY / ~'.\ Dl 1 AIL 1\. • :) -SHE FT NO. / ~\ · FINISH/MATERIAi NO. \ \ Sfl SHEET I'° _ .. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS .... L&.n.&cape Archit,}ch:u·e • Plannh1~ La Jolll:l. Centre I[ 9255 Towne Cer:i.tM Drive, Suit~ 340 San Diego, CA 9212\-3002 656.550.1575 -0 Va:;i; 851:L550.1580 -11 AS BU I l_ T I/ ·······-·· -------,·~--,----·-[IA l E RLA_ .. ·-··· . -·-EXP. ---·-.. _._ _., ----REVIEWED BY: ---·--···-··· INSPECTOR CATE - CITY OF SlffElS ·-----------~ 0 o~ft,ESSBA?J ;,{, PLANNING -. .. , ... _ .,.,. -------~· -·--·-·· . •"'" ... ··--···-CONS TRUC l I ON SPECIFICATJONS FCR: ····----· FOUR SEASONS RESORT AT 1\VIAf1A . .... -·------· -. ··--·"','•• -·-····-----,·. EAST VILLAGE . ""'. --·-·-·-- -· --APPROVfO _tt7/t?J2 t,-/~ I ---·-· ··-·-·------_,,,_,, __ ... ,., ...... ---· , .. ~ ,_ .. , ... ASS l STANT PLANNJNC OlRECTOR D~E OWN BY: PROJECT NO-., DRA'YING NO, DATF !NIT I AL DATE INITIAL I I ---......... REVISION DESCRIPTION ---·--~'M •• 0 CHKD BY: CT 95-02 346-7N ENGINEER Of' WORK IITHl.fl APPRJVAL CI TJ APPROVAL RVWO BY: 0 N 0 I w "' D z >-(.) u.J ..., D "' c,. "" L--------------------------------------------------------------------------------------------------------------·--------------------------------li's .------------------------------------------------------------------------------------------------------------------------------·-·-------, @) CONCRETE SHINNFR --------~ <ill Pl AY SURF ACL -BLUE ----~ (j1j~-PL_A_Y_S_U_RF_ACF -GREEN KEY ,-1-, I -' ) '-._,... (2) (~) (4) (5) (Q) (7) (!) N NOTES: "W ~.TER WHOOPEE" -GREEN "DADDY LONG _EGS" -Bl UE "J[T WAV' YELLOW "AOUA ARCH' -GRE~N "WATER CAGE" -YELLOW "BABY LONG LEGS' -flLUE "TOUCH AND GO' ACTIVATOl1 -YELLOW CONCRETE TURTLE W/WATER SPOUf FLUSH MOUNTED DR/>JNAGt INLET I. PLAY F OLNT t\JN COMPONEN f S AV />JL ABl.F TrlRDUGH FOUNT />JN PEOPLF, PO BOX 807, SAN MARCOS, TX (5'21 ,19?-1155 INSTA-L PlR MANUFACTURERS RECOMMENDATIONS 2 CONCRFTF TURTLL AVAILABL: TrlROUGH· DURA ART STON[, 11010 IIV 0 OM, FONT ANA, CA (8001821-1120 FINISf-: l lGH I SAND BLAST CH IL DRE NI s p LA y ARE A COLOR SHLLL-RUST; LEGS & HFM-SLAF GRAY fA\A -------------~ SCALE<'/, '·1'-0' 2' -0" ~ EQ_ ~ EQ ~ FQ Cit -------;( i( 7(------------r EO. [Q_ [Q_ EQ_ 'I EQ_ 2'-0" -----,, , ' I ' I I r--~ -----w-lu_/-----------\--+--1-rn-------jrnf--------Lj -------.~,.J-i-----1C'.lf-------w-~ ill-----------+±=~l-----~ \ ------ (zf/\ ARCfil_TE~TUR/>JL/ NON-STRUCTUR/>JL , COLUMNS POST PE.R STRUCTURAL ENGINNEER FOOTING P~R STRLCTUR/>JL~E-NG-INNEER f ,NISH SURF ACE B SHADE TRELLIS SCI\LE: Vi"-1'-D" J:r::i_t:::'!:: ;~ i I I I I I I I I I I I I I I '-.I I I (' \------1-t-7--c I I I I I I I I I I ! I FRONT ELEVATION 5' 0' ~ _,lk~-----~(T-y~P_) -----------1;/--~-,f 11/" ,// 1--11r-1 , I 2 X t SLATS 2"R--- ~. ~ ~ ~ : k,---,-.------~-----,,;:: ,,::f : \.... _____ ......... ----------.~-----r·-:,~,, ~==::2_,c::_ --::j-~=i:-i::::t+== ... _-=::-, ·-----. <~ -· ,, C - 0 ' -I --··"T I \'·, ',,' ,--, 2" -1/z'I ; I \',, · I ; I I i I I i I I i I I i I i I i I I i I I i I I i I I Ii I i I I i I I i I I i I I i I - J.-il-- 1 I i I I i I I i I ', ' ,, SHADE TRELLIS -SIDE ELEVATION SCA! F-r,·-1 0' 4 X 10 CROSS B~AMS BOL l 10 POST 4 X 10 ~EAMS BOL I ro :oos- POST PFR -------------- STR.JCHJRAL ENGINEEI< : NISH SURF ACE 0---+------.,._ ····-··-,. ------ --------·-··-··-·-·--··--·"····. --------------------- J I . I -I -------t·-· ---- KEY /-;:\-DETAIL 1 \_.-_:) SHEET NO. / \ ' .+--FINISH/MATERIAL :~O. \ / SEE SHEET I& 1 . I I I I I I I I ! I Landscl!l.pe Architecture o!I P1nnnin,g La J·:)lla. Centre II 9265 To'Wne Centr"' D:r-i'tt.l, Suite 340 ,,r----.. San 1He ~o. CA. 92121-3002 868.660.i5n1 °' F!u 85B.650.liao .----------------.----------·-·-----, APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS 11 AS B lJ I L T 11 DATE RLA ____ EXP. __ 1------------·-------R' VI F.WUl BY: JNSPECTOH DATE CITY OF CARLSBAD PLANNING DEPARTMENT .. ' ---------<---------w ---, .. , , ....... ······f'-·---·"""''" ~---------~------------------ ---------+----+--+-----+-----1 CONSTRUCT10N SPECJFICATIONS CQR, 1----t----+-------------------FOUR SE.ASONS RESORT ,AT A\/IARA 0-----+----+----.... , .. , ..... ,.. ,., .... ··-··-··----------+-----+--+---E,I\ST VILLAGE ---------------------- --------f----t-----+------+--, -----:======::::;;q==========~ .. ~---+---------_---__ --+--... _ ... -_--------+·l===---. APPROVED "zj~Jl b-(-dlJ ------······-·····--····-· • •'"• ,-,,•,•a,.~,--••-•••••• ASSISTANT PLANNING DIRECTOR DATE DATE INITIAL ENG I NEER OF WORK REVISION DESCRIPTION --------f-----+-c-cc---+--------11-----1 DWN BY: __ _ f-----DA_f[~[_N r_r I_Al--+-_DA_TE~I_N I_T !_AL-< CHK cl BY: --- OTHH APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. 7 DRAWi NG NO. CT 95-02 _ 346-7N 0 "' 0 I "" "' 0 z c-u w 3 o; CL «.: z ·----~o --------------------------------------------------------------------,-----------------------, PART 1 -GE.N.l: ... RAL 1. 1 GENERAL CONDITIONS: SEJ;_TIQ/'l_ 02463 SITE FURNISHINGS THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARE A PART OF THIS SECTION ANO THE CONTRACT FOR THIS WORK ANO APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1, 2 SUMMARY: THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1. 3 DESCRIPTION: . 1 PROVIDE SITE FURNISHINGS AS NOTED ON PLANS IN ACCORDANCE WITH THESE SPECIFICATIONS AND THE PLANS. 1 .4 QUALITY ASSURANCE: .1 NOTIFY OWNER OF ARRIVAL OF ALL SITE FURNISHINGS ON SITE. INSPECT AND REJECT THOSI:' UNITS JUDGED UNACCEPTABLE. . 2 FURNISH EACH ITEM AS A COMPLETE UNIT, PRODUCED BY ONE MANUFACTURER FOR THE ENTIRE JOB. . 3 STRICTlY COMPLY WITH MANUFACTURER'S DIRl:'CTIONS. 1. 5 SUBMITTALS: .1 SUBMIT MANUFACTURER'S LITERATURE AND DATA DESCRIBING THE PRODUCT TO BE FURNISHED INCLUDING: MATERIALS, SHOP DRAWINGS, AND DETAILED PRINTED INSTRUCTIONS DESCRIBING HANDLING, STORAGE, AND CLEAN UP PROCEDURl':S. 1. 6 JOB CONDITIONS: .1 DO NOT BEGIN INSTALLATION UNTIL WORK WHICH COULD DAMAGE THE UNIT OR INTERRUPT INSTALLATION IS COMPLETE. 1. 7 DELIVERY, STORAGE & HANDLING: . 1 DELIVER ALL SITE FURNISHINGS TO JOBSITE IN NEW UNOPENED SHIPPING CONTAINERS WITH FACTORY LABELS ATTACHED. . 2 STORE SITE FURNISHINGS IN AREAS DESIGNATED BY OWNER AND IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. PARI...2c_PR ODUCIS 2. 1 PRODUCTS SHALL BE AS NOTED ON PLANS: f'l\.RT 3 -l;l(_l;_CUTI.ON 3.1 INSTALLATION: _ 1 ASSEMBLE AND INSTALL ALL SITE FURNISHINGS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND AS SHOWN ON THE PLANS. . 2 GENERAL A. SHOULD FURTHER CONSTRUCTION BE REQUIRED IN AREAS WHl':RI': SITE FURNISHINGS HAVI, BEEN INSTALLED, TAKE NECESSARY PRECAUTIONS TO PROTECT FROM DAMAGE. B. CLEAN UP SITE FURNISHINGS FOLLOWING MANUFACTURER'S INSTRUCTIONS ONCI': CONSTRUCTION HAS CONCLUDED P.AflT_ 1 -GENl':RAL 1 .1 SUMMARY: SECTLQN 025J!.Q SITE CONCR!;Jl;,_jVORK THE Gl':NERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIVISION 1 ARE A PART OF THIS SECTION, AND THE CONTRACT FOR THIS WORK. AND APPLY TO THIS SECTION AS IF REPEATED HEREIN. 1.2 SCOPE: FURNISH ALL LABOR, MATERIAL AND EQUIPMENT Nl':CESSARY TO FURNISH AND INSTALL COMPLETE IN PLACE, ALL CONCRETE, FORM WORK AND REINFORCING AS INDICATED ON THE DRAWINGS AND/OR SPECIFIED HEREIN. 1.3 SUBMITTALS: SAMPLE FINISH: CONSTRUCT CONCRETE SLABS, EACH 2 FEET BY 2 FEET SHOWING THE VARIOUS FINISHES OF CONCRETE. FINISHES MUST BE ACCEPTABLE TO THE OWNER PRIOR TO THE PLACEMENT OF SLABS ON GRADE AND PAVING OF STAIRS. SAMPLES SHALL BE USED TO ESTABLISH QUALITY CONTROL THROUGHOUT THE PROJECT. 1 . 4 GUARANTEES AND REPLACEMENT; .1 DEFECTIVE CONCRETE WORK: CONCRETE FINISH WHICH 15 DAMAGED, WHICH IS NOT PERFECTLY TRUE TO LINE AND PLACE, WHICH DOES NOT PITCH TO DRAIN, WHICH IS NOT THOROUGHLY TROWELED AND PROPERLY SURFACED AS SPECIFIED, WHICH DOES NOT CONTACT AT All POINTS AGAINST A STRAIGHT EDGE, WHICH SCUFFS OR HAS ANY ROUGH TOP SURFACE, WHICH IS CRACKED, WHICH DOES NOT CONNECT PROPERLY TO ADJOINING WORK, WILL NOT BE ACCEPTED AND SHALL BE REMOVED BY THI:' CONTRACTOR ANO REPLACED BY HIM WITH CEMENT FINISH COMPLYING WITH THE REQUIREMENTS OF THE SPECIFICATIONS. . 2 IF WITHIN ONE YEAR FROl\1 COMPLETION OF THIS CONTRACT, SPALLING OR POPPING OF CONCRETE SURFACE OCCURS DUE TO CHEMICAL REACTION OF AGGREGATE OR OTHER CAUSES, THE CONTRACTOR SHALL REMOVE THE OEFECTIVE SLAB AND REPLACE IT WITH ACCEPTABLE CONCRETE AT NO COST TO THE OWNER. 1. 5 REQUIREMENTS OF REGULATORY AGENCIES: ALL '!iORK SHALL CONFORM TO THE GOVERNING BUILDING CODE. COMPLY WITH THE FOLLOWING REFERENCE STANDARDS, UNLESS MODIFIED BY BUILDING CODE, OR HEREIN: "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318-77. "RECOMMENDED PRACTICE FOH i;uNi;Htc 11= SUHMWORK", ACI 347-66. "RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING", ACI 306-66. "RECOMMENOl':D PRACTICE FOR HOT WEATHER CONCRETING", ACI 305-72. "RECOMMENDED PRACTICE FOR SELECTING PROPORTIONS OF CONCRETE", AC! 613-54. "RECOMMENDED PRACTICE FOR MEASURING, MIXING, TRANSPORTING AND PLACING CONCRETE", ACI 304-73. REFERENCED ASTM STANDARDS OF CURRENT ISSUE. CITY OR COUNTY CODES FOR WORK UPON PUBLIC PROPERTY. 1. 6 TESTS AND INSPECTIONS: .1 T_E_S_TS; TESTS OF CONCRETE SHALL BE MADE BY A TESTING LABORATORY APPROVED BY THE OWNER. COST OF SAMPLING AND TESTING Rl"QUIAED BY THESE SPECIFICATIONS SHALL BE BORNE BY THE OWNER EXCEPT THAT ANY RE-TESTING OF NON-CONFORMING . 2 IIIISPE;_CTION INSPECTIONS HEREIN SPECIFIED SHALL BE MADE BY THE OWNER. THE CONTRACTOR SHALL REQUEST INSPECTION FORTY-EIGHT HOURS IN ADVANCE OF THE TIME INSPECTION IS REQUIRED. INSPECTION WILL Bf: REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: UPON COMPLETION Of PREPARATION OF SUBGRADE. UPON COMPLETION OF FORMING. UPON COMPLETION OF REINFORCING. UPON COMPLETION OF CONCRETE FINISHING. WHEN ALL CONSTRUCTION WORK HAS BEEN COMPLETED, THE CONTRACTOR SHALL CALL FOR A COMPLETE INSPECTION BEFORE PROCEEDING WITH THE SOIL PREPARATION AND PLANTING PHASES OF THE PROJECT. 1. 7 LAYOUT OF WORK AND CERTIFICATION OF FINISH GRADES: THE CONTRACTOR SHALL EMPLOY, AT HIS OWN EXPENSE. A REGISTERED CIVIL ENGINEER OR LICl':NSED LAND SURVEYOR, APPROVED BY THE INSPECTOR, TO LAY OUT THI:' WORK OF THE PROJECT, TO ESTABLISH All REFERENCE POINTS SET FOR CONSTRUCTION AND THE CERTIFICATION OF FINISH GRADl':S WITH DRAWINGS AND/OR TO MATCH EXISTING SURFACE;S WHERE APPllCABlE. 1. 8 GENERAL REQUIREMENTS: .1 ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND SHALL IMMEDIATELY INFORM THE INSPECTOR AND OWNER Of ANY DISCREPANCY l!ETWEEN THE DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. ,2 THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT All ADJACENT SURFACES FROM SPLATTERING ANO DEFACING OF ANY KIND. _ 3 REINFORCEMENT SHALL BE STORED OFF THE GROUND AND SHALL BE PROTECTED TO PREVENT RUST AND TO KEEP CLEAN ANO FREE OF GREASE. 011., DIRT AND OTHER OBJECTIONABLE MATERIALS. STORAGE SHALL BE IN Sl':PARATE PILES OR RACKS TO AVOID CONFUSION OR LOSS OF IDENTIFICATION AFTER BUNDLES ARE BROKEN . PART2_-P800.UCTS 2 .1 MATERIALS: . 1 .2 '3 .4 . 5 . 6 PORTLAND CEMENT: ASTM C 150, TYPE I OR II. FOR EXPOSED CONCRETE, USE ONL.Y 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. COLOR ADMIXTURES: USE WHEN PERMITTED BY ARCHITECT AND SHOWN 0111 DRAWINGS. WHERE MORE THAN ONE IS USED, ADMIXTURES SHALL BE COMPATIBLE. COLOR CONDITIONED FUHWORK SHALL BE CURED WITH A COLOR WAX OR CONCRETE SEALER. COLOR ADMIX FOR USE IN INTEGRALLY COLORED CONCRETE ANO CONCRETE COLOR SEALER SHALL BE AS MANUFACTURED BY L.M. SCOFIELD CO. 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. EXPANSION JOINT FILLER: SHALL BE PRE-MOLDED, NON-AS PH ALT FIBERBOARD. HEIGHT AS NOTED ON DETAILS. . 7 JOINT SEALER: ASTM D 1190, HOT-POURED TYPE. ,, 8 STANDARD REQUIREMENTS: ClASS "A" CONCRETI: SHALL CONTAIN NOT LESS THAN 6-112 SACKS OF CEMENT PER CUBIC YARD, AND SHALL BE PROPORTIONED TO ATTAIN A MAXIMUM CYLINDER STRENGTH OF 2,000 PSI IN 28 DAYS. COMPRESSIVE STRENGTHS ARE TO BE DETERMINED IN ACCORDANCE WITH ASTM C-39 g WATERPROOFING MATERIAL: SHALL BE THORO-SEAL, SINAK OR APPROVED EQUAL. .1 0 CONCRETE RETARDANT FOR EXPOSED AGGREGATE PROCEDURE SHALL MEET ASTM STANDARDS. RETARDED -SET WATER REDUCING ADMIXTURE COMPLYING WITH ASTM C 494 FOR STAMP CONCRETE. .11 REINFORCING BARS: ASTM A 615, GRADE 40 FOR Rl':INFORCEMENT IN CONCRl;TE BLOCK MASONRY AND BRICK MASONRY. ASTM A 615, GRADE 411 FOR CONCRl':TE REINFORCl':MENT. BUNDLE AND TAG WITH IDENTIFICATION AND HEAT NUMBER. . 1 2 WIELDED WIRE FABRIC: ASTM A 185, EXCEPT THAT ULTIMATE STRENGTH NEED NOT EXCEED 55,000 PSI. DE:LIVER ANO PLACE FABRIC IN FLAT SHEETS. . 1 3 SUPPORTS ANO SPACERS: TYPES AND SIZES REQUIRl':D T 0 MAINTAIN POSITIONING OF BARS AND WIRE FABRIC IN LOCATIONS SHOWN ON DRAWINGS DURING CONSTRUCTION SHALL BE PRECAST CONCRETE CUBES WITH TIE WIRES .14 CONCRETE MIX DESIGN FOR BOMANITE STAMPED CONCRETE PAVING: PORTLAND CEMENT, AGGREGATES, MIXING WATER, AIR ENTRAINING AGENT PER ABOVE. THE CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,250 PSI. . 1 5 COLOR HARDENER: READY TO USE DRY SHAKE MATERIAL OF SlllCON PIGMENTS FOR USE AT PEDESTRIAN AREAS. HEAVY DUTY HARDl':NER MANUFACTURED OF EMERY AGGREGATE TO BE USED ON ROADS. LITHDCHROME COLOR HARDENER AS MANUFACTURED BY L.M. SCOFIELD. .1 6 RELEASE AGENT; SPECIALLY FORMULATED COLOR MIX TO BE USED WITH BOMANITE TEXTURING TOOLS TO PREVENT THEM ADHERING. . 17 CLEAR SEALER HARDENER: NOXCRETE 309E, A CLEAR, SLIP RESISTANT SEALER FOR ALL CONCRETI: AND STAMPED CONCRETE WORK AS MANUFACTURED BY NOXCRETE. .1 8 STAMPl':D CONCRl':TE: IMPRINTING TOOLS FOR STAMPED CONCRETE PAVING SHALL BE BOMANITE. SEE DRAWINGS FOR PATTERN AND COLORS TO BE USED, .1 9 CURING MEMBRANE: NON-STAINING PAPER CONFORMING TO ASTM C 171, OR 6 Mil THICK POLYETHYLENE FILM. .20 CURING COMPOUND: ASTM C 309, LIQUID Ml':MBRANE FORMING WITH FUGITIVE DYE FOR IDENTIFICATION. COMPOUND SHALL BE COMPATIBLE WITH FINISH TO BE APPLIED THERETO. CURING COMPOUND AND AREAS RECEIVING IT MUST BE APPROVED BY THE ARCHITECT. PART ;i__,_EXECUJ'IQN 3 .1 GENERAL WORK PROCEDURES: 3.2 3.3 WORK PROCEDURES SHALL FOLLOW CUSTOMARY PRACTICES, AND SHALL BE AS SHOWN AND INTENDED BY DRAWINGS, DETAILS, AND SPECIFICATIONS AND SHALL COMMENCE WITH THE STAKING AND ALIGNMENT OF ALL LOCATIONS OF WORK. CONTRACTOR MUST OBTAIN THE INSPECTOR'S APPROVAL BEFORE COMMENCEMENT OF EXCAVATIONS. . 1 MIXING OF CONCRETE: ALL TRANSIT-MIXED CONCRETE SHALL BE MIXED AND DELIVERE;D IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR READY MIXED CONCRETE, ASTM SPECIFICATIONS C-94. . 2 MIX COLORING ADMIXTURE MATERIAL INTO THE CONCRETE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS T 0 ACHIEVE THE COLOR SELECTED. . 3 TESTS OF CONCRETE SHALL BE MADE BY A TESTING LABORATORY APPROVED BY THE INSPECTOR. COST OF SAMPLING AND TESTING REQUIRED BY THESE SPECIFICATIONS SHALL BE BORNE BY TH I': OWNER EXCEPT THAT ANY RE-TESTING CAUSED BY THE CONTRACTOR'S NEGLIGENCE SHALL BE PAIO FOR BY THE CONTRACTOR . _ 4 CEMENT SHALL BE TESTED IN ACCORDANCE WITH THE LATEST REQUIREMENTS OF THE AMERICAN SOCIETY FOR TESTING MATERIALS, . 5 STORAGE: CEMENT SHALL BE STORED IN SUCH A MANNER AS T 0 PREVENT DETERIORATION, OR THE INTRUSION OF FOREIGN M.ATTER. . 6 ARCHITECTURAL CONCRETE, AS DETERMINED HEREIN. SHALL MEAN ALL CONCRETE WHICH IS EXPDSl':D TO VIEW IN THE FINISHED WORK IN CONSTRUCTION OF THE CONCRl:'TE WALLS AND SITTING PLATFORMS. ALL CORNERS IN ARCHITECTURAL CONCRETE SHALL BE PER DRAWINGS. EXTREME CARE SHALL BE TAKEN IN FORMING, POURING, AND VIBRATING OF ARCHITECTURAL CONCRETE T 0 PROVIDE SMOOTH AND UNIFORM PLANE SURFACES AND PLUMB AND TRUE CORNERS. ANY CONCRETE WHICH DOES NOT CONFORM WITH THESE REQUIREMENTS SHALL BE REMOVED AND REPLACED. AS DIRECTED BY THE INSPECTOR. GRADING, . 1 FOUNDATIONS AND WALKWAYS CAN BE FOUNDED ON COMPACTl':D .2 MATERIALS, DRY DENSITY AT LEAST 90% OF THAT DENSITY DETl':RMINED BY ASTM TEST METHOD D 1557-70. EXCAVATE FOR ALL WORK SUFFICIENTLY TO CONSTRUCT WORK TO LINE AND GRADE! AS SHOWN ON DRAWINGS AND AS DIRECTED EXCAVATIONS SHALL BE OF WIDTH SUFFICIENT TO PERMIT PIROPER INSTALLATIONS, CONSTRUCTION AND REMOVAL OF FORMS. , 3 FOOTING EXCAVATIONS SHALL NOT BE LOWER THAN FOOTING GRADING AND SHALL BE DEAD LEVEL IN ACCORDANCE WITH ACCEPTABLE STANDARDS AND PRACTICES AS NECESSARY T 0 PROVIDE A UNIFORM BEARING FOR THE FOOTING. IF SOFT SPOTS ARE ENCOUNTERED, THE SOFT MATERIAL SHALL BE Rl':MOVED AND HAULED FROM SITE AND THE EXCAVATION BACKFILLED AS DIRECTED WITH MATERIAL SUITABLE FOR PROPER COMPACTION. . 4 MAINTAIN PROPl';R DRAINAGE AT ALL TIMES AND Kl':l':P OPERATIONS CLEAN AND FREE FROM ACCUMULATED MATERIALS. FORMS. CONSTRUCTION, PLACEMENT· .1 FORMS: SET FORMS TO CONFORM TO PLANS, SECTIONS AND DETAILS AS DIRECTED. ALL EDGES AND LINES SHALL BE TRULY VERTICAL, HORIZONTAL OR CURVED AS SHOWN ON DRAWINGS. A) FORMS SHALL BE OF THE BEST TYPE FOR THE PURPOSE, RIGIDLY CONSTRUCTED. AND PROVIDING FOR ANY SPECIAL BUILT-IN FEATURES, AS INDICATED . BJ WOOD FORMS SHALL BE FREE FROM CUPPING. WARPING, LARGE OR LOOSE KNOTS. JOINTS SHALL BE BROKEN AND DOUBLE NAILED. WOOD FORMS SHALL BE TREATED WITH THOMPSON WATER SEAL, NAC CRl:TE, OR HUNTS PROCESS TFL, OR APPROVED EQUAL . 2 CONSTRUCTION JOINTS: LOCATE AND CONSTRUCT JOINTS ON CONCRETE FLAT WORK AS INDICATED ON DETAIL. IN ADDITION, EXPANSION JOINTS SHALL BE LOCATED AS INDICATED ON PL~,NS. . 3 BEFORE CONCRETE IS PLACED IN ANY FORM. THE CONTRACTOR SHALL ERECT AND INSTALL AT OR UPON THE FORM WHATl::VER DEVICES, SUCH AS STRETCHED WIRES, PLUMB LINES, ETC., DEEMED NECESSARY BY THE INSPECTOR TO INDICATE CORRECTLY THE AMOUNT AND DIRECTION OF ANY DISPLACEMENT OF THE FORMS WHILE CONCRETE IS BEING PLACED THl':REIN. THE CONTRACTOR SHALL PROVIDE SUFFICIENT CAPABLE WORKMEN ANO PROPER MATERIALS TO CORRECT THE DISPLACEMENT WHICH MAY OCCUR AND TO PREVENT FURTHER MOVEMENT, AS DIRECTED. .4 REINFORCEMENT SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS, TOGETHER WITH ALL NECESSARY WIRE TIES, SPACERS AND SUPPORTS TO INSTALL AND SECURE THE REINFORCEMl,NT PROPERLY. IT SHALL BE FREE OF RUST, SCALE, OIL, GFIEASE, 801110 BREAKER COMPOUND, DRIED MORTAR AND OTHER COATINGS. SANDBLASTING OF THI': REINFORCEMENT SHALL BE EMPLOYED AT THE OPTION OF THE ARCHITl:'CT TO REMOVE ANY OF THE ,~BOYi': COATINGS TD OBTAIN FULL BONO. .5 PLACEMENT OF Rl:INFORCEMENT SHALL BE DONE ACCURATELY AND SECURELY USING CONCRETE CUBES. SUPPORT FOR REINFORCEMENT SHALL COMPLY WITH REQUIREMENTS OF "THI:' CASI MANUAL OF STANDARD PRACTICE". . 6 ALL REINFORCEMENT SHALL BE MADI': CONTINUOUS EXCEPT AS OTHERWISE DETAILED. SPLICES OF REINFORCEMENT IN CONCRETE SHALL 8E MADE BY LAPPING BARS OF 40 GRADE STEEL NOT LESS THAN 30 BAR DIAMETERS. MINIMUM LENGTH OF ANY LAP SHALL BE 1'-6". SPLICES IN ADJACENT BARS SHALL BE STAGGERED 4'-0" MINIMUM. WIRE FABRIC SHALL BE SPLICED BY LAPPING 8" MINIMUM. . 7 ALL DETAILING AND FABRICATION OF REINFORCING, UNLESS OTHERWISE NOTED ON THE PLANS OR IN THESE SPECIFICATIONS, SHALL FOLLOW THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", ACI 315. . 8 CONCRETE SHALL NOT BE PLACED OVER REINFORCEMENT, f'IPES, CONDUIT, FORMS, ETC., UNTIL SUCH WORK HAS BEEN INSPECTED AND APPROVAL GIVEN BY THE OWNER TO PROCEED WITH THE WORK. . 9 BEFORE CONCRETE IS PLACED, FORMS SHALL BE CLEANED OUT AND WET DOWN. GROUND SURFACES SHALL BE DAMP AT THE TIME CONCRETE IS PLACED THEREON. ITEMS TO BE EMBEDDED 1111 THE CONCRETE SHALL BE IN PLACE, AS REQUIRED. 3,5 , 1 0 . 1 1 CONCRETE SHALL BE PLACED BEFORE INITIAL SET HAS OCCllRRED. THE CONCRETE SHALL BE WORKED THOROUGHLY INTO ALL CORNEflS AND ANGLES OF FORMS. CARE SHALL BE TAKEN THA'T NO SEGREGATION OF AGGREGATE OCCURS. IMMEDIATELY AFTER PLACEMENT, THE CONCRETE SHALL BE PROPERLY FORKED BACK ALONG THE FACES OF ALL FORMS, USING STANDARD CONCl~ETE FORKS, SPADES OR OTHER APPROVED EQUIPMENT. IN SCREEDING FLAT WORK, CONTRACTOR SHALL DOUBLE STRIKE-OFF CONCl~ETE AS DIRECTED BEFORE PROCEEDING WITH TROWELING ALL JOINTS SHALL BE TRULY AND ACCURATELY ALIGNED, OF SHARP EVEN WIDTH AS SHOWN ON DRAWINGS. A. INSTALL EXPANSION JOINTS AND WEAKENED PLANE TOOL JOINTS WHERE INDICATED AND AS DETAILED ON THE DRAWINGS . B _ USE STANDARD TOOLS TO PRODUCE ROUNDED !:OGE CORNERS ANO LINE SCORING. _ 1 2 CONCRETE SHALL BE FINISHED TO TAUi':, EVEN LINES AND SURFACES AND LEFT FREE FROM 01':FECTS. MAXIMUM VARIATION OF 118" OUT OF LINE OR LEVEL IN 10 FEET ONLY WILL BE PERMITTED. JOINTS AND EDGES SHALL BE; STRAIGHT AND TRUE AND FINISHED WITH JOINTING AND EDGING TOOLS. A . TROWEL ALL CONCRETE SURFACES UNTIL FREE FROM DEFECTS OR BLEMISHES, AFTER TESTING WITH A STRAIGHT EDGE ANO ELIMINATING HIGH AND LOW SPOTS, B. AFTER REMOVAL OF FORMS, THE DEPRESSION ALONG THE EDGE OF CONCRETE SHALL BE BACKFILLED WITH SOIL AND TAMPED TO PROPER COMPACTION AND GRADE. C. IF Wl':ATHER CONDITIONS ARE SEVERE ENOUGH TO DRY OUT THE CONCRETE SURFACE, THE SURFACE SHAl.l. BE l(EPT MOIST AS DIRECTED WITH A FINE FOG SPRAY UNTIL FINISH TROWELING IS COMPLETED. IJ. ALL FINISHED CONCRETE SHALL BE BARRICADED FOR T~IREE DAYS. BARRICADES SHALL BE PLACED IMMEDIATELY AFTER FINISHING THE WORK. THE CONTRACTOR SHALL FURIIISH, PLACE AND REMOVE ALL OF HIS OWN BARRICADES . .13 APPLY WATERPROOFING TO RETAINING WALL SITUATIONS CAI.LED FOR PER MANUFACTURER'S SPECIFICATIONS. MONOLITHIC SLAB FINISHES: .1 SCRATCH FINISH; APPLY SCRATCH FINISH TO MONOLITHIC SLAB SURFACES THAT ARE TO RECEIVE MORTAR Sl':TTING BEDS FOR TILi': AND OTHER BONDED APPLIED CEMENTITIOUS FINISH FLOORING MATERIAL, AND AS OTHERWISE INDICAT!;D. A. AFTER PLACING SLABS, PLANE SURFACE TO A TOLER~1NCE NOT EXCEEDING 112" IN 10' WHEN TESTED WITH A 1 0' STRAIGHTEDGE. SLOPE SURFACES UNIFORMLY TO DRAINS WHERE REQUIRED. AFTER LEVELING, ROUGHEN SURF'ACE BEFORE FINAL Sl,T. WITH STIFF 8RUSHES, BROOMS OR RAKES. .2 FLOAT FINISH: APPLY FLOAT FINISH TO MONOLITHIC SLAB SURFACES TO RECl,IVE TROWEL FINISH AND OTHER FINISHES AS HEREINAFTER SPECIFIED, AND SLAB SURFACl':S WHICH ARE TO BE COVERED WITH MEMBRANE OR ELASTIC WATERPROOFING, AND AS OTHERWISE INDICATED . A. AFTER SCREENING, CONSOLIDATING, AND LEVELING CONCRETE SLABS. DO NOT WORK SURFACE UNTIL READY FOR FLOATING. BEGIN FLOATING WHEN SURFACI': WATER HAS DISAPPEARED OR WHEN CONCRETE HAS STIFFENED SIUFFICIENTLY TO PERMIT OPERATION OF POWER-DRIVEN Fl.OATS, OR BOTH. CONSOLIDATE SURFACE WITH POWER- DRIVEN FLOATS. OR BY HAND-FLOATING IF AREA IS SMALL OR INACCESSIBLE TO POWER UNITS. CHECK AND LEVEL SURFACE PLANE TO A TOLl':RANCE NOT EXCEl':DING 114" IN 1 O' WHEN TESTED WITH A 10' STRAIGHTEDGE. CUT DOWN HIGH SPOTS AND Fill LOW SPOTS. UNIFORMLY SLOPE SURFt,CES TO DRAINS. IMMEDIATELY AFTER LEVELING, REFLOAT SURFACE TO A UNIFORM, SMOOTH, GRANULAR TEXTURE. .3 TROWEL FINISH: APPLY TROWEL FINISH TO MONOLITHIC 8LAB SURFACES TO BE EXPOSED-TD-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 CONCR!cTE SURFACE BY FINAL HAND-TROWELING OPERATION, FREE OF TROWEL MARKS, UNIFORM IN TEXTURE ANO APPEARANCE, AND WITH A SURFAC!: PLANE TOLERANCE NOT EXCEEDING 1/8" IN 1 0' WHEN TESTED WITH A 10' STRAIGHTEDGE. GRIND SMOOTH SURFACE DEFECTS WHICH WOULD TELEGRAPH THROUGH APPLIED FLOOR COVERING SYSTEM. --, ,j I..1:1.IJ~~i,.p,c; ~\rchihictur" • PlannJ.ng APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS La Joll~ CeJ:J.b~ lI 9206 Towne Centr1ei Drive, Suite 340 '\,1,--,, San DlegQ, CA 92121-3002 "I \ 808.550.1575 • Jax 858.~(j0.1580 "AS BUILT" RL A _____ EXP.------- REVIEWED BY: -------INSPECTOR DATE ~==-=-!-=.-=.~~+--_-_-_-_-_-_-_-_-_--_-----_···_--·-:=_-:=_-:=_-:=_-:=_===---------l-------l------+----+---1L£j CIT\LAN~r~ o£br~~SBAD w !----+---+-----------------.. --+-----+---+---+-------! ~==~=============::::'....':==~ !---+----+--------------· ----------,---1-------l---l----t------t 1----+-----+---------,-------------,•----+----+-----f---+------i 1----·+---+---------------------1----1---+---+-----1 CONSTRUCTION SPECIFICATIONS FOR: FOUR SEASONS RESORT AT AVIARA EAST VILLAGE I-----+-----+-------------------. ----1-----l----1------+--~ ~======:;::;=::;:============= A~--:-~□-;-:-:-T_P_L~A(~r~;~~:::...:::.r-!R_E_C'-,O-R ____ b:_/-_c,zl_DATE-- I-----+----+------------------""'·----------1---1---+----+---, I-----+----+------"---------------------------+-----t--~1----+----i 1----1---,.--.-,+-----., _________________ .......... ------t------jf---+---+-----:::;:,,:::.:::.;;:-=-=-=-=-=-=-=-=-=.::;-;::::;:::;::::;::;::;;::;:;:::::;:==:::;--;::::::::::::::::::= OATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY:____ CT 95-02 346-?N 0 N ? "' C, 0 z >- '--' w -, 0 Q:'. a. MATERIAL SHALL BE PAID FOR BY THE CONTRACTOR. -1----1---+---+-----t OWN BY: ____ .:__ , PROJECT NO. 7 DRAWING NO. OTHER APPROVAL CITY APPROVAL RVWD BY: _ "" z L----------------------------------------------------------------~o --------------------------------------------------------------------------------------------------,------------------------------.... 3.6 3 7 3.8 3.9 . 4 . 5 .6 .7 B. CONCRETE MOW CURBS AND BANDlr,jG SHALL HAVE SMOOTH TROWEL FINISH. FLOAT AND TFIOWEL TO A PERFECTLY SMOOTH FINISH WITH AT LEAST TWO SEPARATE STEEL TROWEL OPERATIONS. APPLY NON-SLIP BROOM FINISH WHERE INDICATED . A IMMEDIATELY AFTER TROWEL FINISHING, ROUGHEN CONCRETE SURFACE BY BROOMING WITH FIBER BRISTLE BROOM PERPENDICULAR TO MAIN TRAFFIC ROUTE. COORDINATE REQUIRED FINAL FINISH WITH ARCHITECT BEFORE APPLICATION. INSTALL TILE PAVING OR PAVERS TO AREAS AS CALLED FOR ON PLANS: A. APPLY MORTAR BED TO SURFACE OF CONCRETE WHERE TILE PAVING IS TO BE LAID. ADJUST MORTAR BED HEIGHT FOR FINE POSITIVE DRAINAGE. B. APPLY TILE TO WET MORTAR BED IN PATTERN ON PLANS, ANO PRESS INTO BED SPACED APART FOR GROUT WIDTH. C. THOROUGHLY BRUSH OUT TILE JOINTS BEFORE GROUTll\jG_ GROUT JOINTS. FORCE GROUT INTO JOINTS TO FILL ENTIRE DEPTH. GROUT FLUSH WITH EOG!;' OF TILE. APPLY CONCRETE SEALER TO ALL COLOR-CONDITIONED CONCRETE WORK PER MANUFACTURER'S SPECIFICATIONS. APPLY NOXCRETE 309E TO ALL STAMP CONCRETE PAVING AREAS. INSTALL STAMP CONCRETE PAVING: A. SPECIAL CONCRETE MIX SHALL BE PLACED AND SCREEDED TO THE PROPER GRADE ANO FLOATED TO A UNIFORM SURFACE IN HI!': NORMAL MANNER. B _ BOMANITE COLOR HARDENER SHALL BE APPLIED EVENLY T 0 THE PLASTIC SURFACE BY THE ORY-SHAKE METHOD USING A MINIMUM OF 60 POUNDS PER 100 SQUARE FEET. IT SHALL BE APPLIED IN TWO OR MORE SHAKES, FLOATED AFTER EACH, AND TROWELED ONLY AFTER THE FINAL FLOATING. C. BOMACRON RELEASE AGENT SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS D. WHILE CONCRETE IS STILL IN THE PLASTIC STAGE OF SET, THE BOMANITE TEXTURING TOOLS SHALL BE APPLIED TO MAKE THE DESIRED PATTERN ANO TEXTURE. E _ THE SURFACE SHALL BE CLEANED TO REMOVE RESIDUAL DUST AND EXCESS BOMACRON REL.EASE AGENT. F. APPLY NOXCRETE 309E TO SURFACE. CURING: .1 GENERAL: PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE 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 ORIE D. 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 llY MOIST CURING, BY MOISTURE-RETAINING COVER CURING, BY CURING COMPOUND, AND BY COMBINATIONS THEFIEOF. . 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 ANO 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 THI;' INTENT OF THE SPECIFICATIONS. THE MAXIMUM PERMISSIBLE DEVIATION FROM TRUE STRAIGHT SURFACES SHALL BE 1/8" IN 10'. THE CONTRACTOR 1$ CAUTIONED THAT ALL SURFACES NOT MEETING THE ABOVE REQUIREMENTS SHALL BE MACHINE GROUND ANO HONED TO COME WITHIN THE ABOVE TOLERANCE OR SHALL BE REMOVED AND REPLACED AS DIRECTED AT THE DISCRETIION 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 lr,jSPECTED 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 81' PATCHED ANO A SPACE OF AT LEAST SIX INCHES WIDE ENTIRELY SURROUNDING IT SHALL BE WETTED TO PREVENT ABSORPTION OF WATER FROM THE PATCHING MORTAR_ A GROUT OF EQUAL PARTS OF PORTLAND Ci:'MENT AND SANO WITH SUFFICIENT WATER TO PRODUCE A BRUSHING CONSISTENCY SHALL THEN 8 E 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 SE SUBMITTED TO THE ARCHITECT WITH ADDITIONAL COPIES TO ANY GOVERNING AUTHORITIES. CLEAN-UP: _ 1 REMOVE ALL EXCESS MATERIALS, EQUIPMENT AND ALL DEBRIS FROM THE SITE. SECTION 03100 C.ONCRETE ... FO.RMWORK PART. 1_-GENERAL 1 . 1 1 2 DESCRIPTION: _ 1 RELATED WORK DESCRIBED ELSEWHERE: A. SITE CONCRETE WORK: SECTION 02500 B. CONCRETE REINFORCEMENT: SECTION 03200 QUALITY ASSURANCE: . 1 . 2 DESIGN OF FORMWORK IS THE CONTRACTOR'S RESPONSIBILITY. STANDARDS: COMPLY WITH ALL PERTINENT PROVISIONS OF THE AMERICAN CONCRETE INSTITUTE {ACI) 347 "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK". 1. 3 SUBMITTALS: . 1 COMPLY WITH SECTION 01300. .2 JOINT LAYOUT: SUBMIT JOINTS LAYOUT FOR CONCRETE WORK. FABRICATION SHALL NOT BE DONE PRIOR TO OBTAINING APPROVAL. PART 2 -PRODUCTS 2 .1 FORM MATERIALS: . 1 FORMS: .2 A. CONSTRUCT FORMWORK FOR EXPOSED (PAINTED OR UNPAINTED) CONCRETE SURFACES WITH SMOOTH-FACED, UNDAMAGED PLYWOOD OR OTHER PANEL-TYPE MATERIALS ACCEPTABLE TO THE ARCHITECT, TO PROVID!o CONTINUOUS, STRAIGHT, SMOOTH AS-CAST SURFACES. FURNISH IN LARGEST PRACTICABLE SIZES TO MINIMIZE NUMBER OF JOINTS. B, CONSTRUCT FORMWORK FOR CONCRETE CONCEALED FROM VIEW WITH ROUGH-SAWN BOARDS OF SOUND GRAD!':. C. FORM CYLINDRICAL COLUMNS WITH PAPER OR FIBER TUBES, CONSTRUCTED OF LAMINATED PLIES USING WATER- RESISTANT ADHESIVE WITH WAX-IMPREGNATED EXTERIOR FOR WEATHER AND MOISTURE PROTECTION. D. PROVIDE FORM MATERIAL WITH SUFFICIENT THICKNESS T 0 WITHSTAND PRESSURE OF NEWLY-PLACED CONCRETE WITHOUT EXCESSIVE ANO OBJECTIONA8LE BOW OR DEFLECTION. FORM TIES: A. PROVIDE FACTORY-FABRICATED, ADJUSTABLE-LENGTH, REMOVABLE OR SNAPOFF METAL FORM TIES, DESIGNED TO PREVENT FORM DEFLECTION AND TO PREVENT $PALLING CONCRETE SURFACES UPON REMOVAL. B. PROVIDE TIES SO THAT PORTION REMAINING WITHIN CONCRETE AFTER REMOVAL OF EXTERIOR PARTS IS AT LEAST 1-112" FROM THE OUTER CONCRETE SURFACE. PROVIDE FORM TIES WHICH WILL NOT LEAVE A HOLE LARGER THAN 1" DIAMETER IN THE CONCRETE SURFACE. C. FORMS COATINGS: PROVIDE: COMMERCIAL FORMULATION FOAM-COATING COMPOUNDS THAT WILL NOT BOND WITH, STAIN, NOR ADVERSELY AFFECT CONCREH: SURFACES REQUIRING BOND OR ADHESION, NOR IMPEDE THE WETTING SURFACES TO BE CURED WITH WATER OR CURING COMPOUNDS. 2 _ 2 DESIGN OF FOAMWORK: _ i GENERAL: A. DESIGN, ERECT, SUPPORT, BRACE, ANO MAINTAIN FORMWORK SO THAT IT Will SAFELY SUPPORT VERTICAL AND LATERAL LOADS THAT MIGHT BE APPLIED, UNTIL SUCH LOADS CAN BE SUPPORTED BY THE CONCRETE STRUCTURE. B DESIGN FORMS ANO FALSEWORK TO INCLUDE ASSUMED VALUES OF LIVE LOAD, DEAD LOAD, WEIGHT OF MOVING EQUIPMENT OPERATED ON FORMWORK, CONCRETE MIX, HEIGHT OF CONCRETE DROP. VIBRATOR FREQUENCY, AMBIENT TEMPERATURE, FOUNDATION PRESSURES, STRESSES. LATERAL STABILITY. AND OTHER FACTORS PERTINENT TO SAFETY OF STRUCTURE DURING CONSTRUCTION, C. EARTH FORMS: SIDE FORMS OF FOOTINGS MAY BE OMITTED AND CONCRETE PLACED DIRECTLY AGAINST EXCAVATION ONLY WHEN REQUESTED BY THE CONTRACTOR AND ACCEPTlc'D BY THE ARCHITECT 3 .1 SURFACE CONDITIONS: . 1 3.2 EXAMINE THE SUBSTRATE AND CONDITIONS UNDER WHICH WORK OF THIS SECTION IS TO BE PERFORMED, AND CORRECT UNSATISFACTORY CONDITIONS WHICH WOULD PREVENT PROPER AND TIMELY COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATIS~ACTORY CONDITIONS HAVE BEEN CORRECTED. FORM CONSTRUCTION: .1 GENERAL: A. CONSTRUCT FORMS COMPLYING WITH ACI 347, TO THE EXACT SIZES, SHAPES. LINES, AND DIMENSIONS SHOWN, AND AS REQUIRED TO OBTAIN ACCURATE ALIGNMENT, LOCATION, GRADES, LEVEL, AND PLUMB WORK IN FINISH STRUCTURES. B. PROVIDE FOR OPENINGS, OFFSETS, SINKAGES, KEYWAYS, RECESSES, MOLDINGS, REGLETS, CHAMFERS, BLOCKING, SCREEDS. BULLHEADS, ANCHORAGES, INS!cRTS, AND OTHER FEATURES REQUIRED. USE SELECTED MATERIALS TO OBTAIN REQUIRED FINISHES. C. FORMS FOR OPENINGS, AND CONSTRUCTION WHICH ACCOMMODATES INSTALLATION BY OTHER TRADES WHOSE MATERIALS AND PRODUCTS MUST BE FABRICATED BEFORE THE OPPORTUNITY EXISTS TO VERIFY THE MEASUREMENTS OF ADJACENT CONSTRUCTION WHICH AFFECTS SUCH INSTALLATIONS, SHALL BE ACCURATELY SIZED ANO LOCATED AS DIMENSIONED ON THE DRAWINGS. IN THE EVENT THAT DEVIATION FROM THE ORAWING DIMENSIONS RESULTS IN PROBLEMS IN THE FIELD, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESOLUTION OF THE CONDITIONS AS AP!'ROVED BY THE ARCHITECT, WITHOUT ADDITIONAL EXPENSE TO THE OWNER. . 2 FABRICATION: A, FABRICATE FORMS FOR EASY REMOVAL WITHOUT HAMMERING OR PRYING AGAINST CONCRETE SURFACES. B. PROVIDE TEMPORARY OPENINGS WHERE INTERIOR AREA OF FORM-WORK IS INACCESSIBLE FOR CLlc'ANOUT, FOR INSPECTION BEFORE CONCRETE PLACEMENT, AND FOR PLACEMENT OF CONCRETE. . 3 FALSEWORK: . 4 . 5 A. ERECT FALSEWORK AND SUPPORT, BRACE AND MAINTAIN IT TC SAFELY SUPPORT VERTICAL, LATERAL, AND ASYMMETRICAL LOADS APPLIED UNTIL SUCH LOADS CAN BE SUPPORTED BY IN-PLACE CONSTRUCTION. FORMS FOR EXPOSED CONCRETE: A. DRILL FORMS TO SUIT TIES USED AND TO PREVENT LEAKAGE OF CONCRETE MORTAR AROUND TIE HOLES. DO NOT SPLINTER FORMS BY DRIVING TIES THROUGI-I IMPROPERLY PREPARED HOLES. B. PROVIDE SHARP, CLEAN CORNERS AT INTERSECTING PLANES. WITHOUT VISIBLE EDGES OR OFFSETS. C. ASSEMBLE FORMS SO THEY MAY BE READILY REMOVED WITHOUT DAMAGE TO EXPOSED CONCRETE SURFACES. CORNER TREATMENT: UNLESS SHOWN OTHERWISE, FORM 3.3 3.4 .7 CHAMFERS WITH 3/4" X 3/4" STRIPS, ACCURATELY FORMED AND SURFACED TO PRODUCE UNIFORMLY STRAIGHT LINES ANO TIGHT EDGE JOINTS ON EXPOSED CONCRETE. EXTEND TERMINAL EDGES TO REQUIRED LIMIT AND MITER CHAMFER STRIPS AT CHANGES IN DIR!:'CTION. CONTROL JOINTS: LOCATE AS INDICATED. PROVISION FOR OTHER TRADES: PROVIDE OPENINGS IN CONCRETE FORMWORK TO ACCOMMODATE WORK OF OTHER TRADES. VERIFY SIZE AND LOCATION OF OPENINGS, RECESSES AND CHASES WITH THE TRADE REQUIRING SUCH ITEMS. ACCURATELY PLACE ANO SECURELY SUPPORT ITEMS TO BE BUILT INTO FORMS . .8 CLEANING AND TIGHTENING: THOROUGHLY CLEAN FORMS AND ADJACENT SURFACES TO RECEIVE CONCRETE. REMOVE CHIPS, WOOD, SAWDUST, DIRT, ANO OTHER DEBRIS JUST BEFORE CONCRETE IS PLACED. RETIGHTEN FORMS IMMEDIATELY AFTER CONCRETE PLACEMENT AS REQUIRED TO ELIMINATE MORTAR LEAKS. INSTALLATION OF EMBEDDED ITEMS: . 1 SET ANO BUILD INTO THE WORK ANCHORAGE DEVICES AND OTHER EMBEDDED ITEMS REQUIRED FOR OTHER WORK THAT IS ATTACHED TO, OR SUPPORTED BY, CAST-IN-PLACE CONCRETE. _ 2 EDGE FORMS AND SCREED STRIPS FOR SLABS. SET EDGE FORMS OR BULKHEADS AND INTERMlcDIATE SCREED STRIPS FOR SLABS TO OBTAIN REQUIRED ELEVATIONS AND CONTOURS IN THE FINISHED SLAB SURFACE. PROVIDE AND SECURE UNITS TO SUPPORT TYPES OF SCREEDS REQUIRED. REMOVAL OF FORMS: . 1 FORMWORK NOT SUPPORTING CONCRETE, SUCH AS SIDES OF BEAMS. WALLS, COLUMNS, AND SIMILAR PARTS OF THE WORK. MAY BE REMOVED AFTER CUMULATIVELY CURING AT NOT LESS THAN 5 0 DEGREES F FOR 24 HOURS AFTER PLACING CONCRETE. PROVIDED CONCRETE IS SUFFICIENTLY HARD TO NOT BE DAMAGED BY FORM REMOVAL OPERATION, AND PROVIDED THAT CURING ANO PROTECTION OPERATIONS ARE MAINTAINED. . 2 FORMWORK SUPPORTING WEIGHT OF CONCRETE, SUCH AS BEAM SOFFITS, JOISTS, SLABS AND OTHER STRUCTURAL ELEMENTS MAY NOT BE REMOVED IN LESS THAN 14 DAYS, AND NOT UNTIL CONCRETE HAS ATTAINED DESIGN MINIMUM 28 DAY COMPRESSIVE STRENGTH. DETERMINE POTENTIAL COMPRESSIVE STRENGTH OF IN-PLACE CONCRETE BY TESTING FIELD-CURED SPECIMENS REPR!';SENTATIVE OF THE CONCRETE LOCATION OR MEMBE'RS, AND SPECIFIED IN OTHER SECTIONS. 3. 5 RE-USE OF FORMS: . 1 CLEAN AND REPAIR SURFACES OF FORMS TO BE REUSED IN THE WORK. SPLIT, FRAYED. DELAMINATED OR OTHERWISE DAMAGED FORMFACING MATERIAL WILL NOT BE ACCEPTABLE. APPLY NEW FORM COATING COMPOUND MATERIAL TO CONCRETE CONTACT SURFACES AS SPECIFIED FOR NEW FDRMWORK. WHEN FORMS ARE REUSlc'D FOR SUCCESSIVE CONCRETE PLACEMENT, THOROUGHLY CLEAN SURFACES, REMOVE FINS AND LAITANCE, AND TIGHTEN FORMS TO CLOSE ALL JOINTS. ALIGN AND SECURE JOINTS TO AVOID OFFSETS. PART 1 -G EJ-UaRAL 1. 1 DESCRIPTION· Si:'S_TJQ.N .. 0~200 <;:_ONCRE_IE Rlc'JNFOR.C.!;.MEHI , 1 RELATED WORK DESCRIBED ELSEWHERE: A. SITE CONCRETE WORK: SECTION 02500 B. CONCRETE UNIT MASONRY: SECTION 04220 1.2 QUALITY ASSURANCE: .1 COMPLY WITH PERTINENT PROVISIONS OF FOLLOWING STANDARDS, EXCEPT AS HEREIN MODIFIED: . 2 CONCRETE REINFORCING STEEL INSTITUTE (CRSI) "MANUAL OF STANDARD PRACTICE": . 3 AMERICAN CONCRETE INSTITUTE (ACI) 318. . 4 MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURE (ACI) 315. 1.3 SUBMITTALS: . 1 COMPLY WITH PERTINENT PROVISIONS OF SECTION 01300. . 2 SHOP DRAWINGS, REINFORCEMENT: SUBMIT SHOP DRAWINGS FOR FABRICATION, BENDING, AND PLACEMENT OF CONCRETE REINFORCEMENT. COMPLY WITH ACI 315 "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" SHOWING BAR SCHEDULE, STIRRUP SPACING, DIAGRAMS OF BENT BARS, ARRANGEMENT OF CONCRETE REINFORCEMENT. INClUD!" SPECIAL REINFORCEMENT REQUIRED AND OPENINGS THROUGH CONCRETE STRUCTURES. . 3 MILL CERTIFICATES: SUBMIT STEEL PRODUCER'S CERTIFICATlc'S OF MILL ANALYSIS, TENSILE:, AND BEND TESTS FOR REINFORCING STl2EL. 1. 4 PRODUCT HANDLING: . 1 DELIVERY: DELIVER REINFORCEMENT TO THE JOB SITE BIUNDLE;D, TAGGED, AND MARKED. USE METAL TAGS INDICATING BAR SIZE, LENGTHS, AND OTHER INFORMATION CORRESPONDING TO M,~RKINGS SHOWN ON PLACEMENT DIAGRAMS. 2 STORAGE: STORE REINFORCEMENT AT THE JOB SITE IN A MANNE;R TO PREVENT DAMAGlc' AND ACCUMULATION OF DIRT AND EXCESSIVE RUST. P.ART . 2 , P_R O .!lJH:_T_$ 2, 1 MATERIALS: .1 REINFORCING BARS: COMPLY WITH ASTM A 615-79 (DEFORMED BARS). NO. 5 BARS AND SMALLER, GRADE 40; ALL OTHERS GRADE 6 0. 2.2 .2 3 . 4 STEEL WIRE: COMPLY WITH ASTM A 82. WELDED WIRE FABRIC: COMPLY WITH ASTM A 185-73. SUPPORTS FOR REINFORCEMENT: BOLSTERS, CHAIRS, SPACERS,, AND OTHER DEVICES FOR SPACING, SUPPORTING, AND FASTENIN<~ REINFORCEMENT IN PLACE; A. 8 . C. USE WIRE BAR TYPE SUPPORTS COMPLYING WITH CRf:I RECOMMENDATIONS, UNLESS OTHERWISE INDICATED. D <) NOT USE WOOD, BRICK, AND OTHER UNACCEPTABLE MATERIALS. FOR SLABS ON GRADE, USE SUPPORTS WITH SANO PlATES 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 PL,~STIC- PROTECTED LEGS FABRICATION: .1 GENERAL FABRICATE REINFORCING BARS TO CONFORM TO REQUIRED SHAPES AND DIMENSIONS, WITH FABRICATIO'~ TOLERANCES COMPLYING WITH CASI MANUAL. IN CASE OF FABRICATING ERRORS, DO NOT REBEND OR STRAIGHTE ~ REINFORCEMENT IN A MANNER THAT WILL INJURE OR WEAKEN THE MATERIAL. _ 2 UNACCEPTABLE MATERIALS: REINFORCEMENT WITH ANY o,= THE FOLLOWING DEFECTS WILL NOT BE PERMITTED IN THE WORK: A. BAR LENGTHS, DEPTHS, AND BENDS EXCEEDING SPEGIFIE) FABRICATION TOLERANCES. B _ BENDS OR KINKS NOT INDICATED ON DRAWINGS OR FINAL $HOP DRAWINGS. C. BARS WITH REDUCED CROSS-SECTION DUE TO EXCESSIVE RUSTING OR OTHER CAUSE. PAR:L;J -EXECUTIQ/11 3 .1 INSPECTION: .1 EXAMINE THI:' SUBSTRATE, FORMWORK, ANO THE CONDITIONS UNDER WHICH CONCRETE REINFORCEMENT IS TO BE PLACED, AND CORRECT CONDITIONS WHICH WOULD PREVENT PROPER AND TIMELY COMPLE;TION OF THE WORK, DO NOT PROCEED WITH THE WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 3. 2 INSTALLATION: . 1 COMPLY WITH THE SPECIFIED STANDARDS FOR DETAILS AND METHODS OF REINFORCEMENT PLACEMENT ANO SUPPORTS, Al~D AS H!';REIN SPECIFIED. .2 CLEAN REINFORCEMlc'NT TO REMOVE LOOSE RUST AND MILL SCAL~, EARTH, AND OTHER MATERIALS WHICH REDUCE OR DESTROY BON') WITH CONCRETE. . 3 POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT BY FORMWORK, CONSTRUCTION, OR CONCRETE PLACEMENT OPERATIONS. . 4 INSTALL WELDED WIRE FA8RIC IN AS LONG LENGTHS AS PRACTICABLE. LAP ADJOINING PIECES AT LEAST ONE FULL Ml:SH. _ 5 SPLICES: PROVIDE STANDARD REINFORCEMENT SPLICES BY LAPPING ENDS, PLACING BARS IN CONTACT, AND TIGHTLY WIR o TYING . PART 1 -GENERAL 1. 1 DESCRIPTION: S!';C.IJ.Q.1\1 __ !l;l.;!;I~ CONCRETE .. FINISHING . 1 WORK INCLUDED: PROVIDE CURING FINISHES ON CAST-IN-PLACE CONCRETE AS CALLED FOR ON THE DRAWINGS, SPECIFIED HEREl~I, AND NEEDED FOR A COMPLETE AND PROPER INSTALLATION. . 2 CLEAR FLOOR SEALER . 3 RELATED WORK: A. DOCUMENTS AFFECTING WORK OF THIS SECTION BUT ARE NOT NECESSARILY LIMITED TO, CONDITIONS, SUPPLEMENTARY CONDITIONS, AND IN DIVISION 1 OF THESE SPECIFICATIONS. INCLUDE, GENERAL SECTIONS B _ SECTION 02500: SITE CONCRETE WORK C_ SECTION 03100: CONCRETE FORMWORK I -\ - L,,_i:i.M:e~p(• Arehl toet ure ~ Planning I.a JolJ11. Ceir.t:re U 98(;5 Towue Ccn~re Drive, Suite 340 Si,.11 0-\ego, CA 9:W;?:t-3002 656.6-50.107!5 • Fa.::i:: 808.MO.loSO .------------------,..---------------:-:-----, 11 AS BUILT 11 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS DATE RLA _____ EXP. __ .,. __ REVIEWED BY: INSPECTOR ----,------=c,------·· DATE .----,----.-------------,--;---,--,-,-.,-;::==::::;--;:=:::::::::::=:::.=::;::::=:::;~~~~•~::::;--;==;::::::,1 1-----+------1-----•-_-_-_-•·· ----·--··---····· ···-------+--+-----+--+------t ~ CITY OF CARLSBAD ~ ~ PLANNING DEPARTMENT ~ 1---+---+----------------·····--··-·--+----•---·-+----+-------t ~===:..::===============::"::==~ CONSTRUCTION SPECIFICATIONS FOR: t---+---+----------··••-'--• .. -------+----+-----+---t------i FOUR SEASONS RESORT AT AVIARA t------t------t-------·------·~ ~------------+----+--------,f---------+-----t I---+----+----------,~, .... , ... -"''•'' ··------+----+----+--------,------t EAST VILLAGE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OHE INITIAL DATE INITIAL OTHER APPROVAL. CI TY APPROVAL I-----+---+----,_ ______ ,_,. -----------+---+---+-----1------t ~==========:;:;:::::;:::::;;;===========~ i----1--------1--"··--------------·-------· .. ··--·---1-------1-----+------,,-----, ~;:~:;:~=~;:::;::E=A:=T=PL=A=~=t=;';:;-~~;:::~=o (/_=1£Y=E=CT~O~R;:=.~~==::::;-b-;:=-=/=o-=A~=E==:I OWN BY: PROJECT NO. ] DRAWING NO. CHKD BY:___ CT 95-02 346-?N RVWO BY: 0 N I 0 I ' ro "' 0 z ~· ' '-' w ' ~ 0 "' {l_ -,: z 0 1. 2 1. 3 1. 4 1 5 QUALITY ASSURANCE: .1 USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED ANO EXPERIENCEO IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION. . 2 EXCEPT AS MAY BE MODIFIED HEREIN OR OTHERWISE DlRECTEO BY THE ARCHITECT, COMPLY WITH ACI 301, ''SPECIFICATIONS FOR STRUCTURAL CONCRET!a FOR BUILDINGS." SAMPLE: .1 PROVIDE (4) FOOT SQUARE SAMPLE SLABS OF EXPOSED AGGRl'GATE INTEGRAL COLORED AND SANDBLAST TEXTURED CONCRl:cTE FOR ARCHITECT'S APPROVAL PRIOR TO PROCEEDING. PRODUCT HANDLING: . 1 COMPLY WITH PERTINENT PROVISIONS OF SECTION 01600. ENVIRONMENTAL REQUIREMENTS: . 1 DO NOT SANDBLAST OR USE PROCESS CREATING OUST. OR WHEN WINO IS OVER 10 MPH. . 2 COMPLY WITH LOCAL AND STATE REGUD...ATIONS GOVERNING OVERSPRAY, SANDBLASTING, ANO PROTECTION TO ADJACENT PROPERTIES. PAl:IT 2 • PROQU_GT!l 2.1 MATERIALS: . 1 GENERAL: A. CAREFULLY STUDY THE DRAWINGS AND THESE SPECIFICATIONS, ANO DETERMINE THE LOCATION, EXTENT, AND TYPE OF REQUIRED CONCRETE FINISHES. B. AS REQUIRED FOR THE WORK, PROVIDE THE FOLLOWING MATERIALS, OR EQUALS APPROVED IN ADVANCE BY THE ARCHITECT. . 2 CONCRETE MATERIALS: COMPLY WITH PERTINENT PROVISIONS OF SECTION 03300, EXCEPT AS MAY BE MODIFIED HEREIN. . 3 CURING ANO PROTECTION PAPER: A. B. "SISALKRAFT, ORANGE LABEL"; EQUAL COMPLYING WITH ASTM C 171. WHERE CONCRETE WILL BE EXPOSED AND SUBJECTED TO ABRASION, SUCH AS FLOOR SLABS, STAINING PAP!:R SUCH AS "SISALKRAFT, SEEKURE EQUAL PAPER FACED WITH POLYETHYLENE FILM. PRODUCTS WILL BE USE NON- 896", OR . 4 LIQUID CURING AGENTS: A. WHERE APPLICATION OF SPEClFIEO FINISH MATERIALS WILL BE INHIBITED BY USE OF CURING AGENTS, CURE THE SURFACE BY WATER ONLY; DO NOT USE CHEMICAL CURE. USE ONLY WATER CURE OR CURING PAPER/BLANKETS ON SLABS TO RECEIVE INT!;RIOR SEALER/HARDENER. B. FOR CURING OTHER AREAS, USE A LIQUID MEMBRANE- FORMING COMPOUND PER ASTM C 309, TYPE 10, CLASS B .5 SURFACE RETARDANT LIQUID COMPOUND: RUGASOL S, AS MANUFACTURED BY SIKA CORPORATION, BUAKE CO. RETARDER, OR APPROVED l';QUAL. 2.2 OTHER MATERIALS: . 1 PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQU&REO FOR A COMPLETE AND PROPER INSTALLATION, AS SELECTED BY THE CONTAACTOR SUBJECT TO THE APPROVAL OF THE ARCHITECT. PAAT_ 3 -EXECUTIOII! 3. 1 SURFACE CONDITIONS: . 1 EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL IJE PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK. DO l\lOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. 3. 2 FINISHING OF FORMED SURFACES: .1 GENERAL A. AFTER REMOVAL OF FORMS, GIVE THE CONCRETE SURFACES ONE OR MORE OF THE FINISHES SPECIFIED BELOW WHERE S 0 INOICATED ON THE DRAWINGS. B. REVISE THE FINISHES AS NEEDED TO SECURE THE APPROVAL OF THE ARCHITECT . 2 AS-CAST FINISH: A. ROUGH FORM FINISH: B. 1. LEAVE SURFACES WITH TEXTURE IMPARTED BY FORMS, EXCEPT PATCH TIE HOLES AND DEFECTS. 2. REMOVE FINS EXCEEDING 1/4" IN HEIGHT. SMOOTH FORM FINISH: 1 . COORDINATE AS NECESSARY TO SECURE FOAM CONSTRUCTION USING SMOOTH, HARD, UNIFORM SURFACES, WITH NUMBER OF SEAMS KEPT TO A PRACTICAL MINIMUM ANO IN A UNIFORM AND ORDERLY PATTERN. 2. PATCH TIE HOLES AND DEFECTS. J. REMOVE FINS COMPLETELY. 3. 3 FINISHING SLABS: . 1 .2 FINISHING TOLERANCES: TRUE PLANE WITHIN 1/8" IN TEN FEET AS DETERMINED BY A TEN FOOT STRAIGHTEDGE PLACED ANYWHERE ON THE SLAB IN ANY DIRECTION. FLOATED FINISH: A. AFTER THE CONCRETE HAS BEEN PLACED, STRUCK OFF, AND LEVELED, DO NOT WORK FURTHER UNTIL READY FOR FLOATING. CONSOLIDATED, THE CONCRETE B C. BEGIN FLOATING WHEN THE WATER SHEEN HAS DISAPPEARED AND WHEN THE SURFACE HAS STIFFENED SUFFICIENTLY TO PERMIT THI; OPERATION. AFTER THE FIRST FLOATING, CHECK THE DURING OR PLANE NESS STRAIGHTEDGE ANGLES. OF THE SURFACE WITH A TEN FOOT APPLIEO AT NOT LESS THAN TWO DIFFERENT 3.4 3 5 .3 .4 D. CUT DOWN HIGH SPOTS AND FILL LOW SPOTS. E. REFLOAT THE SLAB IMMEDIATELY TO A UNIFORM SANDY TEXTURE. TROWELED FINISH: A. PROVIDE A FLOATED FINISH AS DESCRIBED ABOVE, FOLLOWED BY A POWER TROWELING AND THEN A HAND TROWELING B. C. 1. PRODUCE AN INITIAL SURFACE WHICH IS RELATIVELY FREE FROM DEFECTS, BUT WHICH STILL MAY SHOW SOME TROWEL MARKS. 2. PROVIDE HAND TROWELING WHEN A RINGING SOUND IS PRODUCED AS THE TROWEL IS MOVED OVER THE SURFACE. 3. THOROUGHLY CONSOLIDATE THE SURFACE BY HANO TROWELING . PROVIDE A FINISHED SURFACE ESSENTIALLY FREE FROM TROWEL MARKS, UNIFORM IN TEXTURE ANO APPEARANCE, AND IN A PLANE Of CLASS A TOLERANCE . ON SURFACES INTENDED TO SUPPORT FLOOR COVERINGS, USE GRINDING OR OTHER MEANS AS NECESSARY AND REMOVE All DEFECTS OF SUCH MAGNITUDE AS WOULD SHOW THROUGH THE FLOOR COVERING. D. CONCRETE MOW CURBS AND BANDING SHALL HAVE TROWEL FINISH. FLOAT ANO TROWEL TO SEMI-SMOOTH FINISH WITH AT LEAST TWO SEPARATE STEEL TROWEL OPERATIONS. BROOM FINISH: A. PROVIDE A FLOATED FINISH AS DESCRIBED ABOVE. B. WHILE THE SURFACE IS STILL PLASTIC, PROVIDE A TEXTURED FINISH BY DRAWING A FIBER BRISTLE BROOM UNIFORMLY OVER THIE SURFACE. C. UNLESS OTHERWISE DIRECTED BY THE ARCHITECT, PROVIDE THE TEXTURING IN ONE DIRECTION ONLY . D. PROVIDE "LIGHT," "MEDIUM," OR "COARSE" TEXTURING AS DIRECTED BY THE ARCHITECT OR OTHERWISE CALLED FOR ON THE DRAWINGS. CURING ANO PROTECTION: .1 BEGINNING IMMEDIATELY AFTER PLACEMENT, PROTECT CONCRETE FROM PREMATURE DRYING, EXCESSIVELY HOT AND COLO ll'EMP!"RATURES, MECHANICAL INJURY. AND DEFACEMENT. . 2 PRESERVATION OF MOISTURE: A. UNLESS OTHERWISE DIRECTED BY THE ARCHITECT, APPLY ONE OF THE FOLLOWING PROCEDURES TO CONCRETE NOT IN CONTACT WITH FORMS, IMMEDIATELY AFTER COMPLETION OF PLACEMENT ANO FINISHING. 1 _ PONDING OR CONTINUOUS SPRINKLING: MIST SPRAY. 2. APPLICATION OF ABSORPTIVE MATS OR FABRIC KEPT CONTINUOUSLY WET: 3. APPLICATION OF SAND KEPT CONTINUOUSLY WET; 4. APPLICATION OF OTHER MOISTURE-RETAINING COVERING AS APPROVED BY THE ARCHITECT; 5. APPLICATION OF THE CURING AGENT SPECIFIED IN PART 2 OF THIS SECTION OR ELSEWHERE IN THE CONTRACT DOCUMl;'NTS. B. WHERE FORMS ARE EXPOSED TO THE SUN, MINIMIZE MOISTURE LOSS BY KEEPING THE FORMS WET UNTIL THEY CAN Bl;' REMOVED SAFELY. C _ CURE CONCRETE BY PRESERVING MOISTURE AS SPECIFIED ABOVE FOR AT LEAST SEVEN DAYS. . 3 TEMPERATURE, WIND, AND HUMIDITY: .4 A. COLD WEATHER: 1. WHEN THE MEAN DAILY TEMPERATURE OUTDOORS IS LESS THAN 40 DEGREES F., MAINTAIN THE TEMPERATURE OF THE CONCRETE BETWEEN 5 0 DEGREES F. AND 70 DEGREES F. FOR THE REOUIRED CIJRING PERIOD. 2. WHEN NECESSARY, PROVIDE PROPER AND ADEQUATE HEATING SYSTEM CAPABLE OF MAINTAINING THE REQUIRED HEAT WITHOUT INJURY DUE T 0 CONCENTRATION OF HEAT. 3 _ DO NOT USE COMBUSTION HEATERS DURING THE FIRST 24 HOURS UNLESS PRECAUTIONS ARE TAKEN T 0 PREVENT EXPOSURE OF THE CONCRETE TO EXHAUST GASES WHICH CONTAIN CARBON DIOXIDE. B. HOT WEATHER: WHEN NECESSARY, PROVIDE WIND BREAKS, FOG SPRAYING, SHADING, SPRINKLING, PONDING, OR WET COVERING WITH A LIGHT COLORED MATERIAL, APPLYING AS QUICKLY AS CONCRETE HARDENING AND FINISHING OPERATIONS WILL ALLOW. C. RATE OF TEMPERATURE CHANGE: KEEP THE TEMPERATURE OF THE AIR IMMEDIATELY ADJACENT TO THE CONCRETE DURING AND IMMEDIATELY FOLLOWING THE CURING Pl"RIOO AS UNIFORM AS POSSIBLE ANO NOT EXCEEDING A CHANGE OF 5 DEGREES F. IN ANY ONE HOUR PERIOD, OR 50 DEGREES F IN AIIIV 24 HOUR PERIOD. PROTECTION FROM MECHANICAL INJURY: A. DURING THE CURING PERIOD, PROTECT THE CONCRETE FROM B. DAMAGING MECHANICAL DISTURBANCES SUCH AS HEAVY SHOCK. LOAD STRESSES. AND EXCESSIVE VIBRATION. PROTECT FINISHED CONCRETE SURFACES FROM DAMAGE FROM CONSTRUCTION EQUIPMENT, MATERIALS, ANO METHODS, BY APPLICATION OF CURING PROCEDURES, AND BY RAIN AND RUNNING WATER. C. DO NOT LOAD $ELF-SUPPORTING STRUCTURES IN SUCH A WAY AS TO OVERSTRESS THE CONCRETE. APPLICATION OF FLOOR SLAB SEALl'R/HARDENER: . 1 PREPARATION: A. ON AREAS WHERE FORMS ARE RECENTLY REMOVED, REMOVE All FORM OIL AND BREAKING COMPOUND RESIDUE TO ASSURE PENETRATION OF THE PRODUCT INTO THE SURFACE. B. SWEEP ALL AREAS TO BE TREATED, USING A FINE BRISTLE BROOM, OR HOSE OFF WITH WATER AND LET DRY TO REMOVE ALL SURFACE OUST AND DIRT C. FREE THE SURFACE FROM ALL CONTAMINANTS WHICH WOULO INHllllT PENETRATION OF THE PRODUCT INTO THE PORES OF THE MATERIAL TO BE TREATED. D. E. F. G. H. REMOVE ALL CURING, SEALING, AND COATING AGENTS BY USE OF CHEMICAL OR MECHANICAL MEANS AS NECESSARY, ANO AS RECOMMENDED BY SEALER MANUFACTURER. If ACID IS USED TO REMOVE SURFACE COATINGS, FLUSH TH I" SURFACE WITH WATER SUFFICIENTLY TO REMOVl:c ALL ACID ANO ACID RESIDUE. WHEN APPLYING NEAR WINDOWS, MASK THE GLASS. AVOID CONTACT WITH PLANT LIFE, GLASS ALUMINUM, AND OTHER FINISHED SURFACES, WHERE CONTACT OCCURS, IMMEDIATELY WIPE WITH A DAMP CLOTH OR FLUSH WITH WATER. DO NOT APPLY SEALER UNTIL CONCRETE HAS CURED A MINIMUM OF 28 DAYS. .2 APPLY IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS, AT PRESCRIBED RATE OF COVERAGE. .3 PROTECT ALL SPRAYED AREAS FROM DEFACEMENT AND FOOT TRAFFIC UNTIL COMPLETELY CURED. ~CTIQ!'!.!H.lQQ CQ!l!l;BETE_UNIT MASONRY PART 1 -GENERAL 1.1 GENERAL CONDITIONS: THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIVISION 1 ARE A PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK AND APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1.2 SCOPE: THE WORK INCLUDES THE FURNISHING AND INSTALLING OF ALL CONCRl:TE 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 ANO/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 H:STING AND MATERIALS (ASTM): THE SPECIFICATIONS AND STANDARDS HEREINAFTER REFERRED TO, LATEST EDITIONS. 1.4 CERTIFICATIONS: CONTRACTOR SHALL FURNISH A CERTIFICATE, EXECUTEO 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 SHGNEO BY THE BLOCK MANUFACTURER ANO 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 24 OF THE UNIFORM BUILDING CODE, 1976 EDITION AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AT 1800 PSI . .2 GROUT STRENGTHS: 2000 PSI AT 28 OAYS. 1.6 HANDLING AND STORAGE: IMMEDIATELY UPON DELIVERY TO THE SITE, MASONRY UNITS SHALL BE STACKED UNDERCOVER OR OTHERWISE PROTECTED FROM EXPOSURE TO THE WEATHER ANO FROM CONTACT WITH SOIL CARE SHALL BE EXERCISED IN HANDLING THESE ITEMS TO AVOID CHIPPING AND BREAKAGE ANO TO PROTECT THEM FROM DAMAGE. US!" OF DAMAGED BLOCKS WILL NOT BE PERMITTED. UNITS SHALL BE STORED ON PALLETS OR TEMPORARY WOOD FLOORS OFF Tl-lE GROUND AND OUT OF THE WAY OF OTHER TRADES. !'/\HT.~.: PRODUCTS 2.1 CONCRETE MASONRY UNITS: 2.2 .1 CONCRETE MASONRY UNITS: HOLLOW LOAD-BEARING UNITS, CONFORMING TO ASTM C90-75, GRADEN, 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 ANO LINTELS WITH A MINIMUM OF UNIT CUTTING. BLOCK SHALL BE STANDARD UNITS, 8" X 8" X 16" AND 12" X 8" X 16" NOMINAL IN SIZE. ALL UNITS SHALL BE STANDARD COLOR ANO TEXTURE UNLESS OTHERWISE NOTED. .2 CEMENT: STANDARD TYPE II PORTLAND CEMENT, CONFORMING TO ASTM C150-77, LOW ALKALI. .3 LIME: HYDRAT!aD, CONFORMING TO ASTM C207-76, TYPES. .4 MORTAR SAND: NATURAL SAND, CLEAN AND GRADED, CONFORMING TO ASTM C144-76. .s .6 GROUT AGGREGATE: CLEAN AND GRADED CONCRETE AGGREGATES, CONFORMING TO ASTM C33-77. WATER: FRESH, CLEAN ANO POTABLE MINERAL AND ORGANIC SUBSTANCES HARDENING OF CEMENT MORTAR. , AND FREE FROM SUCH AMOUNTS OF AS WOULD ADVEASEL Y AFFl;;CT THE INSTALL REINFORCING STEEL FOR REINFORCING STEEL: FURNISH AND GROUTED BLOCK MASONRY UNDER THI REQUIREMENTS OF SECTION 03200, "CON S SECTION IN ACCORDANCE WITH THE CRETE REINFORCEMENT". CONCRETE FOOTING: .1 PORTLAND CEMENT: ASTM C 150, TYP USE ONLY ONE BRAND FROM ONE MILL L E I OR II. FOR EXPOSED CONCRETE. OT. r------------~,. . ·- DATE INITIAL ENG I NE ER OF IIORK REVISION -~----- --- ""-~'-· -- -·· ~---·-·-··- . -~""·· ·-· DESCRIPTION .2 .3 .4 .5 .6 J .8 CONCRETE AGGREGATES: ASTM C 33. USE AGGREGATES FROM SAME SOURCE AND PIT FOR ENTIRE PROJECT. MIXING WATER: FRESH, CLEAN AND POTABLE, FREE FROM INJURIOUS AMOUNTS OF OIL, ACID, ALKALI OR ORGANIC MATTER. MIXING OF CONCRETE: ALL TRANSIT-MIXED CONCRETE SHALL BE MIXED Alm DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OF THE STAIIIDAl1D SPECIFICATIONS FOR EASY MIXED CONCRETE, ASTM SPECIFIC A TIO NS C-94. STANDARD REQUIREMENTS: CLASS "A" CONCRETE SHALL CONTAIN NOT LESS THAN 6-1/2 SACKS OF CEME,NT PER CUBIC YARD, AND SHALL BE PROPORTIONED TO ATTAIN A MAXIMUM CYLINDER STRENGTH OF 2,000 PSI IN 28 DAYS. COMPRESSIVE STRENGTHS ARE TO BE DETERMINED IN ACCORDANCE WITH ASTM C-39. REINFORCING BARS: ASTM A 615, GRADE 40 FOR REINFORCEMENT IN CONCRETE BLOCK MASONRY AND BRICK MASONRY. ASTM A 615, GRADE ~O FOR CONCRETE REINFORCEMENT. BUNDLE AND TAG WITH IDENTIFICATION AND HEAT NIJIIIIBER. WELDED WURE FABRIC: ASTM A 185, EXCEPT THAT ULTIMATE STRENGTH NEED NOT EXCEED 55,000 PSI. DELIVER ANO PLACE FABRIC IN FLAT SHEETS. SUPPORTS AND SPACERS: TYPES AND SIZES REQUIRED TO MAINTAIN POSITIONING OF BARS AND WIRE FABRIC IN LOCATIONS SHOWN ON DRAWINGS DURING CONSTRUCTION SHALL BE: PRECAST CONCRETE: CUBES WITH TIE WIRES. .9 AIR ENTRAINING AGENT: ASTM C 26016, 17, 20 (SEE ATTACHED). PART 3 • EXEC_U.J'.!Q!'I 3.1 3.2 3.3 ··--- .,., ··-···· ' .. , .•. ,.,_ ""•·-·'·~-~ "-~------ UNIT MASONRY CONSTRUCTION: .1 GENERAL: WALLS SHALL BE STRAIGHT, PLUMB AND TRUE, WITH AI.L COURSES TRUE TO LINE AND LEVEL, BUil T 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 BOND. .2 JOINTS: BOTH VERTICAL AND HORIZONTAL JOINTS SHALL BE UNIFORMLY 3/1!'' TO 1/2" THICK, WITH MORTAR COVERAGE FOR FULL SHELL THICKNESS ~.T BOTH VERTICAL AND HORIZONTAL JOINTS . .3 BED JOINTS: THE TOP SURFACE OF THE CONCRETE FOOTINGS OR OTHER BED JOINTS MUST BE CLEAN, SMOOTH CONCRETE WITH AGGREGA1E EXPOSED BEFORE START OF LAYING. TOPS OF FOUNDATIONS SHALL BE SANDBLASTED, IF NECESSARY, TO REMOVE l.AITANCE 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 HELD IN PLACE BY STANDARD REINFORCING SUPPORTS. HORIZONTAL BARS SHALL BE TIED TO VERTICAL BARS AS THE BLOCK WORK PROGRESSES AND SHALL BE EMBEDDED IN GROUT. .5 WATERPROOFING MATERIAL: SHALL BE THORO-SEAL OR APPROVED EQUAL. 6 GROUTING: GROUT MIX: GROUT SHALL BE DESIGNED IN ACCORDANCE WITH UBC 24"3 FOR MANUFACTURER DESIGN MIXES, THE USE OF AN ADMIXTURE FOR THE PURPOSE OF REDUCING WATER CONTENT WILL IJE PERMITTED, SUBJECT TD 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 TD 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 CAPAIJLE OF HANDLING AT LEAST 12 CU. VOS. PER HOUR OF THE SP!;'CIFIED 3/8" MAXIMUM SIZE AGGREGATE MIX. COLD WEATHER REQUIREMENTS: IF IT IS NECESSARY TO LAY BLOCK DURING FREEZING WEATHER, MATERIALS SHALL BE HEATED AS REQUIRED BEFORE INCORPORATING IN THE WORK. FURTHER, M.ASONRY SHALL BE PROTECTED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE. CLEANING: AFTER ERECTION AND POINTING, ALL MASONRY SHALL BE CLEANED OOWN WIT~ STIFF BRUSHES AND WATER, FOLLOWED BY A THOROUGH RINSING WITH CLEA~ WATER Le..ndircat;,e A,-~h:,teet,,u•ae • PltLD.ning La foll1!. Ct1.atre II APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS ----I Sf~ET I 925ij T0-,,-ne Centre Dr1ve, 3ulh 340 Ban Dic-e:o, CA 92121-3002 656.550.1575 a !i'a:z: E16B.600.t660 11 AS BU IL T 11 DATE RLA FXP. -- REVIEWED 8Y: INSPECTOR DATE CITY OF CARLSBAD ~ PLANNING OEPARTMENT . CONSTRUCTION SPECIFICATIONS FOR: FOUR SEASONS RESORT AT AVIARA __ , .... ,,. ·---~·-~~~ ..... •--'~•=•-r EAST VILLAGE APPROVED ~d} £:1-qj ·-.. ~"~~ ASSISTANT PLANNING DIRECTOR DATE DATE INITIAL DATE INITIAL DWN BY: PROJECT NO, DRAWING NO. 0 "' 0 I "' "' 0 z -u w , j CHKD BY: CT 95-02 346-7N --~-c- orarn APPROVAL CITY APPROVAL RVWD BY: ______________________________________ _.Ii ,----------------------------------------------------------------------------------------------------------------------------------,----------,, 3.4 35 3.6 CURING: ATTENTION SHALL BE GIVEN TO THE PROPER CURING OF MORTAR JOINTS AS WELL AS THE GFIOUT CONCFIETE POUR. THE MASONFIY WORK AND THE TOP Of THE GROUT POUR SHALL BE KEPT DAMP BUT NOT SATURATED FOR AT LE;AST 7 DAYS TO PREVENT TOO RAPID DRYING DURING HOT OR DRYING WE;ATHEA, AND DRYING WINOS. PROTECTION: MASONRY SURFACES SHALL BE COVEFIED WITH NON"STAINING WATERPROOF PAPER WHEN NECESSARY TO PROTECT THEM FROM RAIN OR FROM HOT, DFIY WEATHER SURFACES NOT BEING WORKED ON SHALL BE PROTECTED. TOLERANCES: .1 THE FOLLOWING TOLEFIANCES SHALL APPLY TD THE MASONRY WORK: PLUMB, IN ADJACENT UNITS -1/8"; IN 10 FEET-114". LEVEL: ANY BAY OR 20 FEET MAXIMUM -1/4"; IN 40 MORE -112". FEET OR SEQION~05520 MleIAL HANDRAIL$. AND __ RAILINGS 1 . 1 SECTION INCLUDES: 1. 3 1.4 1. 5 . 1 2 STEEL TUBE HANDRAILS, BALUSTERS, ANO FITTINGS . WROUGHT IFION RAILING. . 3 DECORATIVE WROUGHT ANO CAST IRON FITTINGS FOR RAILING SYSTEMS. RELATED SECTIONS: . 1 SECTION 09900 -PAINTING: PAINT FINISH REFERENCES, . 1 . 2 ASTM A53 HOT-DIPPED, ZINC-COATED WELDED AND SEAMLESS STEEL PIPE. ASTM A386 PRODUCTS. ZINC-COATING (HOT-DIP) ON ASSEMBLED STEEL . 3 ASTM ASOO -COLO-FORMED WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBING IN ROUND ANO SHAPES. .4 ASTM A501 -HOT FORMED WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBING. SUBMITTALS· . 1 SUBMIT UNDER PROVISIONS OF SECTION 01300. . 2 SHOP DRAWINGS: INDICATE PROFILES, SIZES, CONNECTION ATTACHMENTS, ANCHORAGE, SIZE AND TYPE OF FASTENERS, ANO ACCESSORIES . 3 SAMPLES: SUBMIT 4 SAMPLES OF EACH DECORATIVE CASTING, WALL BRACKET ESCUTCHEON, AND END STOP 1 , 6 FIELD MEASUREMENTS: . 1 VERIFY THAT FIELD MEASUREMENTS ARE AS INDICATED ON SHOP DRAWINGS. P~RT 2 • P.ll .. O.OVCTS 2, 1 MANUFACTURERS: 2.2 2.3 . 1 PRIMER: ZINC CHROMATE PRIMER. . 2 PAINT: "RUST-0-LEUM" OR EQUAL, COLOR AS INOICATl;O ON PLANS. STEEL RAILING SYSTEM: . 1 STEEL TUBING: ASTM A500, GRADE B OR ASTM A501. .2 .3 .4 .5 . 6 RAILS ANO POSTS: SIZE, SHAPE AND SPACING AS SHOWN ON THE DRAWINGS, WELDED JOINTS. FITTINGS: ELBOWS, T-SHAPES. WALL BRACKETS, ESCUTCHEONS: BENT OR MITERED TUBE STEEL. MOUNTING: ADJUSTABLE BRACKETS AND FLANGES, WITH STEEL INSERTS FOR CASTING IN CONCRETE. PREPARE BACKING PLATE FOR MOUNTING IN FRAMED WALL CONSTRUCTION. EXPOSED FASTENERS: FLUSH COUNTERSUNK SCREWS OR BOLTS; CONSISTENT WITH DESIGN OF RAILING. SPLICE CONNECTORS: STEEL WELDING COLLARS . . 7 GALVANIZING, 1.25 OZ/SQ. FT. ZINC COATING IN ACCORDANCE WITH ASTM A386. FABRICATION: . 1 FIT AND SHOP ASSEMBLE COMPONENTS IN LARGEST PRACTICAL SIZES. FOR DELIVERY TO SITE. . 2 FABRICATE COMPONENTS WITH JOINTS TIGHTLY FITTED AND SECURED. • 3 EXPOSED MECHANICAL FASTENINGS: FLUSH COUNTERSUNK SCREWS OR BOLTS; UNOBTRUSIVELY LOCATED; CONSISTENT WITH DESIGN OF COMPONENT, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. . 4 SUPPLY COMPONENTS REQUIRED FOR ANCHORAGE OF FABRICATIONS. FABRICATE ANCHORS AND RELATED COMPONENTS OF SAME MATERIAL ANO FINISH AS FABRICATION, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. . 5 . 6 . 7 . 8 CONTINUOUSLY SEAL JOINED PIECES BY CONTINUOUS WELDS . GRIND EXPOSED JOINTS FLUSH ANO SMOOTH WITH ADJACENT FINISH SURFACE. MAKE EXPOSED JOINTS BUTT TIGHT, FLUSH, AND HAIRLINE. EASE EXPOSED EDGES TO SMALL UNIFORM RADIUS. ACCURATELY FORM COMPONENTS TO SUIT STAIRS ANO LANDINGS. TO EACH OTHER, AND TO BUILDING STRUCTURE. GALVANIZE EXTERIOR RAILINGS AND COMPONENTS AFTER FABRICATION. PA RT .. 'l. .. : .E~_E!; V_TJQJ'! 3 .1 EXAMINATION: 3,2 .1 VERIFY THAT FIELD CONDITIONS ARE ACCEPTABLE ANO ARE READY TD RECEIVE WORK . 2 BEGINNING OF INSTALLATION MEANS ERECTOR ACCEPTS EXISTING CONDITIONS. PREPARATION: ' 1 CLEAN AND STRIP PRIMED STEEL ITEMS TO BARE METAL WHERE SITE WELDING IS REQUIRED. 3.3 3.4 . 2 SUPPLY ITEMS REQUIRED TO BE CAST INTO CONCRETE AND OR EMBEDDED IN MASONRY PLACED IN PARTITIONS WITH SETTING TEMPLATES. INSTALLATION: . 1 INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. , 2 INSTALL COMPONENTS PLUMB AND LEVEL, ACCURATELY FITTED. FREE FROM DISTORTION OR DEFECTS. , 3 PROVIDE ANCHORS, PLATES AND ANGLES REQUIFIED FOR CONNECTING RAILINGS TO STRUCTURE. ANCHOR RAILING T 0 STRUCTURE. . 4 FIELD WELD ANCHORS AS INDICATED ON SHOP DRAWINGS. . 5 APPLY (1) COAT OF ZINC CHROMATE PRIMER TO ALL NEW WELDED AREAS AND TO ANY SCRATCHES TO WROUGHT IRON AS A RESULT OF TRANSPORTATION TO SITE. .6 APPLY (2) COATS OF FINISH COLOR TO ALL NEW WELDED AREAS AND TO ANY SCRATCHES TO WROUGHT IRON AS A RESULT OF TRANSPORTATION TO SITI=, . 7 CONCEAL BOLTS AND SCREWS WHENEVER POSSIBLE. WHERE NOT CONCEALED, USE FLUSH COUNTERSUNK FASTENINGS. ERECTION TOLERANCES: . 1 .2 MAXIMUM VARIATION FROM PLUMB: 1/4 INCH PER STORY, NON- CUMULATIVE. MAXIMUM OFFSET FROM TRUE ALIGNMENT: 1/4 INCH. $.ECT_I_Ql,!_____Q§.1.!!.Q !:IOU.GH CARPENTRY PART 1 -GENE.RA!, 1. 1 WORK INCLUDED: 1 '2 1 '3 1 . 4 1. 5 1. 6 1. 7 . 1 • 2 WOOD FRAMING ANO SHEATHING . MISCELLANEOUS FURRING, BLOCKING AND BACKING . . 3 BLOCl<ING FOR SUPPORT OF WORK OF OTHER TRADES. . 4 PRESERVATIVE TREATMENT FOR WOOD. RELATED WORK: . 1 DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL ANO SUPPLEMENTARY CONDITIONS AND DIVISION 1 SPECIFICATION SECTIONS, APPLY TO WORK OF THIS SECTION. , 2 SECTION 06200: FINISH CARPENTRY . QUALITY ASSURANCE: . 1 LUM SER: IDENTIFY WITH VISIBLE GRADE STAMP OF AGENCY/AGENCIES SPECIFIED HEREIN. HANDLING: . 1 STORE LUMBER OFF THE GROUND TO ASSURE DRAINAGE, VENTILATION AND PROTECTION FROM THE WEATHER. KEEP MATERIALS ORY. COORDINATION: . 1 COOROI/IIIATE WORK WITH WORK OF OTHER TRADES. PROVIDE WOOD GROUNDS, BLOCKING ANO NAILERS WHERE INDICATED OR AS REQUIRED FOR INTEGRATION OF WORK OF OTHER TRADES INTO THE STRUCTURE . . 2 COORDINATION: FIT CARPENTRY WORI< TO OTHER WORK; SCRIBE AND COPE AS REQUIRED FOR ACCURATE FIT. CORRELATE LOCATION OF FURRING, NAILERS, BLOCKING, GROUNDS, AND SIMILAR SUPPORTS TO ALLOW ATTACHMENT OF OTHEFI WORK. CODES: .1 CONFORM TO THE CURRENTLY ADOPTED "UNIFORM BUILDING CODE, CHAPTER 25", EXCEPT AS MODIFIED HEREIN. STANDARDS: COMPLY WITH THE FOLLOWING STANDARDS: .1 WEST COAST LUMBER INSPECTION BUREAU (WCLIS) STANDARD GRADING AND DRESSING RULES NO. 16. .2 U. S. PFIODUCT STANDARD PS 1-83 FOR SOFTWOOD PLYWOOD CONSTRUCTION AND INDUSTRIAL FOR PRODUCTS NOT MANUFACTURED UNDER PS 1 PROVISIONS, COMPLY WITH AMERICAN PLYWOOD ASSOCIATION (APA) PERFORMANCE STANDARD PRP-108. . 3 AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA). . 4 WWPA GRADING RULES. . 5 MANUFACTURE LUMBER TO COMPLY WITH PS 20 AND WITH APPLICABLE GRADING RULES OF INSPECTION AGENCIES CE'RTIFIED BY AMERICAN LUMBER STANDARDS COMMITTEE'S (ALSC) BOARD OF REVIE,W. PART_ 2_· PRODUCTS 2, 1 FRAMING LUMBER: .1 BRUSH-ON PRESERVATIVE TREATMENT: "WOODTOX", OR EQUAL SOLUTION CONFORMING TO AWPA LP-2. USE AT CUT ENOS. _ 2 RESAWN EXTERIOR WOOD TRELLIS: RESAWN DOUGLAS FIR, WWPA C SELECT APPEARANCE LUMBER GRADE, VERTICAL GRAIN, MC-15 MOISTURE CONTENT. SELECT FOR APPEARANCE: FREE OF WARP, TWIST, ETC. 2.2 ACCESSORY MATERIALS: . 1 FASTENERS: PROVIDE ITEMS OF ROUGH HARDWARE, FRAMING CONNECTIONS, BOLTS, ETC,, FIEQUIRED TO COMPLETE THE WORK; USE HOT DIPPED GALVANIZED, (ASTM A153), FASTENERS FOR EXTERIOR LOCATIONS, ANO AT TREATED LUMBER . A_ NAILS: COMMON WIRE a. C. D. E. F - BOLTS, ASTM A307, SQUARE OR HEXAGONAL HEAD MACHINE BOLTS WITH MATCHING NUTS ANO CUT WASHERS. LAG BOLTS AND SCREWS: FED. SPEC. FF-B-561 B. TOGGLE BOLTS: FED. SPEC. FF-B-588B CONCRETE AND MASONRY ANCHORS: GALVANIZED MACHINE SCREWS OR BOLTS WITH STANDARD EXPANSION-SHIELD TYPE CONCRETE ANCHORS; "WEJ-IT" CONCRETE ANCHORS AS MANUFACTUFIED BY WEJ-IT EXPANSION PRODUCTS, INC., 0 R RAMSETIREDHEAD FASTENERS "TRUBOLT", WEDGE ANCHORS. POWDER-DRIVEN FASTENERS: "DFIIVE-IT" SYSTEM OF THE POWDER POWER TOOL CORPORATION, "RAMSET" SYSTEM OF RAMSET FASTENERS, INC .• OR EQUIVALENT; USE WASHERS WITH ALL FASTENERS. G. FRAMING CONNECTORS AND ANCHORS: SIMPSON CO. 0 R APPFIOVED EQUAL STRONG-TIE GALVANIZED FRAMING CONNleCTORS ANO JOIST HANGERS AS DETAILED; NOT LESS THAN 16 GAUGE (USS) BEFORE GALVANIZING; PROVIDE MANUFACTURER SUPPLIED NAILS. CONNECTORS SHALL BE ICBO APPROVED. 2.4 OTHER MATERIALS: .1 PROVIOf OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE ANO PROPER INSTALLATION, AS SELECTED BY THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE ARCHITECT PAR.I. 3 , E.XE.CUTION 3.1 GENERAL: 3.2 3,3 . 1 PRIOR TO COMMENCING WORK, VERIFY ALL LINES AND LEVELS INDICATED AND SUCH OTHER WOFIK AS HAS BEEN COMPLETED. REPORT DISCREPANCl!:S, IN WRITING, TO THE ARCHITIECT FDR CORRECTION OR ADJUSTMENT. . 2 DISCARD UNITS OF MATERIAL WITH DEFECTS WHICH MIGHT QUALITY OF WORK, AND UNITS WHICH ARE TOO SMALL TO FABRICATING WORK WITH MINIMUM JOINTS OR OPTIMUM ARRANGEMENT. IMPAIR USE IN JOINT INSTALLATION: . 1 ACCURATELY CUT, FIT AND ERECT CARPENTRY WORI< TRUE TO LINES AND LEVELS INDICATED. SECURE RIGIDLY IN PLACE By NAILING, BOLTING DR OTHER MEANS AS INDICATED. . 2 SECURE APPROVAL OF ARCHITECT BEFORE CUTTING. DRILLING OR NOTCHING ANY WOOD MEMBER NOT SPECIFICALLY DETAILED LUMBER FASTENINGS: . 1 NAILING AND BOLTING OF WOOD MEMBERS: CONFORM TO THE MINIMUM REQUIREMENTS OF THE CURRENTLY ADOPTED "UNIFORM BUILDING CODE" CHAPTER 25, AS SPECIFIED HEREIN AND SHOWN ON THE STRUCTURAL DRAWINGS. .2 RETIGHTEN BOLTED CONNECTIONS BEFORE FINAL ACCEPTANCE OR, IN CONCEALED LOCATIONS, IMMEDIATELY BEFORE THE AREA IS SEALED OFF . . 3 DO NOT DRIVE NAILS CLOSER TOGETHER THAN 112 OF THEIR LENGTH NOR CLOSER TO THE EDGE OF A MEMBER THAN 114 OF THEIR LENGTH. WHEN WOOD TENDS TO SPLIT WITH SIZE OF NAIL USED, PREDRILL HOLES FOR NAILS. PENETRATION OF NAILS OR SPIKES· NOT LESS THAN ONE-HALF OF THE LENGTH OF THE NAIL OR SPIKE . .4 EXPANSION BOLTS: CAREFULLY INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS USE EXPANSION BOLTS ONLY WHEN SHOWN ON THE DRAWINGS OR APPROVED BY THE ARCHITECT IN WRITING. ~ECTION 09~00 . L.ATH AND _Pl-ASTER (STUCCOJ eART 1 • G!;;_t'l_E.RA.\. 1. 1 CODES AND REFERENCE STANDARDS: IN ADDITION TO COMPLYING WITH ALL PERTINENT CODES AND REGULATIONS, COMPLY WITH THE MATERIALS HANDLING ANO 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 APPFIOPRIATE APPROVED SAMPLES IN EVERY RESPECT. PART 2 -PRODUCTS 2. 1 2.2 2,3 METAL PLASTERING ACCESSORIES: ALL SCREEDS ANO OTHER METAL ACCESSORIES SHALL BE STANDARD SHAPES FOR THEIR INTENDED USE AND SHALL BE FABRICATED FFIOM 26 GAUGE OR HEAVIER HOT-DIPPED ZINC GALVANIZED STEEL, PRIME-COATED, AND COATED WITH A PROTECTIVE MATERIAL TO PERMIT REMOVAL OF OVERSPRAY AT COMPLETION OF PLASTERING . LATHING MATEFIIALS ANO ACCESSORIES: .1 WEATHER RESISTANT PAPERBACKING: CONFORMING TO F,S. UU-B- 790A, TYPE I, GRADE B. . 2 METAL LATH; FLAT DIAMOND MESH OR 318-INCH TYPE· WITH GALVANIZED COATING; OF WEIGHT TD SUIT APPLICATION. ' . 3 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 EMBEOOING IN PLASTER: MINIMUM 2 INCH X 2 INCH SIZE. -5 ANCHORAGES: TIE WIRE, NAILS, SCREWS ANO OTHER APPROVED METAL SUPPORTS, OR TYPE AND SIZE TO SUIT APPLICATION ANO TO RIGIOLY SECURE I.ATHING MATERIALS IN PLACE; GALVANIZED COATED. PLASTER: . 1 CEMENT FOR PLASTEFI SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C150, TYPE II • . 2 GUN PLASTIC PORTLAND CEMENT MACHINE APPLICATION OF BASECOATS $HALL CONFORM TO ASTM C-78A, TVPE I OR 11. PLASTICIZING AGENTS MAY BE ADDED IN MANUFACTURING PROCESS NOT TO EXCEED 12" OF THE TOTAL VOLUME . 3 SAND USED FOR PLASTER SHALL BE CLEAN AND WELL GRADED FROM COARSE TO FINE, ANO SHALL CONFORM TO ASTM C 144. i----,~-·-· --~•">,-••,~- ,.~. ... ~--~--~~,. --~- --- DATE INITIAL . ,. -- ... ·-·-···· ----. --~·--•,- , .. ---. "''"" -"""·'·"'". ----REVISION DESCRIPTION £NG I NEER OF WORK ' . 4 WATER USED FOR PLASTER SHALL BE CLEAN AND FREE FROM DELETERIOUS AMOUNTS OF ACID, ALKALI, ANO C-RGANIC MATERIALS. 2, 4 C_Q_I...QB._E':_[)_ __ $.T_l.l_(:C::_Q FINISl-j___J;_Q_AT: FACTORY MIXED ANO COMPLYING WITH THE': GENERAL REQUIREMENTS OF THE "SPECIFICATIONS ANO STAl'IDARDS OF MANUFACTURED STUCCO FINISHES" PREPARED BY THE llTUCGO MANUFACTURER'S ASSOCIATION. PART_3 -EXEQJI19N 3 .1 FURRING AND LATH INSTALLATION: 3.2 .1 l'oRECT METAL FURRING AND LATH AS REQUIRED FOR CEMENT PLASTER IN ACCORDANCE WITH CLPA . . 2 INSTALL MEMBERS TRUE TO LINES AND LEVELS ANO TO PROVl'DE SURFACE FLATNESS WITH MAXIMUM VARIATION OF 1/8"INCH IN 1 O FEET IN ANY DIRECTION. PLASTERING: -1 CONCRETE ____ OR CONCRETE BLOCK, .2 BRQWN COAI~ SCRATCH AND BROWN TO TOTAL 1/2" THICKNESS. BROWN COAT SHALL BE BROUGHT TO A TRUE EVEN SURFACE 13Y RODDING AND FLOATING, AND LEFT ROUGH, READY TO RECEIVE FINISH COAT. METAL LAUL SCRATCH CQAL COMPLETELY COVER MESH LATH IN ONE HEAVY COAT APPROXIMATELY 112" THICK . !lROWN COAT; SCRATCH AND BROWN TO TOTAL 7/8" THICKNEs,s. BROWN COAT SHALL BE BROUGHT TO A TRUE EVEN SURFJ\CE BY RODDING AND FLOATING, AND LEFT ROUGH, READY TO RECEIVE FINISH COAT . 3. 3 FINISH COAT: LIGHT TO MEDIUM SPRAYED TEXTURE ANO TROWELED FINISH TD MATCH APPROVED SAMPLES. 3.4 TOLERANCES: FINISH ALL PLASTER TRUE ANO EVEN WITHIN A TOLERANl;E OF ONE IN 500, LEAVING THE FINISHED SURFACE FREE FROM TOOL MARl<S AND ALL OTHER BLEMISHES. . 1 CLEANING AND PROTECTION: IN ADDITION TO ALL OTHER PROTECTION, PROTECT ALL ADJACENT FINISHED SURFACES FROM THE ACCIDENTAL APPLICATION OF PLASTER . SECTIO_N _Ql)_j)!)O PAINTING PART1 GENER.AL 1 _ 1 G~NERAL COt'J_!;lJIIO.!'!~ THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARE A PART OF THIS SECTION ANO THE CONTRACT FOR THIS WORK AND APPI.Y TO THIS SECTION AS FULLY AS IF REPEATED HEREIN . I. 2 .S .. UMMARX~ 1. 3 THE WORK INCLUDES ALL SERVICES, LABOR, MATF.RIALS, TRANSPORTATION ANO EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED, THE GENER/IL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN . . 1 DESCRIPTION • DEFINITIONS: THE TERM "PAINT", AS USED HEREIN, MEANS ALL COATING SYSTEMS MATERIALS INCLUDING PRIMERS, EMULSIONS, EPOXY, ENAMELS, SEALERS, FILLERS AND OTHER APPLIED MATERIAL$ WHETHER USED AS PRIME, INTERMEDIATE, 0 R FINISH COATS .2 QUALITY ASSURANCE A. REVIEW OTHER SECTIONS OF THESE SPECIFICATIONS A. S REQUIRED, VERIFYING THE PRIME COATS TO BE USED ANIO ASSURING COMPATIBILITY OF THE TOTAL COATING SYSTEM FOR THE VARIOUS SUBSTRATE. B. C. 0. FURNISH INFORMATION ON THE CHARACTERISTICS OF TM' E SPECIFIC FINISH MATERIALS TO ENSURE THAT PRIME COATS USED ARE COMPATIBLE_ PROVIDE BARRIER COATS OVER NON-COMPATIBLE PRIMER,S OR REMOVE THE PRIMER AND RE-PRIME AS REQUIRED. ' NOTIFY THE ENGINEER IN WRITING OF ANTICIPATED PROBlEMIS IN USING THE SPECIFIED COATING SYSTEMS OVER PRIME COATING SUPPLIED UNDER OTHER SECTIONS, . 1 MANUFACTURER'S DATA A. B. C . COMPLETE MATERIALS LIST OF ALL ITEMS PROPOSED TO FURNISHED AND INSTALLED UNDER THIS SECTION MANUFACTURER'S SPECIFICATIONS AND OTHER DATA REQUIRED TO DEMONSTRATE COMPLIANCE WITH THE SPECIFIED REQUIREMENTS. FOR INFOFIMATION ONLY, SUBMIT TWO COPIES OF MANUFACTURE'$ SPECIFICATIONS AND APPLICATION INSTRUCTIONS FOR EACH MATERIAL L.11.ndiiit!ape Architecture • PL11.nnl11g Lo. lol:to. Centre [( 9256 To-,11·ne Centu Drivl!, Sutte 340 ..,.,~-----,,. San Di-,so, CA 921~1-3002 866.650.16?6 • F~• 860.560.1680 -11 AS BLJILT 1 ' APPROVED FOR PLANTING AND IRRIGATION ONLY, --,,·-------~--- INCLUDING PRECISE DATE RLA EXP. LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE IT] CITY OF CARLSBAD SHEETS ~--~·- 3,:, ? PLANNING DEPARTMENT __ , CONSTRUCT ION SPECIFJCATJONS FOR: FOUR SEASONS RESOR-~ AT AVIARA ~ ... ,_ er· .,. ·• EAST VILLAGE APPROVED ~ b-1-VZJ I , __ .. ! --- P~NING DIRECTOR -------ASSISTANT DATE ! ,-~-, OWN BY: PROJECT NO □ DR~.WING NO. DATE INITIAL DATE INITIAL --··-······,··--·-,, .... ,. CHKD BY: ------·-.,~--CT 95-02 346-7N OTHER APPROVAL CITY APPROVAL RVWD BY: 0 N ? "' en . 0 :a: -'------------------------------------------------------------------------------------------------------------------------------------------·-------------------------------·-,----------~ 1.4 SAMPLE§ SUBMIT FOR ENGINEl=RS REVIEW. 1. 5 !'.AOPUCT HANDLING 1. 6 ,1 2 .3 DELIVER ALL MATERIALS TO THE JOB SITE IN UNOPENfO, ORIGINAL CONTAINERS BEARING THE MANUFACTURf'S NAME ANO LABEL. PROVIDE PROPER STORAGE TO PREVENT DAMAGE TO, ANO DETERIORATION OF, PAINT MATERIALS. USE ALL MEANS NECESSARY TO PROTECT THE MATERIALS OF THIS SECTION BEFORE, DURING ANO AFTER INSTALLATION AND TO PROTECT THE WORK AND MATERIALS OF ALL OTHER TRADES. . 4 IN THE EVENT OF DAMAGE, IMMEDIATELY MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY TO THE APPROVAL OF THE ENGINEER AND AT NO ADDITIONAL COST TO THE OWNIER. JOB -~ONDJTIONS -1 .2 DO NO APPLY SOLVENT THINNED PAINTS WHEN TEMPERATURES OF SURFACE TO BE PAINTED AND THE SURROUNDING AIR TEMPERATURE ARE BELOW 45 DEGREES F .. UNLESS OTHERWISE PERMITTED BY THE MANUFACTURER'S PAIINTING INSTRUCTIONS. OD NOT PAINT IN RAIN, FOG, OR MIST; OR WHEN THE RELATIVE HUMIDITY EXCEEDS 85%; OR TO DAMP OR WEST SURFACES. 1. 7 REGULATORY !lEQ!,!J!l_E,Ml;l'l.l~ ALL MATERIAL ANO APPLICATION OF MATERIAL SHALL COMPLY WITH THE PROVISIONS IN ALL AIR POLLUTION CONTROL REGULATIONS. PART 2 PRODU!,TS 2.1 M~ . 1 . 2 .3 .4 DESIGN IS BASED ON USE OF PAINT PRODUCTS MANUFACTURED BY SINCLAIR OR EQUAL. COLORS AD INDICATED ON DRAWINGS . UNDERCOATS ANO THINNERS -PROVIDE UNDERCOAT PAINT PRODUCED BY THE SAME MANUFACTURER AS THE FINISH COAT. USE ONLY THE THINNERS RECOMMENDED BY THE PAINT MANUFACTURE, AND USE ONLY THE RECOMMEND LIMITS. INSOFAR AS PRACTICABLE, USE UNDERCOAT, FINISH COAT, AND THINNER MATERIALS AS PART OF A UNIFIED SYSTEM OF PAINT FINISH. THINNER -AS RECOMMENDED BY EACH MANUFACTURER FOR HIS FU';SPECTIVE PRODUCT. . 5 STANDARDS • PROVIDE PAINT MATERIALS WHICH MEET OR EXCEED THE STANDARDS LISTED FOR EACH APPLICATION. Aff.lJ.CATION EQUIP~NT . 1 GENERAL • FOR APPLICATION OF THE APPROVED PAINT, USE ONLY SUCH EQUIPMENT AS IS RECOMMENDED FOR APPLICATION OF THE PARTICULAR PAINT BY THE MANUFACTURE OF THE PARTICULAR PAINT. . 2 COMPATIBILITY " PRIOR TO ACTUAL USE Of THE APPLICATION EQUIPMENT, USE ALL MEANS NECESSARY TO VERIFY THAT THE PROPOSED EQUIPMENT IS ACTUALLY COMPATIBLE WITH THE MATERIALS TO BE APPLIED AND THAT THE INTEORITY OF THE FINISH WILL NOT BE JEOPARDIZED BY USE OF THlc PROPOSED APPLICATION EQUIPMENT. 2. 3 OTHER MATERIALS 3. 1 3.2 3.3 . 1 ALL OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT Rl"QUIRED FOR A COMPLETE AND PROPER INSTALLATION OF THE WORK OF THIS SECTION, SHALL BE NEW FIRST QUALITY OF THEIR RESPECTIVE KINDS, CONFORMING TO THE STANDARDS OF THE INDUSTRY. SURFACE CONDITIONS . 1 INSPECTION • PRIOR TO INSTALLATION OF THE WORK OF THIS SECTION, CAREFULLY INSPECT THE INSTALLED WORK OF ALL OTHER TRADES AND VERIFY THAT ALL SUCH WORK IS COMPL.ETE TO TH&;; PAINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE VERIFY THAT PAINTING MAY BE COMPLETED IN STRICT ACCORDANCE WITH THE MANUFACTURE'S WRITTEN RECOMMENDATION . 2 DO NOT PROCEED IN AREAS OF DISCREPANCY UNTIL ALL DISCREPANCIES HAVE BEEN FULLY RESOL.VED. MAT.lic_l'II_A!..J;\ .. P.R EPA RA TIQN . 1 MIX AND PREPARE PAINTING MATERIALS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S WRITTEN RECOMMENDATIONS. . 2 STORE MATERIALS NOT IN ACTUAL USE IN TIGHTLY COVERED CONTAINERS. . 3 MAINTAIN CONTAINERS USED IN STORAGE. MIXING, AND APPLICATION OF PAINT IN A CLEAN CONDITION, FREE FROM FOREIGN MATERIALS AND RESIDUE. S!JR!'AQ.l; _____ PR EPARA TIQN . 1 PERFORM ALL PREPARATION AND CLEANING PROCEDURES IN STRICT ACCORDANCE WITH THE MANUF/lC7rURER'S WRITTEN RECOMMENDATIONS. . 2 PROVIDE SURFACE APPLIED PROTECTION TO ITEMS NOT SCHEDULED TO RECEIVE PAINT FINISH PRIOR TO SURFACE PREPARATION AND PAINTING OPERATIONS . 3 CLEAN EACH SURFACE TO BE PAINTED PRIOR TO APPL YING PAINT OR SURFACE TREATMENT. .4 REMOVE OIL AND GREASE WITH CLEAN CLOTHS AND ClEANING SOLVENTS OF LOW TOXICITY AND A FLASH POINT IN EXCESS OF 100 DEGREES f., (38 DEGREES C.) PRIOR TO START OF MECHANICAL CLEANING. SCHEDULE THE CLEANING ANO PAINTING SO THAT DUST AND OTHER CONTAMINANTS FROM THE CLEANING PROCESS WILL NOT FALL ON WlcST, NEWLY PAINTED SURFACES. 3. 4 PAINT .A!'Pl,,ICAI.lQN . 1 BRUSH APPLICATION. . 2 SPRAY APPLICATION -WHEREVER SPRAY APPLICATION IS USED, APPLY EACH COAT TO PROVIDE THE EQUIVALENT HIDING OF BRUSH APPLIED COATS. DO NOT DOUBLE BACK WITH SPRAV EQUIPMENT FOR THE PURPOSE OF BUILDING UP FILM THICKNESS OF TWO COATS IN ONE PASS. . 3 .4 DRYING • ALLOW SUFFICIENT DRYING TIME BETWEEN COATS. MODIFY THE PERIOD 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 REQUIREMENTS. Item No. 0 @ @ @ © @ 0 © Description Stucco Finish Concrete Steps Tubular Steel Paint Enhanced Paving Pool Deck Paving Deductive Alternate Concrete Paving Deductive Alternate Pool Deck Deductive Alternate FINISH SCHEDULE Model No./Finish Finish and Texture to match architecture. Color: Sinclair CM-8583 Color to be Lithochrome Color Hardener #C-25 Sombrero Buff with Light Broom Finish Sinclair CM-8592 12" x 12" Diagonal Pattern with 3/16" score joints, color to be Lithochrome Color Hardener #L,89-Z Monarch Tan with light broom finish. and 6" wide band with Lithochrome Color Hardener #3987 Porcelain Gray with light broom finish perpendicular to band. 2' x 2' Diagonal pattern with 3/16" score joints, color to be Lithochrome Color Hardener #L-89-Z Monarch Tan with light broom finish, and 12" wide band with 3/16" score Joints at 2'-0" O.C. with Lithochrome Color Hardener #3987 Porcelain Gray with light broom finish perpendicular to band 2' x 2' Diagonal pattern with 3/16" saw cut, color to be Lithochrome Color Hardener #L-89-Z Monarch Tan, and 12" wide band with 3/16" score joints at 2'-0" O.C. with Lilhochrome Color Hardener #3987 Porcelain Gray with light broom finish perpendicular to band. Lithochrome Color Hardener, #C-25 Sombrero Buff with light broom finish. Natural Colored concrete with light broom finish. 4' x 4' Diagonal pattern with 3/16'' score joints, finish to be Mortex Kool Deck,color to be "Adobe Buff', and 12" wide band with 3/16" score joints at 4'-0" 0 C, Lithochrome Color Hardener #3987 Porcelain Gray with light broom finish perpendicular to band. 4' x 4' Diagonal panern with 3/16" saw cut, finish to be Mortex Kool Deck,color to be "Adobe Buff', and 12" wide band with 3/16" score joints at 4'·0'' O.C. Lithochrome Color Hardener #3987 Porcelain Gray with light broom finish perpendicular to band. Handrail At Pool/Spa Handrail; #4429 Handrail Fining: #V-Volute Base; #368 @ Play Area Seat Wall LATCO 4" x 4" Ceramic tile# NUF·60 with matching colored grout. (m Concrete Shinner 6" Wide concrete shinner with 3/16" score Joints al 2'·0" O.C and light broom finish perpendicular to band Color to be Lithochrome Color Hardener #3987 Porcelain Gray. @ Play Surface @ Play Surface @ Shade Trellis Paint @ Pool/Spa Coping Surface America, Playbound poured-in-place. Color: Blue Surface America, Playbound poured-in-place. Color: Green Exterior enamel with low sheen finish. Color: Sinclair #CM-8592 Precast concrete coping with Cromix Admixtures #3987 Porcelain Gray and sandblast finish. @ @ @ @ @ @ ® @ @ @ @ @ Waterline Tile 4" x 4" Glazed ceramic waterline tile, Color; Teal #318 Waterline Accent Tile LATCO 1/2'' x 2'' Ceramic "fiddlesticks" tile. Color to be selected by Landscape Architect. Bar-B•Oue PSG K-40 with in ground mount #48 PP and black powder coated post with plastic rain cover. Concrete Mow Curb Natural colored concrete with light broom finish perpendicular to curb. Concrete Band at Motor Court Pool Tread Tile Pool Depth Marker Concrete Paving Concrete Paving at Motorcourt Trellis Column Rock Veneer Slip Strip Natural colored concrete with light broom finish perpendicular to band . 1" x 1" Non-slip glazed ceramic tile strip. Color: Teal #1-318 6" x 6" Pool depth marker Natural colored concrete with light broom finish. Colored concrete with "Bomacron" Sandstone stamped pattern. Color to be : 1. L.M. Scofield Beige Cream Color Hardener Base with #C-32 Quarry Red and #A-33 Classic Gray release. 2. Oyster White Color Hardener Base with #C-32 Quarry Red and Saddle Brown release. 3. Joints with Natural Gray colored con t ere e grou. ·r # CM-8592 Precast Tuscan Column, color to be Sincla, Eldorado Stone "Napa Valley" Weather Edg e Lithochrome Color Hardener #C"24 Charco al r--· .. OAT£ Available Through Sinelair Paint (619) 275-8188 L M. Scofield Company 1-800-800-9900 Sinclair Paint (619) 257-8188 L. M. Scofield Company 1 -800·800-9900 L M Scofield Company 1-800"800-9900 L M. Scofield Company 1-800-800·9900 Deck -Mortex Mfg. Co., Inc. 1 ·800-338-3225 Band -L. M. Scofield Company 1-800-800-9900 Julius Blum & Company 1-800-526·6293 Southwestern Ceramic Tile and Marble (619) 298-3511 L. M. Scofield Company 1 ·800-800-9900 Coast Recreation, Inc. (714) 553-8065 Coast Recreation. Inc. (714) 553-8065 Sinclair Paint (619) 275-8188 L. M Scofield Company 1-800-800-9900 (213) 664-1171 PTC (714) 385-1155 Pacific Gas Specialties Corp. (714) 757-7723 PTC . (714) 385-1155 Dal-Tile Corporation (7; 4) 634-2546 L. M. Scofield 1-800-800·9900 CDI Concrete Designs, Inc. RCP Block & Brick Inc. 1-800-794-4 727 L. M. Scofield Company 1-800-800-9900 .. .. ,., .. . '" .. .,.,, .. .. .. --~- ---~~~"~ . .. mT•,,oo .. .,. - IN IT I A~. £NG !NEER OF WORK REVISION DESCRIPTION " -~ ---------------------------·-·-------, ' ' ' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS : .. ~ ' ? ,~--- RLA REVIEWED INSPECTOR Landscape A.rohitm:ituro • Planning Ln. Joll~ Cenhe II 9266 to1Jn~ Centrll;! D,rh,.:,, Suite 540 Sttn Dl~G:O, CA 92121-3002 666.560.lf.75 • !'•• 668.560.1680 -11 AS BUILT II ... , DATE EXP.------· BY: w••-•--•~-•--,, ____ DATE -CITY OF CARL~:BAD II SHEETS I PLANNING DEPARTMENT 5b CONSTRUCTION SPECIFICATIONS FOR: FOUR SEASONS RESORT AT AVIARA . EAST VILLAGE APPROVED -/;~ (/ /;(: I_!,/ £-1-c;J . .. --.-o .,-·,·r-,w 0 N 0 I "" "" ~--·-ASSISTANT PLANNING DIRECTOR DATE I DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. J DRAW! NG NO, ,......._._ CHKD BY: CT 95-02 346-?N OTHER APPROVAL Cl fY APPROV Al. RVWD BY: -"' ________________________________________ .,i§ ' ' ' I / I I I I I /_ -'I" ro.D , I I I I I I I EXISTING 2.4_STATION COflTROLLER "_CG:' RETURN TO OWNERS REl'>RESENTATIVES ALONG WITH AUTO VALVES QUICK COUPU:R VALVES AND SPRINKLER HEADS FOR THIS SYSTEM. . -·- POTABLE WATER P.O.C "d" IRRIGATION MAINTAINED BY: (HOA) 1" P.o_c_ WI L BALL VALVE 1,. REDUCED PRESSURE BACKFLOW --~PREV. & PRESS_ REGULATOR & "WYE" STRAINER SET AT~ ELEV.@!? 0 C 85 HGL:375ELE\l-STATIC PRESS_ 126 P_;>~ G IRRIG. DESIGN MIN. 3.8 !.iiPM & MAX, _g PM ~J!T!30L,Lli;B ".!" ' IRRIGATLON MAINTAINED SY: (.HOA) 8 STATION CONTROLLER WALJ.__MOUNTED i_(;AjO--RBl-8/RSJ WITH "RAIN GUARD" LOCATE IN ELECTRICAL ROOM -VERll'Y LOCATION WITH OWNER OPEN TATI N ~ t JU40<fi LOCATE SPARE WIRES IN . VALVE BOX '27dt,-cz:..:.::::...::..:::.;:_:-:aaa=::;,._ _____ t~ /coi\ 1---,:.... ·-·1 ~~---~ .. _ \ I'' • JI q -·-----· --' , . -----_1 '( -----,,...,----"\ /CD27-\ ~~'!,/ '.-1 i +-:--- •. l f I ~--...'-, ' -1-· --- \ .. _J c• . ~ ' .- --·---. d I "J( (•\' .. L,, .. ' . --- .-· .. -7 efl n A-,U, -" _.----/ --. / / ;------"" .. ', // 27.~ \ .. .; . r . . . .. ., ;\ I /I i 11 / / \ 1 I I.,_;} ·, .. _ ·-.1 ... •· .. -~-----... (?~! ~j I"(]~+ \....._, ,Lj, -. ·-- I / / I\ I'' 0<".!:l ~j L-i ··--- I / I I I I 20 7 I I I i .. JI 1 ,. I " ,. IRRIGATION SYSTEM DIAGRAMMATIC :, ANO CONTRACTOR SHAL INSTALL IRRIGATION MAINLINE AND WIRES , WITHIN THE PROPERTY LINE OF THIS I PROJECT. LATERAL PIPE AND SPRINKLER , HEADS MAY INlRUDE OVER THCc PROPERTY I LINE FOR PROPFR COVEFIAGE i ~ I I 0 ...., {~ i.\.i . : ' ' ' _, ---ii..J"iJD .... ~t;;. .. ..,,;,,· ·;;;;;--!"'· "''~""'"~ ]RA-PIIIC 'iCAI..F !•, Ff U: ·---,---------,,--~-"'.'·:-----------,··--7 r / As t3 u r T ,; ! '· APPROVED FOR. PLANTING ! AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING .A-REAS -········-·-.. ---·-···-.. ---· 1:. .. xi 1 , .. ___ .... -, .. _ -· ! ll~SP,CT,m :J/1 '' '1 -----,---,.---....1-=============----! ------------.---l~----,-~ -, ---c:::·T'A --,-.. ~1 ~ ~s , ,: + · .. · ··+ • ' i , C Tl TY OF C A R L.., __ J t · ' · ,. · .. : . , .. J '• . i / . r ··-····-.. ··· ------i--------------t--__ Pt.ANN'I\Jl;!Jl:-Y1\f:·MENT ,:,0 " +····"'""''" I .... ~, .. -----! __ '-_-_-_-_-_-_--··-~",',,., ___ ,,,_ =-===t·)j ------'--. --·1! -, .. ,i"il1. G~.· I JONRPI ~E'Ao:-,.~N'' pr·soRTI : __ ._.:;I' ..... --·· .. ······+·-·-1--QLJ ~ ,. .. ,J' ,-t\ • LVL~R6 ! I. r u \.Jj ,•0 ... • I l ,-A-,•, '. 11: . r.. ,--,, : Ii ,.!,_ ' .... -:-. . . . t -· --·. ' . + .. ....... _.·1 . L ____ . ?~ j ::--LJJ-':'t: --: .... :.·-·-·---·-······-·--· ···:=JI .:~ r -~ .\_p_p-_a·o_v_rn _ _,_~--~ ~~ -----{,-f-,~---: j c,, -~ : ....... __ _ _____ . _ __ _···~_l_-_____ ······_·· ·_··· L ., ___ .. , -I----+!~,..,.,---, D:s ~:', ~N~: "L ,INN, ~G :_1 i RF 1. r~:o:i°E."i:1'··,~o---::.._ ... _ JRA~1 1 ~'c; NO:.. 1 I :~; .. -. ~.c.,ffji,-,,-I·A-\.+--j-"FV•'.~U:N DESCi;,f,'.;\I :Q!Tc._;:,:TIAI_ DOT[ [INlllAI .. ~~.~~~~'.--.. --.. 1 CT95~g2 __ ] 346-7N i :? \ r/.F%iNEEP O· "''YK · · . OTHcR ,li'P~CVAI Cl IY APPROVAL . ,,. ,_____ _ __ , ____ ,,,,, • ._....._, ____ •• ¥ ... , .... ....., ..................... ---B -----------------·----·-·----------------------,.C~M.iV\J~ro 90-509 ,· ·- · ·,_ \ I ' i •. ' . . ' ' J 1/\ ,') '): >,/ /'/ // , ' . I I/ , I . I I. /;·.·I , , I //,/I . I I / I I . , '/ / I ,/ / . / / / '/ . I \_ ' \ I \ \ \ • \ ' \ \ / / \ I I I'' 7.t> ' / ' I • . ' ', . ~ - / I / "• '" 'f I I ; I I -I -I -----• I ,12 5 ' / I , / ./ I I ( I i . I / ( I " ·---. -_,_ , __ . -<---~·,!_ t.~: ' ~ '· ', I -\Jl_-----,---------------., ,_; _ ___ -1----- I 20 0 10 20 40 GRAPHIC ~CALE IN FEET: 1"=20'-0" APPROVED FOR PLANTING , AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS A IRRIGATION MAINTAINED BY: (HOA) 1" P.O.C. WI 1: BALL VALVE 1" REDUCED PRESSURE BACKFLOW PREY. & PRESS. REGULATOR & 'WYE" STRAINER SET AT ll.f$1 ELEY, @ p.o,c, 94.0 HGL: 375 ELEY. STATIC PRESS.122 PSI IRRIG. DESIGN MIN. 5.7 GPM & MAX. 22,t GPM RLA :lf:l':>'51 REVIEWED BY: to ' . I l(i ,1 1l.J.;.O ':> ·17 ,o DATE INSPECTOR DATE C TY OF CARLSBA[ll I SHEETS I PLANNING DEPARTMENT _ -~_J '!it: l==±==t==============t==t===t===t==l~ IRRIGATION PLAN FOR: FOUR SEASONS RESORT AT A\IIARA EAST VILLAGE t==±===t===================~===~==+===t==~~ ;:::;~,.:::::::======:===;;;=====-·-~ APPROVED -d!f d]J t,,-1-cJd l t~:==t:~~=t~~;=;;~~;=====================+====+====➔====~=====1 ~AS;:S:;I S;,:T:!N::T=P2L!:AN::N.~IiNGtto.,-cI:':R;E-::cC:::::T]O°'R-;;_-_-;,; _'i; _-;; _=; _-;i; _= -= -=v -D-AT_E_--, ,-5~-,~~:J·f~o-1:o~J-J~A~_J_P.:,~.$~-~e!:.!._lfL-::::;r.!__ _________ -:-hmr-iiNiimITiiAiiflTNimrl OWN BY: -----, PROJECT NO. [)RAWING NO. t= DATE INITIAL DATE INITIAL CHKD BY: ---1 CT 95 'Q2 346 7N DATE INITIAL REV Is I ON DES CR I PT I ON t -- < !~ __ .::.:.:::~:....:::::.:.::..:..::.:.... __ j_~T~HE~R.!_AP~P~RO~V~AL:_L_:C~IT,'._Y ~AP:P:RQ::;VAL~C:;R:;;VWO;:::B;':;Y:;:: :::;:::::;:::::;:::!..!:;:::;::::;::::;::::;::::;::::;::::;:::::'..!;; ENGINEER 0~ __ WOR_K ~ . CMWD 90--509 @ @ 8 ►◄ ® tii ►► F,r- f!J [!] . ------· --· ---- ~YMaot. a V H ,. -·. ··------··~ t.() 19 0 Q) ·~ ·~ @ ,,; @ (1) -~ (ij) @ ® @ ~;!I (~ @ @ ~:-i, @ Q~ @@ {ij @0 (,j @© (l~ ~,@ ® ©@ I':~ ~,@ @ ~j) @ -----------------. ---•--·--·---·-· ·--···-·-~-,,_, __ ,_,. ______ _ -·• ··--·--··------·--··-·-····•·---•---·----.... ------·---· ---·--··-----.... -·-·----··-----·· ----·-. --·-·· ---·-·····-------···--·--- MN#.if"'AGT. TOM lr!Arre IRRIGATION MATER.IA~ LCGEND (REG YGLED t MODEL NO. I Ofl5<:,RiP1701'1 --~----1.... ... _______ --···· _____ _ 1:20 51J(,e, NORHN.l.'f G,1.0'...e) a£G1~ ~ Hl6!Q'I ~I~ VN.Vf!. HM1tl't Vl'I..YE 5tWL !'e 1t6!AII H> IN I< 'U-100' f,11'.fO VN.'/F.. eox Hlni LOGJ<:1110 f'IM.! WVflC NO MG,V' l!EAT 6AAWW ON G<Ntl'I. MQCC. m, WI'! 91AA!Nflt, rtm !I04 $TAI~ 51ffl. :20 ~ PEl'<fOAAlfl) ~ lt6T1'1..L HITHI~ J.l-1;)0 OOJ\. oer AIL/ !:>HT • DI S!ff :231 DATA IND/IT5 1:c-no Pl/(, f\.OH ~1\ HIP.I TO WNI~ 11$,t,16 Pl111D GAl:lll IN I' GOI-VIAT, lt6TAIJ. PEit l-WU'>G fl.lJiff~~ J"fU-Ml-eCAnoi,,. 1-U.fiPLF l'LOH ~ l'!fQJll>a !e' .......... 11! GOl-t>VIT fl!Ae. NO DETAIL f!J WT 2,.1 N16<:,0 Mal.$G>N AAIN81~ J,ill.l<l~ AAIN 61~1 IT& MINI CLIK 11/ ITS NIA MAI-IJI' AG T. AAIN 61ft0 AAIN 6,fi<O AAIN8;~ AAIN 8,fi<O AA1N8;~ AAIN8,fi<O flJI-HEA. H!NlER f-!Jl'ITl;l\ 1-unm IWT~ IIJNTER tWTt::R AAIN elRP/ 1-JJNT~ MODE1.1U-Ul't T-,,,0-66 ~ B,l,11 V>f,.Ye, Lile $fl!, 11~-0 TliO.PIEa OO!;;rf. 'IN.VF. 00.>! 111llf PJRl'l.e LID, Hf AT e!IWO LID 111lli '13V'. 1645 mya.a, W,!Etl aAGI< GGU'lf!' V,1,L.VI!, lt6T>Ut'O IN JO' !(OUl'O V>-1. VF. 00.l! Hllli LOGJ<INO f\ffl2 wvtR AW 'GGV' fV,T eAA.~ ON GQV'fl\ ~T~ ()CV ON A 11/l" 9~ <.ff W.IM.11-e. e>-Gl-1 a<,V !WU DI! 150LATEO r!I.CH 111! M,l.i~lt« !3Y A I~' BN.l. V>i.V! AW l~f,',U.1:1) Af Xw. otll! Y/'i.'-te FflC an,. ~'GT. V>4,.Ye oox Hin+ LOGJ<n~ l'\NU M'Dt Hf) 'PGV' H:,1\1 ~ON~ VAf.'t'f5 !i!WJ. 61 IN$TN.U:O IN w.N!FG\09 15CI.A!W !'ROH ne }W~lte EIY A ~ Vii.Ye Litt! =,tl!, R,U. flOXE' l'a!C HIFS !ll'LIC6 5H>ti 00 LOG,l,11:D N1'filOXIMAJa. f !IOO' 0.(,, N-0 AT 11-e ~ Cf' AU. !:lf£YE5 \Klflt PAViNO. FV.J. ooxr, ~ 00 IO' !'IGU-C) Hlli LOGICINO LIP <t1'.-L V'~'tJ' ~~ ~ l'FlM:llna. w~ '( w MODfl. YeF' H'r! aTAAll'i:R ($1:11 NOT!:$ fl!A Sia). iisRlllATION GQN~ Cf 5TAi~_,,, arm.~. !ff N<)Tl:9 FOR MODfL AfO S.TAT!OM w.hT. GOhl!WLUR ~ 11AY!l A Dfe.l(;N/\lt'D l'lf(;T~ f'\U aox INST)U.8) AT Pf.USf>4. eMe. WNTAG-T 11'& TO ~INA'll! ~ N-0 i~fk.LATIOli iv.111 ~ 1r, rill.I. ~r ro fNG!..~ HD iiiRI! ro c.amltOLI.Dl 1:20 VGt'T. ~ f'H.A6e. 60 HTZ !tfGT~ f()lflt. f'P.OY!Dl:O er afGlRIGIAN. vtRlFf l<,1\l,1,1. LOCAfl(.JI; IN flfl.D f"-1(, ~VENT rl:'LO LATEAAL P,l'I HT!f !>GH.«) FITTINC6, '1'+•-~• !>C-11. 40, 1'·:i'J' GLAf6 200, OEP1l-i A~ t-tcR WAIL WI~ I. ON AU. PEG'fa.EO i1A1EI' sY,ro-t, UC,CCOl.01' GaOfO f'INU! m'(GUO rVl!'fAPIPe. Pl<-Plf'eMAllt.lte&, Dfl'Tlf M PEit WAI\-,♦-~ ;iWJ. f:le 50!.VENT l'aD ¾H.40 lillli :x.tt.-40 :xll.vr:NT t£Ul l'ITTI~ ;i•-,• ~ ee sct:'lfflr l'fl.D (.I... "' lill'H ~M !oQL '11:NT if!.o Flrt!N66, U,,'-'J' ft TT~ ~ 00 llM T f;\.!X,l<J:O, 4' ),I,() LAAUlt illVU. 6e GL. 200 tJN.J<.lT JOiNT Ii nf ~ ~ TILi! ll',Oi'I flTTiNG& )HJ· .JOlhT l<e51AAINT. C>M AU. l<E(.'flLfD liA !ER Sl$1'&19 \If,!! GOl CR GODW f\M.e ~-GYCl.fl] iiAlilt PIP!. AU. l<((.LAll-fl' """'"-llfl ro !>fGflVe TO I.A~ Cf' ,iAPJ;IN6 r m-e.re DETAIL " 5Hlfl:T l~.I N<J'l.4 RU,'(~ 11A1fM l'V(, P,C ~ ~itl9, GL :,i5 1tta 11-lf! O!>HntR Cl' p;pe Off. Hll'la atlCU CJ,AA!f:D f'LN-1? fll\.011 AU. PAYINO, ~ l!'t(,, N-0 M DIFEG-rt'D El'f <»el,"~!® ~~ATIY!. EXTEW Ali 5lH',U ll' MINll-lM PM1 ~ axe, HAAK~~ lint '19' llt J' 1-0e.H J.fT~ FC41 L~AT10!-(9j fXTf1C JU l"if"e 1b' PMT !IU'l?V!! ~!alt TO >W l'ITTINGa. iAAl(!AOOli «;NJ~ l1iRI! ~ Ee •I'll.I" >m t)lflEG, r MIN. (VJ.. H'PPl:M::I)), COl.vR ~ HIF-e PUt C:ON~ ., Mlkil-U-1 Of' 1liPU Cfl'N'A~ U'H-8 PILOT~, ro 1111! 00 Cf' f,l,Gl4 MAl~lt-e. F(;II/TIJ !';PAPS HIF£$ INTO el,(,tt VN.Y! W\NJl'<:U) LOGAr1°"!ll.Wl.e >W TH"e /,U. lilf!e >W wou. >OJAG.fMt TO MAIM.IN!!, LeAve ~m lilFI! El(;l:l IN 11-l!! wr '✓>4-Ye MAlill'GUI aox OM n,e MAIH.ile. IAAltJAOON w»-ION HIM 51-1,1,U. ee 1121' N"O D,l'!f(, T fll-"V,I. J\1.1.. />ff'ffO/fD). ~ f'RCH"ltl.fO liiRe GQtK<.T°"" ~ QM >U.1-i!Re w.t.l!GTl® IN V,l,L.Vf. OR Ni EIO.<fa Oil. f vx.ve !le~ e.lZ! !'ER fQJ!~T U:«l-0, lilli T--GO'vtR LI09 NO G.I.PTIVI! BOLT NO t.OG.·l<JT. f(At PO.,lt) DRIP IMT~ ue.,e MODfl,. ,IQ. 1' fC.Ot-lO 5WoLL l.ll!! MoDa. '10b, 10' !'IGU-C) eHAU. flll MODa. ~IO. ll' ~T>WNID FlGT. ;,!W.J. flt! l'IOtlf1. l-4l<'I, IJ' iteo IIIGT. ew.t.l el! MOOa •2~. ~ JJ1'Q !iliN.L ee H(Xft. /~:: .. NO !llffR -lA-&:J !'l. !fW.t. el! 1-t)DI!!.. n,c. VX.YB aoia 5IW..t. ll,1,\11! BL,IGK la'I! l300l' >W F\N'I.! I VWT Ll09 l"Ol1t m<-Yc.Lf!,) 11Alflt SYS'I01a. Fa\~ IH NoN•VEHIGU.AA TI'Hf'JG ~ruATIO?e '"-T 00 NUT lt6TAU. iH GONCR!l? Oft ,'$f'H),I.T. LOGATlOli ~ RUYGI.ED HAM "DO NOT i:>Rlt«' 516H [!i)-CONTMI.LER I !!iTAT'ION • W--6PM L--vAl.v!! e1ze IRf<.IGATION MATERl1\L LEGEND 6PM ~I ~-------------··-·--·~--- 1e-oo-MM-AAe-1J10 POP-1!1" IWO-l:IAM-PR5-IJ!:3 l"GIP-1.P IWO-eAl-1-PP.5-l~er,eer l"OP-1!1" 1•20•;..ov~6V•.'J/1.0l'l.O SR MTOft HeAD t,20-AOV~6V-:1'11.,"'.0 eR MTQII Hl!,lD 1•20·N:N~6V·I.OJ:a.0/4.0 MTOft hl!AO l•20·AOV/e6V•I ,t-,.0/6.0 MTOl't leACI t-'20·N::J'l~6V•2£>/-4.0/l!J_() ROTOll 1-iEAO MP1000 (0)'!') 1-11"';000 (O)';t') --·-----··-·~-·---~ .. --_.,_ 10, 1,. 20 ::16, "''· ,:2, f o, ;:!"I, ,2. '1<l, ,,,., e,,, &1, ,,. :2 6 ""· 1.2,. t .6,, 1'.10 61, 1.21 .4,, .<10, 1.1 t,t,, ,.,, 2.1 1.0, I .t,, 3.1 1.4, 2.4, 4.<l 16, ,.1, t,,Q .16, .,2. _e,, .il'&, .6,, I :21 40 40 40 40 40 }U alfU:I IVO, lli$T,'Uft) l'AAllt:R 1W,lf WI (!O) ftET f~ l'AVIN6, ~. 51~ ST~ 1W OOA-OAAIB ~ Ollf'.R f'EDl::llRIAH J.fitM MA'I' !lll !NaT>ti.W A$ A ltk1Dt il<ST-00 ~ JC,',plf.R 111llf 11~ NOZJU /.6 SIIOl-fl , l'T JO Fr 12 rr ,x;!S l'T ,x,o l'T 2() PT 29 l'T 30 FT 401'T !l>'-10' M4' lf>OS !Wt.I. lll.U!im 11mt11 n• Rlelff fJf' Wif NO Ii~ lillll!t IO' (If~·~ I\J1I' °" Ollil'>NA -~ l'!tft1~ 1'1Wm JJ.IIY oc:a,t. 1ter>U ,',LL~ l-£AD& ON 12• l'OI"~ NC }U 1"1'JI' ;~ c;.!i 6'' POP~. F/ $HT 2:,J f!Jl5HT 23.1 .J/ e.Hf 2,.:2 t<J a-. r 2:, 2 U 5HT 2:,2 N,OPI 5HT 23 2 RI SHf 1&.t NO oerAIL oer Atl./ :il-!T • 6/ !:>HT 2,1 6/ SHT 2:1 t 6/ SHT 2:, I 6/ SHT 2-31 G/ e.HT 231 Cl !:>HT 231 Cl SHT 21' I Cl SHT '231 Cl WT 2,1 "fl/ "1T 2,.1 I\SI ~r 2,1 A1',C/ eHT 2:,1 6/ SHT 2:,1 APPROVcD FOR IAAl0AT1OH AND PLANTIN6 Ott. Y, INCLWIN6 FREGlpl; LOCATION OF PI..ANTIN6 AAE.A. ;~404 Gt•ne:se, AVL'flUf' SUt!f 140 I ii kill,\ lahfutnia :noH Jjii ret asa ~sa 1111 f•• a~a ~~a i1ea www.9mp!Andar<h.to111 l , r · '--•-------· i • ,. ____ g:'_.~IN. . --·-r In Order to Conuna t&tu .. ---..,....___ RECYCLED ·, ------If A1 ER ,, 00 )'IQ? DRINK llf USS NO Tiilll i!L AGUA FINl5H~:· ------- !WATER TYPE ---PRESSURE LOSS CALCULATIONs····------------------------------J HYDRAULIC GRADE LINE MiTER NUMBER METER SIZE METER ELEVATION STATIC PRESSURE VALVE NUMBER CHECKED GPM AT VALVE PUMP PSI HECYCLED WATER --384 -----------A --·---------1. 5" ---------·-113 _____ .....,. ____ _ 117 11 --·---------45 _____ ...,,.... ____ _ 0 SERVICE LINE WATER METER WYE STRAINER BACKFLOW PREVENTER MASTER VPJ.VE FLOW SENSOR MAINLINE ISOLATION VALVES REMOTE CONTROL VALVl, LATERAL LINES HEAD LOSS MISC LOSSES suerorAL FITTING LOSSES SUB TOT M. FROM ABOVE REQUIRED PSI Af LAST HEAD rorAL DAfE PROJECT JOB NUMBER LOCATION PREPARED BY WATER OISTRICf 0 (4 400 1 00 12 00 300 050 158 0 70 355 4 52 I 30 0 :3029 J 16 :JO 2!J ,10 1345 STATIC PSI 11 / ·- ------------BOOSTED PSI 0 4 l/2008 ------FOUR SEASON! RESORT Af AVIAAA • !-140 ----·-CP.lLSBAO ------PALl lORRISON ------CA llSBAO L ---------PS_I_REQUIR·--E0--------------~'43 ---~---------~-----~ ---RESIDUAi. PSI _ MK AS-BUILl i.J;l.ti..SIJE~S ..-n,..-. APPRO\'£D JP ~-1c:;,11 IS 16.1-19.1, ____ _,,.. -- --·-·· -----------!ll;_ CITY SIJll a-1~-QQ lni.l, Cn'l' SllB ... -t,-08 DAit . ·-- 111\L ___ ..f:&l.2.:..~~-. ----------------·•·•·--··-·-·· ·---- ---·-~•----•-·-~---------·--·------· ·---···-·--·-··, __ .. _____ HECEJVE: BY: -.. --_____ __,,_,.. _____ _ -----•---------- -. -·· ------------· ---------··•·~ -. ----~,--··,~-------·------· OA!E . iNllW ·-···-· ----------... - OA!E , __ , ___ -·-----· .... . -------- ·-· ----.. , ___ , __ ---- --·-•--INITIAi -JOB JSO. 07•1t80 _t.,•/J. _ ( _!;:• -~-~w________ _:!•l~J\ ..... .. OATB 1-16-Q ~-;'Clh~ ... (NG;NU R nr WOAk HE.VISION DESCF-'TION OTHER Al'PROVAI -------..._ ___ .._ ........... ...., ________ ....,. ____ _,J, ___ ~,---•-------------·--·~- 1.<J. I ~-.. ,.,. . !I♦ !/ " . ' I I ~ I I I GRAPHIC SCALE ()' IQ' 2()' .JO' 5• 15' 19. I I ' / ; • I I l 4\ ' ' -l I 1· l ' l-0' 60' 80' 51."Al £ I •• 20' CONST. CHG 'A': IRRK.AOON AS PART OF 'ii.OPE VEGETATION ANO EROSION CONTROL IV.S BEEN PROVIDED fOR GAAOEO PADS PER Clrf STANOAFOS NEW SHEET ~I CITY ()Ii' CAl{LSDAD r,r] PLANNlNG DEi>ARTMENT 'I) ----·--·------~ -----.s-,.L•t.1 ---------------~ lRR!O ATIO N PLANS ~'OR: F'OIJR SEASQNS RESORT AT A~fARA -------v ,,-.. -----.. [AP'Pt°:U lt-tl-ob: -- -I ........ -. - ·-· --------.,... ____ , ~ . ,....,.ti> DATE ._ .... ____ ---Pl.ANNING _ _ .. __ ~----lliJ~ I PAO,iij'cr NO. I DRAWING NO OA!E lNiMI. ~,-~--SY: "' CT 95-02 346-'/N 1) IY APPROYM. 8Y. ____ --· .... ~.---•----, .• ,.A•-------. _ ----~ CMHO 90--609 j ----· -........ ____________ . .. .. . ··-- - I- • ,.---~ . . / .-.... -<::-::..:.. ___ _ -~ ·--1 ----~ -- 43 I J l I l,.::::::;;:.=::,- 7 o; P""-:;'-+-:-:-:r--:: I PF, 6.0 Ff 1{~267 ,~ TD l'-/t5JJ ~~ t 1.1 t~ t,t.,ovD5D NW\ ---1..J FV(Vf/o IP ~-,Ortez? MC 1f;rJ(l,,('_ /{U!A.6Kftc,-/ ('4 ~ AfOt t,./(£,1., te ~fPl-107-½ ~~rbzl~ aJ 77{14? ~- ~1 'fZec,'(~ Wfh7!'(2,, P,o.v. 7D ~ 41 ~.J& n~'f L-A.le, 7c ---.,,.,.---...- 44 !'' ?fib ~-__ .-- l '1 '2.'f. I ' IRRiaAffOlf SYSTEM OlA<,flAMMATIC' ~-, . i AND CONTRACTOR SHALL INSTALL • IRRIGATION MAINt,INI ANQ WIRES •. WITHIN THE PROPEflJY lit/I Of THIS . • PROJECT. LATERAL PIPE AtjO SPRINKLER 'HEADS MAY INJROO1f;Q:ff:RTHE PROPERTY ' 'Lllj£ FOR PROPER <.9Ylll,'{ll. , . . ·:~-----~ - • j NOTE: CONTRACTOR SHALL OBTAIN THE LATEST COPY OF IMPROVEMENT PLANS FOR FOUR SEASONS RESORTS AT AVIARA SPORTS CLUB UNIT 1, ANO EROSION CONTROU SLOPE REVEGETATION FOR ADDITIONAL IRRIGATION EQUIPMENT LOCATION, AND POINTS OF CONNECTION. SEE CITY OF CARLSBAD DRAWING NO. 351-Sl AND PROJECT NO, CT 95-oi AND SEE CITY OF CARLSBAD DRAWING NO. 346-7L ANO PROIJECT NO, CT95-02 ~D e,. o.w.~ ~"-or< WN-K- ?>.o.c.-~ of' C.U?b B-t'.>,['1.C..--~ Or" MOI~\ wee, --------- ,,. ! ~ .• -.------:_,~-Y): ---·-· ----:_· I . ---·- -j i ,:' (' I \'2- 1" . . ·cc.••• ----.t --; --. : « -- 14f ------- --- _-----;: --= -- .--- / r / g,: / I ' • ,1Q STATION CONTROLLER "F" (NEW) MODEL # CA 1 O-RBl-40/RS (INCLUDES "RAINGUARD") ,1Q STATION CONTROLLER "G" (NEW) MOOEL # CA10-RBI·40/RS (INCLUDES "RAINSJUARD") ,1Q STATION CONTROLLER "CG" (NEW) MODEL# CA10-RBl-40/RS (INCLUDES "RAINGUARD") AVAILABLE THROUGH PACIFIC TECHNICAL SERVICE. VERIFY LOCATION OF EXISTING ELECTRICAL PEDESTAL. OPENSTATIONS '?J6r THAU 4lf: • OPEN STATIONS '.}114 THAU 4-0<'f OPEN STATIONS '.3tCq THAU 4oc,;:; r i0.1- 0 10 20 '40 IN FEET: l'=c0'-0' : 00~ OWNER ASSOCIATION 2:ar ~1;.Rv1ce LINE & p o.c. (BY oTHERs, v· . y GATE VALVE (NEW) rt--...,.-~_, '.I> t• "WYE "STRAINER o 1;.2" -~STER VALVE SET@f<J PSI • 1 ' ,lfS·150) FLOW MElleR (NEW) ' P.Q.C, @'113 RECYCLED.METE MAX. GPM 100.. HOL : 3114 ET. %·1" Ml~t STATICPRESSURE: 1JZPSI AVIARA,PARKl'fA _,,.. - I ROAD TA.11.Z# ::--.-----.----------~==='-'f,-~ 1•· j!,.2 45 a I '' l l.1 11,7.62" I" /2-.1? L -- PL .1 oo. a 6 DU -·--·-·---·-----F,c--j ~10· -h--r~-tOO---<=e'=-1= ' . , . - I-' • ' [4(1, I" l).D/L ,,, l1.1.1 i (] l 1? i ----- IRRIGATION MAINTAINE BY: (l;IOA) 1" P.O.C. W/ 1'.'. BALL VALVI! 1•• l'lEOUCED PRESSURI! BACKFLOW PREY. & PRESS. Rl!GIJWOR & ."WYI!" STRAINER SET ATll.Pst E~EY,@ P,O.c,102 HGL: 375 ELEY, STAE..e.8§.S. 118 PSI IRl'llG. Dl;SIGN 1-llN. & MAX. 11. d; ~- / APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS p• 'l.J./j RLA ij:-1951 Landscape Archlte-0ture • Plannl:0.1 La Jolla Centre rI 92!50 Towne Centre Drive, Suite MO San Diego, CA 92121~:3008 858.660.1575 • ru 858.660.1580 T II ?• 11 ·10 DATE . REVIEWED BY:.t:::::=:=-..-,:;... ______ I IRRIGATION MAINTAINED BY: (HOA) INSPECTOR DA TE LSTATIQN CONTROLLER WALL MOUNl;ED /CA10;3Bl·81RS) WlTH"RAINClUARD" ~ CITY OF CARLSBAD ~ L All IN El.ECTRICAL R .M ·VERIFY ~--t-,--t---------,---------1---t----t---t---l CJ PLANNING DEPARTMENT (, ~===..:===========-=~ IRRlGAT[ON,PLAN FOR: 5·13·10 a.JA :S-BU I c:r DATE INITIAL ENGINEER OF \YORK REVISION. DESC~IPTION DATE INITIAL DATE INITIAL OTHER APPROVAL C !TY APPROVAL FOUR SEASONS RESORT AT AvtftAA EAST VILLAGE APPROVf:0 ASSISTANT PLANNING DIRECTOR b-1£0 I DATE OWN BY: ___ PROJECT NO. DRAWING NO, CHKO SY: ---1 CT 95-02 RVWD BY: 346-?N .. . ~ L-------------------------------:--------------------------------------~Cf'°iMuiwwnocgiiio~-5~0~9 .,>i ',, · ... .f' ,.,)-.,,_. ·. 1//l f/ . (/ .J / .-- • 00 ,.._ , __ w li.J I I (/) I 5 I ld z . ~FOR IAAl6ATION AA::> PLANTING ON!. y INClJ~ING PPUlef LCXATION OP PLANTINeAAJ!A • • I •• , • f I " tJ.104 ({lnesett A'.'erue ~u,\f 140 la Jolla { 1Mr1111l;1 9lOl1 I J't t M i',! \~8 84/1 fa, 858 \S81188 ww,,..gn,pland• L ..rt.n.tom -----' .,..__..,,,,.,.,.---- • CRAPH!C SCALF: .,.., 40' iJ II)' 20' ,,.., 6()' 5' 15' ,c~u: /"o 20' ORAi."1_. __ .. __ _ ,;p•-. --~K ""ROVtD --,____________ JP --- -·------------·· JOU NO -----• ' (> UA'f& -··----~ ----~-"---·~--1-1e-oa -~~--- 811' lf AS···BUIL!" .. ) < .. 1· /'7, JI OAit ' .~ ' (, ,-. 1 : CONSL Cl!G •,,: ~OPE VECEIAflO~R~flON AS PART Of Cl~ ~~~~~~OVID[O foJ11gi~Nf CONfROL '""'OS O PAOS P[R ' , . ., . , / I I , i , '';fl . } , .. . i / I I '; -. .. ·· I : ~/ ?tf'' ~ .. /1r]oJ; i I --····-.. •·•· . I \ 1 \ \~ \\ \\ \ ~ \~ \ \ I \ . ..--· I OPEN ::;TATION 17e thru 24e LOCATE SPARE \1'1/!RES IN~ VALVE BOX 9e f'Q.TABLE .WATER. P O.Q__"e" IRRIGATION MAINTAINED ElV .(I-IOA I .. P.O.C. WI:!_" SALL VALVE \'ltl.' \_,._,..,... •~w ) --............. I,__, -/ I l" .. __ REDUCED PRESSURE BACD<FLOW PflEV & PRESS. REGULATOR& . "WYE" STRAiNER SE'f AT 7SP'~ ·~· .~ ,_ ' \----......,, ' ' -•. ·◊. ~ ,,'/,. & ~~ '\ __ / .. :•,::•;/ (Q - . \ ·.· • .. / /\ .. ~:\.;,\ ~ 11 \\ -1t1 \ 9JJ\6 i .5e I" J"l-~ I I I I '9if,I 1 (' : u HGL: ~75 ELEY.. STATIC PRESS. 124 Pil IRRIG. DESIGN .MI.N. f,j.3 GPM & MAX~19.8_\a.E.M \ 'l& \ \ . I' ,, \ \ t .. _,_ ... ,.,. ~ii Ult .............. . llfu@ii@M•~ 0\1~ Lend,Rc-~pe Ar"chitiec-tuN o Pl.aDninp: La Jolla Centi",~ lI . 92:55 Towne. C1:1nt:·t1 Drive Suih~ 340 San DiEigo, c A 921}:1 .. 3002 86B.6&G.1576 " P'wx ~t,8.550.lt>SO r-----------,---------· / As B LJ I ~ T I/ ____ ,_ .. ___ l APPROVED FOR PLANTING AND IRRIGATION ONLY, l !\JCLUDING PRECISE LOCATION OF PLANTING AREAS 1H A·-···· ... REV H WHJ PY: 'J A 11 [.XI', / I -! -~-.. -... -...... rt--1 __ -.. _-__ -._~r ___ --_-.-.-.-_..tl= ___ ,~2:::::1i"F~~~c~1=~:=~=Ci'=I:T~Y:f'L:A=N=?:!r==G=·:u=1:c=~=A:::__1=_::_r~= .. c~---=~-:s:B:P-=,-_=L_\=i--;:s=;E=~!=S-;-!i I .,.....,...· / ./ / f ..... t -· . . .. -·----+! .. j' I I ~c, I t . -····---+-----'--· ..... . ~==·.::-::_·:.;::;::;~==== . \,,.,,,. /◄ _,, ,,,,,-;.:/=---c""o~N':=T,...R.,,..oL,..,L-=E=R..,.,."e..,, .. --------, \ -~ 1 I ~--····t -. . _· _· -· ······ · --__ .J_ j ·-·-'----' APPRovrn --:✓$@ ···~~~~qj-. --~ r / ----·······-+-·-·-··-.. I ••• _j I . .. ASSISTANT r~lNG rll--RFC'i'oR··· --·-· ')HF -~ / IRRIGATION MAINTAINED BY: (HOA) i i • ---· · · -·· ---=---===:::::' SEESHEEi' 17 -J, ,,/ Zi_STATIONCONTROLLERWALLMOUNTED D~_E liHTIAI •o-,JISIJ Df' )All llN!l!AL: DATF INITIAL OWN BY: L PROd[cT NO. !li.,,I:. D3"/4W5iN_G7NNOLl' FOR CONTINUATION OF ·--/ [CA10-RBlil{RSJ WITH "RAIN GUARD" ,~GINHR OF WORK ,,~: -l ,'J ·• SCR [ PT I 0'-l ··· ··· ~R,~'KWDO BBYY:: .. · .. ·.·-··-····-· . CT 95-02 . ~-------------------------_,,:_'R:..::..R:;;IG:.:.:A.:.:.;;TION_.:.s.:..:YS:.:.:TE:::M:...._ _____ ~__:_J.._· ____ __!:::L::::O=CA=T=E=IN=EL=E:::CT=R=IC=AL=R::::O=OM=•=VE=R=IF=Y=~-------------------::_== __ ,__ ________________ .L__"_rH[-·R-AP-PR_o_, __ -AL:...l~Cl....::TY....::A:._PP....::RO.:..:.VA::....l ..i.=::::;'::;:::;;;:;;;;;;;~~::....===-===== ------------.. -,~--------------------------;' CMW[) g·-o--5-0_J9 c. 1 A ' SHRUB HEAD ANTI -DRAIN VALVE OR CHECK VALVE ------SCHEDULE 80 PVC _ ___--RISER / / FINISH GRADE ------LATERAL PIPE ,/'"-SEE LEGEND __ ------SCHEDULE 40 PVC TEE OR ELBOW SHRUB HEAD ' --/ \ I---:-· -------FINISH GRADE 1 ;-: \ ~------12" POP-UP GEAR DRIVEN .,---SPRINKLER WITH FACTORY \ )\'.\ ~,,\ ~\:\\\ "~\ / \ INSTALLED DRAIN CHECK VALVE <J' ~ '\ \\; ',~1\ ~~\\ \\\\~ '.\\\\' ~ '½ --<-~ \\\'~ 3/4" INLET TYPICAL--------\,..\ ----~~ \,\\ () %\ q, 3-ELL MARLEX "'--., \i\,\ SWING JOINT~-: -------::¼.., \ .... ,_ ------. ______ ---. -----\{'--..... ,., PVC SCHEDULE °',\ 40 PVC FITTING ---~/ / E ~ ------- ;f, ---~,~. ...:.::.::--~-~~~-c"I..).:'"°;-~=•--; ~:,~---"',..,-, .. :=) NON-PRESSURE ---LATERAL SEE LEGEND FOR DEPTH AND TYPE OF PIPE 12" POP-UP GEAR DRIVEN HEAD (ON SLOPE) ----~-------------------------------------------------------------·-·---------------------------·--------, B LATERAL LINE HEIGHT OF CRIB WALL VARIES-SEE ENGINEER'S PLAN FOR EXACT HEIGHT SHRUB HEAD ON CRIB WALL -. 2" SHRUB BED 1/2" LAWN z __ ROUND THERMOPLASTIC VALVE BOX /QUICK COUPLER VINYL COVERED ::, =!:::=';:;:::;:====~ ' N 314" SIZE GRAVEL~--- 1 CU.FT 0: :i:: 0 f- l.I-0.. OUJ zo WUJ <..'lz w-__J __J 0 UJ~ w <t: U):2 NATIVE OR COMPACTED SOIL--li:?TL .. -SCHEDULE 40 PVC ADAPTER F BRASS EL.Bow--______ / GUI(¥ (.:OUf'U:-1" VP{_ vt.7 SH.All Br Ct A ·,Yf'E Af""r'ROJfl? fOf CT:CYt:l.£17 ~IAT[r !I';-[ QUICK COUPLER VALVE !N VALVE BOX NQTE: SPRINKLER HEADS WITHOUT FACTOf'lY INSTALL.ED ANTI-DRAIN VALVE SHAU INCORPORATE AN EXTERNAL FLOW SHUT-OFF VALVE AS A PART OF THE SPRINKLER ASSEMBLY. r 1 I I : .1····· I I 2"MIN'-I I SIDEWALK OR CLJflB-.__ ' ·-r•• I '\ ---~ -4" OR 6" POP l.!i-' -~--FINISH GRM"JL / I ·--. t I I ~ -\✓I',·' '."••t:>~~--,. _ ;·:~-i/Y'!-<-·r.w~_/,-:i_, -~;/7':'_.:'.".',,.:"l!._ ~-------- ~····· · :---,:-. -::-·· .. ~ ;· \ :, ' ----4" OR 6" POP-UP \ SPRAY HEAD WI "DO NOT USE"~-- SCHEDULE 80 PVC ----_ RISER 8" MIN. LENGTH ---SCHEDULE 80 f'VC ------__ N\Pf'LE 5" MIN •, '·,,'\ FACTORY INSTALLED CHECK VALVlc NOTE: INSTALL PVC ELLS SO THEY TIGHTEN Wi DOWNWARD THRUST Of RISER ---= MARLEX 90° STREE.T MARLEX 90°--~ STREET EI.L \ \ \ / ----FL LS (3 TOT AU _____ I_A TERAL PIPF:. ((·"Jr ' •-----------~---l --_\ '· . .---,.- ---------). :., .. 4" & 6" POP~UP SPRINKLER HEAD AUTO-CONTROL VALVE----------. FLOW C_ONTROL---- 2' LONG EXPANSION CURLS " PVC UNION----.........._ SCH. 80 ..,_ a: QI 1L f- 0 Q_ zw WO (')......! w <J; ......! II w ~ EPOXY FILLED tl5 '.] , CONNECTION SCHEDULE 80 PVC- THREADED ~~ BRICK @ EA. CORNER--- 4 REQUIRED. ________ _,,.,,.--- SCHEDULE 80 Pvc~-------- THREADED NIPPLE SCHEDULE 80 PVC- THREADED RISER 3/4" SIZE GRAVEL- 2 CU. FT. ·-.... .. TAPE & BU NOLE WIRE EVERY 1 O' TYPICAL RECTANGULAR THEnMOPLASTIC VALVE BOX (1) ONE VALVE PER ROX TYP 2" SHRUB BED\ 112" LAWN 1 ----f) -SCHEDUL ,, 40 PVC ELBOW re ;r: 0 u.. ,--0.. Du; ZG w LJJ c.'.Jz w-. __J ~ z l,U -w <J; Q')L AUTO-CONTROL WIRE --PVC SCHEDULE 40 '.-., FITTING -----MA IN LIN E AUTO -CONTROL VALVE . "'~•··~- ... .. ,.. ~ .. - - DATE INITIAL ,':, ' -'· GEAR DRIVEN ROTARY HEAD STAINLESS STEEL V.I.T. -- :,PRINKlER TIE W/ PROTECTIVE ',/INYL TUBING (2 CA REO.) CHECK VALVE OR COUPLER~~ USE FACTORY INSTALLED CHECK VALVE IN HEAD IF AVAILAEJLE. 12" 3/4" SCHEDULE 80 PVC RISER:--....... • ---------------- --......~_112~ DIAMETER RE-BAR STAKE. -------rSCHEOULE40PVC -'---... .,'!J0° STRE':ET ELL 920 SOUTH ANDREASEN DRIVE #106 ESCONDIDO, CALIFORNIA SCHEDULE 40 PVC TEE OR ELL V.1.T. PRODUCT . ----] I (619) ,ioo-s102 / _,/ GEAR DRIVEN ROTARY HE,I\D ,__ ____________________ _ OPTIONAL BUBBLcR ~ ( S!'E L~GENJ -I ·- / / __ ROD~BALL //d Fl N ! Sh GR,\()[ / {1/ 4"-PVC DRAJN CAP/GRAT[ / (BLACK J / PRFSSURt. COMPLNSAT I ,'JG / / BUBBLER WISCH. 80 PVC NI Pl'LE EDGI:. OF PAVING _ __,-__-SCH. 40 PVC El FlOW ,:_ r. ~ 1---....,.,,i "', ,,__ __ :7¢--yy---(.;,_'=.~-(:, -=~-:-PVC LATERAL ' ' ! ' ! ' -:, I ! ' ' i 11 · I i1, L '" X BELO V✓ __ , -- ~~" ... .. ---.... , '" ... ,_, _., __ -- -,. , .. .. -···~ .. -~ ~~ -- 4" DIAMETER X 3'-0" LONG PERFORATED PVC DRAIN PIP~ FJLLlD W/PEA GRAVFL GRADE BUBBLER APPROVED FOR PLANTING La.D.ds(S~pci ArohltttOlU)"l'J • Plan.ri.1.b.g Lfl. foUa Conlrs II 8206 TQWD<, Centre I)rlv~. Suite 340 '-11-"\. San Die_Jo, CA 92121-3002 868.550.167:) • ;r.,,1; 858.660.1680 -11 AS BU IL T 11 AND IRRIGATION ONLY, -INCLUDING PRECISE DATE RLA_, EXP. . LOCATION OF PLANTING _, REVIEWED BY: AREAS INSPECTOR DATE l1U I CITY OF CARLSBAD 11 SHEETS I PLANNING DEPARTMENT '.3,t, IRRIGATION DETAILS FOR: -~-~-FOUR SEASONS RESORT AT AVIARA -EAST VILLAGE .. APPROVED .. rfttfj! 6...-!-oZJ ASSJSTANT l"LA~NINC DIRECTOR DA rE - lN!TlAL DAlt !NlTIAL DWN BY: __ ,_ _____ PROJECT NO, ORAWJNG NO. DATE CHKO BY: CT 95-02 346-?N REVISION DESCRIPTION --ENGINEER OF WIJRK OTHER APPROVAL C JTY APPROVAL RYWO BY: _, ~ u LW --, D "' 0.. --< :z l---------------------------------------------------------------------------------------------------------------------------------=-::-::-e-:-~=-::::-::::--=:-==--'D CMWiD f}0-509 I I / / -AUTOMATIC CONTROLLER CLOCK IN A WEATHER PROOF, TAMPERPROOF LOCKABLE CASE; WALL. MOUNTED PER MANUFACTURER'S SPECIFICATIONS. FINISH GRADE . " ~WALL -·--BUILDING SLAB --~;;""'"',.,...;.,,4,r7i L...,.;;,.,;,,,~:;.i:,:..·_.,.,, MINIMUM 2" E LE CTR ICAL SWEEP &:, /' PER CONTROLLER SCHEDULE 40 PVC / ~ --~~~·-------12" RADIUS MIN SIDE VIEW ------~ ---' ff----WHERE TWO OR MORE CONTROLLERS •r-···· -l\ --····· ··· -ARE MOUNTED TOGETHER, A MINIMUM ~ OF THREE INCHES SHALL BE LEFT 1 . 1--I __ .;.,. BETWEEN CABINETS \ I I 0 I I I ... L7_J 2 3. -------CONTROLLER CABINE"f ---3/4" RIGIID STEEL CONDUIT FOR SUPPLY ____ ANCHOR CONDUITS FIRMLY TO WALi. WITH GALVANIZED PIPE CLAMPS USING FASTENERS APPROPRIATE FOR TYPE OF WALL FOR LOCATION OF SUPPLY CONDUIT AND CONDUCTOR REFER TO l(ELECTRICAL PLAN), CONTROLLER SHALL RE GROUNDED AT POWER SUPPLY BY GROUND WIRE. MAKE ALL ELECTRICAL CONNECTIONS INSIDE CONTROLLER CABINET. IRRIGATION SYSTEMS ELECTRICAL I I ·(···' '(' _,.A·,°"', i I / '-.\ \ CONTROLLER CLOCK WALL MOUNTING I/' _>, < ).(_ ·-. <" _.,,..,-- FOFl GATE VALVES 2" A~J[) SM/\LLLER USE ROUND PLASTIC . .-----VALVE BOX (1o'x 10-1/4" X 13") // FOR GATE VALVES 2-1/2" AND / I.JP USE RECT/\NGULAll PLASTIC : / VALVE BOX (12'X 1 7"X11 3/4") / /-2" SHRUB BED / FUJc,li IN l.AWN I -- SCHEO. 80 ------PVC UNION I INl:;11 CRADI: CT: I 0 f-- lL CL ow 7 (_J IJJ l 1.1 (_'l 7 w .:..-: ,-. .!~ /~ 6" SCHED. 80 PVC SCHlO no PVC Nlf'l-'l.E SCf I IJJUl E 40 PVC FEMALE ADAPTER ( . Q_-·· '.l . .l ~-~ :J_J ...-.{ IJ) > 3/4" G'~AVH - MIN. 2 CI.J 1·T •' ,; . ·~.: .... .. ( Nlf'PI..E I:,: /SC:rlE::DULE 40 PVC ( . .';: I FEMALE ADAPTER MAl'JLINr= BRIC!'(@ EA CORNEn 4 HFOUIF1ED GATE VALVE AND UNION M TYPICAL MOUNTING USING INSTALLATION KIT '::::m -·P' : EAVE MOUNT , BEND BRACKET TO : KEEP RAINGUARD LEVEL. FLAT ROOF MOUNT KEEP RAINGUARD LEVEL WATERPROOF WATERPR06F WIRE NUT WIRE NUT ATTACH WIRE TO WALL WITH APPROPRIATE WALL CL.AMP. 1 WIRE SHALL BE THE SAME GAUGE AS USED PER IRRIGATION . INSTALLATION. TERM1NAl STRIP C MASTER 0 24 V POWER , ' 4 VALVE M -------~ -~~~ 0 0 0 0 3~ 29 0 0 _ __d_ __ J YELLOW ----r==~~ -(-' "·-ro RA!N GUA.P.D ' GREEN 2 1 J EXISllNG Ip VA 1. \/ £ ______,,. 1 , - COMMON f""'-,, WIAE(S) 'NOTE: CONTRACTOR SHALL VERIFY CONNECTION WITH MANUFACTURER PRIOR TO CONNECTION OF CONTROLLER· VARIOUS OTHER CONTROL.LEAS HAVE DIFFERENT CONNECTION. CONTACT: WATER CONSERVATION SYSTEMS, INC. 840 WEST NINTH.STREET SUITE D UPLAND, CALIFORNIA 91786 TEL: 714 920-3131 "RAIN GUARD" INSTALLATION ON. BUILDING [DC,[ Of HXFD IMf""\OVI· Mf HTS ,, . .,,,. 1 ?" Mlr\J 1 il'. MAX HOUND THFRMOl"IASTIC VAL.VF I\OX LO TOr1C. PLASTIC BAU. VALV\ I I ' , 2" SHRUB BE~ \ ----\,,----,.,-....,../ 112" IN LAWN "\_ \ '· re I t::::===t===t===~ f2 ~ r::: PVC UNION SCHEDULE 80 sc __ HEDULE no PVC·--~ Nlf'PLE \ PVC MAINLINE:~_ SCHEDULE 40 PVC COUPL~~> 4X8 BRICK TYPICAL---~· i4 FlEOUIRED) 0 w '° 20 z 2 U./ !lJ (J 7 w .~ • ..J =; w::.:... lU <>'. {/) ~ COMPACTED OR ./-- UNDISTUr{BED SUB-GRADl--------· I I ··-ij .. """ -- SCHEDULE 80 PVC NIPPLE SCHEDULE 40 PVC COUPLFI -~-,.-3/4" GRAVFL MIN. 2 CU.FT. N LO-TORO PLASTIC BALL VALVE FLOW METER INSTALLAIIOM WATERPROOF ALL WIRE CONNECTIONS SEE SPECIFICATIONS . _ _-.----,.,----::----~ CLOCK -----..--'( ·-:--] ··· .. :.: ·--;-·-• WHITE WHITE (COMMON) '_5-----~ ~ l BLUE .-···:<•·-:--: ~ 0 LUE' ,I ,-:'IRE// '-"""""-,' ~'~ B:::K ~ /-~-~ ~ ~ -~~~~:-. BLAC::~ '--"'"".--l_ -)·::.t.:~~: ... ·· .•MASTER CONTROL VALVE .. -.. ·· ···4£~9------·-FLO...,;·~ETER DIAMETER SAMj SIZE ~\ . .J-· l _ .. -AS FLOW METER SIZE ~-~IAMETER SAME SIZEAS FLOW METER SIZE MINIMUM DISTANCE UPSTREAM 10X DIAMETER OF FLOW METER SIZE _,.-- MINIMUM OISTANCE DOWNSTREAM 5X DIAMETER OF FLOW METER SIZE K FLOW METER LOGE OF FIXED IMPF10VEMENT FOR BALL VALVFS I I .r ' 12" MIN 18" MAX. 2-112" AND UP USE RECTANGULAR THERM0f'LAS1 IC VAL.Vic BOX . I c::::i c:.=) ~ c....=:i ~ -=== • <D SCH[D. 4C f'VC--~'" FEMALE ADAPTER ;•?Peo:fl,'b. ~;CHFn 80 f"VC ~IIPPIF-··/ / 314" CiRAVE1..-··· MIN ;>CU.IT '· .-BALL VALVE W/ UNION ------...__PRESS U RF MAINLINE PIP[, '·-SCHED. 40 PVC FEMALE ADAPTER ··-. __ SCH FD. 80 PVC Nll"PI. L BALL VALVE W 1TH UNION C> ••e-~ --"·"'""'•' -----·· ------·-,--.. _,, DATE INITIAL REVISION ENG I NEER or WORK - FINISH GRADE N.QTJ::: CONH=:ACTOR SfiALL INSTALL HOSE 81GB s:rn= OF "WYF:'" STRAINER TO THE SIDE. Dc.T JI IL DI/\CRAMMATIC. 1 /2" 1 " --- IN LAWN_,------- IN GROUNDCOVER AND SHRUB BED "WYE" STRAINER ~ n.. ½-.; w \ Cl. / / BRASS UNION---~~ // w oz ~ :::; I 0~1 w ::i; ' BRASS NIPPLES """'S-...____ -----~/ . ,, -I ~ ',fo-'/wC:>1/"h 2-CUBIC FOOT 3/4" GRAVEL PVC MAINLINE ----------- __j ,<CC I wa: WO U) lL ~f---"W_Y_E_', _S_T_R_A_IN_E_R ____ _ , __ / • APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS Lenllllcap• .A.rati.! t.ec:itu,M • Planning l.a Joll~, Cen h'c II gz55 To--,ru" C"'ntr~ Drive. Suite g,40 , I,!"--"'\ San Diego, CJ. ei121-3002 658.560.16'75 • r't'.l'll; 858,660.1580 -"AS BUILT" --DATE RLA EXP. REVlEWEO BY: -· INSPECTOR DATE - ,-.~ .. ~~----~ CITY OF CARLSBAD SHEETS 2. PLANNING DEPARTMENT 'JC --'" ---~-·· .. -~-,. -JRR\GATION DETAILS FOR: """"'"~ __ ..,,, .. ,,w•--·-~ FOUR SEASONS RESORT AT AVl/,RA '"'··-···••"' -·-.~ .. --~-- ·rn~~-. EAST VILLAGE .. ---,-·~-APPROVED ;i(lfJ-6-f-oZ) I , ·~•s.•, .. --" -,•' ! ' -----•--,.•,, .... ASSISTANT PLANNING DIRECTOR DATE I ·---""·- DATE INITIAL DATE INITIAL DWN BY: PROJECT NO, DRAWING NO. DESCR!PT!OIN CHKD BY:-·----·-·--· CT 95-02 346-?N OTHER APPROVAL C !TY APPROVAL RVWD BY: - 0 N 0 I <O "' D z >-u "' -, 0 QC o. "" '--------------------------------------------------------------------------------------------------------------------------------------------------·------lis CMWD1 91)-509 ;r; f- (L w 0 (I' 0 lL 0 z w (') w _J w w CJ) FINISH GRADE· ---------------·----------------···--- 5!. ,1 . --·· . ..... -··-·-- \ I f,-,. 0.. w 0 I 0 LL 0 z w (') w _j w.J w (f") p DRIP VAL VE ASSEMBLY Size .3"&4" ~-6" e· 10" ......... ~.~- 12 II >---+-----< ~G(!;'' MIN. rr----0-✓ """" '--- kA A--4 TEES ,-· 24" MIN .• 12" & LARGER PIPE 18" MIN, -10" & SMALLER PIPE t--0-----"\ 90• 6«101 4~• S.nd• 22:<} Bench T1,1 A B A B A B A ,:," e• 4" ..,. 2· s" 6" a· IO" G,.~ a· 3·" 6 . a" 9" 9" B 6 H e· 12· 12· 12" a" 10· ,:, " ' iii• f----~- I I' 14° 1s· 14" 12" s" 10 .,._ " 20 16" 1z'' 14" e· I I" 14'' 16" Copa Cro1111 C 0 A B a" 14" .s· 6" 10" 20" e· e" 12" 21· g" 10· 14 • 34" I I" 12· I s"' 4 I" 14" 14" SLEEVIE CHART FOR IRRIGATION PIPE AND WIRES , .. ,,,,_.,e···i:i· .............. .,.. ........ P. ·v··i;i·• """.--o·· """"o···· .... , ...... ., .. ,. .. , .... '·"'"'"H .... E. "o·--·o· · '·~·~,,...,...,,,, --~~ · ~~-~-, · ""· ... ,~ '·"'···\':o. ·-·~ffln:'" · ,.~,\~.s:..: ·· ' · · ~,t·r:'\1ru;,.,, ;y·,,s[:itgGg·•·s:"W"e'"tr<::T )tu::..:: "w'"\ki;:' ,-)•M:Si far/Ws"'t.:''if:g-/je)/§fl~'Y0i1l ::·;-.,:,::. ·:J;:.·':: ... , .. _ _;_, 1..i... ~,-.:,;:::·.,~:,·, ·.;/i~i.'. ,ii</1!. ~:(LJ)'.:':: :r::::J,-::<;.,_ .. : .. ~•.,:;.,; .. ,,;-'-·;,J,L~;,,/ 3/4"' 2"" ----,~.__l,:l!...,___ ____ ,____1: ___ ..... __ 1""-c-----t-----:-:'-·· -·----1t--1S--;:;:_24'"------,f----···-2·11_2'_' -------< .~1-~1~~-""-+--~l-~1~~-"--•f----25-3~6__:--+-·------'3~"------t hl/2'' 3" 37-41;1 4" ·--2-•· -----t---4"" --=-49'-.. 7-'--'2'-----+--·-6~·-----··· >--------,--------~l!-----'=--'----+----=----1 2--112"' 6"" >------·-· --···--··----"::-----il---------t------, 3" 6" 4"" 8" -NOTE; SLEEVE CHART IS FOR IBE CONVENIENCE TO THE CONTRACTOR. CONITRACTOR SHALL PROVIDE ADEQUATE PIPE SLEEVE SIZE TO ACCOMMODATE THE INSTALLATION OF THE IRRIGATION PIPE AND WIRES ~-----=··" , .. , .. ,~ / ' / / " CURB & GUTTER S l[}[W/>,LK -··· ·-·-·-·-,., '" .. -··----·---- 2 LI " I , ·-·---·-·-----!' METER BOX WIME-ER fi_/ __ ,_1 -----1,i-i-;-__ / :·.·;::·----;~TABLE .. ~;;·:; C.[. LI NE. r--i / I ---·---·-~ . B . ---12" MINl~JM ~•·---7~tliA~I~ W~if ~L I NE W/SLEEYE -=====·-=--==""'~ / 10' MINIMLIM TO POTABLE ! _, ~iiiTiL.!NI~ IN STREET ,. fJOTE: -V-ERTi'CAL CLEAH,,NCF OF 12" MINIMLIM IS MANDATORY '//!"EN CROSSING PATH OF A POTAFII .. E WAT[li LJl,E, INSTAI_LA-ION OF F<[C.'(C:LfJ? WA1(R IRRIGIITION MAINLINE 24" FROM FACt OF SIDEWALK WILL PROVIDE T~E NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE STRLET. POT ABLE SEF?VICE I_INE: CROSSIN(; .-~-·FINISH GRADt. NOTE: CONTRACTOR SHALL INSTAL.L HOSE BIBB _..---2" IN SHRUB BED SIDE OF "WYE" STRAINER TO THE SIDE .., 1/2" IN LAWN ·~~ DETAIL DIAGRAMMATIC. ~~miF'.7~//@;~~~Mt////jkZl~./72Z7ff<Z/7%'..7.:L;;:;'.'.c'.'-i;:,::..c.-;;l'.z.1/~Z..lv✓'ll~- THERMoPLAST1c / 20-1/2" X 14-1/2" X 12" .. PRESSURE REGULATOR "WYE" STRAINER ( ' BRASS UNION BRASS NIPPLES- "4X8 BRICK "··~--SCHEDULE 40 PVC FEMALE ADAPTER -...,(TYP.) EACH SIDE .. ---. -· -EXTENSION AS REQUIRED-·--·~ ·-----~-. -----. ···-.... _ · · --~-2-CUBIC FOOT---------- 3/4" GRAVEL ,,y 0 () /o~ , "" THRUST BLOCKS s '-- SLEEVE CHART FOR IRRIGATION PIPE AND WIRES PRESSURE REGULATOR WIWYE" STRAINER ~ r·~~~-- DATE ~·-·-·-·~··· " • STREET SURF.6CE ' J· . --. ' ([) I ---.. ., .. ,, .. ,,-::;:-·;:.-:..:· ··;=:::"============ I . ' T,T--, 11 -I ! : I : ··· I ·· -I , ,... .. ... . , , . , I . : ...... 1 ! ·· i i 1--:--: 111 · POT ABLE MAINLINE (SEE IMPROV[MENT DRAWINGS) ,, . --·-· ---·r-··· ..... , ______ ,,__ 17" MINIMUM R[OUIR"D ()VFR""IC~~--~~--;:ARATION { i<'E[vCl..tt:J WA,ER IRRIGATION MAINLINE --(Q) ·--SLEEVE NOT[: r\LL RC::C(l:'.e--tl) W.'\TER IRR1 G/\T!ON PIPE /\ND SLEEVES SH,A,LL 8E PUPl"L[ AND lAFl[l_[D AS SPECIFIED IN: 'ST l'NC/\RD SP[ Cl:IC/\ T!ONS ~·op PRIVATE IRRIGATION SYSTEMS' 'CARLSBAD RECI .. AMP,TIOI\! RULES AND REGULATIONS FOR CONSTRUCTION OF i'.loe-L'~C.L-t::I? WATER MAINS', OCTOBER 199.3 A POTABLE t"~)\iNL INE CROSSING NOTES: I . TKRE 9"IA'.L E£ M) FITTll\GS m CO'-lNECllONS m on-£R Fl'.<'.:llJT!ES OCT"'1IN M MCTfR A'-0 &o.fUJM ASSEME.\l.Y. ft. 2. fl./lO<J'L(M! M£VEi',fIDl MA\f NOT BE I INSlAU.ID IN l'UllJC RIGHT· (:£-11,/A'( 3. C0NsTRuCT 2' HK,H Fi£TAINING WALL ON 3 SffS CF ~ PR£\/£NTER ·.-ll-1£N lNS"WilD Olli 1 4: I OR Gff"tATER SLCPL OPEN fN) r SHAU. OC AT ~•U SIDE CF SU)P£. Frovff 2 HORtZONT.<lil. Cl..IAfWa OCTWUN W'lLL A1-lJ BAO<-Fl.fNI PREVENTER. 4. 00 ~ INST,<>LJ,_ tN ~ SU8JECT TO fl.lXDING . 12" MIN. 36'MAX. W'"'>---------(5 ···-® i----...1.r"· 'MAX=----~ --•--. .:=-l-=1r _t_ ·--- ®-··j r ~~i I: __ · ·-·=fijii ·• •. ···• ·.•· 7 Li~~---···· ,y ,: 3,) I r I I I I !) // C------:.::-_-__::-=: / ◄··~· PRIV!liil: _(Ql'§t,,IMERS RESPONSl81~ ·--+-·-' --- TO OC NSTAU..ED fllR3U,'\NT TO ~!PAL OXE: IISC{)( 14 08.00 400-SEC s a Ti TI..£ 17 OF THE CALIFORNIA ADM 11\iiSTRAnvE CC0E. 1::u -~ --------t-·-'!L ... ---1 ------------t--~ ··------< ., .. ,··~···-·~---··-···--------1-·---... CARLSBAD l\1Ul\!fCIPAI_ 1NATER DISTRICl" ~ ~ ~ 2 INCH, AN[)UNDER ' SID DWG. 00. 11------+-____,. --"' BACKFI...O\N INSTALLATION W20 AUGUST 1993 ___ .____,__..._ ____ ~ _____ , _______ _.._ __ .;.__,;:.:..;;,._, APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING ' AREAS ' - -., .. ' .. -""•··---~ ·-~,--. ··-~-.... -.. ·-···-"·-"-~' . --·--~----> -~..,,,,,,,,_,, , __ Lo.ndacap,1;1 Ai•(lhitectur~ • Plann.illg Ln. ;1oni,, c,,n.t:re U 9266 Towne :::ontre l>rive, Suite 340 ,1ir--,, S.a.n Dlof!!o, CA 92121 -3002 851:1.000,1576 "' Fe.X 858.650.10':10 -11 AS Bu IL TI/ -· DATE RLA __ EXP. - REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD I SHEETS 3{-, PLANNING DEPARTMENT --···--.. -, .. IRRIGATION DETAILS fOR: ,N,,,, .• ,a,. FOUR SEASONS RESORT ,l1T AVIARA ,,., .. ,., .• as.•.,, ... -~---·· ' EAST VILLA-GE ~-------~-··---, .. .. , . ' .... '··-·--- ,,., .. ,., ....... APPROVED t?'oY £-1/_u'Z'.J ""; . ., ... , .•. -~---·-ASSISTANT PLANNING DIRECTOR DATE . ' ... , .. ··--~ -DWN BY: PROJECT NO. I NIT I AL DATE INITIAL DATE IN!T IAL CHKD BY: ._,_ -ENG I NEER OF WORK REVISION DESCR!PT!Ol\l OTHER APPROVAL CITY APPROVAL RVWD BY, CT 95-02 J [ DRAWING NO. 346-?N 0 N ? "' m 0 z .... u uJ , D "' a.. "" :z L-----------·-------------------------------------------------------,c;::;:;M~wwrr•o119:ifo~-:;:;5:noag 0 - ' ' ' I I --1 .·.1. :.-illlll!1/··• .r: ._.rl·· I ii --I l ,------.---------------------.----------------------,--------------------r-------------------,----i i 1: 1 ~µq---------!:>HRU6 ~INKLEll HEAD, SEE i 11 ! 12' MIN. NOre, I""':!'--------&HRUe ADAPTER ~'I", SEE LESfND FOR &FECIFICATIOH --------&cH /:JO PVC NIPPLE, THO fl.l=G!Ulfl.ED ~nf ,J,e; fl.l=G!Ulfl.ED --------~INS TYPE ANTI-DAAIN VALVE ~~!!f~----FIHl&HED 6AADE ,----TRIPLE 5HINc;; JOINT A&&EMBL "I' ,---&cH 40 PVG S>6><T TE'E FITTIN5 LATERAL" ~INKLER INLET &IZE IN&TALL ~INKI.Ell HEADS 12' FROM FENCc5 l'IALL5 OR 6UILDIN55. DO NOT IN&TALL ~INKI.Ell HEAD HlnflN 10 FT OF PAVIN6, CUR6S OR TURF ED6!:5. IN&TALL ~INKLER HEADS PU.MB. AD-1.l&T ~"I' TO COVEi' LAHP&CAFE Af1.i=A HlnfOUT ~'I" ONTO PAVIN6, FENCc5, l'VILLS OR BIJILDIN6S. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PA&TE. NOTe, ~------INSTALi. SPRINKLER Hl;AD R.IJSH rllTH FINISH eAADE IN 11.RF AflE.>6 1-----~"t' HEAD, SEE LESfND FOR ~IFICATION /2' IN&TALL SFRINl<LER HcAD5 6' FROM PAVIN9 EDeE IN ef1.0IJND COVEi' ~- IN&TALL SFRINl<LER HEADS 4' FROM PAVIN5 ~ IN iVRF ~- IN&TALL &PFI.INl':LER HEADS PLUMB. AD-1.l&T &PAA'!'& OR NOZZLE &Tfl.l=AM TO COYcR LAND&C,APE Af1.l=A HlnfOUT OVER&FRAY' ONTO PAVlr-19, FENC,1:5, l'VILLS OR BIJILDIHeS. DO NOT U&E SIDE! INLET ON HEADS Hin! INTI=~ CHECI< VALVE. ALL ~ CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. 0~:~~Y. HEAD ON RISER 0 ::::~~ SPRINKLER NOTE, FINl&li ~ Ill iVRF ~ ~-PLA&TI(; RECTANeiJI.AR VALVE BOX HITH 60!.T DOHN COVER, USE 5TAINLE&S BOLT, HUT, AHD HA&HER BOX TO 6E PL,1,c;!:P AT RICSHT ANSI.E TO HAADSCAl'E E0$1:. HEAT 6AAND "F&' ONTO LID. ~-R.0119EH&OR, SEE LESfND FOR &PEGIFICATION ~----(4) Bfl.lCI< SUPPORTS ~----5/4' ~ 2 C,lJBIC FEET L-------LANDSCAPE FABFI.IC HO FITTIN65 10.C PIPE O.D. IJPSTFI.EAH OF 5E1'60R, NO FITTINGS 5x PIPE O.D. DOHN&Tfl.EAH OF &ENSOR IH&T ALL R.011 SENSOR FER THE MAH,l','G. TUREf1. '5 FI.ECOMMENDATIONS, ~ Hlf1.1=5 THRO\.IGH CONDUIT TO IRFl.l~TION CONTl<OI..LER.,._'"' U&E 45 DE~ a.LS TO ACHIEVe MAINLINE DEP IH vN 1HE DOHN&Tfl.EAH &IDE OF THE l'\.011 ~ ~ FOR IRRIGATION Nt> PLANTING ONLY, INC,UJDING PREC.ISE LOCATION OF PLANTING~. ,----FINl&li eRADE IN iVRF ~ ,----PLA&TIC RECTAN61A.AA VALVE BOX Hin! 60!.T DOHN COVER, LISE STAIHLE&S BOL.T, HUT, AND HA&HER. BOX TO ElE PLACED AT Rl6HT ANSI.E TO HAADSCAPE EO$I:. HEAT BRAND "rN' ONTO LID. -FINl&li eRADE IN !:>HRU6 ~ NOTE, ¢ f'LOH 2' MIN. =-==;,.:.:~= ..!ii---(4) Bfl.lCI< SUPPORT& ~---5/4' ~ 2 C,lJBIC FT. '-------LANDSCAPE FABFI.IC OOX TO aE IN&TALLED TO ALLOW FOR F'f1.0FfR OPERATION OF BALL VALVE HANDLE. IN&TALL AT RICSHT ANSI.E TO~ ED$e. IN&TALL VALVE eox cXTEN&IOH& A5 REG!Ulfl.ED TO ACHll:VE F'f1.0FfR VALVE IN&TALLATION AT MAINLINE DEPTH. ALL ~ CONNECTION& &HALL HAVE TEFLON TAPE OR PASTE. 9404 Genesee Avenue Suite 140 la Jolla California 92037-1353 Tel 858 558 8977 Fax 858 558 9188 www.gmplandarch.com lAl'fDSCAPE ARCHITECTURE & PlAt'f!\llrl(~ DRAWN APPROVED 1st. CITY SUB 2nd. CITY SUB JOB NO. DATE MK JP 2-19 08 4--4-08 07-140 1-18-08 lln.E: ,... LESfND FOR ~IFICATION I 1, ,,. ··I l! I ~~-------~ fl.lSEII. TO &TAJ<f Hin! &TAINLE&& i ii I &T!:B. 'PUNCH-LOK' CLAMP, THO fl.l=G!Ulfl.ED ~-----l' INl&H SAADE IN 1\JRF PM:.A5 I ii I r,uJ,-------~~ ~Zi-1~ ~------l"~R"u~¼~'-t:~'t1;-~~~1™l DO~ .·.·,· .• t,, ~I "~-+--------,v~ •• )( , ~ BOX TO 6E Pl.AC-ED AT RJGHT ANel.e TO HARD&cAPE ' '' " REeAR &T""'-,... '6 ~on ED6E. HEAT 6RAND "MV' ONTO LID. . jj ~ HA&TER CONTROL VAL VE, &EE LEc:;ENC) FOR &PEG. i !I I 12' MIN. NOTE, ~~-------SFRIN5 TYPE ANTI-DAAIN VALVE ./"-----&CH e,o PVC HIPPLE, ~nf A& fl.l=G!Ulfl.ED ttr1:;:=~:__ ___ FINISHED eRADE I WrrrJJJ;-nilJr ----UNPl&TU!<BED &olL ,,,---SCH 40 PVC THREADED COIA"LIN6 ~-TRIPLE 5HINc;; JOINT ~"I' ALL 1liREADEP CONNECTIONS TO HAVE TEFLON TAPE OR PA&TE. IN&TALL ~INKLER HEADS PLUMB. AD-1.l&T ~'I' TO COYcR LANDSCAPE Af1.i=A WITHOUT ~'I" ONTO PAVIN9, FENCES, HALL& OR BIJILDIHeS. ON RECYGL.ED HATER &Y&TEM5 U&E ' RISER MARKER'. 0 :~:~~ HEAD ON RISER NOTE, ~----FINISH eRADe IN 11.RF AflE.>6 ~--Fl.AST!(;~ Vii.Ye llOX rllTH BOLT DOl'IN GOVER, USE STAIIU35 BOLT MIi' AHP ~ HfAT 6AAHP 'GC.V' OHTO LIP. • -FINISH eRADe IN 5Hl'IA:I AflE.>6 ---BRASS Nlffi.f, MOLPfD IN FI.AC,E (4)BRIGK911'f'ORT5 • ...--1.ASCO SCH. 40 Tfl.lFl.c 5HIN6 JOINT A&5EMBL 'I" Hin! MALE eRAf,5 &TAelLIZER aeow <.---o.!!J--'-MAINLll>E, SEE 5F'E(;S. •------14 x '6' J;E6AR STAKES, 0 ol 2} '---------~FABRI(; L---------314' ~ I C,1.161(; FT. ALL nRADED CONNECTIONS TO HAVE TEFLON TAPE OR PA&TE. G!UICI< GOUPLER VAL VE KE"t' MU&T Sj,IJIYa Fl<EEL "I' HHEH IN&ERTED INTO UJ5 TRACI<. "AS-BUILT" S•lr>-oi' ~ A-.c9-tc~. cfl(i,~ · - DAit RECEIVED BY: DATE INlllAL . - • . .. im.!n~:;::t:::::::::~:1"" · ~INl5H GAADe IN 5HRU6 AReA5 i 1:1 ~ :I -I I !1 I :11_1_ _· i :,1 ~ --1 ~--~z.~ ~~ 1. :I I C.&cHl?,O~ i 1 ! ADAPicR, 0 OF .., .• ~ i:' I L------f&EN'VC,50~11}i~iJ&F~5. l :I I ,! :1 ~ ~~J---(4) 6RICK &UPPORT5 •.i*. i i L--------i;lR,',5,5 UNION ·, : i '--------6RA55 NIPPLE {TYP). ' 1 '--------LANDSCAPE FA61':IC. :u i' L--------3/-4' ROCK, 2 CIJ61C. FT. i PvC. HAINLINE PIP!! ~ .. : .. · 6ACKFLOH PER &PEc.S. t NOTE, U&E 45 DCC,REE a.LS TO ACHll:VE MAIHLII« DcPill FROM 51JPPL"t' &IDE OF TifE MA&TER VALVE A&SEMBLY'. I I ALL THf1.EADED CONNECTIONS TO HAVE TEFLON TAPE OR PA&TE. FINl&H SAADE IN TIJFI.FAAEA5 n PLA&TIC RECTAN61A.AA VALVE eox HITH 60!.T DOHN COVER, U&E STAIMLE&& BOLT, NUT, AND HA&HER eox TO 6E Fl.ACED AT RICSHT ANGLE TO HAADSCAl'E EDGI:. !-£AT BAAND "Fic-V' AND CONTROL &TATION I ONTO LID. -FINl&HGRADE INSHRIJBAAEAS prmt1111!r11111J11J-\\$;!:!J;;i!±l--:24' 111fl.l= LOOP =~-\r----V/>i.VE U, TM Yl:tl, i..;~1-'., -1-11------¾H. e,o PYC T1-IREADECI EU OR TEE '-----:=~1,.-__ CONTROL VALVE, SEE LEGEND FOR SFEC5 1.----1f1.tlia ~CJki~ (TYP). ~1--(4) BRIGK 5UPPORT& ¾H. &o UNION-----' 1---IRFl.l<SATION MAINLINE OR MANIFOLD SIJB-MAIN '-------3/4' ROCI< <SAAVB. 2 CUBIC FEET L-------LANDSCAFEF,',61'1C NOTE, ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PA&TE. IF MAINLINE OR MANIFOLD sue-MAIN 15 AT VALVE DEPTH, TE'E INTO VALVE Hin! SC.HM NIPPLE, ~nf A5 fl.l=G!Ulfl.ED. 0:~~~.~E CONTROL VALVE NEW SHEET SHEET CITY OF CARLSBAD 00 2.J.1 PLANNING DEPARTMENT ' ' . < ..... 4 -c ,r-,,,_4 .INll!_ IRRIGATION DETAILS FOR: FOUR SEASONS RESORT AT Al-fARA - · 1 APPRO~PJ '1-~-at" I ~-~\.~o DATE PLANNING DWN BY: 116. PROJECT NO. DRAWING NO. DATE INlllAL DATE INlllAL ca l j i J I i I i ' ,i '. l I I f i I I I I I ; I I I i l ' ·1'. ; I I .i j. ' ' ' ! ! -'\ i .. 1 ' ' ' i I ' ' i I ; I . I CHKD BY: CT 95-02 346-7N REVISION DESCRIPTION ENGINEER <1F WORK OTHER APPROVAL CITY APPROVAL RVWD BY: II ' INSPECTOR DATE CMHO 90-509 ' ' I ! ' I, i I' : : ! i I . ...,,.....,_ ___ ,__ ___ _ ~II~ I 1~1:==.==t===~I ~ 1 i' I lrn! lliTiill I --FINISH eRADE INS!IRLBAA06 +Ji'i;;.J+J;;;;:;~--"""TER Pl<OOF WIRE WHNEC, TOie (4) EIRIC,IC s.ffORTS .::::::==::)·1--:-PVG aec.mGAL 5Hl:EP (IF IN5TAI..LED IN CONDUIT) L----------LAHDSCAFEFAEIRI~ ~---------3/4' FIOc,K,,I ®I~ FT. +--:----¥-6' 0 ~~~~~-PULL eox rli----------IRRleATION MAINLINE IN5TAI..LED I&" I I OFF HARDSGAPE ED6E i----'--"------------HAADSGAPE ED6E I&" TYF'. 1-------QUICK GOUF'LER VALVE! ON Sl'IIN5 "' ,_, JOINT IN ROUND VALVE SOX ...._.--------SCH, &O PVG 1EE, 5><5><5 MAINLINE X MANIFOLD SIZE ---<>-------SCH. t,O PVG UNION =+--------eALL TYPE ISOLATION VALVE, IF SPEGIFIEP ,--------SCH. &O PVG 1EE, S><S><5 -==.Jl,--~----6ALL ~ ISOLATION VALVE, IF SPEGIFIEP . ,~;t======SCH. t,O PVG UNION I' IRRleATION 51.'6-MAINLINE, SIZE PER 12" TYF' I.AR66T VALVE h;U:;::;;;:;;;;;;;;;;------MINIMJM 12' sa"AAATION ElEll'IEEN ALL VALVE SOXES '-----~ GONTl'tOL VALVE! ~----SCH. &O PVG UNION rH====;:v LATERAL LINE TO SPRI~ NO'I'!:, ALL THRlaADED WHNEC. TION5 TO HAYE TEFLON TAPE OR PASTc NOTc, IF MAHll'OU) sua-MAIN 15 AT VALVE DEPTH, TEE INTO VALVE WITH SGH.&o NIPPLI!, LENeTH AS RfQl.llfiia:>. @~~~~~;'LD INSTALLATION UNDIST\JRSED SOIL---, LA~ LINE5, ----';If pa;r.Sf'EG5 DIMENSION A 13 C D 1/2' TO 2-1/2' IN SIZE I&' 12' 6' 6' :,• IN SIZE :24' X 6' 6' 4'AND~ ,,,. X 6' 6' NOre. DfTE(;TA6LE l'IARNIN5 TAPE 5HALL ElE PROVIDED FOR ALL PRESSURE MAINLINES. STANDARD SMIL THICKNESS, 3' WIDTH WITH ALUMINUM c.oRI!. PERMAIENn.'f PF.INTB:J AND AP.KA UNIFOl<M COLOR coc>e. PIPE INSTALLATION, RE~YCLED 5GALe• N.T.5. '<~ /)1.J:. ·r <ff' ~ .. ·r Dl"I RH A GG GOMHJNIGATION GASLe P\A.L SOX DYi RH A i,c,y + STATION i REMOTE GONll<OI. VALVE Dl"I RH A MY MASTcR GONll<OI. VALVE Dl"I RH A F5 FLOl"ISEN50R Dl"I RH A '3-1 6ALL VALVE Dl"I RH A Fl FERTILIZER IN.ECTOR Dl"I RH A 65 BASKET !:iTAAIHER Dl"I RH A M5 MOISMe 5eNSOR Dl"I RH A PS P\A.L SOX Dl"I RH A 0.GV QLIIGI<. GOUF'LfR VALVE Dl"I RH A FY FLUSH VALVE Dl"I RH A SLY 5LEfYE MARJ<;ER Dl"I RH A 60 MAINLINE SLOl"I OUT Dl"I RH A DY DAAIHYALYE Dl"I RH A ~ Alf/VY AGUA-I Rf:LleF Dl"I RH A DF DISK FILTER Dl"I RH A PF.V ~ Rf:6. VALVE GONTAGT IRRleATION GO!'ol51,LTANT FOil AN'r' DEVIGI! NOT LISTED. IDENTIFICATION LEeEND NOTE5, I. IN&TALLATION H!ST GO~ TO LOCAL GODE5 2, CONTRACTOR MUST PROVIDf ElAGKFLOH CeRTIFICATION. I. ~ PRESSURE PF.INGIPLE 6AGIQ9..0l"I PREYENTl;R, PER LESEND 2. "1T'E &TRAINER 3. BAASS NIPPLES ~TH AS REGJ 4, FINISHeRADf. 5. SGH.&o PVG FEMALE ADAPTER. 6. PVG PRESSURE SIA"PL'f LINE, 51:e SPEGIFIGATION5. 1. I2"Kl2"xl2' GONGl'eTc THRIJS>T el..OGl<S &. BAA55 TxT ELL, LIN!! 5121! 4. w1 I CK .,,<T aL, LINC SIZE 10, T'T'PL 'K' COPPER TI.J6IN5 FROM l'IATER MLTLK. II. Y.I.T. &TKONeSOX Glf'-i,oep Ql.llt;;K PAD, IF eNc.LOSIJKL I& SPEGIFIEP, seT2'/oeOveeRADe 12. FILL 13A5e OF QLIICJ<;f'AD 111TH '¾' FIOGK TO TOP OF l3A5e OF UNIT I:'. STAINLESS STEa. ENGLOSUKL (IF SPECIFIED) 14. PRESSURE RE5lA.ATOR 5. ALL 'T'liREADeD GONNEGTION5 TO HAYE TcFLON TAPE OR PASTc. 4. ALL BRASS OR GOPPER Ba.01"1 eKADe SHALL HAYE! m,.t. C20'I APPROVED Plf'e TAPE. DRAWN MK APPROVED JP 1st. CITY SUB 2-19-08 GONll<OI. l'llRE SLffYE; PER SPEG5 ---------4± ~ffl: MAINLINE SL.ffYE;----- PER SPEG5 DIMENSION-P!:DESTRIAN A 2' TO 12' SIZI!! :Z4" DIHl=NSION-YEHIC.Le A 2' TO 12' SIZE 36' NOTc, El G I&" 12' El C, 24' I&' SAND BACKFILL GOMPAGTED TO THe DeNSli'f OF EXISTINe SOIL "BACKFILL 5HOULD BE Pl.AGED IN 6' LA'l'ERS AND TAMPE:D lJ;;;ll--UNDISTIJRBED SOIL D 6" D 6' EXTcNDALL~ l:Z' MINIMUM PAST HARPSGAPE 6'61=5 ~ TO ElE "!WICE! THe DIAMeTER Of' THe Plf'e OR l"IIRe SUNDLe GARR.11:D. DfTE(;TAel..E l"IARNIN5 TAPE 5HALL SE PROVIDED FOR ALL PRESSURE MAlll.116. STANDARD SMIL THICKNE55, :,• l"IIDTH 111TH ALUMINUM GORE. PERMANENn. '1' PRINTcD AND AP .KA UNIFORM COLOR GODE. K SLEEVE INSTALLATION, RECYCLED SCALE, N.T.S. ReGTANeuLAR VALVE QLIIGI<. GOUPLIN5 VALVE 60X /T'fP ? NOTcS, • !:! F .... 0 J ~# 60X (TYF') 0 0 0 0 0 0 # # I. VX.V! eoxe 5HALL Bl; LABELED Elf HOT IRON eRANDIN5 OR AU.Mlt«JM ASPHALT a.o.sa, W.~PAINT. • "' I 2. CONTROL VALVES 5HALL Bl; INSTALL.8' TO AI.I.C,A oRDL.fll.( ARRAN6EMENT OF VAi.Vi; 60.><ES. 3. ~TE VAi.Ye -11:5 IN SHRLe OR~~ AAEAS l"IHfN POSSlflLE. 4. ~TION OF VX.V! -11:5 5HALL Bl; STAKED FOR APPWNAL 6'f LANDSCAPe ~ITECT f'l'IOR TO INSTALLATION. ,. Gl:NTE!I. VAL\/! eoxe OVl;!t VAL\/! AS5EMB!-e TO F~IUTATE ACCESe AND MAJN'IEl-lAN(;E. •• 5ET VAL\/! eoxe AT !:GUN. E!ZVATION5 vilTII TOPS AT FINIS!l eRADE IN 'T1.!<I' -OR,. ABOVI! FINISH ~ IN -~ COVa<l AREAS. ~. VAL\/! 60XE5 5HALL Bl; SET P ....... I I B TO rao,,;H OTHlaR AND PERPENr:>ICIA.AR TO ED5E OF N'IV,. f>. PO NOT DB'ORH OR C,OI.J.,O,P5I= VAL\/! eox 6'f ~IVE SOIL ""'1P~TIN5 ~ eox. 4. OH REG-r'a.B, S'r'STEM3 ALI. VAL\/! eoXES AND GVICI< WI.PLIN5 VALVES 5HALL Bl; CLEARL'I" COL=~ 0~~;~,; eox LAYOUT » AS-BUil T• DATE NOTc, STRIP AND TWIST HIRES FOR PROPER c.oNNEc.TION NOTc, INSPEGT, TcST, AND VERIF'f PROPER S'f&TcM GONNEGTION SEFORE: INSERTION INTO 5fAI.ANT GAATl'<IDee. DO NOT RE5IJSE SEALANT CAATl'<IDGE5. ~v IMleATION CONTROL Y AL Ve A=1 GV 0 0 IMISATION CONTROL VAL Ve I. Rl:GT. VALVE 60X WITH LOGKABLe c.oYeR. 2. 2' I.ABELIN5 PER SPEGIFIGATION5 :,, GONTl<OLl.eR/ECilUIPMENT DfSleNA TION 4. VALVE IDENTIFICATION 5. ROUND VALVE 60X 111TH L~ GOVER ALL VALVE SOX GOVER5 SHALL ElE PURPLE IN COLOR ON REG'T'GLEP l'IATcR S'T'&1&15. 0~~;~.; eox LABELING NEW SHEET --:r-::;;;;;ari ~ CITY OF CARLSBAD ~ PLANNING DEPARTMENT IRRIGATION DETAII.S FOR: FOUR SEASONS RESORT AT Al-fARA APPROVED FOR IRRlGATION AND PLANTING 01'1. Y, INC,LUDIN6 PREC,151: 9404 Genesee Avenue Suite 140 la Jolla California 92037-1353 Tel 858 558 8977 Fax 858 558 9188 www.gmplandarch.com 2nd. CITY SUB 4-4-08 nn.E: __________________ l---+-----+---------------+---1----4-----l----1 :====================! i-------';::'RE~c::::Ee:-:-1v::e-ED:::-::B~Y~: -------;..1-______ _j~----_-1+---_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-1+---_-_-_!-_-___ _j_!-_-_-_-J1----_--.1-1 I-AP_P_R'.f£--=-~,eJ:;.=.-i---::4'-'---. ""W=A=----,..11• ~a LOCATION OF PLANTINe>J<.fA. JOB NO. 1-----1---1-----------------l---+--l----+---1 :::;;· P:::LA;:::;N:::N::::IN::::G':::::::::;::::::;::::;-;::::::;::::::;::::::;::::::;::::::;::::::;:::==:::::::D::A::::TE::=:::;::::::! 1--D~A-TE=-4-IN-ITI~A-L-1-----------------1---+--l----+---I DWN BY: ~JI$..,.__ PROJECT NO. DRAWING NO. ,DATE INITIAL DATE INITIAL CHKD BY r.,, O?-l40 -----ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROV" CITY APPROVAL RVWD By; CT 95-02 346-7N I ' ,i t ~'. LANDSCAPE .\RCHlrEClUlilE ,l PlANNINti DA.TB 1-11,-oa INSPECTOR DATE -,__ ____________________ ....:;.;.:.;.:a.. __ _,_,_ ____ _._ _______________ .,_ ____ _.__ ____ __._ ___________________ ;..Ji CAIKO 90-509, . : ' ' ' ' I . ! . • I 11 ■1111111 ' I ·: ; ! j. i : " 1· ! I - J,' -,. • i-; 1, } : ]_ ' : ; , , ,. I f 1 I ij_,, ,' I I I I , I 111 ~ ~ ~ ~ ~ -------··-· ·····-. IRRIGATION LEGEND -RECLA~MED WATER G E-Ai-~~:-'? 1'1'ott·· ~!t'r»1r ···-········-········· ·-··········· ?'D-1-co -,.,. 7' 15 10 263 1.1'6 A M RAIN BIRO PA.as SHRUB SPRAY WI HUNTER "HCV" ANTl·DHAIN VALVE ········•-·· f------+---+--· -l---....'..:.'-"----+---l---+--"···· ·········- f----1)(]--9-w-· RAINBIRD PA·BS SHRUB SPRAY WI HUNTER "'HCV" ANTI DRAIN VALVE 12· 30---4_;.c12~ .. -+~2~.0-'--1 2.fiO 1,30 0.65 A f--~~-+=~............ A X v I!' RAIN s1 RD p 11.as STRE_AM SPRAY .. ~; .H.u,:,_NT.'.:E::cR:-..'...'.'H:c:c~v~"!::11 ... N.,,T ... 1.n.,,R,..A ... 1 .. N_.vc.--A ... 1._._vE.,,. --------+-----'2"'0_· --t------''~c_ .~----=2_2 -+------1 . ..:c3cc2.c.2 ----i--'-' ·-=-61-'------+--o:.:.8::.c1'-------t-----. • ...... . I----·-A 'd RAIN Bl RD P A·BS STAI~. SPRA V WI >JU_NT.'::E.'.cR_".'.cH~CV_._'...:' A ... N"-T,.J.:!:Dc,_R ... 1~ ... JN_,_V.'..:A ... L::cYc,E:..__ _______ ---t_4.c.."Xcc3cc0'.. .. ... 30 . 15SST 1. 24 ';J RAIN BIRD PJ\.8S END STRIP SPRAY WI HUNTER "HCV" ANTI-DRAIN VALVE 4'X15' 30 15ES7t 0.61 A 1<1, RAIN BIRO PA·8S SHRUB SPRAY WI HUNTER "HCV" ANT\·DRAIN VALVE (CRIB WALL) IC 15 10 2.63 0.58 B @~.---~-~INBIRD 1806-SAM SHRUB SPRAY --·------······'-··-··'-'··--·-~·, ... ,--.--1--'-'---'-+---1~5--+ 10 2.63 ·······---0.5"-B____,_0:.:.29'----1--····-·~~- • 0 d> RAINBIRO rno4. SAM LAWN.~l'R.11 .. \' ·-'··---·---------12' 30 12 2.01 2.60 1.30 0.65 C --~ ~ RAIN BIRD 1806 -SAM SHAUB SPFlA'.cY~--------------------t-~12~• 7 _30 +--1_2_,__2_.0_1 t-'---+-----'1-'-.3_o_l--_o_.s-'-5-f--~· t--S- r ll\11J RAINBIRD 180~..: .. §I\P,, .. sTA.EAM.sP.RAY 20' 30 22_+---1.61 0.81 ..... _._g __ -·· 4'X30' SST ; 1.21 C I ' RAINBIRD 1806 ·SIDES.TRIP.SPRAY ------------------t-''--'-'--'"'---j----~3--'-0-------1 15., _ -+---+·-··--····-···-··-·--1-----·-······ ....... , ... . (\,I) RAINBIRD 1805 · END STRIP SPRAY 4'X15' 30 15fST ! 0,61 C ----1-------+---+----·+------ I . (ii) (7__2.@_ HUNTER POS·36V & ARV W! FACTORY INSTALLED NOZ. AND ANll·DRAc,:lc,N....:V_,:A:,,L..:_V,,_E ___ _ 3 . .:.8'_1--.c.30'-------+-""'-", ?~:'.!_ 0.32 4.20 2.60 1.20 : D .0)Ct@ 1 HUNT~R PGM·OO·A·R w1 "HCV" A1;:1.•PDOR: •.• u1·NP:-.vs.~T,!cA'!.NlD .. "A•••R·•~.-.•.A·. t •. o"T'E'·: ... •.·•·: _ ........ •.·. ·.•.• .. · ... , .•.•.. , ', ::::: ,-.,.;.,...;.·,...;;.;...·..;,..,·,.;,.·N~~,.;,,,.;,·.-,;~!:-u l',I F : =,~~==cej_-----+---·f-·~--+---fl---+-----t---t--~~--i.-~,·····--·~- 1--=,r 7~~4-,,-----+H-U~N-T_E_R_P~G-P-.A~R-V~W~/ FACTORY INSTALLED NO.Z.ANO_ANll·.DRAIN. VALVE .. _._ 38'·32' 30 7,4 0.32 1 _ __::2~.6--'-0-f--"1.--'-20-'----+----+--'-E------j 28"-17' 30 3,1,5,.75 0.30 2.50 1.30 0.64 D ;1.5 ,75 HUN1ER PGM-12-A·R·V W/ FACTClR:t.1':'STAL_L_ED_AN_Tl):?R_!l!i~A~~VE. ___ . _________ . __ ---l-2::::8:..'·__:.17_;_'-+----=-30:..__+~3,1.5,,1.s.+----0-.J-0_t-___ ,____]c3g. __ ... 0.64 ·-+----l---'-E~---1 ·---=:--------t---------········---··-·----~·--·------------------------ (•) NELSON #7645 QUICK COUPLER. 1·· ACME THRE_A,~l:_IN~TALL WHERE SHOWN (APPROX. 1so·,o:c::·c:Ce1.··l -------F '" .. , ..... -------------------~-~--,,,_ ·- G ~ RAIN BIRO "PESB' ·PRS·B PRESSURE REGULA TING REMOTE CONTROL VALVE >---~--+--, .. , •, ---···"·---··-···-.. , .. ,_,,_, ___ ······--•""'""" ---···••"""''''"'~·••., -· ~®-····-·· GRISWOLD 2250 MASTER VALVE/ Wl(USE FACTDRY.FUS~.o .. CO/\Tl.l'lG.!:,'1O=0=-EL,ci) ____ _ G f-----+----· ·----.... ·FCC>IHROLLER SIZE .• ·-------------------.·--•--··••,-.. ______ ,,. _______ _ Jl!l"""l' MODEL# SA2·RBl·XX·FS•150/RS AVAILABLE THROUGH PACIFIC Tl;CHNICAL $l"ll_y_1cES · DARYL GREEN (800) 42?_:9,Z~. PAGER# (949) ·45~:.s.~o~----------t I /1, J ASSEMBL y Rlc.OUIR-;;~ WI 5 YEAR WARANTEE, PROVIDE "RAINGUAf!D_::_.AlJ!O·RAIN SH.U.T OFF Of VICE >--------+----K (,'] FLOW METER. SHALL BE DATA INDUSTRIAL 2508 /BRASS) 400 PSI MODEL· SEE PLAlj_fOf3.S:.:1,zccE:________ -----------~ ........ ,. --·-·----+-~----< FLOW SENSOR CABLE.: PVC JACKETED, TWO CONDUCTOR CAB.~!" M,A.NYF.Ag:_l)8_E!]):'Y. ARIZONA ELECTRICAL FA.B.R.ICATORS MODEL #ll31&-2SP r--=-----i---· y) L. WILKIN MODEL YSBR , "WYE" STRAINER -------------·"·········-··-·------- -----------•-•••••'"'"'y,,,,o,.s.-,,oyy•-+--------i ~ GATE VALVE ·NIBCO F619 FLANGED LINE SIZE GATE VALVE ~::_A .. ".!g__!c,~."!.9~BJ NIBCO !:.1-:!.!l .. ½lljE SIZE (3" ANO SMALLER)..,-__ v'Ld,,::,."7..'.:...l.f-"• V"---------~·······--······~•--l-~M----< ~@__ ,BALL.V.AL\f~_-.1<1~(;.L.O·TORO ... "1Cl.OEL.~<?R.2'.',1'ND SMALLER AND KING BROS, PLASTIC BALL VALVE W UNIONf:<?112112"" /\ND LARGER -··----------\--N & 0 ffi RAINBIRD DRIP VALVE ASSEMB\.Y(CONTROL ZONE KIT 314"2_.: SEE DETAIL ····--------------------------t--- lNSTALL 3 EA. xs .. 180 XERl• SPRAY HEADS.XS-360TS·SPYK STAKE, AND TUBING PER EA. HANGING BASKl'T PLANTER.. p >--·--~,-J,-=...,..::=----":'"~ '', ~-~--~-:'.""" ', --~·, .. :, .: :·:•:::,,·:::, ;-::·-;-:-··::···,;:•·,•:·:'·:::···:-·:'>:'':~·,::·::::·:·:·:,·,.,·,•·:'':(/·,'•:<:t.··:::;:::, ,:::::,:::i::,·,.:,:::·:··::··::.':.:'.'.: '' '••'•• ,,_,.,,,, ··::·· ,' •:'':'•':''•,'',,'','::.,: :,:.;:, ,;,.,.,:/:/'', ;-''.°i·;,:::c'.,;:~:<)y:r:'.' -~«:•''.c'./7??\''::-,;·.;· :;:.:.:.' ··:':<:f\··:, NOTE• At(vA[ve BOXES usTEl)SHAlLHAVE°A';PUPAI.E" UD iNDICATINd:ilE;GLA!l\'IED,WAtE!t :::.. •· ' •· .•. . . .;. . : < . ' .·. ... ,, ... .. ··········· f-------+-----------------"···-·······-····--·-··--------Q 8 R CLASS 200 PVC LATERAL NON PR.ESSUR.EJ;P;,U~Rr:.P!aL.E=-..':'Pl,::P_,,E_,(.,,Mc,IN_,,.__,1!:..2.---'' C,:cO,:_Vc_:E::.:Rc,) ____________ ._ ------·~---------------t---=-----j f-_--_-_----1s;·~E~~~E .~ ~v~ ~-AIN~i~E /;:;;~, 18." c~~~RI FOR 1·112" DIAMETER AND SMALLLER AND CLASS 315 PVC FOR 2" DIAI\I_ETER & LARGER ___________ ._,.9Jla§___ ''MIN. 19.·· covER FOR 2·1i2" ANO SMALLER /MIN. '14"_(:[)VlcR__FC)R}:.' .. [}IAMETER ANO OREATl"Fl) tjA!CILINE nn: 'c;t~ f;J: tJIRfl I;;, ~ PVC Sl_ffVES ( 2 TIMES DIAMETER OF THE PIPE ENCLOSED)· '· PUR~.k!,.J:'.1.1:!' w"-~-';O <7Jl~~' C'i'::f,y' !:'ff.:' fbt:~..+. &:?-~~•J':,::__ _______ +-------'lc____ PRESSURE MAINLINE. NON PRESSURE LATERAL & WIRES UNDER~\PY~. [¾,,,'1'1f:r.-_~_._~_() fY~ ( VI i...j 5"?" C0'.'.':""------'--J ____ .. __ .,. ····-------+------1 I------+~=-'-······-·-·-···· ...•....•. ·····-··--············-·· PRESSURE MAINLINE & WIRES UNDER PEDESTRIAN PAVING· SCHEDULE 40 PVC (MIN. 18" COVER) e-----+-------••s••,•,•-,•~,.,-,---•~,•---,••••-----------~~· ...... --,~-·-----------+------f NON·PRESSURE LATERALS UNDER PEOESTRIAN PAVING· SCHEDU~.~.42.£:11£.l':'l!!:__!.,2:~ COVER) ----------------;-----------,--~----t--- CONTROLLER WIRES LOCATED UNDE!l.STREETS OR OTT'ER PERMANENT l.!:,'l .. f".'3.~\'.~.ENT SHALL BE INSTAL.L .. ~[}I_N SEPARATE ~J~~._A-'i'.0.l7fW:M'.'.__1~~,ct:,___L _ ______..j e-----+·· ------···,····-··-------,-,, ___ ,_ ·-·· ' l ____ __(_ ___________________________________________________ --'-'--"'"'"""'"·=""'~::o-·•,-•,------------1 STATION NUMBER ' , ·~ f----' .... , ..... tJ~-GPM • -~~::_~·: .. ·-··· ----~~~ . ·-.. __ VALVE SIZE. AUTOMATIC VAlVE ., C. 2 3 co111rRoLLER AssEMBtx sHAtl. f!AVE As vEAfiwAroii1ritt4;.i!i.W,iaR sw11cl-i;rih REc~eftcti:,,, . , : . ·-" - IBRIGATION NOTES IRRIGATION SYSTEM IS ll1AC3RAMMATIC ANil SHOULD BE VERIFIED IN THE FIELD BY THE CONTRACTOR. IF CHANGFS ARf NOTED IN THE FIELD THE CONTRP.CTOR SHAI I N[)llf-Y ARCHITECT AND OWNERS REPRESENTATIV~ PRIOR 10 INST Al I ATION OF IRnlGATION EQLIIPMF:NT. CHANGES MADE IN THf' FIFUJ MUST HAVF Wl1'TTEN APPROVAL CROM Tl-IE OWNLH' ;)R ADDITIONAL CHARGF.S TO THE JOB. CONTHAC I OR SHALL INST ALI .. THE' f'OI I OWING UNLESS OTHERWISE NOTED ON f Hf-f'!ANS A AU .Afff1AI END RUNS AHL 10 LH. 3/4'" B Mi° j A ;·Ff1AI. (NON·PRFSSURf 1. INES CONNECTED DIRECTLY DO'NNSTRf-AM 01' THF RFMOTF CONTr1O1 VAi. VF) SHALL BE ONE SIZE LAl'lGER THAN Tl I[ R[MOJ"E CONJ"HOI. \IAIVfc. C MAl~JLIN[ END RUNS AR[ TO 1·1/2·· CONlllACTOR SHAI.I .. INSTALL 6" POP.UP HEADS ALONG FUTURE WAI KS AND CURBS TYPIC,\I .LY. NO SHRUR HF ADS ON RIS['l WILi. 8[ ACCEPTED ADJACEN I" TO FUTURE WIii KS /\ND CURBS SEie. Pl./\N POP UI' HEADS SI-IALL BE USUJ WI l HIN 10' Df· ANY PHJf,SlklAN US!" CONTRACTOR SI-IALL V[Rlf'Y LOCATION OF WATFR AND ELECTRICAL POINT or CONNCCTION WITH OWNfcR. CONTRACTOR SHALL PULL NECESSARY PERMIT f'OR WATLR' Lu.c, RICA! ... AND TEI FPHONF VFRIFY WITH OWNER SYSTEMS ON THIS PROJ[C-ARE CDN !ROI I FD RY COMPUTER IRRIGATION CONTROLLERS CAPABLE O HOW SENSING AND SOME HYDRAULIC OR ELCCTHICAL. DI/\GNOSTICS CONTROLLER LOCATION ARE SHOWN DIAGRAM! I ICAILY FINAL LOCATION TO BEE ,\l'l'ROVED [lY Tl I[ OWNERS RLPRES!.NTATIVF Al. PIPF ANO WIRF-RUNS INSTALLED UNDEr1 STRF:FI PAVING SHAU. Rf SLEEVED SI F-F-VES SHAU B~ SCII .. 80 PVC AU. SLl'l"Jt:S SI-IAI ... BE TWO TIMES THE DIAMETER OF THF PIPF OR WIRE BUNDLE BF SI F-FV[O (?". MINIMUM1 OR SIZED NO; ED ON llRAWINGS i'D\.\-rw,.,,r= •)>1-\,;.-i..-\, l>i ""t'~4--c,-!P--ev ,;,<, f"p"'-I,,-w i.,i>-"G"~L'7,.,_ ,10 .. t-'\.6-•. iJ ~I'·'"-,n-iPB\2-PQ>,,/ '-,k-'l' ~ "'-Y' liJC,,r -;-o I r-z.p. :.;.~ ,10..J l..,~6,l;!"-'V , '"e"6'),.it,€Mfl..Jf'?, COf\TRACTOR SHALL. COOR DINA rf I AYING Of· PIPE. SLi'F-VFS. ANO Wlll"S TO ENSl,R[ THAI HI· HAS ADf:-OUATF-Mi=ANS OF CONNECTION· S[F P• AN 5 6 7 5. -----------. ----· .. ·-------------+-------1 .--------------~-... ~,_, . .,. .. ,.,,., __ _,__ __ _ . ·;:.'" •,"; CONTRACTOR SHALL. BE RESPONSIBLE FOR MAKING HIMSELF FAMll.lAR WITH ALL lJNIJFRGROLJND UTILITIES. PIPES. AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RLSPONSIBILITIES FOR COST INCURRF-D DUf TO DAMAGE AND REPI_ACEMFNT OF S,,_ID UTIL!fll,S. THE IRRIGATION CONTF,AClOR SHALL FLUSH AND ADJUST ALL SPRINKL.Ef,S FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO WALKS, ROADWAY AND !OR BUILDING AS MlJCH AS POSSlfll. f. CONTRACTOR SHALL INSTALi '"f1AINGUARD" AUTOMATIC Sl·IUT[)FF FOR IRRIGATION CONTROLLER: MANUFIICTUF1c0 BY WATc.R CONSERVATION SYSTFMS INC. INSTALL PEH MANUcACTURERS RECOMMENDATION. INSTAU.ATION De RACKFLOW PRl''J~NTcR (REDUCHJ PRFSSIJRF RACKFLOW PfffVENTER) SHAI 1. BE PER ST ANl)Al1\) lJWG NC) DETAIL '{1/~0 DA I ED AUGUST 199J. C.MW.D Sl'F PLAN. IF THL ,lACKFl.OW ASSe,MBLY IS iO llE INSTALLED ON A SLOPE WITH A HORIZONlAI. TO VERTICAL RATIO OR 41 OR GREATER, A TWO FOOT (2'1 HIGH FlETAINING WALL MUS1 8E BUILT SIJHROUNDING THE ASSEMBLY ON THRl-'F SIDES Wt l H THE OPENING ON THE DOWN Slllf OF THF SL.OPE rHEcHf'-MUST BE A MINIMUM TWO F-()OT (2"") I-IOHl.!ONTAI. Clf'-ARANCF RFT'NFFN THf-R~TAINING WALL AND Tl-I[ lJACKFI OW /\SSLMBLY. ASSFMBL Y MUST RF I OCATFO IN AN ARFA NOT SUBJEC I TO i'I CJODING ONLY RFDUCED PR[SSURE PRINCIPI. f RACKH.OW PREVFNTION ASSEMBLIES WHICH HAVE BEEN APPROVED RY THF STATf OF CALIFORNIA DEPARTMENT 01 I WAL.TH S~RVICFS AND CARLSB~RG MUNICIPAL WATER DISTHICT WILL Be USFD CJN Tl I[ WATER DISTR:CT SERVICE WITHIN TH[ S[RVICE AREAS m· THE CARI SRACl WA !FR DISTC\ICI MI_INICIP/\1 WATFR DISTRICT IN CASE OF WIRE FAILURE THE CONTRACTO"l SHALL INSTALL TWO SPARE CONTROL WIRES FRDM THf-CONTROL L ~R TO THI' f'ARTHEST VAi. VE OH EACH LEG or· !Hf MAINLIN[ IHFSE WIRLS SHALL PASS THf-1OlJGH AU VALVE BOXES AIC)NG THE MAINLINE ROUTE' THFSF WIRFS SHAU .. RE A OIFFERENT COLOR FROM Ii-I[ OTHER CONTROL WIRLS AND BE LABEL..ED AS SPAf1E AT CONTROLL~9 CARIN[T. IN THE VAi VC 13OX OF Tl-If rARTHCST V/\1..V[ AND OTl-ltoR VAL.VE BOX. IRRIGATION LEGEND POTABLE !iii 1------····-· RAINBIRD PA-BS SH.f:!\JB SPRAY (LOW ANGL!'J, ____ ·-------------~--FUl_L_-1'_5_•-1~3·0 1 _83 SF j_ _Q'.~ ~ , +--_A_...j . 0 ~-~-. RAINBIRD PA·BS SHR.UB SPRAY (LOW ANGL.sl CENTE_R_+-_5_'--+_30_ 1.83'--+--'5~·1H_-+--'-0~.2~0-+-_!::,._ ' u RAlNBIRD PA-BS-SHRUB SPRAY (LOW ANGLE} QUJ'.RTER 5' 30 183 SQ 010 A H RAINBIRD PA•BS FLAT SHRUB SPRAY FUI l 8' 30 1.83 a-= 1.05 -----..-·-·---··~-=-=---=~----------------------+-~==------+~-+----'~+---·· 'f RAINBIRD PA•BS FLAT SHRUB SPRAY 1-iALF 8' 30 7.83 8H 0.52 A A f-------y-·· :...::-~~~=--------·--------------+-~~~--+--~-+~'--t--s••·-· '$' RAINBIRP PA·8S FLATSHRUBSPRAY i QU,~RTER 8' 30 1.83 BO 026 A ,;,,...:..::.:.;.+_:.......+....:.:-+_,;.;,;;,,;;,._,--.,....---;--+-,r-rr+--..,,,.-.1 <----~!:;zl= .S:EJ". , F,t,-l]J f?l "-t7 : eio0 0.6-M ,,,f-+:17 ... J.p; '7 ~_ • ..,'< ----------------+---'f{t\;~ 'i'JCil.tR.-'---'--i._,t----1·-:,,_(._., t--'--1-7 \ .l1F' i~,: i',1;6 ~. ... r, ____ 9 __ . __ .,, RAINBIRD PA•8S SHRUB SP_R_A_Y~(S'-'-T-'D_.L) ________ ··---------------· HAL.F -·+· ._1_2'--+~3-'--0-+-_2_.0_1_,_ 1'_2!-! 1.3 A W RAIN BIRD PA·BS SHRUB SPRAY (STD.) QU,~RTE;R 12• 30 2.01 120 0.65 A : • >---------"--.... , .. RAIN BIRO 1804 SAM LAW:.:N.,Sc:.P__:.Rc::A:..,Yc......_ ____ ,.. ____ ·---------------t-__ F_U_ll --+--1_'.1_'-+_3_0~·-·~9]:---1_...:1-'2_F_+----'2~.6=----+ . __ A_...j 0 RAINBIRO 1804 SAM LAWN SPRAY HALF 12' 30 201 12H 1.3 A =-'----"-'--'-'=----·-------------"·----·· -+----+------·· ---1-=~·-+~'-----1--~---, "Q RAINBIRD 1804 SAM LAWN SPRAY . QUARTl'R 12' 30 2.31 120 0.65 A ---~---+-RAINBI RD 1806 SAM SHRU.B ,s.-'-P--'-R'-'-A-'--Y~("'L'-'O_W)~--------------------+· -~H-'-A-'l.~F-+--5~· --+----"--30'--+_1 .. B.3. ··1------"'"":.:.'_+:o~.2:c:.O'--+-----'B· ·- CN I RAINBIRD 1806 SAM SHRUB SPRAY (LOW) I QUARTER 5' I 30 1.83 50 0.10 B ' . : 1---~'fl .. RAIN BIRD 1806 SAM_F.~T SHRUB SPRAY -------------·-------~,--.. !5.A.L~F--+~8· •. ,_.30·+' _1_._'33_----;" __ 8_1-:i .. , .... 0.52 l------"B----1 1 . •) RAIN BIRD 1806 SAM FLAT SHRUB SPRAY QUilRTFR 8' 30 1.-33 80 0.26 B f-----~ lf-····•--------,f-R_A_IN_8_1_R_D_1_8_0_6 ::.~.1\11: .:SIDE STRIP ···--·----····---------------t-----"STRl'---P--+-4~·x=3D' 30 -·-+---"15:c;S=cSc..1~· +-"1.21 1-------"B'-----------j t~ RAINBIRD 1806 SAM· END STRIP ST"llP 4'xl5' 30 -15EST 0,81 8 :f' RAIN BIRD 1806 SAM· STREAM BUBBLER CENTER 5' 30 · 5CST 0.50 8 f----.,••···•------+-----------·~----------------------------····--------,··------+-------j ~ ____ @ ___ -------t~R~A~IN=BIRD 44LVC QUICK COUPLE.fl· 1" THREAD· INSTALL WHERE SHOWN (APPROX. 150 O.C.) .. -.~----·--.. --------··"-·······-·· __ _,__ __ F __ f---~!ill"-----·-•--· RAINBIRP 'PESB' RE1'11Q_TE.CONTROL VALVE ··----------------------·····-------······------1-G CONTROL MODEL SIZE ~·-----~r"J'----+A_UTO· CONTROLLER BY_F'_ACIFIC TECHNICAL SERVICE (PTS# C_A10-R81•XXIRS) ~J/t>.1>1'1~ ·······-·~----+----'--'I &_-!,__ ASSEMBLY REQUIRED WITH A 5 VEAR WARANTEE BY PTS SERVICES '---·-·,=,---+--====.:....:.==="-'===--='-"-'==.c..:ccc-.-:=~~.:c..:===~:::.:e_ _________ --··········------..... ·-------···--··-+----------, r-----;:3 l8jl'±;;---tF:-:E::-B-::C:-:O-:::':'825Y REDUCED PRESSURE _El~~KFLOW f-'..REVENTER _______________ ····•-------. ··-----W20 f---~ (P-Y...._) __ \-W_l_l_K_IN_'_S MODEL 500 HRVB PRESSURE REGULATOR & ·wvE~ STRAINER SPRING RANGE 75--125 PSI ·-·--··-------····-·----......... .,_-+-_w~-f l------'f"-,l)L.. ___ +BALL VALVE· KING BROS. LO·TORQUE MODEL -------·· -----·•·--·~·------·~· ............ ,,___N_---< --~~·~----+-C_L_A_S_S_200 PVC LATERAL NO~,.:_fRESSURE (MIN. COVERAGE 12" COVER) ·------·--··-----.... -----+··9 .. &.~ -PVC MAINl,clf-!§ (MIN. 18" COVER) S .. le.H~t.J LE 40 PVC FOR 1-1/2" P~AND SMALLER AND CLASS315FOR 2" DIAMETE.~ AND LARGER) ······-·-+-=Q,,0R,S _ -- ..... PVC SLEE."~.§.RDMESj)IJIMETER .OF }1-lE PIPE §NCLOSEq) A? ~~-(er, f?i?l~W ···---------··-----·--·· T .... :=_· ·-----+--~~~-~· "~~ljioJ,~~...'.:.~~.~ vJ)p;~ ~~__:i~.fl~l,)~ f¢Vi.J&( -7?!1 fO p.J_0( '---1 liJ. ?0'&0'.c',:i~) .. -··--->---······- -~---~ ~----~~ f':zt-o/'i t-,\i,, i,-1.-1 i<llfl-1?'7 LM01¥ .~.z.l6-,t-l f"-'11,-.!.;lf " ~!-i, 4o f'\<C,, 1.M ! .J it, U'✓l<'P.) • ·····-·· ··-Ji:,i,;-m,i:7:_,..M)~-'1 Uf..190'2-Pea~~ "f.;;;:;,iiT",t-M-fD P-ICLt-1,W ,z''co,1r.e.) _________ _ ~--.--., ----'---·-··- L_ .... ------+C~O"--'---N~T~R=O=L_LER WIRES I OCATED UNDER S.TREETS OR OTHER PERMANENT 1111PR0VEMENT SHALl.. BE.INSTALLED IN SEPARAT_E ___ ··-··· .. ---I---• ..... . SCHEDULE 80 PVC SLF.EYE -------+--~~ ......... . ........ ------·--------·---------·-------.,, _______ ,,, .. ~-------+-~--~ /. ~---!',!III.1-'O_N_N_O_. _____ ._._.,,, ______ . _______________________________ ···-----·-·-·••l----- b ···;,;::---Cif:'.r-rl __ -_·---_---_---_---_---_---_---_---_---_---_---__-.. -..... ~~---···_··· ____________ ··----------------··------·-·-···========:=--·===: f---------···-------···------------------·-----·-·-·----~·····-----··-····"· .,,,_•--+--~-:··· .. ·· VALVE SIZE C--------•••------------------------------------·•····-----~ ·---~ NOTE: DUE TO CONSTRUCTION SCHEDULE IT MAY BE NECESSARY FOR CONTRACTOR TO PROVIDE ON GRADE (TEMPORARY) IRRIGATION. ON GRADE (TEMPORARY) MAINLINE SHALL BE CLASS 315 PVC PIPE AND ON GRADE (TEMPORARYi LATERAL LINE SHAU. BE SCHEDULE 40 PVC PIPE. ALL ON GRADE (TEMPORARY) IRRIGATION PIPE SHAL.L BE SECURED WITH SAND BAGS AND/OR STAKES AS REQUIRED Le..n-d:seon.p-e. J\):'chih~tu,-1:1 .. Pl~nn.ing La Jo lle. Ceidre II V26t5 l'owne c~,ntr~ t 1r1ve, Suit• 340 So.n Die.go. CA ~12121-3002 868.550_tfi"t5 o t-El;:X 808.560.1680 ---------------....-------:-------------, 11 AS BU I l_ T 11 • APPROVED FOR PLANTING AND lRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS DATE RLA-----EXP-.----- REVIEWED BY: -----------~---~~- INSPECTOR .---...... ---.----------------··+---,--,--,--.:===~============:=="=-~===:;1 1----1--_-_---++-----~--++-_-_-_-_-. __ ··-·_·-_·····====-..... -... -.. _-.. _··-··_······=-=-=-=-=-1',· -=-=-=--=:=-=-=-=-~--·=-='.:::-~--~I SZ4HEET I CIT y OF CARLSBAD SH~~TS DATE PLANNlNG DEPARTMENT _r,,, 1---+----+---------------••"""'"---+----+---f---••••~•~•-•-~-~===J__:===================---===~ IRRIGATION LEGEND AND NOTES FOR: ··-----+---t-·---t----t----1 FOUR SEASONS RESORT AT AVIARA EAST VILlAGE --------+-··---,,-·~--1----+------t !---+----+---------·-~-----·····. ····-····--···-~---+----+------; ---f---+----+---·· ·---·-·~-~-··-_···_··"···=··=-_=;:::->---_=.-=-___,___,_ __ --_-___,_-+--~--~~--=-----1-, :=A:PP:RO=VE:D :: ,;m::" :1 ):::::~~~~~=.= ... =,b--==1/~_=ti)=;==1 ASSISTANT PLAolNlNG DIRECTOR DATE . ~=D=A=TE=~=l=N l:T=I A=l:=====R=E=V==! $==! =□=N==D=E=S=C=. R==! =P=T=!=□=N==-=--···_····· __ ..__·_·-O_A_TE_ .. ---< ... 1--_I_N_-l_T-::_l A-=-l.:-::_-D_A-::_T_E_-_+1--l-N-=-IT-=-l-A-1L--, :;g~~~K;:;0 B;;~~::::: ~~===~~, ::::::::::=C=;P~~;OJ;~;:;C57T -~~~O 2~. =::l=;-~r;;C•R~;=::~~1~~~=7;;:N~~. ENG I NE ER OF WORK _j....'._0~fH~E:. R~AP:P:R~OV~A~Lj_~C~l!TY~A:P:PR:O~V~AL:..JL!::R~V;:;W~D;:;8~Y~:;:;;;; ·;;;;::;::;::!._!;· =========::-::::: L::::==::::::;!.J .._ __ ___.______________ - ,-<..> .. , -, 0 "' 0., -0: z ·-----------------------------:::,-:--:::-:-::-:-·-------' 0 CMWD 130-509 s.EC.IJQN 02441 IRRIGATION SYSTEM R ECLAIM!:.U .. WAliR PART 1 -__ Q.ENERAL 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 NEGULATION. 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 OIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. f.laJiMllS_AflJ2 LICENSES UNLESS OTHERWISE STATED, SECURE THE REQUIRED LICENSES AND PE;RMITS INCLUDING PAYMENTS OF CHARGES AND FEES, GIVE REQUIRED NOTICES TO PUBLIC AUTHORITIES, AND VERIFY PIERMITS SECUREO OR ARRANGEMENTS MADE BY OTHERS AFFECTING THE WORK OF THIS SECTION. WATER METERS AND POWER METERS WILL BE THE RESPONSIBILITY OF THE OWNER AND IOR HIS REPRESENTATIVE FOR INSTALLATION AND PERMIT FEES. 1. 2 .1 RELATED WQ.13.K,; .1 LANDSCAPING SECTION 02480 . 2 COMPLIANCE TO CITY OF CARLSBAD RECLAIMED WATER STANDARDS 1. 2. 2 QUALITY ASSURANCE 1. 3 1. 4 .1 Qlll.LIFICATIONS OF INSTALLEBJ, PROVIDE AT LEAST ONE PERSON WHO SHALL BE PRESENT AT ALL TIM!;S 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 CJ.ll':.~f_t;;ABifil)_8lLRECLAIMED WATER STANDARDS AND WHO SHALL DIRECT ALL WORK PERFORMED UNDER THIS SECTION. . 2 C_O!)ES ANO STANDARD,S 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 CAUFORNIA, DIVISIONS OF INDUSTRIAL SAFETY, FOR ALL ELECTRICAL WORK AND MATl';RIALS. REFER TO THE LATEST EDITION OF THE GREEN BOOK STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION WHERE APPLICABLE_ THE QJY OF CAB,LS.!;\_AQ_ RECLAIMED WATER STANDARDS, LATEST EDITIONS AND RULES AND REGULATION FOR RECLAIMED WATER SERVICE IN THE CITY OF CARLSMQ, 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. -2 SUBMIT CATALOG DATA AND FULL DESCRIPTIVE LITE:RATURE 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 BEE"N PREVIOUSLY APPROVED SUBMIT MATERIAL LIST USING THE FOLLOWING LAYOUT (DOUBLE;: SPACED BETWEEN EACH ITEM) illM,.__ __ DESCRIPTION MAN U F ll.C_IJJ RE R MQP .. EL NO 1 . PRESSURE MAINLINE LASCO SCH. 40 2. LAWN HEAD RAINBIRD 1806·12F 3, ETC. ETC. ETC. . 3 EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT OR CITY INSPECTOR MAY BE REJECTED 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 RE;:QUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTED_ . 5 THI;' CONTRACTOR IS RESPONSIBlE FOR SUBSTITUTED ITEMS. IF SUBSTITUTION UNSATISFACTORY, REPLACE IT WITH ORIGINALLY NO COST TO THE OWNER/DEVELOPMENT. GUARANTEE: PERFORMANCE PROVES TO SPECIFIED ITEM, OF BE 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/DEVl;'LOPMENT FOR A PERIOD OF ONE YEARS FROM THE DATE OF ACCEPTANCE BY THE OWNlcR/DEVELOPMENT_ .2 THE GUARANTEE FORM SHALL BE RE.TYPED ONTO THE CONTRACTOR'S LETTERHEAD AND CONTAIN THE FOLLOWING INFORMATION: A. GUARANTEE FOR IRRIGATION SYSTEM • (PROJECT NAME) WE HEREBY GUARANTEE THAT THE IRRIGATION SYSTEM WE HAVE FURNISHED AND INSTALL.ED FOR (PROJECT NAME) IS FREE FROM DEFECTS IN MATERIALS ANO WORKMANSHIP, AND THE WORK HAS BEEN COMPLETloD IN ACCORDANCE WITH THE DRAWINGS AND SP~CIFICATIONS, ORDINARY WEAR AND TEAR AND UNUSUAL ABUSE, OR NEGLECT EXCEPTED. WE AGREE TO REPAIR OR REPLACE ANY DEFECTS IN MATERIAL OR WORKMANSHIP WHICH MAY DF.VELOP DURING THE PERIOD OF 1 YEAR FROM DATE OF ACCEPTANCE AND ALSO TO REPAIR OR REPLACE ANY DAMAGE RESULTING FROM THE REPAIRING OR REPLACING OF SUCH DEFECTS AT NO ADDITIONAL COST TO THE OWNER/DlaVELOPMENT. 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) 1 , 5 1. 5. 1 C_ LOCATION: (LEGAL DESCRIPTION OF PROJECT PROPERTY) SIGNED: ______________ TITLE: ________ _ ADDRESS: ,, ___ ,,,,, ___ ,,~ .... ------------------····-~--- TELEPHONE: SIGNATURE AND DATE: __________ _ OBSERVATION: lHS_f'ECTJON SCHEDULE _ 1 IN ALL CASES WHERE OBSERVATION OF THE SPRINKLER SYSTEM WORK IS RE'QUIREO AND/OR WHERE PORTIONS OF THE WORK ARE SP!c.CIFIEO TO BE PERFORMED UNDER THE DIRECTION AND'OR OBSERVATION OF THE LANDSCAPE ARCHITECT OR CITY INSPEC,OR. 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 CONFERE;NCE -7 CALENDAR DAYS 8. LOCATION 01' IRRIGATION SLEEVES C _ LAYOUT OF CONTROL EQUIPMENT, SPRINKLER HEADS AND PIPING- 32 HOURS D. PRESSURE MAINLINE INSTALLATION AND TESTING -32 HOURS E _ CONFORMANCE TO REGULATIONS FOR RECLAIMED WATER • 32 HOURS F. LATERAL TRENCH DEPTH CHECK -32 HOURS G. COVERAGE TEST -32 HOURS H. FINAL INSPECTION " 48 HOURS I NOTIFY THE CITY OF CAR).llA.12 24 HOURS IN ADVANCE OF BEGINNING OF WORK. (438-1161, EXT. 4221) J. NOTIFY THE CITY OF CARLSBAD 24 HOURS IN ADVANCE OF BEGINNING CONSTRUCTION_ (438-1161, EXT_ 4221) . 2 WHEN INSPECTIONS HAVE BEEN CONDUCTED BY OTHER THAN THE LANDSCAPE ARCHITECT OR THE LANDSCAPE COORDINATOR, SHOW EVIDENCE OF WHEN AND BY WHOM THESE INSPECTIONS WERE MADE. . 3 NO INSPECTION WILL COMMENCE WITHOUT AS-BUILT DRAWINGS. IN THE EVENT THE CONTRACTOR CALLS FOR AN INSPECTION WITHOUT AS-BUILT DRAWINGS, WITHOUT COMPLETING PREVIOUSLY NOTED CORRECTIONS, OR WITHOUT PREPARING THE SYSTEM FOR INSPECTION, THE CONTRACTOR SHAI-L SE 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. 1.6 TESTING: yENER_~l,, _ 1 FURNISH ALL NECESSARY TESTING EQUIPMENT AND PERSONNEL TO MEET TESTING REQUIREMENT . 2 CORRECT ALL DEFECT AND RETEST UNTIL ACCEPTANCE BY OWNER AND CITY_ 1 .6.1 TESTS .1 MAKE HYDROSTATIC TESTS ONLY IN THE PRESENCE OF THE REPRESENTATIVE OF THE OWNER/DEVELOPMENT. AIR PRESSURE CHECK ALL llNES THAT COULD WEAKEN OR DAMAGE ANY MAJOR STRUCTURES OR HARDSCAPES, IF WATER WERE USED_ NO PIPE SHAll SE BACKFILLED UNTIL IT HAS BEEN INSPECTED, TESTED, AND APPROVED. (INCLUDING AS-BUil TS) . Z FURNISH NECF.SSARY FORCE PUMP AND ALL OTHER TEST EQUIPMENT. . 3 TEST ALL PRESSURE MAINLINES UNDER A HYDROSTATIC PRESSURE OF 150 P.S.I. FOF1 A PERIOD OF FOUR HOURS. . 4 ALL TESTING SHALL BE APPROVED PRIOR TO THE INSTALLATION OF REMOTE CONTROL VALVES, QUICK COUPLERS, OR OTHER VALVE ,~SSEM8LIES- . 5 ALL PIPING UNDER PAVED AREAS SHALL 8E TESTED UNDER A HYDROSTATIC PRESSURE OF 150 P.S.I. AND PROVED WATERTIGHT, PRIOR TO THE PAVING OPERATION. 1 6 2 ADJUSTIN.G SY.STEM . l 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 1~DEQUATE COVERAGE, MAKE ALL SUCH CHANGES OR MAKE ,~RRANGEMENTS WITH MANUFACTURER TO HAVE ADJUSTMENT MADE, PRIOR TO PLANTING. . 3 ADJUST REMOTE CONTROL VALVES (BATTERY SYSTEMS) SO THAT TliE MOST REMOTE SPRINKLER HEADS OPERATE AT THE PRESSURE RE;COMMl,N0!.,0 BY SPRINKLER MANUFACTURER. 1-6.3 COVEMQE_TEjiT . 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 HEQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLANS OR WHERE THE SYSTEM HAS BEEN WILLFULl Y INSTALLED AS INDICATED ON THE DRAWINGS WHEN IT IS 06VIOUSLY INADEQUATE OR INAPPROPRIATE, WITHOUT BRINGING THIS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT OR l.ANIJSCAPE COORDINATOR. THIS TEST SHALL 8E ACCOMPLISHED BEFORE ANY GROUND COVER IS PLANTED. 1 . 6. 4 RLRECT BURIAL CQ_NIRO.L..'ll~ . 1 ALL WIRING SHALL BE TESTED FOR CONTINUITY, OPEN CIRCUITS AND UNINTENTIONAL GROUNDS PRIOR TO CONNECTING TO EQUIPMENT_ THE MINIMUM INSULATION RESISTANCE TO GROUNO SHALL BE FIFTY (50) MEGAOHMS_ I\NY WIRING NOT MEETING THIS REQUIREMENT SHALL BE REPLACED. AT THE CONTRACTOR'S EXPENSE. 1. 6. 5 fJNAL ACCEPJANC.f . 1 WHEN ALL WORK UNDER THIS CONTRACT HAS BEEN COMPLETED, ll~CLUOING TESTING ADJUSTMENTS, ADDITIONS OR DELETIONS, THE CONTRACTOR WILL NOTIFY THE OWNER FOR FINAL INSPECTION AND ~,PPROVAL FINAL ACCEPTANCE BY THE OWNER DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY OF WARRANTY_ 1.6.6 MINOR......Afl_JUSTMENTS . 1 MINOR ADJUSTMENTS (LEVELING AND CLEANING SPRINKLER HEADS, VALVE BOXES, ETC. INCLUDING PROTECTION FROM VANDALISM) WILL BE MADE BY THE OWNER AFTER ACCEPTANCE OF THE SYSTEM AND DURING THE WARRANTY PERIOD 1 7 1 . 7. 1 RECORD DRAWINGS: EfECORD 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 8E AFFECTED BY THE; REQUIREMENTS OF THESE STANDARD SPECIFICATIONS, SHALL BE APPROVED BEFORE IMPLEMENTING THE CHANGES IN THE CONSTRUCTION CONTRACT_ FAILURE TO RECEIVE PRIOR APPROVAL MAY RESULT IN TERMINATION OF SERVICE. . 3 RECORD ACCURATELY ON ONE SET OF 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 Al.L SUCH INFORMATION AND DIMENSIONS TO THE PRINTS. R!,CORD CHANGES AND DIMENSIONS IN A LEGIBLE AND PROFESSIONAL MANNER. WHEN THE DRAWINGS ARE APPROVED, TRANSFER ALL INFORMATION TO A $ET OF REPRODUCIBLE SEPIA MYLAR DRAWINGS SUPPLIED AT COST 8Y 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 114 INCH IS SIZE. _ 6 UPON COMPLETION OF EACH INCREMENT OF WORK, ALL REQUIR!:'D 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 ANO 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 DIRE:CTED 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. CHANGE:S ANO DIMENSIONS SHALL BE RECORDED IN A LEGIBLE AND PROFESSIONAL MANNER. RECORD CONSTRUCTION DRAWINGS SHAl.l BE MAINTAINED AT THE JOB-SITE DURING CONSTRUCTION. . 9 THE LANDSCAPE ARCHITECT SHALL PROVIDE A COMPLETE SET OF "AS-BUILT" MYLARS TO THE CITY OF CARLSBAD UPON COMPLETION OF CONSTRUCTION. ONA WILL BE REQUIRED TO TRANSFER ALL AS- BUil T INFORMATION TO MYLARS. AS-BUILTS SHALL BE ON CITY ORIGINAL MYLARS 1 _ 7. 2 QIDJ..I.R.OLLER CHAR.I . 1 AS-BUil T DRAWINGS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR BEFORE CHARTS ARE PREPARED_ -2 PROVIDE ONE CONTROLLER CHART OF THE MAXIMUM 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 81; 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 REDUCE::D. _ 4 CHART SHALL BE BLACKLINE PRINT AND A DIFFERENT PASTEL TRANSPARENT COLOR USED TO SHOW AREA OF COVERAGE FOR EACH STATION. -5 WHEN COMPLETED AND APPROVED, HERMETICALLY SEAL THE CHART BETWEE::N TWO PIE::CES OF PLASTIC, EACH PIECE BEING A MINIMUM 20 MILS THICK. . 6 CHARTS SHALL BE COMPLETED AND APPROVED PRIOR TO FINAL INSPECTION OF THE IRRIGATION SYSTEM. ,_ 7 .3. Qf_8JATION 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 ANO PROPERLY PREPARED IN FOUR (4) INDIVIDUAL BOUND COPIES. DESCRIBE THE MATERIAL INSTALLED IN SUFFICIENT DETAILS TO PERMIT QUALIFIED OPERATING PERSONNEL TO UNDERSTAND, OPERATE AND MAINTAIN ALL EQUIPMENT_ INCLUDE SPARE PARTS LIST AND RELATED MANUFACTUR!;R INFORMATION FOR EACH EQUIPMENT ITEM INSTALLED_ EACH MANUAL SHALL INCLUDE TKE FOLLOWING: A. INDEX SHEET STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER. B. DURATION OF GUARANTEE PERIOD C. LIST OF EQUIPMENT WITH MANUFACTURER'S LOCAL REPRE D _ COMPLETE OPERATING AND MAIN MAJOR EQUIPMENT. . 2 IN ADDITION TO THE MAINTENA MAINTENANCE PERSONNEL WITH NAMES AND ADDRESSES OF SENTATIVE_ TENANCE INSTRUCTIONS ON ALL NCE MANUALS, PROVIDE THE INSTRUCTIONS FOR MAJOR EVIDENCE TO THE LANDSCAPE EQUIPMENT AND SHOW WRITTEN ARCHITECT OR LANDSCAPE COORDI THE WORK THAT HIS SERVICE HAS B NATOR AT THE CONCLUSION OF EEN RENDERED. 1.7.4 C.!i_ECK LIST . ·--•,-,,·~··-- •--•,a•,•~-• ··---~~-- ···---·, DATE INITIAL -,•,•·~·•"'""" --"'""""~··-·-· .. ,. _,_ --.-,--· _,, ____ • _, u •~oa "' --.-,,-- ENGINEER OF WORK REVISION DESCRIPTION _ 1 COMPLETE THE FOLLOWING CHECKLIST AT THE END OF TH= PROJECT, USING THE FORMAT SHOWNc A. PLUMBING PERMITS (IF NONE REQUIRED, SO NOTE) B. MATERIALS APPROVAL C _ PRESSURE MAINLINE TEST (BY WHOM AND DATE) D. AS-BUILT DRAWINGS COMPLETED (RECEIVED BY AND DATE) E. CONTROLl.ER CHART COMPLETED (RECEIVED BY AND DATE;) F MATERIALS FURNISHED (RECEIVED BY AND DATE) G_ OPERATION AND MAINTENANCE MANUALS FURNISHED (RECEIVEIJ BY AND D.ATE) H. SYSTEM AND EQUIPMENT OPERATION INSTRUCTIONS (RECEIVED BY AND D,ATE) 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 or• PROJECT. -1. B GENERAL REQUIREMENTS: ·1 8 1 CODE REQUIREMENTS SHALL BE THOSE OF STATE AND MUNICIPAi • AGENCIES AND REGULATIONS LOCALLY GOVERNING THIS WORK, PROVIDING THAT ANY REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS, NOT CONFLICTING THEREWITH BUT EXCEEDING THE CODE REQUIREMENTS SHALL GOVERN, UNLESS WRITTEN PERMISSION TO THE CONTRARY IS GRANTED BY THE AGENCY. , .8.2 EXTREME CARE SHALL llE EXERCISED IN EXCAVATING AND WORKING lfl THE AREA DUE TO EXISTING UTILITIES. CONTRACTOR SHALL Bl: RESPONSIBLI;' FOR DAMAGES CAUSED BY HIS OPERATIONS. 1 .8.3 CONNECTIONS SHALL BE MADE Al APPROXIMATELY THE LOCATIONS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOFI 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 VERIF" ALL DIMENSIONS. 1.8.5 PLAN LOCATIONS OF HEADS, VALVES, CONTROLLER ANO PIPE LINE8 ARE DIAGRAMMATIC AND INDICATE THE SPACING AND RELATIVE; LOCATIONS OF ALL INSTALLATIONS. 1 8 6 ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX (6) INCHES FROM EACH OTHER, AND FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. 1. 8. 7 DIELECTRIC 8USHINGS SHALL BE USED IN ANY CONNECTIONS WITH PIPING OF DISSIMILAH METAL MATERIALS. 1.8.8 POINT OF CONNECTION SHALL BE APPROXIMATELY AS SHOWN ON DflAWINGS. CONNECT NEW UNDERGROUND PIPING AND VALVES AN~, PROVIDE ALL FLANGES, ADAPTERS OR OTHER NECESSARY FITTINGS FOF: CONNECTION. 1 8 9 PERMISSION TO SHUT OFF ANY EXISTING IN-USE WATER LINES MUST BE OBTAINED 48 HOURS IN ADVANCE, IN WRITING FROM THE OWNER/DEVELOPMENT. THE CONTRACTOR SHALL RECEIVE INSTRUCTIONS FROM THE OWNER/DEVELOPMENT, AS TO THE EXAC1- LENGTH OF TIME OF EACH SHUT-OFF. 1 .8.1 O CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS. 1.8.1 I MAINTENANCE. THE ENTIRE IRRIGATION SYSTEM SHALL BE UNDER FUU. AUTOMATIC OPERATION FOR A PERIOD OF 7 DAYS PRIOR TO AN\' PLANTING. 1. 8. 1 ;1 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 PLANE, .O,ND SPECIFICATIONS WILL 8E MADE UNLESS PREVIOUSLY APPROVED 8) Tt1E 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. 1 3 SERVICJa 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 8Y THE GUARANTEE. IF REQUESTED BY THE OWNER, THE CONTRACTOR SHALL FURNISH THE OWNER WITH A SCHEDULE OF SERVICE FEE FOR ADDITIONAL WORK REQUESTED OUTSIDE OF THE GUARANTEE_ INSPECT AND TEST CONTROLLERS AND GROUND FAULT. Lnndl!lcape .4rehitocturo • Ple.nniog - 00 C. C "'~-- M .. ,~ ..... ,,, -· APPROVED FOR PLANTING La Joi la c~n tr<!!• U 9266 'to..,,-ne Cen.t1-e Dr-ht;!, S~lt~ 340 Sa.n Diego:>, CA 921~-1-3002 858.550.tei7'5 ~ ·:;,ax 868.560.1580 --11 AS BU IL T 11 AND IRRIGATION ONLY, INCLUDING PRECISE DATE RLA __ EXP. --LOCATION OF PLANTING REV[EWED By: AREAS ·---. INSPECTOR DATE -~ CITY OF CARLSBAD ,s~rs I .. .. PLANNING DEPARH.IENT 5 IRRIGATION SPECIFICATIONS FOR: FOUR SEASONS RESORT AT 1~ VIAl1A ·-EAST VILLAGE -···- .. APPROVED -/i}f(2£ fr/-UV I ,- ASSISTANT P\.AfffllNG DIRECTOR c,ATE DATE INITIAL DATE INITIAL OWN BY: PROJECT NO. ORA~ING NO. ·~···--~-~ .. CHKD BY: ________ CT 95-02 346-7N 0 N 0 I "' "' -0 "' f--u ..., --:, ii I I OTHER APPROVAL CITY APPROVAL RVWD BY; -<l z L._-------------------------------------------------------------------~CMM~wJFci"'9-o--s-o_.9° 0. .-----------------------------------------------------------------------------------,--,------------------------- PROVIDE TECHNICAL SUPPORT ON THE JOB SITE AS REQUESTED BY CONTRACTOR FOR CONTROLLERS, EXCESS FLOW SENSING AND AUTO· RAIN SHUT OFF SENSING SYSTEMS. IB.ALN)b!_G IN OPERA:ttON OF ALL EQUIPMENT FIVE YEAR LIMITED FIELD SERVICE WARRANTY FOR CONTROLI..ERS AGAINST ORIGINAL DEFECTS IN MAT!cRIALS AND WORKMANSHIP. WARRANTY SHALL BE PROVIDED IN WRITING. AVAILABLE THROUGH PACIFIC TECHNICAL SERVICE 23372 SOUTH POINTE DRIVE, SUITE A LAGUNA HILLS, CA 92653. CONTACT DARYL GREEN (800) 427·0779. PAGER # (949) 454-5009 PART 2 -PRODUCTS 2 .1 MATE;RIALS: ALL MATERIALS AND EQUIPMENT USED IN SPRINKLER IRRIGATION WORK SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS, AND OF QUAl.lTY AND PERFORMANCE AS SPECIFIED. 2 .1. 1 PIPING: PIPE SIZES SHOWN ARE NOMINAL INSIDE DIAMETER UNLESS OTHERWISE NOTED. .1 POLYVINYL CHL.Q .. RIQE PIPE POTABLE_;, ALL PVC MATERIAL SHALL CONFORM TO ASTM D1784, CELL CLASS 124549. (1) PVC PLASTIC PRESSuRE LINES: FOR PIPING UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS, SHALL Bl'; PVC 1120, CLASS 315 (SDR 13.5) CONFORMING TO ASTM D2241 OR SCHEDULE 40, CONFORMING TO ASTM D1785. (2) PVC PLASTIC NON·PRESSURE LINES: FOR PIPING DOWNSTREAM OF REMOTE CONTROL VALVE::S, SHALL BE PVC 1120, CLASS 200 (SDR 21 ), CONFORMING TO ASTM D2241, OR SCHEDULE 40, CONFORMING TO ASTM D1785. (3) IDENTIFICATION: FURNISH PLASTIC PIPE CONTINUOUSLY AND Pl:cRMANENTLY MARKE;D 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. . 2 POLYVINYL CHLQBJDE PIPE FOR NON-POTABI E.a • ..WATER: (1) PVC PLASTIC PRESSURE LINES: FOR PIPING UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS. ALL FOUR (4) INCH AND SMALLER SHALL BE PURPLE COLORED PVC MEETING ASTM·1784, TYPE I, GRADE PVC•l 120. CELL CLASS 12548. PIPE, ASTM 2241 FOR SDR CLASS PIPE, ASTM 267'2 FOR •'PURPLE PIPE•'_ PR ES SUR E_M_ltl/il.!.tlf.; 1·1/2" AND SMALLER PIPE ·SCHEDULE 40 PVC 2" AND LARGER PIPE • CLASS 315 PVC, SDIR•15.5 NON-PRESSURE LATER.AL: ALL NON-PRESSURE PIPE • CLASS 200 PVC PIPE D'PE I, GRADE I PVC PIP!;; OUTSIDE DIAMETER OF PIPE SHALL BE THIE SAME AS IRON PIPE. PIPE SHALL BE MARKED ON TWO SIDES OF THE PIPE AT 24·· INTERVALS WITH ••cAUTION RECYCLED WATER:• SCHEDULE 40 PIPE SHALL NOT BE THREADED. SOLVENT SHALL BE AS SUPPLIED BY PIPE MANUFACTURER. PIPE SHALL BE PURPLE IN COLOR_ 2 BRASS PIPE SHALL BE IPS STANDARD WEIGHT 125 POUNDS, 85% RED BRASS. 2. 1 . 2 FITTINGS AND CQtlliE.C.UOJ!.S_; .1 POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS· TYPE; 11, GRADE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING, TAPERED SOCKET OR MOLDl';R THREAD TYPE, SUITABLE FOR l';ITHER SOLVENT WELD OR SCRE;WED CONNECTIONS. MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED WITH FOLLOWING INFORMATION: NOMINAL PIPE SIZE, TYPE ANO SCHEDULE OF MATERIAL. AND NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC FITTING SHALL CONFORM TO ASTM D2464 ANO 02ll66. . 2 BRASS PIPE FITTINGS AND CONNECTIONS: STANDARD 125 POUND CLASS 85% RED BRASS FITTINGS AND CONNECTIONS. 2.1.3 RISERS.; . 1 ALL SPRINKLER HEADS SHALL HAVE RISERS AND $WING JOINTS AS SHOWN IN THE DETAIL DRAWINGS. ALL RISERS AND SWING JOINTS SHALL USE MARLEX FITTINGS AND SCHEDULE 80 PVC RISERS OR NIPPLES. 2.1.4 fJTIINGS' . 1 FITTINGS, IN GJ;;NERAL, FOR ALL INSTALl.ATIONS SHAl.L BE CONSIDERl;D INCIDENTAL TO THE CONTRACT !PRICE AND SHALL BE THE CONTRACTOR°$ RESPONSIBILITY TO PROVIDE All. OF REQUIRED FITTINGS TO COMPLETE THE CONTRACT. . 2 ALL FITTINGS FOR PIPE THREE (3) INCHES AND SMALLER SHALi. BE SCHEDULI;; 40 .3 ALL TEES FOR THE INSTALLATION OF SWING JOINTS WILL SE INSTALLED WITH DURA, LASCO TEE OR EQUAL 2 -1. s AUTOMATIC CONTRQt. .• W.lRE; . 1 ELECTRIC WIRING RUNNING FROM CONTROLLER TO THE AUTOMATIC CONTROL VALVES SHALL BE NO 14 SOLIO. SINGLE CONDUCTOR, COPPER WIRE, 4/64 lt,ICH INSULATION, 4!64 INCH Ni;,OPRENE JACKET, STYLE BR (DIRECT BURIAL) OR EQUAL, COLOR CODE WIRES TO EACH CONTROLLER, COMMON WIRE SHALL BE WHITE N0.14 SOLID, SINGLE CONDUCTOR WIRE, 4/64 INCH INSULATION, 4164 INCH t,!EOPRENE JACKET, STYLE BR (DIRECT BURIAL ) OR EQUAL . 2. 1. 6 MONITORING _D_EVIC:ES . 1 ALL MONITORING DEVICES SUCH AS FLOW MEASUREMENTS, SHALL SE AS SHOWN ON DRAWINGS. 2. 1. 7 12JLY__QJ..J WIRE_.IO 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 AUTOMATIC CONTFj_Q..LLER: .1 AUTOMATIC CONTROLLER: FULLY AUTOMATIC IN OPERATION AND CAPABLE OF OPERATING THE NUMBER OF STATIONS OF REMOTE CONTROL VALVES AS NOTED 2 CONTROLLER ASSEMBLY: WALL MOUNTE;D AS NOTED, TERMINAL STRIP, ON/OFF DISCONNECT SWITCH WI 110V0LT GROUNDED OUTLET, RAINGUARD AUTO-RAIN SHUT-OFF DEVICE. AVAILABLE; FROM PACIFIC: TECHNICAL SERVICE 23372 SOUTH POINTE DRIVE, CA 92653. DARYL GREEN (BOO) 427-0779, PAGER # (949) 454-5009. .3 AUTOMATIC CONTROLLERS SHALL BE OF THE TYPE AND MANUFACTURERS SHOWN ON THE DRAWINGS OR APPROVED EQUAL AND INSTALLED PER MANUFACTURES RECOMMENDATIONS AND DETAIL DRAWINGS . 4 ALL C:ONTROLLERS SHALL BE GROUND!;D BY COPPER CLAD GROUNDING ROD AND Gi,NERAL ELECTRIC LIGHTNING ARRESTOR # 9L "150CB002 (50 OHMS RESISTANCE REQUIRED) 2 .1, 9 B..E..M01], __ Q.Q.N.IBO.L. .. Y.hl..YES~ ELECTRICAL . 1 THE ELECTRIC REMOTE CONTROL VALVES PRESSURE REGULATING ANO NON PRESSURE REGULATING SHALL BE OF THE STYLE AND MANUFACTURES SHOWN ON THE DRAWINGS, OR APPROVED EQUAL, AND INSTALLED PER DETAILE,D DRAWINGS AND MANUFACTURER'S RECOMMEN OATION . 2 VALVES SHALL BE INSTALLED A MINIMUM OF 5•• FROM ALL FIXED OBJECTS AND 1r APART FROM EACH OTHER. 2 .1, 10 .l\!~~TER 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 V/\LYE Jl.OX: . 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 "l'RV","MV","RCV","GV", OR "DF" RESP-ECH\IE.LY WITH STATION NUMBERS FOR CONTROL VALVES EMBOSSED ON THE VALVE COVER. ALL SHALL STATE ·'REC:LAIMED WATER°' IN ENGLISH AND SPANISH. (RCV BOXES SHALL HAVE LOCKING COVERS) OTHER BOXES SUCH AS PULL BOXES, ETC, SHALL SE MARKED ACCORDINGLY. VALVE BOXES SHALL BE PURPLE IN COLOR. 2 -1 , 1 2 SEfilNKl..!afl_J!_la.l\_O; . 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. 1 3 QUICK COU..!'l.filLAJiSEMBJJB.....iPJ)J"..M.Lft .1 QUICK COUPLER VALVES SHALL BE AS SIZED ON DRAWINGS; DOUBLE LUGGED, LOCKING CAP, VINYL YELLOW TOP AND BRASS. . 2 QUICK COUPLER KEY SHALL BE OF BRASS/BRONZE WITH A HOSE BIBB ASSEMBLY. 2.1.14 OUICK ... CQUPLER YAL'l.E_$_JN_ON"POTABLEl" . 1 QUICK COUPLING VALVES SHALL BE OF THE MANUFACTURER SHOWN ON THl;c DRAWINGS. EAC:H QUICK COUPLER SHALL HAVE A MOLDED VINYL LOCKING COVER WITH ACME THREADS FOR RECLAIMED WAH'R SERVICE. . 2 UPON COMPLETION OF THE CONTRACT AND PRIOR TO FINAL ACCEPTANCE, SUPPLY THE OWNER WITH QUIC:K COUPLER K!,YS AND HOSE ELLS OF THE QUANTITY CALLED FOR IN IRRIGATION SECTION 2.1.22. THE KEYS AND HOSES ELLS SHALL BE OF TH!, SAME MANUFACTURER AS THE COUPLING VALVE. -3 SHALL BE 1" SIZE AS MANUFACTURED BY NELSON SPRINKLERS CO. 2 . 1 . 1 5 Mil_...Y.Ak.Y.E.S: . 1 BALL VALVE TWO (2") INC:H SIZE AND $MALLER 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 UNION WITH ONE END BLOCKED WHICH PREVENTS BALL FROM BEING BLOWN OUT UNDER PRESSURE. BALL SEATS ARE TEFLON TO INSURE E,~SE OF OPERATION. END CONNECTOR CARRIER AND STEM .,0. RING ARE EPDM OR VITON. 2 1. 16 gp~T.E VA",V.E:S..: . 1 GATE; VALVES THREE (3) INCHES AND SMALLE;R SHALL BE 150 POUND BASE, ALL BRASS/BRONZE CONSTRUCTION. SINGLE WEDGE DISC, INTEGRAL TAPER SE;ATS, NON-RISING STEM, SCREWED BONNETS, SIRONZE CROSS HANDLE AND A BRASS/BRONZE GROUND JOINT UNION CONNECTION AT THE DOWNSTREAM OUTLET. VALVES SHALL BE CAPA8LE OF BEING REPACKED WHILE UNDER PRESSURF. . 2 SHALL BE SIMILAR TO THOSE MANUFACTURED BY KENNEDY, STOCKHAM,NIBCO OR APPROVED EQUAL 2.1, 17 k!:LECK VALVE~. SHALL BE OF PLASTIC AND STAINLESS STEEL, VERTICAL SPRING-LOADED AND SWING CHECK. 2.1.18 BACKFLOW PREVENTER; UNIT SHALL BE AS SHOWN ON PLANS OR EQUAL, AS APPROVED BY ARCHITECT AND CARLSBAD MUNICIPAL WATER DISTRICT. 2 .1.19 CONCRETEc FOOTINGS SHALL BE 2,000 PSI CONCRETE AT 28 DAYS, 2. 1. 2 0 BACKFILL SHALL BE CLEAN FILL SOIL WITH NO ROCKS OR CLOD 1/2" OR LARGER. 2 , 1 , 2 1 WA 8lli..lliLIAe.E....; . 1 SHALL BE PLASTIC TAPE PRE;PARED WITH SILVER PRINTING ON A PURPLE FIELD HAVING THE WORDS, ••CAUTION: RECLAIMED WATER -~1.lll~ELOW" . THE OVERALL WIOTH SHALL BE 3 INC:HES. -2 WARNING (CAUTION) TAPE SHALL BE MANUFACTURED BY THOR ENTERPRISE, INC., P.O. BOX 450 SUN PRAIRIE. WISCONSIN, 53590. (PHONE [608) 837•7197) 2.1.22 WARNING LABELS & SIGNS · SHALL Bi;; 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 1.23 WARNJm,___1l\.G,S_; ALL RECLAIMED WATER SPRINKLER CONTROLS VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. SEE; COVER SHEET FOR ADDITIONAL REQUIREMENTS . 2.1.24 CONTRACTOR SHALL PROVIDE TO THE OWNER: . 1 THREE (3) CONTROL VALVE KEYS, . 2 FOUR (4) WRENCHES FOR REMOVING EACH DIFFERENT TYPE OF SPRINKLER HEJ\D. . 3 TWO (2) 43•• 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 2.1.25 PRESSURE REGULATOR AND WYE STRAINER SHALL BE OF BRONZE BODY WITH SCREW FITTINGS. SEE DETAILS AND DRAWINGS. 2.1.26 DRIP IRRIGATION EQUIPMENT SHALL BE; SHOWN ON PI..AN OR EQUAL AS APPROVED BY ARCHITECT AND CARLSBAD MUNICIPAL WATER DISTRICT. PART 3 · EXECUTION 3. 1 GENERAL REQUIREMENTS: 3. 1 .1 LOCATIONS ON DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE ONL y AND SHALL BE CHANGED AND ADJUSTED AS NECESSARY AS DIRECTED TO MEET EXISTING CONDITIONS AND OBTAIN COMPLETE W,~H,R COVERAGE. LOCATE AND STAKE ALL WORK AND OBTAIN APPROVAL OF THE ARCHITECT BEFORE INSTALLATIONS. 3 12 INSTALL AND EXTE;ND 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 UTILll'IES 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 C:ITY OF CARLSBAD STANDARDS TAKE PRECEDENCE OVER PLANS AND SP!:cCIFICATIONS FOR THE PROJECT UNLESS NOTED AND APPROVED. 3. 2 INSTALLATION OF IRRIGATION SYSTEM: 3. 2 .1 EX.C../'.<.VATION AND BACKFILLING OF TRENCHES: .1 E;XCAVATE 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 DE.PT!:!.. OF TRENCH; POLYVINYL CHLORIDE PRESSURE LINE (LESS THAN PRESSURE MAINLINES ( 3°° AND UP TO 5 112··) POLYVINYL CHLORIDE NON-PRESSURE LINE CONTROL WIRE 3··)SEE LEGEND SE[;; LEGEND SEE LEGE'NO SEE LEGEND -3 HtENCHINCl THROUGH AREAS WHER.E TOPSOIL HAS BE;EN SPR!;_A.Q,: (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 BACKFIL,L WHERE SO INDICATED ON DETAIL. -5 REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE OR FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN INSPECTED AND APPROVED FOR TIGHTNESS, QUALITY OF WORKMANSHIP AND MATERIALS. -6 BACKFILL TRENCHE;S, 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 ROC:KS AND CLODS 112" AND LARGER. . 8 CONTRACTOR SHALL NOT INSTALL PIPE ACROSS CONCRETE DRAINAGE SWALE. CONTRACTOR SHALL JACK OR BORE UNDER SWALE TYPIC:AL. 3,2.2 l,!NDER EXl~TING AND /OR PROPOS_ED PAVEMENT . 1 TRENCHES LOCATED UNDER AREAS WHERE PAVING ASPHAL TIC CONC:RETf; 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 M!cCHANICAL 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 PRE;SSURE TEST J\LL 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 C:OVER OF 18 INCHE;S 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 PAVEME;NT. ALL NECESSARY REPAIRS AND REPLACEMENTS SHALL BE APPROVED BY OWNER/DEVELOPMENT, ANO SHALL BE AT NO ADDITIONAL COST TO OWNER/DEVELOPMENT . 3 · 2 -3 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 ANO 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 8EFORE WELDING SOLVENT IS APPLIED. WELDED JOINTS SHALL Bf. GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL BE BEVELED TO REMOVE BURRS AND EXCESS BE,FORE FITTING AND GLUING TOGETHER. · 6 PIPE SHALL BE SNAKED FROM SIDE·TO-SIDE OF TRENCH BOTTOM TO Al_LOW FOR EXPANSION AND CONTRACTION ~-- -·---~ ... ·- --------· -·----•-••- ,-.. J"-- DATE INITIAL -~·--••' , .•.. -······ .. ·-~·-· ·-··· ·~ ... .-, .•... _,,_ ~--·····-··-·- . E.NGINEER OF WORK REV I s I ON OESCR l PT l ON . 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, ME;TAL 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 MANUFACTUREFi'S RECOMMENDATION. .1 2 ALL PRESSURE PIPE 3'" OR LARGER SHALL HAVE THE CORRECT SIZEO CONCRETE THRUST BLOC:K INSTALLED AT EVERY ABRUPT CHANGE OF ALIGNMENT; AT GATE VALVES, TEES. ELBOWS, CROSSES AND ENDS OF PIPE RUNS; OR WHEREVE;R THE CllV ENGINEER DEEMS ONE TO BE NECESSARY. THRUST BLOCKS SHALL BE INSTALLED AS PER DETAIL. 3. ~. 4 lli.S.IAL!-..ll_I!Q1'!.__J:)F BRASS PIPE: . 1 CUT BRASS PIPING BY POWER HACKSAW, CIRCULAR C:UTTING MACHI\IE 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, 3, 2, 5 REM.QJECQNTROL WIRING: .1 DIRECT BURIAL CONTROL WIRE SIZES: AS SHOWN AND SPE;CIFllcD HEREIN BEFORE. , 2 PROVIDE ONE CONTROL WIRE AND ONE COMMON GROUND WIRE TO SERVICE EACH VALVI= IN SYSTEM. PROVIDE 4-FOOT MINIMUM EXPANSION LOOP AT EACH VALVE TO PERMIT REMOVAL Alm MAINTENANCE OF VALVES. . 3 INSTALL CONTROL WIRES AT LEAST 24" BELOW FINISH GRADE AIJD MINIMUM OF 4" FROM ANY PIPE OR FITTINGS EXCEPT AS TERMIN ~L POINTS. . 4 INSTALL CONTROL WIRES AND IRRIGATION PIPING IN COMMON TRENCHES WHEREVER POSSIBLE. . 5 CONTROL WIRE SPLIC:ES: ALLOW ONLY ON RUNS OF MORE THAN 300 FEET, SPLICES AS FOLLOWS: (1) STRIP OFF MINIMUM OF 2-1/2 INCHES OF INSULATION FROM EACH WIRE (2) CONNECTING AND SPLICING OF WIRE AT THE VALVES SHALL 3E MADl:c USING DURA SEAL CRIMP SPLICES AS MANUFACTURED 3Y RAYCHEM CORPORATION. CONTRACTOR SHALL REFER TO RAYCHEM INSTALLATION PROCEDURES USING UL TRATORCH 3 HEATING TOOL. NO OTHER SPLICES WILL BE ALLOWED . 3.2.6 AUTOMATIC CONT8Q.L1Ja.R.; .1 AUTOMATIC C:ONTROLLER SHALL BE INSTALLED AS SHOWN Al•D DIRECTED. CONTROLLER SHALL BE TESTED WITH COMPLETE ELECTRICAL C:ONNECTIONS. THE CONTRACTOR SHALL 13E RESPONSIBLE FOR TEMPORARY POWER TO THE CONTROLLER FOR OPERATION AND TESTING PURPOSES. . 2 CONNECTIONS TO CONTROL WIRING SHALL BE MADE WITHIN T11E 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 ELECTRIC:AL OUTLET. A CERTIFIED ELECTRIC ~L 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. 3.2 7 VALVES: • •••d-•O ····- -·---·- -~-· 0 .1 ALL VALVES SHALL BE INSTALLED AS SHOWN IN THE DETAILS AND IN ACCORDANCE WITH MANUFACTURER·s RlaCOMMENDATIONS AND ,\S REQUIRED BY THE CITY OF CARLSBAD FOR IDENTIFICATION, PER RECLAIME;D WATE;R STANDARDS, IF USED. . 2 ALL AUTOMATIC VALVES SHALL BE SIZED AS SHOWN ON PLA~S. 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. L11ndJ,(?,:i.po Arehlt.cctUt'(t • Plnnning La fol la Centre U APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS 9255 'l;owo.l!l C'Olltr-o Dd'f'e, Suite 840 San Die-QO, CA 9~~121-3002 858.650.1671$ & Fax 868.650.1680 11 AS BU I L T 1 ' DATE RL. A-----.-· EXP. ___ _ REV!EWED BY: INSPECTOR DATE CITY OF CARLSBAD] SHFtTS PL ANN I NG DEPARTMENT 3b !RRIGATIDN SPECIFICATIONS FOR: O,H +>-•---~+-----+----+-----I FOUR SEASONS RESORT AT AVIARA EAST VILLAGE /-1-cJ?J A~S~S~l~S~T A~N~Tc--f,;,"-£--'"-''....o-I~R~EC_T_D_R ____ _ OAfE DATE INITIAL DATE INITIAL PROJECT NO . CHKD BY: ---CT 95-02 DliAWING NO. 346-7N :::,D::::WN::::~B::::.Y=--. =-=-=-=-=-=-::..,:;-;::========] OTHER APPROVAL CITY APPROVAL RVWO BY: _,__::._::-_:_::.::::.:..::'.:..L'.'..'...'...'...::..:..:'..'..::...J-.=:::::::::::::::::::::::=--:::====== :;;;;;;;:==:::..J 0 "' 0 I ., "' 0 z j- "' '-'-' ., 0 "' 0.. '----------------------------------------------------------------------~ ---------------------------------------___JJo CMW[) 910-509 ---·-·--·-·····---·---··-·--------------------------------------------------------------------------------------------------------------------------------------------- 3.2.9 VALVE B_QX_:_ . 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 ANO IDENTIFIED A$ REQUIRED, PER RECLAIMED STANDARDS. 3.2.9 :e.ef!I.NKLER 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 SYSTl':M HAS BEEN THOROUGHLY TESTED, IMMEDIATELY AFTER WRITTEN NOTIFICATION BY THE ARCHITECT TO 00 SO. . 1 INSTALL ALL QUICK COUPLERS AS INDICATED ON DRAWINGS AND AS OIRECH'D. SET /ILL VALVES PLUMB ANO TRUE TO FINISH GRADE AND A MAXIMUM OF 12 INCHES FROM PAVING, WALKS, HEADERS OR CURBS, AND AS SHOWN ON PLANS ANO AS DIRECTED. 3. 2. 11 GATE_y_ll_L_\f.E$._11, l;lAL.L _ _yj\_l__\/~ 1 INSTAL.L WHERE SHOWN AS DETAILED. 3.2.12 WARNING TAPE: WARNING TAPES SHALL BE INSTALLED DIRECTLY ON TOP OF THE PIPE LONGITUDINALLY AND SHALL BE CENTERED. THE WARNING TAPE SHALL BE INSTALLED CONTINUOUSLY FOR THE ENTIRE LENGTH OF THE PIPE AND SHALL BE FASTENED TO EACH PIPE LENGTH BY PLASTIC TAPE BANDED AROUND THE PIPE WITH FASTENERS NO MORE THAN 5 FEET APART. TAPING ATTACHED TO THE SECTIONS OF PIPE BEFORE LAYING IN THE TRENCH SHALL HAVE FLAPS SUFFICIENT FOR CONTINUOUS COVERAGE. ALL RISERS BETWEEN THE MAINLINE AND CONTROL VALVES SHALL BE INSTALLED WITH WARNING TAPE. A SECOND WARNING TAPE RUNNING CONTINUOUSLY ABOVE PIPING TO BE INSTALLED 12 INCHES ABOVE RECLAIMED WATER LINE. 3 1. 13 WARNING LABELS &_~_!_GJi; INSTALL WHERE SHOWN AS DETAILED 3. 1. 1 4 WARNING JAGS· INSTALL WHERE SHOWN AS DETAILED 3. 2. 1 5 8ACKFLOW PREVENTE;J3.; .1 BACKFLOW PREVENTER ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIIFICA.YIONS, LOCATED ANO AS DIRECTED ON DRAWINGS, AND SHALL CONFORM TO ALL APPLICABLE CODE AND ORDINANCE REQUIREMENTS. . 2 EXACT LOCATION AND POSITIONING SHALL BE VERll"IED ON THE SITE BY THE ARCHITECT. 3.216 ~BJ;SSURE RE_GULATOR: • ADJUSTED REGULATOR PER PLANS 3.3 CLEAN·UP: AS PROJECT PROGRESSES. CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF THE PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINER$ USED IN ACCOMPLISIHING WORK. HE SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO THE PLANTINGS. ENO OF SECTION 2F PRESSURE/CALC. i>ATE: " .. I l/16/99··T···-·-······-·--· :PREPARED BY: --t JOB NUMBER: j MARVIN H. TANIGUC'-1 JOB TITLE: FOUR SEASON RFSORTSIEAST VILLAGE HGL: ':3Jf4 HYDRAULIC CA···•LC .. U.·.L·A.·.TION .......... ·······.···.·· .·.r ... · .. · .. · .. ·.·.· .. ·.·.·.··.··.··.·· .. ·.A ..• ·.···.D•·•··.J.·•·•.U•··.•···S·•··.•·· .. T· E:Q ..... ~FlE_SS ..... URE METER NO. F 1 .... ! $YSTEM~TA~6~~::~~~~:l . 1,G;~~. -~~ st.A.'NbARi:rsvs··.tEliNt"bssr;s. ·.·> >to:::·:.:'.·-::.:· •!;:;:t,/•····•··•••••: ',: .... ,•·· :'<'S ... IZE .•..•... •.. >·.e'.$1(6ss • ,,,', •''•C••'w,,,;., • •w,<••,,,,,,,,,,, ,,,, WATER METER(MAX 60GPM · .2. SYSTEM) BACKFLOW PREVENTER: REMOTE CONTROL VALVE IRRIGATl~N SPRINKLER 1.-lEAD (OPERATING PRESSURE): . ·- MAS'ER VALVE CHECK V/\LVE(IN SPRINKLER HE/\D):: ' ' . GATE VALVE:' --··---.J. . ... -----+ PIPE FITTING (ALLOWANCE):j Avbi:iAl.iLie••oRAbEt:HANGE · ··•: i]!(•·•:::::,: :f!J; fr•.·11,·•··· :?t•:·:/ HGL. OF STREET MAIN ELEVATION:i 1 1 3 . ··--•-I-.,., ..... , ..... ,. ,. ELEV. OF iRRIG. HEAD@ HIGHEST POINT ! 1 3 0 2" 2" I" 2" 3· C···.·· t'A··.·.·.'s'.· s:.~o··.····o•· ·r'vlcr' tPE: ieiN.voAZlr·O•••···~EoS. 1sFFu'eR.RE ..... ;~g~;;~.;;,:;:;;1~'';,:;.:;!;;.~.'···. -~·;~-; ·o,e, x."" ,.;,:;. ... · .v-. . ... nr. .n ..... ·.··<·,-., ........ ,,, ... , .. ,~-,,., ....... , .... , .... , .. ,,, .. ,., .. ,, .. ,,.,,.,.,.,.,,, PH: SIZE LENGTH ffi\1 PSI :.nss 314" 60' 7.8 1.71 1 '" 80' 15.6 2.49 1 -1 / 4 ·:. ·---+-3 0. 1 8. 2 0 3 9 1 1 /2" 35' 33.8 0.74 2 ~~2 ; r :SUBTOTAL ----·-·~.32 --,·r- SOHEbi..lLE 4o••i>VC'PiPEY•PRESSi..lBSMAffill:IJ\!1::Hi!T\'!:i:)rnW1U PIPESIZF 1-114" 1-1/2" 2·· 2 ·· 1 /2 ,, 3" 4" LENGTH 550' t . PSI LOSS. ··-.l ···············-··j 33.8 0.83 "" -.......... "'" 2.70 8 50 6.00 30 00 0.00 0.00 3.00 4.00 5.00 7.36 5.32 1SUB TOTAL 0.83 0 83 TOTAL PRESSURE LOSS: 7 2. 71 ·--·· """" ··--····. ·-·· ·-. -· ---· -·-·-·· .. ,., ....... -··-··-.. , .. I j . _ ./\VAILA_~L_§PRE~LJF!§(f0§,1)_ 80.00 AVAILABLE RESIDUAL PRESSURE:µilil£o:'2.i:Lj i . I ADECll!ATE --+··· I . ----------~-------L,~,~-----~•••,~, -,.~.,,~.,-•~•-•'•"".,l,m,•,, .. ,,,,,. • ••--- 27G PRESSLJRE/CALC. D.ATE: I 11/16/99 PREPAREDBY: JOB NUMBER:] . _ MARVIN H. TANIGUCHI JOB TITLE: i FOUR SEASON RESORTS/EAST VILLAGE HGL: H~~~~~g_'t,0:~~t~rig~ / s~sTEM: !ew;;:;~1~~~~fE0 r~~~:~~~w=c.clc.:!,.±L"""1 : , STATIC PRESSURE: 117 PSI ... ····· . : . . ,., ...... , ..... ,ls'fe"''·'·'··••:·:•·o··~s· ·s·'···s••.h•.c,••:•1:;,;c:c,-,.,,. '•·····•':Ti%\t:i:t;•••.·i::Cic:":h .• ,;,.,.,, •• :,L1s· •;•:c-;•:::,-:.1:.. ·.··es'··.· .. ·.· .. · ,·.·.·L·'.•·o•·.·s· ··s·· ·.•.••.·.'.·: S. T. A.N.D ..... ". D.·.·S'f .. ·. .. M.•.·.'' .... E· .••.:•·i•-.c:••:":,Ml, ....... , ... ,,, .•• ::,1:,,.,.:,:,•.:,.., •.. : ......... -,/j.;, .•..•.•. c, ....... , •• ,, •• , ...... , .•• ,.,.,,., •••• ,,.: ti, . . ······,:···,···'·: .,.,., .. , .,,,.., ... ······ .. ··-•;<•: ,.,., .. ,·.«•C<•>=·»·<•:•:<•: ,.,.,.,,.,:,,.,<.,:.,.,,,.,,,.:<•:•:•···•<:••·•:•·>•: ... ~·······•:•·····>.·,., .... , ... , ' WATER METE'1(MAX 60 GPM -2 SYSTEM) .. . . • . . BACKFLOW P'1EVENTER . . +· .. . [ 1 REMOTE CQ~:rRO_L_VALVE IRRIGATION SPRINKLFR HFAD (OPERATING PRESSlJREi ·-.. •••• I I • l .. I -·. ' MASTER VALVE CHECK VALVE(IN SPRINKLER HEAD): ! . ..... I GATE VALVE i PIPE FITTING (ALLOWANCE) HYDR:AliUc'dRJl.DE CHANGB "• • •· 1 • , ·"'""""""::•·••"'"1••T!'l0it•,,•·y>·,,-,: .,,,;:;·,;:: · HGL OF SIRE.El MAIN ELEVATION: I 13 2· 2· 1 " 2" 3" ELEV OF 1riri1b. Hf:Ao@ H1GHE.§>T PQl~Tc 8} __ ··--· ............ . . C .. L'··A· .. ·. ·.·s•. ·.s· '•• •2··•··•0· ·o···.•.'.'r··.'v,Jc. ·.·.·•.·p·1eP.·•e~·.E. 'oo···•.Y.~N.!. !O P····.··R·~ ..• e 0 ss· 1 ·':u··•··~a· Re7~~.~.I",';/•,,-.. ui}"~i::"''''v.· .. ·· .ELEV 0 "f. '.4',., ,;, : •:•:•.<·~•:•.·>:•.•:•·:•,.•>I•:< •:•:•c·•:•:•·':•:·:<·e<•::•,C•:•:•··e<•;<\•»>:<'.··•.•:•>· • .. :•••••:•:,.•• .. ,, ...•.•.... , •... , .•.. , .• , ....•. , ..... ,.,., ..•. , .....• , .• •,,~.•.•:<•;•:•:.•:•:•.• PIPE SIZE: U::NGTH (fl\JI PSI LOSS . • t .... 314" 30· 7.5 +---··9..:8§ .. __ +---- 1" 50· 16.9 i 160 1·1/4" 10· 24.1 0.22 .. . + ... 1 1 /2" 2" I 2 · 1 · 12 ·: .... i !suBTOTAL. t -2:ii1·-+ SCHEbUC!l'lio•·pydfll pflJ••l>RllssUR1H;1AlNLll:ll!ii'i:!!1Fih!'1il'!!i1: Pl?E SIZE L"NGTH I (FM PSI LOSS l 1 1/4." j : i ;:: '"' " ' I ,oO I _, ' 2 70 8.50 4 00 30 00 0 0 0 I.GO 3 00 4 .00 .. 5.00 -1 2. 99 2.67 3" 950· 24.1 I 011 j . 4 " SUBTOTAL I 1 77 1.77 t--. TOTALPRESSUFH=: LOSS 49 65 . AVAILABLE: PRESS.~JR.E_(PSl).1=":--;::8,,,0"".o,:;:o;=,,,c,j AVAILABLE RESIDUAL PRESSURE ··: $dd~/l, I PR::SSURE ADC:OLJATE Page I 2a PRESSURE/C/\LC. DATE: 11 /16199 ... --·-. ]PREPARED ~y JOB NUMBER: MARVIN H. TANIGUCHI ... ··------·· . . .. ""' ·----·-· ·-· JOB TITLE: FOUR ~~SQN RESORTS/EAST VILLAGE ····-·-·J:!G.!,"··-.... 3 75 HYDFlAULIC CALCULATION ... -·----. _ ADJUSTED PRESSURE-;..;._.;...:.7..::. Sc.• ·~....J METERNO.,i fi!i('i SYSTE~TATICPRESSURE; ,;:~k1 20.8 ·s··r· .. A. ·•N'o· · .. A. •--o·svs· ·r·E,.M,· F""><"'e· ·s' :,,,.::c.::•::••••·'·i""WcN•:Mi•:•::···:-:: , •• :·:c• i ·:,• •.• , .•• :···"'v:: ,,: •.••. ,,,,.,. •.. , ••• ·\_. '.1,.·.·.·.•·.'·'. ·•. =,·l··:o· ··s· s·· 0 .. ::-.. · .. --.: ,: .. :lj·. ·. :· .... ; t . ', . ,~~~ ... Fflf:2!:i::F?Le?i>:\<\i::'.>/J\FT:>'.:d2:F:7'H/ti?···' ··::,.-:11£..ct\ ·, t"";::, WATER METER: B/\CKFLOW PREVENTER: REMOTE CONTROL VALVE: . -· ------------····-· . IRRIGATION SPRINKLER HEAD (QPl;'RATING PRESSURE): PIPESl7F 314" I" 1 1 i 4 " 1-1/2" 2" 2. 1 /2" PIPE SIZE 1 1 / 4 " 1 1 / 2 " 2" 2-1/2" 3" 4" I 1·. . . .... . .. I . .. . -··· ---·-I LENGTH 70· 70· 5· LENGTH 330· CfM --· --···· 6.5 ---,-- 15. 6 25.4 -------- PSILDSS 156 ---------- 2 .1 7 0.1 2 SUB TOTAL 3.85 . J~Ql'fg'M/i.ittti~i;c;p;•;;rnMU\@ 0''M , PSILOSS ·j .. 20.8 ····--::-:c- 7.52 1 " t 2.20 1 " 8 50 1 " I 2 50 ! 30.00 0 00 ---------i--- -2.60 3 85 l SUB TOTAL 7.52 7 52 . ·----.... ' . .. -.. , .. ·------ TOTAL PRESSURE LOSS: 60 98 t----::-:--;-:--:c-. ·-----·-· . .. ·····---_AVAILABLE PRESSURE(PS!)b=:,-=,:7~5-. o_o~"':-i . _6_VAl)-ABLE RESIDUAL PRESSURE: 1 .... ~l::.;.4c.c..,0""2:::c .• --....J PRESSURE ~----~----~----~------'-----L..,..C.:/\DEQUATE I i. ' Page 1 r-•··· ~-- --"· •... ,. DATE INITIAL ~·-·-· ··--······• .. ,' ···--· -, ........ ,., ..... _,. u,•~•.m•"••• sn=~•~- rn=•• ... , ·-·· ........ ·····~·-- . .. _ ..•. ·~ ... ENG I NE ER OF WORK REVISION DESCRIPTION 26CG PRESSUAE/CALC. Iifr5i:{.~i; .... : .. o·:;·····•-.•N.'.f SCOITTJ:,~~ru~£;:r2;:~g f :.• MF.TEANO. m 1 H svsTEM. ,.26CG GPM. .··. 33.4 I ... ··•··•···· ··•···•·•··•· ·• .. • •.• .... •· • ...... ··•· ·•·••· ... sH1TIC PRESSURE: 121 PSI .1 ... ·pg·· ·1·L···.o··ss··. ·s· +A· N···.·o··.A·'.·R'.··o···.· .. •··$· · .. "'-'.• .. · =.' ... M.···'.•o·.S$' ·.·i;;.··s·. •.· .. '.·.•·.'.''.·'.,.':., .. :.,.·.'.·.'.·.·· .. '.·•.·.•.· .. ' .. ··.·.·.'.·.··.· ... ·.·.·.· .. '.·.·.·.·.·. • ·.: .•.. · .. '·'.••·.S. me.. . . I .J;~i':i;:.; ··];,;· •,• :-,•:~c":;;°:':/····•::');:""<:··:':···<;''.:·•:•:,,,,:•:·· ."''. ~ WATER METEF1(MAX 60 GPM 2 SYSTEM ): 2 . BACKFLOW PREVENTER: 2 " ....... ,., .... ,.,_, ______ , __ ,,_, _______ ,____ ....... ·······-··· ········-····-·-··-·······-·· ....... . REMOTE CONTROL VALVE; 1 .. --"--~---·-·-·-·············-···· ·-·· -··· --····-·· IRRl(]ATION SPRINl<LER HEAD (OPERATING PR!;,SSURE): . . . ............ ·-···-·-·· .. ·············...... ., ................... ~ .. ··-········--····· .. ···•·· .. •··•···· , .... ·-···-·····- MASTER VALVE 2" ...... -. CHECK VAI.VE(IN SPRINKLER HEAD): ... -. .. .. . -··-I GATE VALVE: 1 PIPE FITTING (ALLOWANCE) 3" 2.70 8.50 4.00 30.00 0 00 1 00 3.00 4.00 5.00 HYDRA. U.i...t.c. :·.•. ".· . .,_.riecttANGE'i!'<:••••' (:., .... -:.••.••·.••••.•.<•· .. . .. . . .... \.,:il~.1,,.0 ........ ·. ·:· · ........... ,' . ." .· .. · "• HGL. OF STREET MAIN ELEVATION: 104 1 ·····-----····· ····i ELEV. OF 1F11~t:~iT~~1i1~~::;~2r \\4 ............ t ELEV GIFF_, 4"'··· . · 11:32 Cl ... ASS\:!". 6.i.i>.·iv."'i>11>e: lli'"'WPRE""U' RE····,···:'··,·•·,·:,-h+i1E:::::.Jt/•.'·::.·'·'·• V :'-!" ............ V ............ ~ .......... "····,··········'· ............ , .................. , .................... , .. , PIPE SIZE LENGTH -·-·······-............................ . 314 .. 1 00' 7.8 ............. ·-········-·····-· ·-.. 1 " 25 · 15 .6 ... ·-··-··"··-···· .. ·· -... . .. 1.1/4" 20' 33.4 PSI LOSS ····-·· .. ····-.. ·-········ --2.85 0. 77 0.44 . .. ----SUB TOTAL. ' --· 4:06 4.06 ~ t::: I . · ... -... . . . ....... . . $CBl!;Pi..JLE!'4(1j;:j\?C pff!E1'.l?RESS0-REi'MAif.iUNEt•••A.:f' '\:t:, · , PIPE SIZE · 1 I 4" 1 1 I 2" 2" ... ·-· 2-1/2" 3" 4" LENGTH 840· mA 33A SUB TOTAL PSI LOSS 1 .26 1.26 1. 26 .... TOTALPRESSURELOSS: 80 84 ··-· ·-·-·-·. AVAILABLE PRESSURE (PSl):1---~9~0_. o_o~- AV/\ILABLE RESIDUAL PRESSURE:F~9::,;<.:.1;:.6::=--~ I ADEQUATE Page 1 l.andircl!l,p11! A'l"'cbitoctuM • Planr.ib,g La Sol:'.ti. Contr-e II 9866 Towne C~utl"e lki,re, Suito 340 ,--San D1'l'SO, CA 9~:121-:3002 86B.660.Hi75 " Fa.x 858.650.1680 -11 AS BUILT// ' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE DATE RLA ,.. EXP. LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE - ·-·· ,~-.,uw SHEET CITY OF CARLS B AD ] I SHEETS I ,·-~,,. __ , ••...•... ~,~·-27 PLANNING DEPARTMENT 36 ~--1"• -IRRIGATION SPECIFICATIONS AND CALCULATIONS FOR: ··-···' FOUR SEASONS RESORT AT AVl/'\RA EAST VILLAGE · -·•-1-•-·•~"~c,~, .. . ---1-· APPROVED r~@-,_(_ c.JZ; I .. ASSISTANT p AN~JNG DIRECTOR ····-·-········~· 1, DATE -·-,. ffl··~~! DWN BY: PROJECT NO. ] 0!1AWI NG NO. DATE INITIAL DATE INITIAL -· , ~-•••u- CHKD BY: CT 95-02 346-7N OTHER APPROVAL C !TY APPROVAL RYWD BY: D "' 0 I w "' D z <i z -------------------------------,-~-~=-='□ CMWD 130-509 8b PRESSUREICALC DATE: 11/161991 j PREPAREDBY: JOB NUMBER: . : . ·. MARVIN H TANIGUCHI JOB TITLE: FOUR SEASON RESORTS/EAST VILL.A(iE HGL: .... _ )._ ___ , ...... , . "" , ______ ,,,,_ . HYDRAULIC CALCULATION ADJUSTED PRESSURE ------ METER NO. 1 SYSTEM: ===="""'! GPM: STATIC PRESSURE: 124 PSI s'rAl'IDAR.ti SVSTEMi6ssiSs /•!J;):\ 1>.$~•··· WA,ER METER: j BACKFLOW PREVENTER: 1 " 1 " I REMOTE CONTROL VALVE: 1" l ' -·---·-·-·-···-·"······-· .. IRF1IG/\TION SPRINKLER HEAD (OPERATING PRESSURE): I I l CHECK VALVE(IN SPRINKLER HEAD). I . . T . . ····-·····-:.- j f . ----.. [BALLVALVE: _______ 1. 1. ··········· ·····•·· .......... ··· 1 PIPE FITTING \/-\ULU''""",E). HYDRAOLic.GRADECHANGE HCI_, OF STR[ET MAIN ELEVATION: 94 ""'" ., ·····- ELE'/. OF IRRIC. HEAD@ HIGHEST POINT: 9 0 2.20 8.50 2.50 30.00 0.00 0.00 3.00 1 .00 5.00 8c211~:~;:~:w:~.·~~··~:!J'j'vih:JP:'.!lf~[L'r/{.:~;~;e!~~···~~E~·°ss~:F~G~~~i~.·~2N:.·C2E:..::·:=~w-24~224ELEV·D~~~-.,~-1_ 114 .. 1 .. LENGTH GPM PSI LOSS 70' 1 .73 1 · 1 / 4" 1 -1 I 2" 2" ' I •••• ..j 55' 20' .. 9. I 2 48 15 .9 1 .73 --· r 20.8 0.12 ·--···"'" 2 112--I -r . .. .. .... ... JsuiJ TOTAL 4 53 ScHe:odt!cAO PVC :PIPE' PRESSiJl'lEMAlfl'[;INE. / . Fc:.:;;;~;:;;;c.;.:;;.;...:.c:c=.;;;....;..;.;;;;,c;.;:;.:.;.==== ..... """"-'""'-"", ·-···--·---.. PIPE SIZE LENGTH GPM PS' LOSS 1 · 1/4 .. 1 -1 /? .. 2" 2-112" 3" 4" 240' 20.8 . ··.~ I ·•· 2 59 4.53 ,SUB TOTAL I 2.59 2.59 I I ----• ..... TOTAL.PRESSURE LOSSl __ 57.59 AVAILAE3LEPRESSURE (PSI) 75.00 /\V/\ILABLE RESIDUAL PRESSURE: f7@-i• Page 1 3c PRESSURE/CALC PRE..'3SURE /\CEQLJATE DATE: 1 1 I 1 6199 ·-·· ..... _ _I PREPARED.BY: JOB NUMBER· 1 •• t.11\l'lVIN H. TANIGUCHI JOB TITLE: FOUR SEASON RESORTS/EAST VILLAGE HGL: ... _, __ ,,_,_, __ HYDRAULIC CALCULATION ADJUSTED PRESSUREP .. ""4~4;""4-"i! METER NO. -,-L. SYSTEM-~:: I : 3C! ;: ,1 -GPM: si'AiiioA1=tosJst'Eiliios$~$/; · .. · · ., s:r~ll<::P~~~~Y~:M 1{;~~! •: : i5sito$si I . WATER METER:i .. .. 1 !_ . -RE~~gTK:~~~f=~:~~~~:: IRRIGATION SPRINKLF;R HEAD (OPERATING PRESSURE): ' . I ... ! ·-··-I _____ J CHECK VALVE(IN SPRINKLER HEAD): i PIPF-FITTING 11:L:~l\,,~~~E . HVDRAUUCGl:lADE.CHANGE< HGL OF STRFET MAIN ELEVATION: ELEV OF IRRIG. HEAD@ HIGHEST POINT: : ELEVATION DIFFERENCE: CLAss ~00 i5v¢•P,PE.NQN-,f>RESSURE' 10I1°E$IZE L~NGTH I CPVI 3 i 4 .. 70 6 5 1 . 70' 1-114" s· I 15 .6 ·i I · 1 12" 2" 2-1/?" + 25 4 I . 94 95 1 PSI LOSS '.56 2. 1 7 0 1 2 SUBTOTAL , 385 SCHEDOLEA0 PV¢ .PJl>E'iPRESSUFIEiiili:\iNLINE PIPESIZ.E 1 1 / 4 ., 1 -I 12' 2 ,, 2-1 /2' 3 .. 4 .. LENGTH 370' ' I 25.4 PS LOSS 6.30 ' " ' 1 " 1 ,. 1" j . l . -J. ELEV. O!FF. X.48.'.'l 3.60 8.50 3.00 30.00 0.00 0.00 3 00 1 .. 5.00 0.43 .. 3.85 (SUB TOTAL 6 .30 6.30 TOTAL PRESSURE LOSS: 63 69 /\ VAILABLE~RESSURE (PSl)t=--,.,..,,7.,,,5 ,,,· o".Co~--1 AVAILABLE RESIDUAL PRESSURE: •. lT>SJ I PRE-':BURE ADEQUATE Page 1 2d PRESSUREICALC. DAT~E~:-------,-1-1_/_1_6---,/99 I PREPAR!oD BY: JOB NUMBER: .... ~ ....... ___ _ l MARVIN H. TANIGUCHI JOB TITLE· FOUR SEASON RESORTS/EAST VILLAGE --·-·-.. ,., .............. ,, __ ,_ HGL: -~- HY0R11uu~.CALCULA~:o .. ·.N•·•···••·~ .•... · .. -. ·--.... · .. ··.-.··-. ·----·-ADJUSTED PRESSURE METER NO. r ···· 1' ~2:,. ·-?YSTEM: .lliJlI313 2 =:i GPM: i ....... ••.••. j ... ... .. . ... STATICPRESSURE:/ ..... 1.24PSI. STANDARO:S'isi'EML:o'SSE$)'.:ii;;::ntun:-r:;L '.'U\1/;!Lf/jij!j!)/·:·s121,•;::•• HGL. OF STREET MAIN ELEVATION: ...... -.,.. . .. ,., .. ,, ____ ,, __ , ,. I .. I .. 1 .. 1 " E.LEV OF IRRIG. HEAD (gl_HI0f:11o:$_I POINT: _ ll_~ ... [ _ f ELEVATION DIFFERENCE: ... -3 . L ELEVD•FF "" 61. ...11..••.,.· ... ··.•·1-.··o· ... , .. o·. ··.•P· .. :. va .. ·.'1.i>.•·.ii,;.E· :. ''""'"le···a·· ··"""'oRE'!CYj:•A1ii:%HN!Kii!i-'cf!;\. -~ ,ii: \,.i< ',f\l\;,11~: ,'•'• .. ~-,,,,,·, .. ,:.':'c,•::-:::,:,,,,,.~.;.:,, .. ,,,,,,.,m,••c'•~•·,,<,":>·,':').",.',',,':.,,;,,,:. PIPE SIZE 3 I 4" 1 " 1-1/4" 1 1 12" 2" 2 · 1/2" :___cNG I H G'lVI I PSI L.OSS . +··-··· .,. ·! i~: t ----ti-----l--f-;i --~ ' ·-i . SUB TOTAL ........ 4.53 . i S6HEbUL¢•·«! eva••:efei:\li!PRESSUFtriN1AIN£1Ne:ij;ifJ1J{/f!'1:U PIPE SIZE LENGTH GM PSI LOSS ;_;;;: 390' j 20.8 429 2'' 2 -t 12" 3 .. 4 .. -· I I 2.25 8.50 2.60 30.00 0 00 0.00 3.00 1 .00 5.00 .1 .30 4.53 SUBTOTAL 4.29 I 4.29 TOTAL PRESSURE LOSS 59.87 .AVAILABLE PRESStJ1'1_E (PSl):-=7,,,5,,...o,.,,o"""""" AVAILABcE RESIDUAL PRESSURE J$;f3 I -. . -PR~·""Effi=l'-"JR=E=· =I "1 , .• , -. • ·----A□EOUATE Page i 8e PRESSURE/CALC. DATE: 11116/99 PREPARED BY: JOB NUMBER: . -·----· MARVINH TANIGUCHI JOB TI_TlE: _ FOUR SEASON RESORTS/EAST VILLAGE __ -·-H<ll: •· '(Ji:$ f-lYl)RAUUC CALCULATION ADJUSTED PRESSURE . --. r:'~~'ii"''i";tj·· "' ·--·--·"· ·--·-·" -~~~ . SYSTEM: GPM: " STATIC PRESSURE: 124 PSI i ·s······T····A,., .. "A·. "R'. ·'o".'."'. ·. •.· .·s· ···T•.· •.". '.M·. ···.•L··.•,.;,_. ... ·• .... ·.·e··.· "'. '.'•.·.·• .. ··•··.'.• .. •,•.•.' .. ·.'.•.':••.· • • .:, '· ,/, .; • • • • ' .. ·" •• _. .... • , • • ' s .. •·••i/;;•s· .IZE ......... , ..• c:.••.i•I\Fph·1·u••o· 0 s· ."'''" l'IILI. ~T· t: ~:,.;t,,:;J ti' < \'t,~''.~,--b),Lf ,,~<;-n,~' '';, ;:;;-;/~-·.; ... ::.::;_:::,;'.:t;::;;·:.,.;.:,;; ·,0,'· ··.:" .iP;:;::·, WATER METER BACKFLOW PREVENTER --..... -·--·····"'-·· ,, _____ , __ REMOTE CONTROL VALVE: """ ., '" 1 " 1 " 1 .. IRRIGATION SPRINK.LER HEAD (OPERATING PRESSURE) · , -CHECK VALVE(INSPJiNKLER HEAD) 1 2 .20 8 50 2.50 30.00 0 00 0.00 3.00 1.00 5 00 . . · -r ..... -.. j PIPE-F;TTING~§Lt~w~~i1· 1 .. HYDRA\Jt ibt\FiAOO cHAfldj;j''';lft\ir/ n,gssrn:!:s i) ·:?'i'1i ;;: t• . --· (;_GL OF STF1EET M.Alt>J ELEV/\TIQN , 8 8 -ELEV. OF 'rR I~t:t:T:~Ii1~~i:=~~:' I . -5,J--·. • ELEV. DIFF x '" ·.c· ··LA·•.·s--.·s·1·.2'00·· "PV.c··.·•·p··.iPE. ••••.'".·.·on. :i>.·l'i.·.··.E'.. ss.· •.·. u.·.·.· R. e.·.-:HU/;;mwxnrr,111rnvr='.:.r.•· 0.43 PIPES!ZE 314" 1 .. 1 -1 / 4 " 1 ·· I /? ., 2" 2 -I /2" PIPE SllE 1 "1 J 4 " I ' I 2 " 2" 2 112" 3 .. 4" I'll' ;,,.: ... ,.· .. ;:,: .. ,.:.:.« .. •,•,•:, .. , .. :,:,-•:c•:c~:-:c,,:,,:«-.···•·· '. LENGTH 4,;· ,. v 5' 360' (PM PSI LOSS 7 5 1.28 1 5 . 1 19 .8 19 .8 ·-SUB TOTAL 0.16 0.08 PSI LOSS j 3 88 -···-:·· . .. - 1 .51 I 3.ss L ____ 1 sa TOTALPRE.SSUFlELOSS:; 58 02 AVAILABLEPRESSURE (PSI):.,' =,,,7,,,5"'.o"'o....,.,., AVAILABLE RESIDUAL PRESSURE,:f .. ·-'""'""l""6c.c·'9""8'---)"'-/"'"i PRESSUr,E ADEQUATE Page 1 .-,~,-., ··- --~-·-~---· DATE !NlflAL ENGINfER OF WORK REVISION ,. - .. ,,, .. ~=•-' .. ----·····-·· .,., .. ,., "" --·--- , .. , .... , __ ., __ •.-•.,A •• ... - DESCRIPTION APPROVED FOR PLANTING AND lRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS -I S~F;/ I Limdn:cape Archnt,ct.urfl • Ple.nnin.,g LI), J;i,Ha C(lntre II 0256 Town ti Ct'ln lJ"e Dri Vf!I, Sui t':!I 340 r---.. Slil.n Dto.~o. CA 92U:1-:3002 868,650.167~1 w ?i,.1~ e58.ti60.W80 11 AS BUILT 11 .. DATE RLA ... EXP. REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD SHEETS PL ANN I NG DEPARTMENT '¼, IRRIGATION CALCULATIONS FOR: FOUR SEASONS RESORT AT A\/IARA EAST VILLAGE APPROVED v%i2Y t-1-Cv --~--~, ASSISTANT PLANNING DIRECTOR DATE INITIAL DATE INITIAL OWN Br: ··-PROJECT NO. J [ 011AW!NG NO, DATE CHKO BY: CT 95-02 346-?N --OTHER APPROVAL CI TY APPROVAL RVWD BY: 0 -·. 0 I "' "' >-u w --, 0 "' CL « :,: -----------~C-M--Vlf----D---=-90""'.:"""-----=5::""'.::Q':""":=9 ° ' /,· ( I I I .., I .'5 I ~, 0' 0 I ' ! I I I ! I ----- l .. AWN SOD 10 ' LIG. T[X. -60/ @ 5 GAL. BOU. 'L.J' -40/ 32 GRE. NOF. -60/ f 5 GAL. RHA. IND. 'BA~.'·-40/ ·~ I I I ! /' l . I I;/ ti , 1___ '' Q-I -. -JJ . .(- C:,,j 1 "·- --l.. (j ~ \"$ --r-· ' ·' / ' I I I I. ', ) I I / .,,---..... / ! ·. / .·'/ t ',$' / / / / / ,. 60" #/, / / 1' I /:, I I ' I • 60" MA 60," 3 [RY. COP. 48" BOX -I MUL Tl 60' BOX -2 A I ~IK}: WATER I FF AT URE\ I I "'Y ---~--08"<; --.~-.-4-8 "_,-...._ . • . / w· ST R. REG. 24" BOX / CJ ~ /ffl,__Pf_10_._' R_U_B_. ' __ -_5_0_%_--+-2_4_"_0_._C_, ~ ~ LIR. MUS. -50/ 5 GAL. CHA. HUM. 4 --,,=~--,·---r---~ A-3-5 TRUNK 4'-6' B.T. EACH !RU 8-4-5 TRUNK 6'-8' B.T. EACH TR K 4" POTS / 11 1 1111 ! 1111 + ANNU.AL COLOR 18" o_.c._, __ -----JA~U~l~I ,, .. ~o, .. ' /// /// 48" ROX -I . ///// U--::Rc::Hc:cA'-. :-c'I N:ccD=-. '-'-C-=-'-7A.::--:' -,--_4-'-0_/ +--,c'-7-';;14,-,-,-_,,~ GR[ NOE. -60/ 5 GAL. / ARC. CUN. 4 3 TRUNKS 12' B T i:-ACH TRUNK HEM. HYB. 1005 0-------'-'-=-"'-'--'-'-'-=-'-+--'-::C.::.::'--., .... ___ _ 1 GAL. ---~-~ ~-~~ t----------+----MEL. UN. 10 35" BOX -7 48" BOX -3 r::,~ ____ TU_P_._C_A_L+. __ 9 __ \....-J MULTI 24" BOX 0 IQ "'TY 'P.A.' L . .., . 9 24" BOX ©-----. ___ POD. HEN. 20 15 CAL. I TRA. JAS. -TOP OF WALLS I 20' O.C. CLY CA._. -BOT. OF WALLS 15 GAL ------· GA?. SPL. 60/ , FLATS © 1_· ~ DEL. Ac.B. 40! . '.2" O.C~·--L __j ROS. BAN. -1 CAL. 15' 0 c. -- ------------- 36" ------- __ \ (-\.,_ ___________ _ ---------- ------- ----------------------------- 0 ARE ROM. ---60 --~ 8' B.T. ---- 0 Gl::.I. PAR. 49 ------ 2 4" BOX ----- \ ['. ·--.. ,,.,. .:ii: ✓/.,.../ 36"/ I -~-~A..._ 11 :i1C ANT. \ '-Jo 15 GAL. ' ///,// / ,.,.-__ 2_4_--+-t_W_O_O_._F_IM_ .. ________ ,-0 15 GAL I ! / f )' ' ,J,' G_IN_C_B_AS_K_E_T_--<(2) LIG TEX. 60/ 234 ------~----+-,~~-Rf-,A SPR -40/ 5 GAL 0 0 MET. [XC. 16 0 ..... _____ M_U_L-Tl-+-2-4-, B-Cy· 0 POD. GRA 136'~ BOX\ RHA. ENC. -60/ 586 NAN. DOM. -40/ 5 GAL. ARE. ROM 3 3 TRUNKS 12' BT E H TR 'NK ' I I ----- CLY. CAL. ( ~ .A\/ I AR A COL F CC 1 UR:;f:_ 15 GA . TIE TO OVERHEAD - 0 __ -ifJL__ _____ ____c_:14.1__----1,.~~~. ,_C_~M ~-----1 36' BO>; -11 \ I I I ✓ SEE SHEE1 32 MATCHL\NE -_/ 48" BOX -3 I 13 KOF. RIP. . ··---:·r· I I I I I I / I I -----------36" BOX -4 MUL Tl 4 BOX ·· 6 5 " BOX -3 r,,,.----· I 51 I PIN. CAN. '--.a{J II 24" BOX, / ~ 22 iNAN._DOM. -60/ (]) ---~ ~ 36 BOX MUI Tl -, El) ~~~~ 798 HET. ARB. -50/ --., - .--I -----5 GAL. LEP. SCO. ·· 40/ ----------- ~""1-~f' ~r ,c--'sox CHO. S0 E.. '"'cB'~J / I I / I I 20 0 10 20 CRAf'HIC Sl:ALE IN FTEl · 1"•20'-0" 40 Landscape Ar•::!Olteetur-e "' Planning Skypi,.i-k Office Plaza 9275 Skypti rk Court, Suite 150 San L'iego, CA 92123 858,292.202( o Fax 858.292.2027 [) A 'E APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS RLA., ___ [XP. __ REVIEWED BY: INSPECTOR DATE ----·---·-·----.. ----+----+----+-----+---1~ CIT~cAN?r~ o~ft~~SBAD 11 s;lrs I :===:.'::::===========~===~ -----< PLANTING PLAN FOR: ---+--+---+-·-·"·~ ~---1 FOUR SEASONS RESORT t,T A'✓IARA EAST VILLAGE b-1-uzJ -+--------------------. "-····--+----+--+-DATE i----::D~A T;;:-E-t-:-1:-;-;N Ic;cT 1:-:-;Al-t_ ---------------+--DA-TE--+-! N--IT-1 A-L +--D-AT=E-+I-N-1 ,.-I A--lL ;:;D;;WN;::;;;BY:;:::,= _= _= _=_ =_ =;~==P::::R:::::DJ:::;E:::::C 1=· =No=. ==7==;-;::..=o-3=R-A4=w-6-=1 N-=G7-=NN=O ~.~ REVISION DESCR:PTION CHKD BY:._,.__ CT 95-02 ENGINEER OF WOR~ OTHER APPROVAL CITY APPROVAL RVWD BY: C z C- U c, -, D "' 0.. "" z --------------------------·------'L:J FIC. PUM. -751. 1-1 G.Al. IN EACH OPENING CLY. CPL. -251. OF CRIB W LL<!'-;!:,~BOUG. 'S.D.R.' -15 GAL 20 O.C. ON TO CRIB WALL MEL. LIN. 8 36" BOX RHA. IND. 'CLA.' -401. 444 GRE. NOE. -601. 5 GAL FIC. RUB. 3 • MULTI 36" BOX -2 48" B -1 -- LIQ. STY. 'P.A.' 0 24" BOX HET. ARB. -60X 358 LEP. SCO. -401. 5 G.Al. LIG. TEX. -601. 150 BOU. 'L.J.' -401. 5 GAL. GRE. NOE. -601. 442 RHA IND. 'B.Al.' -401. 5 GAL. WAS. ROB. 35 8' B.T. LAG. IND. 'MUS. I 39 MULTI 24" BOX ,,.--EXISTING TREE , ' I + '1---=~:.:.::,::,:_..:.:_:::::=,_ ___ ?7i \ I ,..__., I / ' I/ )l /l /i I ' / / / I / / / I I ,/ ,/ / ,/ / I / ·------- 3611 / ,/ -- --;.-:;;:=:.- \ (' . REFER TO NEW SHEET 30.1 IN CLOUDED':':',, 'Si_;.,.......,,;;: AREA-IN FUTURE IF STRUCTURES ARE• .,;r:..._,~:..._"'-.)'7l"t BUILT PLANTING IN CLOUDED AREA WILL. BE SUPPLIED AS DESIGNED ON THIS SHEET,.,,. ... , \_. ,) , oU 0 __ .,---· -_,...-~ -·•·" l ~ .. _/ ,. .... o 20' O.C. TRA, JAS. -TOP OF WALLS 15 GAL. CLY. CAL. -BOT. OF WALLS 54 ARE. ROM. • 8' 8. T. 505 RHA. ENC. -601. 5 GAL. NAN. DOM. -40X 10 KOE. BIP. 36" BOX -6 MULTI 48" BOX -4 250 LIG. TEX. -601. 5 GAL. RHA. SPR. -401. 2 POD. GRA. 36" BOX LAWN SOD . . 13 TUP.CAL. 15 GAL. MULTI 19 15 GAL. POD. HEN. A ' HEM. HYB. 808 1 G/11... 20 0 10 •, i 20 40 ·---GRAPHIC SCALE IN FEET• 1"•20'-0" -I' I 48" I i j I '-. -.J 6 .{J,j I I '----,::-:--,-:,4--::-:,.,.,..+l ...;G~EI"-. P;.,.;AA...;:..;;;,_. ---0-24" BOX CONST. CHG 'A': LOT 44 TO BE PLANTED AND HYDROSEEDED AS SHOWN ON NEW SHEET 30.1 HOWEVER IF STRUCTURES ARE BUILT IN FUTURE-ALL PLANTING WILL BE INSTALLED AS SHOWN ON THIS SHEET DATE INITIAL REVISION DESCRIPTION ENGINEER OF WORK -~ -., .:":) I Cl 1-...J 'c ·.J., // :.i.J I I I I '.) I ' ' ,-+,.... __ 29 f I ~ 1 I .. ~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS APPROVED DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL , I FAX, bSb "AS BUILT RLA----EXP,---- REVIEWED BY: INSPECTOR PROJECT NO. CT 95-02 i I ' I·, I ·l ' 1 OATE OATE ' " ~ ~~ 1i , I ' ' I 'I ' I 11 , ,: I I · ,I , ij J ' i ' I __..,... I I I -!,, ··-. --··· .. ·-·-· . -----. laS. eH~!! PLANTIN6, I. exc:,::r;at• p1t11 l'ilth 1>.:.a-Irtec::I verttc:at etc:I•• anc::I l:>Qttom, nc:, smaltor than th• rolto ... tng e,Jz•••G!uanttty, a} I gallon plant• -ll>' c:l••p, 1:2' In c:llarn•tor. c:>•pth or roc:,ti::r<:111 anc::I wic:, (2) ttm•• l'ilc:ltn. I:>) 5 gallon plant11 -1:.1' c:l••p, 24' In c::ltarnetor. c:>epth or rootl::r<:111 anc::I tl'ic:, (2) ttme11 l'lic::lth. c:) 15 gallon plant• • Ill>' c:leep, ~• In c::ltametor. Depth "' roc:,ti::r<:111 anc::I tl'ic:, (2) tlm•• l'lic::l!;h. d) ee>x•c::I tr••• -i::>•pth or rootl::>all anc::I tl'lc:, (2) tlm•• l'ilc::lth. 2. Ne:, tr••• ohall l::>e plantec::l ,..J!;htn :.I' or a p,::r;ec::I eurfac:• (1 ••• , .:.onc:r•t• p,::r;tng. .:.url::>, l'iall) unle1>1 1>pec:Ir1c:ally lnc::lto:.atec::I on plane anc::I only ... 1!;1, th• 1>pe.:.1rtec::I root 1:>arrt.,.. 3. ~ontalner plant11 ahall I:>• l::>ac:krlllec::I l'ilth amenc::lec::I e,otl por =111 repon rec:ommenc::lc:,t;lon,. 4. l"artlally r•rtll hol• tc:, a hetght that l"<hen a plant Ill pla.:.ed th• i:.rol'in Ill slightly al::>ov• th• r1nt,;h grac:I•. Us• rrtabl• unamended 1>011 ror all l::>oxed tr•••• i;pec:lflec::I l::>c:,,:,kr111 mile ror all oth.,. c:ontatn•r plant• and tamp to c:ompc:,,:,t. 5. i::>•po11t (Sro-l"ol'ler planting tol:>1•• p.,. manurc:1c:turer'1 rec:omm•nc:latlone In plant pit,. •· l"orm ohallol'i l::>a5Jn around edg• or rootl::r<:111 by c::lepreeelng r,otl 1>llghtly l:>•lol'i r1n1i;hec::I grac:I•. i-orm l::>aetn rtma. Keep 1:,c:,r,Jn l'ilthtn out.,. ec::lg•• or rootl::r<:111. 1. lnc::IIVk:fually hanc::I l'iat.,. eo.:.h plant to eaturat• rootl:>all anc::I odJoc:ent 11.:,tl tmmec::ltat•ly aPtor r.lanttng. ll>. Ac:IJu11t for e•tt •m•nt anc::I groc::I• areae arounc::I plant11 tc:, rtnli;h grad•• and dl&poe-• "' •xo:.e1>11 e-c:,tl. 'I. fnetall 'Arl:>or ~c::111' .:,n all tr••• In turf c:rea11. 10. ~mc:,v• nureery etai<.11> anc::I guy or etake tr••• c::le111gnc:,ted l"<ith etake or etat<.1 on ,..,n.::r ... arc::I etc:1• or tr•• a• c:l•tatled. ~-E!Sl"Al.l~ l"I.ANTIN6, ~move ei;pall.,. i,take euppm c:,t ttm• "' planting ,..ltl,c:,,n c:lamc:,g• ~ plant canc::I trcatn ei,pcall.,. tc:, the ac:IJac:ent l'ic:,11 or euppc:>ri at c:letcatted. Cl. 6~UNc:>~l't INSTAI.LATION, Plant grounc:lc:over1 In all c:le•tgn.:,ted area,. t. Plant root.c::I c:utttng11 and c:ltvtr.ton11 rrom rtat11 tntc:, motr.t ec:,tl anc::I tn neat, etralght rol'ill at spec;trted tntervale-. 2. Smooth r.otl al::>out plant11 and le,::r;• c:r•a• In nec:,t and .:. lean .:.onc:litton. ~taln •light c:lepre1>eton carc:,und eac;h plant. c:>c:, not l:>ury th• c.rol'in or th• plant. 3. Hand l'iater grounc:lc;ov.,. plant, at l•o11t t:...tc:• a ,..••k, c;arel'lllly anc::I lnc::IIVtc::luatly l'ilth r,fol'I ee>rt 1>1ream or l'iat.,., tc:, eneur• thc:,t "'"ti 111 1>ettlec::I c:round roe>t11, l:>ut being .:.arerul not tc:, 1'ia1>h ec:,tl "" e>r plant,. Nc:,t mor• thcan e>n•-halr hour &hall •iape• Pre>m th• tlm• any grounc:lc;e>v.,. 11 planted unttl lt t• l'ic;,tered. t-orm ca hair ,:,up-Ilk<, arrangement Por all plant, e>n 11tope11. C>o not allol'i plant• to dry out b•ror.-l'ihil• 1:>.-1n9 plant•d. 4. Apply pre•mer-g•nt herl:>lc:lc:I• SUl'U"LAN-15 por manuraeturer'1 re.:.ommenc::latlon11 tc:, groundeovor ar•o• only, c:irter alt planting h.::11, Nen c;ompleted. t-ollol'I manuraetur.,-'11 ln1>truetle>n1,. Th.-l'iork ,;hall l::>e unc::lor th.-c::ltrec;tton or a r•gli;t.,-e,::l peet c;e>ntrol ac::lvlaor. II, H"r'P~SE!E!PE!P c5ol'QU~l't I. APt.-r 1011 pr•paratlc:,n, ••tal:>ll•hment e>r Pinal grac:I•• anc::I ,.. •• c::1 c;c:,ntrot, th• eurfa.:..-tl'ic:, (2) lnc:he• 0, eoll ehall be loosened by harrol'i or rototllt.,. and Ploat•d l•v•I and lrrlgat•c::I Jun prior ~ planting. 2. l"r•pc;,ratle>n, Th• elurr-y preparc:,tlon &hall take plac;• at th• elt. or ,..c:,rk and ehall l:>egln by adding ... at.,. tc:, th.-tonk l'lh•n th• engln.-11 c;it hatr-throttl•. l'tlen th• l'l<'lter level hc;i11 reac;hed th• height 0, th• ogltc;ilor ehc;irt, good re.:.trc:ulc;itfon ohc;ill b.-•etc;il:>llohed c;ind c;it thlt tlm• th• e.••d and c;hemlc:cil oddltlv• ehall b• ac:lc:led. t-ertillz.,. ehall th•n i::>e oc:lc:l•d PollQl'l.-d by l'IOOd pi,lp muld,. Th.-l'iOOd pulp mul,:,h thall only l::>e ac:lc:lec::I tc:, th• mlxtur• aPt.,-th• tank 111 at loar.t ono-thlrc::I flllec::I l'ilth Nater. Th• engln• thrott!.-r.hc;ill l::>e c:,pened to rull ap••c::I Nhen th• tank 111 holf-Pillec::I Nlth l'i<'lt.,.. All th.-l'iOOd pulp mulc;h i;hcill I:>• c;ic::lc:led by th• tlm.-th.-tc;ink l1 tl'lo-thlrc::111 tc:, thr••-Pourth11 full. Sprayln':11 aholl .:.ommenc;o flVo ($) minute• c;iPt.,- c;ic:lc:lltlc:,n or th.-c;homlc;al adc::lltlv• l'ihen th• tank la rull. Appllc;c:,1:le>n r-c;it•• Fil:ier 1.$00 11:>11. p.,. oc.r• S.•d• hydro•••c::I mix 'A' I0I1:>1/cac.r•. (Sro-l"ol'iM' l"lu• 1,100 11:>1. p.,. ac.r•. (Src,-p.,,...,. c .. ntroll•c::I l'el•as• (1:Z-e>-e) :ZOO 11:>1. p.,. oc.r• •Not.-, l"c:,r "'"ll-preppoc::I arec;ie, apply SOC, 11:>1. ~o-l"Ol'IM' HI· Nitrogen (14-4-•I) p.,. oc.r.-In th• r.lurry only. NOTE: THE FOLLOWING AMENDMENTS ARI! FOR BIDDING PURPOSES ONLY, ACTUAL AMENDMENT QUANTITIES AND MIXES SHALL BE DETERMINED IN ACCORDANCE WITH THE SOILS REPORT OBTAINED PER ITEM 5.02 ABOVI!. 3. Appllc;atlon, 11,.-e>perc;ite>r eh,:,11 &pray th.-,:,rea Nith a uniPQrm vlr.lbl.-,:,.:,c;it by Utiln9 1.h.-gr••n c:ole>r e>, th• l'IOOc::I pulp "'' a gutc::1.-. Th• •lurry ,;hc;ill b• c;ippllec::I In a ...... pln':11 motlc:,n, In ,:,n ,:,rc;hed i;trec;im ,;c:, <'Ill ~ '"'" like rc:,in, c;illol'ilng th• l'IOoc::I '1ber11 mc:,t.,-101 tc:, 1>preac::I cat th.-r•o,.ulred rc;it.-P""' oc.r.-. is. ~$AAS$ PLANTI~ I. Hydroe.eed La...n lnetc;illc;itlon a) Arter ee>ll prepc:rc;itlon, eetc;il:>lh,hment e>r '1nc;il groc:le11 and l"'••d .:.e>ntrc:,I, th• eurfc;ic;.-tl'lc:, (2) fnc;h•• "' ec:,11 ehc;ill b.-looeoned by hc:irrol'I or rototlll.,. cand ,i.:,c;ited lev•I and Irrigated Jui,t prior tc:, plc;intlng. 1') Proparc;itlc:,n, Th.-elurry preparc;itlon r.hall take plac:• c;it th.-r,Jt.-o, l'le>rk anc::I ,;hall begin by ac:lc::lln';ll l'l<'lt.,. tc:, th• t<'lnk l'ih•n th.-ongln.-111 c;it hc;ilf-throttl•. l'tl•n th• Nc;iter l•v•I ho1 rooc;hed th• height e>r th• cagttc;ilor ehc:irt, ge>od r-•c;Jrc;ulc;itlon oholl l::>e •etal:>lleh•d and at thr, tlm• th• e••d c;ind c;h•mlc:al adc:lttlv• ahall b• ac:lc::led. l"ertillzer aholl then be a,:lc:led Poll.,l"j•d "!:I l'le>od pulp mulo:.h. Th• l'IOOd pulp mulc;I, eh,:,11 only b.-c;idc:i•d to th.-mlxtur.-c;iPt.,. th.-t<'lnk II c;it l•c;i•t on.--thlrd Pilled l'lith l'i<'lt.,.. Th• •ngln• throttl• r.hall be oponed ~ Pull speed l'lho1t11 th• tank 1• half-Plllec::1 Nit!, l'l<'ltM'. All th.-Noc:,c::1 pulp mulc;I, i;hall l::>e c;idded by th.-tlm• th• tc;ink I• tl'lo-thtrd1 ~ thr••-Pourth1 Pull. Spraying shall .:.omm•n.:.• flv• ($) mlnuto11 aft... ac::ldltlc:,n 0, th• c;hemlc;al c;ic:lc::llttv• l'ihon th• t<'lnk Ill full. Appllc;c;itl"n r-c;it•• Fil:,.,. 1,5<:)<) 11:>1. per c;ic.r• Se•d 4e5 I1:>e. P""' c;ic;r.-(I lb. p.,. 100 e.r) (Sro-l"ol'i.-r Plu• 1,100 11:>1. p.,. oc.r.- (Sr-o-Pol"j•r ~e>ntrollod ~lec;iee (12-e-e) :.100 11:>11. p.,. oc.r• "Not.-, f"or eoll-prepp•d ,:,roc;i11, apply SOO 11:>1. 6ro- l"ol'I.,. HI-Nitrogen (14-4-'IJ per c;ic;r.-In th.-•lurry e>nly. c;) Appllo:.c;itlon, Th.-op.,-c;itor ehall ,;pray th.-area Nit!, a un!Por-m vlell:>1.-,:,.:,c;it by uelng th• green c:ole>r e>r th.-l'IO.:>d pulp 011 a guld•. Th.-i.lurry ,;hc;ill I:>.-applied In a el'ioeptng motion, In "'" c;iro:.hed i;trec;im &o "'"' ~ '"'II like rc;iln, c;illol'llng th.-l'iOOd flb.,.11 mc;iterlal ~ •pr•ad at th• roqJJlr•d rc;it• p.,. ac.r.-. 2. P1'0~TION, Protoc;t all turl areas agalnet c:lamago, lnc;luc:llng ..-oelon c;inc::I tre1>pc;ie,11. l"rovlc:1.-Nhc:,t.-ver rac;llltle11 anc:f ec;ireguarc::!11 ,:,r• nec:e&ec:ry tc:, ao:.c;omplleh thlll, Tc:11<;, &peo:.lc;if o:.ar• to pr•vent eroele>n. All c::lamag•• eholl be th• ~e>ntroc;tor'11 r•epe>nell:>tllty c:lurlng th• IIP• e>r th.-~ntrc;ic;t. ~-6UAAANTE!el AN!:' ~~!!Ml:NT, I. Shrul:>11 c;ind ~unc::lc;over, ~uarc;inte.-until end or mc;ilntonanc:• period ,:ind c;ic;c;eptanc:.-. lac:• any plantt thc:,t c:11• or lo•• form ,:,nc::I •lz• "• orlglncilly e,pec;lfled .-ven hough they h,::r;.-taken re>"t c;ind c;ir• grol'ilng cift.,. th• dlel::>ac;k or le>•• or form e>r elz•. 2. Tr•••• 6uarante.-all tr••• In l'irltln9 tc:, llv• In a healthy c:c:,ndltle>n ror e>n• (I) year aPt.,-malntenanc:• perloc::I •xplr-•• cand pr-oJ•c;t Ill a.:.c:ept•d by c,,..n.,.. ~plac:• c:lead c:,r unhec;ilthy tr••• Jmmedlc;it•fy. C>•t•rmlnc;itle>n e>r th.-need Por replc:tc:ement ehall b.-p•r th.-Ol'ln.,.•• r-•pr•e.•ntotlv•. All replc:tc:em•nt•, lnc:luc:llng plc;intlng, etc;iklng, trc;ilnlng, ot.:., ohall b• c;i11 ()t'lgtn.:,lly 1p•c:IPl.-d, Nlthout c:oet to th• Ol'iner. H. ~L~NUP' I. APter c;ill planting operc;itlon11 car• c:e>mpt•t•, r-emov• c:,I1 trc;ii;h, •xo:.ee11 ec:,11, empty plc;int c;e>ntc;ilnere, c;ind rul:>l:>iol, fr-om th• property. l'epc;ilr ec:ar1>, r-ute, e>r other m,:,rl In th.-ground c;c;iueed by thle l'le>rk c;ind l•av• th• ground In a n.-c;it cinc::I orc:lerly c;c:,ndltlon. 2. L.-,::r;.-th.-elt.-In l:>roe>m-c:loan c:ondltle>n, and Naeh do...n all area• l'lithln th• proJec;t elto. Lec;ive l'i<'lll ln c;lean and ear.-c:e>ndltle>n. t.O MAINTE:NAN~!! A. Th• ~ntroc;tor ehall c:c:,ntlnvouely mc;ilntc;iln lanc::lr,eap• anc::I Irrigation In all c:rec;i• lnvolv.-d 1n th11 ~ntroet c:lur-lng th.-progr••• "' th• Nork and .:fur-Ing th• malnt.nanc:• p.,..loc::I until Pinal ac;c;ept,:,nc;• e>r th• Nork by th• Lanc::le.:.ap• Arc;hlt•c:t cinc::I th• o ... n.,.. lmprop.,.. mc;ilnt.nanc:• or poe,,;11:>I.-f'e>"" o:.e>nditlon 0, any plcantlng c;it th.-termlnc;itlon or th.-,;c;hec:luled mc;ilntonc;in.:..-porrod mc;iy c;c:,us.-por.tpe>nom•nt or th.-Pinal .:.ompl•tlon c:k:,t.-or th.-~e>ntrc;iet. Malntonc;inc:.-anc;ill b.-.:.ontlnu•d l:>\I th.- contrc:,,:,te>r until all l'iOl"k 11 ac;o:.•ptc:,l:>1.-. In ord.•r ~ .:.arry out th.-plant malnt•nanc:.- l'lork, th.-C.:>ntroc:te>I" ,;hall fumli.h au,r1c:1ont mon anc::I od•qJJat• •o,.ulpment tc:, perform th.-Nork c:lurlng th.-molnt.-nanc:.-p.,-Jod. Mc;ilntenanc:• perloc::I e,hc:,11 ne>t •tart until all •lement11 e>r c;onetruc:tlon, planting, c;ind lrr~c;itlc:,n for th• entlr• proJec:t c:r• In c;ic;c:c:,rc::lanc:• l'lith Dl"<'ll'llng, and Sp1>c:IPlc;c;i~le>nt c;ind c;ic;c;1>pted by th• o ... n.,.. Th• Ce>ntroc:t &hall reo,.ueet c;in lnap#c:tlon tc:, begin th• malntenan.:.• p.,..lod c;iPter c;ill planting and r-olc;ited l"<e>r-k hc;i• l:>e•n c:ompleted. Prior ~ th• dc;it• or Pinal lnap•c;tlon, th• ~ontroc;tor ehall ac:o,.ulr• fr"'" th• Lanc:lec;"'P• Arc;hltoc:t approv•c:1 roproduc:11:>I.-prlnt11 c;ind flnc:,lly r-ec:Ol"d from th• Job r-ec;or-d &et c;ill c;hc;ing•• mc:,c:lo during .:.onetruc:tle>n, lal::>el 11a1d print• "f'ec;ord Dr<'ll'llng•." c;ind c:lollver to th.- L,:,nc::lec;c;ip.-Arc;hltoc:t. l"rle>r ~ th• c::lc;it• "' Pinc;il lnt,pei:tlon, th.-Ce>ntrc:1c:tor l>hc;ill c:l•llver to th• Landec:ap• Arc;hlt.c;t th.-"Lcanc::lec;c;ip.-c;ind lrr-1gc;it1on c5'uc;irant••• c;i1 r•o,.utred. • laS. li+len th.-~e>ntrac;te>I" h.::111 c:ompl•t•d all th• lanc:lf>c;ap• and lrrliatlon l'iork, h.- 11hc;ill r•o,.u•r.t lnapoc:tlon by th.-o ... n.,. anc::I Arc;hlt•c;t. A 'punc;h llei NIii b.- d•v•lopoc::I Pre>m thl1 lnepeo:.tlon. Mc;ilnton.:,nc:.-p.,.le>d (qc, c:loy1) Nill not begin until all pun.:.h llet 1tem11 ,:,r• .:.omplet• anc::I c;ic;c;•pt•d t:,y O...ner anc::I Arc;hltec:t. lrrlgatle>n mc;ilnt.-nanc:.-t• tnc:luc:loc::I ln th.-01:>Qv.-. I. stre•t gutt...a anc::I c;url:>11 ar• ~ b• lnc:luc:lod In the c::lel:>rta/elltc;itlc:,n removc;il progr-c;im. 2. M"c;ilntcaln ac:loqJJc;it• prot1>c:tlon Por pee>pl• ,:ind property c;ind i::,. Pin,:,nc:lc;illy roeponelbl• Por dc;imoge11 and lnJurl••· J'epc;itr c::lcimc;ig•• c;i\ no c;iddltlonc:,I c;o .. t to th• o ... n.r. ~-PLANTIN6 A"1.eA, I. Jl'lleed anc::I c;ultlvc;it• all arec;ia c;it lnterv,:,I• e>r ne>t me>r.-thc;in ton (lo) c:lc;iye. 2. l"erform 1'1c;iter-l1i9, rer-tillzlng, eprc;iylng, c;i~d p••t c:ontrol oa c:i••m•d nec:eeac::ary by ep•c:IPlc; elt• c:onc:lltlc:,n11. J:).I.Al"IN~, I. e.gtn malnto1tncanc;• lmmec::llately c;iPter ec;ic;h pe>r-tl<>n 0, turl 11 planted. Cc:,ntlnu• Por c;it lec;iet qc, c::lay11 c;irter c:omplotlon "' all turl l"<e>rk c;ind <'Ill muc;I, le>ng.,., prior te> c;c:,mpl.-tlon or pr-oJec;t, c;ind ac;c;eptcan.:..-by th.-O....n.,. c;ie nec:eeec:ry to er.tablll>h c;i,:,o:.eptc;ibl.-turf. 2. Molntc;iln lc;il"<nl tc:, l'l<'lt•rlng, r..-tlllzlng, weeding, mol'ilng, trimming, c;ind oth•r- op.-rc;itlon1 euc;h "'• rc:,lllng, regrc:,c::llng, ,:,nc::I replanting c;i1 r-eo,.uJred to eetol:>ll1oh a emooth, a.:.c:ept<'ll:>I• lal'in fre.-"' eroc::1.-c::I or l:>ar• aro.::111. Complet• fir-et c:utt11i9 011 c:llr•c:t•d l:>\I Lonc::lec;op.-Arc;h!tec;t. 3. lnepec.t f<ll'ln c;ir•a• l:>etl'ieen th• !!>th anc:1 :2oth c:l,:,y1 "' mc;ifntenc;inc:.-period c;ind reapply ic;il'in mat1>rlc;il(m<'ltc;h lnltlc;il c;ippllo:.c;itle>n} to all l:>ar.-c:rec;i• lc;irger thc;in 6' ,c 6". I!. P1'LININ6, I. Unc:1.,. nc:, c:lrc:um1>tc;irc:•• ... 111 1>trlpp1ng oP lol"jor l:>rc;indl•• on young tr••• l::>e permitted. Lo,..,. 1:>ran.:.h•• ehall b. retaln•d In a "tlpped-1:,c;ic.k' or-plnc;hod c;c:,nc:lltlon l"<ith "'' muc;i, follc;ig.-c;ie poeell:>I• tc:, pre>me>t. c;c;illper trunk gre>l"jth (l:op..-•d trunk) L.,,...,. 1:>rc:inc.ho1 mc;iy I:>• c:ut rtui;h Nlth th• trunk only c:,Ptor-th• tr•• la al:>1• tc:, etanc::I eroc;t; l'llthout i.tc;iklng c:,r oth.,. eupport. :.I. t=vergreen tr••• 1ohall I:>.-thinned and ,;hapod l'lhen noc:eeeary to pr.-v•nt l'iind and etc:,r-m dc;imag•. Th• primary pruning or c:lec:lc:luou11 tr••• ehc;itr b• don.-during • th.-c:lormc;int aoat>on. i;:>amaged tr••• or thot>• thc;it o:.e>natttut.-hec;ilt;h e>r ""''•ty hc;izarc:1• ehcill b• prunec::I c;it ,:,ny tlm• oP th• y•ar "'' r•qJJlrec::I, I". STAKIN6 AN!:' 61Jl"IN6, stai<.a cand guya e;hc;ill I:>• ln11pc>c-ted to pr.-vent girdling 0, trunl or l:>ranc;het and ~ prevent r-ubl:>lng thc;it c;c;iuee• bark Nounc:1,. • ~. j/'jl:l:p ~N~, Keep l:,c;ieln• c;ind areal b•tl'l••n/lant1 Pre.-0, we.-c:11. Ua.- rec:ommenc::l•d and l•gally opproved herl:>lo:.lc::lea. Avol Preqµent aoll c;ultlvatl"n thc;it d.eetroy• •hc;illol'I r-oof1. a..-mulch•• tc:, holp pr•vent l'ieoc::I eood germlnc;itlon. All herl:>l.:.lc:le1 !>hall only b• c;ippll•c::I by a llc:ene-ed c;ippll.:.ator. H. IN~T ANP C:,IS!!ASII! ~NTI'OL, Mc;ilntaln ci rec;ieonc;il:>1.-c;ontrol Ni!;h c;ippr-ovod materlol1 c;ind c;ippll•d by 1ic;en11,ed c;ippllc:c;itor11. I. FE51'.TILl%ATION, I. t-er-tlllz.-c;ill plc;intlng c;irec;i11 Nit!, th• following, At SO--c:la_y lnt.,.vcil■, c;ipply 6 lbe./lpc:>O 1.P. lt-6-ll> c:ommerc:lal fertlllzer or aa r•o,.ulr•c::I i:,y th.-eoil• repc,rt. J. ~T 01"' ~~/~1'5, ~ploc:.-c:load, dying, c;ind mleelng tr••• Ntth like i;tz.-, .:.ondltlc:,n, and vart•ty oc;c.eptal:>I• ~ th.-o ... n.,. c;it th.-~e>ntrc;ic;tOI"'• .-xpene.-. K. ~l:ME5NT OP LAl'!N, ~lac:• c:lc;imc,ged or c::leac::I l<'ll'ln areoa l'lith &oc::I. L. IAAI6ATION $'T'STE:M, I. eyi.tem lnepe.:.tlon, ~e>ntroc:te>r &hall c;hec;k all eyet1>m1 Por pre>p.,. operation. Lciterol lln•• ehall be fluehod out ,:,PtOI' removing tn• lc;iei eprlnklOI' heod or t...o at ooc:h •nd oP th.- lc;iteral. All heac;:!11 are tc:, be c:idJur.t•d 011 nc>c-eeeary Por unlmp•c:l•d .:.overag• and tc:, pr.-vent overr,proy ontc:, l:>ulldlnga, l'ilnc::lol'la, c;inc::I pav1>m•nta. :.I. ~e>ntrollwa, Set c;ind progrc;im c;iutomc;itt.:. c:onvollw1 ror e1>oeon.:,I l'iOW reqJ,1lrement1. c5'tv• Ol'lnw'11 repr1>etl'ntat1v.-a key tc:, ,:,c:,ntroller• ,:ind ln1>truc;tlon• c:,n hol'I tc:, turn oPP •ijlt1>m In c:c;ie• oP omergenc;y. 5. "-'polra, "-'pc;ilr c:,11 c:lc;imaSl•• tc:, lrr-Jgc;itle>n eyi,t..,,, c;ib Ce>ntroc;tor'11 •xpense. ~pc;itra l>hc;ill b.- mod• Nlthln c:,ne (I) l'IC'ltorlng perloc::I. M. SOIL P~AAATION ANO AMl!;l,lpME:NT NOT!!, THI! FOLl,.Ol"IIN6 AMeNJ:)ME!Nra A~ FOR 1'IPC>IN6 l"U"'""SE:e ONL'T'. A~i1.IAI. AMENC>ME!NT a!UANTITIE:5 AN!:' MIXE:5 SHALL 1'I!! P!!TE!~IN!!l:I IN AC,C,O~ANC!! l,',IITH TH!! SOILS R!!FOl'.T 01'TAIN!!l:I Pl:R ITE!M 9.O:Z A1'0Y!!. 9404 Genesee Avenue Suite 140 La Jolla California 92037-1353 Tel 858 558 8977 Fax 858 558 9188 www.gmplandan:h.com PLANT LEGEND / !:JACK IL i09.91 - S'T"MEJOI.. EJOTANICA/.. NAME COMMON NAME SIZE REMARKS Q/JANTITJ"' OETAI/.. mi SAZANIA ~ MIXEI> ""'-"Re' 6A%ANIA ~ NQ1lS 16M. 16M. l'Xl1 16' O.G.. 15 ,.. t !!I.OPE5 ,. oR GRl!Arelt IN vei;tTl<,,',I. HclGHT ~ ~IVE fl.Ana> MATcRIAL THAT l'<IU. O&TAIN I~ c;oYat <ill' el.QR! MEAS INIT"eAR ~ I. c;c:>1m,,,c:ratt TC:, ffiCVlc>E :,• ....,. LAYlaR Of' 5HF<EDC>E<> ""'6ANIC: eARK M,!.c;H AT AU. SHFWB AN1> ~ H'1:M 111TH LES$ 'THAN :511 SLOPe. GONm,IGTOR TO s.eMIT 5AMP!..E TO LNO. ARG+4. FOlll ~~ PRIOR TO IHST"'1..LATIOM. 2. ,:,Olffl~,•,c:ratt -= FOfll. MAl<li... QI.fl c;Ql,!ff'. <IILIANTl11ES ffiQVIPEI) FOR ,:,OIMaHI~ OHL. .... HYDROSEED MIX FOR GRADED PADS 5'r11BOL LBS./ACRE BOTANICAL NAME ~ "-" ALYWJM ""' ALYWJM O,!I L."6TlleNIA c;HRi'Sc,TOMA 0,!1 PHAGa.lA c;AMPA!U.AAIA ~-" TOTAL l"O'.JND6 l"a ,'GM HYDROSEED MIX FOR SLOPE AREAS SLURRY NO"Te, LBS./ACRE ~-" '-" 2,!1 1.2.C> ID 2.C> 2,!1 2.C> t,.c, ~-" 2.C> ~-" ""-" 2,!I ~-" ... ,!I AATeMESIA c;AL.IFORN!c;A ~5 Pit.. SPP. ~IN!aA a-ic;a.1,0. G.'\L.IFORN!c;A eRl<>C>Nli.M FAelc:<.I..AT\N ~IZIA c;AL.lfORNlc;A GNAl'HALli.M G.'\L.IFORNIGIH HAPLOPAFl'IJe VENeTIJ5 L.Alion-ENIA c;t-!FtYSO&TOMA I.OM e;c;opAAtue Uf'I ...... ~ Mll'Ll..l/5 Plk<l"6.III NeHC>f'HILA HeNZIESII F'LANTAGO lteU.AAl!i SAI..VlA M!!U.Jra.A STIPA~ TOT.AIL POUNDS PER AGRE! COMHONNAHE 'C,A,RFe,-Clf 5NOH' ,..,.,.,.._ ~ D-G<ll..DF= G.'\L.IFORWA eLIJE ea.I.II AU. MANl.f',',c.1\.!Fe:> "'-"Pl! MEAS,-ve.Tlc;,AI,. Hal5!fl' AND -reit SHAU. Elli: -111Tll 'T!C IHDIC:ATEC> MIX. ea! ~ HOTE5 Tlll5 '5HEET ,:,Q)IT,'GT '5Af<t" 1-EE>e • ~ tr60l144-1'6<:> 1st. CITY SUB 2-19-08 rsiea-:,:, 11!::,C!:,,, 'b CONST. CHG 'A': PLANTING AS PART OF SLOPE VEGETATION ANO EROSION CONTROL HAS BEEN PROVIDED FOR GRADED PADS PER CilY STANDARDS 37 • ' , I I I I I I I I I I I I I I I o· GRAPHIC SCALE 10' 20' 30' 40' I I I I 60' ------- I I I 5' 15' SCALE 1"= 20' NEW SHEET 7 • 80' --~I "· ~ • ' l I I 1 . . ~ I I I m i r,. I _ ... _d_. -C-IT_Y_s_u_e __ •_-_•_-_oa i-.:Tl:.::TI.E:::'..=====~R~E7c~E~IVE~D~B~Y~: ======={::==+==::t===============t==l==t==t:=j I APPa:t( 4:-E:jl, at: f.1&, ~ t---t---t-----------------1--+---+--+----l .~P~LA~N::;N;;IN;::G:::::;:;:::::::::::;-;:::::========::=DA::TE=::::==: AmOYEDFOR IRRleATION AND PLANTINa ONLY', INCLUDINa PREGl5E LOCATION OF PLANTINa AAEA. DAlE INITIAL . OWN BY: NS PROJECT NOO DRAWING NO. JOB NO. 07-140 l-'O"'A.:..:lE:.._.__l::..:N::.lll::..:AL=--i--=DA.:..:lE.=_.J....CIN::.lll.:..:A.::L-1 CHKD BY: CR CT 95-2 ' L..L_A_N_o_s_c_A_P_E_A_1t_c_1-1_1_1_1:_c_1_u_!l_E_l_· _,_L_A_N_N_I_N_(_JJ ;:.;DA;;;;:T;.::B _____ 1-_1:..:o_-.:_coa L_ ____ .....,!!IN:!:!SP!::!E;!:C.!!TO~R ________ D~A~'ttL__...J.:.EN..:.G_INE..:.ER..:...:.OF..:...:.WOR.:.:.::..KL ___ R_E_v_1_s_10_N_D_E_s_c_R_IP_n_o_N ____ LolH'.'..'.E~R~Af'::P'.:.'.RO'.'.'..V:'.'.:AL~_.:::Cl.:_:TY~Af'::PR::o:vA::L~=R=VWO==B=Y:===~=====:z=~=3;::4=6=-=· :::7::N='J ,· -•• . .. . ·~ r ' -··' 1 : Iii i i I, ! .. -r I I t I I I I ' ' I i . f" I-I '; I :. 1H 1 ~ I -j Ii I 'JI' i' l :,J I l ,, I I' ' J, ') :· ' I ' I I ' ~ m. l"' I .i ' ~ I • ,_ ,I ....... '· :-_~. ~ w I (/) w I ''-"'.,-. 0 LIO. TEX. -601. 238 BOU. 'L.J.' -401. 5 GAL. GRE. NOE. " 601. 5 76 RHA. IND, 'BAL.' -40X 5 GAL. KOE. BIP. 15 MUL Tl 36" BOX • 6 48" BOX • a O>-----"-'HE.,,M,:,•_e_H:.:.Y.-e:B:-i• l_,..,7;..s8..,.7_-,. 1 GAL. CIN. CAM. 11 36" BOX LAWN so 0 1-----"-WA""S,,. • .,.,.RO"'"'B""-.·+=-=3~7,----,, 8' 8. T. LAG. IND. 'MUS.' 33 MUL Tl 24" BOX POD. HEN. .---,.---, GAZ. SPL. 'S,Y.' -60)( FLATS DEL. ALB. • 401. 12" O.C. ACA. RED, • 1 GAL. 20' O.C. PHO. TEN. 'M.Q.' 74 1 GAL. NAN. DOM. -601. 19 PIT. TOB. 'W.D. -401. 5 GAL. BOU. 'S.D.R.' -1 GAL. 4' O.C. XYL. CON. 185 1 GAL. / __..--:; - FIC. PUM. • 1 GAL. CLY. CAL. -1 GAL BOU. 'S.D.R.' -15 GAL. ERY. COR. MUL Tl PIN. CAN. CHO. SPE. 'M.B.' ~--. /' I I.'''-./... f __ .L...__t J / I·••··- 2' o.c. 4' o.c. 20'0.C F CRIB WALL ···-4 25 24" BOX -1 36" BOX • 8 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT RLA----EXP.---- REVIEWED BY: 40 DATE l---+---1---------------l-----4---!---~---1 :=='=~==:::P:::L:::AN::::N::IN:::G::::D::EP::::A:::RTIL::=N::;T======~::::::::'~ PLANTING PLAN FOR: FOUR SEASONS RESORT AT AVIARA EAST VILLAGE APPROVED t--:DccATE:::--r.17'.'.N l""Tf:-cltl+--------------+-0-A TE-+l-Nl_T_IAL-+--OA-T~E -l-lN-1-Tl-lAl gHK/I B~; ======: PROJECT ND, DRAWING NO, ENGINEER (J' WORK REV[S[ON DESCRIPT[ON OTHER APPROVAL CITY APPROVAi. RVWD 8Yt CT 95--02 346-7N .. • I i. :'1 • i ., i I •· .. ! : i I I , • ·.·1·. ·.• .·· .. · . • i ; J , , I i • ; I i 1.• .•. ! i : : ,! : '! -l/; : _·i 'i I. . : :! 1-l :. i . i i ' i ' ·! ' ' i :-! ' ' L-----------------------------------------------------------------------------------___Jg1: I ... I ; I II IT , , I II I i I • . I ,! ' I I , ·• ~ I ..- • 0 I") LJ w I (J) 3: w z w w (J) I w z -_J I 0 ~ ~- • \ • SEE SHEET 3 HYDROSEED LiJE:gR PLANTING AND APPROVED FOR IRRl6ATION AND Pl'.:ANTING ONL y INCLUDING ~l5E LOCATION OF PLANTING~ \\ \ 9404 Genesee Avenue Suite 140 La Jolla California 92037-1353 Tel 858 558 8977 Fax 858 558 9188 www.gmplandar<h.com PLANNIN(i LANOSCAPE ARCHITECJURE & . ____ , o• GRAfH!C SCALE 10 20' JO' 40' s· 1s· DRAWN APPROVED 1 ■t. CITY SUB 2nd. CITY SUB JOB NO. DATB MK JP 2-19-08 •-•-os mu:, 07-14-0 1-llS-08 SEE SHEET PLANTING AND --- ------------ -M£NT~-J4 -+-I -- l?Z. fl ii X:lP II 60' 80' £ CONST. CHG 'A'· p ~ ~~~PE VEGETATION ~ING AS PART OF CITY ~~DPROVIDED FOlfRg~NE CONTROL ARDS _ D PADS PER SCALE: 7 •., 20, "AS-BUILT" DATE RECEIVED BY: DA TE INITIAL INSPECTOR DATE ENGINEER OF WORK REVISION DESCRIPTION -"t ~_,,..;c-.,.l.-, t-kl~f I 't:://ii' i I PRESERVE IN PLACE EVERGREEN TREE EXISTING I I I I I ' I I I I I I I I I I I I I I I I I I I I/ I/ I/ I/ I/ If -1--I l I If I I I/ I; I; I/ I/ I I I I I I I I I I I I I I I I I I I I I I ! I I I I I t Ii I ! I I ; ~ I ' j i t l j ! I I i l ! l I ' I l ' ' i l I I I I ·t ' I ij ii I _:_,i '' l l ' 'i l ! ' ! ] l l I I l I ! l .l i i l I ! I : I " ' :;j 1 I ' ! i ; l I I . ! I l ll ' , Ii I LH' , ' ~ ;i' i i· : 'I I ; ,e-~- PRESERVE IN TREE PLACE EXISTING 11 I l i :i <il DATE INITIAL OTHER APPROVAL CATE INITIAL CITY APPROVAL MS I DATE ~8 BYY: Co CTPROJECT NO I , i , . 95-02 .. 346"1'; I ~ ·:•_;. ,_,---,-, · •I H ,.,.~~:,-,.,1' ~1 ! NEW SHEET .r __ l_ ._ll_t~ SHEET -i 31.1 CITY OF CARLS BA. -: I ~ _', PLANNING DEPART D I SHEETS I Ii ~ PLANTING PLANS FOR: MENT 36 FOUR SEASONS n I ' AT A'lffARA'ESORT I l""'Qd j PLANNING 4:-E!\A: I ·"1 DWN BY: _...L-_I "-IJ·4 ---~ • -.... :!; -------1-i -. I 11 '11101, DOIJAI F •. / I I I I l~J 1 I ' I r- \ .----- ....--------------------- 3 -----· .... ,. " -----+-· ------- I POD. GRA. -------3D" F:OX ' ' -------"S 2 • AR[ ROM. _//"17' fl T [ACH SINGLE/DOUBLE TRUNK --------I f/U~IK ----------- _ _./ ---66 NAN. DOM. -------1 ~) 5 CAL. --------------~----·/ _/_.-~----------__ .-· 2jl GRE. NOE -60/ --5 CAL. RHA. SPR. -401/ -----(~ ------/ ~---------- ---------- ---------------------2~4---=,2c.:c:1~-o-x-l------'-~,:C.:~:-',T---"(.:...:Alec.:.· ___ -----0 --------------------------~-----, . . ) CIN. CAM_ --- ---- _/---- 4:J" 30X -3 60" BOX ·· 2 2J4 PIT. TOB. 'W.O.' -60/ 5 GAL. PHO TEN. 'J. S. ' -40% ~--'---'99 __ J_ STR. REC. 0 C) __ ._,,,. 1~, C/\L. r ~/_ .. -----·· / /---------/ // 8" O.C i\NNUAL COLOR 4" POTS (3 - ---------·-_ .. ---------____ /. ______ /···· ____ / __ / _____ /--// ./ sci'' 1 aox I ~1GL ~us _.-__ /-// 3' 0.C. LIR. MUS. -60/. 1 GAL. __ _]_'. Q _C_ ·-BEG. RIC. -40/ 1 GAL. ,· .,.... ........ - '-. -,"_.,....✓---,,..,.---------,.--· -....... ------____ _..... ..... --- _ ..... -------,..,...,.---_.,.-- ----------------- ----- /_.-·/ lb" O.C Llf1. MUS. 'S.S.' 1 CAL . ----------------- __ 6:_· CUI) ANA 48" i30X fAUL ,1 ■ ------ ______ .-./_.---·----·--···-24;,-_[i30x~1-P-HI_. S_E_L_. -----0 -- ----- -----· -- ------- ---.--·- --------------------- ---~------------ 6 KOE BIP. 3t;· BOX 2 . MULTI 41!" BOX .) 1 60" SOX I ---'. v"-"'' S""-2--+l--'-H"='EM.:::_·.:....cf-i.:...,YBc:_. ------l(_J , GAi. ARC. CUN. _/_/12' [l 1 EACH OOUBl.E/TRIPl_E . .. -------· --RUN~: -/ __ /--------------/ 1s ~ Al . t ~I~ Y .T~~ Al_o'----· v-E-R-HE-AD-----JD --------- --------- 20 oc ·s GAL. C LAT: l!l 12." C.C. 15' 0 C. TRA. JAS. -TOP OF WAI_L CiY CAL. -BOT. or WAU GAZ. SPL. -601/ DtL ALB. 40/. -I ·······1 -R-0-S.-R=AN'---_-_-1'---G-AL-. --l~------'--· / _____ _.,----- --------t ------------------ __ _,....- _/ ---- .,.......------- ~- 10 0 5 1 0 20 GRAPH![ ',C:Al_E IN F::ET: l'-10' 0' !----+---+--------- APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS Landscape Ar·chitt::dure ,.. Pli:1.nning Skypark Of-rice Pla:za 9275 Skyp.nk Court, Suite 150 San Jiego, CA 93!Z3 858.292.202) ~ Ff.lX 858,292.2027 //As B LJ I l_ T II DATE RLA ____ [XP, __ RFVIEWED BY: INSPECTOR --+---+--~ ~I =i=-1--'=C=I T=~=L A::::No::::N l==E=D~=PA=1=T~=E~=T s==B=A=l=)~=s ?,=HE"=ET:::::!S --···""--+------J~----1 PLANTING PLAN FOR: FOUR SEASONS RESORT 1~T AVIARA EAST VILLAGE --f----+----+-_ ____,__ _ __, APPROVED ASSlSTANT DATE 0 N 0 I = "' 0 z I.____ 36. --------l---+------+---1---1 .... ------------------------------------------------------------------------------------~=D=AT=E==l=Nl=Tl=AL======:~==~~===============---LD~A-::'.:_,E:_:l:.'.:_'.N:'.:'.IT:lA~LLO.'...'.AT.:_E_::I'.'.,'.:Nl:.:.Tl~AL.J.!:O:::W:::N::::B:::Y::::::::_::_;;;~~=~~PTil~O~JgE~C5·~T£NO;,=Ji,l □3RA4w61_NG?NNO. lNGINEER OF WORK V l ON DES CR l PT I ON ~--+---'---'----'-----'----=--t CHKO BY: __ _ OTHE11 APPROVAl CITY APPROVAL RVWD BY: "' z ·-----•o ~---------------------------------------------------------------------------------------------------------------------------------------------------, DEPTH OF ROCT BALL -"' ;,-CL V, 0 u.J z "'<t <tu f- (/) ',< CJ !--_J 0 u.J (__) [l] DEPTH OF' ROOTBALL -·······-T·-·1 i I 0 SHRUB I I I I / / / I / ...... ·, ... _ -~ -~- & SLOPE 1"/FT. 3" MIN BASIN FINISH GRADE 4 rREE TIES (MIM TWO AT TOP OF STAKES OTHERS WHERE NEEDED TO SUPPORT TRFF TREE STAKES SET ............. , ... ,. ... . .. "" . ···-·-··-·-· . OUTSIDE OF ROOTBAL_ 4" PE.RF. PVC DRAIN PIPE '! 0 BOTTOM OF ROOTBALL W/4" PVC DRAIN CAP/GRATE (BLACK> 6' MIN. BASIN FINISlc GRADE FERTILl~ER _T Ali~ ETS ___ f'R(PAREQ S.ACK_F!l~ Ml><'. flOOTBALL -SET 1" ---------- ABO VE FINISH GRADE SLOPE 1" /FT. 4" PERF. PVC DRAIN PIPE W"i4'' ·':>ye DRAIN CAP/C;°RAft (Bl ACK) ¾'' PEA_GRAVEL __ SUMP STAKING DEPTH OF RCOTBALI 0 I ! ~i ' --.--r---'" / SPECIMEN ... .IRJ.: .. E PLAST C HOSE. TIE ------- GUY WIRE REQUIRED I TO SUPPORT TREl /' / (3-REQUIRED) / ,/./ _ 4" PERF. "'VC DRAIN PIPE , /~-~0-BOTTOM 6( R·o-,,-o=TB=-cA---L---L - u--7ffr~:.---_,/ W/4" PVC DRAIN CAP/GRATE , 2X ROOTBALL ' 1 / _/ <BLACK) / 6" MIN. BASIN / /. .. -····--"--···-· I ,/ FINISH GRADE I / I ~ / / DE.ADMAN (Tvp_) / /1 4"x4"x18" RWO. / / I I I FERTILIZER_J ABLE rs PRE:PARED BACl(_fJ1=l MIX -~R=OOT.BAL~ .. SET 1" ABOVE FINISH GRADE '-~ ___ SLOPE 1"/FT ....... -, ·-~---~--. 4" PERF. PVC DRAIN PIPE _ W/4" PVC DRAIN CAP/GRATE <BLACK) ·-.. ,__ 3/4" PEA GRAVEL SUMP --~.~e~~~~ ® TREE PLANTING & GUYING B 1--------- NO SCA E ,/ / S.-JRUB ScOPE 1"/F"T. . . ··-, .. ,, __ ,, __ ,,.,.,_ -3" MIN BASIN FINISH GRADE i - --I i I :~ TT ~---. 11 i I I =1 I I --.J 1===1q f;I f)~-.. 0 -=~·Ftl~ _f'REPA_R~D BACKFILL MIX ---! I I : l_ ; : · 1 ~ _ • rt"-------~c;_fiTI_LI_ZER TABLETS ~.11·-~.llil .ili~/:~1: 1 1 -,1 :::Ii ~1~.-·r· =.11 __ ROOTBALL-SEl CROWN --I ' I ____ , I l" ABOVE FINISH GRADE ,._.1..)c__l,007 BALL_ --,. SLOPE 1"/FT DEPTH OF 2X DEPTH OF ROOTBALL >-0.. D z • <t WU V, w WW "'-a: "" f-f- (/) ~ Cl f-_J .=,;w C.) ,QJ / / / , 4 TREE TIES (MIN) --= TWO At TOP OF STAKES ,/ / I I I I I OTHERS WHFRL NEEDED TO SUPPORT TREE TREE STAKES 5LT OUTSIDE OF ROCTBAL. 4•• PERF. PVC l)RAIN PIP[ TO aor~oM OF -ROOTBALL W/4' PVC DRi'JN CAFIGRAT[ rBLACKJ 5•• MIN. BASIN I FINISH GRADE I I I 1· ---- / I F~R_Tl_~IZER TAB~lT_S PREPARED BACKFILL MIX ROOff:lALL -SET 1 _ ABOVE FINISH GRADE S!,.Opf 1•·/FT. 4 • P(RF. PVC DRAIN F'IPE . ·---·----··· ... ·----·--W / 4" PVC DRAIN CAP/GRATE IBL ACK) 4' PVC CAP/GRATE IN 12"x1r --¾, PEA GRAVEL Fil I Ffl SUMP. DAYLIGHT AT SLOPf ONTO 1/, CU. f"l. GRAVEL. WRAP W/SOIL SFPAHAJOR TO COVER & 'AS TEN TO HOLD C TREE PLANTING NO SCALE SPREAD ON WALL OR n:.N.C£ AND S[CLJRE W/PLASTIC TAPE OR WIRE SLOPE 1"/FT. 3" MIN BASIN FINISH GRADE · 1 PREPARED BACKFJLL_ -~IX FERTILIZER TABLE TS & STAKING ON SLOPE PLANTING DISTANCE SCHEDULE FEET ON CENTER ROW DISTANCE SE'T BACK 'A• ·B· C 8" r 7" 1'-UI 10/1 • 11" 1' -3" l", 7' -c II 1 -6' 1'-4" 1' -C ' 2'-0'' 1' -9" 1'. 6' 3'-0' 2•-5•• 2•-5•· 5• O" 5'-2'' C.' 6' 8'-0" e·-1r· 7• 6 10· -o·· s s·· 9'-6' 1T ·O• 10·-5·· 14 l "" 6 'I 20·-o· "7-4" 19' -6'' PLAN Tl"JG GRID • • • • • • • • • mi • • • • • • • • --'I--• • • • • • • • • • • • • • • . . ·, . • • • • • • • • '•. ,,--:t • • • • • • • • X • • • • • • • • • ui ® SHRUB PLANTING Ei-------No SCALE 0 SHRUB PLANTING ON SLOPE Fl----------No SCALl ® VINE PLANTING G I--------NO SCALE @ GROUNDCOVER PLANTING H i-------- NO SCALE SEE Sl,C\ION I ' I SHRUBS I I '--·--·-·· , ..... , .. , ...... , ... , ... QI -_____ -,--~"[-;--'r---( _)_, ri t···-------1 t-----•-4 .. ,.,-,~--··,-.. ,,,.,-~·"• . ···i f-------t >---------, r-7 td c-i' I '·-.. / i L-,_ --.-i ,._. ' r ' / -· i ( --\ \ ( \ \ I ' ' ) I - ----; --···---~~-·---_, __ . ... i---~----1 f---~ ----; .---~---, r-----cc-------1 1--1 (··1 ( I 1-J ----; ,..:-~-----~ -~ -_-_,,-_,-,-__ ,_, _ _, H:-~ I I ti I ' \ ) '·--I ) / ') l~=••·-----1 /1 ) r_--! ( ) ::) I /-••-'••-•-•""''•"••~•= ••~••-~------1 i---~--1 r--.,s,•••M•s•-~•'''""""""~"'"' ( - I ' ' I I ' I -·• • I I I I I ' ... I I ' I---::: .. : , ___ . .,. ,,, __ ( \ i """ -- _, . ct -.f· -- ~1 ,' C I 0 a, ' X i "' ,f - . ·-... ·-"-"""'"" --··· .... ·-·· --.... ,., __ ' .. , .. ,. .. ,. ..... ELEVATION SECTION SECTION r-'""" ., .. -- 0 CRIB WALL PLANTING J I-----------------NO SCALE t-···· -- DATE iNITIAL REVISION DESCR[PTION ENGINEER Of WORK 0 e-: ~ _J -~ 0:: _J c, LL <( __ , Cl) i..1J t-· I-T. Vl 0 0 "' O' "' z- =-i LL LL 0: w.. C) 1 ... ,., • 0 0.. ZzO :3: 0 , ... , .. D,t----0' 0 [1".J ~-"' l-o ro D!:PTH OF ROOlBAU ' 0 I ,_ ro i 2X ROOTBALL I - ' I I I I I I I I I /_ I I I / ;/ I __ P.f\LM TREE 4•• PERF. PVC DRAIN PIPE TO BOTTOM OF ROOTElAU_ W/4" PVC DRAIN CAP/GRATI' (8LACK) 9 : .Mll'L..S.6Slti FINISH GRADE PLASTER SAND -PUDDLE & SETTLE PRIOR TO SETTING TRFF SCARIFY SIDES & BOTTOM SLOPE 1"/FT. --- ··-.... ..... 4" PERF. PVC DRAIN PIPE W/4• PVC DRAIN C::AP/GRATE <BLACX:l Jfe'• PEA GRAVEL SUMP (~1--:_ 0 A_t-~E-.. _T_R_E_E_P_L_A_N_T_I_N G ______ _ -·---· 0 ' w OF PTH OF ROOTBALL 0 • ;.,- APPROVED FOR 4 TREE TIES (MINI TWO AT TOP o··~ F-s=T~AK=r~s OTHERS WHERE NEEDED TO SUPPORT TREE TREE STAKES SET OUT SIDE OF Roo'""'T~BAC"CL~L 4' PERF. PVC DRAIN PIPE TO BOTTOM OF ROOTBAL W/4' PVC DRAIN CAP/GRATE IBLACKI 6' MIN. BASIN FINISH GRADE ~~c;.;.""··------ l:-:::1:··1.:.. MtrB=ffi":'=-_£FQER[TII.JILll]ZE]R_:T~AfilBL{TS PER SPEQi._ PREPARED BACKFILL MIX PER SPECS. ROOTBALL SET I' ···--- ABOVE FINISH GRADE SLOPE I' IF T. 4' PERF. PVC DRAIN PIP[ W/4' PVC DRAIN CAP/GRATE IBLACKI 3/a' PEA GRAVEL SUMP ROOT BARRIER ••□EEP ROOr' MODEL •U824-2. --w-r·~·-··•"--•-•--"- INST ALL PER MANUF. SPEC. (INST ALL ON '1ARDSCAPF SIDFS OF Tf'Ef') & STAKING W/ROOT BARRIER PLANTING L-.oc:l8c«pf:! J.r~hitecture .. Ple.nnin11t La. Jolla e«m-lre JI 9a:06 Towne Centro Drive, Suite 340 ,.,_■,,----., Sn.n Diego, CA 9212t-3002 BBB 550 15 ?5 • Fox 868.550 1580 11 AS BUl LT I/ AND IRRIGATION ONLY, ~--~•., ... , ... ,_ INCLUDING PRECISE DATE RLA EXP. LOCATION OF PLANTING REVJ'::WED BY: AREAS ···---INSPECTOR ()ATE ~ CITY OF CARLSBAD w ···" ·------ -_, __ , J, PLANNING DEPARTMENT r:. , . -·· -~-~-·------ ,, .. ~ ~·---PLANTING DETAILS FOR: . . ,., ••'" , .... , . FOUR SEASONS RESORT .~T tNIARA ·-•=•~ ----..... EAST VILLAGE ·"·-~ APPROVED ~4,0 ... ,., .. __ ,_, ·--6-/..oz; . ', .. _ --···--···~~- -, . -----,,,, .... -.~-ASSISTANT PLANNI~G DIRECTOR DATE ---DWN BY: I PROJECT NO. I DRAWING NO. DAil INITIAL DATE INITIAi CHKD BY:. CT 95-02 346-7N , __ OTHER APPROVAL CITY APPROVAL RVWD BY: 0 "' ? "" "' 0 z r u C.J 0 0 tr. 0.. < z ·------'CJ ,---------------------------------------------------------------------------------------------------------------------------, SECTION __ J)2480 LANDSCAPING 1 . 1 GENERAL_J,QltD...!Il_O.l'BL THE GENERAL CONDITIONS, SPECIAL CONDITIONS, ANO 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 SUMMA.AL 1. J 1. 4 1. 5 1. 6 1. 7 THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESS.ARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS ANO AS SPECIFIED. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. . 1 RELATED WORK: IRRIGATION SECTION 02441 SUBMITTA_~; UPON BEING AWARDED THE PROJECT, CONTRACTOR SHALL SUBMIT A LIST OF SOIL AMENDMENTS, FERTILIZERS AND PLANT MATERIALS WITH QUANTITIES OF EACH WITHIN 15 DAYS FROM AWARD OF CONTRACT. GUA!JAN_TEES AND REPLACEMENTS: _ 1 SHRUBS, VINES AND GROUNDCOVER SHALL BE GUARANTEED TO REMAIN HEALTHY AND VIGOROUSLY GROWING FOR ONE GROWING SEASON OR NINETY (90) DAYS, WHICHEVER COMES FIRST. . 2 ALL TREES THAT HAVE BEEN SUPPLIED AND INSTALLED UNDER THIS CONTRACT SHALL 13E GUARANTEED TO LIVE IN A HEALTHY CONDITION FOR A PERIOD OF ONE (1} YEAR FROM DATE OF FINAL ACCEPTANCE OF PROJECT. IF TREES ARE ALSO SUPPLIED BY THE OWNER, THE GUARANTEE SHALL APPLY AS STATED ABOVE. . 3 ALL PLANTS FOUND TO 13E DEAD AND ALL PLANTS NOT IN A VIGOROUS CONDITION NOTED WITHIN THE GUARANTEE PERIOD SHALL 13E REPLACED WITHIN FOURTEEN (14) PAYS . 4 PLANTS USED FOR REPLACEMENT SHALL BE THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED, PLANTED AND FERTILIZED AS ORIGINALLY SPECIFIED, AT NO COST TO OWNER. 0BSERVATI.Q.N: .1 OBSERVATIONS HEREIN SPECIFIED SHALL BE MADE BY THE ARCHITECT. THE CONTRACTOR SHALL REQUEST OBSERVATION IN WRITING, IN ADVANCE OF THE TIME OBSERVATION IS REQUIRED. . 2 OSSERVATION WILL 13E REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: A. PRE-CONSTRUCTION MEETING-CITY INSPECTOR TO ATTEND. B. INCORPORATION OF SOIL CONDITIONERS AND FERTILIZERS INTO THE SOIL. C _ UPON THE COMPLETION OF GRADING PRIOR TO PLANTING. D. APPROVAL OF PLANT MATERIALS. E. WHEN TREl;S AND SHRUl3S ARE SPOTTED IN PLACE FOR PLANTING, BUT BEFORE PLANTING HOLES ARE EXCAVATED. F. ORIENTING SPECIFIED TREES. G. VERIFICATION OF FINISH GRADES. H. APPLICATION OF PRE-EMERGENT HERBICIDE. I. PRE-MAINTENANCE 013SERVATION. J. WHEN PLANTING, AND ALL OTHER INDICATED OR SPECIFIED WORK, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED, ACCEPTANCE ANO, WRITTEN APPROVAL SHALL ESTABLISH BEGINNING OF THE MAINTENANCE PERIOD. THIS IS NOT A FINAL 013SERVATION OR ACCEPTANCE, AND IT DOES NOT RELIEVE THE CONTRACTOR FROM ANY OF THE RESPON$I13ILITIES IN THE CONTRACT DOCUMENTS FOR THIS PROJECT. K. FINAL OBSERVATION TO BE HELD AT THE COMPLETION OF THE MAINTENANCE PERIOD Tl-11$ OBSERVATION SHALL ESTASLISH THE 13EGINNING DATE FOR THE ONE-YEAR GUARANTEE OF ALL TREES. . 3 ACCEPTANCE: UPON COMPLETION OF THE FINAL OBSERVATION AND THE WORK OF THIS SECTION, THE CONTRACTOR WILL BE NOTIFIED IN WAITING, (1) WHETHER THE WORK IS ACCEPTABLE; AND (2) OF ANY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE. . 4 THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON THE SITE AT THE TIME OF EACH OBSERVATION. !\tAINTENANCE, . ·1 THE MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER ALL LANDSCAPE AND IRRIGATION WORK ON THIS PROJECT IS COMPLETED Cl·iECKE.O ACCEPTED, AND WRITTEN APPROVAL FROM THE ARCHITECT IS GIVEN TO BEGIN THE MAINTENANCE PERIOD, AND SHALL CONTINUE THEREAFTER FOR NO LESS THAN 90 CALENDAR DAYS. _ 2 THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED AREAS OF THE CONTRACT DURING THE PROGRESS OF THE WORK AND DURING THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE OF THE WORK. . 3 REGULAR PLANTING MAINTENANCE OPERATIONS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED. PLANTS AND SHALL BE KEPT IN A HEALTHY, GROWING CONDITION AND IN A VISUAlLY PLEASING APPEARANCE BY WATEIRING, PRUNING, TRIMMING, FERTILIZING, RE-STAKING, PEST AND DISEASE CONTROLLING, SPRAYING, WEEDING, CLEANING-UP AND ANY OTHER NECESSARY OPERATION OF MAINTENANCE. LANDSCAPE AREAS SHALL BE KEPT FREE OF WEEDS. NOXIOUS GRASS, .~ND ALL OTHER UNDESIRED VEGETATIVE GROWTH ANO DEl3RIS. ALL PLANTS FOUND TO 13E DEAD OR IN AN IMPAIRED CONDITION SHALL 13E REPLACED IMMEDIATELY WITHIN 3 DAYS. . 4 FERTILIZER (COMMERCIAL): 7.9.4 WITH CHELATED MINERALS SHALL BE APPLIED AT THE RATE OF 12 POUNDS PER 1,000 SQUARE FEET 30 DAYS AFTER THE BEGINNING OF THE MAINTENANCE PERIOD, AND .5 EVERY JO PAYS THEREAFTER, FOR THE DURATION OF THE CONTRACT MAINTENANCE PERIOD. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY SOIL TEST MAY REDUCE APPLICATION RATE. THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD WILL 13E EXTENDED. WHEN IN THE OPINION OF THE ARCHITECT, IMPROPER MAINTENANCE AND/OR POSSIBLE POOR OR UNHEALTHY CONDITION OF PLANTED MATERIAL ARE EVIDENT AT THE TERMINATION OF THE SCHEDULED MAINTENANCE PERIOD. THE CONTRACTOR SHALL 13E RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE WORK AT NO CHANGE IN CONTRACT PRICE UNTIL ALL OF THE WORK 1$ COMPLETED AND ACCEPTABLE. . 6 THE CONTRACTOR SHALL 13E RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION OF THE AREl1S. DAMAGED AREAS SHALL 13E REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. LAl'_Q.!JT Qf W. QR K: THE CONTRACTOR SHALL EMPLOY, AT HIS OWN EXPENSE, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR TO LAY OUT THE WORK OF THE PROJECT, TO ESTAl3LISH ALL REFERENCE POINTS SET FOR CONSTRUCTION AND THE CERTIFICATION OF FINISH GRADES WITH CIVIL ENGINEER DRAWINGS. 1. 8 1 . 9 GENERAL REQ.!JIRE.M.ENTS .. , . 1 THE TERM "PLANTING AREA" SHALL MEAN ALL AREAS TO 13 E PLANTED WITH TREES, SHRUBS, AND GROUNDCOVERS. .2 ACTUAL PLANTING SHALL 13E PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. _ 3 ALL ROCKS 1" OR LARGER, AND OTHER GROWTH OR DEBRIS ACCUMULATED DURING THE DURATION OF THE PROJECT, SHALL 13 E Rl::MOVED FROM THE SITE UNLESS SPECIFICALLY EXEMPTED IN WR[T!NG_ . 4 . 5 .6 .7 .8 .9 .10 . 1 1 PRIOR TO THE EXCAVATION FOR PLANTING OR PLACING OF PLANT MATERIALS, LOCATE ALL UNDERGROUND UTILITY LINES STILL IN US f" AND TAKE PROPER PRECAUTIONS TO AVOID DAMAGE TO SUCH IMPROVEMENTS IN THE EVENT OF A CONFLICT BETWEEN SUCH LINES AND PLANT LOCATIONS, NOTIFY THE ARCHITECT WHO SHALL ARRANGE FOR THE RELOCATION OF ONE OR THE OTHER. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR MAKING ANY ANO ALL REPAIRS FOR DAMAGES RESULTING FROM WORK AS HEREIN SPECIFIED. GRADING AND SOIL PREPARATION WORK SHALL BE PERFORMED ONLY DURING THE PERIOD WHEN BENEFICIAL AND OPTIMUM RESULTS MAY 13E OBTAINED. IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEVEL THAT WORKING IT WOULD DESTROY SOIL STRUCTURE, SPREADING AND GRADING OPERATIONS SHALL BE SUSPENDED UNTIL THE MOISTURE CONTENT 15 INCREASED OR REDUCED TO ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE LIKELY TO 13E OBTAINED. ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND IMMEDIATELY INFORM THE ARCHITECT OF ANY DISCREPANCY 13ETWEEN THE DRAWINGS AND/OR SPECIFICATIONS AIIID ACTUAL CONDITIONS. QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE ONLY, AND ARE NOT GUARANTEED. CHECK ANO VERIFY COUNT AND SUPPLY SUFFICIENT NUMl3ER TO FULFILL INTENT OF DRAWINGS . ADEQUATELY STAKE, BARRICADE, EQUIPMENT, MANHOLES, UTILITY PROPERTY DURING ALL PHASES GRA0ING OPERATIONS SPECIMEN TREE SELECTION: AND PROTECT ALL IRRIGATION LINES, AND OTHER EXISTING OF THE SOIL AMENDING ANO A. ONE SAMPLE OF EACH TREE VARIETY AND SIZE, CALLED OUT ON DRAWINGS 15-GALLON AND LARGER SHALL BE DELIVERED TO THE PROJECT SITE FOR APPROVAL PRIOR T 0 INSTALLATION. B. THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY TREES NOT APPROVED . C. THE CONTRACTOR AT HIS OPTION AND AT HIS EXPENSE CAN RETAIN THE SERVICES OF THE ARCHITECT TO REVIEW TREES 24" BOX SIZE AND LARGER TAGGED AT THE NURSERY AND/OR AT THEIR PLACE OF GROWTH, OR AS OTHERWISE SPECIFIED ON DRAWINGS. Rl"JECTION AND SUl3STITUTION: A. ALL PLANTS NOT CONFORMING TO THE REQUIREMENTS HEREIN SPECIFIED SHALL 13E CONSIDERED DEFECTIVE, AND SUCH PLANTS, WHETHER IN PLACE OR NOT, SHALL BE MARKED AS REJECTED AND BE IMMEDIATELY REMOVED FROM THE SITE OF THE WORK AND REPLACED WITH ACCEPTASLE PLANT MATERIALS. THE PLANT MATERIALS SHALL MEET ALL APPLICAl3LE INSPECTIONS REQUIRED 8Y LAW. ALL PLANTS SHALL BE OF THE SPECIES. VARIETY, SIZE, AGE, FLOWER COLOR AND CONDITION AS SPECIFIED HEREIN AND/OR AS INDICATED ON THE DRAWINGS. UNDER NO CONDITION WILL THERE BE ANY SUBSTITUTION OF PLANT SPECIES, VARIETY, OR REDUCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING DRAWINGS, EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. UTILITIES A. ALL UTILITIES (WATER AND ELECTRICITY} USED PURING THE INSTALLATION OF THE LANDSCAPING AND IRRIGATION SYSTEMS FOR THIS PROJECT SHALL BE PAID FOR BY THE OWNER. DURING THE MAINTENANCE PERIOD, THE OWNER SHALL 13E RESPONSIBLE FOR PAYMENT OF THE UTILITIES . INVOICING OF PLANT MATl;_fl_LALS AND SOIL __ PREPARATION AND SOIL PREPARATION CONFORMANCE TEST: . 1 AFTER INSTALLATION OF PLANT MATERIALS, BUT PRIOR TO THE PRE-MAINTENANCE INSPECTION, THE ARCHITECT, WITH THE HERETOFORE SPE:CIF'IEO SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR THE PLANT MATERIALS AND RELATED ITEMS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA AND/OR THE AMOUNTS SPECIFIED. IF THE MINIMUM AMOUNTS HAVE NOT 13EEN FURNISHED, THE ARCHITECT WILL REQUIRE THE INSTALLATION OF ADDITIONAL MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED. . 2 UPON DELIVERY OF MATERIALS AND/OR COMPLETION OF ALL SOIL CONDITIONING AND GRADING, 13UT 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, $HALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA OF EACH OPERATION. IF THE MINIMUM RATES OF APPLICATION HAVE NOT BEEN MET, THE ARCHITECT WILL REQUIRE THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUM APPLICATION REQUIREMENT$ SPECIFIED. , J RANDOM SOIL SAMPLES OF SUFFICIENT QUANTITY TO BE REPR!c,SENTATIVE OF THE ENTIRE SITE SHALL BE TAKEN av THE CONTRACTOR PRIOR TO 13EGINNING WORK. THE ARCHITECT, IN THE .4 PRESENCE OF THE CONTRACTOR, SHALL INDICATE ON THE Pl.ANTING PLAN WHERE SOIL SAMPLES SHALL 13E TAKEN. CON- TRACTOR SHALL SUBMIT SAMPLES TO A LICENSED SOILS TESTING LABORATORY. 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 RECOMMENDATION FOR CORRECTING ANY DEFICIENCY IN THE SOIL. A SAMPLE OF THE SOIL AMENDMENTS SHALL BE DELIVERED TO THE ARCHITECT WITHIN 15 DAYS AFTER RECORDING OF THE CONTRACT FOR SUBMITTAL TO A TESTING LABORATORY AFTER SOIL AMENDMENTS HAVE BEEN THOROUGHLY MIXE;D INTO THE SITE, RANDOM SAMPLES OF THE MIXED SOIL WILL BE TAKEN BY THE ARCHITECT AND SUBMITTED TO THE SOIL LAl30RATORY FOR COMPARISON TO A CONTROL MIX. COST OF THE ABOVE TESTING BY THE SOILS LAl30RATORY SHALL BE BORNE BY THE CONTRACTOR. . 5 AFTER GRADING AND LEACHING OPERATION, FOUR SOIL SAMPLES WILL BE TAKEN BY ARCHITECT AND SU13MITTED TO THE SOIL LABORATORY FOR TESTING OF ECE AND PH. COST OF THE ABOVE TESTING 13Y THE SOILS LAl30RATORY SrlALL 13E BORNE BY THE CONTRACTOR. E.~RT_2 -PRODUCT_~ 2 .1 SOIL AME_NDMENT AND FERTIL.I,!ia_R: 2.2 2.3 2.4 2.5 . 1 .3 SOIL CONDITIONER SHALL CONTAIN A SPECIAL BLEND OF ORGANIC FRACTIONS TO SUPPLY SEVERAL DEGREES OF BREAKDOWN RATE WHICH LASTS UP TO 10 YEARS IN THE SOIL, A PORTION OF INOR- GANIC AMENDMENT THAT RESISTS FURTHER 13REAKDOWN, PH OF 5 _ 5 TO 6.5, SALINITY OF 3.0, ORGANIC MATTER (DRY WEIGfH 13ASIS) MORE THAN 90%, NON-IONIC WETTING AGENT AND TOTAL NITROGEN CONTENT OF 0.5%. (LOAMEX, WIL-GRO, LIFE FOREST HUMUS)_ GYPSUM SHALL BE A COMMERCIALLY PROCESSED AND PACKAGED GYPSUM (CASO 2H20) WITH MINIMUM 80% GRADE CONTAINING 14% COMBINED SULFUR. IRON SULFATE (EXPRESSED AS METALLIC) 19% OF QUALITY APPROVED av ARCHITECT. _ 4 SULPHUR (SOIL) (ELEMENTAL) 99% OF QUALITY APPROVED BY ARCHITi=CT. . 5 FERTILIZER (COMMERCIAL) SHALL BE A COM13INATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILA13LE PERCEN- TAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 1 .O''lo 10.0% 10.0% MINIMUM MINIMUM MINIMUM . 6 FERTILIZER (COMMERCIAL) SHALL 13E 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 PERCl"NTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 21,0% 0.0% 0.0% MINIMUM MINIMUM MINIMUM . 7 FERTILIZER (COMMERCIAL) SHALL 13E LONG-LASTING CONTROLLED RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE- FLOWING, SUITA13LE FOR APPLICATION WITH APPROVED EQUIP- MENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 16.0% 20.0% 0.0% MINIMUM MINIMUM MINIMUM . 8 FERTILIZER (COMMERCIAL) SHALL 13E A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS WITH CHELATED MINERALS, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 7 .0'%. 9.0%, 4.0%, MINIMUM MINIMUM MINIMUM . 9 PLANTING TAl3LETS SHALL BE TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE PLANTING TA13LETS, OF VARYING SIZES WITH THE FOLLOWING AVAILAl3LE PERCENTAGES av WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 2o_o•x, 10.0'% 5.0'%, MINIMUM MINIMUM MINIMUM . 1 0 SOIL ENHANCER SHALL BE $ARVON. .11 SARK MULCH SHALL 13E FIRBARK CHIPS OR EQUAL 1 "-3" INTERLOCKING PIECES PACKAGED IN 13AGS OR BALES, UNLESS APPROVED OTHERWISE BY LANDSCAPE ARCHITECT. CITY INSPECTOR MUST RECEIVE AND APPROVE A SAMPLE PRIOR TO DELIVERY OF MULCH TO THE SITE. PL..ANTING BACKFILL: PLANTING BACKFILL SHALL 13E A THOROUGHLY BLENDED MIXTURE OF EXISTING SITE SOIL AND SOIL AMENDMENTS AT THE FOLLOWING MIXTURE, SOIL CONDITIONER SITE SOIL IRON SULFATE GYPSUM 1/3 CU. YD. 213 CU. YD. 1 LB.IPER CU. YD. OF MIX 10 LSS./PER CU. YD. OF MIX BACKFILL MIX QUANTITIES ARE FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. STAKING . .MA TERI A.LS: STAKES SHALL 13E OF LODGE POLE PINE THESE SHALL BE STRAIGHT SHAFTS, SHAVED AND CUT CLEAN AND 13ARE OF BRANCHES AND STUBS, OF UNIFORM THICKNESS WITH A MINIMUM DIAMETER OF 2 INCHES, FREE OF LOOSE KNOTS, SPLITS OR SENDS. STAKES SHALL BE NO LESS THAN TEN (10) FEET IN LENGTH. GUYINJ3 ... MA T.E.AJ.AJ,,.$: . 1 GUY WIRES SHALL 13E OF PLIABLE, ZINC-COATED STEEL OF NO. 1 2 GAUGE. . 2 ANCHORS (DEADMEN) FOR HOLDING GUY WIRES SHALL Sic 4 INCHES X 4 INCHES OF SOLID LUMBER. 1' -6" IN LENGTH. . 3 HOSE FOR COVERING WIRE SHALL 13E OF i-PLY REINFORCED RUBBER, USl=D OR NEW, GARDEN HOSE TYPE OF AT LEAST 112 INCH IN DIAMETER. .4 FLAGS, TO BE ATTACHED TO GUYS, SHALL 13E OF SURGICAL TUBING, 118 INCH IN DIAMETER AND FOUR FEET LONG, OF UNIFORM THICKNESS. . 5 TREE TIES SHALL BE BORDON CINCH-TIE OR APPROVED EQUAL. PLANT MATERIALS: . 1 NOMENCLATURE: THE BOTANICAL AND COMMON NAMES OF PLANTS HEREIN SPECIFIED CONFORM WITH THE APPROVED NAMES GIVEN IN "AN ANNOTATED CHECKLIST OF WOODY ORNAMENTAL PLANTS OF CALIFORNIA, OREGON, AND WASHINGTON", PUl3LICATION NO. 4091, PRINTED 1979 AND "AN ANNOTATED CHECKLIST OF ORNAMENTAL PLANS OF COASTAL SOUTHERN CALIFORNIA", PUBLICATION NO. 3276, PRINTED 1982, BOTH PUBLISHED av THE UNIVERSITY OF CALIFORNIA, DIVISION OF AGRICULTURAL SCIENCES. Sl;E LIST OF PLANT MATERIAL ON DRAWINGS. .2 . J QUALITY AND SIZE OF ALL PLANTS SHALL 13E NO. 1, OF PINTO TAG STOCK. THEY SHALL 13E VIGOROUS, OF NORMAL GROWTH, l'REE FROM DISEASE, INSECT$, INSECT EGGS, AND MEET OR EXCEED THE MEASUREMENTS SPECIFIED. PINTO TAGS MUST 13E SUBMITTED TO THE ARCHITECT. CONTAINER STOCK (1-GALLON, 5-GALLON, 15-GALLON, AND BOX SIZES} SHALL HAVE GROWN IN CONTAINERS FOR AT LEAST SIX MONTHS, 13UT NOT OVER TWO YEARS NO CONTAINED PLANTS THAT HAVE CRACKED OR 13ROKEN BALLS OF EARTH, WHEN TAKEN FROM THE CONTAINER, SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO Tl1EES WITH DAMAGED ROOTS OR BROKEN 13 ALLS SHALL BE PLANTED. . 4 PRUNING SHALL NOT BE DONE, PRIOR TO DELIVERY, E:(CEPT av WRITTEN APPROVAL FROM THE ARCHITECT. . 5 INSPECTION OF PLANT MATERIALS. REQUIRED av CITY, COUNTY OR STATE AUTHORITIES, SHALL 13E A RESPONSIBILITY OF THE CONTRACTOR, AND WHERE NECESSARY CONTRACTOR SHALL HAVE SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF PLANTS TO SITE. . 6 PLANTS SHALL BE SUl3JECT TO INSPECTION, AND APPROVAL OR REJECTION, AT THE PROJECT SIT!c AT ANY TIME 13EFORE OR DURING PROGRESS OF WOHK, FOR SIZE. VARIETY, CONDITION. LATENT DEFECTS AND INJURIES. REJECTED PLANTS SHALL BE REMOVED FROM THE PROJECT SITE IMMEDIATELY. . 7 SUl3STITUTIONS WILL NOT BE PERMITTED EXCEPT THAT IF PROOF IS SUBMITTED THAT ANY PLANT SPECIFIED IS NOT OSTAINA13LE, A PROPOSAL WILL 13E CONSIDERED FOR USE OF THE NEAREST EQUIVALENT SIZE, VARIETY AND COST. ALL SUBSTITUTIONS ARE SU13JECT TO ARCHITECT'S WRITTEN APPROVAL . 8 QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK SHOWN ON DRAWINGS. . 9 THE ARCHITECT RESERVES THE RIGHT TO INSPECT ROOT CONDITION OF ANY SPECIES, PARTICULARLY THOSE GROWN FROM SEED, AND IF FOUND DEFECTIVE, TO REJECT THE PLANTS REPRESENTED BY THE DEFECTIVE SAMPLE. .1 0 IDcNTIFY PLANT SPECIES OR VARIETIES CORRECTLY ON LEGIBLE, WEATHERPROOF LABELS ATTACHED SECURELY TO THI: PL.ANT . THERE SHALL BE A MINIMUM OF ONE LAl3ELED PLANT FOi~ EACH 5 PLANTS IN A LOT. .11 SOD SHALL 13E MARATHON Ill. P.ART 3 -EXECU_IJON 3.1 SITE PRE.PM!.ATION .. ANQ.Y\'J;ED ABATEMENT_; .1 GRUB AND CLEAN PLANTING AREA, REMOVING DEl3RIS A.ND ROCK AND ERADICATING WEEDS. .2 WEED ERADICATION SHALL 13E DONE TEN (10) DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK. 3. 2 WEED ABATEM .. ~.N.I .1 UPON COMPLETION OF THE IRRIGATION SYSTEM AND AFTER DEEIRIS, ROCKS AND EXISTING WEEDS AND GROWTH HAVE 13EEN REMOVED FROM THE PLANTING AREA. APPLY 200 POUNDS OF COMMERCIAL FERTILIZER 21-0"0 PER ACRE. _ 2 WATER ALL AREAS EVERY DAY FOR TWENTY-ONE (21) CONSECUTIVE DAYS AND UNTIL WEED SEEDS HAVE GERMINATE0. CEASE WATERING FOR THREE (3) DAYS AND SPRAY NON-SELECTIVE HERBICIDE "ROUNDUP" TO ERADICATE THE GERMINATED WE!cDS. TRANSLOCATION OR APPROVED PERIOD SHOULD BE 7-10 DAYS. HERl3ICIDE APPLICATOR SHALL BE LICENSED BY THE STATE OF CALIFORNIA, .3 RAKE AND HAUL OFF ALL DEAD WEEDS TO 1/2 INCH BELOW THE SURFACE OF THE SOIL. .4 IF PERENNIAL WEEDS OR GRASSES STILL EXIST, RE-WATER EVERY DAY FOR FOURTEEN (14) CONSECUTIVE DAYS, UNTIL THE NEW GROWTH APPEARS. RE-APPLY A NON-SELECTIVE Hl:ABICIDE. REMOVE WEEDS AFTER HERBICIDE HAS HAD A SUFFICIENT TIME, TO KILL. 3. 3 fil!IL..C9NDITIONING,_f ,!,_fl_JILJZlNG AND R 0TQJILLING: . 1 FOR AREAS LESS STEEP THAN 2:1: AFTER THE AREAS HAVE BEEN DEEP-RIPPED, THE FOLLOWING RATES OF SOIL CONDITIONING AND AMENDMENT MATERIALS SH ALL BE EVENLY SPREAD OVER ALL PLANTING AREAS AND SHALL BE THOROUGHLY SCARIFl!<D TO AN AVERAGE DEPTH OF SIX INCHES BY ROTOTILLING A MINfMUM OF TWO ALTERNA'ilNG PASBES. AMENDMENT MVST SE INTIMA"fS:.LY BLENDED WITti SOlL. THE THOROUGHNESS AND COMPLETENESS OF THE R0TOTILLING ANO INCORPORATION OF SOIL CONDITIONERS/AMENDMENTS SHALL 8 <;E==?:.'c:c='»- ACCEPTABLE TO THE ARCHITECT. \.~II~. SCAP~.J, I -r -. §' '\ . ,9.l¥'.11 "'<+ , fy~½/ I / " :: fil,? /. /,/4 '-,:.:;, -( ,' ~l;,';; ii'c , 13::, ~-,,. ~OF C~l\\<$ "' ~ _______, 8Z7o Slcypark Court, Sul te 150 I\ A. Landsc.ape Ar(ibitecture • Planning :=::kypark OUice Plaza , I San Diego, CA 92123 'I. 858.898.2020 • Fa.:x 858.292.202? -..---------------..------------·-------, II As Bu I L T // APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS RLA _____________ EXP. ______ _ REVIEWED BY; --------------,. ·----·-·-·········----- INSPECTOR 1------J-,-,-----+--------------------------+-----+---+----+----t [sHEul 1--------1-----+----~,,--_,, _____ '·"----.,---------+---+----+------1----------1 ~ CITY OF CARLSBAD SHEETS 1--------1----+--------,---------·------t---+---+----+-------------i ~==:'._::==============:::::_~==; PLANNING DEPARTMENT PLANTING SPECIFICATIONS FOR: 1------+------+-----------------.,, .. ~---+---f----+------+------t 1----+----+,-------------------·---+---+--------+-------+-------t FOUR SEASONS RESOf~T AT AVIARA I-----+----+-------,_, _____________ ------+---1-----,.,, .. ,-+------+--------, EAST VILLAGE 1-----+----+--, .. ········-----"----------""' ------, •----+--------''---------•=M•~••'••M~ -------+----+----t---t--------t OTHER APPROVAL C !TY APPROVAL I-----+----+------.,., ____ -·------------t---t---+----+-----t ~:::::::::::::::::::::::==:::::;;:;:::;==;;::==============; APPROVED "--.h;; JI {; -I~ crt) ---~4',-4:,;,4.~~~----""··----------····---------- ~A~SS~I~SiT~A~NT~~ .s,=~~·~·1/~I~ ~G~O~l~R~E~c~ro~R~~=:=:::::;==;-;::~~D~A T~E~==:==; I----+---+-----------------------+----+-----i-••----+------1;; DWN BY: PROJECT >10. DRAWING NO. CHKD BY:__ CT 95-02 346--?N RVWD BY: DATE INITIAL ENGINEER OF WORK REVISION DESCR!PTION DATE INITIAL DATE INITIAL C (',, 0 I "' "' 0 z ' u u-·o C °' "-· .. z L--------------------------------------------------------------------------------------------------------------------------------'o --------------------------------------------------------------------------------------------·---------------------·----- 3,4 3.5 . 2 ,3 A. SOIL CONDITIONER SOIL SULPHUR IRON SULFATE GYPSUM 5 CU, YD, PEA 1,000 SQ. FT. 10 LBS, P!"R 1,000 SQ_ FT. 20 LBS. PER 1,000 SQ. FT. 250 LBS. PER 1,000 SQ. FT. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. B. FERTILIZER (COMM!eRCIAL): 6·20-20 SHALL BE APPLIED AT THE RATE OF 40 POUNDS PER 1,000 SQUARE FEET AND SCARIFIED INTO THE TOP TWO INCHES OF FINISH GRADE. FERTILIZER SHALL BE APPLIED AFTER LEACHING OPERATION. C. SARVON SHALL BE APPLIED AT THE RATE OF 1 PINT PER 1,000 SQUARE FEET. APPLY SARVON IN AREAS AS R!2COMMENDED BY SOIL TEST. FOR BIDDINO PURPOSES, ASSUME ALL LANDSCAPE AREAS SHALL BE COVERED. FOR AREAS 2:1 AND STEEPER: AFTER THE AREAS HAVE BEEN ERADICATED OF WEEDS AND FINISHED GRADED, THE FOLLOWING RATES OF SOIL CONDITIONING MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING ARE"AS. NO SCARIFYING OR ROTOTILLING SHALL BE REQUIRED. A. B. GYPSUM SOIL SULPHUR IRON SULFATE 250 LElS. PER 1,000 SQ, FT. 10 LBS. PER 1,000 SQ. FT. 20 LBS. PER 1,000 SQ. FT. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. $ARVON StiALL BE APPLIED AT THE RATE OF 1 PINT PER 1,000 SQUARE FEET. APPLY SARVON IN AREAS AS RECOMMENDED BY SOIL TEST. FOR BIDDING PURPOSES, ASSUME ALL LANDSCAPE AREAS SHALL BE COVEREO. DEEP WATER_LEl\~HING: A. AFTER COMPLETE INSTALLATION AND TESTING OF THE IRRIGATION SYSTEM AND APPLICATION OF SOIL CONDITIONING, ALL AREAS SHALL BE DEEP WATER LEACHED AND COMPACTED ANO SETTLED BY CONTINUOUS APPLICATION OF IRRIGATION WATER UNTIL THE SOIL HAS RECEIVED A MINIMUM OF SIX INCHES OF WATER. B. C. D. AFTER GRADING AND LEACHING OPERATION, FOUR SOIL SAMPLES SHALL BE TAKEN BY ARCHITECT AND SUBMITTED TO SOIL LABORATORY FOR TESTING. SOIL TEST SHALL MEET THE FOLLOWING REQUIRl"MENTS: ECE MAXIMUM 3.0 X 10.3 PH MAXIMUM 7.5 A PERCENT OF ORGANIC MATH'R SOil TEST AFTER LEACHING MAY BE REQUIRED BY ARCHITECT. RE-APPLICATION OF SOIL AMENDMENT AND LEACHING OPl':RATION SHALL BE REPEATED BY CONTRACTOR IF TESTS SHOW A NEGATIVE RESULT. EXPENSE OF TEST, RE· APPLICATION OF A SOIL AMENDMENT AND LEACHING OPERATION SHALL BE BORNE BY CONTRACTOR. DEEP WATER LEACHING SHALL BE DONE PRIOR TO THE APPLICATION OF THE COMMERCIAL FERTILIZER 6·20-20. NO PLANTING SHALL BE INSTALLED UNTIL APPROVAL HAS BEEN GIVEN BY THE ARCHITECT IN WRITING. F. CARE $HALL BE TAKEN THAT THE RATE OF APPLICATION OF WATER DOES NOT CAUSE EROSION OR BLUFFING OF SOIL$. G. ALL DEPRESSION$, VOIDS, EROSION SCARS, AND SETTLED TRENCHES GENERATED BY THE DEEP WATERING $HALL BE FILI-ED WITH CONDITIONED TOPSOIL AND BROUGHT TO FINISH GRADE. FINISH GRADING: ' 1 .2 .3 4 ,5 .6 .7 .8 ,9 FINISH GRADES SHALL BE AS INDICATED ON CIVIL ENGINEER'S AND LANDSCAPE DRAWINGS. FINISH GRADES SHALL Bi;, MEASURED AS THE FINAL WATER- COMPACTED AND SETTLED SURFACE GRADES AND SHALL BE WITHIN PLUS OR MINUS 0_1 FOOT OF THE SPOT ELEVATIONS AND GRADE LINES INDICATED ON THE CIVIL ENGINEERS DRAWING. UNLESS OTHERWISE NOTED, FINISH GRADE SHALL BE 2" BELOW ADJACENT FINISH PAVING SURFACES IN GROUNDCOVER AREAS AND 1" BELOW IN LAWN AREAS. FINISH GRADES SHALL BE MEASURED AT THE TOP SURFACE OF SURFACE MATERIALS, MOLDING AND ROUNDING OF THE GRADES SHALL BE PROVIDED AT ALL CHANGES IN SLOPE. ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROM TILLAGE, ROTOTILLING, AND ALL OTHER OPERATIONS, SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES DUR'ING GRADING AND CONDITIONING OPERATIONS. FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE WITH ALL SURFACE DRAINAGE AWAY FROM BUILDINGS, WALLS, AND TOWARD ROADWAYS, DRAINS, AND CATCH BASINS. FINAL GRADES SHALL BE ACCEPTABLE TO THE ARCHITECT BEFORE PLANTING OPERATIONS WILL BE ALLOWED TD BEGIN. PLANTING SURFACES SHALL B!c GRADED WITH NO LESS THAN TWO (2) PERCENT SURFACE SLOPE FDR POSITIVE DRAIN/1(,E AWAY FROM ALL BUILDINGS. f'j.._ANIING: ' 1 THE LAYOUT OF LOCATIONS FOR PLANTS AND OUTLINES OF GROUNDCOVER TO BE PLANTED SHALL BE APPROVED ON THE SITE BY THE ARCttlTECT, PRIOR TO THEIR PLANTING. ALL SUCH LOCATIONS SHALL BE CHECKED FOR POSSIBLE INTERFERENCE WITH EXISTING UNDERGROUND PIPING, PRIOR TO EXCAVATION OF HOLES. IF UNDERGROUND CONSTRUCTION OR UTILITY LINES ARE ENCOUNTERED IN THE EXCAVATION OF PLANTING AREAS, OTHER LOCATIONS FOR THE PLANTING MAY BE SELECTED BY THE ARCHITECT. DAMAGE TO EXISTING UTILITIES SHALL BE THE RESPONSIBII_ITY OF THE CONTRACTOR, PLANTING TREES, SHRUBS, AND VINES: A. B. ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDES WITH ROUGHENED SURFACES AND SHALL BE OF THE MINIMUM SIZES INDICATED ON DRAWINGS. HOLES SHALL BE, IN ALL CASES, LARGE ENOUGH TO PERMIT HANDLING AND PLANTING WITHOUT INJURY OR BREAKAGE OF ROOT BALLS OR ROOTS. EXCAVATION SHALL INCLUDE THE, STRIPPING AND STACKING OF ALL ACCEPTABLE SOIL ENCOUNTERED WITHIN THE AREAS TO BE EXCAVATED FOR PLANT PITS AND PLANTING BEDS PROTECT ALL AREAS THAT ARE TO BE TRUCKED OVER AND UPON WHICH SOIL IS TO BE TEMPORARILY STACKED PENDING ITS RE-USE FOR THE FILLING OF HOLES, PITS, ANO BEDS. 3.6 . 3 .4 C. D. E. F. G. H. I. J. K. L. M. N. 0, P. EXCESS SOIL GENERATED FROM THE PLANTING HOLES SHALL BE SPREAD ON THE SITE AS DIRECTED BY THE ARCHITECT. PLANTS IN CONTAINERS SHALL HAVE THE CANS OPENED av CUTTING VERTICALLY ON OPPOSITE SIDES OF EACH CAN WITH NURSERY CAN OPENERS, TIN SNIPS. OR OTHER APPROVED INSTRUMENTS FOR THIS PURPOSE. ALL USED CONTAINERS SHALL BE REMOVED TO THE STORAGE AREA OR FROM THE SITE DAILY. THlo PLANTS SHALi.-BE PLANTED AT APPROVED LOCATIONS WITH THI'; HfcR!oTOFORE SPECIFIED CONDITIONE"R AND SOIL PLANTING BACKFILi.-. NO PLANT EXCEPT GROUNDCDVER SHALL BE PLANTED WITHIN THREE (3) FEET OF SPRINKLER HEADS, NO TR!cE SHALL BE PLANTED WITHIN SIX (6) FEET OF SPRINKLER HEADS. THE PLANTS SHALL BE PLACED IN THE PLANTING PITS ON UNDISlURB!oD GRADE, SO THAT THE CROWNS OF THE ROOT BALLS ARE 1" ABOVE SURROUNDING FINISH GRADE. AFTER SETTING THE PLANTS, THE REMAINING BACKFILL MATERIAL SHALL BE CAREFULLY TAMPED AND SETTLED AROUND EACH ROOT BALL TO FILL ALL VOIDS EACH TREE AND SHRU8 SHALL BE PLACED IN THE CENTER OF HIE t-lOLE AND SHALL BE SET PLUMB AND HELD RIGIDLY IN POSITION UNTIL THE PLANTING BACKFII.-L HAS SEEN TAMPED FROM AROUND EACH ROOT BALL. PLANTING TABLETS SHALL BE PLACED IN EACH PLANTING HOLE, LOCATED AS PER MANUFACTURER'S SPECIFICATIONS, AT THE FOLLOWING RATES: (1)·5 GRAM TABLET (1)-21 GRAM TABLET (3)-21 GRAM TABLETS (5)·21 GRAM TABLETS (1)-21 GRAM TABLET PER LINER AND FLAT SIZE PLANT. PER 1-GALLON CONTAINER. PER S·GALLON CONTAINER. PER 15-GALLON CONTAINER. PER EACH 3" OF BOX SIZE. NO PLANT WILL BE" ACCEPTED IF THE ROOT BALL IS BROKEN OR CRACKED, EITHER BEFORE, DURING OR AFTER THE PROCESS OF INSTALLATION, ALL PLANTS SHALL BE THOROUGHLY WATERED IN TO THE FULL DEPTH OF EACH PLANTING HOLE IMMEDIATELY AFTER PL.ANTING. ALL TREES SPECIFIED TO BE STAKED SHALL BE STAKED WITH TWO LODGE POLE STAKES, DRIVEN INTO THE GROUND ON THE SIDES OF THE TREE PERPENDICULAR TD THE PREVAILING WINDS. THE STAKES SHALL BE DRIVEN IN PLUMB AND SECURE. SPECIAL CARE SHALL BE TAKEN THAT THE DRIVING IN OF THE STAKE DOES NOT DAMAGE THE TREE ROOTS OR ROOT SALL. TREE TIES SHALL BE FASTENED TO EACH TREE AND STAKE BY LOOPING FIGURE 8'$ WITH THE INSIDE DIAMETER OF THE TIE AT 2 OR 3 TIMES THE DIAMETER OF Tt-lE TREE AND BY TACKING THE BACK OF THE TIE TO THE STAKE. (SloE DETAILED DRAWINGS.) ALL TREES SPECIFIED TO BE GUYED SHALL BE GUYED AS DETAILED THE STAKING AND GUYING SHALL BE ACCOMPLISHED IN SUCH A MANNER AS TO INSURE THE PROPER AND HEALTHY GROWTH AND SAFETY OF THE PLANTS, PROPERTY, AND THE PUBLIC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE AND SUBSURFACE DRAINAGE REQUIRED WHICH MAY AFFECT HIS GUARANTl,E OF THE TREES, SHRUBS, AND VINES. PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL TREES, SHRUBS, AND VINES WHEN NECESSARY TO PROVIDE THE SPECIFIED OR APPROVED STANDARD SHAPES, FORM AND/OR SIZES CHARACTERISTIC TO EACH PLANT. PRUNING MAY INCLUDE THINNING, TOPPING, AND/OR CUTTING AND SHALL BE UNDER THE DIRECTION OF THE ARCHITECT. CUT'S OVER 3/4 INCH IN DIAMETER SHALL BE PAINTED WITH APPROVED TREE SEALANT, ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED AND PLANTED WITH A CRANE Q. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED IN PLACE PRIOR TO THE DIGGING OF THE HOLE. PLANTING GROUNDCOVERS· A. GROUNDCOVERS SHALL BE PLANTED IN THE AREAS INDICATED ON THE DRAWINGS. THE ORDUNDCOVER PLANTS SHALL BE ROOTED CUTTINGS GROWN IN FLATS, AND SHALL REMAIN IN THOSE FLATS UNTIL TRANSPLANTING. B. ALL GROUNDCOVER PLANTS SHALL BE PLANTED WITH SOIL AROUND ROOTS IN STAGGERED ROWS, EVENLY SPACED AT THE INTERVALS CALLED OUT ON THE DRAWINGS. C. D. E. THE GROUNDCDVER PLANTS SHALL BE PLANTED SUFFJ. CIENTLY DEEP TO COVER ALL ROOTS AND A PLANTING TA8LET SHALL Bf, PLACED IN EACH PLANTING HOLE. AS PER MANUFACTURER'S SPECIFICATIONS, AND SHALL BE IMMEDI· ATELY SPRINKLED AFTER PLANTING UNTIL THE ENTIRE AREA IS SOAKED TO THE FULL DEPTH OF ALL THE HOLES. THE GROUNDCOVER PLANTING AREA SHALL BE HAND- SMOOTHED AFTER PLANTING TO PROVIDE AN EVEN, SMOOTH FINAL FINISH GRAOE. GRQUNDCOVER SHALL BE PLANTED WITMIN 12" OF MAIN PLANT STEM WHERE SHRUBS AND TREES ARE PLANTED. F. A 3" DEEP LAYER OF MULCH SHALL BE INSTALLED IN All NON• TURF PLANTING AREAS LESS STEEP THAN 3: I. SU SMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO SULK DELIVERY TO SITE. SODDING OF LAWN AREAS: A. B. C. D. AFTER LAWN ARl"AS WHICH ARE TO BE SODDED ARE ROTOTILLED, SOIL CONDITIONERS INCORPORATE, ROCKS AND DEBRIS REMOVED, THE CONTRACTOR SHALL INSTALL APPROVED SOD. PRIOR TO PLACEMENT OF SOD, THE AREAS SHALL BE FINISH GRADED SMOOTH WITH A UNIFORM GRADE BETWEEN WALK, CURBS, STEPS, AND BUILDINGS. THE CONTRACTOR SHALL OBTAIN APPROVAL OF FINISH GRADES PRIOR TO PLACEMENT OF SOD. SOD SHALL BE LAID GRADE ELEVATIONS. SLOPE OF GRADE). IN STAGGERED ROWS, FOLLOWING THE (DD NOT LAY SOD PERPENDICULAR TO SODDED AREAS SHALL BE THOROUGHLY WATERED AND KEPT CONTINUOUSLY MOIST AS REQUIRED. E. BE-SODDING: SODDED AREAS WHICH DO NOT SHOW A PROMPT CATCH OF GRASS WITHIN 10 DAYS AFTER INSTALLATION SHALL EJE RE-SODDED UNTIL AN ACCEPTABLE STAND OF GRASS IS ACHIEVED. !:iERBICIDE APJ.'.LJ.GATIQJ.L PRE-EMERGENT HERBICIDE SHALL EJE APPLIED TO GAOUNDCOVER AREAS ONLY, AND IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3.7 CLEAN UP: AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK. CONTRACTOR SIHAlL SWEl,P AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO PLANTINGS. DATE INITIAL ENGINEER OF WORK REVISION DESCR!PTI .. ON APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS -~ _,,,., ~~~-~----5 ... " """'"''' PLANTING RLA REVIEWFtJ Lan<bcar,e Arct.ite(lt\.:ire • F'lannjog SJ,c:ypark Qf!ice Pl8.Zi;l 9275 Skypsrk Court, Sulte 150 San Dit,go, CA 92123 8o8.2a2.2020 • Fo.:< 658.292.2027 -11 AS BU IL_ T fl _",,_ DATE EXP. -·· --·~ BY: ~---~"~~~---INSPECTOR DATE CJT~LAN?I~ D~!T~~SBAD J SHEETS 3b SPECIFICAT!ONS FDR: FOUR SEASONS RESORT AT AVIARA --""'" ~-r---·-·--'·'~ " -.... -~-~ ---EAST VILLAGE .,. APPROVED ---d:'#-1 /:,-/-Oz) -, .. ., ,._ ASS[STANT Pt:ANNJNG DIRECTOR ---.~ DATE ,,.,, -.. ,~. a~••••-• DWN BY: PROJECT NO. J DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: CT 95-02 346-7N h--~•ff~~---- OTHER APPROVAL CI TY APPROVAL RVWO BY< - 0 "' 0 I "" "" . C :z ,_ u w 3 er 0.. <( :z -----------------------------------•------'D ,----------------------------,------------------------------------------------------------------------------------, ABBREV. TREES ARC CUN. ARE. ROM CER. OCC. CHA. HUM. CHO. SPE. 'M.B.' C!N. CAM, CJP. ANA. ERY. COR. FIC. RUB GEi. PAR. JAC. MIM KOie, BIP. LAG. IND. 'MUS.' LIO STY. 'PA' MEL. I.IN. MET.EXC P!N. CAN. POD. GRA •IV HE,N WAS HOB SHRUBS BEG. RIC. )IC. /\NT, GRE NOE. ~EM HYB. HET. /\RB. UG, TEX _IR MUS L'R. MUS. S.S. LEP. SCO NAN OOM. PHI. SEI., PHO, 'RUB. PHO TEN'JS' PHO TEN. 'M.Q, PIT. TOEl. 'W D. RHA. ENC. RHA. IND. 'BAL ' 9/\P IND 'CLA.' RH~ .. SPR. STR. REG. TUP CAL. woo FIM. XYL. CON. PLANT LEGEND BOTANICAL NAME COMMON NAME SIZE SPACING ----- ARCHONTOPHOENIX CUNNINGHAMMIANA KING PALM 12 G I. /IS SHOWN ARECASTRUM ROMANZOFFIANUM UUEEN PAIM 8' 8 T AS SHOWN 12 BT AS SHOWN SPFCIAL AS SflOWr< WESTERN REDBUD 1 t\ GAL. AS Sl-<OVVN CERCIS OCCIDENTALIS CHAMAEROPS HUMILIS MEDITERRANEAN FAN PALM 4'-f' B.T 6'-8' 8.T. ASSl·OWN AS SH)WN CHORISIA SPECIOSA 'MAJESTIC BEAUTY' FLOSS SILK TREE CINNAMOMUM CAMPHORA CUPANIOPSIS ANACARDIOPSIS ERYTHRINA CORALL.,OIDES FICUS RUBIGINOSA GEIJERA PARVIFLORA JACARANDA MIMOSIFOLIA KOELREUTERIA BIPINNATA LAGERSTROMIA INDICA 'MUSKOGEE' LIOUIDAMBAR STYRACIFLUA 'PALO ALTO' CAMPHOR TREE CARROTWOOD NAKED CORAL TREE RlJSTYLE/\F FIG AUSTRAl.1/\N WILLOW -IACARANDA CHINESE FLAME TREE CRAPE MYRTLE SWEET GUM 36'' BDX AS SHOWN 36" BOX 48" BOX 118 SHOWN /\8 SHOWN 60" BOX AS SHOWN 48" BOX AS SHOWN '-8" BOX AS SHOWN 60" BOX AS SHOWN 36" BOX AS SHOWN 48" BOX AS SHOWN 60" BOX AS SHOWN 24" BOX AS SHOWN 36" BOX AS SHOWN 48' BOX /\S SHOWN 36' BOX AS SHOWN ,e" BOX AS SHOWN 60" BOX AS SHOWN 24" BOX AS SHOWN 24" 130X AS Sf-'OWN MELAU,UCA L.INARIIFOLIA FLAXLEAF PAPERBARK 36" BOX AS SHOWN 48' BOX AS Sf-'OINN METROSIDEROS EXCELSUS NEW ZEALAND CHRISTMAS 24" [)OX AS SHOWN TREE PINUS CANARIENSIS CANARY ISLAND PINE "4" BOX AS SHOWN J6" BOX AS SHOWN PODOCARPUS GRACILIOR rot;.()(AmJ£, HO'IWL.11 WASHING'IONIA HOBLJSTA FERN PINE Jo" llOX 1.[Nq L.f;Aff:17 '{Etu)LJ-W,:Dt;J 15 CiAJ_. MEXICAN FAN PALM A' ET AS Sf-<OWri Ac, s+v.1u ~l AS SHOWN BEGONIA 'RICHM"ONDENSIS' BEGONIA 1 GAL. 3' 0 C. DICKSONIA ANTARCTICA TASMANIAN TREE FERN 15 GAL AS SHOWN GREVILLEA NOELII GREVIU.1:'A 5 GAL AS Sf-'DWN HEMEROCAL.LIS HYBRIDS DAYLILY · GAL, AS SHOWN HETEROMOLES ARBUTIFOLIA TOYON 5 SAL AS SHOWN LIGUSTRUM JAPONICUM 'TEXANUM TEXAS PRIVET 5 GAL AS SHOWN LIRIOPE MUSCARI BIG BLUE LILY TJRF 1 GAL. '.J' 0 C 5 CAL. 2' O.C LIRIOPE MUSCAHI 'SILVERY SUNPROOF' LILY TURF 1l1AL itJ"OC L EPTOSPERMUM SCOPARIUM NEW ZEALAN:J TEA -REE 5 GIie AS SHOWN NAN DINA DOMESTICA HEAVENLY BAMBOO 5 GAL AS SHOWN PHILODENDRON SELLOUM PHORMIUM TENAX 'RUBRUM' SPLIT-l.EAF PHILODENDRON 24" BOX AS SHOWN PHORMIUM TENAX 'JACK SPRAT PHORMIUM TENAX 'MAORI QUEEN' PITTOSPORUM T(JBIRA "WHEELER'S DWARF' RHAPHIOLEPIS INDICA 'ENCHANTRESS' RHAPHIOLEPIS INDICA 'BALLERINA RHAPHIOLEPIS INDICA 'CLARA' RHAPHIOLEPIS INDICA 'SPRINGTIMF.' SlRELITZIA REGINAE TUPIDANTHUS CAL YP1RAT\JS WOODWAR)IA FIMBRIATA XYLOSMA CONGESTM NEW ZEALAND FLAX NEW ZEALAND FI .. AX NEW ZEAL AND FLAX MOCK ORANGE INDIA HAWTHORNE INDIA HAWTHORN!:' INDIA HAWTHORN INDIA HAWTHORNE BIRD-Or-PARADISE TUPIDANTHUS GIANT Cr1AIN FER.'11 SHll'\JY XYLCJSM/\ 1 GAl.. SGAL 5 GAL. 5 GAL. 5 (JAi 5 CAL 1 b GAL. ?4" ROX 24" BOX 15 ()Al~ 1 GA:. 24" oc AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SrKNVN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS Sr!OWN AS SHOWN REMARKS DET. NO. ----;_ ___________ _ DOUllLe ANO TRIPLE SINGl.E /\ND DCJUBI E TRUNK :l T'1UNKS ·· TAGGED EJV ll L CUNNING~ (9d9) G46-7191 MIN. '.J' HT. X 3' SP, MULTI :J-5 TRUNKS 4-5 TRUNKS MIN 1 fi' HT X 7' SP , !'RUNK UPRIGHT MIN \4' HT. X 6' SP., TRUNK UPRIGHT MIN 1B' HT, X 7' SP.; TR'JNK UPRIGHT MIN 18' HT. X 9' SP.; TRUNK UPRIGHT MIN 16' HT. X fl' SP., TRUNK UPRIGHT MIN, 12' HT. X 9' SP.; TRUNK UPRIGHT MIN. 14' HT. X 10' SP.; TRUNK UPRIGHT MIN. 1 O' HT X TSP.; MUL fl MIN 12' HT X 8' SP: MUL JI MIN 16' HT. X Hl' SP.; M'.JL Tl MIN, 10' HT. X 4' SP.; TRUNK UPRIGHT MIN.ll'Hl X8'SP.:MULTI MIN. 14' HT. X 10' SP.; MULT' MIN 11' HT. X B' SF .. MULTI MIN H' HT. X 10' SP.; MULT MIN 16'H~ X12'SP .. M,JITI MIN 7' HT X 5' SP.; MUUI MIN. 12' HT. X 4' SP., MUL Tl MIN 1 :J' H , .. X 7' SP.; TRUNK UPRIGHT MIN 15' HT. X 9' SP.; TRUNK UPRIGHT MIN 10' HT. X 5' SP; MLJL Tl MIN 10' H',; TRUN.K llPfW;HT MIN 14' l·I''. : TRUNK ur'Rl(iHT MIN 12' 11 T. X 6' SP.; THUNK UPRIGH I D D [J D Alv D ) A/C A/C NC A/C NC A/C A/C 8 8 B A/C B R 8 B B A/C 8 NC NC 8 A/C A/C NC A D -----------·--·--·-··--------·· ·------- f-ULL, BUSHY, GOOD COLOR FULi .. BUSHY, GOOD COLOR FULL, LJUSHY. GOOD COLOR FULi. .. !3USHY. MULTI-COLOR "I.OWF:RS FUL.l, RUSHY. GOOD COLOR FULL, !3USHY, GOOD COLOR HJL.l, BUSHY. GOOD COLOR FULL. BUSHY, GOOD COLOn FUU __ BUSHY. GOOD COLOR f'Ut 1 .. , BUSHY. GOOD COLOR FUI..L., BL:S'-IY. GOOD COLOR FULL. flUS"IY. GOOD COLOR FULL, RUSHY, GOOD COL OR FUL.l., RUSHY, GOOD COI.OFl FUU, BUSHY, GOOD COLOn FGLL, BUSHY, GOOD COi.OR f-l;l.L, BUSHY. GOOD COLOR Fl;LL. loLJSHY. GOOD COLOR FULL. IJUSIIY, GODO COLOR FULL. IJUSHY, CiOC)O COLOR l'ULL, lJUSHY. GOOD COLOR F"l;LL. ElUSHY, GOOD COLOR FULL. BUSHY, GOOD COLOR FlLL, ElUSIIY, ciOOD CDLOH FULL. BUSHY, GOOD COLOR eF/H E/F E/F F/F E/f- E/F/H EIF/H EiF/H o/F E/H Elf f- E/F E/F (le F/F F./F E/F F/F b'f E/F f' VINES ROU. 'L.J.' BOUGAINVILLEA l./\ JOLLA' BOUGAINVILLEA BO:J, 'S.D.R.' BOUGAINVILLEA 'SAN DIEGO RED' BOUGAINVILLEA Ci..Y CAL CL YTOSTOMA CALI.ISTEGIOIDES VIOLET TRUMPET VINE FIC F'UM. FICUS PUMILA CREEPING FIG 908 BAN. ROSA BANKSIAE LADY BANKS' ROSE TRA. JAS TRACHELOSPERMLJM JASMINOIDES STAR JASMINE GROUNDCOVERS ANNUAL COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT GAZ. SPL GAZANIA SPLENDENS 'MIXED COLORS' TRAILING GAZANI/\ l.AWN MARATHON Ill NA. PE:v.' NAC-LA R'.E]Z.tf.NS NcN Hc.rrt · VO!'.'T f.A,fl".lrfc'.';, "',HAµ. bf_ IN51ALlW Pr:-R (...IT( OF CAl2l.:'&-17 Ci[litXUNf...S ANv' t::t:,AJL-I, ")-lflT 33. 5 GAL. AS SHOWN 1 GAL. 4'0.C 15 GAL, 20' O,C. 1 GAL. 4'0.C. 15 GAL. 2D>'O.C. 1 GAL 2' CJ C I GAc 15'0.C 15 GAL. 20' o.c, 4" POTS AT 8"0,C FLATS AT 18"0 C. SOD 1 "'i'AL AT 2o'Dc;. " . _, DATE INITIAL . ENGINEER OF WORK ·- .. ._, Fl/l L, GOOD COLOR FUL.L, GOOD COLOR FULL. GOOD COLOR FUCL, GOOD COLOR FULi., GOOD COI_OR FULL, GOOD COI_OH FULL, GOOD COLOR FULL, GOOD COLOR SEE SPECIFICATIONS __ ,,, .. ,. , . ., " . - -- -·--- " U---••• ,.,, .... ,, ,., .. , .-.. ~ ..... ,_ .. ' - .. -··--' . -- REVISION DESCRIPTION E/F F/H E/F G/..J G G/J f'/f/H E/F H H t/F/H APPROVED FOR PLANTING tand9ceripe Arohit,~oture • Plannln~ La Jollo. Ceotr1: II 921)6 TQWmt c-entre DrJv&, 9u..tte ~40 ...,,,--,. San Ni,.;'!:o, tA 92121-3002 866.050.1075 • !~~:;a: 8::')6,550.1680 11 AS BUILT 11 AND IRRIGATION ONLY, INCLUDING PRECISE DATE RLA EXP ... LOCATION OF PLANTING REVIEWED B\: AREAS ~ ---· INSPECTOR DATE I s;:r I CITY OF CARLSBAD II SHEETS I ' ' .. --PLANNING DEPARTMENT '¾, - _., PLANTING LEGEND 'OR: ~--" -· FOUR SEASONS RESORT AT AVIARA EAST VILLAGE . APPROVED //·., ,-// // / _I, (/~ I 6-/.--CJZ.. . .--//?j_/4 L~/ l / 7. ,1 ·-ASS!Sl<AW PLAN;(!Nt DIRECTOIJ/ DATE ·--·-; , DATE INITIAL DATE INITIAL OWN BY: PROJECT NO, DRAWING NO. CHKD BY: -CT 95-02 346-?N OTHER APPROVAL ctn APPROVAL RVWD BY: - 0 N 0 I "' er C z r u cJ -, Bi a.. "' '----------------------------------------------------------------------------------------------------------------------------------·--------------------------------·-------......115