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Home My WebLink AboutDWG 366-9L; CT 97-03; RANCHO CARRILLO VILLAGES E,F,K&P - RECYCLED WATER; 01-40RECYCLED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S "CARLSBAD RECLAMATION RULES &c REGULATIONS FOR CONSTRUCTION OFRECLAIMEO WATER MAINS" DATED OCTOBER, 1993. 2. DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY OF RECYCLED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECYCLED WATER ENCROACHMENT ON PUBLIC FACILITEIS SUCH AS PICNIC TABLES, BBQ'S, PLAYGROUNDS. SANO TOT LOTS, ETC. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO Ti-'E BEST EXTENT POSSIBLE, PONDING, RUN-OFF, OVER-SPRAY AND MISTING. 4. HOSE BIBS ARE ST RIC TL Y PROHIBITED. 5. ON-SITE CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES ANO REGULATIONS. *8. THE IRRIGATION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10•DO P.M. AND 5,00 AM. THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME WITH QUALIFIED SUPERVISORY PERSONNEU. 9. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT 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 DR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. ALL IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER~SPRAYING ON ALL SIDEWALKS, STREET AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMSCSPIKES NOT EXCHANGABLE 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 'REYCLED WATER', COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH, PER THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT'S RULES ANO REGULATIONS. 15. ALL POTABLE WATER AND RECYCLED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 16. WHEN A POT ABLE WATER LINE AND RECYCLED WATER LINE CROSS, THE RECYCLED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POT ABLE LINE, FOR A TOTAL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECYCLED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INST AL LEO ABOVE THE RECYCLED LINE. 18. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. *19. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND A COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENT AL HEAL TH PRIOR TO ANY USE OF RECYCLED WATER. 20. QUICK COUPLING VALVES USED IN f<Jfbr'CU'-P WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: RECYCLED WATER: QUICK COUPLING VAVLES USED IN RECYCLED WATER SYSTEMS SHALL HAVE ACME TYPE THREADS (SPIKES NOT INTERCHANGEABLE WITH POT ABLE WATER QUICK COUPLER SPIKES) AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO THE VALVE QUICK COUPLING VALVES. QUICK COUPLING VALVES SHALL BE NELSON NO. 76-48, HUNTER NO. HV1DOA-RL -NP OR APPROVED EQUAL. 21. AN ANNUAL CROSS CONNECTION INSPECTION SHALL BE DONE EITHER BY CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENT AL HEAL TH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. * 22 DEVELOPER SHALL SHOW THE LOCATIONS Of ~t,~~~"DO NOT DRINK" ON THESE PLANS. *23. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDU"l SHALL SE FAMILIAR WITH PLUMBING SYSTEM WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS CONNECTION PROTECTION AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENT AL HEAL TH AND THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT FRANK WAJERT AT 619-247-8435 ---~~------ AFTER HOURS CONTACT FRANK WAJERT AT 619-247-8435 ----------- 24. SHOW ALL PUBLIC AND PRIVATE POTABLE WATER LINES ON THE PLAINS. 25. ON ALL ~c.t..$1) WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.l SHALL BE COLOR CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. * ITEMS NO'S 8, 19 AND 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECYCLED WATER. ITEM NO. 22 THE SIGNAGE PLAN SHALL BE A PART OF THIS 1.P. BUT THE SIGNS AND TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF RECYCLED WATER. SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON A 8112" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 1 r BLACK LOGO ;--PURPLE BACKGROUND I 36" ~-1" BLACK LETTERS WM ING RECYCLED WATER DO NOT DRINK ECYCLED WATER W SH HANDS />fTER CONT ACTING LAVE SUS M OS DESPUES DE USAA i 12" X 36" SIZE . 016 ALUMINUMT.060 ABS PLASTIC OR S ICK-ON VINYL SIGNS. ~-1" BLACK LETTERS ,___ 2" BLACK LETTERS - Cl) ~ FUTURE RECYCLED WATER SYSTEM (PRIVAT5f>UBLIC) RANCHO CARRILLO p ATER METER #39 (NEW) AT LOT 293 HYDRAULIC GRADIENT 700 FT ELEVATION ATP O.C. 455.7FT VILLAGES GUIDELINES FOR RECYCLED WATER USE 1. IRRIGATE BETWEEN THE HOURS OF 10•0D P.M. ANO 6•00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL 01',.SITE. NO SYSTEM SHALL AT ANY TlME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING AND PONDING. THE ."PPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOT AL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. 3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTl'WL OF THE CUSTOMER. FOR EXAMPLE. POOL DECKS, PRIVATE PATIOS, PRIVATE LOTS, STREETS AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AJNO MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS. UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT 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 IMPORT ANT THIS IMFORMATION BE DISSEMINATED ON A1N ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH ANO EVERY ONE OF YOUR EMPLOYEES. 6. DBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ONSITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL SE TAGGED WITH 3" X 4" IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4'', PURPLE IN COLOR WITH THE WORDS "WARNING RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISD -AGUA IMPURA -NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT ANO BLACK IN COLOR. USE TAGS AS MANUF ACT UR ED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG $HALL BE ATTACHED TO EACH VALVE AS FOLLOWS• 1. ATTACH TO VAL VE STEM DI REC TL Y OR WITH PLASTIC TIE·WRAP OR 2. ATTACH TO SOLENOID WIRE OIRECTL Y OR WITH PLASTIC TIE-WRAP OR .3 ATTACH TO VALVE COVER WITH EXISTING VAL VE COVER BOLT. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WAJ:ER SPRINKLER HEADS. 9. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS1 INCH HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. 1D. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER ANO POT ABLE WATER. SEPARATION SHALL BE PROVIDED BY CONCRETE MOW STRIPS, OR OTHER MEANS AS APPROVED BY THE WATER DISTRICT AND DEPARTMENT OF ENVIRONMENT AL HEAL TH. INSPECTION PROCEDURES 1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES. B. TRENCH DEPTH. C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALL Yl. D. PIPE IDENTIFICATION E. POINTS-OF-CONNECTION CPOC'.Sl. F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS. G. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECYCLED WATER (IF RECYCLED WATER IS USED FOR CONSTRUCTION). AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CTY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY DEPPRTMENT OF ENVIRONMENT AL HEAL TH PRIOR TO FINAL INSPECTION AP PROV AL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE• A. E, F, K, & P R (EXISTING} AT ROAD SIAIION iG-.20 PASEO VALIN DO (SEE; ~ANCHO CAR~ILLO OWG . ..ll'.!,;_UJ FOR LOCATION -VERIFY HYDRAULIC GRADIENT 700 FT_ ELEVATION AT P.O.C. 458 FT. STATIC PRESSURE 105 PSI OISCHARGE MIN 8 MAX, 65 GPM ~STATION CONTAOl.l.eR n~:XISitNG).!tlr: W/FLOW METEA P~RMANENT .l,.ANOSCAPE / MASTER HOA ~STAT!ON CONTROLLER {EXISTING)~ W/FLOW METER PERMANENT LANDSCAPE/ INDIVIDUAL (RELOCATE TO ROAD STATION 43-t-2D RANCHO BRAVADO) ~ RECLAIMED METER ON 2" SERVICE LINE (EXISTING) LI:... BACKFLOW PREVENTER DEVICE ANO PRESStJFIE RE:GULATOR ON 2~ PLUMBING(EXISTING) 2..-=2..:...-MASTER VALVE 1,1/2" FLOW SENSOR SET PRESSURE AT JJi. PSl.(EXISTING) RELOCATE ONE (1) MASTER VALVE TO ROAD STATION 43-+20 FOR CONTROLLER "UC .. l"RrviFX"'i'l"l""i"""l'lii'li"Fl'~----....,--4~~jj:11----....,, METER #40 (NeW)ATLOHSS HYDRAULIC GRAOlf;:NT 700 FT. ELE:VATlON AT P.O.C. -439 FT. STATIC PRESSURE 113 PSI 01$CHARGE~ MAX. 2S GPM 1M /.lf:7eR. R METER #8 (EXISTING) AT ROAO STATION'"'"'" MELROSE ORIVE (SEE RANCHO CARRILLO DWG 311-1l l FOR 1.0CATION • VERIFY HYORAULIC GRAOJENT 700 FT ELEVATION AT P.0,C 295 FT. STATIC PFIE.SSURE 175 PSI OISCHAAGE MIN 8 MAX. 65 GPM ~STATION CONTROLLER (eXlSTING) :l,.J: W/FLOW METER PERMANl:.NT l.ANOSCAP!;: I INO!VIDUAL OWNE:i=I J..:.l.:_ !=ICGLAIMeO Mere~ ON 2'" S~AVICE LINE (EX!Sl'ING) .1..:...2:.... BACKFLOW PFtEVENTEF\ OE.VICE. ANO PRESSURE REGULATOR ON 2M PLUM81NG(E)OSTING) ~ASTEfl VAi,.VE; 1-112· FLOW SENSOR. SET PRESSURE AT 12.Q PSl.(EXISTING) ,. STATIC PRESSURE 106 PSI OISCHARGE MIN 9 MAX. 25 GPM .12_$TATION CONTROLLER (Ne.W) "293-A'• FROM RQAO STATION PERMANENT LANDSCAPe: / MASTER HOA 1-'c---.,.,-~-----ME1E:R ON 2·· Sf;:IWICE LINE {NEW) .J.:'..._$ACKFLOW ?AE;VENTER DEVICE ANO PRESSURE;; REGULATOR ON t·· PLUMBING(NEW) SC.T <!,. 8(),PSJ .1'..'..,...,_,MASTE,ei VALVE (Nl='.W) ..r.:..._FLOW SENSOR {NEWJ. KEY MAP )00 151) 0 300 H l 600 GRAPHIC SCALE I'= 300' Legend COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTlON OF AREAS NOT APPROVED FOR RECEIVING RECYCLED WATER. _......,,___ Existing Potable water system --R.. -Existing I\EOr'l,U!P · water system 3. WARNING SIGNS AND LABELS. QUICK COUPLING VAL YES. B. C. D. AI_L ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. E. F. G. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. REQUIRED PROTECTION OF WELL, STREAMS, RESERVOIRS, ETC. CROSS-CONNECTION. ANNUAL INSPECTION $HALL INCLUDE• A COMPLETE INSPECTION WHICH SHOULD COVER PART A, PART B•AND PART G DISTRICT FINAL !NSPECTION. OF THE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, CITY PLANNING DIRECTOR AND OiSTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT IHAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONAL CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. --- 0 Proposed ~~P water system ~ water connection point meter and backflow Controller Location ~P Water· Do Not Drink" signs -See this sheet (12"x36") Typical ( ZS ea.) places. SI-I ~e.-r I N~X C-. H. W D ilfl.-f'.-~ I RR I qA-170N PtJ,..N-$ 1AA14:iATION W'1At!_!:> 1 RR..l&,ATJON ~ fi'ND 1/2..F!J.!-{ATTCI-/ ~-+ Nares I~ R16,i)!..;f1Df..L C-J>../..L.IJ 1-,1>-.TTcv--/'::> -~" - \ \ \ \ \ \ \ \ \ \ \ \ I \ ,,,r, FP A 5H1. 0 l'l-Z.O i 21-'23 I'---z+ ~-71 0 u; 0:: METER #38A (NEW) AT ROAD STATION...,. ~MICHO BRAVADO HYDFIAULIC GRAOIENT 700 FT. ELEVATla.N A.T P.O.C. 405 FT. STATIC PRESSU~E 126 f'S! ?!$CHARGE MIN 3 MAX.~ ~STATION CONTROLLER (RELOCATED) .::L: FROM AOAD STATION 101+-80 MElSROSE DRIVE PERr.AANENT LANDSCAPE f MASTER HOA ]·1.'2"" RECLAIMED Mf:Tl;.R ON 2M SERVICE LINE (NEwJ 1-1/2" BACKFLOW PREVENTl:R OEVICE AND PRESSURE Al;OUL.ATOR ON re PLUM$I1'!G(NEW) 2*' MASTER VALVE: {Rl:;l-OCATED) FROM ROAD STATION 101 .. eo MELROSE DRIVE SET REGULA TOA A'f .U..PSJ. 1:..1::&::._FLOW SENSOR (RELOCA lED) FROM ROAD STATION 101+/;!0 MELROSE DRIVE METER #38 (NeW) AT ROAD STATION ◄3♦2D RANCHO 8RAVA00 HYDRAULIC GRADIENT 700 FT, ELEVATION AT P.0.C. 405 f!T, STATIC PRESSURE 128 r'S! DISCHAF\GE:...Ml!i..a... MAX 65 GPM il.STATION CONTROLLER (l'<ELOCATEOl 'J.lc:: FROM ROAO STATION 16+20 PASEO VALINOO PERMANENT LANDSCAPE/ MASTER HOA L_ R~CLAIMEO METER ON 2" SERVICE l,.IN~ (NEW} .r..._sACKFLOW PREVENTER DEVICE ANO PRESSURE REGULATOR ON 2" PLUMBING(NEW),.SiE7~ I/ORS/ Z:.......MASTER VALVE (AE:LOCATeO) FROM ~OAO STATION 1$+~0 PASEO VAt,.tNOO 1'.U2.:..,FLOW SENSO~ (J'IEWj, ••• 1· scu. CUT Of fNCW.U.5 VICINITY MAP NOT TO SCAL( 1' AS BUILT" !UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD ANO THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEAL TH 1$ CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSISLITIES FOR PROJECT DESIGN. Landsco.pe Architecture • Planning La Jolla. Centre II TITLE DATE REVIEWED BY: ~ Q_ >-,._ - In Order to Conserve Water ... RECYCLED WATER DO NOT DRINK IN USE NO TOME EL AGUA WASH HAf',[)$ AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAR 18" X 18" SIZE .016 ALUMINUM 1 _.060 OR STICK-ON vlNYL ABS PLASTIC SIGNS. NOTE: THIS PLAN FOUNTAINS PONDS. HAS NO DRINKING OR ORNAMENT AL REVIEWED BY: ~,\ w &cV----NG1ER1NGPLANCHECKER CARLSBAD MUNICIPAL WATER DISTRICT THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WAJ.Bj; CONSERVA IQl'I PLAN, FIRE PROTECTION PLAN, AND A~Y/ C NDITIO_N .' 0 )(~OVAL RELATED TO LANDSCAPING. 3Y• ' ' DATE: 0/7/4&i, Revisions must be approved by Public Health Engineer, City Planning Director i< District Engineer prior to impfementotion in field. DISTRICT APPROVED CHANGES 9255 Towne c.,ntre Drive, Suite 340 San Diego, CA 92121-3002 619.550.1575 • F'ax 550.1580 INSPECTOR DATE DEVELOPER' s NAME:CONTINENT AL HOMES INC. CARLSBAD MUNICIPAL WATER DISTRICT ADDREss,12230 EL CAMINO REAL, SUITE 300 SAN DIEGO, CA 92130 Sheat I CITY OF CARLSBAD ENGINEERING DEPARTMENT TELEPHONE:619-793-2580 CMWD TITLE SHEET FOR: DATE PLAN ONA INC. BENCH MARK RANCHO VILLAGES CARRILLO E,F, K, & P 10 Sheets ~. Cg I --L-/f• 99 No. Description Approved Date Description ___________________ f-----------=~~-------------f APPROVED WILLIAM PLUHR, DISTRICT ENGINEER Dote :.::::::f.,~,f-!R!.:.·!::::c.:.!:Ec:..· ~2~8.'...17~6'---:----:-:-:-::--~:-::-::-:=:--------{--l-------------------l-----l----l Loco-ti on ____________________ _ SAN D[EGO COUNTY DEPARTMENT «~7.IL~ 3-IY-77 ASSISTANT P NNING DIRECTOR DATE OF ENVIRONMENTAL HEALTH ,.. ( "( '1.-/ _4, 1----+----------------+-----+-----t Record From ________________ _ l< · L ,t,,u$-J 0-:1 I .··~,m.:<::::::: .:-J...! El ti D tu ;-"M'~P"'Roc,.,v'c!E'c-D"'e""y'-, -=---,,, "'7'r--'-'--'-'"'""'>'-==-----Dote eva an---------" m --------- Drwn. PROJECT NO. DRAWING NO • cnecked C.T. 97-03 366-9L t l l.Elli=BAL NOT.la§..; 1. THE CONTRACTOR MUST NOTIFY THE CITY PLAN CHECK CONSULTANT (619) 438-1162, EXTENSION #4221, 72 HOURS (THREE WORKING OAYS), PRIOR TO STARTING CONSTRUCTION. 2. THE LANDSCAPE OR IRRIGATION CONTRACTOR IS TO VERIFY EXISTING P.S.I. AT JOB SITE PRIOR TO INSTALLING LANDSCAPE IRRIGATION SYSTEM. VERIFICATION SHALL BE MADE WITH THE APPROPRIATE WATER DISTRICT. 3. ALL REDUCED PRESSURE BACKFLOW PREVENTERS SHALL BE TESTED AFTER INSTALLATION, RELOCATION, OR REPAIRS BY A CITY APPROVED CERTIFIED TESTER. CALL 438-2722, EXT. 152 FOR A LIST OF CITY APPROVED CERTIFIED TESTERS DEVELOPER/OWNER IS RESPONSIBLE FOR SUPPLYING A COPY OF THE TEST RESULTS TO THE CARLSBAD MUNICIPAL WATER DISTRICT, 5959 EL CAMINO REAL. 4. CONSTRUCTION SCHEDULE, A. PRIOR TO ISSUANCE OF GRADING PERMITS, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. B. SPECIAL CONSIDERATION SHALL BE GIVEN TO WATER AND ELECTRICAL SERVICES. C. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. D. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AT EACH LOCATION IS ACHIEVED. 5. IRRIGATION, A. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 6. PLANTING: 7. A. PLANTING AND IRRIGATION FOR THE AREAS DESCRIBED ABOVE UNDER NO. 5 SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN JO DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. SLOPE PLANTING STANDARDS: A. SLOPES REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: 1. STANDARD #1 -COVER CROP/JUTE MESH COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FDR CITY APPROVAL PIROR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE ANO MANN!:R SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF JUTE MESH SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. JUT!: MESH SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR JUTE MESH MAY BE USED. 2. STANDARD #2 • GROUND COVER ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIXE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHl'l ONE YEAR). 3. STANDARD #3 • LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). 4. STANDARD #4 • TREES AND/OR LARGE SHRUBS TREES ANO/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM OF ONE (1) PLANT PER TWO HUNDRED (200) SQUARE FEET. B. AREAS OF APPLICATION • SLOPES 6:1 OR STEEPER AND: C. 1 _ 3 FEET OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT T 0 PUBLIC WALKS OR STREETS REQUIRE A MINIMUM STANDARD #1 (COVER CROP AND JUTED). 2. 4 FEET TO 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2 AND #3. 3. IN EXCESS OF 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, #3 AND #4. SPECIAL CONDITIONS 1 -AREA$ GRADED FLATTER THAN 6:1 REQUIRE STANDARD # 1 (COVER CROP) WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: 1) SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. 2) A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. 3) IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT 8. IRRIGATION & I • • D. AREAS TO BE HYDROSEEDEO SHALL FIRST BE DISKED OR ROTOTILLED TO PROVIDE A FRIABLE, LOOSE SEED BED. SLOPE IRRIGATION STANDARDS: A. WATER SERVICE (POINT OF CONNECTION) INSTALLATION, TEMPORARY OR PERMANENT, SHALL BE IN PLACE TO COINCIDE WITH PLANTING TIMING SPECIFIED IN SECTION E.3-1 OF TIIE CITY OF CARLSBAD LANDSCAPE MANUAL. B. PIPE 1. ON GRADE PIPE IS NOT ALLOWED UNLESS IT IS DEMONSTRATED TO THE SATISFACTION OF THE CITY THAT THE ROCKY CONDITION OF THE SLOPE WOULD PREVENT TRENCHING. IN CASES WHERE ON GRADE PIPE IS ALLOWED, IT SHALL BE THE GALVANIZED TYPE OR UVR RESISTANT PVC APPROVED BY TIIE CITY. 9. LETTER OF CERTIFICATION (INSTALLATION): A. THE LICENSED DESIGNER OF RECORD FOR ALL THE PROJECTS REQUIRING 1.ANDSCAPE PLANS SHALL SUBMIT A LETTER TO THE CITY STATING THAT THE PROJECT HAS BEEN INSTALLED IN SUBSTANTIAi. CONFORMANCE WITH HIE APPROVED PLANS AND SPECIFICATIONS. 10. AS-BUILTS: A. PRIOR TO FOR THE APPROVED RELEASE OF BONDS, AS-BUILT LANDSCAPE PLANS BONDED WORK SHALL BE SUBMITTED TO AND BY TtiE CITY. B. CONTRACTOR SHALL DRAFT AS-BUILT INFORMATION ONTO HIS FIELD SET AS WORK PROGRESSES. C. CITY INSPECTOR SHALL APPROVE CONTRACTOR AS-BUIL TS BEFORE TURNING THEM OVER TO THE LANDSCAPE ARCHITECT, ALONG WITH THE CITY MYLARS. D. LANDSCAPE ARCHITECT SHALL ADD AS-BUil T INFORMATION T 0 CITY MYLARS AND RETURN THEM TO THE PLANNING DEPARTMENT. E. PLANNING DEPARTMENT SHAI.L REVIEW AND APPROVE AS-BUILT MYLARS BEFORE ORDERING PRINT PACKAGE PLANTING PLANS FOR: /' /" K~----1"' ' . /// '4-~~'-' I, ' /, Ii/ I!/ 7 ' II ' ,~ / 7 600 ,00 ------.. -, ... .,. -.. ~···-~-~,a•- ·-~- ····-~··, ·-··-~--~- ····--~--~-'- ' \ --· \ \ \ ~ .. -, .. ', ... ~ ... ~,-- ' \ -· SHEET INDEX CMWD TITLE SHEET TITLE SHEET CONSTRUCTION PLANS CONSTRUCTION DETAILS CONSTRUCTION SCHEDULES PLAY AREA DETAILS CONSTRUCTION SPECIFICATIONS IRRIGATION PLANS IRRIGATION DETAILS IRRIGATION LEGEND IRRIGATION SPECIFICTIONS IRRIGATION CALCULATIONS PLANTING PLANS PLANTING LEGEND & DETAILS PLANTING SPECIFICTIONS KEYMAP N PAClflC OC(AN ,, SHEET NO. 1 2 3-4 5 6 7 8 -11 12 20 21 -23 24 25 -27 28 29 -37 38 39 -40 VICINITY MAP NOT TO SCALE 11 AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE ALA EXP. LOCATION OF PLANTING REVIEWED BY; AREAS INSPECTOR ! SH~T I CITY ' OF CARLSBAD PLANNING DEPARTMENT -----~~-~ ·-Tl TLE SHEET FOR: ' RANCHO CARRILLO VILLAGES 'F -I F, K & P' ~ 98 016 - DATE DATE I s40s I APPROVED //~ 7",?-7, 3-fC:9f -·-·~·., .. ~ .... ,. ASSISTANT PLANNING DIRECTOR DATE DWN BY: I DRAWINC NO. I DATE INIT!Al DATE INlflAL DATE INITIAL PROJECT NO, _____ ,,, __ REVISION DESCRIPTION CHKO SY: C,T_ 97-03 I 366-9L, L11.ndscapii ArcbH<!lctur\!I • Pl"'-JU:itn& ', Ln. Joll11. Cenln, IJ Q255 Towne Cent,e Drlvt,, Pulte 340 11...1,,-""\ S11.Q Plega, CA 9:0::l~h~00-3 ENGiN£[R OF WORK OTHER APPROVAL CITY APPROVAL RVWO BY: a1s.Mo.1075 • F"':ii: oeo Joao I .__ ________________________ , _______________________________________________________________ _28~a::i-0~1c2a~ ____________________________________________________ _J , CMWD 98-510® J -t. 0 I I () ' ~ b\ -;_, \ ,1 I \ \ - '-.C ' --,, - LOT 253 I I 0 Landaoape ,'l;rchjtf;!Qt.ure • Pli,.nnln11; Le. JoUa Ce:0.tre II 9266 Towne Centre Drive, Suite 340 $an Di~go, CA 92121-3002 619.550.15'75 • Fe.x 550.1580 \ \ \ \ \ e.1j1l· PASEO GANADERO LOT 241 10 20 40 I ' -" - ~---------.... - GRAPHIC SCALE IN FEET F SHEET SIZE IS LESS THAN 24" X 35·· IT IS A REDUCED PRINT SCALE ACCORDINGLY, -- "" ,. ... _,, ~-·- DATE INITIAL ENG I NEER OF WORK REVISION DESCRIPTION 0 \ 0 0 ' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS -LTI LEGEND Q-DETAIL ~SHEET NO_ ,,;-,.___REFER TO_FINISH SCHEDULE \J SHEET---"'- II AS B lJ IL T II 98-011 DATE RLA EXP. REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD 1 s~t~s, PLANNING DEPARTMENT CONSTRUCTION PLANS FOR: RANCHO CARRILLO VILLAGES 'E F K&P' ' ' APPROVED -#&---5-/~9,Z - ASSISTANT PLANNING DIRECTOR DATE DATE INITIAL DATE INITIAL OWN BY: I PROJECT NO. I DRAWING NO, CHKO BY: OTHER APPROVAL C !TY APPROVAL RVWO BY: C.T. 97-03 366-9L • \ \ LO \ \ \ \ ...... ......__...._ -...... __ \ \ . ---j J,.A '( AfL-r:'A. f"L---A Y Af.'-fA f 1C-NIG TAf;;,L--f ~-----~--------L w b 0 Laudacape Architecture • Planning La Jolla Centre II 9255 Town~ Cti.Illre Drive, $1,1;itl';' $40 Sac 'Oiia!go, CA 92121-3002 619.550.15'75 • Fu: 550.l580 10 20 i -··----· -----.. --, .. , ....... GRAPHIC SCALE IN FEET IF SHEET SIZE IS LESS THAN 24" X 36" IT IS A REDUCED Pf11NT SCALE ACCORCINGL Y --- -- -·- DATE !NI !]AL ENG I NE ER OF WORK REVISION -r,, ..-::::~ I --- ' ' ·~ -·~ I I 40 I .I ~~~··-- "" DESCRIPTION n,n••~n ~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS I S+T I LEGEND ~DETAIL ~SHEET NO. G--REFER TO FINISH SCHEDULE SHEET_£_ "AS B LJ IL T 11 Rl.A EXP. REVIEWED BY: INSPECTOR CITY OF CARLSBAD PLANNING DEPARTMENT CONSTRUCTION PLANS FOR; '"'n 98-016 DATE DATE 15:~s I '" ~·--~~~ RANCHO CARRILLO "'""~•w-..-VILLAGES 'E,F,K&P' ~--~--I"----~- APPROVED ~v 5-1.f:f( ~-.,, . -,,,-?5>- ASSISTANT PLANNING D,RECTOR DAE OWN BY: PROJECT NO. DRAWING NO. ~ATE INITIAL DATE INITIAL --CHKO BY: C.T. 97-03 366-9L JTHER APPROVAL Cl 'Y APPROVAL RVWO BY: 10x10 WELDED WIRE MESH / ALL EXPOSED EDGES 1/2 " RADIUS SEE PLAN e .... . . . . ~ --.·.----------. ' . ' . ' . ' 2" SHRUB AREAS 1" LAWN AREAS A <O ' D 901/. COMPACTED SUBGRADE CONCRETE PAVING -WALK NOTE: 2/7 (96 SAND PLAY SURFACE ½" RADUIS (2)-•4 REBAR HORIZ. CONT. 12" OVERLAP !l SPLICES •4 REBAR VERT.!! 18" O.C. 4" P CC. WALK N . s1 • ~ • • , ,; • <1 , l-~-----.;:-~-~:,.i,-+-----1~ . . V I . . . 'C' ,;j • • V . ' 'l ·-.:-~[ ~ •_·..i-~~.v ,...---,,---,,.,_ ,: ~vi~ .<J~<:v • 4" CLASS II FILL 951/. COMPACTION <.D l 8" >i l THICKENED EDGE AT PLAY AREA SCALE: 1½"·1'-0" 8128/96 PLAY AREA CURB I I SAND SURF ACE I I / / 51-011 ..,___ ______ ______,,_ / FILTER FABRIC ' I DOUBLE LAYER- / - N 2/. MIN. 18" 4' DIA. PERFORATED DRAIN PIPE WRAPPED IN FILTER FABRIC I -- ~ __I 11 "'c,-1 I I 11 1 ~ 6" 6" ~ 901/. COMPACTED SUBGRADE PEA GRAVEL REFER TO PLAY AREA CONSTRUCTION NOTES, SHEET __ _ FOR ADDITIONAL INFORMATION ON PLAY AREA. © :~~~o SURF ACE/ORA NLINE 12/11/96 CONCRETE MOW CURB LAWN AREA (SEE PLAN) SCORE JOINT SEE NOTE •2 SHRUB AREA (SEE PLAN) 1 q . q N q -- <O • 3 REBAR CONT. ::::;-: -----""-------------~~-• ---j. e--<i-• _·. ~• __ 1-1 ➔1-t-1---90_/._C_O_M_PA_C_TE_D_S_UB_G_RAD_E B FINISH GRADE co 3" CONCRETE MOW SCALE: 3"·1'-0" 8" I I I N ----+---.! E PLAY AREA CURB 6" CURB NOTES: 1. REBAR SHALL BE CONTINUOUS W/12" OVERLAP. 2. PROVIDE½" EXPANSION JOINTS il 30' O.C. & 1/a" X 13/4" SCORE JOINTS !! 10' O.C. 3121196 (2)-•4 REBAR HORIZ. CONT. / 12" OVERLAP {) SPLICES 0 4 REBAR VERT.!! 24" O.C. WASHED PLASTER SAND FOR PLAY SURFACE 90/. COMPACTED SUBGRADE 8/28/96 F RESILIENT SURF ACE PER MANUFACTURER'S SPECIFICATIONS CONCRETE PAVING SAND . , . <D iio CLASS II FILL 901/. COMPACTED 951/. COMPACTION SUBGRADE '7111196 SAND AREA I. 21 11 --1 I 1-:-------~, 111--- -111-I I _Ill 111 11 ,0 =Ill 11 .Ill: SUMP W / CRUSHED ROCK --' ' ----".'.:~___!_'.!_~=~~=----1-+~• o' .. -11 I : a o :~-+---'--F lc:::_L T:_::E::_,:R__cF_:_A:::cBR"'-IC::____ ~-------,...,, 3/4 "-1-1/2" DIA. --l 2·-0" l .r ~ PLAY AREA SUMP SCALE:½"•1'-0" - I - Landscape .Architecture • Planning La Jolla Centre JI 9255 Towne Centre Drive, Suite 340 ,---..\ San Otego, CA 921:::ll-3002 a1g_550_1575 w, Fax 550.1560 1130197 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS II As B LJ I L T // RLA ____ EXP, __ _ REVIEWED BY; 98-016 DATE '----+----+---------+----+--+---+-_____,~~C-I_TY_O_F_C_A_R_L_SB_A_D~~o L2.J PLANNING DEPARTMENT ~ ----l--+---------------+----+----+--1-------< ~---------------- CONSTRUCT!Oh DETAILS FOR: RANCHO CARRILLO VILLAGES 'E, F, K & P' I----+---·-+-_-·--=--=--=---=---=---=---=---=---=---=--=----=---=---=---=--=--=---=--=--_--_______ +_=--=---=-_, ____ -____ -___ --__ +_-____ -___ -___ --+_~---------=--,-APPRCVFD ~ s-li'-zz Ass:STANT PLANNING DIRECTOR ~ATE t---+----+---------------+-----+-IN-1 T-1 A--+--□A-TE--+-1 N-1 T-1 A_,L OWN BY: -----DATE INITIAL t--□A_TE~ __ l-+--~---< CH~D BY: __ _ REVISION DESCRIPTION eNGINEER OF WORK OTHER APPROVAi CITY APPROVAi. RVWO BY: PROJECT NO. C.T. 97-03 DRAWi NG NO. 366-9L TWO (2J PART POLYURETHANE ----:---~ .... -=~-0/E JOINT FILLER ,, · COLOR TO MATCH ADJACENT PAVING 0 t, . . . ~ , . PREMDLDED POLYFOAM EXPANSION BOARD FILLER 6x6/WI. 4 x WI. 4/WWF @ CENTER OF SLAB .. • 6 ' ~ • EXPANSION JOINT 1/4" TOOLED RADIUS / ALL EDGES TYP. / FINISH GRAD]=;_ ~=t: ·: ···111 "------·111 WEAKENED PLANE JOINT IN PERPENDICULAR DIRECTION \ 6x6/WI, 4 x WL 4/WWF @ CENTER OF SLAB ~~ _· .. '. __ ,~· I ll. ___ 111---1 I I 111 WEAKENED PLANE JOINT WEAKENED PLANE JOINT IN PERPENDICULAR DIRECTION I 6x6/WI. 4 x WI. 4/WWF I w THICKENED EDGE WERE CALLED FOR ON -PCANS (TYP.J WEAKENED PLANE JOINT 1/4" TOOLED RADIUS /7i[C EDGES TYP. / FINISH GRADE TOOLED SCOR[ JOINT_ 1/4" TOOLED RADIUS / ALL EDGES TYP. 1 FINISH GRAD\;_ @ CENTER OF SLAB , .. __.., 1/s" ~~ -; ·: ·. :; ..,:_;., ~•_;_:_: ··p:~:_;_; : 111···-~/ ., ., , •. X. • _., ..... - _111 ___ 111 . r ~l rn =111-=I I I 6., SCORE JOINT TYP. NOTES: 1. SEE PLANS FOR JOINT LOCATIONS. 2. MAXIMUM SPACING OF JOINTS SHALL BE B'-0" O.C. 3. ALL CONCRETE PAVING PATTERNS, FINISH & COLOR PER PLANS. CONCRETE PAVING JOINTS SCALE: 1"=1'-0" 8119/96 __ _..,$YMBOL ITEM 0 0 0 0 (j) BENCH PICNIC TABLE TRASH RECEPTACLE BIKE RACK CONCRETE PAVING CONCRETE MOW CURB CONCRETE PLAY CURB PLAY SURFACE SAND ... • - DATE MATERIAL / FINISH SCHEDULE MANUFACTURER/MODEL CALIFORNIA PRECAST STONE INC. MODEL: B-72-20-MOD CALIFORNIA PRECAST STONE INC. MO DEL :TS-7 2-36-P N CALIFORNIA PRECAST STONE INC. MODEL: TRC-25-33-RD BURKE COMPANY MODEL: BR-6-5S VITRITURF WASHED PLASTER SAND G QJ,,Q.B/ l',_,I N-"l""S,_._H,__ ____ ___,_,I N.,_,S,,_,_T p. L LA Tl ON COLOR: NATURAL GREY FINISH: SMOOTH COLOR: NATURAL GREY FINISH: SMOOTH W/ SEALER COLOR: NATURAL GREY FINISH: SMOOTH COLOR: GALVANIZED COLOR: NATURAL GRAY FINISH: LIGHT BROOM COLOR: NATURAL GRAY FINISH: LIGHT BROOM COLOR: NATURAL GRAY FINISH: LIGHT BROOM CQLOR: GREEN/BLACK PRODUCT SUPPLIERS: EPOXY PER MANUF. SPECIFICATIONS EPOXY PER MANUF. SPECIFICATIONS EPOXY PER MANUF. SPECIFICATIONS EMBED IN CONCRETE PER MANUF. SPEC. PER DETAIL A. SHEET '.) PER DETAIL f) . SHEET 7 PER DETAIL fc . SHEET 5 PER MANUF, SPEC. DETAIL.C::-. SHEET 7 CONCRETE BENCHES & PICNIC TABLES: CALIFORNIA PRECAST STONE MFG.,INC. 10324 CHANNEL ROAD LAKESIDE, CA 92040 (619) 443-3863 TRASH RECEPTACLE: CALIFORNIA PRECAST STONE MFG.,INC. 10324 CHANNEL ROAD LAKESIDE, CA 92040 (619) 443-3863 BIKE RACK: BURKE COMPANY BAYLE;Y PRODUCTS, LLC P.O. BOX 1802 SANTA MONICA, CA 90406 (310) 230-0721 PLAY EQUIPMENT: LITTLE TIKES PACIFIC DESIGN CONCEPTS P.O. BOX 1909 HUNTINGTON BEACH, CA 92647 1 (800) 367-7325 PLAY SURFACE: LITTLE TIKES PACIFIC DESIGN CONCEPTS P.O. BOX 1909 HUNTINGTON BEACH, CA 92647 1 (800) 367-7325 11 AS BLJILT 11 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE RLA EXP. \. I\ Landscape Architecture • Planning LOCATION OF PLANTING -., Lo. Jolla Centre II REVIEWED BY; 9Z56 Towne Centre Drive, Suite 340 AREAS ' San Diego, CA 92121-3002 .,., \ 619,000.1:;7:; • !"ax oo0.1580 INSPECTOR I SGET I CITY OF CARLSBAD .. •~---"-• ____ .. ____ . ·--·~·····-·--···-·---· ·-~,,M_, ---~~ PLANNING DEPARTMENT •-••"'-•" •·-,.c "-•••--••crom -•~ . ~ .. , .. ,·-------.. ~-....... --... ,-,,.,, ~-~---·•" ~-u,m-•"••--~~ ---MTERIAL & FINISH SCHEDULES FOR: RANCHO CARRILLO -~- VILLAGES 'E, F, K & P' 98-016 DA-E DATE I s4EO~s I APPROVED -tffl1 3-tf'-'1'1' .. -~-----=~--·"-~ ~ ~•.-,•~~•"•'•~,-,,•--~---~M,. --ASSISTANT PLANN'NG DIRECTOR DATE DWN BY: PROJECT NO. DRAWING NO. :NI'IAL DATE INITIAL DAE INITIAL ·-CHKO BY: ENGINEER OF WORK REVISION DC::SCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C.T. 97-03 366-9L (Z'X2' 5Q.) ®1,....:P--=s~==-~=-=-!--=- 10 ~..;:;.R.;;,;;;E;;;,;_A;;;.._----=L-=-O...;;....T_,;;;;;2;;....;;;.5....;;..3 ____ _ , I \ '\_ -C- r ~":! ALJ--Z.0Nt::, 1 _..J..-..;. _____________ 1-_____ / -v ·--_ i.,A e> G.U ~,-_ __i, \r-------l--!C:'---'-L..-..-..-=-=--11-1---'~-, \ I I \ ·, \ ,,...--------- i.--------11··· r--.......1 ·. 11.--~---- / p-=1.· ·G, ,--1'------'"----','+--">f" 'V 'V @----=p:....=s~=--~:..:..!--=- 10 ~-=-R.:.=E::....:A=---__ LO_T_26 ___ _ PLAY EQUIPMENT SCHEDULE __ ,.,_S_,_Y,..,M""B"'O'--"L~_,_1 T-'--'E"'-M'-"--------·---"'M"'A,_,_N,..,U,..,F---"'A CTU RE R/M ODE L PLAY EQUIPMENT PLAY EQUIPMENT PLAY EQUIPMENT PLAY EQUIPMENT LITTLE TIKES MODEL #KK78 KID KUBES PLAY STRUCTURE 78 LITTLE TIKES MODEL #KKBD KID KUBES PLAY STRUCTURE 8D LITTLE TIKES MODEL #200042401 STANDARD SWING -1BAY 2 SEATS LITTLE TIKES MODEL #2D0014101 TWO SEAT TOTTERS ,· I / \ I I ""'f· ' . ' . ,· I ' FINISH POSTS-FOREST GREEN ACCENT-TAN PANELS-FOREST GREEN POSTS--FOREST GREEN ACCENT-TAN PANELS-FOREST GREEN FOREST GREEN BEAM-FOREST GREEN SEATS-TAN INSTALLATION PEA MANUF_ SPEC. PER MANUF. SPEC. PEA MANUF. SPEC. PER MANUF SPEC. -----'5_A_,_N_D _____ 0) LOT 292 EXP. DAfE ,--'7l-'f"l Lli.nd:!l:cape Arabltectur~ • Pltannln.c La Jolla C!!:otte [! 9855 Towne C11tu.trf;!' Or1ve, Suite 340 ■..--San Diego, CA 981:21-3002 619.550.1575 • Fax 5-50.15'80 LEGEND @OETAIL SHEET NO. G--REFER TO ~INISH SCHEDULE SHEET ......'2_ ~- . -· .. , DATE INITIAL ENGINEER OF WORK REVISION ... - --· --- ·-~ "•'••-· --~~- ~-----~--- DESCR'PTION 98-016 II AS BUILT 11 APPROVED FOR PLANTING AND IRRIGATION ONLY, --. -. DATE INCLUDING PRECISE RLA. EXP. _ LOCATION OF PLANTING REVIcWED BY: AREAS INSPECTOR DATE I SH;ET I CITY OF CARLSBAD ~ PLANNING DEPARTMENT 0 PLAY AREA DETAILS & EQUIPMENT SCHEDULE: RANCHO CARRILLO VILLAGES 'E,F,K&P' APPROVED ~ .£-1~97 ,. ASSISTANT ~NINGDIRECTOR DATE OWN BY: PROJECT ~□-DRAW!NG NO. DATE INITIAL DATE INITIAL CHKO BY: C.T. 97-03 366-9L CTHER APPROVAL C:TY APPROVAL RVWD BY: l>lafil!Qti 03100 l:;QtH;B!aTla fQRMWQRK PART 1 • GENERAL 1 1 1 . 2 1 . 3 DESCRIPTION: .1 RELATED WORK DESCRIBED ELSEWHERE, A. B. CONCRETE REINFORCEMENT; SECTION 03200 CAST-IN-PLACE CONCRETE: SECTION 03300 QUALITY ASSURANCE: . 1 DESIGN OF FORMWORK JS THE CONTRACTOR'S RESPONSIBILITY. . 2 STANDARDS: COMPLY WITH ALL PERTINENT PROVISIONS OF THE AMERICAN CONCRETE INSTITUTE (ACI) 347 "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK". SUBMITTALS: . 1 COMPLY WITH SECTION 01300. . 2 JOINT LAYOUT: SUBMIT JOINTS LAYOUT FOR CONCRETE WORK. FABRICATION SHALL NOT BE DONE PRIOR TO OBTAINING APPROVAL. P.ABI 2 -PR.QQ.!J.J;;ll 2. 1 FORM MATERIALS: . 1 FORMS; A. CONSTRUCT FORMWORK FOR EXPOSED (PAINTED OR UNPAINTED) CONCRETE SURFACES WITH SMOOTH-FACED, UNDAMAGED PLYWOOD OR OTHER PANEL-TYPE MATERIALS ACCEPTABLE TO THE ARCHITECT, TO PROVIDE CONTINUOUS, STRAIGHT, SMOOTH AS-CAST SURFACES. FURNISH IN LARGEST PRACTICABLE SIZES TD MINIMIZE NUMBER OF JOINTS. B. CONSTRUCT FORMWORK FOR CONCRETE CONCEALED FROM VIEW WITH ROUGH-SAWN BOARDS OF SOUND GRADE. C. FORM CYLINDRICAL COLUMNS WITH PAPER OR FIBER TUBES, CONSTRUCTED OF LAMINATED PLIES USING WATER- RESISTANT 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 AND OBJECTIONABLE BOW o R DEFLECTION. . 2 FORM TIES: A. PROVIDE FACTORY-FABRICATED, ADJUSTABLE-LENGTH, REMOVABLE OR SNAPOFF METAL FORM TIES, DESIGNED T 0 PREVENT FORM DEFLECTION AND TO PREVicNT SPALLING CONCRETE SURFACES UPON REMOVAL. B. PROVIDE TIES SO THAT PORTION REMAINING WITHIN CONCRETE AFTER REMOVAL OF EXTERIOR PARTS IS AT LEAST 1-112" FROM THE OUTER CONCRETE SURFACE. PROVIDE FORM TIES WHICH WILL NOT LEAVE A HOl.E LARGER THAN 1" DIAMETER IN THE CONCRETE SURFACE. C. FORMS COATINGS; PROVIDE COMMERCIAL FORMULATION FORM-COATING COMPOUNDS THAT WILL NOT BOND WITH, STAIN, NOR ADVERSELY AFFECT CONCRETE SURFACES REQUIRING BONO OR ADHESION, NOR IMPEDE THE WETTING SURFACES TO BE CURED WITH WATER OR CURING COMPOUNDS. 2.2 DESIGN OF FORMWORK: .1 GENERAL: A. DESIGN, ERECT, SUPPORT, BRACE, AND MAINTAIN FORMWORK SO THAT IT WILL SAFELY SUPPORT VERTICAL AND LATERAL LOADS THAT MIGHT BE APPLIED, UNTIL SUCH LOADS CAN BE SUPPORTED BY THE CONCRETE STRUCTURE. B. DESIGN FORMS AND 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 FACTO RS 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 ACCEPTED BY THE ARCHITECT. e__Afil_;j_..::....El(_E{; u TJ..Q_N_ 3. 1 . 1 3.2 SURFACE CONDITIONS: 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 UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. FORM CONSTRUCTION: . 1 GENERAL, • 2 A. B. C. CONSTRUCT FORMS COMPLYING WITH ACI 347, TO THE EXACT SIZES, SHAPES, LINES, AND DIMENSIONS SHOWN, AND AS REQUIRED TO OBTAIN ACCURATE ALIGNMENT, LOCATION. GRADES, LEVEL, AND PLUMB WORK IN FINISH STRUCTURES. PROVIDE FOR OPENINGS, OFFSETS, SINKAGES, KEYWAYS, RECESSES, MOLDINGS, REGLETS, CHAMFERS. ALOCKING, SCREEDS, BULLHEADS, ANCHORAGES, INSERTS. AND OTHER FEATURES REQUIRED. USE SELECTED MATERIALS TO OBTAIN REQUIRED FINISHES. 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 AC CUR A TEL Y SIZED AND LDC A TED As DIMENSIONED ON THE DRAWINGS. IN HIE EVENT THAT DEVIATION FROM THE DRAWING DIMENSIONS RESULTS IN PROBLEMS IN THE FllcLD, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESOLUTION OF THE CONDITIONS AS APPROVED BY THE ARCHITECT, WITHOUT ADDlllONAL EXPENSE TO THE OWNER. FABRICATION, A. FABRICATE FORMS FOR EASY REMOVAL WITHOUT HAMMERING OR PRYING AGAINST CONCRETE SURFAGES. B. PROVIDE TEMPORARY OPENINGS WHERE INTERIOR AREA OF FORM-WORK IS INACCESSIBLE FDA GLEANOUT. FOR INSPECTION BEFORE CONCRETE PLACEMENT, AND FOR PLACEME~T OF CONCRETE. 3.3 3 .4 FALSEWORK, A. ERECT FALSEWORK AND SUPPORT, BRACE AND MAINTAIN IT TO SAFELY SUPPORT VERTICAL, LATERAL, AND ASYMMETRICAL LOADS APPLIED UNTIL SUCH LOADS CAN BE SUPPORTED BY IN-PLACE CONSTRUCTION. FORMS FOR EXPOSED CONCRETE: A. B C. DRILL FORMS TO SUIT TIES USED AND TO PREVENT LEAKAGE OF CONCRETE MORTAR AROUND TIE HOLES. DO NOT SPLINTER FORMS BY DRIVING TIES THROUGH IMPROPERLY PREPARED HOLES. PROVIDE SHARP, CLEAN CORNERS AT INTERSECTING PLANES, WITHOUT VISIBLE EDGES OR OFFSETS. ASSEMBLE FORMS SO THEY MAY BE READILY REMOVED WITHOUT DAMAGE TO EXPOSED CONCRETE SURFACES. . 5 CORNER TREATMENT; UNLESS SHOWN OTHERWISE, FORM GHAMFERS WITH 3/4" X 3/4" STRIPS, ACCURATELY FORMED AND SURFACED TO PRODUCE UNIFORMLY STRAIGHT LINES AND TIGHT EDGE JOINTS ON EXPOSED CONCRETE. EXTEND TERMINAL EDGES TO REQUIRED LIMIT AND MITER CHAMFER STRIPS AT CHANGES IN DIRECTION . 6 CONTROL JOINTS: LOCATE AS INDICATED. . 7 PROVISION FOR OTHER TRADES: PROVIDE OPENINGS IN CONCRETE FORMWDRK TO ACCOMMODATE WORK OF OTHER TRADES VERIFY SIZE AND LOCATION OF OPENINGS. RECESSES AND CHASES WITH THE TRADE REQUIRING SUCH ITEMS. ACCURATELY PLACE AND SECURELY SUPPORT ITEMS TO BE BUil T INTO FORMS. . 8 CLEANING AND TIGHTENING: THOROUGHLY CLEAN FORMS AND ADJACENT SURFACES TO RECEIVE CONCRETE. REMOVE CHIPS, WOOD, SAWDUST, DIRT, AND OTHER DEBRIS JUST BEFORE CONCRETE 15 PLACED. RETIGHTEN FORMS IMMEDIATELY AFTER CONCRETE PLACEMENT AS REQUIRED TO ELIMINATE MORTAR LEAKS. INSTALLATION OF EMBEDDED ITEMS .1 SET AND BUILD INTO THE WORK ANCHORAGE DEVICES AND OTHER EMBEDDl'D ITEMS REQUIRED FOR OTHER WORK THAT IS ATTACHED TO. OR SUPPORTED SY, CAST-IN-PLACE CONCRETE. . 2 EOGE FORMS AND SCREED STRIPS FDR SLABS. SET EDGE FORMS OR BULKHEADS AND INTERMEDIATE SCRlcED STRIPS FOR SLABS T 0 OBTAIN REQUIRED ELEVATIONS AND CONTOURS IN THE FINISHED SLAB SURFACE. PROVIDE AND SECURE UNITS TO SUPPORT TYPES OF SCREEDS REQUIRED. 3. 4 REMOVAL OF FORMS, _ 1 FORMWORK NOT SUPPORTING CONCRETE, SUCH AS SIDES OF BEAMS, WALLS, COLUMNS, AND SIMILAR PARTS OF THE WORK, MAY BE REMOVED AFTER CUMULATIVELY CURING AT NOT LESS THAN 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 AND PROTECTION OPERATIONS ARE MAINTAINED. . 2 FORMWORK SUPPORTING WEIGHT OF CONCRETE, SUCH AS BEAM SOFFITS, JOISTS, SLABS ANO OTHER STRUCTURAL ELEMENTS MAY NOT Blc REMOVED IN LESS TIIAN 14 DAYS, AND NOT UNTIL CONCRETE HAS ATTAINED DESIGN MINIMUM 28 DAY COMPRESSIVE STRENGlH. DETERMINE POTENTIAL COMPRESSIVE STRENGTH OF IN-PLACE CONCRETE BY TESTING FIELD-CURED SPECIMENS REPRESENTATIVE OF H◄E CONCRETE LOCATION OR MEMBERS, AND SPECIFIED IN OTHER SECTIONS. 3. 5 RE-USE OF FORMS; . 1 CLEAN AND REPAIR SURFACES OF FORMS TO BE REUSED IN THE WORK. SPLIT, FRAYED, DELAMINATED OR OTHERWISE DAMAGED FORMFACING MATERIAL WILL NOT BE ACCEPTABLE. APPLY NEW FORM COATING COMPOUND MATERIAL TO CONCRETE CONTACT SURFACES AS SPECIFIED FOR NEW FORMWORK. WHEN FORMS ARE REUSED FOR SUCCESSIVE CONCRETE PLACEMENT, THOROUGHLY CLEAN SURFACES, REMOVE FINS AND LAITANCE. AND TIGHTEN FORMS TO CLOSE ALL JOINTS. ALIGN AND SECURE JOIN JS TO AVOID OFFSETS. l'i.ECTION QH_!l!/ !:;_Q_N_l:;.fl E T E R E 1.N.f.QB_£.1;M l,;li I eAR.L..1..:..l.i.EHE.BAL 1.1 DESCRIPTION; 1. 2 1. 3 1. 4 . 1 RELATED WORK DESCRIBED ELSEWHERE: A. CA ST-IN-PLACE CONCRETE: SECTION 03300 QUALITY ASSURANCE; .1 COMPLY WITH PERTINENT PROVISIONS OF FOLLOWING STANDARDS. EXCEPT AS HEREIN MODIFIED: . 2 CONCRETE REINFORCING STEEL INSTITUTE (CASI) "'MANUAL OF STANDARD PRACTICE"; _ 3 AMERICAN CONCRETE INSTITUTE (ACI) 318. . 4 MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURE (ACI) 315. SU BMITTALS: . 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. INCLUDE SPECIAL REINFORCEMENT REQUIRED AND OPENINGS THROUGH CONCRETE STRUCTURES. . 3 MILL CERTIFICATES: SUBMIT STEEL PRODUCER'S CERTIFICATES OF MILL ANAI.YSIS, TENSILE, AND BEND TESTS FOR REINFORCING STEEL. PRODUCT HANDLING: . 1 DELIVERY; DELIVER REINFORCEMENT TO THE JOB SITE BUNDLlcD, TAGGED, AND MARKlcD. USE METAL TAGS INDICATING BAR SIZE, LENGTHS, AND OTHER INFORMATION CORRESPONDING TO MARKINGS SHOWN ON PLACEMENT DIAGRAMS. 2 STORAGE: STORE REINFORGEMENT AT THE JOB SITE IN A MANNER TO PREVENT DAMAGE AND ACCUMULATION OF DIRT AND EXCESSIVE RUST. e.AB.I....1..e ERQ O J1 !..Hi MATERIALS: 1.3 SUBMITTALS: . 1 REINFORCING BARS: COMPLY WITH ASTM A 615-79 (DEFORMED BARS AND SMALLER, GRADE 40; ALL OTHERS GRADE . 1 SAMPLE PANEL: PROVIDE 24" X 24" SAMPLE PANEL INDICATING SANDBLASTED FINISH. CONCRETE IN SAMPLE PANEL SHALL BE SAME AGE AS CONCRETE TO RECEIVE SANDBLASTED FINISH. BARS). NO. 5 6 0. PART 2 · PRODUCTS . 2 STEEL WIRE, COMPLY WITH ASTM A 82. . 3 .4 WELDED WIRE FABRIC: COMPLY WITH ASTM A 185-73 . SUPPORTS FOR REINFORCEMENT: BOLSTERS, CHAIRS, SPACERS, AND OTHER DEVICES FOR SPACING, SUPPORTING, AND FASTENING REINFORCEMENT IN PLACE; A. USE WIRE BAR TYPE SUPPORTS COMPLYING WITH CASI RECOMMENDATIONS, UNLESS OTHERWISE INDICATED. DO NOT USE WOOD, EIRICK, AND OTHER UNACCEPTABLE MATERIALS. B. FOR SLABS ON GRADE, USE SUPPORTS WITH SAND PLATES OR HORIZONTAL RUNNERS WHERE BASE MATERIAL WILL NOT SUPPORT CHAIR LEGS . C. FOR EXPOSED-TO-VIEW CONCRETE SURF AGES, WHERE LEGS OF SUPPORTS ARlc IN CONTACT WITH FORMS, PROVIDE SUPPORTS WITH EITHER HOT-OIP GALVANIZED OR PLASTIC- PROTECTED LEGS. 2.2 FABRICATION: . 1 GENERAL: FABRICATE REINFORCING BARS TO CONFORM TO REQUIRED SHAPES AND DIMENSIONS, WITH FABRICATION TOLERANCES COM PL YING WITH CRSI MANUAL. IN CASE o F FABRICATING ERRORS, DO NOT RESEND OR STRAIGHTEN REINFORCEMENT IN A MANNER THAT WILL INJURE OR WEAKEN THE MATERIAL. . 2 UNACCEPTABLE MATERIALS: REINFORCEMENT WITH ANY OF THE FOLLOWING DEFECTS WILL NOT BE PERMITTED IN THE WORK: A. BAR LENGTHS, DEPTHS, AND BENDS EXCEEDING SPECIFIED FABRICATION TOLERANCES. B. BENDS OR KINKS NOT INDICATED ON DRAWINGS OR FINAL SHOP DRAWINGS. C. BARS WITH REDUCED CROSS-SECTION DUE TO EXCESSIVE RUSTING OR OTHER CAUSE. EAB.L.3...::.EXEGUT 10.N 3.1 INSPECTION: .1 EXAMINE THE SUBSTRATE, FORMWORK, AND THE CONDITIONS UNDER WHICH CONCRETE REINFORCEMENT IS TO BE PLACED, AND CORRECT CONDITIONS WHICH WOULD PREVENT PROPER AND TIMELY COMPLETION OF THE WORK. DO NOT PROCEED WITH THE WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 3.2 INSTALLATION: .1 COMPLY WITH THE SPECIFllcD STANDARDS FOR DETAILS AND METHODS OF REINFORCEMENT PLACEMENT AND SUPPORTS, AND AS HEREIN SPECIFIED . . 2 CLEAN REINFORCEMENT TO REMOV!c LOOSE RUST AND MILL SGALE. EARTH, AND OTHER MATERIAl.S WHICH REDUCE OR DESTROY BONO WITH CONCRETE. . 3 POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT BY FORMWORK, CONSTRUCTION, OR CONCRETE PLACEMENT OPERATIONS. . 4 INSTALL WELDED WIRE FABRIC IN AS LONG LENGTHS AS PRACTICABLE. LAP ADJOINING PIECES AT LEAST ONE FULL MESH . . 5 SPLICES: PROVIDE STANDARD REINFORCEMENT SPLICES BY LAPPING ENDS, PLACING BARS IN CONTACT, AND TIGHTLY WIRE TYING. SEJJQtl. ·" Qaagg f.ASJ·IN-PLACE CONCB.f.I.la PAB.LLcil.ENJ;BAL 1 .1 DESCRIPTION; . 1 RELATED WORK DESCRIBED ELSEWHERE: A. CONCRETE FORMWORK: SECTION 03100 B. CONCRETE REINFORCEMENT, SECTION 03200 1.2 QUALITY ASSUAl<NCE: . 1 .2 REGULATORY REQUIREMENTS: COMPLY WITH APPLICABLE PROVISIONS OF THE FOLLOWING CODES AND STANDARDS, UNLESS MODIFIED BY THE SPECIFICATIONS OR DRAWINGS. A. UNIFORM BUILDING CODE, 1979 EDITION, CHAPTER 2 6. "CONCRETE". B. AMERICAN CONCRETE INSTITUTE (ACI): "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318-71 EDITION. QUALITY CONTROL A. B. C. FURNISH CERTIFIED REPORTS OF EACH PROPOSED MIX FOR EACH TYPE OF CONCRETE PRIOR TO START OF INSTALLATION OF TliE WORK OF THIS SECTION . DO NOT BEGIN CONCRETE PRODUCTION UNTIL ALL MIXES HAVE BEEN REVIEWED BY THE ARCHITECT. ALSO SEE OTHER REQUIREMENTS FOR TESTING AS STATED IN PART 3 OF THIS SECTION. 2. 1 2.2 j .,-.,. \ /\ Lo.ndEicei.pi, Architecture • Plannln1 La Jolla Centre II 9256 Towne Centre Drivofl, Sult$ 340 ,....i.,, ,,-""'\\ San Diego, CA 921Zl·3002 • 619 550 l575 • Fox 550.1580 MATERIALS: , 1 AGGREGATES: NORMAL SAND-GRAVEL AGGREGATES CONFORMING TO ASTM C33 "CONCRETE AGGREGATES:. PROVIDE AGGREGATES FROM A SINGLE SOURCE FOR EXPOSED CONCRETE • • 2 CEMENT: ASTM C150 "PORTLAND CEMENT" TYPE I OR TYPE II. . 3 WATER: CLEAN AND FREE FROM DELETERIOUS AMOUNTS OF ACIDS, ALKALI, OIL. OR ORGANIC MATERIALS. . 4 ADMIXTURES: ASTM C 494 ADMIXTURE SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT, • 5 AIR-ENTRAINING AGENT: ASTM C 260. . 6 CURING MEMBRANE: NON-STAINING PAPER CONFORMING TD ASTM C 171, OR 6 MIL THICK POLYETHYLENE FILM. , 7 EXPANSION SLEEVES; PHILLIP'S REDHEAD ANCHORS CONFORMING TO ICBO RESEARCH COMMITTEE RECOMMENDATION REPORT NO. 2614, PARASOL T CONCRETE ANCHORS CONFORMING TO JCBO RESEARCH COMMITTEE RECOMMENDATION REPORT NO. 2350, 0 A APPROVED EQUIVALENT • . e CURING COMPOUND: ASTM C 309, LIQUID MEMBRANE FORMING WITH FUGITIVE DYE FOR IDENTIFICATION. COMPOUND SHALL BE COMPATIBLE WITH FINISH TO BE APPLIED THERETO. CURING COMPOUND AND AREAS RECEIVING IT MUST BE APPROVED BY THE ARCHITECT. . 9 EXPANSION JOINTS: METAL TYPE, BURKE "COLDKEY", OR EQUAL. . 1 0 CLEAR SEALER HARDENER: SONNEBORN "LAPIDOLITH", PROTEX INDUSTRIES "LOTHOPLATE", OR EQUAL. .11 VAPOR BARRIER: 6 MIL POLYVINYL CHLORIDE (PVC) SHEETING WITH A PER RA TING OF .05, . 1 2 SAND FOR USE WITH VAPOR BARRIER: WASHED FINE AGGREGATE CONFORMING TO ASTM C 33. MIXES: . 1 MIX DESIGNS: .2 A. MIX DESIGNS SHALL BE MADE BY A RECOGNIZED TESTING LABORATORY UNDER THE ACTIVE DIRECTION OF A CIVIL ENGINEER, WHO SHALL DETERMINE MIX DESIGNS TO FULFILL THE SPECIFIED REQUIREMENTS FOR STRENGTH, AGGREGATE SIZE AND WORKABILITY Of CONCRETE, AND SUCH DESIGNS SHALL BE USED IN PROPORTIONING ALL STRUCTURAL CONCRETE. MIX DESIGNS SHALL BE SUBMITTED TO THE ARCHITECT FOR INFORMATIONAL PURPOSES ONLY. COSTS FOR MIX DESIGNS SHALL BE PAID FOR BV THE CONTRACTOR. B. MIX DESIGNS SHALL BE MADE IN ACCORDANCE WITH ACI 31 8 AND 301, AND SHALL CONFORM TO REQUIREMENTS FOR GRADE A CONCRETE AS SPECIFIED IN CHAPTER 43 Of THE UBC, C. COVER AND CLEAR DISTANCES BETWEEN REINFORCING BARS SHOWN ON THE DRAWINGS SHALL BE CONSIDERED IN DETERMINING THE AGGREGATE SIZE FOR MIX DESIGNS AND MAV RESULT IN AN AGGREGATE SIZE SMALLER THAN THE MAXIMUM AGGREGATE SIZE ALLOWED ELSEWHERE IN THIS SPECIFICATION . D. A LIST OF WHERE THE MIX DESIGNS ARE TO BE USED SHALL ACCOMPANY THE DESIGNS . E. SUBMISSION OF MIX DESIGNS SHALL NOT BE CONSIDERED UNQUALIFIED APPROVAL, AND SHALL NOT RELIEVE THE CONTRACTOR OF HIS RicSPDNSIBILITY TO FURNISH CONCRETE OF PROPER CONSISTENCY AND SPECIFIED STRENGTHS. PROPERTIES AND PROPORTIONS: A. CONCRETE: 1. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM CYLINDER COMPRESSIVE STRENGTH AS INDICATED ON THE DRAWINGS. 2. SLUMPS: SLUMP SHALL BE 4 INCHES FOR ALL SLABS- ON-GRADES: MAXIMUM SLUMP FOR OTHER CONCRETE SHALL BE 4 INCHES. 3. .A .B .c MAXIMUM SIZE AGGREGATE, IN NO CASE SHALL THE MAXIMUM AGGREGATE SIZE USED EXCEED 20% OF A MEMBER'S THICKNESS, NOR SHALL IT EXCEED 3/4 0 F THE CLEAR SPACING BETWEEN REINFORCING, EXCEPT THAT IN COLUMNS AND PIERS IT SHALL NOT EXCEED 2 /3 OF THE CLEAR DISTANCE BETWEEN REINFORCING. IN ADDITION, IT SHALL NEVER EXCEED THE SIZE INDICATED FOR THE FOLLOWING: SLABS, COLUMNS, PILASTERS; WALLS LESS THAN 8" THICKNESS: OTHER MEMBERS; 3/4-INCH 1-INCH 1-1/2-INCH "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS RLA _____ EXP. ____ _ REVI<:WED BY: INSPECTOR 98--016 DATE DATE I-··-··-_·•----+----+---------+ __ ..._ _ _,___-----l---------ll S8T I CITY OF CARLSBAD ~ ~=='-'====P:::LA:::N::N:::IN::G:::::::OE::P:::A::RT::M:.:E::NT:::::::===::::..'::~==~ CONSTRUCTION SPECIFICATIONS FOR: RANCHO CARRILLO VILLAGES 'E, F, K & P' ~~ ~~I N 1 / .f/ 1---+-----+-----~~~-~~~~-=-----+---A __ PP-RO __ v __ rn__:--,,'t_/1/7~~~-,,~y'~----3<--/ i-'q ,. I 1' ASSISTANT PLANNING DIRECTOR DATE 3/x Doto /4,"° -' f-=;;c--+,-=;-;-:c+---------------------J---+==-,----J~=--1-----..J :::~--=---=__:::~---=---=---=---=---=---=---=---=---=___::;~ ----:===========-======= i,r..__~..,-.$~ DAff INITIO! DATE INITIAl DATE INITIAL OWN BY: PROJECT NO, DRAWING NO. JI..~~~ ENGINEEROF---~□-RK REVISION DESCRIPTION OTHERAPPROVAL CITYAPPROVAL ~~~g~~;---C.T. 97-03 366-9L FXP. DAll ,-~H~ B-GROUT; ONE PART PORTLAND CEMENT AND TWO PARTS FINE AGGREGATE, BY VOLUME. GROUT SHALL BE OF A CONSISTENCY SUITABLE FOR THE INTENDED PURPOSE AND SHALL BE USED IMMEDIATELY AFTER MIXING. SMALL QUANTITIES OF GROUT MAY BE MIXED BY HANO, BUT ANY GROUT REQUIRING ONE•HALF SACK OF CEMENT OR MORE PER BATCH SHALL BE MACHINE MIXED_ SEE DRAWINGS FOR GROUT IN CONCRETE MASONRY WALL PART 3 -_E_XECUTION 3 .1 JOINTS: _ 1 CONSTRUCTION JOINTS: LOCATE AND INSTALL CONSTRUCTION JOINTS, WHICH ARE NOT SHOWN ON DRAWINGS, SO AS NOT T 0 IMPAIR STRENGTH AND APPEARANCE OF THE STRUCTURE, AS ACCEPTABLE TO ARCHITECT. A. PROVIDE KEYWAYS AT LEAST 1-112" DEEP IN CONSTRUCTION JOINTS IN WALLS, SLABS AND BETWEEN WALLS AND FOOTINGS; ACCEPTED BULKHEADS DESIGNED FOR THIS PURPOSE MAY BE USED FOR SLABS. B. PLACE CONSTRUCTION JOINTS PERPENDICULAR TO THE MAIN REINFORCEMENT. CONTINUE REINFORCEMENT ACROSS CONSTRUCTION JOINTS. . 2 CONTRACTION (CONTROL) JOINTS IN SLABS-ON-GROUND: CONSTRUCT CONTRACTION JOINTS IN SLABS-ON-GROUND TO FORM PANELS OF PATTERNS AS SHOWN_ USE INSERTS 1/4" WIDE X 1/4 0 F SLAB DEPTH, UNLESS OTHERWISE INDICATED. TOOL ADJACENT CONCRETE EDGES TO A 1/8" RADIUS. A. FOAM CONTRACTION JOINTS BY INSERTING PREMOLDED HARD- BOARD OR FIBERBOARD STRIP INTO FRESH CONCRETE UNTIL TOP SURFACE OF STRIP IS FLUSH WITH SLAB SURFACE. AFTER CONCRETE HAS CURED, REMOVE INSERTS AND CLEAN GROOVE OF LOOSE DEBRIS_ FILL EXTERIOR JOINTS WITH SEALANT SPECIFIED. 3.2 INSTALLATION OF EME!lcDDED ITEMS: 3.3 3.4 . 1 GENERAL: SET AND BUILD INTO WORK ANCHORAGE DEVICES AND OTHER EME!EDDED ITEMS REQUIRED FOR OTHER WORK THAT IS ATTACHED TO, OR SUPPORTED BY, CAST•IN-PLACE CONCRETE_ USE SETTING DRAWINGS, DIAGRAMS, INSTRUCTIONS AND DIRECTIONS PROVIDED BY SUPPLIERS OF ITEMS TO BE ATTACHED THERETO. • 2 EDGE FORMS AND SCREED STRIPS FOR SLABS: SET EDGE FOAMS OR BULKHEADS ANO INTERMEDIATE SCREED STRIPS FOR SLABS TO OBTAIN REQUIRED ELEVATIONS AND CONTOURS IN FINISHED SLAB SURFACE. PROVIDE AND SECURE UNITS SUFFICIENTLY STRONG T 0 SUPPORT TYPES Of SCREED STRIPS BY USE OF STRIKE·OFF TEMPLATES OR ACCEPTED COMPACTING-TYPE SCREEDS. CONCRETE PLACEMENT: .1 REPLACEMENT INSPECTION: BEFORE PLACING CONCRETE, INSPECT ANO COMPLETE FOAMWORK INSTALLATION, REINFORCING STEEL, ANO ITEMS TO BE EMBEDDED OR CAST-IN. NOTIFY OTHER CRAFTS TO PERMIT INSTALLATION OF THEIR WORK; COOPERATE WITH OTHfoA TRADES IN SETTING SUCH WORK. MOISTEN WOOD FORMS IMMEDIATELY BEFORE PLACING CONCRETE WHERE FORM COATINGS ARE NOT USED_ _ 2 COORDINATE THE INSTALLATIONS OF JOINT MATERIALS AND MOISTURE BARRIERS WITH PLACEMENT OF FOAMS AND REINFORCING STEEL. . 3 GENERAL; COMPLY WITH ACI 304, AND AS HEREIN SPECIFIED. A. DEPOSIT CONCRETE CONTINUOUSLY OR IN LAYERS OF SUCH THICKNESS THAT NO CONCRETE WILL BE PLACED ON CONCRETE WHICH HAS HARDENED SUFFICIENTLY TO CAUSE THE FORMATION OF SEAMS OR PLANES OF WEAKNESS. IF A SECTION CANNOT BE PLACED CONTINUOUSLY, PROVIDE CONSTRUCTION JOINTS AS HEREIN SPECIFIED_ DEPOSIT CONCRETE AS NEARLY As PRACTICABLE TO ITS FINAL LOCATION TO AVOID SEGREGATION. . 4 PLACING CONCRETE IN FOAMS: DEPOSIT CONCRETE IN FORMS IN HORIZONTAL LAYERS NOT DEEPER THAT 24" AND IN A MANNER T 0 AVOID INCLINED CONSTRUCTION JOINTS. WHERE PLAClcMENT CONSISTS OF SEVERAL LAYERS, PLACE EACH LAYER WHILE PRECEDING LAVER IS STILL PLASTIC TO AVOID COLD JOINTS_ . 5 CONSOLIDATE PLACED CONCRETE BY MECHANICAL VIBRATING EQUIPMENT SUPPLEMENTED BY HANO-SPADING, RODDING OR TAMPING_ USE EQUIPMENT AND PROCEDURES FOR CONSOLIDATION OF CONCRETE IN ACCORDANCE WITH ACI RECOMMENDED PRACTICES. . 6 DO NOT USE VIBRATORS TO TRANSPORT CONCRETE INSIDE FOAMS. INSERT AND WITHDRAW VIBRATORS VERTICALLY AT UNIFORMLY SPACED LOCATIONS NOT FARTHER THAN VISIBLE EFFECTIVENESS OF MACHINE. PLACE VIBRATORS TO RAPIDLY PENETRATE PLACED LAYER AND AT LEAST 6" INTO PRECEDING LAYER. DO NOT INSERT VIBRATORS INTO LOWER LAYERS OF CONCRETE THAT HAVE BEGUN TO SET. AT EACH INSERTION, LIMIT DURATION OF VIBRATION TO TIME NECESSARY TO CONSOLIDATE CONCRETE AND COMPLETE EMBEDMENT OF REINFORCEMENT AND OTHER EMBEDDED ITEMS WITHOUT CAUSING SEGREGATION OF MIX. • 7 PLACING CONCRETE SLABS: DEPOSIT AND CONSOLIDATE CON• CRETE SLABS IN A CONTINUOUS OPERATION, WITHIN LIMITS OF CONSTRUCTION JOINTS, UNTIL THE PLACING OF A PANEL OR SECTION IS COMPLETED. • 8 CONSOLIDATE CONCRETE DURING PLACING OPERATIONS SO THAT CONCRETE IS THOROUGHLY WORKED AROUND REINFORCEMENT AND OTHER EMBEDDED ITEMS AND INTO CORNERS_ . 9 BRING SLAB SURFACES TO CORRECT LEVEL WITH STRAIGHTEDGE AND STRIKEOFF_ USE BULL FLOATS OR DARBIES TO SMOOTH SURFACE, FREE OF HUMPS OR HOLLOWS. DO NOT DISTURB SLAB SURFACES PRIOR TO BEGINNING FINISHING OPERATIONS. .1 0 MAINTAIN REINFORCING IN PROPER POSITION DURING CONCRETE PLACEMENT OPERATIONS. FINISH OF FOAMED SURFACES: .2 ROUGH FORM FINISH; FOR FORMED CONCRETE SURFACES NOT EXPOSED-TO•VIEW IN THE FINISH WORK OR BY OTHER CONSTRUCTION, UNLESS OTHERWISE INDICATED. THIS IS THE CONCRETE SURFACE HAVING TEXTURE IMPARTED BY FORM FACING MATERIAL USED, WITH TIE HOLES AND DEFECTIVE AREAS REPAIRED ANO PATCHED ANO FINS AND OTHER PROJECTIONS lcXCEEDING 1/4" IN HEIGHT RUBBED DOWN OR CHIPPED OFF. SMOOTH FOAM FINISH: FOR FORMED CONCRETE SURFACES EXPOSED-TO-VIEW, OR THAT ARE TO BE COVERED WITH A COATING MATERIAL APPLIED DIRECTLY TO CONCRETE, SUCH AS WATER- PROOFING, DAMPPROOFING, PAINTING OR OTHER SIMILAR SYSTEM. THIS IS AS-CAST CONCRETE SURFACE OBTAINED WITH SELECTED FOAM FACING MATERIAL, ARRANGED ORDERLY AND SYMMETRICALLY WITH A MINIMUM OF SEAMS. REPAIR AND PATCH DEFECTIVE AAlcAS WITH FINS OR OTHER PROJECTIONS COMPLETELY AEMDVloO AND SMOOTHED. 3,5 3.6 3_7 . 3 RELATED UNFORMED SURFACES: AT TOPS OF WALI-S, HORIZONTAL OFFSETS SURFACES OCCURRING ADJACENT TO FORMED SURFACES. STRIKE-OFF SMOOTH AND FINISH WITH A TEXTURE MATCHING ADJACENT FOAMED SURFACES. CONTINUE FINAL SURFACE TREATMENT OF FOAMED SURFACES. CONTINUE FINAL SURFACE TREATMENT OF FORMED SURFACES UNIFORMLY ACROSS ADJACENT UNIFORM SURFACES, UNLESS OTHERWISE INDICATED. . 4 SAND BLAST CONCRETE FINISH, APPLY SAND-BLASTED FINISH T 0 CONCRETE SURFACES WHERE SHOWN OR SCHEDULED_ COORDINATE WITH THE ARCHITECT SO THAT HE IS PRESENT AT START OF WORK. A_ SURFACE CONTINUITY: PERFORM SAND BLAST FINISHING IN AS CONTINUOUS OPERATION AS POSSIBLE, UTILIZING SAME WORK CREW TO MAINTAIN CONTINUITY OF FINISH ON EACfl SURFACE OR AREA OF WORK. MAINTAIN PATTERNS OF VARIANCES IN DEPTHS OF BLAST AS SHOWN ON DRAWINGS. B_ DEPTH OF CUT; USE AN ABRASIVE GRIT OF PROPER TYPE AND GRADATION AS REQUIRED TO EXPOSE AGGREGATE AND SURROUNDING MATRIX SURFACES TO MATCH ARCHITECT'S SAMPLES, AS FOLLOWS: 1 _ LIGHT: EXPOSE FINE AGGREGATE WITH OCCASIONAL EXPOSURE OF COARSE AGGREGATE -1/16'" REVEAL 2. MEDIUM: GENERALLY EXPOSE COARSE AGGREGATE • 1/4" REVEAL. C. SAND BLASTING, SAND BLAST CORNERS AND EDGES OF PATTERNS CAREFULLY, USING BACK-UP BOARDS, IN ORDER TO MAINTAIN UNIFORM CORNEA OR EDGE LINE_ DETERMINE TYPE OF NOZZLE. NOZZLE PRESSURE, AND BLASTING TECHNIQUES REQUIRED TO MATCH ARCHITECT'S SAMPLES_ Q_ ACID CLEANING: AFTER SAND BLASTING TO REQUIRED DEPTH IS COMPLETED, APPLY A WEAK ACID WASH TO CLEAN SAND- BLASTED SURFACES TO MATCH ARCHITECT'S SAMPLE_ THOROUGHLY NEUTRALIZE AND FLUSH ACID FROM SURFACES. MONOLITHIC SLAB FINISHES: -1 FLOAT FINISH: APPLY FLOAT FINISH TO MONOLITHIC SLAB SURFACES TO RECEIVE TROWEL FINISH AND OTHER FINISHES AS HEREINAFTER SPECIFIED. AND SLAB SURFACES WHICH ARE TO BE COVERED WITH MEMBRANE OR ELASTIC WATERPROOFING, AND AS OTHERWISE INDICATED. A. AFTER SCREENING, CONSOLIDATING, AND LEVELING CONCRETE SLABS, DO NOT WORK SURFACE UNTIL READY FD A FLOATING-E!EGIN FLOATING WHEN SURFACE WATER HAS DISAPPEARED OR WHEN CONCRETE HAS STIFFENED SUFFICIENTLY TO PERMIT OPERATION OF POWER-DRIVEN FLOATS, OR BOTH. CONSOLIDATED SURFACE WITH POWER~ DRIVEN FLOATS, OR BY HAND-FLOATING IF AA!,A IS SMALL OR INACCESSIBLE TO POWER UNITS. CHECK AND LEVEL SURFACE PLAN TO A TOLERANCE NOT EXCEEDING 1/4" IN IO' WHEN TESTED WITH A 10' STRAIGHTEDGE_ CUT DOWN HIGH SPOTS AND FILL LOW SPOlS UNIFORMLY SLOPE SURFACES TO DRAINS. IMMEDIATELY AFTER LEVELING, REFLOAT SURFACE TO A UNIFORM, SMOOTH, GRANULAR TEXTURE_ _2 TROWEL FINISH: APPLY TROWEL FINISH TO MONOLITHIC SLAB SURFACES TO BE EXPOSED-TO-VIEW, AND SLAB SURFACES TO 8 E 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 E!EGIN FINAL TROWELING WHEN SURFACE PRODUCES A RINGING SOUND AS TROWEL IS MOVED OVER SURFACE_ CONSOLIDATE CONCRETE SURFACE BY FINAL HAND-TROWELING OPERATION, FREE OF TROWEL MARKS, UNIFORM IN TEXTURE ANO APPEARANCE, AND WITH A SURFACE PLAN TOLERANCE NOT EXCEEDING 1/8" IN 10' WflEN TESTED WITH A 10' STRAIGHTEDGE. GRIND SMOOTH SURFACE DEFECTS WHICH WOULD TELEGRAPfl THROUGH APPLIED FLOOR COVERING SYSTEM. . 3 APPLY NON-SLIP BROOM FINISH WHERE INDICATED. A_ IMMEDIATELY AFTER TROWEL FINISHING, ROUGHEN CONCRETE SURFACE BY BROOMING WITH FIBER BRISTLE BROOM PERPlcNDICULAA TO MAIN TRAFFIC ROUTE_ COORDINATE REQUIRED FINAL FINISH WITH ARCHITECT BEFORE APPLICATION. CURING: .1 GENERAL: PROTECT FRESHl-Y PLACED CONCRETE FROM PRE- MATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. A. START INITIAL CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM CONCRETE SURFACE AFTER PLACING AND FINISHING. WEATHER PERMITTING, KEEP CONTINUOUSLY MOIST FOR NOT LESS THAN 7 DAYS. B _ BEGIN FINAi-CURING PROCEDURES IMMEDIATELY FOLLOWING INITIAL CURING ANO BEFORE CONCRETE HAS DRIED. CONTINUE FINAL CURING FOR AT LEAST 7 DAYS IN ACCORDANCE WITH ACI 301 PROCEDURES_ AVOID RAPID PAYING AT END OF FINAL CURING PERIOD _ 2 CURING METHODS, PERFORM CURING OF CONCRETE BY MOIST CURING. BY MOISTURE-RETAINING COVER CURING, BY CURING COMPOUND, AND BY COMBINATIONS THEREOF. . 3 00 NOT USE MEMBRANE CURING COMPOUNDS ON SURFACES WHICH ARE TO BE COVERED WITH COATING MATERIAL APPLIED DIRECTLY TO CONCRETE, LIQUID FLOOR HARDENER, WATERPROOFING, FLOORING, PAINTING, AND OTHER COATINGS AND FINISH MA lERIALS, UNLESS OTHERWISE ACCEPTABLE TO ARCHITECT. PATCHING AND FINISHING: . 1 ALL EXPOSED CONCRETE WHICH IS ABOVE GROUND ANO IS NOT FORMED AS SHOWN ON THE DRAWINGS, OR FOR ANY REASON IS OUT OF ALIGNMENT, OR IS NOT TRUE, OR IS NOT PLUMB OR l.EVEL, OR IS NOT OTHERWISE IN TRUE AND CONTINUOUS FOAM, SHALL a E CONSIDEHED AS NOT CONFORMING WITH HiE INTENT OF THE SPECIFICATIONS_ THE MAXIMUM PERMISSIBLE DEVIATION FROM TRUE STRAIGHT SURFACES SHALL BE 1/8" IN 10'_ THE CONTRACTOR IS CAUTIONED THAT ALL SURFACES NOT MEETING THE ABOVE REQUIREMENTS SHALL BE MACHINE GROUND AND HONED TO COME WITHIN THE ABOVE TOLERANCE OR SHALL BE REMOVED AND REPLACED AS DIRECTED AT THE DISCRETION OF THE ARCfllTECL . 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 SE INSPECTED AND ANY POUR JOINTS, VOIDS, STONE POCKETS OR OTHER DEFECTIVE AREAS PERMITTED BY THE ARCHITECT TO BE PATCHED, AND ALL TIE HOl ES, 5HALL El E PATCHED BEFORE THE CONCRETE IS THOAOUGHL Y DAY. DEFECTIVE AREAS SHALL BE CHIPPED AWAY TO A DEPTH OF NOT LESS THAN ONE INCH WITH THE EDGES PERPENDICULAR TO THE SURFACE. THE AREA TO BE PATCHED AND A SPACE OF AT Ll,AST SIX INCHES WIDE ENTIRELY SURROUNDING IT SHALL BE WETTED TO PREVENT ABSORPTION OF WATER FROM THE PATCHING MORTAR. A GROUT OF EQUAL PAHlS DF PORTLAND CEMENT ANO SAND WITH SUFFICIENT WATER TO PRODUCE A BRUSHING CONSISTENCY SHAl.L THEN BE WEl-L BRUSHED INTO THE SURFACE, FOLLOWED IMMEDIATELY BY TIIE PATCHING MORTAR_ TflE PATCH SHALL BE FINISHED IN SUCH MANNER AS TO MATCH THE ADJOINING SURFACE_ 3. 8 FIELD QUALITY CONTROL: .1 COPIES IN DUPLICATE OF THE TEST REPORTS SHALL BE SUBMITTED TO THE ARCHITECT WITH ADDITIONAL COPIES TO ANY GOVERNING AUTHORITIES. _ 2 CYLINDERS SHALL BE TAKEN BY THE TESTING LABORATORY, AND SHALL BE MADE IN ACCORDANCE WITH ASTM C31. CONCRETE SHALL BE TESTED IN ACCORDANCE WITH "STANDARD METHOD OF MAKING COMPRESSION TESTS OF CONCRETE: ASTM CJ9_ AT LEAST THREE IDENTICAL CYLINDERS SHALL BE TESTED FOR EACH ONE- HUNDRED CUBIC YARDS OR FRACTION THEREOF OF EACH TYPE AND STRENGTH OF STRUCTURAL CONCRETE, AND SHALL BE TESTED AT THE AGlcS OF SEVEN AND 28 DAYS_ . 3 IF MINIMUM ULTIMATE STR!,NGTH OF TEST CYLINDERS FALLS E!ELOW COMPRESSIVE STRENGTHS CALLED FOR ON THE PLANS. ARCHITECT MAY GRANT PERMISSION TO CONTRACTOR TO DEMONSTRATE TIIAT CONCRETE MEETS SPECIFICATIONS BY TAKING CORES, AND TESTING AS SPECIFIED IN ASTM C42. FROM SUCH PORTIONS OF STRUCTURE AS ARCHITECT MAY DIRECT. COSTS OF SUCH TESTING WILL BE PAID FOR BY CONTRACTOR. IF COMPRESSIVE TESTS OF CORE SPECIMENS FAIL TO SHOW COMPRESSIVE STAENGTfl ASSUMED IN DESIGN, CONCRETE WILL BE DEEMED DEFECTIVE AND SHALL BE REPLACED OR ADEQUATELY STRENGTHENED AT CONTRACTOR'S EXPENSE IN A MANNER ACCEPTABLE TO ARCHITECT_ _ 4 PROVIDE SPECIAL INSPECTION ON ALL WORK INDICATED IN STRUCTURAL GENERAL NOTES. § E(;_IlQ_tf______fil_ 3 o o CONCRETE Fll!_TWQRIS 1. 7 LAYOUT OF WORK AND CERTIFICATION Of FINISH GRADES: THE CONTRACTOR SHALL EMPLOY, AT HIS OWN EXPENSE, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR, APPROVED BY THE INSPECTOR, TO LAY OUT THE WORK OF THE PROJECT, TO ESTABLISH ALL REFERENCE POINTS SET FOR CONSTRUCTION AND THE CERTIFICATION OF FINISH GRADES WITH DRAWINGS AND/OR TO MATCH EXISTING SURFACES WHERE APPLICABLE. 1.8 GENERAL REQUIREMENTS; .1 ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK ANO VERIFY ALL DIMENSIONS AND SHALL IMMEDIATELY INFORM THE INSPECTOR AND OWNER OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. ,2 THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT ALL ADJACENT SURFACES FROM SPLATTERING AND DEFACING OF ANY KIND. . 3 REINFORCEMENT SHALL BE STORED OFF THE GROUND AND SHALL BE PROTECTED TO PREVENT RUST AND TO KEEP CLEAN AND FA EE OF GREASE, OIL, DIRT AND OTHER OBJECTIONABLE MATERIALS. STORAGE SHALL BE IN SEPARATE PILES DR RACKS TO AVOID CONFUSION OR LOSS OF IDENTIFICATION AFTER BUNDLES ARE BROKEN. PART 2 -PRODUCTJ, 2_1 MATERIALS: PART 1 -GENERAL .1 PORTLAND CEMENT: ASTM C 150, TYPE I OR II. FOR EXPOSED CONCRETE, USE ONLY ONE BRAND FROM ONE MILL LOT. 1 _ 1 SUMMARY: THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIVISION I ARE A PART OF THIS SECTION. ANO THE CONTRACT FOR THIS WORK, AND APPLY TO THIS SECTION AS IF REPEATED HEREIN_ . 2 CONCRETE AGGREGATES: ASTM C 33. USE AGGREGATES FROM SAME SOURCE AND PIT FOR ENTIRE PROJECT. 1-2 SCOPE: • 3 MIXING WATER: FRESH, CLEAN AND POTABLE, FREE FOAM INJURIOUS AMOUNTS OF OIL, ACID. ALKALI OR ORGANIC MATTER. 1 3 1 . 4 1. 5 1.6 FURNISH ALL LABOR, MATERIAL AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL COMPLETE IN PLACE, ALL CONCRETE, FORM WORK ANO REINFORCING AS INDICATED ON THE DRAWINGS AND/OR SPECIFIED HEREIN. SUBMITTAL$: SAMPLE FINISH: CONSTRUCT CONCRETE SLABS, EACH 2 FEET BY 2 FEET SHOWING THE VARIOUS FINISHES OF CONCRETE. flNISflES MUST 8 E ACCEPTABl.E TO THE OWNER PRIOR TO THE PLACEMENT OF SLABS ON GRADE ANO PAVING OF STAIRS_ SAMPLES SHAl.l BE USED TO ESTABLISH DUALITY CONTROL THROUGHOUT THE PROJECT. GUARANTEES AND REPLAClcMENT: A. B. DEFECTIVE CONCRETE WORK: CONCRETE FINISH WHICH IS DAMAGED, WHICH IS NOT PERFECTLY TRUE TO LINE AND PLACE, WHICH OOlcS 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 PROPEAL Y TO ADJOINING WORK, Will NOT BE ACCEPTED AND SHALL BE REMOVED BY TflE CONTRACTOR AND REPLACED BY HIM WITH CEMENT FINISH COMPLYING WITH THE REQUIREMENTS OF THE SPECIFICATIONS_ IF WITHIN ONE YEAR FROM COMPLETION OF THIS CONTRACT, $PALLING OR POPPING OF CONCRETE SURFACE OCCURS DUE T 0 CHEMICAL REACTION OF AGGREGATE OR OTHER CAUSES, THE CONTRACTOR SHALL REMOVE THE DEFECTIVE SLAB AND REPLACE IT WITH ACCEPTABLE CONCRETE AT NO COST TO THE OWNER_ REQUIREMENTS OF REGULATORY AGENCIES: ALL WORK SHALL CONFORM TO THE GOVERNING BUILDING CODE. COMPLY WITH THE FOLLOWING REFERENCE STANDARDS, UNLESS MODIFIED BY BUILDING CODE, OR HEREIN: . 4 "5 • 6 . 7 .8 .9 . 1 0 . 1 1 MIXING OF CONCRETE: ALL TRANSIT-MIXED CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR EASY MIXED CONCRETE, ASTM SPECIFICATIONS C~94. EXPANSION JOINT FILLER: SHALi-BE PAE-MOLDED. NON-ASPHALT FIBERBOARD, HEIGHT AS NOTED ON DETAILS_ JOINT SEALER: ASTM D 1190, HOT-POURED TYPE • STANDARD REQUIREMENTS, CLASS "A" CONCRETE SHALL CONTAIN NOT LESS THAN 6-1/2 SACKS OF CEMENT PER CUBIC YARD, AND SHALL BE PROPORTIONED TO ATTAIN A MAXIMUM CYLINDER STRENGTH OF 2,000 PSI IN 2B DAYS. COMPRESSIVE STRENGTHS ARE TO BE DETERMINED IN ACCORDANCE WITH ASTM C-39. WATlcRPAOOFING MATERIAL: SHALL BE THORO-SEAL. SINAK OR APPROVED EQUAL. REINFORCING BAR$; ASTM A 615, GRADE 40 FOR REINFORCEMENT IN CONCRETE BLOCK MASONRY AND BRICK MASONRY. ASTM A 615, GRADE 40 FOR CONCRETE REINFORCEMENT. BUNDLE AND TAG WITfl IDENTIFICATION AN[? HEAT NUMBER. WELDED WIRE FABRIC: ASTM A 185, EXCEPT THAT ULTIMATE STRENGTH NEED NOT EXCEED 55,000 PSI. DELIVER AND PLACE FABRIC IN FLAT SHEETS . SUPPORTS AND SPACERS: TYPES AND SIZES REQUIRED TO MAINTAIN POSITIONING OF BAAS AND WIRE FABRIC IN LOCATIONS SHOWN ON DRAWINGS DURING CONSTRUCTION SHALL BE PRECAST CONCRETE CUBES WITH TIE WIRES_ , 12 CURING MEMBRANE: NON"STAINING PAPER CONFORMING TO ASTM C 171, OR 6 MIL THICK POLYETHYLENE FILM. . 1 3 CURING COMPOUND: ASTM C 309, LIQUID MEMBRANE FORMING WITH FUGITIVE DYE FOR IDENTIFICATION. COMPOUND SHALL BE COMPATIBLE WITH FINISH TO BE APPLIED THERETO_ CURING COMPOUND AND AREAS RECEIVING IT MUST BE APPROVED BY THE ARCHITECT. "E!UILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318-77 "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK", ACI 347-66, "RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING", ACI 306-66_ "RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING", ACI 305-72. "AECOMMENDlcD PRACTICE FOR SELECTING PROPORTIONS D F PABT 3 • EXECUJLQlf CONCRETE", ACI 613-54_ "RECOMMENDED PRACTICE FOR MEASURING, Ml)(ING, TRANSPORTING AND PLACING CONCRETE", ACI 304-73. 3 _ 1 GENERAL WORK PROCEDURES: REFERENCED ASTM STANDARDS OF CURRENT ISSUE. CITY OR COUNTY CODES FOR WORK UPON PUBLIC PROPERTY. TESTS AND INSPECTIONS: . 1 .2 TESTS: TESTS OF CONCRETE SHALL BE MADE BY A TESTING LABORATORY APPROVED BY THE OWNER. COST OF SAMPLING AND TESTING REQUIRED BY THESE SPECIFICATIONS SHALL BE BORNE BY HIE OWNER EXCEPT THAT ANY RE-TESTING OF NON-CONFORMING MATERIAL SHALL Elle PAID FOR BY THE CONTRACTOR. INSPECTION: INSPECTIONS HEREIN SPECIFIED SHALL BE MADE BY THE OWNER_ THE CONTRACTOR SHALL REQUEST INSPECTION FORTY-EIGHT HOURS IN ADVANCE OF THE TIME INSPECTION IS AEQUIAEO. INSPECTION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK, UPON COMPLETION OF PREPARATION OF SUBGRADE . UPON COMPLETION OF FORMING. UPON COMPLETION OF REINFORCING_ UPON COMPLETION OF CONCRETE FINISHING . WHEN ALL CONSTRUCTION WORK HAS E!EEN COMPLETED, THE CONTRACTOR SHALL CALL FOR A COMPLETE INSPECTION BEFORE PROCEEDING WITH THE SOIL PREPARATION AND PLANTING PHASES OF THE PROJECT. - ' A Le.ndaoe.pc Arc;bltocturc • Plo.onlng La Jolla Centro II 9255 Towne Centre Drivti, Sullo 340 _.. Son DieBo. CA 92121-3002 ' • \ 619.550.1575 • h:. 550_1580 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 wonK. . 1 .2 .3 MIXING OF CONCRETE: ALL TRANSIT-MIXED CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR READY MIXED CONCRETE. ASTM SPECIFICATIONS C-94. TESTS OF CONCRETE SHALL ae MADE BY A TESTING LABORATORY APPflOVED BY THE INSPECTOR. COST OF SAMPLING AND TESTING REQUIRED BY THESE SPECIFICATIONS SHALL BE BORNE BY THE OWNER EXCEPT THAT ANY RE• TESTING CAUSED BY THE CONTRACTOR'S NEGLIGENCE SHALL BE PAID FOR BY THE CONTRACTOR. CEMENT SHALL BE TESTED IN ACCORDANCE WITH THE LATEST REOUIREMENTS OF THE AMERICAN SOCIETY FOR TESTING MATERIALS. ''AS BU I LT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS RLA _____ EXP. ___ _ REVIEWED SY: INSPECTOR 98-016 DATE DATE :_~:~=:===:==-=---=---=------__ -_-~~=--=----_-t---t----1--1------JI SHqEET I CITY OF CARLSBAD ~ PLANNING DEPARTMENT ------·----+-:===::::..:===============:::'__':::::::'==: -···~·····t---+-------•---------------+---+ ·---+----lf-----------1 DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL ---+----L-----, OTHER APPROVAL Cl TY APPROVAL CONSTRUCTION SPECIFICATIONS FOR: RANCHO CARRILLO VILLAGES 'E, F, K & P' APPROVED ~ ( / ? (,.. C /p __,,,,~ ~-Io-& 7As~s~1-s-T-AN-T\.-LP-LALN_N~I-N_G_□-1=R=E~cT=o~R-----DATE OWN BY: CHKD BY: ___ _ RVWD BY: PROJECT NO. C.T. 97-03 DRAWi NG ND. 366-9L 3.2 3.3 _ 4 STORAGE: CEMENT SHALL BE STORED IN SUCH A MANNER AS T 0 PREVENT DETERIORATION, OR THE INTRUSION OF FOREIGN MATTER- -5 ARCHITECTURAL CONCRETE, AS DETERMINED HEREIN, SHALL MEAN ALL CONCRETE WHICH IS EXPOSED TD VIEW IN THE FINISHED WORK IN CONSTRUCTION OF THE CONCRETE WALl.S AND SITTING PLATFORMS. ALL CORNERS IN ARCHITECTURAL CONCRETE SHALL BE PER DRAWINGS. EXTREME CARE SHALL BE TAKEN IN FORMING, POURING, AND VIBRATING OF ARCHITECTURAL CONCRETE TO PROVIDE SMOOTH AND UNIFORM PLANE SURFACES AND PLUMB AND TRUE CORNEAS. 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 COMPACTED MATERIALS, DRY DENSITY AT LEAST 90% OF THAT DENSITY DETERMINED BY ASTM TEST METHOD D 1557-70. . 2 EXCAVATE FOR ALL WORK SUFFICIENTLY TO CONSTRUCT WORK TO LINE AND GRADE AS SHOWN ON DRAWINGS AND AS DIRECTED_ EXCAVATIONS SHALL BE OF WIDTH SUFFICIENT TO PERMIT PROPER INSTALLATION, CONSTRUCTION AND REMOVAL OF FORMS_ . 3 FOOTING E'XCAVATIONS SHALL NOT BE LOWER THAN FOOTING GRADING AND SHALL BE DEAD LE'VEL IN ACCORDANCE WITH ACCEPTABLE STANDARDS AND PRACTICES AS NECESSARY TO PROVIDE A UNIFORM BEARING FOR THE FOOTING_ IF SOFT SPOTS ARE ENCOUNTERED. THE SOFT MATERIAL SHALL BE REMOVED ANO HAULED FROM SITE AND THE EXCAVATION BACKFILLED AS DIRECTED WITH MATERIAL SUITABLE FOR PROPER COMPACTION _4 MAINTAIN PROPER DRAINAGE AT ALL TIMES AND KEEP OPERATIONS CLEAN AND FREE FROM ACCUMULATED MATERIALS. FOAMS, CONSTRUCTION, PLACEMENT: . 1 FOAMS, SET FORMS TO CONFORM TD PLANS, SECTIONS AND . 2 .3 • 4 • 5 • 6 .7 DETAILS AS DIRECTED. ALL E'DGES ANO 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_ . B WOOD FORMS SHAI..L BE' FREE FROM CUPPING, WARPING, LARGE OR LOOSE KNOTS_ JOINTS SHALL BE E!ROKEN AND DOUBLE NAILED. WOOD FOAMS SHALL BE TREATED WITH THOMPSON WATER SE'AL, NAC CRETE, OR HUNTS PROCESS TFL, OR APPROVED EQUAL. CONSTRUCTION JOINTS: LOCATE AND CONSTRUCT JOINTS ON CONCRETE FLAT WORK AS INDICATED ON DETAIL IN ADDITION, EXPANSION JOINTS SHALL BE LOCATE'D AS INDICATED ON PLANS. BEFORE CONCRETE IS PLACED IN ANY FORM, THE CONTRACTOR SHALL ERECT AND INSTALL AT OR UPON THE' FORM WHATEVER DE'VIGES, SUCH AS STRETCHED WIRES, PLUMB LINES, ETC., DEcEMED NECESSARY BY THE INSPECTOR TO INDICATE CORRECTLY THE AMOUNT AND DIRECTION OF ANY DISPLACEMENT OF THE FORMS WHILE CONCRETE' IS BEING PLACED THEREIN. THE CONTRACTOR SHALL PROVIDE SUFFICIENT CAPABLE WORKMEN AND PROPER MATERIALS TO CORRECT THE DISPLACEMENT WHICH MAY OCCUR AND TO PREVENT FURTHER MOVEMENT, AS DIRECTED. REINFORCEME'NT SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS, TOGETHER WITH ALL NECESSARY WIRE TIES, SPACERS AND SUPPORTS TO INSTALL AND SECURE THE REINFORCEMENT PROPERLY. IT SHALL BE FREE OF AUST, SCALE, OIL, GREASE, BOND BRE'AKER COMPOUND, DRIED MORTAR ANO OTHER COATINGS. SANDBLASTING OF THE REINFORCEMENT SHALL BE EMPLOYED AT THE OPTION OF THE ARCHITECT TO REMOVE ANY OF THE ABOVE: COATINGS TO OBTAIN FULL BOND_ PLACEMENT OF REINFORCEMENT SHALL BE DONE ACCURATELY AND SECURELY USING CONCRETE CUBES. SUPPORT FOR REINFORCE- MENT SHALL COMPLY WITH AEOUIAEMENTS OF "THE CASI MANUAL OF STANDARD PRACTICE". ALL REINFORCEMENT SHALL BE MADE' CONTINUOUS EXCEPT AS OTHERWISE DETAILED. SPLICES OF REINFORCEMENT IN CONCRETE SHALL BE MADE BY LAPPING BARS OF 4D GRADE STEEL NOT LESS THAN 30 BAR DIAME'TERS. MINIMUM LENGTH OF ANY LAP SHALL BE 1' .. 6". SPLICES IN ADJACENT BARS SHALL BE STAGGERED 4'-0" MINIMUM. WIRE FABRIC SHALL BE SPLICED BY LAPPING 8" MINIMUM_ ALL DETAILING AND FABRICATION OF REINFORCING, UNLESS OTHERWISE NOTED ON THE PLANS OR IN THESE SPECIFICATIONS, SHALL FOLLOW THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", ACI 315_ .8 GONCRE'TE SHALL NOT BE PLACED OVER REINFORCEMENT, PIPES, CONDUIT, FORMS, ETC-, UNTIL SUCH WORK HAS BEEN INSPECTED AND APPROVAL GIVEN BY THE OWNE'R To PROCEED WITH THE WORK. . 9 BEFORE CONCRETE IS PLACED, FORMS SHALL BE CLEANED OUT AND WE'T DOWN_ GROUND SURFACES SHALL BE DAMP AT THE TIME CONCRETE IS PLACED THEREON. ITEMS TO BE EMBEDDED IN THE CONCRETE SHALL BE IN PLACE, AS REQUIRED_ .10 CONCRETE SHALL BE PLACED BEFORE INITIAL SET HAS OCCURRED. _ 1 1 . 1 2 THE CONCRETE SHALL BE WORK~O THOROIJGHL Y INTO ALL CORNERS ANO ANGLES Of FORMS. CARE SHALL BE TAKEN THAT NO SEGREGATION OF AGGREGATE OCCURS. IMMEDIATELY AFTER PLACEMENT, THE CONCRETE SHALL BE PROPERLY FORKED BACK ALONG THE FACES OF ALL FORMS, USING STANDARD CONGRE:TE FORKS, SPADES OR OTHER APPROVED EQUIPMENT-IN SCREEDING FLAT WORK, CONTRACTOR SHALL DOUBLE STRIKE-OFF CONCRETE 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 EDGE CORNERS AND LINE SCORING. CONCRETE SHALL BE FINISHED TO TRUE, EVEN LINES AND SURFACES AND LEFT FREE FROM DEFECTS_ 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 .B .c .D TROWEL ALL CONCRETE SURFACES UNTIL FREE FROM DEFECTS OR BLEMISHES, AFTER TESTING WITH A STRAIGHT EDGE AND ELIMINATING HIGH AND LOW SPOTS_ AFTER REMOVAL OF FORMS, THE OEPRESSION ALONG THE EDGE' OF CONCRETE SHALL BE BACKFILLED WITH SOIL AND TAMPED TO PROPER COMPACTION AND GRADE- IF WEATHER CONDITIONS ARE SEVERE ENOUGH TO DRY OUT THE CONCRETE SURFACE, THE SURFACE' SHALL BE KEPT MOIST AS DIRECTE'D WITH A FINE FOG SPRAY UNTIL FINISH TROWELING IS COMPLETED. ALL FINISHED CONCRETE SHALL BE BARRICADED FOR THREE DAYS. BARRICADES SHALL BE PLACED IMMEDIATELY AFTER FINISHING THE WORK. THE CONTRACTOR SHALL FURNISH, PLACE AND REMOVE ALL OF HIS OWN BARRICADES. 3.4 3_5 3_6 3 .7 3_8 MONOLITHIC SLAB FINISHES: .1 FLOAT FINISH: APPLY FLOAT FINISH TO MONOLITHIC SLAB SURFACES TO RECEIVE TROWEL FINISH AND OTHER FINISHES AS HEREINAFTER SPECIFIED, AND SLAB SURFACES WHICH ARE TO El E COVERED WITH MEMBRANE OR ELASTIC WATERPROOFING, ANO AS OTHERWISE INDICATED. A. AFTER SCREENING, CONSOLIDATING, AND LEVELING CONCRETE SLABS, DO NOT WORK SURFACE UNTIL READY FOR FLOATING_ BEGIN FLOATING WHEN SURFACE WATER HAS DISAPPEARED OR WHEN CONCRETE HAS STIFFENED SllFf'ICIENTLY TO PERMIT OPERATION OF POWER-DRIVEN FLOATS, OR BOTH. CONSOLIDATED SURFACE WITH POWER- DRIVEN FLOATS, OR BY HAND-FLOATING IF AREA IS SMALL OR INACCESSIBLE TO POWER UNITS. CHECK AND LEVEL SURFACE PLAN TO A TOLERANCE NOT EXCEEDING 114" IN 1 O' WHEN TESTED WITH A 10' STRAIGHTEDGE. CUT DOWN HIGH SPOTS AND Fll.L LOW SPOTS_ UNIFORMLY SLOPE SURFACES TO DRAINS. IMMEDIATELY AFTER LEVELING, REFLOAT SURFACE TO A UNIFORM, SMOOTH, GRANULAR TEXTURE- . 2 TROWE'L FINISH: APPLY TROWEL FINISH TO MONOLITHIC SLAB SURFACES TO BE EXPOSED-TO-VIEW, AND SLAB SURFACES TO BE COVERED WITH RESILIENT FLOORING, PAINT OR OTHER THIN FILM FINISH COATING SYSTEM- A_ AFTER FLOATING, BEGIN FIRST TROWEL FINISH OPERATION USING A POWER-DRIVEN TROWEL. BEGIN FINAL TROWELING WHEN SURFACE PRODUCES A RINGING SOUND AS TROWEL IS MOVED OVER SURFACE_ CONSOLIDATE CONCRETE SURFACE BY FINAL HAND-TROWELING OPERATION, FREE OF TROWEL MARKS, UNIFORM IN TEXTURE AND APPEARANCE, AND WITH A SURFACE PLAN TOLERANCE NOT EXCEEDING 118" IN 10' WHEN TESTED WITH A 10' STRAIGHTEDGE_ GRIND SMOOTH SURFACE DEFECTS WHICH WOULD TELEGRAPH THROUGH APPLIED FLOOR GOVEAING SYSTEM. B. CONCRETE MOW CURBS AND BANDING SHALL HAVE SMOOTH TROWEL FINISH. FLOAT AND TROWEi. TO A PERFECTLY SMOOTH FINISH WITH AT LEAST TWO SEPARAlE STEEL TROWEL OPERATION$. _ 3 APPLY NON-SLIP BROOM FINISH WHERE INDICATED. A. IMMEOIA TEL Y AFTER TROWEL FINISHING, ROUGHEN CONCAE'TE SURFACE BY BROOMING WITH FIBER E!RISTLE BROOM PERPENDICULAR TO MAIN TRAFFIC ROUTE-COORDINATE AEOUIREO FINAL FINISH WITH ARCHITECT BEFORE APPLICATION. CURING, .1 GENERAL PROTECT FRESHLY PLACED CONCRETE FROM PAE'MATUllE 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 TIIAN 7 DAYS. B. BEGIN FINAL CURING PROCEDURES IMMEDIATELY FOLLOWING INITIAL CURING AND BEFORE CONCRETE HAS DRIED CONTINUE FINAL CURING FOR AT LEAST 7 DAYS IN ACCORDANCE WITH ACI 301 PROCEDURES_ AVOID RAPID DRYING AT END OF FINAL CURING PERIOD. . 2 CURING METHODS: PERFORM CURING OF CONCRETE BY MOIST CURING, BY MOISTURE-RETAINING COVER CURING, BY CURING COMPOUND, AND BY COMBINATIONS THEREOF_ . 3 DO NOT USE MEMBRANE CURING COMPOUNDS ON SURFACES WHICH ARE TO llE COVERED WITH COATING MATERIAL APPLIED DIRECTLY TO CONCRETE:, LIQUID FLOOR HARDENER, WATERPROOFING, FLOORING, PAINTING, AND OTHER COATINGS AND FINISH MATERIALS, UNLESS OTHERWISE ACCEPTABLE TO ARCHITECT. PATCHING AND FINISHING: .1 ALL EXPOSED CONCRETE WHICH IS ABOVE GROUND AND IS NOT FORMED AS SHOWN ON THE DRAWINGS, OR FOR ANY REASON IS OUT OF ALIGNMENT, OR IS NOT TRUE, OR IS NOT PLUMB OR LEVEL, OR IS NOT OTHERWISE IN TRUE AND CONTINUOUS FORM, SHALL BE CONSIDEFlED AS NOT CONFORMING WITH THE INTENT OF THE SPECIFICATIONS. THE MAXIMUM PERMISSIBLE DEVIATION FROM TRUE STFIAIGHT SURFACES SHALL BE 1/8" IN 10'. THE CONTRACTOR IS CAUTIONED THAT ALL SURFACES NOT MEETING THE AE!OVE REQUIREMENTS SHALL BE MACHINE GROUND AND HONED TO COME WITHIN THE ABOVE TOLEAANC:E OR SHALL BE REMOVED ANO REPLACED AS DIRECTED AT THE DISCRETION OF TIIE ARCHITECT. .2 3 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. AFTER TliE FORMS HAVE BEEN REMOVED, ALI. CONCRETE SURFACES SHALL BE INSPECTED AND ANY POUR JOINTS, VOIDS, STONE POCKETS OR OTHER DEFECTIVE AREAS PERMITTED BY T II E ARCHITECT TO BE PATCHED, AND ALL TIE HOLES, SHALL BE PATCHED BEFORE THE CONCRE'TE IS THOROUGHLY DRY. DEFECTIVE AREAS SHALL BE CHIPPED AWAY TO A DEPTH OF NOT LESS THAN ONE INCH WITH THE EDGES PERPENDICULAR TO THE SURFACE THE AREA TO BE PATCHED AND A SPACE OF AT LEAST SIX INCHES WIDE ENTIRELY SURROUNDING IT SHALL BE WETTED TO PREVENT ABSORPTION OF WATER FROM THE PATCHING MORTAR-A GROUT OF EOUAL PARTS OF PORTLAND CEMENT AND SAND WITH SUFFICIENT WATER TO PRODUCE A BRUSHING CONSISTENCY SHAL.L THEN BE WELL Bf1USHED INTO THE SURFACE, FOLLOWED IMMEDIATELY BY THE PATCHING MORTAR. THE PATCH SHALL BE FINISHED IN SUCH MANNER AS TO MATCH THE ADJOINING SURFACE_ FIELD QUALITY CONTROL: .1 COPIES IN DUPLICATE Of THE TEST REPORTS SHALL BE SUBMITTED TD THE ARCHITECT WITH ADDITIONAL COPIES TO ANY GOVERNING AUTHORITIES. CLEAN-UP: .1 REMOVE' ALL EXCESS MATERIALS, EQUIPMENT AND ALL DEBRIS FROM HIE SITE_ SECTION 03345 CONCRETE FINISHING PART 1 -GENERAL 1 _ 1 DESCRIPTION: . 1 . 2 -3 WORK INCLUDED: PROVIDE CURING FINISHES ON CAST-IN-PLACE CONCRETE AS GALLED FOR ON TIIE DRAWINGS, SPECIFIE:D HtREIN, AND NElcDED FOR A COMPLETE AND PAOPl,R INSTALLATION SANDBLAST FINISH_ EXPOSED AGGREGATE' FINISH . RELATED WORK: A_ DOCUME'NTS AFFECTING WORK OF THIS SECTION BUT ARE NOT NECESSARILY LIMITED TO, CONDITIONS, SUPPLEMENTARY CONDITIONS, AND IN DIVISION 1 OF THESE SPECIFICATIONS B. SECTION 0310D; CONCRETE FOAMWORK C, SECTION 03300; CAST-IN·PI..ACE CONCRETE INCLUDE, GENERAL SECTIONS 1.2 QUALITY ASSURANCE: .1 USE' ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED 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 DlAECTE'D BY THE ARCHITECT, GOMPL Y WITH ACI 301, "SPECIFICATION S FOR STRUCTURAL CONCAETt FOR BUILDINGS_·• B. SMOOTH FORM FINISH: 1. COORDINATE AS NECESSARY TO SECURE FORM CONSTRUCTION USING SMOOTH, HARD. UNIFORM SURFACES, WITH NUMBER OF SEAMS KEPT TO A PRACTICAL MINIMUM AND IN A UNIFORM ANO ORDERLY l>ATTEAN. 2. PATCH TIE HOLES AND DEFECTS. 3 _ REMOVE FINS COMPLETELY. 1.3 SAMPLE: . 1 PROVIDE' (4) FOOT SQUARE SAMPLE SLABS OF INTEGRAL COLORED ANO SANDBLAST TEXTURED CONCRETE FOR ARCHITECT'S APPROVAL PRIOR TO PROCEEDING, 3.3 FINISHING SLAE!S: . 1 FINISHING TOLE:RANCES: TRUE PLANE WITHIN 118" IN TEN FEET AS DETERMINED BY A TEN FOOT STRAIGHTEDGE PLACED ANYWHERE ON THE SLAB IN ANY DIRECTION. 1. 4 PRODUCT HANDLING: . 2 FLOATED FINISH: .1 COMPLY WITH PERTINENT PROVISIONS OF SECTION 01600 . 1-5 ENVIRONMENTAL REOUIREMENTS: A. AFTER THE CONCRETE HAS BEEN PLACED, CONSOLIDATED, STRUCK OFF, AND LEVELED, 00 NOT WORK THE CONCRETE FURTHER UNTIL READY FOR FLOATING. . 1 DO NOT SANDBLAST OR USE PROCESS CREATING DUST, DR WHEN WIND IS OVER 10 MPH. _2 COMPLY WITH LOCAL AND STATE REGULATIONS GOVERNING OVERSPRAY. SANDBLASTING, AND PROTECTION TO ADJACENT PROPERTIES. B. BEGIN FLOATING WHEN THE WATER SHEEN HAS DISAPPEARED AND WHEN THE SURFACE HAS STIFFE'NED SUFFICIENTLY T 0 PERMIT THE OPERATION. C. DURING OR AFTER THE FIRST FLOATING, CHECK THE PLANENESS OF THE SURFACE WITH A TEN FOOT l'ARL2-.· PRODUCT\; STRAIGHTEDGE APPLIED AT NOT LESS THAN TWO DIFFERENT ANGLES. 2 .1 MATERIALS, .1 GENERAL: A. CAREFULLY STUDY THE DRAWINGS AND THESE SPECIFICATIONS, AND 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 MATlcAIALS: COMPLY WITH PERTINENT PROVISIONS OF SECTION 03300, EXCEPT AS MAY E!E MODIFIED HEREIN_ . 3 CURING AND PROTECTION PAPER: A. "SISALKRAFT, ORANGE LABEL"; EQUAL PRODUCTS COMPLYING WITH ASTM C 171. B. WHERE CONCRETE WILL BE EXPOSED AND WILL BE SUBJECTED TO ABRASION, SUCH AS FLOOR SLABS, USE NON• STAINING PAPER SUCH AS "SISALKRAFT, SEEKURE 896", OR EQUAL PAPER FACED WITH POI.YETHYLENE FILM. . 4 LIOUID CURING AGENTS: A. WHERE APPLICATION OF SPECIFIED 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 INTERIOR SEALER/HARDENER. B. FOR CURING OTHER AREAS, USE A LIQUID MEMBRANE- FORMING COMPOUND PER ASTM C 309, TYPE 1D, CLASS 8_ _ 5 SURFACE RETARDANT LIQUID COMPOUND: RUGASOL S, AS MANUFACTURED BY SIKA CORPORATION, BURKE CO. RETARDER, DR APPROVED EOUAL . 6 EXTERIOR INTEGRAL COLORED CONCRETE {2ND FLOOR BALCONY DECK) SEALER, SINAK CORP_, SAN DIEGO, CA_ P-105 SEALER_ N 0 SUBSTITUTIONS. APPLY AT 175 S.FJGAL. . 7 PROVIDE SANDBLASTING AGGREGATE, EQUIPMENT, MATERIALS, AND PERSONNEL AS REQUIRED FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION AND IN COMPLIANCE WITH PERTINENT REGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION. D. CUT DOWN HIGH SPOTS AND FILL LOW SPOTS. E. REFLOAT THE SLAB IMMEDIATELY TO A UNIFORM SANDY TEXTURE. . 3 TROWELED FINISH: A. PROVIDE A FLOATED FINISH AS DESCRIBE'D ABOVE, FOLLOWED BY A POWER TROWELING AND THEN A HAND TROWELING. l. PRODUCE AN INITIAL SURFACE WHICH IS RE'LATIVELY FREE FROM DEFECTS, BUT WHICH STILL MAY SHOW SOME TROWEL MARKS. 2. PROVIDE' HANO TROWELING WHEN A RINGING SOUND IS PRODUCED AS lHE TROWEL IS MOVED OVER THE' SURFACE. 3. THOROUGHLY CONSOLIDATE' THE SURFACE BY HAND TROWELING. B. PROVIDE A FINISHED SURFACE ESSENTIALLY FREE FROM TROWEL MARKS, UNIFORM IN TEXTURE AND APPEARANCE, AND IN A PLANE OF CLASS A TOLERANCE. C. ON SURFACES INTE'NDED 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. CONCRE'TE MOW CURBS AND BANDING SHALL HAVE TROWEL FINISH FLOAT AND TROWEL TO SEMI-SMOOTH FINISH WITH AT LEAST TWO SEPARATE STEEL TROWEL OPERATIONS. . 4 BROOM FINISH: A. PROVIDE A FLOATED FINISH AS DESCAIIJEO ABOVE. B. WHILE THE SURFACE IS STILL PLASTIC, PROVIDE' A TE'XTURED FINISH BY DRAWING A FIBER BRISTLE BROOM UNIFORMLY OVER THE SURFACE. C. UNLESS OTHERWISE DIRECTED BY THE ARCHITECT, PROVIDE THE TEXTURING IN ONE DIRECTION ONLY. 2 _ 2 OTHER MATERIALS: 0. PROVIDE "LIGHT," "MEDIUM," OR "COARSE" TEXTURING As DIRECTED BY THE ARCHITECT OR OTHERWISE CALLED FOR ON THE DRAWINGS. _ 1 PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED auT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AS SELECTED BY THE CONTRACTOR SUBJECT TO THE APPROVAL Of THE ARGHITE'CT. 3.3 SANDBLASTING OF EXTERIOR CONCRETE: PART 3 • EXECUTION .1 PROTECTION: MASK AND BOARD UP AREAS, WINDOWS, MATERIALS AND SURFACES NOT RECEIVING SANDBLASTING TO PROTECT FROM DAMAGE. MASK OFF ALL OTHE'R SURFACE'S, INCLUDING ADJACENT CONCRETE IN SLABS NOT SCHEDULED TO BE SANDBLASTED, WITH SUBSTANTIAL MASKING, SUCH AS PLYWOOD_ 3. 1 3.2 SURFACE CONDITIONS: .1 EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BE PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK. DO NOT PROCEE'D UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED- 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 INDICATED ON THE DRAWINGS. B. REVISE THE FINISHES AS NEEDED TO SECURE THE APPROVAL OF THE ARCHITECT _ 2 AS·CAST FINISH: A. ROUGH FORM FINISH, 1. LEAVE SURFACE'S WITH TEXTURE IMPARTED BY FOAMS, EXCEPT PATCH TIE HOLES AND DEFECTS. 2. REMOVE FINS EXCE'EDING 114" IN HEIGHT. -.. .. ' L$ Jolla Centre II 9255 Towne Centro Drlvlfl, Suite 340 San Dl•g<>, CA 92121 ·3002 • 2 . 3 .4 .5 SANDBLAST WITH HARD SAND ANO WATER BLOWN av COMPRESSED AIR. SANDBLAST CONCRETE SURFACES WHERE SHOWN ON THE DRAWINGS. SANDBLAST EXPOSED TEXTURE: UNIFORMLY "MEDIUM"' TEXTURE SURFACE OF CONCRE'TE AS APPROVED BY ARCHITE'CT. REMOVE A MINIMUM 118 INCH DEPTH OF FINE MATRIX, EXPOSING A UNIFORM AMOUNT OF AGGREGATE. ON All EXPO~~:) SURFACES OF CONCRE'TE SCHEDULED TO BE SANDBLASTED, PROVIDE A UNIFORM APPE'AAANCE SIMILAR IN ALL RESPECTS TD THE SANDBLAST FINISH APPROVED BY THE ARCHITECT. "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS RLA _____ EXP------ REVIEWED BY: 98-016 DATE NA. Landaca.pe Architecture • Pla.nninc __. \ 619-550_1575 • Fax MO.lo80 INSPECTOR DATE CITY OF CARLSBAD SHEETS ··-------t-------i-·----t-----t----{ ~ -"---+-----+----~----"·--------1--+---t--+-------j l2J f----+---+--------------------l·-----t-------,f----t------J ;===::::'._:==================:'.__:===; PLANNING DEPART~ENT 4-0 t---+---t-----------.. ---------+----+----+---+-·--' --·---t-----t------.. -----------------t-------i-----t-----+----i ---+---+-·---·----------------+----+---+---+----4 CONSTRUCTION SPECIFICATIONS FOR: RANCHO CARRILLO VILLAGES 'E, F, K & P' --·--+--t-------.. ···---------f----+---+---t-------J ;=.,:~:,:;:====;6?::;;:::;;::::===============~ APPROVED __,,..-.,-, 1 , 7 0 C t---+-------t---------------------f---+-----+----+---.. /Y ./'~•~..,, .::, .( fJ.? /' A~Sccs""r""s""T""AN""T~P::-'LA';--;N--!N'clccNG=--cDccl-ccRE=cc--;r""o°'R-----OAT£ f----+---+---------.. ,,,_ ----------t-----t---+---+--~::::::;;:;;::::=====::;-;:===~;:::::=======:;-;::::====~ OWN BY; PROJECT NO. DRAWING NO, CHKD BY:___ CT 97 03 366-9L RVWD BY: • • • 1-------+----+----------------------+------t-------i---t------; DATE INITIAL e----. ENG I NEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL ~----~--+------'----- DTHER APPROVAL CITY APPROVAL /. j 3. 4 CURING AND PROTECTION: . 1 .2 BEGINNING IMMEDIATELY AFTER PLACEMENT, PROTECT CONCRETE FROM PREMATURE DRYING, EXCESSIVELY HOT AND COLD TEMPERATURES, MECHANICAL INJURY, AND DEFACEMENT. 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 AND FINISHING. 1. PONDING OR CONTINUOUS SPRINKLING; MIST SPRAY. 2. APPLICATION OF ABSORPTIVE MATS OR FABRIC KEPT CONTINUOUSLY WET; 3. APPLICATION OF SANO 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 DOCUMENTS. 8. WHERE FORMS ARE EXPOSED TO THE SUN, MINIMIZE MOISTURE LOSS BY KEEPING THE FORMS WET UNTIL THEY CAN BE REMOVED SAFELY. C. CURE CONCRETE BY PRESERVING MOISTURE AS SPECIFIED ABOVE FOR AT LEAST SEVEN DAYS . • 3 TEMPERATURE, WIND, AND HUMIDITY, A. COLD WEATHER; 1. WHEN THE MEAN DAILY TEMPERATURE OUTDOORS IS LESS THAN 40 DEGREES F., MAINTAIN THE TEMPERATURE OF THE CONCRETE BETWEEN 5 o DEGREES F. AND 70 DEGREES F FOR THE REQUIRED CURING 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_ 8. 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 PERIOD As UNIFORM AS POSSIBLE AND NOT EXCEEDING A CHANGE OF 5 DEGREES F. IN ANY ONE HOUR PERIOD, OR 50 DEGREES F IN ANY 24 HOUR PERIOD . . 4 PROTECTION FROM MECHANICAL INJURY; A. PURING THE CURING PERIOD, PROTECT THE CONCRETE FROM DAMAGING MECHANICAL DISTURBANCES SUCH As HE A VY SHOCK, LOAD STRESSES, AND EXCESSIVE VIBRATION. 8. PROTECT FINISHED CONCRETE SURFACES FROM DAMAGE FROM CONSTRUCTION EQUIPMENT, MATERIALS, AND METHODS, BY APPLICATION OF CURING PROCEDURES, AND BY RAIN AND RUNNING WATER. C. DO NOT LOAD SELF-SUPPORTING STRUCTURES IN SUCH A WAY AS TO OVERSTRESS THE CONCRETE. 3. 5 APPLICATION OF FLOOR SLAB SEALER/HARDENER: .1 PREPARATION: .2 .3 .4 A. ON AREAS WHERE FORMS ARE RECENTLY REMOVED, REMOVE ALL FORM OIL AND BREAKING COMPOUND RESIDUE T 0 ASSURE PENETRATION OF THE PRODUCT INTO THE SURFACE. 8. SWEEP ALL AREAS TO BE TREATED, USING A FINE BRISTI.E BROOM. OR HOSE OFF WITH WATER AND LET DRY TO REMOVE ALL SURFACE OUST AND DIRT. C. FREE THE SURFACE FROM ALL CONTAMINANTS WHICH WOULD INHIBIT PENETRATION OF THE PRODUCT INTO THE PORES OF THE MATERIAL TO BE TREATED. D. REMOVE ALL CURING, SEALING, AND COATING AGENTS BY Us E OF CHEMICAL OR MECHANICAL MEANS AS NECESSARY, AND AS RECOMMENDED BY SEALER MANUFACTURER. E. IF ACID IS USED TO REMOVE SURFACE COATINGS, FLUSH THE SURFACE WITH WATER SUFFICIENTLY TO REMOVE ALL ACID AND ACID RESIDUE. F. WHEN APPLYING NEAR WINDOWS, MASK THE GLASS. G. AVOID CONTACT WITH PLANT LIFE, GLASS ALUMINUM, AND OTHER FINISHED SURFACES. WHERE CONTACT OCCURS, IMMEDIATELY WIPE WITH A DAMP CLOTH OR FLUSH WITH WATER. H. DO NOT APPLY SEALER UNTIL CONCRETE HAS CURED A MINIMUM OF 28 DAYS. SEAL ALL INTERIOR FLOOR SLABS NOT SCHEDULED TO RECEIVE OTHER FLOOR COVERINGS, UNLESS OTHERWISE INDICATED ON FINISH SCHEDULE. APPLY IN STRICT ACCORDANCE WITH MANUFACTURER'S PAINTED INSTRUCTIONS, AT PRESCRIBED RATE OF COVERAGE. PROTECT ALL SPRAYED AREAS FROM DEFACEMENT AND FOOT TRAFFIC UNTIL COMPLETELY CURED. 98-016 11 AS BUILT" - \ A Land.scape Archltecturci • P1annln.e La Jolla Centro JI 92C5 Towne Cent:re Drif~, Suite 340 Son Diego, C,\ 82121 ·300Z ... ~_,,,. , 1319.560.1575 • ra~ 550 1580 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS DATE RLA _____ EXP, ____ _ REVIEWED BY: INSPECTOR DATE t--------f---····t------· --·-=--=---=--=--=--=--=--=--=---=----... ==-======:=-=~==~ 1 SHI EIE T I CIT y OF CARL s BAD ~ PLANNING DEPARTMENT ------+----·---+---+-----<~==:::'..':================-==~ 1----1---+---------------------+----+---+---+-----l (----t----+----=,v~--------••------+---+----+----+-----1 1----1------l--------------,.-------+-----+---+---+---i 1----~---+------------------+----·+---+---+----- CONSTRUCTION SPECIFICATIONS FOR: RANCHO VILLAGES CARRILLO 'E,F,K & P' 1------t---+------··--------------t---+----1,----+------I ~====::;:;:;::::==============~ APPROVED /~!) ~---=c,-,...=...?~C0<-~~--=-3-1 tf-z£ l-----l---+--·-----------··----------+----+-------1-----<I---~ 1-----f----+------------·~·,--------,1----"•' ~---+---+----+ 1------1-----+--------------·----l---+----•---1-----i ;:;;:A::;SS::;l:;::S=TA=N=T=P=L=A=N=N=JN~G;::D=l=R=E=CT=O=R=====::::;--,::::::::D=AT::::E::::~ OWN BY: PROJECT NO. CHKD BY:____ CT 97 03 RVWO BY: • • - DATE INITIAL ENG INffR OF ~ORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL ---I---"--~ OTHER APPROVAL CITY APPROVAL DRAWING NO. 366-9L " '' l'?.lP LOT 253 NOTE: LOCATE MAIN LINE OUT OF RIGHT-OF-WAY I /4 EXP. DATE ,-)1-14 0 l...andzical?'e Architecturl:l' • Planning La Jolla Ceptrl!!' ll 9255 Tc.,,.ne Centre Drive, Suite S-&-0 San Oieso, GA 913121-3002 En9.!;i50.1575 • Fax 550,1580 I I I ' I I I I I \ ! I PASEO GANADERO LOT 10 20 ' -- /2,C>.j.J_ 241 40 i ··---··· _,_, _ _j GRAPHIC SCALE IN FEET IF SH EFT SIZE IS LESS THAN 24"' X 36" IT IS A REDUCED PRINT. SCALE ACCORDINGLY ~-~~· -~---~~- ·- DATE INITIAL ENG I NEER OF WORK REVJSJJN DESCRIPTION 98-016 I/ AS B LJ I LT II APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE DATE RLA EXP. LOCATION OF PLANTING REVIEWED BY: AREAS ~·--INSPECTOR DATE CTr] CITY OF CARLSBAD ~ / PLANN[NG DEPARTMENT 0 IRRIGATION PLANS FOR· . RANCHO CARRILLO VILLAGES 'E,F ,K&P' APPROVED ~tiiZ-.3-l8'-tr9 ASSISTANT PLANNING □:RECTOR DATE ·- OWN BY: PROJECT NO. DRAWING NO. ,NIT IAL DATE IN I Tl AL DATE CHKD BY: --~-·--~~ C.T. 97-03 366-9L OTHER APPROVAL CITY APPROVAL RVWD BY: CMWD 98-510 ---- \ \ Z.1.~ SIS-!;, 51if. 17 C.Jt fq<-. I ~I Gj-,i,.. TI qi IN 11-1 \5 f--!LtA 1' 11., :t I 1· l;O \ CJII 1 ~· 41.0 20.5 111 10.2- 2.,, LOT 292 3/4' t I,. 1, 0 ,· I • ......._ ~5et ~ lj C,OHf, tf'i l'-J i--1~~ 0 EXP. DATE $•!>1-'i1 Lan.dmcape Archihctnn • Plsnnin1 La Joli• Centre Il 9265 Towne Cl!lntre Drhe, Suite s,o Sa.11. Oigo, CA 92121-3002 819.550.1575 • f'ax M0.1680 ....... 10 20 40 I I GRAPHIC SCALE IN FEET IF SHEET SIZE IS LESS THAN 24' X 36" IT IS A REDUCED PRINT. SCALE ACCORDINGLY. DATE INITIAL REVISION DESCRIPTION ENG !NEER OF WORK ¥ st,t st-IT, l'l fCf-~~N IN nil . . • ¥ 98 016 . 11 AS BU IL T /I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE RLA DATE EXP. LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE ~ 1s~s1 CITY OF CARLSBAD ;, PLANNING DEPARTIENT IRRIGATION PLANS FOR: RANCHO CARRILLO VILLAGES 'E,F ,K&P' APPROVED ~4,(2_ 3-ll"-7,7 ASSISTANT PLANNING DIRECTOR DATE DATE INITIAL DATE DWN BY: PROJECT NO, DRAWING NO, INITIAL CHKD BY: C.T. 97-03 366-9L OTHER APPROVAL C !TY APPROVAL RVWD BY: ... CMWD 98-510 PASEO ... 'Ji' ................... ~ I ,. f;~N~+-,(l ..... I 1- ---·--------------..... . , ........•..................... -·•···········;;,~•·~·· l I ' ' ..... , ..... l ' PORT ···1 ' I --·cL=~~··· \ ' \ ·' 1~- '===4--~v:#1#-------... -_·c:c .. ---~ ---'===' '\ ' ~ \ \ \ ·. ,, ,\' ... ·• ---~=~·;;;~· l ···p,,. , ! .•. ·••·•••····• ... ···• .· .. · .... 7/~ .-:·.:: .. ::·: f It ....... ······ N . 1 ,• --,n-\ \'" p,., .. -•' , .. '\ ·1,\ ,, ,~,i] t ~·~ ' ' \ \ 2si \ 1' '· \<;c\ ', -·· .,• ' I ' (/) ::c rn rn -l 6 ■ 98-016 l:-:JIL T" I REVlfW_ ~yd -/_ -'-~~~------2·$:~ INSPECTOR DATE DATE DRAWING NO. 366-9L CMWD 9Ef-5f0 @y ···--·· ... --;······--·····-····-···~··· ~! . ··•-··--' ... ,.,,.-·-----1-_, .. _ ...... _ -== ·-l--c~~"~'~ , ---~A_Lo:~: Al~jOJ}~--R~A~ l~ef ~~:;:F~ . :1: '~~::~~'.-~"'.'. "" ·············'···· --··1···· \ \ ' . •••M·~-•-'"""''••••=••••~ ---~•••••/=••••••~ ---~•••••,./"'"'""-• ,.< -~~.,,O,OW• I' = -~ ::;.:.,:a; , «1s~ ,M ... " ~~~~:.;: ..... .. . .. .'1¥ ~---·-~-;4v1 .·;i;;;.;:;:i--·~ ··· .... ~.*= .... ·ce.··~~l~',4 ~•· . ~ ;r1"··••·····):?lf"i .. I ::~.·;·.··•··•·""·····~;;';;.,---~ ~,-<,~~ ,.. ,,_ t•.;........... 'V0 .. :::~!: .::: •i.~.,cl. .. ,::::.a~~~ >--t-" ~4 .. • . .... ····•~,t~····· 0 80 - GRAPHIC SCALE I'= 40' 293-A4 120 . ':> ·00 a.1 A. DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL ' ,, ,1 • ·········----< INITIAL CITY APPROVAL ·~------.'~--=· ""'-···--· ' . C/\TE MAINLINE OUT OF HOMEOWNERS LQT 98-016 LJIL T" TITLE: , · ·JJ3-t:io DATE CITY OIF CARLSBAD PLANNING DEPARTMENT ~ 0 IRRIGATION PLANS FOR: RANCHO CARRILLO VILLAGES 'E , F , K , & p• APPROVED: ~fl 3-1tf-?9 ASSISTANT PLANNING DIRECTOR EXP. 12/31/01 DATE DWN BY: PROJECT NO. DRAWING-NO. CHKD BY: RVWD BY: C.T. 97-03 366-9L CMWD 98-510 \ lJ "' Cl' • ,.l) ,.... ® l,J CONTRACTOR SHALL PROTECT EXISTING IRRIGATION SYSTEM AND INSTALL NEW SYSTEM PER PLANS, DAMAGE TO EXISTING IRRIGATION SYSTEM SHALL BE REPAIRED OR REPLACEl3 IMMEDIATELY PER ORIGINAL APPROVED PLANS AND SPECIFICATIONS, N1 10TE --- GRAPHIC SCALE I'= 40' LOCATE MAINLINE , TOF RIGHT OF WAY DATE INITIAL ENGINEER OF WORK o" "(,,,.,,,,,,_ - ,.-,,,,?l - ,..~ -13LJIJ:r REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL . ·····, .. :> i - \ \ 98-016 A· I ·CO DATE APPROVED:/~ 3-/Y-77 ASSISTANT PLANNING DIRECTOR EXP.l2/3IIOI DATE -PROJECT NO. DRAWING NO, OWN BY: I CHKO BY,--C.T. 97-03 366-9L RVWD BY: CMWD 98 510 L1 "1 " ii ! 4$~fAT;~~~o~~~6i.i.ER (REL6CAT~~;.uc·'. FRQMAOAD STATl°ON f6+20FASEQ VAUNDO-PERMANENT LAND§CAPEr:. MAS.TE.R--HOA ~·~·---.. --,,,, ....... -•..••. ,,.,, ... ,. · • • , ,,~'RECLAIMED METERON ;:;~RVICE LiN~i~EW)· . , •..• ~-· . 1~]}il';}q=[QWPj'\E'IIENTEHDEVtCEAND PRESSUR( ....... •···· · .. . ..... , ... REGULATOR ON 2" PLUMBING(NEW) SET~ l/0~/ z.._MASTERVA[VE(RELOCATED) FROM ROAIJ.STATION \ 16+20 PASEO VALINDO----.. . . , 1·112" FLOWSENSOR(NEW), EXISTIJ\JG IRRIGATION SYSTEM TO REMAIN .. . .. • CONTRACTOR SI-IA.LL OBTAIN "AS-BUILT' D.FIAWINGS ... m~ . .. . . -- LAN0ScA.PE.1MPROVEMENT.DBAW1-Nes·Fol'l .. ~oSJoN--·············· .. CONTROLISLOP·E·ftEVEGETATION·RANCHO 9ARRILLO MASS GRADING PROJECT NO. HDP 91-17 DRAWING NO. 331'1[ CONTRACTOR SHALL PROTECT EXISTING IRRIGATION SYSTEM AND INSTALL NEW SYSTEM PER PLANS. DAMAGE TO EXISTING IRRIGATION SYSTEM SHALL BE REPAIRED OR REPLACED IMMEDIATELY PER ORIGINAL APPROVED PLANS AND SPECIFICATIONS: .......... ·. ~ ·-., ..... ~ ..... -~::::.. ..... ~~-:::,;---\0\ . ', ... ........... ·. .. . '•\' p \ \ .. -----.~~---\\•' ··"/,·. ~~~ \~ '.' ,::;---: ~~. \ . \ :,;:_;,:,;, -t~-. . ·y . . .. -· L(i ;.~'.-~-<-~:·_~, Sf Ha e -· ··:-,-. (,.'. .--; -··· /, ,. \ -~ ' .. ¾ "> . : ~ ' \, :·:·.·t·· ··~, ""'""'' / I '·-•••• "t,;;q~=-:'1'--:-rt-,;,;:="'1m-11'#.;=,::;--------~------,:· ,:,,, . R ·••··.. · •. i·· . ' · . .. (NEW)AT ROAD STATION 43+25 . RANG80.BRA'{AD\)< . ·•.. ··. . .. I ••• ·-. '•,·•~ ·._ .,._.__ • -•• ··s,, . .,_ -. . . •.. ··. . . li!DRAULIQGRAOIENT,,., '.':.. 7QOF'r .. E~EYATION AT l!:Q.C. ., . 405 FT> STATIC PRESSURE . ··· .... ''-, ·. , 128PS.1 . ·-. ', . <_·--.. ""-..,"'-,-.-. •,, -. DISCHARGE MIN 8 MAX:65,(,PM''~ 48 SIATION CONTROLLER (~E~~CATED) '.'I.:'' FElOM RO~~ . STATION 101+60 MELSRQSE DRIVE PE.RMI\NENTLANDSCAPE/ MASTER HOA ....... · . ·· .. ;\~ti::;' i:'. ... f:1/2'' REC~~IMED METER ON 2" SERVICE LINE (NEW) .. ···• \ .. . 1;1/2" BACK FLOW PREVENTER DEVICE AND. PRESSURE REGULATOR-ON?" l>LlJMBiNG(NEW) "SETREG.lJ(ATOR AT:J,l~PSL .. ' . . . ✓ 2''. .... . .. · MASTE~ VAlVE{RELOCATED) FROM ROAD STATION ·'id1+SO·MELROSE DRIVE . . • .•. ---· -······· '•• '•, .,, • '•. '·••-, •. '·•i• ... ·_··-•.•.•••• ••, ___ . ' . ' .... J-112" FLOW SENSOR (RELOCATED) FROM RQADSTATION . 101+80 MELROSE DRIVE 20 0 40 ,_(i,""i. .,. .. . .1 l20 ----- GRAPHIC SCALE I'= 40' ............ ••······•··· .. ...... L 18,1.. 19,1.46 · / LOCA·rE·cdNTROL VALVES &· COMMON WIRE FOR EACH CCJNTROLLER IN VALVE BOX L13 ....... ...... .. ······· ,4 ........... ........ 7 / A~D FOR PLANTING •.. . IGATIONONLY, INCLUDING PRECISE. LOCATION OF PLANTING AREAS. -••' ... ,· ·1-~-6<> OW-- DATE INIT1AL ENGINEER OF WORK ·. ·. . '·, .. · .. . •. • .... , \. "-"' ·..., • 1L.r REVISION DESCRIPTION ' ' / ( /r \ ·.. . 2.$ ... f' 1_5,lP . ,, -1l •~ \\ J~~ re SLJIL T" NI·· .. ~ .......... ··········· ... "AS .. .fJ ~'~" Pate ~'/··· , 1// /?" ./,: 8· \-00 · 1: A I 11 · . 98-016 ·· ...... ... . .... ~ ~~l"l'j .. TITLE: la,A. \ .rr7 (__,, 1 :::: .. :i~~~-c1Jcap_~_)\.~.c .hii~~~,Jre --~ .Pl.\ ~_!_;b'lg_ · ... ... ............... LaJolla CentreH . ··· ... • ·· · · ....... 9255 . .T.owne:.Cenlr~J)riv-e, .Suite 340. RE :E~e,J-1$-. Sari Djego; CA 92121-3002 ~-5•oo · 619550-1575 • Fax550-1580 INSPECTOR DATE w ~ CITY OF CARl§IBAD l PLANNING DEPARTMENT 40 IRRIGATION PLANS FOR: RANCHO CARRILLO VILLAGES 'E , F ' K ,& p• APPROVED: / (2 .S-lf-,77 7v ' ASSIST ANT PLANNING DIRECTOR EXP, 12/31/01 DATE J·Y)•fll H? OWN BY: PROJECT NO. DRAWING NO, DATE INITIAL DATE l!..1 TIAL CHKD BY: C.T. 97-03 366-9L CITY APPROVAL RVWD BY: OTHER APPROVAL CMWD 98-510 -c O ..... 0 ;--2 j '\ I < :,,...-"' / \ . r----~i f {..aj [ ,m, t p i m ---.... , " / / / • "·· "· • I . I ' ' I ,, i l I' !40 \ : -·:: ·:::::/ __ ... :· -· _·r_·_·_ >~\ r--•· . .. ...... •-:;:; .... .-__ EXISTING IRRIGATJONSYSfEM TO'REM.A\r···c:·.: ..... . CONTR_ACTOR·SHAL[OBTAIN "AS-,au1(r-WRA\'vlNGS:.:.·c,·,,·----- ·•-.-•·· -----FOR; .. --······--· --.--"~"""_,,. .. ,,. ... ,..~ __ \ ·.:_-i,.: .:: it -••"· _____ .. -:· -;_::_.:;:· · LANOSCAP~)MmWVf'li.iENJ: tlRIIWIN'Q$ Fl,lR!!JlQ$10N ······ ... · CQNl'ROt/SLOPl;.REVEGf!Tll.TJON RANCrt<t·CllRR.ILLO MASS GRADING F'ROJECT tfO. HOP 91-17 DRAWING NO. 331 -1L CONTRACTOR SHALL PROTECT EXISTING IRRIGATION SYSTEM AND IN'STALL NEW SYSTEM PER PLANS. DAMAGE TO EXISTING IRRIGATION SYSTEM SHALL BE REPAIRED OR REPLACED IMMEDIATELY PER ORIGINAL APPROVED PLANS AND SPECIFICATIONS. .. / ~,> '>.. .... .., -----~6 ---l,,f1rrcf{ .... --~ ~I I RAN --'.'" .. ,'.'" t.1Ne.see: . ············ ... / : < ~-:· CHo-:: ~ · ·· SJ.tr,. 1& ' .... .-c~;;a ]· ~-..-___ J i ,,c ··. 1/·· ··: .. ·.··.. . ' ~;;;,.~:" ~® \~;~: / // i~c;··-=ccrr• .=-n;:,.oc ·~~ · ;~, m,>t.N.'1 . • .. · -:,i.· _./ .;,./ ~( . -,. .. ~""-. . " ' ·="'·'" . . / / I j .... , -··J '0:· :';;, ,,~ \ " 40 c:, 1" 1&7-4 20 0 4CI GRAPHIC SCALE I'= 40' I . . I I ·--., .. -~.,,_,, '"=·---,--... ~--~. ········ >· ··;,,,.~""''''••· ... ,, !"''"·"·"• ..... ····· ... ................................. .... .... ........ ... .... ·~ <\ .... .. . · .. ·. . .... ....................... ........... ,,,.,,_ ..... .. . .... ··· APPROVED FOR PLANTING .. ········ ······ AND IRRIGATION ONLY, . INCLUDING PRECISE LOCA TI6N OF PLANTING AREAS. IO ! l ""'"'" ""' .)~·)b,.'2 ;> \_ .I; < ··············· . ·········· L.:i ,c:yf. / ... , ... ,,, Ir. ~ I = 11 AS LJIL T 11 ..... , <'~!"'[, • ······· ..... ······ . .//, ,lr<t/4-. ......... · . -· uate .. .//,'--,' . ' ///-""-. ......... ········· . r" '"Y2"-... ············ -u DA 1-tc TITLE: .• .. • t,p.,-;11-,, . • .. .. .. ·• .... .... . r Landscape llrchrtec~ure· • Plann,~ng-.... ..... La J oH~ Centre II 98-016 9255 Towne Centre Drive, Suite 34.C. REVIEWED BY: "-· San Di ego, CA 92121-3002 ... · /--.~/4ef: ' .... 2. ·!/.a::J 619 550-1575 • Fax550-1580 .., INSPECTOR DATE w CTEJ crrY OF CARLSBAD 5 PLANNING DEPARTMENT C> IRRIGATION PLANS FOR: RANCHO CARRILLO VILLAGES 'E • F I K ,& P' APPROVED: ,.. ,.. '/4(2 {/_ 3-1~-77 ,,. ASSISTANT P,ANNING DIRECTOR EXP. IZ/31/01 DATE ·5 ,()(> ~·· k>·E!i.lll.-1 re-·i: 1'1·00 DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: PROJECT NO. DRAWING NO. REVISION DESCRIPTION CHKO BY: C.T. 97-03 366-9L ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWO BY: . : .. Ex1sT1NG rRRIG~rfoN sys'1JM'ro Re~Ar/i ./i. /./ ./ ·•-.. . ... ..... ... .. ;~~-·~·-. ' z" ~: ~\t\:, ' ' ,,_..;c-,:::,, y' ~iii; ~ I ~ -~,~-.,= :~ ~..... \·l ........ ,:-~:\~\.-\ .. -' ri~-~ ·. . _,.,.,f ' \ " it ;, . 4 ' ' ;;~@ ·.. ~,&· ' .• • _;,,?. ·-· .. . -.• ··. ,F~~ ,., '·,. ; 0 . . ~-·······' • . • .. ·'I',!.· ',(!'!;-!'JV ' • .,,,~.u · · _: :· .t~/ ~i i ; j i ,,,. i ; j ' . ' : ····I ••••••• I zo 0 40 80 --- GRAPHIC SCALE I'= 40' I / I 98-016 /2 "AS/ ,, LJIL T" TITLE: RANCHO CARRILLO )i IZO E==f==f=================~==~E=~t==t=j :::::::~::~tv~1~LL~AG!Es~·~E= ~·=F~, ~K--c,~&.~P1' ~==d I APPRov4-__ -;,,,zo /,,:. ,, "'.:>_/c:.. ,--,0 ·5 ·00 ~ 1>6·WIL1" .;;,· lrr,r D ASSISTANT PLANNING DIRECTOR ATE INITIAL 'l,·B·OO '.l? EXP.12/31/01 DATE REVISION DESCRIPTION DATE INITIAL DATE INITIAL DWN BY: CHKD BY: OTHER APPROVAL CITY APPROVAL RVWO BY: ENGINEER OF WORK PROJECT NO. C.T. 97-03 DRAWING NO. 366-9L CMWD98-510 \ \ \ r CONTRACTOR SHALL PROTECT EXISTING IRRIGATION SYSTEM AND INSTALL NEW SYSTEM PER PLANS. DAMAGE TO EXISTING IRRIGATION SYSTEM SHALL BE REPAIRED OR REPLACED IMMEDIATELY PER ORIGINAL APPROVED PLANS AND SPECIFICATIONS. · El STATION CONTROLLER (Ex1sriNGi ::.c,c. wiFLOW METER ·· . ERMANE'NT LANDSCAPE I INDIVIDUAL.OWNER . I· 2" RECLAIMED METER ON 2" SERVICE LINE (EXISTING) 1 • 2" BACKFLOW PREVENTER DEVICE AND PRESSURE REGULATOR ON 2" PLUMBING(EXISTING) ; 1." MASTER VALVE 1-112" FLOW SENSOR. SETPRESSUREATl0~0~PS~l~.(E~X~IS~T~IN~G~) _____ __. 40 21) 0 40 80 1211 - GRAPHIC SCALE I'= 40' l~'f------t-1.t>JNUNf: l':,1-tp11 f'Pei-1 Wf'.e> /'7· ! <,.,,. ~.. \{,~! j ' I • '''•'l"I.Jl_ ·• l,, °"·«: ""'-ct<o..~ (ill -1, ~ .. "::):;:;:_ .::::~ -.. ··-tz~ I < /.,_;.-'Y --~~" _, --..,.,,, . .._ C j L""" /2 // "' •~,,,;· -,. . -· .. r·····-··•,,~····- DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL TITLE: "A~)?UIL T" /#7 . ., -~ L/ CARRILLO VILLAGES 'E , F , K , & P' 98-016 J /2,.r &i- 'DATt_ APPROVED: .V -0 ::,:::_.;:-~..-:~· --~=---~3-1~-77 ASSISTANT PLANl11NG DIRECTOR EXP,12/31/01 DATE OWN BY: __ _ PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: C.T .. 97-03 366-9L CMWD 98-5'10 Irr! ..... • -0 r D VU. PRODUCT 920 SOUTH MIDR!;ASE:N DRIV(, •106 (SCONDIOO, CALIFORNIA SHRUB HEAD 1619) 480-6709 / _ ___,._-/_____ AN TI -DRAIN VAL VE OR __,,__ __ _.__.. _ __. _ __.--~CH_E_C_K_V A_L_V_E __ _ ---------------- ---------- PVC SCH. 80 RISER (LENGTH AS REQUIRED) ____ _...,.....--------------_........---ST~NLESS STEEL VI.T. SPRINKLER TIE W/ PROTECTIVE VINYL TUBING (2 EA) REQUIRED. ----FINISH GRADE 2-MARLEX 90 STREET ELL --------------- PVC LATERAL PIPE --_PVC SCH 40 TEE OR ELL A -----® SHRUB HEAD ON RISER NO SCALE FINISH GRADE -~ 3-MARLEX 90"-~-~ SWING JO IN T '\ ====-------====:-:r--11,.- SCH. 40 PVC FITTING -- 1\ \ \ ..4------SCHEDULE 80 PVC NIPPLE LENGTH AS RED_ 1~--NON-PRESSURE LATERAL SEE LEGEND FOR DEPTH AND TYPE OF PIPE 12" POP-UP GEAR DRIVEN HEAD ON SLOPE NO SCALE 6-5-96 SIDEWALK OR CURB--~ NOTE: SPRINKLER HEADS W]THOU1 FACTORY INSTALLED ANTI-DRAIN VALVE SHALL INCORPORATE AN EXTERNAL FLOW SHUT-OFF 'eALVE AS A PART JF THE SPRINKLER ASSEMBLY, SCHEDULE 80 PVC--~ NIPPLE LENGTH AS REQUIRED (6" MIN.) PVC TEE -7 I 2' MIN. WITT Ill w- =111 ~--FINISH GRADE 111 _J 11 i---6' POP-UP SPRAY HEAD W/ FACTORY INSTALLED CHECK VALVE SCHEDULE 40 PVC THREADED 90 ELL ~-PVC LATERAL LINE B ------® 6" POP-UP NO SCALE SIDEWALK OR CURB --- SCHEDULE 80 PVC----.__ NIPPLE LENGTH AS REQ. (8' MIN.) PVC TEE 2" MIN. ®LAWN POP-UP HEAD NO SCALE ~--FINISH GRADE i---GEAR DRIVEN LAWN POP-UP HEAD W/ FACTORY INSTALLED CHECK VALVE SCHEDULE 40 PVC THREADED 90 ELL ~-PVC LATERAL LINE GEAR DRIVEN SHRUB ROTOR---, t-12" 1/2" RE -BAR CHECK VALVE OR COUPLER USE FACTORY INSTALLED CHECK VALVE IN HEAD IF AVAILABLE-~ ¾" SCH. 80 PVC RISER~\ \ \ 2-MARLEX 90° STREET ELLS-· SCH. 40 PVC TEE OR ELL----- \ \ \ FINISH GRADE -7 I ""---TWO STAINLESS STEEL HOSE CLAMPS W / PROTECTIVE VINYL TUBING ,---· WALK/CURB BOTTOM OF SLOPE NOTE: ALL LATERAL LINES AND FITTINGS SHALL BE 'ALERTLINE' OR EQUAL © GEAR DRIVEN ROTOR C ---------NO SCALE rr ·.• -. -Ill ·.·.· 11 i' I I 111 • OPTIONAL BUBBLER (SEE LEGEND) RDOTBALL FINISH GRADE 4" PVC DRAIN CAP/GRATE (BLACK) PRESSURE COMPENSATING BUBBLER WISCH. 80 PVC NIPPLE EDGE OF PAVING SCH. 40 PVC ELBOW F ------® BELOW GRADE BUBBLER NO SCALE 98-016 11 AS B LJ IL T 11 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE DATE RLA EXP. ..-)\ A Londscape Architecture • Planning LOCATION OF PLANTING REVIEWED BY: La Jolla Centre lI 925'5 Towne Centre Drive, Suite 340 AREAS ..._ ...i \ Sa.n Diego, CA 921Z1-3002 _ r 619.550.1575 • Fax 550.1580 INSPECTOR DATE I I szr I CITY OF CARLSBAD I s40s I .~ .... --~ ·---· . PLANNING DEPARTMENT -····"--... ,.~, -- • ··~ .. -·--_,.,_ . --~ IRRIGATION DETAILS FOR: \.~NO'CAPt "~·-··--· ·-·, RANCHO CARRILLO .ef3" v.1)1 l!J; 1'~~ """"' ,.,_, ~c.,, I . -" VILLAGES 'E F, K & P' ~--~ --.. ' ~~ / ~---~ft•-....... •----· ,ti ,~~~tic,. * "ft'~'""""""·····~~-APPROVED ~«CZ __ 3-lfrcfz \ I ., , ✓--, ,,., ... ~ --•, -{P /• '¼)! u-,.o /4-"' ·---·-"-ASSISTANT PLANNING DIRECTOR DATE t OF CA~\\~ OWN BY: . PROJECT NO. DRAW[NG NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: C.T. EXP. DAff ,,31·1~ REVISION DESCRiPTJOr, 97-03 366-9L ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: CMWD 98-510 0 0 0 0 0 0 0 0 0 . z -::,; ' 00 . z • -:;;: s a:> "RA[NGUARD" ___ ......-----~•y~,s-.-~--- WEATHERPROOF. LOCKABLE _..-------ST A I NLESS STEEL CONTROLLER ENCLOSURE --------------. AUTOMAT[C CONTROLLER SEE PLANS & LEGEND FOR MANUFACT. MODEL# AND SIZE. ON-OFF POWER SWITCH FOR CONTROLLER .... __ . 110V GROUNDED OUTLET TERMINAL STRIPS FINISH GRADE MOUNTING FLANGE W/BOLTS TO BE SET IN CONC. PAD W/ MIN. THICKNESS 6" --------LOW VOLTAGE CONTROL WIRES IN 3" DIA. PVC SCH. 40 PVC SWEEP ELL 1" PVC SCH 40 CONDUIT, SWEEP ELL & FITTINGS TD POWER SUPPLY 1,z" D[A. X 54" COPPER GROUNDING ROD, CONNECT TO 110V OUTLET WI #14 COPPER D[RECT BURIAL WIRE EDGE OF FIXED IMPROVEMENT ---, -----,----- II -.., ,. " ' " ' 6" FOR BALL VALVES 2-1/2" & LARGER USE RECTANGULAR THERMOPLASTIC VAL VE BOX VAL VE BOX WITH PURPLE LID FINISH GRADE/TOP OF MULCH BALL VALVE WI UNION PVC PIPE EXTEN. SIZE AS REQUIRED TYPICAL PVC SCH 80 NIPPLE -6" PVC SCH 40 COUPL~G BRICK (1 OF 4) PVC PRESSURE PIPE TO VALVES ~--~·"·'•"••"---~--·-- PVC SCH 80 MALE ADAPTOR PVC SCH 80 UNION -,.-----···· VAL VE BOX WITH PURPLE COVER BALL VAL VE FINISH GRADE/TOP OF MULCH --,.,, ,,.,., •••m •·. ·- PVC SCH 80 NIPPLE (CLOSE) PVC SCH 40 ELL PVC SCH 80 NIPPLE --,~.,·~----(LENGTH AS REQUIRED) .3" MINIMUM DEPTH OF 3// WASHED GRAVEL BRICK (1 OF 4) -·------- G ------© CONTROLLER NO SCALE ® BALL VAL VE AND UNION H ~------NO SCALE I t--------CD BALL VAL VE NO SCALE s11s;95 2" IN GROUNDCOVER OR SHRUB AREAS 11=1 I Q:'. 0-r: L.... f-o._ □w zo w (.!) w Wz _J ::J w;:: u.J <( (/) :;, 111,_111 __ 111_ 11 IUJ 12"-18" FROM EDGE OF CURBS. WALKS, ETC, QUICK COUPLER VAL VE RED BRASS RISER ------- RED BRASS COUPLING . ,. .... .. RED BRASS 90 ELBOW . ,·, . ~ . . Q)~Q_U_IC_K_C_O_U_P_L_IN_G_V_A_L_V_E __ _ NO SCALE SLEEVE CHART FOR IRRIGATION PIPE PIPE SCHEDULE 40 PVC CONTROLLER SLEEVE SIZE WIRES 3/'4" 2" 1-15 AND WIRES 30-INCH LINEAR LENGTH OF WIRE, COILED / WATER PROOF CONNECTION (1 OF 2) -~ _,----1□-,,---T--:AG:- ---,,----~V~A~L V~E~B~O~X~W~IT~H~P~UR~P~L~E~C~O~VE~R~ ~-__ ,, FINISH _GRADE/TOP. OF MULCH REMOTE CONTROL VALVE PVC SCH 80 NIPPLE CCLOSD ,_,_pvc SCH __ 40_ ELL, PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) BRICK (1 OF 4) SCH. 80 NIPPLE (2-INCH LENGTH HIDDEN) AND SCH. 40 ELL PVC MAINLINE PIPE PVC LATERAL PIPE PVC SCH 80 UNION SCH_ 80 PVC MALE ADAPTOR ® REMOTE CONTROL VALVE K ------NO SCALE SCHEDULE 40 PVC SLEEVE SIZE 2" ,. ------ 1 " 2" 19-24 2-1/2" BENDS CROSS TEE 1-1/4" 2-/2" 25-.36 .3" 1-1/2" .3" 37-48 4" 2" 4" 49-72 6" 2-½" 6" .3" 6" 4" 6" ~• MIN, ~D SECTIONS CAPS NOTE: SLEEVE CHART IS FOR THE CONVENIENCE TO THE CONTRACTOR. CONTRACTOR SHALL PROVIDE ADEQUATE PIPE SLEEVE SIZE TO ACCOMMODATE THE INSTALLATION OF THE IRRIGATION PIPE ANO WIRES I ~IU ; ~O 8Eli~ ~c eEMI~ Zi-112 B[t,J~ TEH ,-CROSSES I . A • A • A • A • C D A • l]M"· S" B" 4" O" 2" O" 6" •" ,. 14 ... •" ' •" , .. 10 ," 8,, ',, •" •" •" 10 20 8" 8;;- i""8 11 12 12 , .. 10' S" 9" s,, 12 12 27 , .. -0 ! 10 ,.. 14 10' 12 •" 10 11 14 14 " 11 '2 11 ~2' 20 16 12 14' 8" 11 14 16 IS " 14 :.~J SLEEVE CHART FOR IRRIGATION PIPE & WIRES BLOCKS L 2'-0" TOP OF PERM. FINISH GRADE WHEN SHOWN AT TOP ON PLAN. PERM. FINISH GRADE TEMPORARY BERM ~·~---/_,,\~ ~/--'s -----\ ' " SPRINKLER HEAD PERPENDICULAR < / 's TO SLOP_~---~IY.~ICAL.:_,) -------------·-------~~~ \ '-, M/>JNLINE PIPE AT TOP OR MIDDLE OF SLOPE AS SHOWN ON PLANS FINISH GRADE LATERAL AND NO SCALE MAINLINE LATERAL MAINLINE PIPE PIF'.f:_J ·----~---. SEE LEGEND FOR DEPTH OF -LATERAL ANO MAINLINE: PIPE -------·-··· ·--... ~ ------- ----....... ---......._....._ ~--_MIN. 6" PIPE CLEARANCE __ -...... ____________ _ -------BACKFILL SEE SPECIFICATIONS PIPE LOCATION 6-6-96 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE .-~ A Land.seep@ .A.:rchitect-ure • Planning LOCATION OF PLANTING La Jolla Centre II 9255 TQwne Centre Drive. Suite 340 AREAS .. "" \ San Di~go. CA 92121-3002 -619.550.1575 ii Fax 550.1580 -· ··-""'' ----·--~ [aj ·-·· "-----2 -·····-~ --- 98-016 11 AS B lJ IL T '' DATE RLA EXP. REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD SHEETS I 10 I PLANNING DEPARTMENT -"~~·---~-~~ IRRIGATION DETAILS FOR: ~ \J!IDSCAp~ .... _,_ --RANCHO CARRILLO -~-------.,, ·!-··-· (if$ _/ ········-·-VILLAGES 'E F, K & P' ' ~"" //'L.~ " ·~·""'" M NO SCALE @THRUST N NO SCALE 317 /96 ~;~a, / .,., APPROVED~U 3-lf-f7J ,-t( I } •""2'' -Jf. I .,., ... ,,,_ I \ 'JI -, ····--· .... ·· ~ u=• /4"' '--" -···· ASSISTANT PLANNING DIRECTOR DATE OF CAl \\<$ -~-~~ ·~···. OWN BY; PROJECT~ DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL ~ -~1-~q REv:s:c\J JESCRlPT!UN CHKO BY, C.T. 97-03 366-9L EXP. DATE ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: CMWD 98-510 r STREET SURF ACE '° POT ABLE MAINLINE "' (SEE IMPROVEMENT DRAWINGS) 12" MINIMUM REQUIRED VERTICAL SEPARATION RECYCLED WATER IRRIGATION MAINLINE-~~ -SLEEVE NOTE: ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN: 'STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS' 'CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS', OCTOBER 1993 TO IRRIGATION SYSTEM 1" SCHEDULE 40 PVC MAINLINE UNLESS NOTED OTHERWISE -I I I 1" PRESSURE REGULATOR SET AT 75 PSI TYPICAL SEE DETAIL 'E' ~ 1" BALL VAL VE SEE DETAIL 'D' 1-1/•" CAPPED MAINLINE FOR RESIDENCE ~,-~·· L-~ ¾" POTABALE WATER METER ~--BY OTHERS EQUIPMENT ARRANGEMENT FOR 24 11 1D' MINIMUM TO POTABLE MAINLINE IN STREET NOTE: CURB & GUTTER SIDEWALK METER BOX W/METE~ POTABLE SERVICE LINE 1 2" MIN I MUM 0 RECYCLED WATER i-------;I-:cR-::-R-;-I G::-A"cT~I~O~N~MA=-c-,I N~L--;I~N=E W/SLEEVE VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 2~" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE STREET. SCH. 80 PVC NIPPLE SCH. 80 PVC UNION URPI E COVER . ADJ. PRESSURE REGULATOR FINISH GRADE FACTORY UNION SCH. 80 PVC NIPPLE SCH. 4D PVC FEMALE ADAPTOR 4X8 BRICK (1 OF 4) @ POTABLE NO SCALE MAINLINE CROSSING ®_P_. _O_. C_. _A_T_R E_S_I_DE_N_T_I A_L_L_O_T_S ___ _ NO SCALE Q POTABLE SERVICE LINE CROSSING NO SCALE ® PRESSURE REGULATOR R --------NO SCALE PVC SCH. BO NIPPLE PVC SCH. 40 ELBOW SCH.40 PVC :ALE ADAPTOR/ O:r: LL. --- \ 0 E::;-,j<.--1----1 Zo w 8 «' _J "" w w,-w «: -#'-,~,-- (/) _J PVC LATERAL PVC SCH. 40 ELL. PVC SCH. 80 NIPPLE ATMOSPHERIC VACCUM BREAKER TNST All 6" ABOVE TOP OF HIGHEST SPRINKLER HEAD CUT HOLE IN PVC PIPE AND /-i'IE--GAl V WIRE TO SLEEVE / 4" DIAMETER PVC SLEEVE / MANUAL CONTROL VAL VE I I I f LI 4 MIN FINISH GRADE ~ :i: SCH. 40 PVC MALE "-S:: / ADAPTOR. Ow zo w uiw w:a, _J :::::; wZ w<'e u, :::;: PVC MAINLINE s MANUAL CONTROL VAL VE W / ATMOSPHERIC BACKFLOW PREVENTER NO SCALE 8/15/96 JUMBO PLASTIC VAL VE BOX WITH 2'-6" EXTEN, AND LOCKING PURPLE LID MAIN LIN~ REDUCING COUPLING AT DIST. EQUAL TO 1DX PIPE DIA. FROM FLOW SENSOR TWO (2) CONDUCTOR SHIELDED CABLE CONNECT, TO TRANSMITTER -~1" IN TURF AREAS 2" IN SHRUB AREAS FLOW SENSOR FINISH GRADE i---REDUCE COUPLING AT DIST. EQUAL TO 5X PIPE DIA. FROM FLOW SENSOR (IF REQUIRED) Ci) FLOW SENSOR T ,----------- NO SCALE 7-24-96 CONDUIT I I I, , WIRE RUN\ ~ -.~ PULL BOX i -, I I . ., ~. 18" , FINISH GRADE RECT AINGULAR PLASTIC / VALVE BOX ____ _,II 11ill~ WI I m 111= --m { N - rt) m "" LOOP CONTROL WIRES INTO PULL BOX. ALL SPICES ... ARE TO BE MADE IN PULL BOXES OR REMOTE CONTROL VALVE BOXES. (4) BRICKS AT BASE CONTROL WIRE RUN NOTES: 1. INST ALL PULL BOXES AS SHOWN ON PLAN 2. AT JUNCTIONS WHERE RUNS COMBINE, SPLICE COMMON GROUND IN PULL BOX. 3. PULL BOX COVER SHALL BE PERMAINENTL Y MARKED "ELECTRIC" 4. CONDUCTORS FOR EACH CONTROLLER CLOCK SHALL BE HARNESSED SEPARATELY AIND AT SUFFICIENT INTERVALS TO MAINTAIN A DEFINITE BUNDLE. 5. ALL SPLICES SHALL BE MADE WITH A PROPERLY SET MECHANICAL SPLICE CONNECTOR ENTIRELY ENCLOSED IN SELF -CURING RESIN AND SHALL BE COMPLETELY WATER PROOF. 6. ALL SPARE WIRE ENDS SHALL BE INSULATED IN THE SAME MAINNER AS WIRE SPLICES. 7. IF SPECIFIED, ALL SPLICES SHALL BE WITH METALLIC ALLOY SOLDER PRIOR TO INST ALLING CONNECTORS, 8. WIRE BUNDLES INSIDE PULL BOXES SHALL BE AT LEAST 4 INCHES FROM THE UNDERSIDE OF THE BOX COVER. MINIMUM SIZE PULL BOX SHALL BE AS SHOWN ABOVE LARGER BOXES MAY BE NECESSARY TO MEET 4" CLEARANCE REQUIREMENT ELECTRICAL PULL BOX u NO SCALE r Landscape Architecture .. Planning La Jolla Centre U 92:55 Towne Centre Drive, Suite 340 .. ., \ San Diego, CA 92121-3002 -619 550 1575 • Fax 550.1580 . ,--····"'" ! ' ""'""'·'-"'" ---,~----.. ',.,.,,,~ ~W;,,1{:; --· /5?~ ,,.,,., V >--· ... ;;;f ~ /;f; [>_ i "''" '--·--·· -iSf ,t,, ;-17 I~ J'/j'f..._ Oate /4'<- 1'!; ~' E OF C~\. \'I~ .,., ... DATE INITIAL EXP, DATE _i:.'.t\:'l'\__ ENGINEER DF WORK REVISION DESCRIPTION 98-01 6 11 AS B LJ I LT II APPROVED FOR PLANTING AND IRRIGATIOK ONLY, INCLlJDING PRECISE ?ATE RLA EXP. LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE SHEET CITY OF CARLSBAD ~ (O•~ ,:_ PLANNI~G DEPARTMENT 0 _,, .. ··-· --~~= ="·--IRRIGATION DETAILS FOR: RANCHO CARRILLO ••''''M"O ·-· VILLAGES 'E ' F, K & P' ··-· --APPROVED ~dJJ ·----~..? ./ i-9 z /?77• ASSISTANT PLANNI~G DIRECTOR DATE DWN BY:~ PROJECT ~O . [)R6wEf~gol_ DATE INl'IAL DATE INITIAL CHKO BY:, __ ,, ___ C. T. 97-03 OTHFR APPROVAL CI TY APPROVAL RVWD BY: CMWD 98-510 ... C i IRRIGATION LEGEND -RECLAIMED WATER W'\iW RAINBIRD PA-8S SHR\lB SPRAY WI HUN1EFI "HCV" ANll-DIIAIN VALVE XV V RAINBIRD PA·SS SHRUB SPRAY WI HUNTER "HCV'' ANTI-DRAIN VALVE 'f' 'f RAINBIRD 1806· SAM SHRUB SPRAY e------'<i,~'!J?l_ RAINBIRD 1806-SAM SHRUB SPRAY Q@ RAINBIRD 180<; · SAM SHRUB SPRAY RAINBIRD 1806 -SAM STRIP SPRAY ( RAINBIRD 1806 -SAM END STRIP SPRAY HUNTER PGS.ARV WI FACTORY INSTALLED NOZ. AND ANTI-DRAIN VALVE (4)(5) (6) HUNTER PGM-00-R WI FACTORY INSTALLED NOZ. AND ANll-DRAIN VALVE 1------------P"~~~§ ,71 I Iii HUNTER PGP-ARV Wi FACTORY INSTALLED NOZ.AND ANTI-ORA IN VALVE HUNTER PGM-12-R WI FACTORY INSTALLED NOZ. AND ANTI-DRAIN VALVE 12' 20' 10' 12· 20' 4'X30' 4'X15' 38'-32' 28'-20" 28'-20' NELSON #7645 QUICK COUPLER -1" ACME THREAD!· INSTALL WHERE SHOWN /APPROX. 150' O.C.) RAINBIRD ""PESB' -PRS-B PRESSURE REGULAllNG REMOTE CONTROL VALVE M) GRISWOLD 2030 MASTER VALVE (ONE FOR EACH CONTROLLER) 30 12 2.01 2.60 1.30 30 22SS 0.90 3.22 1.18 30 30 10 1.75 0.79 30 12 2.01 1.30 30 22$S 0.90 1.18 30 15SST 30 15EST 30 9,7,4 0.32 4.20 2.60 30 3,2, 1 0.44 2.50 1.70 30 7,4 0.32 2.60 3,2,1 0.44 1.70 CONTROLLER SIZE () RAINMASTER "'EVOLUTION STANO ALONE CONTROLLER WI FLOW METER CAPABILITY HS16 itl1 SI HSDX-Q3iRSE WITH RAINGUARD AUTO SHUT-OFF DEVICE FLOW METER SHALL BE DATA INDUSTRIAL 2508 (BRASS) 400 PSI MODEL (5 YEAR WARANTEE ON CONTROLLER "1EOUIRED FROM HVDROSCAPE PRODUCT INC.,· SEE SPECIFICAllONS) FEBCO 825Y REDUCED PRESSURE BACKFLOW PREVENTER WI WILKINS 500 HRYSBR REGULATOR & "WYE" STRAINER SPRING RANGE 75-125 PSI • SET PR!:SSURE NOTEO ON DllA WINGS ~ RE-CLAIMED WATER METER BY C.M.W.D. 6<) SALL VALVE· KING BROS. LO-TORO. MODEL /2" SIZE AND SMALLER) KING BROS. BLOCKED TRUE UNION BALL VALVE(2-112"' ANO LARGER) CLASS 200 PVC LATERAL LINE IMIN.12" COVERl "PACIFIC CAL", "WATER WARN" OR EQUAL NON-POTABLE PIPE ---PVC MAINLINE (MIN.18" COVERl SCHEDULE40 PVC FOR 1-112" DIAMETER AND SMALLER AND CLASS 315 FOR 2" DIAMETER AND LARGER FOR 3" • 6" IN DIAMETER PIPE (MIN. 24" COVER) "PACIFIC CAL", "WATER WARN" OR EQUALPRESSURE PIPE PVC SLEEVES ( 2 TIMES DIAMETER OF THE PIPE ENCLOSED) -"PACIFIC CAL", WATER WARN" OR EQUAL PIPE FOR $\.EEVING INSTALL A$ FOLLOW: UNDER VEHICLE PAVING, USE SCH. 80 SLEEVES Wl36" COVER FOR MAINS, LATERALS, & WIRING UNDER PEDESTRIAN PAVING, USE SCH. 40 SLEEVES W/18" COVER FOR MAINS, LATERALS, & WIRING UNDER PEDESTRIAN PAVING, USE SCH. 40 SLEEVES WI 12"' COVER FOR LATERALS CONTROLLER WIRES LOCATED UNDER STREETS OR OTHER PERMANENT IMPROVEMENT SHALL BE INSTALLED IN SEPARATE SCHEDULE 80 PVC SLEEVE STATION NUMBER 0.65 0.59 0.39 0.65 0.59 1.24 0.61 1.20 0.85 1.20 0.85 A A f;:- B B B B B C C D D .J K K Gr H & I L- L-& 0 M ~ ~1--V-A-LV-E-SI_Z_E_A-UT_OM_A_T_IC-V-ALV-E----------------------------------------------t------j IRRIGATION LEGEND -POTABLE WATER c<J 'v • o RAIN BIRO PA-8S SHRUB SPRAY W! HUNTER "HCV" ANTI-DRAIN VALVE 12· 30 12 2.01 2.60 1.30 0.65 A ('Qt( ;i RAIN BIRD i 806 • SAM SHRUB SPRAY 12' 30 12 2.01 1.30 0.65 B (,J) RAINBIRD 1806 SAM STRIP SPRAY 4'XJO' 30 15SST . . . . 1.24 B • > {I) ~AINBIIZP 1604-.. 5AM LA1-1'N 5PfZAY ::,o e HUNlER PGM-00-R WI FACTORY INSTALLED NOZ. AND ANTI-DRAIN VALVE 28'-20' 30 3,2,1 0.44 2.50 1.70 0.85 C ~= J ·•· ~~~~~ ~ ~ RAINBIRD 44LRC-1"0UICI( COUPLER· • INSTAU WHERE SHOWN (APPROX. 150' 0.C.\ RAINBIRD "PESB' -PRS-B PRESSURE REGULATING REMOTE CONTROL VALVE GRISWOLD 2030 MASTER VALVE (ONE FOR EACH CONTROLLER) A RAINMASTER "EVOLUllON STAND ALONE CONTROLLER WI FLOW METER CAPABILITY HS16 ( ) SI HSDX-03/RSE WITH RAINGUAl'<D AUTO SHUT-OFF DEVICE FLOW METER SHALL BE DATA INDUSTRIAL 250B (BRASS) 400 PSI MODEL. (5 YEAR WARANTEE ON CONTROLLER REOIJIRE.D FROM HYDROSCAl>E PRODUCT INC., -SEE SPECIFJCA TIONS) ff FEBCO 825Y REDUCED PRESSURE BACKFLOW PREVENTER WI WILKINS 500 HRYSBR REGULATOR & "WYE" STRAINER SPRING RANGE 75-125 PSI • SET PRESSURE NOTED ON DRAWINGS POTABLE WATER METER BY C.M.W.D. ('0 BALL VALVE. KING BROS. LO ·TORO. MODEL (2"" SIZE AND SMALLER) KING BROS. BLOCKED TRUE UNION BALL VALVE(2·112" AND LARGER) CLASS 200 PVC LATERAL LINE (MIN, 12" COVER) --PVC MAINllNE (MIN. 18" COVER) SCHEDULE 40 PVC FOR 1-112" DIAMETER AND SMALLER AND CLASS 315 FOR 2" DIAMETER AND LARGER PVC SLEEVES ( 2 TIMES DIAMETER OF THE PIPE ENCLOSED) FOR SLEeVING INSTALL AS FOLLOW; UN_CIER VEHICLE PAVING, USE SCH. 80 SLEEVES W!36" COVER FOR MAINS, LATERALS, & WIRING UNDER PEDESTRIAN PAVING, USE SCH. 40 SLEEVES W/18" COVER FOR MAINS, LATERALS, & WIRING UNDER PEDESTRIAN PAVING, USE SCH. 40 SLEEVES WI 12" COVEii FOR LATERALS CONTROLLER WIRES LOCATED UNDER STREETS OR OTHER PERMANENT IMPROVEMENT SHALL BE INSTALLED IN SEPARATE SCHEDULE 80 PVC SLEEVE STATION NUMBER K K P.& W20 H & I ~~~ M L-- H \i---~----------------------------t~ GPM VALVE SIZE· AUTOMATIC VALVE IRRIGATION LEGEND (PRIVATE) HOMEOWNER POTABLE WATER f;,sv:Maot,-, w.,;,d, RAINBIRD PA-8S SHRU!I SPRAY WI HUNTER "HCV" ANTI-DRAIN VALVE 20' 30 22SS 0.91 3.22 1.61 0.81 AAINBIAO 1806 SAM SHRUB SPRAY 12' 30 12 RAIN BIRD 1806 SAM STREAM SPRAY 20' 30 22SS (1)(2) (3) HUNTER PGS-ARV WI FACTORY INSTALLED NOZ AND ANll-DRAIN VALVE 38"-32' 30 9,7,4 (4) (?) /61 HUNTER PGM•OO·R WI MCTORV INSTALLED NOZ. AND ANTI-DRAIN VALVE 28',20' 30 3,2,1 I( /Ill 8] HUNlER PGP-ARV WI FACTORY INSTALLED NOZ.AND ANTI-DRAIN VALVE 30 7,4 ,-.I~'-HUNTER PGM-12-R WI l'ACTORY INSTALLED NOZ. AND ANll·DAAIN VALVE 28'-20' 30 3,2,l ee CHAMPION 200 SERIES MANUAL VALVE WI 262 ATMOSPHERIC VACUUM BREAKER ® WILKINS 500HR SERIES PRESSURE REGULATOR SPRING RANGE 75-125 PSI FACTORY SET@ 85 PSI \Ml POlABLE WATER METER BY OWNER BALL VALVE· KING SAOS. LO-TORO. MODEL (2" SIZE AND SMALLER) CAPPED MAINLINE. FUTURE RESIDENCE HOOK-UP Cl.ASS 200 PVC LATERAL LINE (MIN. ir COVER) POTABLE --PVC MAINLINE (MIN.18" COVER) SCHEDULE 4ll PVC FOR 1.i/2" />-HD '6~ P~ VALVE SIZE. MANUAL rnsvMooi9"' -·-~--.-~:'.i: ', ' ',.'.\'. r • ~V• --, I I ,- ' J {;:,: f-r➔ (L) 'M> ii~ ~'"J ,f) ~M] --- ~ c- Jo_ (-✓\ \~;:- ....... EXISTING SHRUB HEAD EXISTING ROTARY 12'' POP-UP HEAD EXISTING ROTARY SHRUB HEAD EXISTING NELSON 7645 QUICK COUPLER 1" NON-POTABLE EXISTING RAIN BIRD "PES8-PRS" PRESSURE REGULATING AUTO CONTROL VALVE EXISTING CONTROLLER CLOCK EXISTING MASTER VALVE EXISTING REDUCED PRESSURE BACKFLOW PREVENTER EXISTING FLOW METER EXISTING PRESSURE REGULATOR EXISTING RECLAIMED WATER METER CLASS 200 PVC LATERAL NON· PRESSURE (MIN. COVERAGE 12" COVER) NON POTABLE SCHEDULE 40 PVC MAINLINE (MIN. 18" COVER). FOR 1-112" ANO SMALLER AND CLASS 315 PVC FOR 2" AMO LARGER EXISTING 2"" CAPPED MAINLINE & WIRES ~OR FUTURE STREETSCAPE LANDSCAPE IRRIGATION ----......-~· \.\ ' EXISTIMG VALVE NO. GPM EXISTING VALVE SIZE f~f ,-~111 Landscape Architecture• Planning La Jolla Cenlre ll 9255 Towne Centre Drive, Sui le 340 San Diego, CA 92121-3002 619 S50-1575 • Fa" 550-1580 D"TE IHITV,L O<QINEER ~ WORK - 2.01 1.30 0.65 0.90 1.61 0.81 0.32 4.20 2.60 1.20 0.44 2.50 1.70 0.85 0.32 1.20 0.44 1.70 0.85 -··· }METER#; #8 #36 #38 1/39 #40 #38A " REVISION DESCRIPTION A B B C C D D s LEGEND __ .. IRRIGATION POINTS OF CONNECTION 1•:;).;--·;;,;,/; ., ,:•;"· .. ;. · :.:,)'}):.:i,DEScR1P110Ni:/::Jt{'.:\\::)i(/V\\MUti#1:'.:i:lrt;i;Wi]DW ?i/0-•i>. .>,,,;,;;,_MODELNUMBEf{';,;;,••-, '.·;:·', ,·;:;:·· "/:;~:_, .. ,'.,,.'.,::,:.(:,;·; )~.)1.\'/.>·::·::,':.:-·:·:··:·:··~·:::·::-' ':,· :, EXISTING CONTROLLERS SEE MASS GRADING DRAWING HS16-SDX-48S/HSD X-03/RSE NUMBER HOP 91•17 OWG. 331-1L FOR LOCATION HS16·SDX-36S/HSDX-03/RSE • VERIFY FROM OWNERS REPRESENTATIVE EXISTING CONTROLLERS SEE MASS GRADING DRAWING HS16-SOX .. 4BSIHSD X·031RSE NUMBER HOP 91-17 DWG. 331-iL FOR LOCATION HS i 6-SDX-48S/HSD X-031RSE -VERIFY FROM OWNERS REPRESENTATIVE RELOCATED CONTROLLER "UC" FROM ROAD STATION 16+20 HS15 .. sox-48S/HSDX-03/RSE PASEO UNDO AND SEE MASS GRADING NUMBER 91·17 DWG. 331-1L FOR LOCATION-VERIFY FROM OWNERS REPRESENTATIVE RELOCATED MASlER VALVE NEW RECLAIMED WATER METER, BACKFLOW ASSEMBLY, ELECTRICAL PEDESTAL. PRESSURE REGULATOR, AND FLOW METER NEW RECLAIMED WATER METER BACKFLOW ASSEMBLY, H$16-SDX-12S/HSDX-03/RSE ELECTRICAL PEDESTAL. PRESSURE REGULATOR. FLOW METER ANO CONTROLLER NEW POTABLE WATER METER FOR FUTURE REC. LOT AND ELECTRICAL PEDESTAL FOR FUTURE LANDSCAPE IRRIGATION NEW RECLAIMED WATER METER, BACK FLOW PREVENTER, AND PRESSURE REGULATOR RELOCATED 48 STATION CONTROLLER "L" -SEE MASS GRADING DRAWINGS NUMBER 91-17 DWG. 331·1L FOR LOCATION -VERIFY FROM OWNER REPRESENTATIVE. MODEL NUMBER OF CONTROLLER l:!~, ,;-:,DX·4!ll;/H:,DX-Q~IB~l; 98 016 . APPROVED FOR PLANTING "AS BUil T" AND IRRIGATION ONLY, INCLUDING PRECISE RCE EXP. DA1£: LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR DA1t SHEET CITY OF CARLSBAD ~ 24-PLANNING DEPARTMENT . IRRIGATION LEGEND FOR: RANCHO CARRILLO VILLAGES 'E, F, K, & P' . APPROVE~....,0-",i.t:? 3-1rz1 ,.-,,, ASSISTANT PLANNING DIREClOR DA1£ OWN BY: PROJECT NO. DRAWING NO. DATI: 111111"1. DATE NTlAl CHKD BY: OTllER APPROVAl CITY APPROVAL RVWD BY: C.T. 97-03 366-9L C.M.W.D. JOB N0.98~51 Q ,,, -1:. 0 - - - - - - - - - - L._ MESA 8Ll,JO:PA1Nl J SECTION 02441 IRRIGATION SYSTEM PART 1 -GENERAL 1. 1 GENERl>.L CONDITIONS: THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, 1>.RE AN ADDED PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK SHALL APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1.2 SCOPE: THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. OWNER/DEVELOPMENT WILL OBTAIN AND PAY ALL PERMITS REQUIRED llY GOVERNING AUTHORITIES. All ON SITE, RECLAIMED WATER PIPING SHALL llE INSTALLED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE ANO ALL OTHER LOCAL GOVERNING CODES, RULES, AN □ REGULATION. ALL PIPING SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE MANUFACTURER'S NAME OR TRADEMARK, NOMINAL SIZE, AND SCHEDULE OR CLASS INDICATING THE PRESSURE RATING. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FUI.-LY AS IF REPEl>.TED HEREIN. PERMIT$ AN □ LICENSES UNLESS OTHERWISE STATED, SECURE THE REQUIRED LICENSES AND PERMITS INCLUDING PAYMENTS OF CHARGES AND FEES, GIVE REQUIRED NOTICES TO PUBLIC AUTHORITIES, AND VERIFY PERMITS SECURED OR ARRANGEMENTS MADE BY OTHERS AFFECTING THE WORK OF THIS SECTION. WATER METERS AND POWER METERS WILL BE THE RESPONSIBILITY OF THE OWNER AND /OR HIS REPRESENTATIVE FOR INSTALLATION AND PERMIT FEES. 1.2.1 RELATED WORK; .1 LANDSCAPING SECTION 02480 . 2 COMPLIANCE TO CITY OF CARLSBAD RECLAIMED WATER STANDARDS 1.2.2 QUALITY ASSURANCE 1 . 3 1 .4 .1 QUALIFICATIONS OF INSTALLERS PROVIDE AT LEAST ONE PERSON WHO SHALL BE PRESENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE WORK AND WHO SHALL BE THOROUGHLY FAMILIAR WITH THE TYPE OF MATERIALS llEING INSTALLED, THE MATERIAL MANUFACTURE'$ RECOMMENDED METHODS OF INSTALLATION, THE CITY OF CARLSBl>.D RECLAIMED WATER STANDARDS AND WHO SHALL DIRECT ALL WORK PERFORMED UNDER THIS SECTION. .2 CODES AND STANDARDS IN ADDITION TO COMPLYING WITH ALL PERTINENT CODES AND REGULATIONS. COMPLY WITH THE LATEST RULES OF THE NATIONl>.l ELECTRICAL CODE ANO ELECTRICAL SAFETY ORDERS OF THE STATE OF CALIFORNIA, DIVISIONS OF INDUSTRIAL SAFETY, FOR ALL ELECTRICAL WORK AND MATERll>.LS. REFER TO THE LATEST EDITION OF THE GREEN BOOK STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION WHERE APPLICABLE. THE CITY OF CARLSBAD RECLAIMED WATER STANDARDS, LATEST EDITIONS AND RULES AN □ REGULATION FOR RECLAIMED WATER SERVICE IN THE CITY OF CARLSBAD, LATEST EDITIONS ARE INCORPORATED UNTO THESE SPECIFICATIONS BY REFERENCE WHERE RECLAIMED WATER IS PROPOSED. SUBMITTAL$: . 1 SUllMIT COMPLETE MATERIAL LIST PRIOR TO PERFORMING ANY WORK. .2 SUBMIT CATALOG DATA AND FULL DESCRIPTIVE LITERATURE WHENEVER THE USE OF ITEMS DIFFERENT THAN THOSE SPECIFIED IS REQUESTED. SUBMIT NOTARIZED CERTIFICATES BY PLASTIC PIPE AND FITTING MANUFACTURERS INDICATING THAT MATERIAL COMPLIES WITH SPECIFICATIONS, UNLESS MATERIAL HAS BEEN PREVIOUSLY APPROVED. SUBMIT MATERIAL LIST USING THE FOLLOWING LAYOUT (DOUBLE SPACED llETWEEN EACH ITEM} ITEM, DESCRIPTION MANUFACTURER MODEL NO 1. PRESSURE MAINLINE LASCO SCH. 40 2. LAWN HEAD RAIN BIRD 1806-12F 3. ETC. ETC. ETC. . 3 EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT OR CITY INSPECTOR MAY BE REJECTED AND SUCH MATERIALS REMOVED FROM THE SITE AT NO EXPENSE TO THE OWNER/OEVELOPMENT. . 4 APPROVAL OF ANY ITEMS, ALTERNATIVE, OR SUBSTITUTION INDICATE ONLY THAT THE PRODUCT($) APPARENTLY MEET THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTED. . 5 THE CONTRACTOR IS RESPONSIBLE FOR SUBSTITUTED ITEMS. IF SUBSTITUTION UNSATISFACTORY, REPLACE IT WITH ORIGINALLY NO COST TO THE OWNER/DEVELOPMENT. GUARl>.NTEE: PERFORMANCE OF PROVES TO BE SPECIFIED ITEM, AT . 1 SUBMIT WRITTEN GUARANTEE IN APPROVED FORM THAT ALL WORK SHOWING DEFECTS IN MATERIALS OR WORKMANSHIP WILL BE REPAIRED OR REPLACED AT NO COST TO THE OWNER/DEVELOPMENT FOR A PERIOD OF ONE YEARS FROM THE DATE OF ACCEPTANCE BY THE OWNE'R/DEVELOPMENT. . 2 THE GUARANTEE FORM SHALL BE RE-TYPED ONTO THE CONTRACTOR"S LETTERHEAD AND CONTAIN THE FOLLOWING INFORMATION: A. GUARANTEE FOR IRRIGATION SYSTEM -(PROJECT NAME} WE HEREBY GUARANTEE THAT THE IRRIGATION SYSTEM WE HAVE FURNISHED AND INSTALLED FOR (PROJECT NAME) IS FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP. AND THE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS l>.ND SPECIFICATIONS, ORDINARY WEAR AND TEAR AND UNUSUl>.L ABUSE, OR NEGLECT EXCEPTED. WE AGREE TO REPAIR OR REPLACE ANY DEFECTS IN MATERIAL OR WORKMANSHIP WHICH MAY DEVELOP DURING THE PERIOD OF 1 YEAR FROM □ATE 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/DEVELOPMENT. WE SHALL MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME, AS DETERMINED BY THE OWNER/DEVELOPMENT, AFTER RECEIPTS OF WRITTEN NOTICE. IN THE EVE:NT OF OUR FAILURE TO MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME AFTER RECEIPT OF WRITTEN NOTICE FROM THE OWNER/DEVELOPMENT, WE AUTHORIZE THE OWNER/DEVELOPMENT TO PROCEED TO HAVE SAID REPAIRS OR REPLACEMENTS MADE AT OUR EXPENSE AND WE WILL PAY THE COSTS AND CHARGES THEREFORE UPON DEMAND. B. PROJECT: (PROJECT NAME) C. LOCATION: {LEGAL DESCRIPTION OF PROJECT PROPERTY) SIGNED; ___________ TITLE: _________ _ ADDRESS: J _) TELEPHONE: SIGNATURE ANO DATE: _________________ _ 1.5 OllSERVATION: 1.s.1 INSPECTION SCHEDULE • 1 IN ALL CASES WHERE OBSERVATION OF THE SPRINKLER SYSTEM WORK IS REQUIRED AND/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO llE PERFORMED UNDER THE DIRECTION AND/OR OBSERVATION OF THE LANDSCAPE ARCHITECT OR CITY INSPECTOR. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE LANDSCAP!;; ARCHITECT OR LANDSCAPE COORDINATOR IN ADVANCE FOR THE FOLLOWING INSPECTIONS, ACCORDING TO THE TIME INDICATED: A. PRE-JO!l CONFERENCE -7 CALENDAR DAYS ll. LOCATION OF IRRIGATION SLEEVES C. LAYOUT OF CONTROL EQUIPMENT, SPRINKLER HEADS AND PIPING- 32 HOURS □. PRESSURE MAINLINE INSTALLATION AND TESTING -32 HOURS E. CONFORMANCE TO REGULATIONS FOR RECLAIMED WATER -32 HOURS F. LATERAL TRENCH DEPTH CHECK • 32 HOURS G. COVERAGE TEST -32 HOURS H. FINAL INSPECTION -48 HOURS I. NOTIFY THE CITY OF CARLSBAD 24 HOURS IN ADVANCE 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 llY OTHER THAN THE LANDSCAPE ARCHITECT OR THE lANDSCAPE COORDINATOR, SHOW EVIDENCE OF WHEN AND BY WHOM THESE INSPECTIONS WERE MADE. . 3 NO INSPECTION WILL COMMENCE WITHOUT AS-BUILT DRAWINGS. IN THE EVENT THE CONTRACTOR CALLS FOR AN INSPECTION WITHOUT AS-BUILT DRAWINGS, WITHOUT COMPLETING PREVIOUSLY NOTED CORRECTIONS, OR WITHOUT PREPARING THE SYSTEM FOR INSPECTION, THE CONTRACTOR SHALL llE 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 SCHEDUL!oD UNTIL THIS CHARGE HAS llEEN PAID, THE CITY WILL REQUIRE AS-BUil T DRAWINGS TO llE APPROVED PRIOR TO llACKFILLING MAINLINE TRENCH. 1.6 TESTING: GENERAL • 1 FURNISH ALL NECESSARY TESTING EQUIPMENT AN □ PERSONNEL TO MEET TESTING REQUIREMENT . 2 CORRECT ALL DEFECT AND RETEST UNTIL ACCEPTANCE BY OWNER AN □ CITY. 1.6.1 TESTS .1 MAKE HYDROSTATIC TESTS ONLY IN THE PRESENCE OF THI:: R!oPRESENTl>.TIVE OF THE OWNER/DEVELOPMENT. AIR PRESSURE CHECK ALL LINES THAT COULD WEAKEN OR DAMAGE ANY MAJOR STRUCTURES OR HARDSCAPES, IF WATER WERE USED. NO PIPE SHALL llE llACKFILLED UNTIL IT HAS BEEN INSPECTED, TESTED, AND APPROVED. (INCLUDING AS•BUILTS) . 2 FURNISH NECESSARY FORCE PUMP AND ALL OTHER TEST EQUIPMENT. . 3 TEST ALL PRESSURE MAINLINES UNDER A HYDROSTATIC PRESSURE OF 150 P.S.I. FOR A PERIOD OF FOUR HOURS. , 4 ALL TESTING SHALL llE APPROVED PRIOR TO THE INSTALLATION OF REMOTE CONTROL VALVES, QUICK COUPLERS, OR OTHER VALVE ASSEMBLIES. . 5 ALL PIPING UNDER PAVE □ AREAS SHALL BE TESTED UNDER A HYDROSTATIC PRESSURE OF 150 P.S.I. AND PROVED WATERTIGHT, PRIOR TO THE PAVING OPERATION. 1. 6. 2 ADJUSTING SYSTEM 1.6.3 1.6.4 1.6.5 1.6.6 • 1 THE CONTRACTOR SHALL FLUSH AND ADJUST ALL IRRIGATION H!ol>.DS AN □ VALVES FOR OPTIMUM PERFORMANCE ANO TO PREVENT OVER SPRAY ONTO WALKS, ROADWAYS, llUILDJNGS, WALLS AND OTHER STRUCTURES AS MUCH AS POSSIBLE. . 2 IF IT IS DETERMINED THAT ADJUSTMENTS IN THE IRRIGATION EQUIPMENT OR NOZZLE CHl>.NGES WILL PROVIDE PROPER AN□ MORE ADEQUATE COVERAGE, MAKE ALL SUCH CHANGES OR MAKE ARRANGEMENTS WITH MANUFACTURER TO HAVE ADJUSTMENT MADE, PRIOR TO PLANTING. . 3 ADJUST REMOTE CONTROL VALVES (BATTERY SYSTEMS) SO THAT THE MOST REMOTE SPRINKLER HEADS OPERATE AT THE PRESSURE RECOMMENDED BY SPRINKLER MANUFACTURER. COVERAGE TEST .1 WHEN THE IRRIGATION SYSTEM IS COMPLETED, PERFORM A COVERAGE TEST IN THE PRESENC!o OF THE LANDSCAPE ARCHITECT, LANDSCAPE COORDINATOR OR CITY INSPECTOR, TO DETERMINE IF THE WATER COVERl>.GE FOR PLANTING AREAS IS COMPLETE AND AOEQUl>.TE. FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLANS OR WHERE THE SYSTEM HAS BEEN WILLFULLY INSTALLED AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUSLY INADEQUi>.TE OR INl>.PPROPRIATE, WITHOUT BRINGING THIS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR. THIS TEST SHALL BE ACCOMPLISHED BEFORE ANY GROUND COVER IS PLANTED. DIRECT BURIAL CONTROL WIRES .1 ALL WIRING SHALL llE TESTED FOR CONTINUITY, OPEN CIRCUITS AND UNINTENTIONAL GROUNDS PRIOR TO CONNECTING TO EQUIPMENT. THE MINIMUM INSULATION RESISTANCE TO GROUND SHALL llE FIFTY (50) MEGAOHMS. ANY WIRING NOT MEETING THIS REQUIREMENT SHALL BE REPLACED, AT THE CONTRACTOR'S EXPENSE. FINAL ACCEPTANCE . 1 WHEN ALL WORK UNDER THIS CONTRACT HAS BEEN COMPLETED, INCLUDING TESTING ADJUSTMENTS, ADDITIONS OR DELETIONS, THE CONTRACTOR WILL NOTIFY THE OWNER FOR FINAL INSPECTION AND APPROVAL. FINAL ACCEPTANCE BY TH!;; OWNER DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY OF WARRANTY, MINOR ADJUSTMENTS . 1 MINOR ADJUSTMENTS (LEVELING AND CLEANING SPRINKLER HEADS, VALVE BOXES, ETC. INCLUDING PROTECTION FROM VANDALISM) WILL BE MADE llY THE OWNER AFTER ACCEPTANCE OF THE SYSTEM AND DURING THE WARRANTY PERIOD. J ) 1. 7. 1 RECORD DRAWINGS .1 RECORD DRAWINGS SHALL BE PREPARED AND SHALL SHOW ALL CHANGES IN THE WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRl>.CT DRAWINGS INCLUDING THOSE INVOLVING BOTH CONSTANT-PRESSURE AND INTERMITTENT-PRESSURE LINES AND APPURTENANCES. . 2 ALL CONCEPTUAL OR MAJOR DESIGN CHANGES, INCLUDING ANY CHANGES THAT MAY BE AFFECTED llY 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 CHANG!;;$ IN BOTH PRESSURE AND NON-PRESSURE LINE. . 4 UPON COMPLETION OF EACH INCREMENT OF WORK, TRANSFER ALL SUCH INFORMATION AND DIMENSIONS TO THE PRINTS. RECORD CHANGES AND DIMENSIONS IN I>. LEGIBLE AND PROFESSIONAL MANNER. WHEN THE DRAWINGS l>.RE APPROVED, TRANSFER ALL INFORMATION TO A SET OF REPRODUCIBLE SEPIA MYLAR DRAWINGS SUPPLIED AT COST BY THE LANDSCAPE ARCHITECT. .5 DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE (BUILDINGS, MONUMENTS, SIDEWALKS, CURBS, Pl>.VEMENT). POST INFORMATION ON AS-BUILT DRAWINGS DAY TO DAY AS THE WORK IS INSTALLED. ALL DIMENSIONS NOTED ON DRAWINGS SHALL BE 1/4 INCH IS SIZE. . 6 UPON COMPLETION OF EACH INCREMENT OF WORK, ALL REQUIRED INFORMATION AND DIMENSIONS SHALL BE TRANSFERRED TO THE RECORD DRAWINGS. FACILITIES AN □ ITEMS TO BE LOCAlED AND VERIFIED ON THE RECORD DRAWINGS. SHOW DIMENSIONAL LOCATION AND DEPTH OF THE FOLLOWING: A. POINT OF CONNECTION B. ROUTING OF IRRIGATION PRESSURE MAINLINES AND ALL SLEEVES (DIMENSION MAXIMUM 10 FEET ALONG ROUTING AND 1>.LL OIRECTIONl>.L CHANGES.) C. GATE VALVES. D. IRRIGATION CONTROL VALVES E. QUICK COUPLER VALVES F. ROUTING OF CONTROL WIRES G. AUTOMATIC CONTROLLERS H, OTH!oR RELATED EQUIPMENT (AS DIRECTED BY THE LANDSCAPE ARCHITECT) . 7 MAINTAIN AS-BUILT DRAWINGS ON THE SITE AT ALL TIMES. THESE DRAWINGS ARE SUBJECT TO INSPECTION AT ANYTIME . . 8 MAKE ALL CHANGES TO REPRODUCIBLE DRAWINGS IN INK (NO BALL- POINT PEN). USE ERADICATING FLUID WHEN REDOING DRAWINGS. CHANGES AND DIJ\,fENSJONS SHALL BE RECORDED IN A LEGIBLE AND PROFESSIONAL MANNER. RECORD CONSTRUCTION DRAWINGS SHALL BE MAINTAINED AT THE JOB-SITE DURING CONSTRUCTION. . 9 THE LANDSCAPE ARCHITECT SHALL PROVIDE A COMPLETE SET OF "AS-BUILT'" MYLARS TO THE CITY OF CARLSBAD UPON COMPLETION OF CONSTRUCTION. ONA WILL llE REQUIRED TO TRANSFER ALL AS- llUIL T INFORMATION TO MYLARS. AS-llUILTS SHALL BE ON CITY ORIGINAL MYLARS. 1. 7. 2 CONTROLLER CHART 1.7.3 . .1 AS-llUILT DRAWINGS SHALL BE APPROVED llY THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR llEFORE CHARTS ARE PREPARED. • 2 PROVIDE ONE CONTROLLER CHART OF THE MAXIMUM SIZE CONTROLLER DOOR WILL ALLOW, FOR EACH CONTROLLER SUPPLIED, SHOWING THE AREA COVERED BY THAT AUTOMATIC CONTROLLER AND A CORRESPONDING LEGEND OF THE EQUIPMENT INSTALLED. ,3 THE CHART SHALL BE A REDUCTION Of THE ACTUAL AS-BUILT 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 □. • 4 CHART SHALL BE BLACKLINE PRINT AND A DIFFERENT PASTEL TRANSPARENT COLOR USE □ TO SHOW AREA OF COVERAGE FOR EACH STATION. . 5 WHEN COMPLETED AN □ APPROVED, HERMETICALLY SEAL THE CHART llETWEEN TWO PIECES OF PLASTIC, EACH PIECE llEING A MINIMUM 20 MILS THICK. . 6 CHARTS SHALL BE COMPLETED AND APPROVED PRIOR TO FINAL INSPECTION OF THE IRRIGATION SYSTEM. OPERATION AND MAINTENANCE MANUALS . 1 PREPARE AND DELIVER TO THE OWNER WITHIN 10 CALENDAR DAYS PRIOR TO COMPLETION OF CONSTRUCTION, ALL REQUIRED AND NECESSARY DESCRIPTIVE MATERIAL IN COMPLETE DETAIL AND PROPERLY PREPl>.RED IN FOUR (4) INDIVIDUAL BOUND COPIES. DESCRIBE THE MATERIAL INSTALLED IN SUFFICIENT DETAILS TO PERMIT QUALIFIED OPERATING PERSONNEL TO UNDERSTAND, OPERATE AND Ml>.INTAIN ALL EQUIPMENT. INCLUDE SPARE PARTS LIST AND RELATED MANUFl>.CTURER INFORMATION FOR EACH EQUIPMENT ITEM INSTALLED. EACH MANUAL SHALL INCLUDE THE FOLLOWING; A. INDEX SHEET STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMB!oR. B. DURATION OF GUARANTEE PERIOD C. LIST OF EQUIPMENT WITH NAMES AND ADDRESSES OF MANUFACTURER'S LOCAL REPRESENTATIVE. D, COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR EQUIPMENT. . 2 IN ADDITION TO THE MAINTENANCE MANUALS, PROVIDE THE MAINTENANCE PERSONNEL WITH INSTRUCTIONS FOR Ml>.JOR EQUIPMENT AN □ SHOW WRITTEN EVIDENCE TO THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR AT THE CONCLUSION OF THE WORK THl>.T HIS SERVICE HAS BEEN RENDERED. ) 1. 7 .4 CHECK LIST .1 COMPLETE THE FOLLOWING CHECKLIST AT THE END OF THE PROJECT, USING THE FORMAT SHOWN: A, PLUMlllNG PERMITS (IF NONE REQUIRE □, SO NOTE) B. MATERIALS APPROVAL C. PRESSURE MAINLINE TEST (BY WHOM AND DATE} D. AS-llUIL T DRAWINGS COMPLETED (RECEIVE □ llY AN □ DATE) E. CONTROLLER CHART COMPLETED {RECEIVED BY AN □ DATE) F. MATERIALS FURNISHED (RECEIVED llY AND □ATE) G. OPERATION AND MAINTENANCE MANUALS FURNISHED {RECEIVED llY AND DATE) H. SYSTEM AND EQUIPMENT OPERATION INSTRUCTIONS (RECEIVED llY AND DATE} I. MANUFACTURER WARRANTEES (RECEIVED BY AND DATE) J. WRITTEN GUARANTEE BY CONTRACTOR (RECEIVED llY AND DATE) . 2 FORWARD SIGNE□ AND DATED CHECKLIST TO LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR BEFORE FINAL ACCEPTANCE OF PROJECT. 1 .8 GENERAL REQUIREMENTS: 1.8.1 CODE REQUIREMENTS SHALL BE THOSE OF STATE AND MUNICIPAL AGENCIES 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 JS GRANTED BY THE AGENCY. 1.8.2 EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING IN THE AREA DUE TO EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBI.-E FOR DAMAGES CAUSED BY HIS OPERATIONS. 1 8.3 CONNECTIONS SHALL BE MADE AT APPROXIMATELY THE LOCATIONS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS. 1.8.4 SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS. 1.8.5 PLAN LOCATIONS OF HEADS, VALVES, CONTROLLER AND PIPE LINES ARE DIAGRAMMATIC AND INDICATE THE SPACING ANO 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 llUSHINGS SHALL BE USED IN ANY CONNECTIONS WITH PIPING OF DISSIMILAR METAL MATERIALS. 1.8.8 POINT OF CONNECTION SHALL BE APPROXIMATELY AS SHOWN ON DRAWINGS. CONNECT NEW UNDERGROUND PIPING AND VALVES AND PROVIDE ALL FLANGES, ADAPTERS OR OTHER NECESSARY FITTINGS FOR CONNECTION. 1.8.9 PERMISSION TO SHUT OFF ANY EXISTING IN-USE WATER LINES MUST BE OllTAINED 48 HOURS IN ADVANCE, IN WRITING FROM THE OWNER/DEVELOPMENT. THE CONTRACTOR SHALL RECEIVE INSTRUCTIONS FROM THE OWNER/DEVELOPMENT, AS TO THE EXACT LENGTH OF TIME OF EACH SHUT-OFF. 1.8.10 CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS. 1.8.11 MAINTENANCE. THE ENTIRE IRRIGATION SYSTEM SHALL BE UNDER FULL AUTOMATIC OPERATION FOR A PERIOD OF 7 DAYS PRIOR TO ANY PLANTING, 1.8.12 THE WORK SHALL BE ACCEPTED IN WRITING WHEN THE ENTIRE SCOPE OF WORK HAS llEEN COMPLETED SATISFACTION TO THE OWNER JUDGING THE WORK. NO ALLOWANCE FOR DEVIATION FROM THE ORIGINAL PLANS AND SPECIFICATIONS WILL BE MADE UNLESS PREVIOUSLY APPROVED BY THE OWNER. WHEN ANY ITEM APPEARS ON THE PLAN AND NOT IN THE SPECIFICATIONS, OR IN THE SPECIFICATION S AND NOT ON THE PLANS, IT SHALL llE 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.a.13 SERVICE BY THE CONTRACTOR: THE CONTRACTOR SHALL SERVICE THE SYSTEM AT THE OWNER'S REQUEST DURING THE GUARANTEE PERIOD AND SHALL llE PAID FOR WORK PERFORMED WHICH IS NOT COVERED llY THE GUARANTEE. IF REQUESTED BY THE OWNER, THE CONTRACTOR SHALL FURNISH THE OWNER WITH A SCHEOUlE OF SERVICE FEE FOR ADDITIONAL WORK REQUESTED OUTSIDE OF THE GUARANTEE . THE CONTRACTOR SHALL ENGAGE THE SERVICES OF A PROFESSIONAL WATER MANAGEMENT COMPANY APPROVED BY THE IRRIGATION DESIGNER TO PROVIDE SUPPORT SERVICES FOR THE FOI.-LOWING IRRIGATION EQUIPMENT: EXCESS FLOW SENSING AUTO-RAIN SHUT OFF AND CALIBRATING SENSORS FOR EXCESS FLOW. INSPECT AND TEST CONTROLLERS AND GROUND FAULT. PROVIDE TECHNICAL SUPPORT ON THE JOB SITE AS REQUESTED BY CONTRACTOR FOR CONTROLLERS, !oXCESS FLOW SENSING AND AUTO- RAIN SHUT OFF SENSING SYSTEMS . TRAINING IN OPERATION OF ALL EQUIPMENT, FIVE YEAR LIMITED FIELD SERVICE Wi>.RRANTY FOR CONTROLLERS AGAINST ORIG\Nl>.L DEFECTS IN MATERIALS AND WORKMANSHIP. WARRANTY SHALL BE PROVIDED IN WRITING. AVAILABLE THROUGH HYDROSCAPE PRODUCTS · STEVE MCCLEAN (619) 560-1600 . APPROVED FOR PLANTING AND IRRIGATIOJ\' ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BU IL T" RCE ___ _ EXP. REVIEWED BY: INSPECTOR 98-016 DATT: DATT: 1-----+---+--------------.f-------1-------+------l-----l :::I =='==::'.1....':::::c=I=T=r=L:::AN=?=1!:::G =DE=~=A*=TR=M=E~=T=B=A=D='-'=I s::::::+J:::EE=T~S I A I f"f· ~-~I-<,~ La11dscapc Archilcclurc • Planning La Jolla Cenlre 11 9255 Townr Ccnlrc Drive, Suite 340 San Diego, CA 92121-3002 619 550-1575 • !'ax 550-1580 ._ __ ....._ ___ --+------------------+---+--+----+---I PATE INITIAL DA TE IM'TIAL DA TE INITIAL DIGlNt:ER ()f WORK REVISION DESCRIPTION OT>IER N'PROVAI.. C.'TY A?PI\OVlll. IRRIGATION SPECIFICATIONS FOR: RANCHO CARRILLO VILLAGES 'E, F, K, & P' APPROVE~t7 3./fr'-zz ASSISTANT PLANNl'JG DIRECTOR DA TI: D\'M BY: PROJECT NO. DRAWING NO. CHKO BY: __ _ RVWD BY: C.T. 97-03 366-9L C.M.W.O. JOB NO. 98-51 Q j_A i,,1($,1,. EILUEPAll<Jl PART 2 • PRODUCTS 2 .1 MATERIALS: ALL MATERIALS AND EQUIPMENT USED IN SPRINKLER IRRIGATION WORK SHALL BE NEW AND WITHOUT l'LAWS OR DEFECTS AND OF QUALITY AND PERFORMANCE AS SPECIFIED. 2.1.1 PIPING: PIPE SIZES SHOWN ARE NOMINAL INSIDE DIAMETER UNLESS OTHERWISE NOTED. 2. 1. 2 2. 1. 3 2.1.4 2 .1. 5 . 1 POLYVINYL CHLORIDE PIPE /POTABLE): ALL PVC MATERIAL SHALL CONFORM TO ASTM 01784, CELL CLASS 124548. A. PVC PLASTIC PRESSURE LINES· FOR PIPING UPSTREAM OF MANUAL CONTROL VALVES SHALL SE PVC 1120, CLASS 315 (SOR 13.5) CONFORMING TO ASTM D2241 OR SCHEDULE 40, CONFORMING TO ASTM D17$5. B. PVC PLASTIC NON-PRESSURE LINES: FOR PIPING DOWNSTREAM OF REMOTE CONTROL VALVES, SHALL BE PVC 1120, CLASS 200 (SOR 21), CONFORMING TO ASTM D2241. C. IDENTIFICATION: FURNISH PLASTIC PIPE CONTINUOUSLY AND PERMANENTLY MARKED WITH FOLLOWING INFORMATION: MANUFACTURER'S NAME OR TRADE MARK, SIZE, CLASS AND TYPE OF PIPE, WORKING PRESSURE AT 73.4 DEGREES F., AND NATIONAL SANITATION FOUNDATION (NSF) RATING. . 2 POLYVINYL CHLORIDE PIPE(" COLORED CODED PURPLE"l FOR NON- POTABLE WATER: (1) PVC PLASTIC PRESSURE LINES: FOR PIPING UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS. ALL THREE (3) INCH AND SMALLER SHALL BE PURPLE COLORED PVC MEETING ASTM-1784, TYPE I, GRADE PVC-1120, CELL CLASS 1254B. PIPE, ASTM 2241 FOR SOR CLASS PIPE, ASTM 2672 FOR "ALERTLINE" OR EQUAL. PRESSI/RE MAINLINE; 1-112" AND SMALLER PIPE -SCHEDULE 40 PVC 2" ANO LARGER PIPE • CLASS 315 PVC, SDR-15.5 NON•PBfSSURE LATERAL: ALL NON-PRESSURE PIPE • CLASS 200 PVC PIPE TYPE I. GRADE I PVC PIPE: OUTSIDE DIAMETER OF PIPE SHALL BE THE SAME AS IRON PIPE. PIPE SHALL BE MARKED ON TWO SIDES OF THE PIPE AT 24" INTERVALS WITH "CAUTION RECLAIMED WATER." SCHEDULE 40 PIPE SHALL NOT BE THREADED. SOLVENT SHALL BE AS SUPPLIED BY PIPE MANUFACTURER. PIPE SHALL BE PURPLE IN COLOR. . 2 BRASS PIPE SHALL BE IPS STANDARD WEIGHT 125 POUNDS, 85% RED BRASS. EITTINGS AND CONNECTIONS: . 1 POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS; TYPE II, GRADE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING, TAPERED SOCKET OR MOLDER THREAD TYPE, SUITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE THREADED FITTINGS ANO PLASTIC SADDLE ANO FLANGE FITTINGS ARE NOT ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED WITH FOLLOWING INFORMATION: NOMINAL PIPE SIZE, TYPE AND SCt-tEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION (NSF/ SEAL OF APPROVAL. PVC FITTING SHALL CONFORM TO ASTM 02464 AND D2466. . 2 BRASS PIPE FITTINGS ANO CONNECTIONS: STANDARD 125 POUND CLASS 85% RED BRASS FITTINGS AND CONNECTIONS. RISERS: . 1 ALL SPRINKLER HEADS SHALL HAVE RISERS AND SWING JOINTS AS SHOWN IN THE DETAIL DRAWINGS. ALL RISERS AND SWING JOINTS SHALL USE MARLEX FITTINGS ANO SCHEDULE 80 PVC RISERS OR NIPPLES. FITTINGS; .1 FITTINGS, IN GENERAL, FOR ALL INSTALLATIONS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT PRICE AND SHALL SE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL OF REQUIRED FITTINGS TO COMPLETE THE CONTRACT. . 2 ALL FITTINGS FOR PIPE THREE (3) INCHES ANO SMALLER SHALL BE SCHEDULE 40 . 3 ALL TEES FOR THE INSTALLATION OF SWING JOINTS WILL BE INSTALLED WITH DURA, LASCO TEE OR EQUAL. AUTOMATIC CONTROL WIRE: .1 ELECTRIC WIRING RUNNING FROM CONTROLLER TO THE AUTOMATIC CONTROL VALVES SHALL BE NO. 14 SOLID, SINGLE CONDUCTOR, COPPER WIRE, 4164 INCH INSULATION, 4/64 INCH NEOPRENE JACKET, STYLE BR (DIRECT BURIAL) OR EQUAL, COLOR CODE WIRES TO EACH CONTROLLER, COMMON WIRE SHALL BE WHITE N0.12 SOLID, SINGLE CONDUCTOR WIRE, 4164 INCH INSULATION, 4164 INCH NEOPRENE JACKET, STYLE BR (DIRECT SURIAL ) OR EQUAL . 2.1 .6 MONITORING DEVICES .1 ALL MONITORING DEVICES SUCH AS FLOW AND PRESSURE MEASUREMENTS, SHALL BE AS SHOWN ON DRAWINGS. 2. 1. 7 120 VOLT WIRE TO CONTROLLER .1 120 VOLT WIRE SHALL WIRE SHALL BE PER LOCAL CODE AS TYPE, SIZE AND QUALITY. INSTALL U.L. APPROVED CONDUIT A MINIMUM OF 24" BELOW GRADE FROM THE POWER METER TO CONTROL UNITS OR OTHER REQUIRED SERVICES. ALL SPLICES TO BE IN APPROVED PULL BOXES. ALL WIRES TO SE TWIN COPPER OR OTHER DESIGNATION AS REQUIRED BY CODE. 2.1.8 AUTOMATIC CONTROLLER; .1 AUTOMATIC CONTROLLER: FULLY AUTOMATIC IN OPERATION AND CAPABLE OF OPERATING THE NUMBER OF STATIONS OF REMOTE CONTROL VALVES AS NOTED. . 2 CONTROLLER ENCLOSURE ASSEMBLY; PEDESTAL MOUNTED AS NOTED, WITH A SEPARATE STAINLESS STEEL ENCLOSURE, TERMINAL STRIP, ON/OFF DISCONNECT SWITCH W/ 110VOLT GROUNDED OUTLET, RAINGUARD AUTO-RAIN SHUT-OFF DEVICE AND LOCKING, HINGED COVER. AVAILABLE FROM HYOROSCAPE PRODUCTS INC. 5805 KEARNY VILLA RD. SAN DIEGO, CALIFORNIA (619)560-1600 ,3 AUTOMATIC CONTROLLERS SHALL BE OF THE TYPE AND MANUFACTURERS SHOWN ON THE DRAWINGS OR APPROVED EQUAL AND INSTALLED PER MANUFACTURES RECOMMENDATIONS AND DETAIL DRAWINGS . 4 ALL CONTROLLERS SHALL BE GROUNDED BY COPPER CLAD GROUNDING ROD AND GENERAL ELECTRIC LIGHTNING ARRESTOR # 9L 15DCB002 (50 OHMS RESISTANCE REQUIRED) 2. 1 .9 REMOTE CONTROL VALVES, ELECTRICAL .1 THE ELECTRIC REMOTE CONTROL VALVES(PRESSURE REGULATING) SHALL BE OF THE STYLE ANO MANUFACTURES SHOWN ON THE DRAWINGS, OR APPROVED EQUAL, AND INSTALLED PER DETAILED DRAWINGS AND MANUFACTURER'S RECOMMENDATION. . 2 VALVES SHALL BE INSTALLED A MINIMUM OF 6" FROM ALL FIXED OBJECTS AND 12" APART FROM EACH OTHER. 2.1.10 MASTER VALVE .1 SHALL BE OF THE STYLE ANO MANUFACTURES SHOWN ON THE DRAWINGS, OR APPROVED EQUAL, AND INSTALLED PER DETAILS DRAWINGS AND MANUFACTURER"S RECOMMENDATIONS. 2.1.11 VALVE BOX <NON POTABLEl: . 1 ALL VALVES INCLUDING PRESSURE REGULATING VALVES, MASTER VALVES, REMOTE CONTROL VALVES, BALL VALVES, SHALL BE INSTAll..ED IN SUITABLE VALVE BOXES AS SHOWN IN DETAIL.$. ALL SHALL BE MARKED "PRV","MV","RCV","BV", OR "OF" RESPECTIVELY WITH STATION NUMBERS FOR CONTROL VALVES EMBOSSED ON THE VALVE COVER. ALL SHALi.. STATE "RECLAIMED WATER" IN ENGLISH AND SPANISH. (RCV SOXES SHALL HAVE LOCKING COVERS) OTHER BOXES SUCH AS PULL BOXES, ETC, SHALL BE MARKED ACCORDINGLY. VALVE SOXES SHALL BE "PURPLE" IN COLOR. . 2 FOR REMOTE CONTROL VALVES, PRESSURE REGULATORS & WYE STAINERS, MASTER VALVES, AND 2-1/2"LARGER SALL VALVES : USE 9-1/2" X 16" X 11" PLASTIC METER BOX. . 3 FOR 2" AND SMALLER SALL VALVES, FLOW METERS ; USE 10" X 10- 114" ROUND BOX WITH EXTENSION AS NEEDED (MINIMUM 6" PVC DIAMETER ). VALVE BOX (POTABLEl: . 1 ALL VALVES INCLUDING PRESSURE REGULATING VALVES, MASTER VALVES, REMOTE CONTROL VALVES, BALL VALVES, SHALL BE INSTALLED IN SUITABLE VALVE BOXES AS SHOWN IN DETAILS. ALL SHALL BE MARKED "PRV","MV","RCV","BV", OR "DF" RESPECTIVELY WITH STATION NUMBERS FOR CONTROL VALVES EMBOSSED ON THE VALVE COVER. ALL SHALL STATE "RECLAIMED WATER" IN ENGLISH ANO SPANISH. (RCV BOXES SHALL HAVE LOCKING COVERS) OTHER BOXES SUCH AS PULL BOXES, ETC. SHALL SE MARKED ACCORDINGLY. VALVE BOXES SHALL BE "GREEN .. IN COLOR. . 2 FOR REMOTE CONTROL VALVES, PRESSURE REGULATORS & WYE STAINERS, MASTER VALVES, AND 2-1/2"LARGER BALL VALVES ; USE 9-1/2" X 16"' X 11" PLASTIC METER BOX. . 3 FOR 2" ANO SMALLER BALL VALVES, FLOW METERS : USE 10" X 10- 114" ROUND BOX WITH EXTENSION AS NEEDED (MINIMUM 6" PVC DIAMETER ). 2 .1 .12 SPRINKLER HEAD: . 1 SPRINKLER HEADS SHALL BE AS REQUIRED ON THE DRAWINGS OR APPROVED EQUAL. ALL SPRINKLER HEADS ARE TO HAVE FACTORY BUILT IN CHECK VALVES OR A CHECK VALVE UNDER EACH HEAD. SPRINKLER HEADS SHALL HAVE A FACTORY COLORED "PURPLE RECLAIMED WATER" DESIGNATION AS A PART OF THE SPRINKLER OR IF NOT AVAILABLE BE PAINTED PURPLE AS DIRECTED BY THE CITY OF CARLSBAD. 2.1.13 OtllCK COUPLER VALVES {NON-POTABLE); . 1 QUICK COUPLING VALVES SHALL BE OF THE MANUFACTURER SHOWN ON THE DRAWINGS. EACH QUICK COUPLER SHALL HAVE A MOLDED VINYL LOCKING COVER WITH ACME THREADS FOR RECLAIMED WATER SERVICE. . 2 UPON COMPLETION OF THE CONTRACT ANO PRIOR TO FINAL ACCEPTANCE, SUPPLY THE OWNER WITH QUICK COUPLER KEYS AND HOSE ELLS OF THE QUANTITY CALLED FOR IN IRRIGATION SECTION 2,1.22. THE KEYS AND HOSES ELLS SHALL BE OF THE SAME MANUFACTURER AS THE COUPLING VALVE. . 3 SHALL BE 1" SIZE AS MANUFACTURED BY NELSON SPRINKLERS CO. QUICK COUPLER ASSEMBLIES {POTABLE): .1 QUICK COUPLER VALVES SHALL BE AS SIZED ON DRAWINGS; DOUBLE LUGGED, LOCKING CAP, VINYL YELLOW TOP AND BRASS. . 2 QUICK COUPLER KEV SHALL SE OF BRASS/BRONZE WITH A HOSE BIBB ASSEMBLY. 2 .1. 14 BALL VALVES: . 1 BALL VALVE TWO (2") INCH SIZE AND SMALLER SHALL MEET ASTM STANDARDS WITH SEALS WHICH ARE SELF ADJUSTING TO COMPENSATE WEAR. BALL VALVES SHALL HAVE MOLDED MICRO• FINISH BALL WITH LOW TORQUE REQUIREMENTS TO OPERATE UNIT MANUALLY. BALL VALVE $HALL 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 ENO BLOCKED WHICH PREVENTS BALL FROM BEING BLOWN OUT UNDER PRESSURE. BALL SEATS ARE TEFLON TO INSURE EASE OF OPERATION. END CONNECTOR CARRIER AND STEM "O' RING ARE EPDM OR VITON. 2.1.15 MANUAL CONTROL VALVE: .1 MANUAL CONTROL VALVE 3/4" AND 1" SIZE SHALL BE MADE OF HEAVY-DUTY BRASS WITH A WHEEL HANDLE ANO RATED TO 150 PSI. 2. 1 .16 ATMOSPHERIC VACUUM BREAKER: . 1 ATMOSPHERIC VACUUM BREAKER 3/4" AND 1" SIZE SHALL BE MADE OF HEAVY•DUTY BRASS CONSTRUCTION PREVENTING BACKFLOW OF WATER INTO FRESH WATER LINES. OPERATING PRESSURE OF 15 TO 150 PSI AND SHALL BE MANUFACTURED BY THE SAME MANUAL CONTROL VALVE LISTED ABOVE. 2. 1 .17 BACK FLOW PREVENTER; UNIT SHALL BE AS SHOWN ON PLANS OR EQUAL, AS APPROVED BY ARCHITECT ANO CARLSBAD MUNICIPAL WATER DISTRICT. 2 .1 .18 CONCRETE FOOTINGS SHALL BE 2,000 PSI CONCRETE AT 28 DAYS. 2 .1. 1 9 BACKFILL SHALL BE CLEAN FILL SOIL WITH NO ROCKS OR CLOD 112" OR LARGER. 2.1.20 WARNING TAPE; . 1 SHALL BE PLASTIC TAPE PREPARED WITH SILVER PRINTING ON A PURPLE FIELD HAVING THE WORDS, "CAUTION: RECLAIMED WATER LINE BELOW" . THE OVERALL WIDTH SHALL BE 3 INCHES. • 2 WARNING (CAUTION) TAPE SHALL BE MANUFACTURED BY THOR ENTERPRISE, INC., P.O. BOX 450 SUN PRAIRIE, WISCONSIN, 53590, (PHONE: (608) 837-7197) 2.1.21 WARNING LABELS & SIGNS : SHALL BE APPROVED BY THE DISTRICT ENGINEER TO BE INSTALLED ON DESIGNATED FACILITIES. FACILITIES SUCH AS CONTROLLER ENCLOSURE AS DESIGNATED BY THE DISTRICT ENGINEER OR INSPECTOR. SEE COVER SHEET FOR ADDITIONAL REQUIREMENTS. 2.1.22 WARNING TAGS: ALL RECLAIMl,D WATER SPRINKLER CONTROLS VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. SEE COVER SHEET FOR ADDITIONAL REQUIREMENTS . 2.1.23 CONTRACTOR SHALL PROVIDE TO THE OWNER: . 1 TH REE (3) CONTROL VALVE KEYS. , 2 FOUR (4) WRENCHES FOR REMOVING EACH DIFFERENT TYPE OF SPRINKLER HEAD. . 3 TWO (2) 48" TEE WRENCHES FOR OPERATING BALL VALVES . . 4 FIVE (5 EA.) QUICK COUPLER KEYS AND FIVE (5 EA.) HOSE BIB ASSEMBLIES (POTABLE & NON-POTABLE). . 5 FIVE (5) KEYS FOR OPENING ANO LOCKING EACH AUTOMATIC CONTROLLER. 2.1.24 PRESSURE REGULATOR AND WYE STRAINER SHALL BE OF BRONZE BODY WITH SCREW FITTINGS. SEE DETAILS AND DRAWINGS. PART 3 -EXECUTION 3 .1 GENERAL REQUIREMENTS: 3. 1.1 3.1.2 3. 1. 3 3. 1 .4 3.2 3. 2 .1 3.2.2 LOCATIONS ON DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE ONLY, ANO SHALL BE CHANGED AND ADJUSTED AS NECESSARY AS DIRECTED TO MEET EXISTING CONDITIONS ANO OBTAIN COMPLETE WATER COVERAGE. LOCATE AND STAKE ALL WORK AND OBTAIN APPROVAL OF THE ARCHITloCT BEFORE INSTALLATIONS. INSTALL ANO EXTEND SYSTEM AS SHOWN ON THE DRAWINGS, AND AS NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. LOCATE LINES, VALVES AND OTHER UNDERGROUND UTILITIES ANO RECEIVE THE APPROVAL OF THE ARCHITECT BEFORE DIGGING TRENCHES. REFER TO THE CITY OF CARLSBAD STANDARDS FOR RECLAIMED PIPE INSTALLATION. ALL CITY OF CARLSBAD STANDARDS TAKE PRECEDENCE OVER PLANS AND SPECIFICATIONS FOR THE PROJECT UNLESS NOTED AND APPROVED. INSTALLATION OF IRRIGATION SYSTEM: EXCAVATION AND BACKFILLING Of TRENCHES: . 1 EXCAVATE TRENCHES, PREPARE SUBGRADE, AND BACKFILL TO LINE ANO GRADE WITH SUFFICIENT ROOM FOR PIPE FITTINGS. TESTING ANO INSPECTING OPERATIONS. 00 NOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECTED TO A HYDROSTATIC TEST AS SPECIFIED . .2 DEPTH OE TRENCH· POLYVINYL CHLORIDE PRESSURE LINE (LESS THAN PRESSURE MAINLINES ( 3" AND UP TO 6'"') POLYVINYL CHLORIDE NON-PRESSURE LINE CONTROL WIRE 3")SEE LEGEND SEE LEGEND SEE LEGEND SEE LEGEND . 3 TRENCHING THROUGH AREAS WHERE TOPSOIL HAS BEEN SPREAD; (1) DEPOSIT TOPSOIL ON ONE SIDE OF TRENCH AND SUBSOIL ON OPPOSITE SIDE. . 4 SUBSOIL SHALL BE FREE OF ALL ROCKS AND CLODS 1/2 INCH IN DIAMETER, DEBRIS, ANO LITTER, PRIOR TO USE AS SACKFILL WHERE SO INDICATED ON DETAIL. . 5 REPAIR ANY LEAKS ANO 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 TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE AND APPROVED MATERIAL, TAMPING SOIL AROUND PIPE ANO THOROUGHLY COMPACTING ALL TRENCH FILLS UNTIL 90% COMPACTION HAS BEEN ACHIEVED. . 7 BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROCKS ANO CLODS 112" AND LARGER. . 8 CONTRACTOR SHALL NOT INSTALL PIPE ACROSS CONCRETE DRAINAGE SWALE. CONTRACTOR SHALL JACK OR BORE UNDER S".'JALE TYPICAL. UNDER EXISTING ANO /OR PROPOSED PAVEMENT . 1 TRENCHES LOCATED UNDER AREAS WHERE PAVING, ASPHAL TIC CONCRETE OR CONCRETE WILL BE INSTALLED SHALL BE BACKFILLED WITH CLEAN FILL SOIL, IN A SLEEVE AND COMPACTED IN LAYERS TO 95% COMPACTION, USING MANUAL OR MECHANICAL TAMPING DEVICES. TRENCHES FOR PIPING WHICH ARE NOT UNDER PAVING SHALL BE COMPACTED TO EQUAL COMPACTION OF THE EXISTING ADJACENT UNDISTURBED SOIL AND SHALL BE LEFT FLUSH WITH THE ADJOINING GRADE, THE IRRIGATION CONTRACTOR SHALL SET IN PLACE, CAP AND PRESSURE TEST ALL PIPING UNDER PAVING PRIOR TO PAVING WORK. . 2 PIPING UNDER EXISTING PAVEMENT MAY BE INSTALLED BY JACKING, BORING, OR HYDRAULIC DRIVING. HOWEVER, NO HYDRAULIC DRIVING WILL BE PERMITTED UNDER ASPHALT PAVING. , 3 PROVIDE FOR A MINIMUM COVER OF 18 INCHES BETWEEN THE TOP OF THE PIPE AND THE BOTTOM OF THE AGGREGATE BASE FOR ALL PRESSURE AND NON PRESSURE PIPING INSTALLED UNDER ASPHALTIC CONCRETE PAVING. . 4 SECURE PERMISSION FROM THE OWNER/DEVELOPMENT BEFORE CUTTING OR BREAKING EXISTING PAVEMENT. ALL NECESSARY REPAIRS AND REPLACEMENTS SHALL BE APPROVED BY OWNER/DEVELOPMENT, AND SHALL BE AT NO ADDITIONAL COST TO OWNER/DEVELOPMENT. 3. 2 -3 INSTALLATION OF POL YVINyL 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 ANO FITTINGS SHALL BE STORED UNDER COVER UNTIL USED, AND SHALL SE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY FLAT SO AS NOT TO BE SUBJECTED TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. . 3 ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCARDED UNTIL SUCH DENTED OR DAMAGED SECTION IS CUT AND REJOINED WITH A COUPLING. . 4 TRENCH DEPTH SHALL SE AS SPECIFIED ABOVE FROM THE FINISH GRADE TO THE TOP OF THE PIPE. THE BOTTOM OF THE TRENCH SHALL BE FREE OF ROCKS, CLODS, AND OTHER SHARP-EDGED OBJECTS. . 5 PIPE ENDS AND FITTINGS SHALL BE WIPED WITH MEK, OR EQUAL, BEFORE WELDING SOLVENT IS APPLIED. WELDED JOINTS SHALL SE GIVEN A MINIMUM OF 15 MINUTES TD SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL BE BEVELED TO REMOVE BURRS AND EXCESS BEFORE FITTING AND GLUING TOGETHER. . 6 PIPE SHALL BE SNAKED FROM SIDE-TO-SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. . 7 CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR INSPECTION DURING TESTING. . 8 NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTIONS HAVE BEEN COMPLETED ANO A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING AND CURING. . 9 PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS, METAL NIPPLE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH . .10 PLASTIC TO PLASTIC JOINTS; SOLVENT-WELD, USING SOLVENT RECOMMENDED BY PIPE MANUFACTURER ONLY. .11 SOLVENT-WELD JOINTS: ASSEMBLE PER MANUFACTURER'S RECOMMENDATION. .12 ALL PRESSURE PIPE 3" OR LARGER SHALL HAVE THE CORRECT SIZED CONCRETE THRUST BLOCK INSTALLED AT EVERY ABRUPT CHANGE OF ALIGNMENT; AT GATE VALVES, TEES, ELBOWS, CROSSES AND ENDS OF PIPE RUNS; OR WHEREVER THE CITY ENGINEER DEEMS ONE TO BE NECESSARY. THRUST BLOCKS SHALL BE INSTALLED AS PER DETAIL 3.2.4 INSTALLATION OF SRASS PIPE: . 1 CUT BRASS PIPING BY POWER HACKSAW, CIRCULAR CUTTING MACHINE USING AN ASRASIVE WHEEL, OR HANO HACKSAW. CUT NO PIPING WITH METALLIC WHEEL CUTTER OF ANY DESCRIPTION, REAM ANO 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 REMOTE CONTROL WIRING; .1 DIRECT BURIAL CONTROL WIRE SIZES: AS SHOWN ANO SPECIFIED HEREIN BEFORE. • 2 PROVIDE ONE CONTROL WIRE AND ONE COMMON GROUND WIRE TO SERVICE EACH VALVE IN SYSTEM. PROVIDE 4•FOOT MINIMUM EXPANSION LOOP AT EACH VALVE TO PERMIT REMOVAL AND MAINTENANCE OF VALVES . • 3 INSTALL CONTROL WIRES AT LEAST 24" BELOW FINISH GRADE AND MINIMUM OF 4" FROM ANY PIPE OR FITTINGS EXCEPT AS TERMINAL POINTS. .4 INSTALL CONTROL WIRES ANO IRRIGATION PIPING IN COMMON TRENCHES WHEREVER POSSIBLE. .5 CONTROL WIRE SPLICES; ALLOW ONLY ON RUNS OF MORE THAN 300 FEET, SPLICES AS FOLLOWS: (1l STRIP OFF MINIMUM OF 2-1/2 INCHES OF INSULATION FROM EACH WIRE . (2) CONNECTING AND SPLICING OF WIRE AT THE VALVES SHALL BE MADE USING DURA SEAL CRIMP SPLICES AS MANUFACTURED BY RAYCHEM CORPORATION. CONTRACTOR SHALL REFER TO RAYCHEM INSTALLATION PROCEDURES USING ULTRATORCH 3 HEATING TOOL. NO OTHER SPLICES WILL BE ALLOWED . 3.2.6 AUTOMATIC CONTROLLER: . 1 AUTOMATIC CONTROLLER SHALL BE INSTALLED AS SHOWN ANO DIRECTED. CONTROLLER SHALL BE TESTED WITH COMPLETE ELECTRICAL CONNECTIONS. THE CONTRACTOR SHALL SE RESPONSIBLE FOR TEMPORARY POWER TO THE CONTROLLER FOR OPERATION ANO TESTING PURPOSES. . 2 CONNECTIONS TO CONTROL WIRING SHALL BE MADE WITHIN THE PEDESTAL OF THE CONTROLLER. ALL WIRE SHALL FOLLOW THE PRESSURE MAIN IN SO FAA AS POSSIBLE. . 3 ELECTRICAL WIRING SHALL BE IN A RIGID PVC PLASTIC CONDUIT FROM CONTROLLER TO ELECTRICAL OUTLET. A CERTIFIED ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WIRING TO THE SUB-PANELS, CLOCKS, OR ELSEWHERE AS REQUIRED, IN ORDER TO COMPLETE THIS INSTALLATION. A DISCONNECT SWITCH SHALL SE INCLUDED. APPRO\~D FOR PLANTING A\'D IRRIGATIOJ\' ONLY, INCLUDING PRECISE LOCATIO!\' OF PLANTING AREAS. " AS 8 U I LT" RCE ___ EXP. REVIEWED BY: INSPECTOR 98-016 DATE DATE t-----+----+------------~-+--+--+------4-------1 ~ CITIAN£! DE~A¾J,;ii3BAD ~ IRRIGATION SPECIFICATIONS FOR: RANCHO CARRILLO VILLAGES 'E, F, K, & P' hr~-~,4~ APPROVED_,,._,,_~ 3-ff '7? Landscape Archilccturc • Planning ASSISTANT PLANNING DIRECTOR DATE La Jolla Cc n l re II ::;;:;;;:=;;==::::::::=~:===::::::::::=======::::..=..=..=-=:...=__:=-=:..=..=__:;;:__ 9255 Townt Cc n Ire Drive, Sui tc 34 0 r-;;o;.:A..,TE,-----111Hiwim;.AL"7------------------+-0,...,._-=TE=-+-IN-IT1,----AL-+-D-A-TE--+-IN-I_TI_AL--I OWN BY: PROJECT NO. DRAWING N 0. San Diego, CA 92111·3002 ENl'INEtR Of" WORK REVISION DESCRiPTlON OTHE:R APPROV,IJ.. on APPROVAi.. ~~ :~: ---C. T. 97-03 366-9L GI 9 550-1575 • Fax 550-1580 L _____ _l_ __________________ J..:.:,::.::_:::,:::._1_.::,:~=:'..~~l=::::::;::·;:::::;;::=..'.=:::::=::=::;::;::;::::;:::~:==:=:=:=::J C.M.W.D. JOB NO. 98-510 .. ( - - LA MESA 8L.UF-PAtNT . 4 CONTROLLER SHALL BE INSTALLED WITH VANDAL-RESISTANT ENCLOSURES AS CALLED FOR ON THE DRAWINGS (STAINLESS STEEL) AS PROVIDED BY THE MANUFACTURER ON ADEQUATE CONCRETE FOUNDATION. 3.2.7 VALVES· .1 ALL VALVES SHALL BE INSTALLED AS SHOWN IN THE DETAILS ANO IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND AS REQUIRED BY THE CITY OF CARLSBAD FOR IDENTIFICATION, PER RECLAIMED WATER STANDARDS, IF USED. . 2 ALL AUTOMATIC VALVES SHALL BE SIZED AS SHOWN ON PLANS. GATE VALVES SHALL BE LINE SIZE. .3 INSTALL EACH CONTROL VALVE IN A SEPARATE VALVE BOX WITH A MINIMUM OF 12" SEPARATION BETWEEN VALVES AND 6" FROM ANY FIXED OBJECT OR STRUCTURE. 3.2.9 VALVE BOX: .1 INSTALL VALVE BOXES AS SHOWN ON DETAIL. INSTALL NO MORE THAN ONE VALVE PER BOX. VALVE BOXES INSTALLED NEAR WALKS SHALL ABUT FROM THOSE ITEMS AND THE TOP SURFACES SHALL BE FLUSH WITH ITEMS LISTED ABOVE. . 2 ALL BOXES ARE TO BE MARKED AS TO THE TYPE OF VALVE, CONTROL STATION NUMBER IF APPLICABLE AND IDENTIFIED AS REQUIRED, PER RECLAIMED STANDARDS. 3.2.9 SPRINKLER HEADS: . 1 ALL SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS SHOWN. . 2 NOZZLE SIZE OF ALL HEADS SHALL BE ADJUSTED TO SUIT ANY PARTICULAR CONDITIONS OF THE AREA. THIS SHALL BE DONE AFTER THE SYSTEM HAS BEEN THOROUGHLY TESTED, IMMEDIATELY AFTER WRITTEN NOTIFICATION BY THE ARCHITECT TO DO SO. 3.2. 10 QUICK COUPLER ASSEMBLY: . 1 INSTALL ALL QUICK COUPLERS AS INDICATED ON DRAWINGS AND AS DIRECTED. SET ALL VALVES PLUMB AND TRUE TO FINISH GRADE AND A MAXIMUM OF 12 INCHES FROM PAVING, WALKS, HEADERS OR CURBS, AND AS SHOWN ON PLANS AND AS DIRECTED. 3.2.11 BALL VALVES: . 1 INSTALL WHERE SHOWN AS DETAILED. 3.2.12 WARNING TAPE: WARNING TAPES SHALL BE INSTALLED DIRECTLY ON TOP OF THE PIPE 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 MORJ;c 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 8ETWEEN 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 WAR NJ NG LABELS & SIGN· INSTALL WHERE SHOWN AS DETAILED 3.1.14 WARNING TAGS: INSTALL WHERE SHOWN AS DETAILED 3.2.16 BACKFLOW PREVENTER: . 1 BACKFLOW PREVENTER ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, LOCATED AND AS DIRECTED ON DRAWINGS, AND SHALL CONFORM TO ALL APPLICABLE CODE AND ORDINANCE REQUIREMENTS. . 2 EXACT LOCATION AND POSITIONING SHALL BE VERIFIED ON THE SITE BY THE ARCHITECT. 3.2.16 PRESSURE REGULATOR: -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 CONTAINERS USED IN ACCOMPLISHING WORK. HE SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO THE PLANTINGS. END OF SECTION I r I\ IRRIGATION NOTES WATER SOURCE STATIC PRESSURES AT RECLAIMED WATER CONNECTIONS ARE CALCULATED WITH A FUTURE PERMANENT 700 FT. HYDRAULIC GRADIENT HOWEVER, THE RECLAIMED DELIVERY LINES WILL CONNECTED TO A POTABLE SOURCE WITH HYDRAULIC GRADIENT OF 700 FT. AS CALCULATED, PRESENT AND FUTURE STATIC PRESSURES WILL RANGE FROM 87 PSI TO 197 PSI. THIS WATER PRESSURE INFORMATION WAS OBTAINED FROM THE CARLSBAD MUNICIPAL WATER DISTRICT 1996 . CALCULATED PRESSURE FOR EACH POINT OF CONNECTIONS ARE SHOWN ON THE PLANS THE CONTRACTOR SHALL VERIFY WATER PRESSURE BY DIRECT MEASUREMENT IN THE FIELD IF EXISTING PRESSURE IS NOT AS STATED ON THE PLANS THE CONTRACTOR SHALL NOTIFY THE OWNERS' REPRESENTATIVE BEFORE BEGINNING INSTALLATION. 1. IRRIGATION SYSTEM IS DIAGRAMMATIC AND SHOULD BE VERIFIED IN THE FIELD BY THE CONTRACTOR IF CHANGES ARE NOTED IN THE FIELD THE CONTRACTOR SHAll NOTIFY ARCHITECT AND OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF IRRIGATION EQUIPMENT. CHANGES MADE IN THE FIELD MUST HAVE WRITTEN APPROVAL FROM THE OWNER FOR ADDITIONAL CHARGES TO THE JOB . 2 CONTRACTOR SHALL INSTALL THE FOLLOWING UNLESS OTHERWISE NOTED ON THE PLANS: A ALL LATERAL END RUNS ARE TO BE 3/4" B. ALL LATERAL (NON-PRESSURE LINES CONNECTED DIRECTLY DOWNSTREAM OF THE REMOTE CONTROL VALVE) SHALL BE ONE SIZE LARGER THAN THE REMOTE CONTROL VALVE . C. MAINLINE END RUNS ARE TO 1-112" 2. CONTRACTOR SHALL INSTALL e-POP-UP HEADS ALONG FUTURE WALKS AND CURBS TYPICALLY. NO SHRUB HEADS ON RISER WILL BE ACCEPTED ADJACENT TO FUTURE WALKS AND CURBS -SEE PLAN. POP-UP HEADS SHALL BE USED WITHIN 10' OF ANY PEDESTRIAN USE. 3. CONTRACTOR SHALL VERIFY LOCATION OF WATER AND ELECTRICAL POINT OF CONNECTION WITH OWNER. CONTRACTOR SHALL PULL NECESSARY PERMIT FOR WATER. ELECTRICAL, AND TELEPHONE -VERIFY WITH OWNER SYSTEMS ON THIS PROJECT ARE CONTROLLED BY COMPUTER IRRIGATION CONTROLLERS CAPABLE OF TELEPHONE COMMUNICATION. FLOW SENSING AND SOME HYDRAULIC OR ELECTRICAL DIAGNOSTICS CONTROLLER LOCATION ARE SHOWN DIAGRAMITICALLY. FINAL LOCATION TO BEE APPROVED BY THE OWNERS REPRESENTATIVE . 4. AL PIPE AND WIRE RUNS INSTALLED UNDER STREET PAVING SHALL BE SLEEVED SLEEVES SHALL BE SCH .. 80 PVC. ALL SLEEVES SHALL BE TWO TIMES THE DIAMETER OF THE PIPE OR WIRE BUNDLE BE SLEEVED (2" MINIMUM) OR SIZED NOTED ON DRAWINGS CONTRACTOR SHALL COORDINATE LAYING OF PIPE, SLEEVES. AND WIRES TO ENSURE THAT HE HAS ADEQUATE MEANS OF CONNECTION -SEE PLAN. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES, AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITIES FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 6. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLERS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO WALKS, ROADWAY AND /OR BUILDING AS MUCH AS POSSIBLE. 7. CONTRACTOR SHALL INSTALL "RAINGUARD" AUTOMATIC SHUTOFF FOR IRRIGATION CONTROLLER; MANUFACTURED BY WATER CONSERVATION SYSTEMS INC. INSTALL PER MANUFACTURERS RECOMMENDATION. 8. INSTALLATION OF BACKFLOW PREVENTER (REDUCED PRESSURE SACKFLOW PREVENTER) SHALL BE PER STANDARD DWG. NO. DETAIL W1Sl. DATED AUGUST 1993, C.M W D. SEE PLAN . IF THE SACKFLOW ASSEMBLY IS TO BE INSTALLED ON A SLOPE WITH A HORIZONTAL TO VERTICAL RATIO OR 41 OR GREATER, A TWO FOOT (2') HIGH RETAINING WALL MUST BE BUILT SURROUNDING THE ASSEMBLY ON THREE SIDES WITH THE OPENING ON THE DOWN SIDE OF THE SLOPE THERE MUST BE A MINIMUM TWO FOOT (2") HORIZONTAL CLEARANCE BETWEEN THE RETAINING WALL AND THE BACKFLOW ASSEMBLY. ASSEMBLY MUST BE LOCATED IN AN AREA NOT SUBJECT TO FLOODING. ◊NL Y REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLIES WHICH HAVE BEEN APPROVED BY THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICES AND CARLSBERG MUNICIPAL WATER DISTRICT WILL BE USED ON THE WATER DISTRICT SERVICE WITHIN THE SERVICE AREAS OF THE CARLSBAD WATER DISTRICT MUNICIPAL WATER DISTRICT. 9. IN CASE OF WIRE FAILURE THE CONTRACTOR SHALL INSTALL TWO SPARE CONTROL WIRES FROM THE CONTROLLER TO THE FARTHEST VALVE ON EACH LEG OF THE MAINLINE THESE WIRES SHALL PASS THROUGH ALL VALVE BOXES ALONG THE MAINLINE ROUTE. THESE WIRES SHALL BE A DIFFERENT COLOR FROM THE OTHER CONTROL WIRES ANO BE LABELED AS SPARE AT CONTROLLER CABINET, IN THE VALVE BOX OF THE FARTHEST VALVE AND OTHER VALVE BOX. 10. USE OF RECLAIMED WATER REQUIRES THAT ALL PIPE, SLEEVES, SPRINKLER HEADS. REMOTE CONTROL VALVES, QUICK COUPLER VALVES AND VALVE BOXES BE IDENTIFIED AS CONTAINING RECLAIMED WATER. ALL INSTALLATIONS SHALL BE ACCORDING TO CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS, OCTOBER 1993. LOCAL CODES AND STANDARDS. ALL PIPE FOR THE INSTALLATION OF SYSTEMS USING RECLAIMED WATER SHALL BE COLORED CODED PURPLE. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. RCE REVIEWED BY: INSPECTOR "AS BUil T" EXP. 98-016 DATE DATE 1----+----+-------------l----+-----+---+---I~ CITXAN2! OE~A¾T~l1BAD ~ !====--'===================='--'====::: l----+-----1---------------·-----i----+----f----l-----l IRRIGATION SPECIFICATIONS FOR: RANCHO CARRILLO VILLAGES 'E, F, K, & P' l<><f· ~-,1-11 A_P_P_R_o_VE_o_d@.lk:;,,L..!!.""--y_---------=3-lf-7'? Landscape Architecture • Planning ASSISTANT PLAI\INING DIRECTOR DAft La Jolla Centre II OWN BY: I JECT NO I DRAWING NO 9255 Towne Cclllrc Drive, Suite 340 DAlE il'llnAL DAlE INITIAL OAlE INITIAL PRO . . CHKD BY: ---C T 97 03 366 9L $an D icgo, CA 92121-3002 tEN::GINEER:::.~Of:....:WORK::1. ___ ~R-=E~Vl~S=l~O~N~D:.:E:S~C~R~l~P~1l~O::N ____ j_o:1tt~El!~APP:_:R~O:l/1>J..:_,L~a~TY~AP~PR=o:v:AL~(_::R;:VWO:=:::::B:::Y::: ::;::;::;::'._:· =::::::·:::::' ::::;;::;-::::::=~::::::;::-:::=:J 619 550-1575 • Fax 550-1580 C.M.W.D. JOB NO, 98-51 Q ... C • CONTROLLER "L" DATE: 6/12/98 .. i PREPARED BY: JOB NUMBER: ... 98-016 ·-,----=-=--,c--... MARVIN H. TANIGUCHI JOB TITLE: RANCHO CARRILLO VILLAGE E,F,K, & P HGL: 7 0 0 HYQf!._A .. u.L .. 1cc~ •. ~.·.•·c .•.. ~.~ATION --1.. PRESSURE(PSI): · ·.76 > .. · METER_NO, ., ........... #8 .. >Y SYSTEM: / ·-:.;:1:,44:y ·<I. GF'M:-:•./• 55,5•/ • STANOARbsvbi:EMLdSSEs 1 . < ••• I <s!ZE .•. /: .. PSlt:'1:fa$·· WATER ME-::T:::ER:=--t: __ tc,,· ',lll0 " . _ f---~--. _B_A_C_KF_L_O-.--W_P_REVENTER: 1'i2'' 8.90 f----~• -.-----~~ REf0OTE CONTROL VALV_E_:,___~~1/ll' IRRIGATION SPRINKLER HEAD (OP~RATING PRESSURE):_ 1 .75 --------30.00 t---~-M ASTER VALVE: 2" 1.00 ··-------- GLOBE VALVE: CHECK VALVE: i ----···· ·----+---0.00 1--------· ~--·-·~-------3.00 ----j---,-- --~ -· IM~~~E-:,__ __ 4_" 1.00 5.C0 __ _ i PIPE FITTING (ALLOWANCE): 1-1v.l)FiAUt1CGRAOECH.ii.NGE!) i '''···• .. HGL. OF STREET MAIN ELEVATION: Cr()0 =-t-----.'-;;--:.-----. _____ Ec~_v. OF IRRIG HEAD ~HI_GHEST POINT: 3 9 5 •-ro . ELEVATION DIFFERENCE: •:••, ;;;;•,••:•,,•,,w.•,•,•••••••<•'''"'"\,.,,.,_ ,.:.:,;,;,::,::••,:::,:,:,:••••:•••"•"''• '••~• " .. , .. , ' ' ••-•.,.,',;,',i'; "" •t:L,!\SS200.PVC,PIPEiIDN''PRESSURE: :·••· · ELEV DIFF X 4_33--'-+--~~4=.;:',.=0 _ _, PIPE SIZE LENGTH GPM PSI LOSS --+--····----· ··-3/4" 35' 7.4 0.78 --t--- f---~1_" __ + --~3~5_' _-+_ 11._1_-+ __ 0_.55 1-114" 70' 18.5 0.88 ---j----- 1 -1 /2" 2·• 60' 55.8 1.03 ----t--------t---- 2 -1 12" --+----- PIPE SIZE 1-1/4" 1----- 1 -1 12" 2" -~--+- 2-1/2" 3" 4 .. ------f-- (o{)()_ -i-----=-=-···~ 55.8 ,7'2_ ----t--·--·-- SUB TOTAL •• 72.. :7'2 +-------1 ... - TOTAL PRESSURE LOSS· 5048 ... ·-----+--·-AVAILABLE PRESSURE (_P:3_it 75.00 ----+---AVAILABLE RESIDUAL PRESSURE: ~f".;!22, . -· ·~---PRESSURE ADEQUATE LOT 304 DATE: 6112198 PREPARED BY: Jo'-"'B-=N-'-U-M_B_E_R_: 1---=-9'--8""-=-o-=1 6~ ·--······· -----+----------.-MccA-=R:c-VcclN~H-=TccAN-IGU6H1 JO-BTITLE: -+R=-AccN~C~H-o=-=c-.-A"'R"'R,,.IL-.--LO=-:-V-IL··~LA=G=E-=E:-:,F:-.,K-.-,--:p=---t---·-----·---: HYDRAULIC CALCULATION ------HGL OR PRESSURE:/ .JS 1'$f M_ETER NO. '}L_Q:f 304!>F SYSTEM: Zi':l'OTi3!l4t GPM: ·. .. :g· I $'tANiliAijili};YS1'EMllll!$$ES} )!i:!11!' <;ii![iijjiii!!!!iiit/lY 1 c'. • )!size ··:\t€si•t:p!ls\•······ WATER METER): 3/4" 1 30 1-·· --·~ ····-~··· ~----.----~----.-~·-·======= BACKFLOW PREVENTER(ATMOSHPERIC TYPE) 1 _" -~ __ 0_.7_0 _ ___, --·--. I _ I MANUAL CONTRO!., V_A_L_V_E+: __ 1_"__ 1 .80 ...... IRRIGATION SPRINKLER ... HE/10. (OPERATING PRESSURELi------+--3_0 ,SJQ __ MASTER VALVE: 1" _____ 4-'-'_-"o-"-o_ 3.00 . ·-·" 1 " . 1 .oo r--5-. o~o'--- ------•••a •••••••- HGL. OF STREET MAIN ELEVATION: f-----·-····· ····~ .... 479 ELEV OF IRRIG. HEAD@ HIGHEST POINT 5 O 7 ~.-....... ··.··.· ····• ...... J ...... • ELE. VAT·l·ON C>IFF~~E·•.•. ·N·•·.•·•···c·····E··.· .. •·.'.·.· .. • 2 8---+--.,-.-v -0-IFF-. x-.,-'3---il .ctii:$s to.ti ·pVC'1->11->ENoN;PREssu·RE'... ,:;: : :, •!:Hi••········ 1 2. 1 2 -····---- PIPE SIZE LENGTH GfM PSI LOSS . · .. ·~. --.--=-::----i---- 314" 125' 9.2 4.5_6_--+------+ f-------t-----H-___,~--+-- 1 " f--------+-------+------t-----i ------t---···- 1 -1 /4" f-----+------+-·----+----~+------1-------i 1-1/2" -+-----+--2" 2-1/2" ---+-----+-------+----•--·- PIPE SIZE LENGTH GPM PSI LOSS 1" 70' 9.2 2.56 -----+------t ---'---+--~ ---j--f--_,_t------+-- 1 -112" f--'--' ~--+------+ -----+------+-----+------+ 2" 2 • 1 /2" 4" 3" I '---~----+ -----+---.---+------i------r----~ SUB TOTAL.. 2 .56 ·1 2 .56 . TOTALPRESSURELOSS•' 66.04- AVAllABLE PRESSURE (PSl):I 75 .. 00 --- ~---A~V~A-ILABLE REs1ouAL PRESSURE: ·•·· • :•e 96 • ,::: !-----+---------. PRESSURE ADEQUATE J CONTROLLER '"CJ" ~i:~:UMBER:i e~;_~ 1 1 9 e 8 _] __ .. ----t------MARVINPHR~~~~~~~: J(:)B :f.1.:f.LE: RANCHO CARRILLf2 VILLA(i_~§,F~,K~, &~P----==-c-=-:= HGL: 700 HYDRAULIC CALCULATION I PRESSURE (PSi): i ••<'1 i, O• /·•••·· -.M··. :E·R· N.c.· .. 'ii.# .. 8•·.··· i.·.i. :.·.··.·.·•.s.• ..... YSTEM··.=. -... 1 >. c ..•. J·••····1.•: ' I GPM: I 15.3 st:;NOAFiDSYSTEMLOSSES,c;.y, .. 0 ii .... i. . ;$izi': > PSl't.bs$ -···---+----,,,,ci<:=t_o~!:~0E~~~ \'!,'-s -~ f---------'1------1_ A.~.. OTE(;_ON1:ROL\1ALVE --1" -1:75- 1-.... -·-····· ,_,, __ . _IRRIQ",TIQ/'J SPRINKLER HEAD _(_OPERATING PRESSURE): 30. O◊ MAST.ER.VA.~_V~E+: __ 2_"_ 1 .0_~0 __ ---+ GLO3E VALVE: ----'----0 .00 -I. CHECK VALVE: ··-----i 3 00 I . . . . . I BALL VALVE 4 .. --+-I --1~_-oo 1 F>IPE FITTING iALLOWA~cE.i .... -~T .. -_s_._o_o __ HYDRAOOc.CRAoE'CttANGE •· > •· .. i . \ . ··· .. ·• · .. ·.·. -------i I--• ·--·-- f----------+- HGL. OF STRE8 MAIN ~~_EVATION:t-___.2c-:9:-':5,---+--- ELEV. OF IRRIG HEAD@ HIGHEST POINT: 3 6 0 f--------I ELEVATION DIFFERENCE: ctAss'200i?VC.PIPE NbN-PFiESSURE>. 65 ELEV D!FF. X.4:'\3 28. 15 ----- PIPE SIZE LENGTH GPM --......... , .. ____ _ PSI LOSccSc__+----- 60' 9.2 2,59 314" . ·----+--------,---- 1----,-1_" -.---.----+--1 2 o · ______ 1 5_._3_---i-__ 3 _. 7_3_ 1-114" 1 -1 12 " ·-··· -·-·-----+-- -····-····· ......... ., 2" ······-·------2 -1 /2" i I SUBTOTAL ,.;c"'. L;...A;...~.:c·. ··-=-31-'"5'-"P-"V-'"C'"'P'"'IP...;J': ... '.,,,P--.. R.,..E_ss.,..J_JR...;· t;;..M;...A __ . I __ N;c.Li_N_,,E-• '"'!. ,.,· i,,.'·',..,f,.,,,,, •· •··....,_ ..... •-----~-- PIPE SIZE LENGTH C'AVI PSI LOSS f----=='-----·----=: ~-~-~--+-·-·· -----· --j------+--1 -1 /4" 6.32 6 32 ···-- 1 -1 /2" 2" 700' ---.---.----+---·-~··--·· f .. " ----+--' ·-·-15.3 1.61 2 -1 /2" --------+--·--···"" ..... , ... ··/-----+---3" -·--- 4" . ···---· ··-------l- ~-----+------+SUBTOTAL 1.61 . _ _ 1.61 _ TOTAL PRESSURE .LOSS: 8 7.73 f-----+ ---· ··•-,-•-AVAILABLE PRESSURE (PSI): 10,.00 -i-----A:--.-Vc':Ac:-ILABLE RESIDUAL PRESSURE-: i•U f'.2. eii , .. -·-··-··~ ----+------+--PRESSURE ADEQUATE lrrig. calc. lot 294 I CONTROLLER "UB" . LPREPP.R§_D BY WATER METER· 2" 1.00 ·-·-···· .. ·· --·-----+---·----1 BACKFLOW PREVENTER 2" 8 90 REMOTE CONTROL VALVE: 1 ,. 8.00 IRRIGATION SPRINKLER HEAD (OPERATING PRESSURE): 30.00 0.00 ···I--···-··- MASTER VALVE: 2" . -r-----·-··-··--·---·--~------l~ GLOBE VALVE 1.00 CHECK VALVE: 3 00 f---·--···--·-·--··--------------f's/ijj_ VALVE: 3" 1.00 HGL. OF STREET MAIN ELEVATION: 458 ELEV. OF .. IRRIG. HEAD@ HI.GHESTPOINT: 41 8 ELEVATION DIFFERENCE: -40 ELEV. DIFF. X.433 ct..ii.ss·•2oo#lJc:iiiJ'ii'i;,,oN',pfifissiiriE ... •.•·/ ··•,······.'"'•· -----------r-~,::,":~,.....,....~~=-:---r--:-::::-:------r--::::::,-;~~..,._------ -17 32 PIPESIZE LENGTH I G'M PSI LOSS 314·.-------40; r·----s.2 o_s2 ·· 1" 30' • 143 078 1-1/4" 30' • 20.8 0.48 1-112" 5' ... .. . .. ·--··· ·-·-··········· -t-""~•···· 36.4 0. 12 . '" ·----·--.. -·· .. • .. 2" -2 -1 12" SUB TOTAL -----1·_9[) ttASSiJ'is PI/CiPIPEi!1RE$$(,lj:jEMAiNLff.l$ :r ··•··•·•••·•··•····•••·· r· 1.90 PIPE SIZE LENGTH c:A\1 PSI LOSS t---.---.----+------l~-+-----+---+-----+-------! 1-1/4" 1-1/2" 2" 2·1/2" 220' ,.··~~-·-·--·-··--"·' ... -~·.·~·"··-··-·-.. 3" 2040' -~~. '•••• •--•••• -•-•• • •'• ., •• • •.N~ • .S •••• 4" f-----+-----+------.------------·-··-·---··-· . -----·"·-' -·---·-··-----i SUBTOTAL 7.21 7.21 36 .4 ·-"3'-C. 7'--4~--+--------+--~- 36.4 3.47 ........ _ ·--r·~··· ~--~-- TOTAL PRESSURE LOSS: 49 .69 [ AVAILABLE PRESSURE /PSI): 75.00 AVAILABLE RESIDUAL PRESSUFi'E: •••• ~ PRESSURE ADEQUATE DATE• , 11/4/98 I 1 JOB NUMBER: I 97-016 I I JOB TITLE: ! RANCHO CARRILLO VILLAGE 'Q' PHASE 1 HYDRAULIC CALCULATION : I METER NO. I PRIVATE I SYSTEM: f--L-o_t_2_9_4--t I PREPARED BY KEVIN YAMAMOTO HGL: 700 PRE.SSUREf-_1_0_4"-----1 GPM: 9.2 STANDARD SYSTEM LOSSES WATER METER MANUAL VALVE: i ATMOSPHERIC VACUUM BREAKER: IRRIGATION SPRINKLER HEAD (OPERATING PRESSURE): MASTER VALVE:. ' i CHECK VALVE(INSIDE SPRINKLER BODY): ' PRESSURE REGULATOR: ; I BALL VALVE i PIPE FITTING (ALLOWANCE): HYDRAULIC GRADE CHANGE HGL. OF STREET MAIN ELEVATION:! ELEV. OF IRRIG. HEAD @ HIGHEST POINT:: ELEVATION DIFFERENCE: j CLASS 200 PVC PIPE NON-PRESSURE PIPE SIZE I_ENGTH Gll/1 314" 100 92 1 .. 1-1/4" 1-112" 2" 2-1/2" SUBTOTAL SCH. 40 PVC PIPE· PRESSURE MAINLINE PIPE SIZE LENGTH GPM 1 " 1 -1 /2" ' 2" 2-112" 3" 4" I 105 9.2 459.4 498 38.6 PSI LOSS 4 31 4.31 PSILOSS i 2.52 2.52 SIZE PSI LOSS 3/4" 3/ 4" 3/ 4" 1 " 1 .. !:LEV. D!FF. X.433 1.60 0.80 0.50 30.00 5.00 3.00 1.00 5.00 16.71 4.31 ISUB TOTAL TOTAL PRESSURE LOSS: 2.52 70.44 • AVAILABLE PRESSURE /PSl),f--'-10,_4'--'_-=-0-"-0--t AVAILABLE RESIDUAL PRESSURE: 33.56 i I f--P_R_ESSU--R-E-----< I I ADEQUATE CONTROLLER "UC" DATE: 6/12/98 I I PREPARED BY: ---_ _j_ ___ -----····------1 MARVIN H. TANIGUCHI JOB NUMBER: ___ 98-016 __ _l_ ·····--···· _______ _ JOB TITLE: RANCHO CARRILLO VILLAGE E,F,K, & P I HGL: 700 HYDRAULic CALCULATION . . .---1 · ...... .. -P~E'ssLiFiE (Psii: ,. . -METE:_f!_~o:~J:Ji:n~~ SYSTEM,--r ucs I ~ --GPM: -+---•-1..cecc:cc.a_• --t $1'ANQAi=iP:svs¥EMLbSSESii i H . · > SIZE ii p$1f6$$ 1 WATER METER: 1-1/2" 8.50 ' . ----+------+---=-:,-c---===-~+---~--t--~=---j BACKFLOW PREVENTER: 1 -1 /2" 8 _ 8 0 REMOTE CONTROL VALVE: IRRIGATION SPRINKLER HEAD (OPERATING PRESSURE):, MASTER VALVtc: GLOBE VALVe: CHECK VALVE: I BALL VALVE: f--·-·---. -·--··-....... ··--+--- PIPE FITTING (ALLOWANCE): ••:•,•<••••• • ••:• •••• •••• ••': ••:•. •w•• .A ....... w .. ww w.,, ... ••••••••"•.,.,•••••• , . .__. .... ,.,......... . .. ••••••••••••••••••• •••••••••••••••• ... , .... , .... ,., ... ,.,... ... . HYDRAULICFGRADECHANGEJ:C ··. •:r .· ···.·.· ... ·••··• HGL.OFSTREETMAIN ELEVATION:i 406.8 ----ELEV-:0-F IRRIG_ HEAD@-HIGHEST POINT/--5 0 8 ----I ELEVATIONDIFFERENCE:i 101 2 C[As$.2t16'py/)p1ptt&or,J:p/;/i;.s$Li.REf ·····/:.••····•·? • .•.. ·.·•••··••···•·•·•·•·•···•·•·•·•· 1 ,. 2.00 2" 4 .. 30.00 1.00 0.00 3.00 1.00 5.00 PIPE SIZE LENGTH GPM PSI LOSS r-----::--;--c-,:----j---,--;:-::-;----j---=--=---+---.c-cc-.----+------t-·-------3 / 4" 100' 7.8 2.85 ·--··-·-·-··-·· -·---... -··--·· ···--+-35' 9.0 1 .. 0.37 c---215' 16 8 ---1-1/4" .. -. ····-2.40 1 -1 /2" _,, ....... ·.-·~~-··-+------+------f-----+------+ ------, 2" ... __! 5.62 ·-··-·-·····--····· PIPE SIZE LENGTH GPM PSI LOSS 2" 80' 16.8 0.19 2-112" 3" 4" 1540' 16 .8 -- 0.15 -·-+-···---.. ·· . .... ' ·--··-" SUB TOTAL 0.34 0.34 TOTAL PRESSURE LOSS: 101 08 AVAILABLE PRESSURE /PSI}: 110.00 ---·---. ---... ------A-.-Vc':A-.-ILA--.-::B-.-L::.-E-:-:-R:-ES-:-1-DUAL PRESSURE: I•·• <8,.92(•< PRESSURE ADEQUATE ' -. E.,,_,, '""1-"i'i Landscape Architecture • Planning La Jolla Centre II 9255 Town~ Centre Drive, Suite 340 San Diego. CA 92121-3002 619S50-1575 • fax550-1580 DAT[ INJTIAL DIGO,IUR or WORK REVISION DESCRIPTION CONTROLLER 293A WATER METER: 1 .. --· ··-··--··-·---~ .. --------··-.. ··· --··-·· ·- BACKFLOW PREVENTER: 1 " --------------~~, ------- ~----____ .--c==c::-:=c-.-::-:':R:"Ec::M-::0::-T:='E:-'Cc'O'--N':-T-':R"'O"'Lc:'V':-A'-=LV=E=:t---'-1" __ 1Rf11GATION SPRIN'<LEf1_f-_l_EAD (OPERATING PRESSURE): MASTER VALVE: 1 .. 0 60 8.80 1 .50 .................... __ _ 30.00 ··=•·'·'.. ····--1 .00 ·-·-............ . t---.. ·····----t-·--·······---,········---· GLOBE VALVE: 0.00 . ······---------+----CHECK VALVE: 3.00 - --_ --.. ·---·-----==-=-==c"-'B"-A,:.:L:=L,.,VC:.AC.:L:CVC::E"j: f----=2_"_ ----1. 0 0 HvbfiAiiUc•qri.i\oeci-i)i.fidi'i<~ 10G•·f1:Il.~.~./~lt~~ANR~1'•,·1~----+--- 5 -· 0 - 0 - .... ·---------+ HGL. OF ::;,:REET_r.AAIN ELEVATl,O0-'-Nc.,: __ 4'--'5'--'5'-----t------+- ELEV. OF IRRIG. HEAD@ HIGHEST POINT: 4 94 ] ~LEVATION DIF ~=.-FE=R=E=NccC,-.E=-,+---3~9.---+-f-ce_v_o_,F_F .-x-.,33--+--.-1e=-.139 · ·· ctAss 266 i>voe,PE NON'PREssur:it•: · , >:+;•,H <>t PIPE SIZE LENGTH GfM PSI LOSS 3/4" 125' 9.2 4.46 1 " r-• ... -··-··-···· 1·1/4" --.-----+------,--··-·---·-·· .... ~-, 1 1 /2" 2" J--;;--=-c-.:-:---t-----+------+----+-···"·"~-... ---2-112" ----+------t 4 .46 4,46 SUB TOTAL ct11ss :i, 5 evcl:i1Fittl:i REssuREMAINL1Ne ·•~••:::•••'·''-------t---1 PIPE SIZic LENGTH ___ ..... ---··"-" . GfM PSI LOSS ----+-~~~---------. ,.•~-~-1-1/4" ········--·· "····-·--"·--·-·--· ····-······' 1 -112" r----;--;.------j---.---;--:-;----t-----·-·------·--·--+-----------------1 2" 100' 9.2 0.10 2-1/2" ----•---···----! J---=--:::':''---+----+--------'·· _, ... ,._ 3" r-----,-------------+---·---.. ~. 4" ----j-------==c---+------+--...... , ..... -·~ , .. SUBTOTAL 0.10 0.10 ·---, TOTAL PRESSURE LOSS: 72,35 AVAILABLE PRESSURE (PSI): 80 00 J-----+-... -.--.... -_ .-... -.. ----j-----A:--.-V-:"A-.-ILA'--':-':8:-;'L-==E-=RESIDUAL PRESSUR_§~ FRESSURE .____ ADEQUATE APPROVED FOR PLAt\TING "AS BUil T" AND IRRIGATION ONL '{, INCLUDING PRECISE RCE EXP. LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR 98-016 DATE OATE I ~ CITY B OF CARLSBAD SHEETS i +o i i PLANNING DEPARTMENT PRESSURE CALCULATIONS FOR. I ' I RANCHO CARRILLO VILLAGES 'E, F, K, & P' APPROVED, ~d.JL 3-t~f:i ASSISTANT f'lANNING DIRECTOR DATE DWN BY: PROJECT NC. DRAWING NO. DAT[ IWITIAL DAT[ INITIAL CHKD BY: C.T. 97-03 366-9L an APPROVAL RVWD BY: ornrn .\PPROVAL C.M.W.O. JOB NO 98-51 Q \ . • LOT 253 / / • I I ---·---,,,,_ I I \ I I I \ I \ I \ I \ I ,, l,,Al.n/ N \ ' + 12 IL1Al- e,_,, IB''OC, 7 5 qAG /<q"'-1- I 6,Al,, IC,,[,.,, e~t;1'' 12.,bc 28 5 ,:;AG • ftto "'TJ?,N, 1Sl!N' t::, Bo (AL., T ' L \ 6JA7-, 15~N YI;(,,' ctsc, f'-.A -------~ ---------------~-~--------------------------===--------------PASE O GANADERO 0 Land!leape A.~r;,hitecture • PlRnning La Jolie. Centre II 1120C: To'Wne Ce;r;i.tre Dr-1ve, Sulte :;i,._o San l)jego, CA 92121-300t 61'Ui60.t575 • Faz ~50.1590 LOT 241 NOTE: ALL AREAS LESS STEEP THAN 3:1 SHALL HAVE A 3 INCH LAYER OF BARK MULCH. THIS INCLUDES THE RIGHT-OF-WAY AREA ADJACENT TO THE TOP/TOE OF SLOPES. 98-016 10 20 I 40 I I/ As Bu I LT II GRAPHIC SCALE IN FEET IC SHl'l:T SIZE IS LESS THAN 24" X 36" IT IS A REJUCED PRINT. SCALE: ACCORDINGLY APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS DATE RLA----EXP. ___ _ REVIEWED BY: lNSPECTOR DATE I----+--+-----~--~---+---+-----+----+--~ ~ CIT y OF CARLSBAD I S40HEETS I L....::.2_J PLANNING DEPARTMENT =====~===========:::::::::::=====::::..':===:: 1----+------l-----------------l----1-------+---l-----1 PLANTING PLANS FOR: l-----+------,1-----------------·--+----+--, ----+--------l t---+------l~------------·-------+-,-,_--+--+-----+-----' RANCHO VILLAGES CARRILLO 'E F K&P' ' ' t---+---t------------,,---l--l----+---1-----1 ;:::======:::;;~;:=============:: A-PP_R_□v_rn___(,/L.,,,r.?-"~~:Y.~-=----~--3 -15-9f" ASSJSTANT PLANNJNG DIRECTOR DATE l-----+------l----------,,----·---+----1----1------l--------l f---::--c=:--+:-:-c:c----l-------------------l---+-------i---+---~ OWN BY: DATE INITIAL , _DA_TE~_IN_I_TI_AL-+-_DA_TE___,_IN_I_TI_AL--1 CHKD BY·.--~ REVfSION DESCRIPTION ,-ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. C.T. 97-03 DRAWING NO, 366-9L @ • Pyf.., {AL, 'CfJA' t- Ot,.j.15Dr..' (AL-1 1fi- Ht 1 :'.)1,-j N , !',oJ. IQ.f(I f J,,,ANT 11'.; 2--4-tq,<._ ;;/' '-< ....,_ 5 qAL, ~ ;J (;,AL- 8 J c~AL 1 .,,_ C _,)> 1/:. _ , , 6-AL-_-e '--1 L /8'' CC. I 4A(. & lo"O.C. ' 0 LOT 292 l.,A\,y'N ' 10 20 . ' ... --__ ,, -. ··-----·· -----.. GRAPHIC SCALE IN FEET Ir SHEET SIZE :s LESS THAN 24"' X 36" IT IS A. HEDUCED PRINT SCALE ACCORDINGL y -· ..... . ---~- -· -·~· DATE INITIAL 1/ l + it" WY- 0 2-8 I 9t-,_1~ if::_ 1 '0 C CA ~ A'--, 1& c' l=====l f\,AT'.j GA7-I 5'JN ye;.1,,' t-------l e [L"c)_ 5 f}t, Te . I ,'iLIN I ~ -----------~~~6 -----, q l'-.L- 40 . .. ·-· ··- .,., .... ~~~ .. ~- rn~~--• 16/-\1, 62 I<',, r , ( ..' l_ .I_L.,.,--, NOTE: ALL AREAS LESS STEEP THAN 3:1 SHALL HAVE A 3 INCH LAYER OF BARK MULCH. THIS INCLUDES THE RIGHT-OF-WAY AREA ADJACENT TO THE TOP/TOE OF SLOPES. 11 AS BLJILT 11 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE RLA EXP. LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR I s~~~~ I CITY OF CARLSBAD PLANNING DEPARTMENT ·-···· . PLANTING PLANS FOR; ·-RANCHO CARRILLO . 98-016 DATE DATE ~ 0 ,. ~~-"--~--~ VILLAGES 'E,F,K&P' --- APPROVED~~ --s-1f-rz -··--·~ ASSISTAN PL~NNING DIRECTOR DATE DATE INITIAL DATE INITIAL DWN BY: PRCJECT NO. DRAWING NO. REVISIOI'. DESCRJP,JON ENG I NEER OF ~ORK ---CHKD BY: OTHER APPROVAL RVWD BY: C.T. 97-03 366-9L C !TY APPROVAL -C £:UC-· flC-· ----~----' =~.=--····-~ ·-·-·-··-- ·, , ·:":::_·~::·.·.~~~ .. ~:~: ... ~ .... :-:~~=~:;~~:-~-~-~-:·:i:~-~'.:'.:r ??•~::?_~_::~::-::~~-"·'.~\~;;~ .. -... ,...,,,,, . ...,, .. , ..... ._,.,. i :73 / I i/4 40 zo 0 -- GRAPHIC SCALE 11= 40' 1 R,O.S. 9J j? -,~,-----.--~-,_,. .... , .. .........,._,.,,., . •· .. ---···'···-••""''',,,,,,...,,.... ......... ---~------,. .... ~,, .... ==="·'/="· ... -••·--" ,_____,_.,..,.. "';"~''""'~m•••••••• 621~,-~-·· ····;;;;;;··· \-1 I .:L .... .,.-t"'' ""'"' .. /~==J • ,,_.. ~m" m,=•••.,•J,-""'""' ! .. ,,, ! ~ ~ \ ' ',"'.;1.,6.-, I TITLE: DATE RE VIE 'I/ED BY: CARRILLO _\,-.. -·---··-··-···· .... ... .-.. ;, ... -... ,· . ·:·.=:: ... -.. , .. -.... •-f"·•-""'-· ..... ::::;::=c:"'".-.i-r-····------"' .... :=::.=, .......... ,_ ...... ..L ..... -···---·, ... .=cc:='•-+"'_ .... _ .... -\ ~. fie/ .,.;;;,,,.::··· ROAD "· _, __ .......;;-.,.~.,,_ .,, .............. ~:.,,,.....,., ·•. ···, .. _ ,, -~·•·••-""'_,..;A,,,_._,,.,,~·····~·-··~-----·····=··'' .. ·•., .. _.... ............. ~--~···"-----~····-'=·····~·····-····· ·--·~·--••=••:=.. ...::·"-:::.c;;;,::=••c<•·=•='"=•·~.. .. ....... ,,,_-_ ..... -... ·•'--.. ,~-.... · m~•••••~ .. •••-••"..,..... ,, • N"'"""~_,,,,,,,-=••m,....-• ,, •-•-••~••••~-T~~••~•-""' =:==::~\--,~-·:~•""-\f·••9'·~:•:.... ... :._:_.·':_.::::....:::~·--::.. .• :.·::.. ~~~ i1p+:;;i,,IMl"'"1 ' . 40 20 0 40 80 120 ---- GRAPHIC SCALE I'= 40' . ' ---4--. ~==tru=~=' ~=~~.114---, -··•-..... 1--••LL_ . .. ··. I ✓ ""1,-i:a,,---·· ::~:~~==~~==--~= 'fii_=-'·-~"";,-,--,. i I . -· -·:·· .. ,~_::.._ -=•=~·,~. ~",..;!~, ... ~ ----·-····•-.,,________ ~--~--~--=----__ ::_ ~-.... ,~.;-,}:~ -~~~:. 305 r 0"1'1> I l,N=···=···=···'- TITLE: REVIEWED BY: ........................... >_-~ ...... :.•····•., ..... , .............. :·.• ..... •i. / ... I , ..... ······ --· , .... , ............ ···•··•··· 98·016 "AS BUil T" DATE DRAWING NO. 366-9L • \~,:_ .... ~ .. ,• i IJ' / / i / .. I .' .. y:.... ... .. . ,. .' '· --~ '-\>,' '·':,~ '-. /, •, ,, ' '' ' ', " "'"'--~ . "'" '"' ,, ' 40 20 0 40 IO l20 ----- GRAPHIC SCALE I'" "10' DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL '. FIC... TITLE: REVIEWED BY: INSPECTOR "AS I ! ' BUil T" CITY OF CARLSBAD PLANNING DEPARTMENT PLANTING PLANS FOR: 98•016 DATE DATE APPROVED:7~r, fL 3-/f-ff ASSISTANT i"'Li\NNING DIRECTOR EXP.12/31/01 DATE DWN BY: ___ PROJECT NO. DRAWING NO, CHKD BY, --C T 97 Q'> 366-9-L RVWD BY: • • . -,;r • --- .. -(MLi(;.'.f.:1) , .. ············•"''" ..... ,. .. , , ... ,,;;'. 1 ""'~;,r,--:---,'"'-~~: jq __ '.I 0 _,..__,... b--"'-------"-......,, __ "'G~::-:---_~_ ·----, "'"1_:=-.,:--:_0fA,-.-_:-t..,--__ - ,·,,, ''•''>' '·'* 20 0 40 80 l20 ----- GRAPHIC SCALE I'= 40' / /' /./' f,.! j ; I j ,' '---,,,,-'FIRE SUPPRE!3St6N ZONE 1 --.FIRE Sl,JPPRESSION :ZONE 2 ,- '-----FtRE SUPPRESSION ZONE 3 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION . -· ' . . ' ' ' . ' . . . ' ' ' ' ' . --. ' . ' -,_ -.. , __ '·,,. -,_ -, __ DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL ' ! I ; I ,1 / I ! 0 I / -- t"' ~1.,;, «, ~---a.1··~ ·••, .. ·•-, .. ,' '"• ·-.... N-OTE, 'ALL.,AREAS LESS STEEP THAN ,_ --3:l SHALL HA\IE A__ 3 INCH ---, LAYEi'( OF BARK MULCil ·· THIS INCLUDES _ THE BIGHT,OF-WAY AREA ADJACENT TO THE .. TOP/TOE OF SLOPES. ··-.. , .. , -.. ' E N '··' 1i:.· .... ~~- 98-016 "AS BUil T" REVIEWED BY: INSPECTOR DATE CITY Of C.4,.RLSIBAD PLANNING DEPARTMENT PLANTING PLANS FOR: RANCHO CARRILLO VILLAGES 'E , F , K , & P' APPROVED: DWN BY: ___ PROJECT NO. DRAWING NO. ~~~ii~=,--C.T. 97-03 366-9L / 98 016 --...... , .. ,, .... , .... ,, I) -' ...... ... ... ... .. --............... ···················••--~ .... .. ......... .., ... . ........ ,.,. s· ,na :;e ---. ' ... , .. ,._ ·--. . .-"AS BUil T" .... ,. ·--· ,., .......... J. -. .. -¥ (\ i -J, ·, . .. ······. ---. ... -···········"" ', 'I .,.,.,. ... ••, ······· ---.... ,--' _,,.,. . .. ·•··· ... , "'-••· ..... '.' ' ······· , ....... ,.--... , .. , .... ,_ -· -· 0 aJl! A,-... r I -'" ... ... , ... ...... . .. '"'· .. , .. ·••'"''"····· ... . ,,,, ....... ,••· --· .. -· • ............ ' .............. , ........ ,.,., ........ ,. -.. ·-.. ,. ... '··-"-......... ,, ... , . ... .. , ,. '--···•·· ... .. -•• •••••••••n,. .... ""••••••• '•• .. . .. . ••,._ ···-····•"'''"''' ,--u •.• , •.••. ---· ..... , :.::··::·::·.::·:· -· "~\\~~ ... -... -..... -·· ,· ...... ,, __ .... ... ... ··---.. ••, , .. , .. . . 'llF ............. ,, ....... ... , .. .. .,.,., . .. , . .... ,., ·-'"•·. '' ,., .. __ ·-., ... ""'·· .--,-- ---•-•-A··· TITLE: DATE 0,·;;.<_:··:······ .. , .. ..... ,. . ··-'• .. ..... ---·· -· ---. lf'fp-?-?l·'l'j ... , .. .... , ... , ... . -· ·~'-% '·""·'· ,.,_ . ,., ---------... -... _,.,, .. ... --· . , .. •--.. , ... ,_ . ....... _' ...... ,. . " ·----·-.. ..... , .. -· Landscape Architecture •.Planning. ... '"·· .. ,, _,.,. r -· __ ,., .. ·--... ,., .•. -· -·· •' .. / La Jolla Centre II . ,., .... , .. ......... ., ..... •• , .. .-• . ......... . . . 9255Towne Centre Odve, Suite 340 ., -···· REVIEWED BY: ·· APPROVED FOR PLA1~, ,,:;~--...... , ......... .... · San Diego;CA •--.,. .. \. .-l 92121-3002 .-.. , . . '·· •, ' • ..... A.NDIRRIGA11ON QNL Y, .. ·n•••• ... , ... 619 5.50'1575 • Fax SSOcl.580 " .-.- ., . INCLUDING PRECiSE INSPECTOR DATE 4,,,-'!., -·· ft ~· ... """ ,u-r ~--•5 I'?• J:Z , i LOCA TIONOF PLANTING u 'r /_yo, ~ I s10s I / •, .Ba!!:. s-~·"'"' .. I CITY OIP C.~RLSBAD I AREAS. . PLANNING DEPARTMENT PLANTING PLANS FOR: RANCHO CARRILLO VILLAGES 'E ' F ' K ' & P' «> 20 «> 0 1%0 APPROVED:'7f;P& EXP.12/31/01 3 -1£/f_f . /'/ / -L ASSISTANT PLANNING DIRECTOR ----- GRAPHIC SCALE I'" 40' DWN BY: PROJECT NO. DRAWING NO, DATE INITIAL DATE INITIAL DATE INITIAL REVISION DESCRIPTION CHKD BY: C.T. 97-03 366-9L ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: ,, \ \ \ '-. ............. . ' \ ..... , \ -..... -... -.... ,,. -, \ , . .db. ·•--,, T,? ... . . .... <J,.:?.;-· .... ····· .. _,~~, fl&;i, --_ :,zi; --••·•----• ----~Op!..- . . ' , ........ , .. ,. . / . . ,. -······•······•-/' ···················"r·<: ' . ' . ,:,-:?.\":'. ' ,, -~\~-; "/Jv . • 40 20 .. ~·-· _.,...,_ .,·· ,.,,..,";,,_;;. "--···~ re / TITLE: DATE REVIEWED BY: INSPECTOR DATE 0 40 80 120 --- GRAPHIC SCALE I'= 40' EXP.I2/3I/0I DATE 1-----+---+----------------+-------<t----+---+------< OWN BY: ___ 1 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: __ _ REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ENGINEER OF WORK PROJECT NO. C.T. 97-03 DRAWING NO. 366-9L I \ \ ' \ I : f' I ;·~1 ( '' ' 1 I I '• \ \ ' I ' / ) / / ' ./ ' (!:,O· >W:!·Slr,·o:·~• 0-H<0=--;;;, r •· .. 1,:.,:1, :1,.,,, : l\.} : G) : ~; NOTE: . . ALL AREAS LESS STEEP THAN 3:1 SHALL HAVE A 3 INCH LAYER OF BARK MULCH. THIS INCLUDES THE RIGHT-OF-WAY AREA ADJACENT TO THE TOP/TOE OF SLOPES. <·;1 ·1:;,\ ·-·~.--1Ctiiii i\~1; ;\,I i1.i11., 40 20 0 80 ---- GRAPHIC SCALE I'= 40' i/1/ __ · --... V \ !V-f. -· ,··· .-· ,,·' 98-016 ,..,.-·· "AS BUil T" " .... ,,., '-••· ...................... . . •-' '"• ' .... -, .... .. , ... , ....... , ... , ...... ''''" ......... -.... '•••,,•• .. ,•· .... ----------...... , ... , .. , ···················"···············--··· .,, ...... , .... , ... , . __ ,, •'' .. APPRO~FOR PLANT~G ..... , .... ... , .. , ·••-----, .. , .. ,,_ ..... --, ... ,._ ·-AND IRRIGATION ONLY; · t---··"····· .. · -. . .. . . .. •, .. , --··· .. , .... ., TITLE: DATE .-.. L~~t6ANINR0E_-~Ap"""'P5_·.~=-ANT""' .. """ 15 IN=E~ 1-:-i.-:-.1,-:::;:;--r~--;~ '~ ~~-z;~,.:-_ .-. , · " · ,:,_,z!'I'} 18 '-I ~f~I ;:C:;:;:I;:T;;;Y~=O=F=C=A=R=L=S=B=A=D==~l==-~I ····················· ·· r=-PLANNING DEPARTMENT .------..L..---___:~=..::::.:.__ ___ -l----+--+----------------t---1---+-----t------i PLANTING PLANS FOR: ·-·-INSPECTOR DATE RANCHO CARRILLO VILLAGES 'E , F , K , & P' . " DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY,--- RVWD BY: PROJECT NO. C.T. 97-03 DRAWING NO. 366-9L 0 I "' 4 TREE TIES (MIN) ,--~TWO AT TOP OF-S.~T~AK~E"'S OTHERS WHERE NEEDED TO SUPPORT TREE TREE STAKES SET OUTS ID( OF ROOTBl>LL 4" PERF PVC DRAIN PIPE TO BOTTOM OF ROOTBl>LL W/4" PVC DRAIN CAP/GRATE (BL AC Kl 6" MIN. BASIN ,---------~- FINISH GRADE r------------- FERTILIZER TABLE TS PREPARED BAC_!Sf!LL MIX 0 I 4 TREE TIES <MINl TWO AT TOP OF ST AJ<{S OTHERS WHERE NEEDED TO SUPPORT TREE TREE ST AJ<ES SET OUTSIDE OF ROOTBALL 4" PERF. PVC DRAIN PIPE TO BOTTOM OF ROOTB~A~L.L- W/ 4" PVC DRAIN CAP/GRATE CBLACKl 6" MIN BASIN ~-- FINISH GRADE r--- _________ f'Al M TREE 4" PERF _ PVC DRAIN PIPE TO BOTTOM OF ROOTB..-:U- W/ 4" PVC DRAIN CAP/GRATE (BLACK) ___ 6" MIN .. .BAS.ltl. FINISH __ GRADE SYMBOL 0 IBO 00 e 8 GJ o0 cJ 0 00 El.JC. FIC_ EUC. LEU. JAG. ACU KOF BIP. MEL. QUI. PHO CAN PIN. CAN PLA. ACE 'BLO.' f'LA. RAC POD GRA. PYR CAL. 'CHA' PLANT LEGEND !JOJ_ll['j!C,",L UAM!; COMMON tlAMI; !:ilil:E BEM,",Bt<;S DETA1.L EUCALYPTUS FICIFOLIA RED-FLOWERING GUM '56t/15 GAL. HT. 9' MIN X SP. 3' MIN. A/8 24" BOX HT. 10' MIN X SP. 4' MIN. A/8 EUCALYPTUS LEUCOXYLON WHITE IRONBARK 15 GAL. HT. 9' MIN. X SP 3' MIN. a JACARANDA ACUTIFOLIA JACARANDA 36" BOX HT. 14' MIN X SP. 7' MIN. {MULTI.) A/8 KOELREUTERIA BIPINNATA CHINESE FLAME TREE 24" BOX HT. 10' MIN. X SP. 4' MIN. B MELALEUCA OUINOUENERVIA CAJEPUT TREE HT. a• MIN. X SP. J' MIN A PHOENIX CANARIENSIS CANARY ISLAND PALM 12 B.T.H. C PJNUS CANARIENSIS CANARY ISLAND PINE '!,6,/15 GAL. HT. 6' MIN. X SP 3' MIN. A/B 24" BOX HT. 10' MIN. X SP. 5' MIN. A/8 PLATANUS ACERIFOLIA 'BLOODGOOD' LONDON PLANE TREE 24" BOX HT. 12' MIN X SP. 5' MIN. B PLATNUS RACEMOSA CALIFORNIA SYCAMORE 15 GAL HT. 9' MIN. X SP. 3' MIN A PODOCARPUS GAACJLIOR FERN PINE 24• BOX HT. 10' MIN X SP. 4' MIN. B PYRUS CAl l EAYANA EVERGREEN PEAR DEPTH OF ROOT BALL I ............. __ -......~--,~ ROOTBALL ·SET ____ 1" .. __ ABOVE FINISH GRADE SLOPE 1"/FT.~ DEPTH OF ROOTBALL DEPTH OF ROOTBAJLL ro 11 ~~~f::t:, 3--111=1 I =ilTTI 1-='--iTTI 11 111 · 1n 111 111-111:::- -i➔~-PLASTER SAND -PUDDLE & 11.__ SETTLE PRIOR TO SETTING TREE 0 24" BOX HT 11' MIN. X SP. 4' MIN. B 'CHANTICLEER' 00 QUE. AGR. OUERCUS ARGIFOLIA COAST LIVE OAK i,t',r./15 GAL. HT 8' MIN. X SP. 3' MIN. A 24" BOX HT. 10• MIN X SP. 4' MIN. A 00 -.......__ 2X ROOTBALL: -....-......__, ___ ,_ 4" PERF. PVC DRAIN PIPE W/4" PVC DRAIN •• CAP/GRATE (BLACK) RIGID PVC DRAIN PIPE 4" PVC CAP/GRATE IN 12"x12" '----a:P""o':c:s"'1Tc':IVCOECCL'-:cY;=;c;D-;;R~Al;-;-N,--;-&--'------------i-½~s ,,--PE A GRAVEL FILL ED SUMP. DAYLIGHT AT SLOPE ONTO WRAP W!SOIL SEPARATOR TO ½ CU. FT. GRAVEL COVER & FASTEN TO HOLD LINE OF 2 :1 ~_LQPE A TREE PLANTING STAKING ON SLOPE NO SCAJLE 5'-0" LENGTH WHITE SURGICAL TUBING OVER GUY WIRE <TYP.) DEPTH OF ROOT BALL ' 0 I 0 . ,z "' ;:;; 2X ROOTBAJLL SPECIMEN ____ TREE PLASTIC HOSE TIE GUY WIRE REQUIRED TO SUPPORT TREE- (3-REQUIRED) 4" PERF. PVC DRAIN PIP_E _ TO BOTTOM OF ROOTBALL W/4" PVC DRAIN CAP/GRATE CBLACK) 6" MIN. BASl/i __ _ FINISH GRADE ,---- DEADMAN (TYP.) 4"x4"x18" RWO. --~FER-:-ILIZER TABLE TS =----~ PREPARED BACKFJLL MIX -~L= SE_T 1" ABOVE FINISH GRADE · SLOPE 1"/FT. ~£'ERF. PV~ DRAIN _EIPE WI 4 " PVC DRAIN CAP ;·"=ccc:RccAcccTcc-E <BLACK) .¾" PEA GRAVEL __ SUMP ®1-T_R_E_E_P_L_A_N_T_I N_G_&_G_U_Y_IN_G ____ _ NO SCALE PLANTING DISTANCE SCHEDULE FEET ON CENTER ROW DISTANCE SET BACK 'A' '8' 'C' ~ 7" -y 1•-011 101/i' 11 'I 1'-3" 11" 1'-0" 1'-6" 1'-4" 1'~0" 2·~011 11~9 11 1'-6" 3'-0" 2 L -611 2'-6" 6'-0" 5'-2" 5'-611 8'-0" 6'-1111 71_611 10'-0" 8'-8" 9'-6" 12'-0" 1D'-5" 11'-6" 20'-0" 17-4" 19'-6" - 0 ' -.,. @1-~_ 0 R_sE_c;-E_P __ L_AN_T_IN_G_& __ S_T_A_K_IN_G __ _ DEPTH OF ROOTBALL 111 SHRUB ,/ SLOPE 1"/FT. / ,------, ~---- 3" MIN BASIN FINISH GRADE BACKFILL MIX FERTILIZER TABLE TS ROOTBALL-SET CROWN --cc,,-,-, ABOVE FINISH GRADE° 0 I -= 11~·t+1 :::-t"-----SCARIFY SIDES " BO!TOM 111 __ ffi'-----____________ 2LOPE 1"/FT, 1 1 ----------------~ 4" PERF. P'{C DRAIN PIP_E_ -W/4" PVC DRAIN CAP/GRATE <BLACKl 2X ROOT BALL ~-----3/4" PEA GRAVEL SUMP CI---------© PALM TREE PLANTING NO SCALE DEPTH OF ROOT8AJLL SHRUB SLOPE 1"/FT. 3" MIN BASIN FINISH GRADE 1 I -il '\c,---,-.--,'~!;;:-"v-,--ff'f ;,,..,-:-__ l"I 1=;~1E 1 PARED BACKFILL MIX ::I I 1---_ -IH::---· FERTILIZER -TABLETS tmL'-'--=-'---'J-'fr~1+1i.:. ~~~[ ,,,, /,,., /,,, 2X ROOTBAl.b __ ROOTBAJLL-SET CROWN ----;-c1,,-' -;--;ABOVE FINISH GRADE SLOPE 1"/FT. '"---__ LINE OF 2,1 SLOPE E t--------© SHRUB PLANTING NO SCALE ® SHRUB PLANTING ON SLOPE F -------NO SCALE --------';'SPREAD ON W&L OFl £ENCL AND SECURE W /PLASTIC TAPE OR WIRE SLOPE 1" /FT. ,----- 3" MIN BASIN ,-------- FIN IS H GRADE COVER CROP MIX BOTANICAL NAME ALYSSUM ALYSSUM 'J-<,,;i;",,l 1A CHRYSOTOMA PHACELIA CAMPANULARIA COMMON NAME 'CARPET OF SNOW' 'ROYAL CARPET' DWARF GOLOFIELOS CALIFORNIA BLUEBELLS TOTAL POUNDS PER ACRE THE FOLLOWING MATERIALS SHALL BE IN THE MIXES: MULCH -CONWEB FIBER BINDER -TERRA TAC #3 FERTILIZER -16-20-0 2,200 LBS/ACRE 150 LBS/ACRE 400 LBS/ACRE RATE LBS/ACRE 3 3 0,5 0.5 1. 0 MIN, 1 PURE/GERM 98/80 98/80 50/60 98/75 ~ PLANTING GRID -t----t"t;-:=~~•1 11 I 111 =-• DEPTH OF --i-t 1-__ !'.flE!:_ARED BACKF_)L_L MIX NOTES: ... -- SCH. MOL . "\_CHINUS MOLLE CALIFORNIA PEPPER /15GAL. HT 8' MIN. X SP. 3' MIN. (MULTI.) A/B ~ .... 24" BOX HT. 11' MIN. X SP 5' MIN (MULTI.) A/8 SHRUB~ e ABE. GRA. ABEi.iA GRANDI FLORA ABELIA 1 GAL. FULL, BUSHY, F GOOD COLOR 0 CEA. GRI. 'S. A' CEANOTHUS GRISEUS WILD LILIC 1 GAi.. FULL. BUSHY, F 'SANTA ANA' GOOD COLOR @ CEA.'$_ 8.' CEANOTHUS 'SIERRA BLUE' WILD LILIC 1 GAL FULL, BUSHY, F GOOD COLOR EB ESC. FRA ESCALLONIA FAADESII NCN SGAI .. FULL, BUSHY, E GOOD COLOR § FAE. 'K.T.' FREMONTODENDRON COMMON FLANNEL BUSH 1 GAL. FULL, BUSHY. F 'KEN TAYI.OA' GOOD COLOR DII] HFM. HYB. HEMEAOCALLIS HYBRID DAYllLLY 1 GAL @ 18" O.C. E ® >1E r. ARB .. HETEROMELES ARBUTIFOL IA TOYON 1 GAL. FULL, BUSHY, Elf GOOD COLOR ® LIM. PER l.lMONIUM PEREZII SEA LAVENDER 1 GAL. FULL, BUSHY E GOOD COLOR 1 GAi .. @ 18" o.c. G @ PHO TEN. 'SL N. PHORMIUM TENAX 'SUNDOWNER' NEW ZEALAND FLAX 5 GAL. FULL, BUSHY, E 'SUNDOWNER' GOOD COLOR © PHD_ FRA. PHOTINIA FflASERI NCN 5GAL FULL.BUSHY, E GOOD COLOR 0 PIT TOB 'VAR.' PITTOSPORUM TOBI RA 'VARI EGA TA' TOSIRA 'VARIE:GATA' 1 GAL FULL, BUSHY. E 5GAL GOOD COLOR E 0 AHA. IND. 'BAL' RHAPHIOLEPIS INDICA 'BALLERINA' !NOIA HAWTHORNE 1 GAi... FULL. BUSHY, E GOOD COLOR 0 AHA, IND. 'CL.A' RHAPHIOLEPIS INDICA 'CL.ARA' !NOIA HAWTHORNE: 1 GAL FULL. BUSHY, EIF 0 5 GAL GOOD COLOR E/F RIIA. IND. '$PR.' RHAPI IIOLEPIS INDICA INDIA HAWTHORNE 1 GAL FULL. BUSHY, E/F 'SPRINGTIME' GOOD COLOR ®EB STA. REG. STREL ITZIA REGINAE BIRD OF PAR.~DISE 1 GAL. FULL. BUSHY, EIF SGAL. GOOD COLOR E YINES 0 BOU 'SDR' BOUGAINVILLEA BOUGAINVILLEA 5 GAL. FULL. BUSHY, H 'SAN DIEGO RED' GOOD COLOR 0 BOU. 'OK' BOUGAINVILLEA BOUGAINVILLEA 5 GAL. FULL. BUSHY, H 'ORANGE KING' GOOD COLOR fil!OUNDCPYffil WM 8AG PIL 'TP.' BACCHARIS PILUI.AAIS 'TWIN PEAKS' COYOTE BRUSH FLATS PLANT @ 15" 0.C. G I ~ CAR MAC 'G. C.' CARISSA MACROCARPA GREEN CARPET 1 GAL. PLANT @ 4' O.C. G 'GREEN CARPET' GAL 'SUN. YEL.' GAZANIA 'SUNRISE YELLOW' SUNRISE YELLOW FLATS PLANT@ 12" O.C. G ~ GAZ SPL. GAZANIA SPJ.ENDENS CLUMPING GAZANIA FLATS PLANT @ 12" O.C. G 'MUL Tl-COLOR' ffll 111:!m PEL. PEl. PELARGONIUM PEL TATUM IVY G ERANJUM 4" POTS @ B"'O_C_ Cl ITO] GAZ SPL GAZANIA SPL.ENDENS CLUMPING GAZANIA FLATS PLANT@ 18" O.C. G 'MUl.Ti-COLOR' DEL ALB. DELOSPEAMUM ALBA WHITE ICE PLANT FLATS PLANT @ 18" 0.C. G LA..N. 1-"pl\i l~ f'l?--!TtVI P'J-J',·l '.7 LANc4\.A I "l'P4--FIJ>l-<rc 20' o. c.. Gj LAWtL NAME: RATE: MARATHON SOD 98-016 = o/L ,,;_,0')f ''AS BUILT" ... \ 1! dr711 * APPROVED FOR PLANTING J'/_)'-1,. □at, :--.. 41r r§;-¥ AND IRRIGATION ONLY, or 01. \'- INCLUDING PRE:CISE DATE ( 'f-~-~1-<;S RLA EXP. LOCATION OF PLANTING I\ Lc.ndac~pe Architecture • Planning REVIEWED BY: La Jllllo: Centre ll 9255 Towne Centro Drive, Suite 340 AREAS San Diego, CA 92121-3002 619.550.1576 • FoI 650.15B0 INSPECTOR DATE • • • • • • • • •-··§f: • • • • • • • • ROOTBALL_ _ _ · 1 Fl::FlTILIZER TABLE TS_ 1. ALL TREES, UNLESS OTHERWISE NOTED. SHALL NOT CONFLICT WITH PUBLIC UTILITIES AND 4--b "14 CN4-. .. R\ krr> !::>firl',j...1 r+ I j Ft]p)i, It> l -n~D 8·1Z·'1 ..,, /.P-, SHEET CITY OF CARLSBAD ~ • • • • • • • • • ....... •, ~ •••••••• y • • • • • • • • •••••••• •--m ,- ®1-G_R_O_U_N_D_C_O_V_E_R_P_L_A_N_T_I N_G_ NO SCALE = I I ~--= 111 11 111 111 -11 1 2X ROOTBALL ROOTBAJLL-SET CROWN 1" ABOVE-FINISH GRADE ® VINE PLANTING H C--:N:70::-'.S::-C::-AL:-:--;:E.----------------- SHALL BE LOCATED A MINUMUM OF: 3' OUT OF PUBl.lC RIGHT OF WAY 5' FROM PAVING 7' FROM SEWER LINES 2. ALL Pi.ANTING AREA. UNLESS OTHERWISE NOTED, SHALL INCLUDE A COVER CROP MIX IN ADDI) ION TO TfiE SPECIF JED PL.ANT MATERIALS, 3. 4. INSTALL 3" LAYER OF ORGANIC MULCH IN ALL NON-TURF AREAS LESS STEEP THAN 3:1. SUBM[T SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY TO JOBS[TE. BROME GRASS SHALL BE ERADICATED FROM ALL SLOPES BEFORE FINAL LANDSCAPING IS INSTALLED, ... DATE ~ ~-13-~"l a-y,... ~ - .. , -~, ..... . .... ., .. , ,-.-~ INI Tl AL .,_ 8 ........ · .., PLANNING DEPARTMENT . PLANTING DETAILS~ LEGEND FOR: RANCHO CARRILLO VILLAGES 'E,F.P&K' APPROVED /;;c/ ,,f 31tY-_f.l I lLL~ ASSISTANT ~tANNING DIRECTOR l'AT - OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: C.T. 97-03 366-9L REVISION DESCRIPTION OTHER APPROVAL CI TY APPROVAL RVWD BY: ENGIN~ER O, WORK L_ ____________________________________________________ __, al ~ .. ~ j §J;.QIJ.QIL__Q14!l_Q lAH Q .ei r; Af' JUG PART I -GENEc.RA.L 1 .1 GENERAL CONDITIONS: THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1. ARE A PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK ANO APPL V TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1. 2 SUMMARY: 1 3 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 BfLA IfQ._y,tQE_IL IRRIGATION SECTION 02441 SUBMITTALS: UPON BEING AWARDED THE PROJECT, CONTRACTOR SHALL SUBMIT OF SOIL AMENDMENTS, FERTILIZERS AND PLANT MATERIALS QUANTITIES OF EACH WITHIN 15 DAYS FROM AWARD OF CONTRACT. A LIST WITH 1.4 GUARANTEES AND REPLACEMENTS: .1 SHRUBS, VINES, GROUNDCOVER AND HYDROSEED SHALL BE GUARANTEED TO REMAIN HEALTHY AND VIGOROUSLY GROWING FOR ONE GROWING SEASON OR NINETY (90) DAYS, WHICHEVER COMES FIRST. . 2 ALL TREES THAT HAVE BEEN SUPPLIED AND INSTALLED UNDER THIS CONTRACT SHALL BE GUARANTEED TO LIVE IN A HEAL THY CONDITION FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE OF PROJECT. IF TREES ARE ALSO SUPPLIED BY THE OWNER, THE GUARANTEE SHALL APPLY AS STATED ABOVE_ . 3 ALL PLANTS FOUND TO BE DEAD AND ALL PLANTS NOT IN A VIGOROUS CONDITION NOTED WITHIN THE GUARANTEE PERIOD SHALL BE REPLACED WITHIN FOURTEEN (14) DAYS. . 4 PLANTS USED FOR REPLACEMENT SHALL BE THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED, PLANTED AND FERTILIZED AS ORIGINALLY SPECIFIED, AT NO COST TO OWNER. 1.5 OBSERVATION: .1 OBSERVATIONS HEREIN SPECIFIED SHA(.L BE MADE BY THE ARCHITECT AND/OR CITY INSPECTOR. THE CONTRACTOR SHALL REQUEST OBSERVATION IN WRITING, IN ADVANCE OF THE TIME OBSERVATION IS REQUIRED. QIJl\'4C,-.- 1 . 6 • 2 OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: A_ PRE-CONSTRUCTION MEETING_ B. INCORPORATION OF SOIL CONDITIONERS AND FERTILIZERS INTO THE SOIL. C. UPON THE COMPLETION OF GRADING PRIOR TO PLANTING. D. APPROVAL OF PLANT MATERIALS. E. WHEN TREES AND SHRUBS ARE SPOTTED IN PLACE FDR 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 OBSERVATION. J. WHEN PLANTING. AND ALL OTHER INDICATED OR SPECIFIED WORK EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED, ACCEPTANCE AND WRITTEN APPROVAL SHALL ESTABLISH BEGINNING OF THE MAINTENANCE PERIOD. THIS IS NOT A FINAL OBSERVATION OR ACCEPTANCE, AND IT DOES NOT RELIEVE THE CONTRACTOR FROM ANY OF THE RESPONSIBILITIES IN THE CONTRACT DOCUMENTS FOR THIS PROJECL K. FINAi Q.Bli.Efil/AI.LQH TO BE HELD AT THE COMPLETION OF THE MAINTENANCE PERIOD. THIS OBSERVATION SHALL ESTABLISH THE BEGINNING 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 WRITING, (1) WHETHER THE WORK IS ACCEPTABLE; ANO (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. MAINTENANCE: . 1 THE MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER ALL LANDSCAPE AND IRRIGATION WORK ON THIS PROJECT IS COMPLETED, CHECKED, ACCEPTED, AND WRITTEfl 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 . 4 .5 REGULAR PLANTING MAINTENANCE OPERATIONS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED. PLANTS AND LAWNS SHALL BE KEPT IN A HEALTHY, GROWING CONDITION ANO IN A VISUALLY PLEASING APPEARANCE BY WATERING, PRUNING, MOWING, ROLLING, TRIMMING, FERTILIZING, RE-STAKING, PEST AND DISEASE CONTROLLING, SPRAYING, WEEDING, CLEANING-UP AND ANY OTHER NECESSARY OPERATION OF MAINTENANCE. LANDSCAPE AREAS SHALL BE KEPT FREE OF WEEDS, NOXIOUS GRASS, ANO ALL OTHER UNDESIRED VEGETATIVE GROWTH ANO DEBRIS. ALL PLANTS FOUND TO BE DEAD OR IN AN IMPAIRED CONDITION SHALL BE REPLACED IMMEDIATELY WITHIN 3 DA VS. FERTILIZER (COMMERCIAL): 7-9-4 WITH CHELATED MINERALS SHALL BE APPLIED AT THE RATE OF 12 POUNDS PER 1,000 SOUARE FEET 3 o DAYS AFTER THE BEGINNING OF THE MAINTENANCE PERIOD, AND EVERY 30 DAYS THEREAFTER, FOR THE DURATION OF THE CONTRACT MAINTENANCE PERIOD. RATE Of APPUCATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE APPLICATION RATE. THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD WILL BE EXTENDED, WHEN IN THE OPINION OF THE ARCHITECT, IMPROPER MAINTENANCE AND/OR POSSIBLE POOR OR UNHEALTHY CONDITION OF PLANTED MATERIAL OR UNESTABLISHED NON COVERING LAWNS ARE EVIDENT AT THE TERMINATION OF THE SCHEDULED MAINTENANCE PERIOD. THE CONTRACTOR SHALL 8 E RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF TRE WORK AT N 0 CHANGE IN CONTRACT PRICE UNTIL ALL OF THE WORK IS COMPLETED AND ACCEPTABLE. 1 . 7 1.8 1 . 9 . 6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION OF THE AREAS. DAMAGED AREAS SHALL BE REP.~IREP IMMEDIATELY AT THE CONTRACTOR'S EXPEIIISE. LAYOUT OF WORK: THE CONTRACTOR SHALL EMPLOY, AT HIS OWN EXPENSE, A REGISTERED CIVIL ENGINEER OR LICENSED LANO SURVEYOR ro LAY OUT THE WORK OF THE PROJECT, TO ESTABLISH ALL REFERENCE POINTS SET FOR CONSTRUCTION AND THE CERTIFICATION OF FINISH GRADES WITH CIVIL ENGINEER DRAWINGS. GENERAL REQUIREMENTS: . 1 THE TEAM "PLANTING AREA .. SHALL MEAN ALL AREAS TO BE PLANTED WITH TREES, SHRUBS AND GROUNDCOVERS. . 2 .3 .4 . 6 .6 .7 8 .9 . 10 ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. ALL ROCKS 1·· OR LARGER, AND OTHER GROWTH OR DEBRIS ACCUMULATED DURING THE DURATION OF THE PROJECT, SHALL BE REMOVED FROM THE SITE UNLESS SPECIFICALLY EXEMPTED IN WRITING. PRIOR TO THE EXCAVATION FOR PLANTING OR PLACING OF PLANT MATERIALS. LOCATE ALL UNDERGROUND UTILITY LINES STILL IN USE AND TAKE PROPER PRECAUTIONS TO AVOID DAMAGE TO SUCH IMPROVEMENTS. IN Tl-IE EVENT OF A CONFLICT BETWEEN SUCH LINES AND PLANT LOCATIONS, NOTIFY THE ARCHITECT WHO SH ALL ARRANGE FOR THE RELOCATION OF ONE OR THE OTHER. THE CONTRACTOR ASSUMES AI.L RESPONSIBILITY FOR MAKING ANY AND ALL REPAIRS FOR DAMAGES RESULTING FROM WORK AS HEREIN SPECIFIED. GRAPING AND SOIL PREPARATION WORK SHALL BE PERFORMED ONLY DURING THE PERIOD WHEN BENEFICIAL ANO OPTIMUM RESULTS MAY BE OBTAINED. IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEVEL THAT WORKING IT WOULD DESTROY SOIL STRUCTURE. SPREADING AND GRAPING OPERATIONS Sf!ALL BE SUSPENDED UNTIL THE MOISTURE CONTENT IS INCREASED OR REDUCED TO ACCEPTABLE LEVELS ANO THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED. ALL SCALED DIMENSIONS ARE APPROXIMATE_ BEFORE PROCEEDING WITH ANY WORK, CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND IMMEOIATELY INFORM THE ARCHITECT OF ANY DISCREPANCY BETWEEN THE DRAWINGS ANO/OR SPECIFICATIONS AND ACTUAL CONDITIONS. QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE ONLY AND ARE NOT GUARANTEED. CHECK AND VERIFY COUNT ANO SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS. ADEOUATEL Y STAKE. BARRICADE, EQUIPMENT, MANHOLES, UTILITY PROPERl Y DURING ALL PHASES GRADING OPERATIONS. SPECIMEN .IREE .Jl ELffTJQH.; AND PROTECT ALL IRRIGATION LINES, AND OTHER EXISTING OF THE SOIL AMENDING AND A. ONE SAMPLE OF EACH TREE VARIETY AND SIZE, CALLEO OUT ON DRAWINGS 16-GALLON AND LARGER SHALL BE PEUVERED TO THE PROJECT SIIE FOR APPROVAL PRIOR TO 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 PL.ACE OF GROWTH, OR AS OTHERWISE SPECIFIED ON DRAWINGS. ~.9TION ANQ S!.H!STll!.!Tl.QH.i A. ALL PLANTS NOT CONFORMING TO THE REQUIREMENTS HEREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE, AND SUCH PLANTS, WHETHER IN PLACE OR NOT, SHALL BE MARKED AS REJECTED AND BE IMMEDIATELY REMOVED FROM THE SITE OF THE WORK AND REPLACED WITH ACCEPTABLE PLANT MATERIALS. THE PLANT MATERIALS SHALL MEET ALL APPLICABLE INSPECTIONS REQUIRED BY LAW. ALL PLANTS SHALL BE OF THE SPECIES, VARIETY, SIZE, AGE, FLOWER COLOR AND CONDITION AS SPECIFIED HEREIN AND/OR AS INDICATED ON THE DRAWINGS, UNDER NO CONDITION WILL THERE BE ANY SUBSTITUTION OF PLANT SPECIES, VARIETY, OR REDUCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING DRAWINGS, EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT . . 1 1 !UlbUJJ;: f.i A. ALL UTILITIES (WATER AND ELECTRICITY) USED DURING THE INSTALLATION OF THE LANDSCAPING AND IRRIGATION SYSTEMS FOR THIS PROJECT SHALL BE PAID FOR BY THE OWNER. DURING THE MAINTENANCE PERIOD, THE OWNER SHALL BE RESPONSIBLE FOR PAYMENT OF THE UTILITIES. INVOICING OF PLANT MATERIALS AND SOIL PREPARATION AND SO IL PREPARATION CONFORMANCE TEST: .1 AFTER INSTALLATION OF PLANT MATERIALS, BUT PRIOR TO THE .2 .3 .4 PRE-MAINTENANCE INSPECTION, THE ARCHITECT, WITH TIIE HERETOFORE SPECIFIED 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 BEEN FURNISHED, THE ARCHITECT WILL REQUIRE THE INSTALLATION OF ADDITIONAL MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED. UPON DELIVERY OF MATERIALS ANO/OR COMPLETION OF AL..l. SOIL CONDITIONING AND GRADING, BUT PRIOR TO INITIATING PLANTING OPERATIONS. THE ARCHITECT WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REOUIRED CERTIFICATES. TRIP SLIPS AND INVOICES FOR SOIL PREPARATION MATERIALS. SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA OF EACH OPERATION. If THE MINIMUM RATES OF APPLICATION HAVE NOT BlcEN MET, THE ARCHITECT WILL REQUIRE THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUM APPLICATION REQUIREMENTS SPECIFIED RANDOM SOIL SAMPLES OF SUFFICIENT QUANTITY TO BE REPRESENTATIVE OF THE ENTIRE SITE SHALL BE TAKEN BY THE CONTRACTOR PRIOR TO BEGINNING WORK. THE ARCHITECT, IN THE PRESENCE OF THE CONTRACTOR. SHALL INDICATE ON THE PLANTING PLAN WHERE SOIL SAMPLES SHALL BE TAKEN. CONTRACTOR SHALL SUBMIT SAMPLES TO A LICENSED SOILS TESTING LABORATORY, APPROVED BY HIE CITY INSPECTOR. SOIL TEST SHALL CONSIST OF SOIL FERTILITY AND AGRICULTURAL SUITABILITY CONFORMING 10 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 MIXED INTO THE SITE, RANDOM SAMPLES OF THE MIXED SOIL WILL BE TAKEN BY THE ARCHITECT AND SUBMITTED TO THE SOIL LABORATORY FOR COMPARISON TO (,. !;:ONTROL MIX. COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR . 5 AFTER GRADING AND LEACHING OPERATION, FOUR SOIL SAMPLES WILL BE TAKEN BY ARCHITECT AND SUBMITTED TO THE SOIL LABORATORY FOR TESTING OF EGE AND PH_ COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. eABT 2.: eRQQUGTS 2 _ 1 SOIL AMENDMENT AND FERTILIZER: 2.2 2.4 . 1 SOIL CONDITIONER SHALL CONTAIN A SPECIAL BLEND OF ORGANIC FRACTIONS TO SUPPLY SEVERAL DEGREES OF BREAKDOWN RA TE WHICH LASTS UP TO 10 YEARS IN TllE SOIL, A PORTION OF INOR- GANIC AMENDMENT THAT RESISTS FURTHER BREAKDOWN. PH OF 5 5 TO 6.5, SALINITY Of 3.0, ORGANIC MATTER (DRY WEIGHT BASIS) MORE THAN 90%, NON-IONIC WETTING AGENT AND TOTAL NITROGEN CONTENT OF 0.5%. (LOAMEX, WIL-GRO, LIFE FOREST HUMUS). .2 .3 .4 .5 .6 .7 . 8 .9 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 OUALITY APPROVED BY ARCHITECT. SULPHUR (SOIL) (ELEMENTAi.) 99% OF QUALITY APPROVED BY ARCHITECT. FERTILIZER (COMMERCIAL) SHAL.L BE A COMBINATION OF NATURAL ORGANIC ANO INORGANIC GRANULAR FERTILIZERS, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT. AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCEN• TAGES BY WEIGHT OF Pl.ANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 1.0'%, 10.0% 1 o .oc.;.,. MINIMUM MINIMUM MINIMUM FERTILIZER (COMMERCIAL) SHALL BE LONG-LASTING CONTROLLED RELEASE PLASTIC-COATED. UNIFORM IN COMPOSITION, FREE- FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIP- MENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 21.0¾ 0.0'% 0.0% MINIMUM MINIMUM MINIMUM FERTILIZER (COMMERCIAL) SHALL BE LONG-LASTING CONTROLLED RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE- FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIP- MENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 16.0% 20.0'Y,,;s 0.0% MINIMUM MINIMUM MINIMUM FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS WITH CHELATED MINERALS, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGflT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 7.0% 9. O,;i/{,> 4.0% MINIMUM MINIMUM MINIMUM PLANTING TABLETS SHALL BE TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE PLANTING TABLETS, OF VARYING SIZES WITH THE FOLLOWING AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 20.0°/Q 10,0% 5.0% MINIMUM MINIMUM MINIMUM . l O SOIL ENHANCER SHALL BE SARVON_ PLANTING BACKFILL: PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE OF EXISTING SITE SOIL ANO SOIL AMENDMENTS AT THE FOLLOWING MIXTURE, SOIL CONDITIONER SITE SOIL 113 CU. YD. 2/3 CU. YD. IRON SULFATE GYPSUM 1 LB./PER CU. YD. OF MIX 10 LBS/PER CU. YD. OF MIX BACKFILL MIXTURE IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. STAKING MATERIALS: STAKES SHALL BE OF LODGE POLE PINE. THESE SHALL BE STRAIGHT SHAFTS, SHAVE/) AND CUT CLEAN AND BARE Of BRANCHES AND STUBS. OF UNIFORM THICKNESS WITH A MINIMUM DIAMETER OF 2 INCHES, FREE OF LOOSE KNOTS, SPLITS OR BENDS. STAKES SHALL BE NO LESS THAN TEN (1jl) FEET IN LENGTH. GUYING MATERIALS, .1 GUY WIRES SHALL BE OF PLIABLE, ZINC-COATED STEEL OF NO. 1 2 GAUGE. . 2 ANCHORS (DEADMEN) FOR HOLDING GUY WIRES SHALL BE 4 INCHES X 4 INCHES OF SOLID LUMBER, 1' • 6 .. IN LENGTH. 3 HOSE FOR COVERING WIRE SHALL BE OF 2-PLY REINFORCED RUBBER, USED OR NEW, GARDEN HOSE TYPE OF AT LEAST 112 INCH IN DIAMETER. . 4 FLAGS, TO BE ATTACHED TO GUYS SHALL BE OF SURGICAL TUBING ' . 5 118 INCH IN THICKNESS. DIAMETER AND FOUR FEET LONG, OF UNIFORM TREE TIES S HALL BE BORDON CINCH-TIE OR APPROVED EQUAL. 2.6 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", PUBLICATION NO. 4091, PRINTED 1979 AND ·'AN ANNOTATED CHECKLIST OF ORNAMENTAL Pl.ANS OF COASTAL SOUTHERN CALIFORNIA", PUBLICATION NO. 3276, PRINTED 1982, BOTH PUBLISHED BY THE UNIVERSITY OF CALIFORNIA, DIVISION OF AGRICULTURAL SCIENCES. SEE LIST OF PLANT MATERIAL ON DRAWINGS . . 2 QUALITY AND SIZE OF ALL PLANTS SHALL BE NO. 1. OF PINTO TAG STOCK. THEY SHALL BE VIGOROUS, OF NORMAL GROWTH. FREE FROM DISEASE, INSECTS, INSECT EGGS, AND MEET OR EXCEED THE MEASUREMENTS SPECIFIED. PINTO TAGS MUST BE SUBMITTED T 0 THE ARCHITECT. . 3 . 4 CONTAINER STOCK (1-GALLON. 5-GALLON, 15-GALLON, AND BOX SIZES) SHALL HAVE GROWN IN CONTAINERS FOR AT LEAST Sil( MONTHS. BUT NOT OVER TWO YEARS. NO CONTAINED PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH, WHEN TAKEN FROM THE CONTAINER. SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES WITH DAMAGED ROOTS OR BROKEN BALLS SHALL BE PLANTED. PRUNING SHALL NOT BE DONE, PRIOR TO DELIVERY, EXCEPT BY WRITTEN APPROVAL FROM THE ARCHITECT. . 5 INSPECTION OF PLANT MATERIALS, REQUIRED BY CITY, COUNTY OR STATE AUTHORITIES, SHALL BE A RESPONSIBILITY OF THE CONTRACTOR. AND WHERE NECESSARY CONTRACTOR SHALL HAVE SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF PLANTS TO SITE. • 6 PLANTS SHALL BE SUBJECT TO INSPECTION, AND APPROVAL OR REJECTION, AT THE PROJECT SITE AT ANY TIME BEFORE OR DURING PROGRESS OF WORK. fOR SIZE, VARIETY, CONDITION, LATENT DEFECTS AND INJURIES . REJECTED PLANTS SHALL BE REMOVED FROM THE PROJECT SITE IMMEDIATELY. . 7 SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT THAT IF PROOF IS SUBMITTED THAT ANY PLANT SPECIFIED IS NOT OBTAINABLE, A PROPOSAL WILL BE CONSIDERED FOR · USE OF THE NEAREST EQUIVALENT SIZE, VARIETY AND COST. ALL SUBSTITUTIONS SHALL BE APPROVED BY THE CITY INSPECTOR AND ARE SUBJECT TO ARCHITECrs 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. .10 IDENTIFY PLANT SPECIES OR VARIETIES CORRECTLY ON LEGIBLE, WEATHERPROOF LABELS ATTACHED SECURELY TO THE PLANT. THERE SHALL BE A MINIMUM OF ONE LABELED PLANT FOR EACH 5 PLANTS IN A LOT. .11 SOP SHALL BE MARATHON. .1 2 HYDRO-SEED MIX AND MATERIALS SHALL BE CALLED OUT ON DRAWINGS. .13 GROUNDCOVER PLANTS SHALL BE HEALTHY, VIGOROUS ROOTED CUTTING GROWN IN FLATS UNTIL TRANSPLANTING. .1 4 PRE-EMERGENT HERBICIDE SHALL BE SURFLAN, TREFLAN, DYMID OR EOUAL. . l 6 WEED ERADICATION SPRAY WILL BE ROUNDUP. eARI...a....:..U E Q UT IQ.H 3 .1 SITE PREPARATION AND WEED AEIATliMENT: 3.2 , 1 GRUB AND CLEAN PLANTING AREA, REMOVING DEBRIS AND AOC K AND ERADICATING WEEDS. . 2 WEEP ERADICATION SHALL BE DONE TEN (10) DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK. WEED ABATEMENT .1 UPON COMPLETION OF THE IRRIGATION SYSTEM AND AFTER DEBRIS, ROCKS AND EXISTING WEEDS ANO GROWTH HAVE BEEN REMOVED FROM THE PLANTING AREA, APPLY 200 POUNDS OF COMMERCIAL FERTILIZER 21-0-0 PER ACRE. • 2 WATER ALL AREAS EVERY DAY FOR TWENTY-ONE (21) CONSECUTIVE DAYS AND UNTIL WEED SEEDS HAVE GERMINATED. CEASE WATERING FOR THREE (3) DAYS AND SPRAY NON-SELECTIVE HERBICIDE .• ROUNDUP" TO ERADICATE THE GERMINATED WEEDS. TRANSLOCATION OR APPROVED PERIOD SHOULD BE 7-10 PAYS. HERBICIDE APPLICATOR SHALL BE LICENSED BY THE STATE OF CALIFORNIA. . 3 RAKE AND HAUL OFF ALL DEAD WEEDS TD 1/2 INCH BELOW THE SURFACE OF THE SOIL. . 4 IF PERENNIAL WEEDS OR GRASSES STILL EXIST, RE-WATER EVERY DAY FOR FOURTEEN (14) CONSECUTIVE DAYS, UNTIL THE NEW GROWTH APPEARS. RE-APPLY A NON~SELECTIVE HERBICIDE, REMOVE WEEDS AFTER HERBICIDE HAS HAO A SUFFICIENT TIME TO KILL. "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, ~~· INCLUDING PRECISE RLA EXP. 98--016 DATE .. ~ \ /\. Londacope Archltocluro • Plonnlne LOCATION OF PLANTING REVIEWED BY: Li,, Jolla Centrll II AREAS I 9200 Towno Ctinlro Ddve, Sulle 340 ... .... • \ Son Diego, CA 92121 ·3002 -616.560.1675 • F .. 550.1580 INSPECTOR DATE .. ---u1J CITY OF CARLSBAD ~ , ... ,. . PLANNING DEPARTMENT . 0 ,-.. ... ----. -· Pi.ANTING SPECIFICATIONS FOR: ...,~ -... ~·-·--·-RANCHO CARRILLO ~"""'":lli 1, VILLAGES 'E, F, K & P' ~-~ .. ,, .. " APPROVE~~/ s-li-99 $~ ) --.. ~. . Ca' ..; " ~-.. \_, \ '/d.r /-,:;.. !*11 . ) ASSISTANT "PLANNING DIRECTOR DATE . ···~· .;;, II"'" /4~ 'I-/ OWN BY: PROJECT NO. DRAWING NO. -1/t cy.~ OA TE INITIAL DATE INITIAL DATE INITIAL or 01.1\ CHKD BY: C.T. 97-03 REVISION DESCR[PT[ON . 366-9L ENG INErR OF WORK OTHER APPROVAL C llY APPROVAL RVl/0 BY: EXP. DATE ,-'\\•I~ 3.3 3.4 3_5 SOIL CONOITIONING, FERTILIZING AND ROTOTILLING: . t FOR AREAS LESS STEEP THAN 2:1: AFTER THE AREAS HAVE BEEN DEEP-RIPPED, THE FOLLOWING RATES OF SOIL CONDITIONING AND AMENDMENT MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS AND SHALL BE THOROUGHLY SCARIFIED TO AN AVERAGE DEPTH OF SIX INCHES BY ROTOTILLING A MINIMUM OF TWO ALTERNATING PASSES_ AMENDMENT MUST BE INTIMATELY BLENDED WITH SOIL THE THOROUGHNESS AND COMPLETENESS OF THE ROTOTILLING AND INCORPORATION OF SOIL CONDITIONERS/AMENDMENTS SHALL BE ACCEPTABLE TO THE ARCHITECT. A. SOIL CONDITIONER SOIL SULPHUR IRON SULFATE GYPSUM 5 CU. YD. PER 1,000 SO. FT. 10 LBS. PER 1,000 SO. FT. 20 LBS. PER 1,000 SO. FT. 250 LBS_ PER 1,000 SQ FT RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. B. FERTILIZER (COMMERCIAL}: 6-20-20 SHALL BE APPLIED AT THE RATE OF 40 POUNDS PER 1,000 SQUARE FEET AND SCARIFIED INTO THE TOP TWO INCHES OF FINISH GRADE. FERTILIZER SHALL BE APPLIED AFTER LEACHING OPERATION. C. SARVON SHALL 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 COVERED. . 2 FOR AREAS 2:1 AND STEEPER: AFTER THE AREAS HAVE BEEN ERADICATED OF WEEDS AND FINISHED GRADED. THE FOLLOWING RATES OF SOIL CONDITIONING MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS_ NO SCARIFYING OR ROTOTILLING SHALL BE REQUIRED. GYPSUM SOIL SULPHUR IRON SULFATE 250 LBS. PER 1,000 sa. FT. 10 LBS. PER 1,000 SO. FT. 20 LBS_ PER 1,000 SQ. FT. RATE OF APPLICATION IS FOR BIDOING PURPOSES ONLY_ SOIL TEST MAY REDUCE OR INCREASE QUANTITIES_ B. SARVON SHALL BE APPLIED AT THE RATE OF 1 PINT PEA 1,000 SQUARE FEET. APPLY SARVON IN AREAS AS RECOMMENDED BY SOIL TEST. FOR BIDDING PURPOSES, ASSUME ALL LANDSCAPE AREAS SHALL BE COVERED_ . 3 OEEP WATER LEACHING: A. AFTER COMPLETE INSTALLATION AND TESTING OF THE IRRIGATION SYSTEM AND APPLICATION OF SOIL CONDITIONING, ALL AREAS SHALL BE DEEP WATER LEACHED AND COMPACTED AND SETTLED BY CONTINUOUS APPLICATION o F IRRIGATION WATER UNTIL THE SOIL HAS RECEIVED A MINIMUM OF SIX INCHES OF WATER. B. 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 REQUIREMENTS, EGE MAXIMUM 3 0 X 10.3 PH MAXIMUM 7_5 A PERCENT OF ORGANIC MATTER SOIL TEST AFTER LEACHING MAY BE REQUIRED BY ARCHITECT. C. RE-APPLICATION OF SOIL AMENDMENT ANO LEACHING OPERATION SHALL BE REPEATED BY CONTRACTOR IF TESTS SHOW A NEGATIVE RESULT-EXPENSE OF TEST, RE- APPLICATION OF A SOIL AMENDMENT AND LEACHING OPERATION SHALL BE BORNE BY CONTRACTOR. D. DEEP WATER LEACHING SHALL BE DONE PRIOR TO THE APPLICATION OF THE COMMERCIAL FERTILIZER 6-20-20_ E _ NO PLANTING SHALL BE INSTALLED UNTIL APPROVAL HAS BEEN GIVEN BY THE ARCHITECT IN WRITING_ F. CARE SHALL BE TAKEN THAT THE RATE OF APPLICATION OF WATER DOES NOT CAUSE EROSION OR SLUFFING OF SOILS. G-ALL DEPRESSIONS, VOIDS, EROSION SCARS, AND SETTLED TRENCHES GENERATED BY THE DEEP WATERING SHALL BE FILLED WITH CONDITIONED TOPSOIL AND BROUGHT TO FINISH GRADE. FINISH GRADING, .1 FINISH GRADES SHALL BE AS INDICATED ON CIVIL ENGINEER'S AND LANDSCAPE DRAWINGS. .2 FINISH GRADES SHALL BE MEASURED AS THE FINAL WATER- COMPACTED AND SETTLED SURFACE GRADES AND SHALL BE WITHIN PLUS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS AND GRADE LINES INDICATED ON THE CIVIL ENGINEERS DRAWING UNLESS OTHERWISE NOTED, FINISH GRAPE SHALL BE 2" BELOW ADJACENT FINISH PAVING SURFACES IN GROUNDCOVEA AREAS AND 1" BELOW IN LAWN AREAS_ . 3 FINISH GRADES SHALL BE MEASURED AT THE TOP SURFACE OF SURFACE MATERIALS. . 4 MOLDING AND ROUNDING OF THE GRAPES SHALL BE PROVIDED AT ALL CHANGES IN SLOPE. . 5 ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES RES UL TING FROM TILLAGE, ROTOTILLING, AND ALL OTHER OPERA TIDNS, SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED_ .6 THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES DURING GRADING AND CONDITIONING OPERATIONS_ . 7 _8 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 GRAPES SHALL BE ACCEPTABLE TO THE ARCHITECT BEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN_ . 9 PLANTING SURFACES SHALL BE GRADED WITH ND LESS THAN TWO (2) PERCENT SURFACE SLOPE FOR POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS. PLANTING: . 1 THE LAYOUT OF LOCATIONS FOR PLANTS AND OUTLINES OF GROUNPCOVER TO BE PLANTED SHALL BE APPROVED ON THE SITE BY THE ARCHITECT, PRIOR TO THEIR PLANTING. ALL SIJCH LOCATIONS SHALL BE CHECKED FOR POSSIBLE INTERFERENCE WITH EXISTING UNDERGROUND PIPING, PRIOR T 0 EXCAVATION OF HOl.ES. IF UNDERGROUND CONSTRUCTION OR UTILITY LINES ARE ENCOUNTERED IN THE EXCAVATION OF PLANTING AREAS, OTHER LOCATIONS FOR THE PLANTING MAY BE SELECTED BY THE ARCHITECT DAMAGE TO EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR _2 .3 4 ELAti.Illi!i~Ifl EE S, SH BUBS, AND V ltl.E._lL A. ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDES WITH ROUGHENED SURFACES AND SHALL BE OF THE MINIMUM SIZES INDICATED ON DRAWINGS_ HOLES SHALL BE, IN ALL CASES, LARGE ENOUGH TO PERMIT HANDLING AND PLANTING WITHOUT INJURY OR BREAKAGE OF ROOT BALLS OR ROOTS. 8. 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 rrs RE-USE FOR THE FILLING OF HOLES, PITS, ANO BEDS_ C. EXCESS SOIL GENERATED FROM THE PLANTING HOLES SHALL BE SPREAD ON THE SITE AS DIRECTED BY THE ARCHITECT. D. PLANTS IN CONTAINERS SHALL HAVE THE CANS OPENED BY CUTTING VERTICALLY ON OPPOSITE SIDES OF EACH CAN WITH NURSERY CAN OPENERS, TIN SNIPS, OR OTHER APPROVED INSTRUMENTS FOR THIS PURPOSE. ALL USED CONTAINERS SHALL BE REMOVED TO THE STORAGE AREA OR FROM TIIE SITE DAILY. E. THE PLANTS SHALL BE PLANTED AT APPROVED LOCATIONS WITH THE HERETOFORE SPECIFIED CONDITIONER AND SOIL PLANTING BACKFILL. NO PLANT EXCEPT GROUNDCOVER SHALL BE PLANTED WITHIN THREE (3) FEET OF SPRINKLER HEADS_ NO TREE SHALL BE PLANTED WITHIN SIX (6) FEET OF SPRINKLER HEADS. F. THE PLANTS SHALL BE PLACED IN THE PLANTING PITS ON UNDISTURBED GRADE, SO THAT THE CROWNS OF THE ROOT BALLS ARE 1" ABOVE SURROUNDING FINISH GRADE. AFTER SETTING THE PLANTS, THE REMAINING BACKFILL MATERIAL SHALL BE CAREFULLY TAMPED AND SETTLED AROUND EACH ROOT BALL TO FILL ALL VOIDS. G. EACH TREE AND SHRUB SHALL BE PLACED IN TIIE CENTER OF THE HOLE AND SHALL BE SET PLUMB AND HELD RIGIDLY IN POSITION UNTIL THE PLANTING BACKFILL HAS BEEN TAMPED FROM AROUND EACf! ROOT BALL. H. 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 (S)-21 GRAM TABLETS p)-21 GRAM TABLET PER LINER AND FLAT SIZE PLANT. PER 1-GALLON CONTAINER. PER 5-GALLON CONTAINER. PER 15•GALLON CONTAINER. PER EACH 3" OF BOX SIZE I. NO PLANT WILL BE ACCEPTED IF THE ROOT BALL IS BROKEN OR CRACKED, EITHER BEFORE, DURING OR AFTER THE PROCESS OF INSTALLATION_ J. ALL PLANTS SHALL BE THOROUGHLY WATERED IN TO THE FULL DEPTH OF EACH PLANTING HOLE IMMEDIATELY AFTER PLANTING_ K. ALL TREES SPECIFIED TO BE STAKED SHALL BE STA KEO WITH TWO LODGE POl.E STAKES, DRIVEN INTO THE GROUND ON THE SIDES OF THE TREE PERPENDICULAR TO THE PREVAILING WINOS. THE STAKES SHALL BE DRIVEN IN PLUMB AND SECURE_ SPECIAL CARE SHALL BE TAKEN THAT THE DRIVING IN OF THE STAKE DOES NOT DAMAGE THE TREE ROOTS OR ROOT BALL. TREE TIES SHALL BE FASTENED TO EACH TREE ANO STAKE BY LOOPING FIGURE B'S WITH THE INSIDE DIAMETER OF THE TIE AT 2 OR 3 TIMES THE DIAMETER OF THE TREE AND BY TACKING THE BACK OF THE TIE TO THE STAKE. (SEE DETAILED DRAWINGS.) L _ ALL TREES SPECIFIED TO BE GUYED SHALL BE GUYED AS DETAILED_ M. 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. N. THE CONTRACTOR SHALL BE RESPONSIBLE FDR ALL SURFACE AND SUBSURFACE DRAINAGE REQUIRED WHICH MAY AFFECT HIS GUARANTEE OF THE TREES, SHRUBS, AND VINES_ 0. PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL THEES, SHRUBS, AND VINES WHEN NECESSARY TD PRDVJOE THE SPECIFIED OR APPROVED STANDARD SHAPES, FORM AND/OR SIZES CHARACTERISTIC TO EACH PLANT. PRUNING MAY INCLUDE THINNING, TOPPING, ANO/OR CUTTING AND SHALL BE UNDER THE DIRECTION OF THE ARCHITECT. CUTS OVER 3/4 INCH IN DIAMETER SIIALL BE PAINTED WITH APPROVED TREE SEALANT_ P. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED AND Pl.ANTED WITH A CRANE_ Q. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED IN PLACE PRIOR TO THE DIGGING OF THE HOLE- ELAtlllliG._Gfl.0]./__liQC OVERS, A. GROUNPCOVERS SHALL BE PLANTED IN THE AREAS INDICATED ON THE DRAWINGS. THE GROUNDCDVER PLANTS SIIALL BE ROOTED CUTTINGS GROWN IN FLATS, AND SHALL REMAIN IN THOSE FLATS UNTIL TRANSPLANTING_ 8. ALL GROUNDCOVER PLANTS SHALL BE PLANTED WITH SOIL ABOUND ROOTS IN STAGGERED ROWS, EVENLY SPACED AT THE INTERVALS CALLED OUT ON THE DRAWINGS. C. THE GROUNDCOVER PLANTS SHALL BE PLANTED SUFFI- CIENTLY DEEP TO COVER Al.L ROOTS AND A PL.ANTING TABLET SHALL BE PLACED IN EACH PLANTING HOLE, AS PER MANUFACTURER'S SPECIFICATIONS, ANO SHALL BE IMMEDI· ATELY SPRINKLED AFTER PL.ANTING UNTIL THE ENTIRE AREA IS SOAKED TO THE FULL DEPTII OF ALL THE HOLES. 0 . HIE GROUNDCOVER PLANTING AREA SHALL BE HAN □- SMOOTHED AFTER PLANTING TO PROVIDE AN EVEN, SMOOTH FINAL FINISH GRADE. GHOUNDCOVER SHALL BE PLANTED WITHIN 12" OF MAIN PLANT STEM WHERE SHRUBS AND TREES ARE PLANTED_ SODDING OF LAWl:LAfilAS_;. A. AFTER LAWN AREAS WHICH ARE TO BE SODDED ARE ROTOTILLED, SOIL CONDITIONERS INCORPORATE, ROCKS AND DEBRIS REMOVED, THE CONTRACTOR SHALL INSTALL APPROVED SOD_ B. C. □- PRIOR TO REPLACEMENT OF SOD, THE AREAS SHALL BE FINISH GRADED SMOOTH WITH A UNIFORM GRADE BETWEEN WALK, CURBS, STEPS AND BUil-PiNGS. THE CONTRACTOR SHALL OBTAIN APPROVAL Of FINISH GRADES PRIOR T 0 PLACEMENT OF SOD. SOD SHALL BE LAID IN STAGGERED ROWS, FOLLOWING THE GRADE ELEVATIONS_ (DO NOT LAY SOD PERPENDICULAR T 0 SLOPE OF GRADE). SODDED AREAS SHALL BE THOROUGHLY WATERED AND KEPT CONTINUOUSLY MOIST AS REQUIRED_ -5 E. RE-SODDING: SODDED AREAS WHICH DO NOT SHOW A PROMPT CATCH OF GRASS WITHIN 10 DAYS AFTER INSTALLATION SHALL BE RE-SODDED UNTIL AN ACCEPTABLE STANO OF GRASS JS ACHIEVED. HYDRO-SEEDING AND GROUNDCOVEfil.; A. HYDRO-SEED SHALL BE APPLIED IN THE AREAS INDICATED ON THE DRAWINGS AND AS CALLED FOR PER MIX. B. HYDRO-SEEDING EQUIPMENT: HYDRAULIC EQUIPMENT USED FOR THE APPLICATION OF FERTILIZER, SEED, AND SLURRY OF PREPARED WOOD PULP OR FIBER SHALL BE OF THE "SUPER HYROSEEDER" TYPE AS APPROVED BY THE ARCHITECT. TIIIS EQUIPMENT SHALL HAVE A BUILT-IN AGITATION SYSTEM WITH AN OPERA TING CAPACITY SUFFICIENT TO AGITATE, SUSPEND ANO HOMOGENEOUSLY MIX A SLURRY CONTAINING 1,200 POUNDS OF MULCH AND SEED. THE SLURRY DISTRIBUTION LINES SHALL BE LARGE ENOUGH TO PREVENT STOPPAGE AND SHALL PROVIDE EVEN DISTRIBUTION OF THE SLURRY. THE SLURRY TANK SHALL HAVE A MINIMUM CAPACITY OF 1,350 GALLONS AND SHALL BE MOUNTED ON A TRAVELING UNIT WHICH WILL PACE THE SLURRY TANK AND SPRAY NOZZLES WITHIN SUFFICIENT PROXIMITY TO THE AREAS TO BE SPRAYED SO AS TO PROVIDE UNIFORM DISTRIBUTION WITHOUT WASTE. C. APPLICATION METHOD: USING THE WOOD PULP AS A GUIDE, THE EQUIPMENT OPERATOR SHALL SPRAY TliE SOIL WITH A UNIFORM VISIBLE COAT OF SLURRY. THE SLURRY SHALL BE APPLIED IN A SWEEPING MOTION, IN AN ARCHED STREAM, S 0 AS TO FALL LIKE RAIN ALLOWING THE WOOD FIBERS TO BUILD UPON EACH OTrtER, UNTIL A COMPLETE, EVEN COVERAGE COAT IS ACHIEVED. 0. HYRDO-SEEPED AREAS SHALL BE KEPT MOIST AT ALL TIMES 20°24 DAYS PLANTING OR UNTIL THE NEW GROWTH OF THE PLANTS IS SUFFICIENTLY WELL ESTABLISHED AS PER ARCHITECT'S APPROVAL. E. HYDRO-SEEDED AREAS SHALL BE PROTECTED AGAINST FOOT TRAFFIC AND OTHER LISE IMMEDIATELY AFTER HYDRO- SEEDING IS COMPLETED BY PLACING WARNING SIGNS AND TEMPORARY TWINE AND FLAGGING AROUND THE AREAS. F _ RE-I1YRDOCSEEDING OF BARE AREAS SHALL BE DONE THIRTY (30) DAYS AFTER INITIAL APPLICATION_ 3 _ 6 HERBICIDE APPLICATION: PRE-EMERGENT liERBICIDE SHALL BE APPLIED TO GROUNDCOVER AREAS ONLY, AND IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS_ D 0 NOT APPLY IN LAWN OR HYDAOSEED AREAS. ARCHITECT SHALL BE NOTIFIED AND PRESENT AT THE TIME OF THE APPLICATION_ 3. 7 CONCRETE MOWSTRIP: CONCRETE MOW STRIP SHALL BE INSTALLED AS PER PLAN AND DETAIL 3. 8 CLEAN UP: AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK. CONTRACTOR SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TD PLANTINGS. CITY OF CARLSBAD FIRE PROTECTION PROGRAM POLICIES AND REQUIREMENTS: F.3-1 CONDITION A -MANUFACTURED SLOPE FIRE PROTECTION (SEE APPENDIX F_2) PERTAINS TO MAN MADE SLOPES ABUTTING HIGH RISK FIRE AREAS AS DESCRIBED UNDER SECTION II C_1 SECTION A·1 • MEASURED HORIZONTALLY 20 FEET OUTWARD FROM THE OUTLYING EDGE OF STRUCTURE(S). 1 . PLANTED WITH GROUND COVER OR LOW GROWING SHRUB SPECIES (LESS THAN 3' IN HEIGHT) KNOWN TO HAVE FIRE RETARDANT QUALITIES_ 2 _ NO TREES OR SHRUBS ALLOWED_ 3_ IRRIGATED_ SECTION A-2 -MEASURED HORIZONTALLY 20 FEET OUTWARD FROM THE OUTLYING EDGE OF SECTION A-1. 1. PLANTED WITH LOW WATER USE NATURALIZING PLANT SPECIES KNOWN TO HAVE LOW FUEL CHARACTERISTICS_ 2. NO TREES ALLOWED. 3. IRRIGATED_ SECTION A-3 • MEASURED OUTWARD FROM THE OUTLYING EDGE OF A-2 TO INCLUDE THE REMAINDER OF THE AREA BETWEEN SECTION A-2 AND HIGH RISK FIRE AREAS AS DESCRIBED UNDER SECTION II C_ HORIZONTAL DISTANCE FROM THE STRUCTURE(S) TO UNTREATED HIGH RISK AREAS SHALL NOT BE LESS THAN 60' 1 _ PLANTED WITH LOW WATER USE NATURALIZING PLANT SPECIES KNOWN TO HAVE LOW FUEL CHARACTERISTICS_ 2. TREES ARE ALLOWED BUT SHALL NOT BE PLANTED CLOSER THAN 20' APART 3. IRRIGATED_ F,3•2 CONDITION B • NATIVE SLOPES,WILDLAND FIRE SUPPRESSION (SEE APPENDIX F.2) PERTAINS TO AREAS WHERE REMOVAL OF ENVIRONMENTALLY SENSITIVE NATIVE VEGETATION IS RESTRICTED WITHIN THE FIRE SECTIONS. SECTION B1 • MEASURED 20' HORIZONTALLY FROM THE OUTLYING EDGE OF THE STRUCTURE(S) TOWARD THE ENVIRONMENTALLY RESTRICTED AREA AS DEFINED BY THE CITY. 1. REMOVAL OF "HIGH FUEL AND MODERATE HAZARD SPECIES" AS LISTED IN APPENDIX F_ 1 SEClLQ['I_ 8__2 · MEASURED HORIZONTALLY 20 FEET OIJTWARO FROM THE OUTLYING EDGE OF 81. 1. REMOVAL OF "HIGH FUEL SPECIES" AS LISTED IN APPENDIX F.1. 2. REMOVAL BY SELECTIVE PRUNING OF UP TO 60% OF THE VOLUME OF THE •• MODERATE FUEL SPECIES" AS LISTED IN APPENDIX F.1. 3. REPLANTING WITH NATURALIZING LOW FUEL SPECIES. 4. TREES AND LARGE TREE FORM SHRUBS (E.G. OAKS, SUMAC, TOY ON) WHICH ARE BEING RETAINED SHALL BE PRUNED TO PROVIDE CLEARANCE EQUAL TO THREE TIMES THE HEIGHT OF THE SURROUNDING UNPERSTORY PLANT MATERIAL OR SIX FEET WHICHEVER IS HIGHER. DEAD AND EXCESSIVELY TWIGGY GROWTH SHALL ALSO BE REMOVED. 5 -IRRIGATED. SE_CTION 83 -MEASURED HORIZONTALLY 20 FEET OUTWARD FROM THE OUTLYING E:'DGE OF SECTION 82. THE OUTER EDGE OF 83 SHALL EXTEND HORIZONTALLY TO A POINT AT LEAST 60' FROM STRUCTURES. 1 -REMOVAL OF "HIGH FUEL SPECIES" AS LISTED IN APPENDIX F_l_ 2. REMOVAL BY SELECTIVE PRUNING OF UP TO 40% OF THE VOLUME OF THE "MODERATE FUEL SPECIES" AS LISTED IN APPENDIX F.1. 3. TREES AND LARGE TREE FORM SHRUBS (E.G. OAKS, SUMAC, TOYON) WHICH ARE BEING RETAINED SHALL BE PRUNED TO PROVIDE CLEARANCE EQUAL TO THREE TIMES THE HEIGHT OF THE SURROUNDING UNDERSTORV PLANT MATERIAL OR SIX FEET WHICHEVER IS HIGHER. DEAD AND EXCESSIVELY TWIGGY GROWTH SHALL ALSO BE REMOVED_ 4 _ NON-IRRIGATED. 2. PLANTING WITH GROUND COVER OR LOW GROWING SHRUB SPECIES 98-016 ' IN HEIGHT) KNOWN TO HAVE (LESS THAN 3 OR AS OTHER 3 _ NO TREES OR 4. IRRIGATED FIRE RETARDANT QUALITIES WISE REQUIRED BY THE CITY_ SHRUBS ALLOWED_ -.. , ' ,I\. L•ndsoape Archltooluro • Pionnln,11 La Jolla Cflnlre 11 I 9256 Town6 C1:1-ntr11 Drh1:1. Suit~ 340 ... ... So.Cl !J1ogo, CA 9212l-300i -'W \ 819.n0.1575 • fax 550_J5BO -· _ .. ,,,,, .. , ,,,.,, .. ,.~ ,-, .. ~ ~--····-~'" -----,•-···· -~"'" --.. --- "'\~WSC Pf I -·~-. f[ll,~ // _ ..... -, -·--~---- / 'o;;!¼ / ., ,--.. -~. ,ii'\ r Jf'rle;"' * ' ,._/ . ·'""' ~=~~ 'I' OF O'-\\<$ DATE INITIAL REVISION DESCRJPTION ENGINEER OF WORK EXP. DATE ~.,1-\'1 "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE DATE RLA EXP. LOCATION OF PLANTING REVIEWED BY; AREAS INSPECTOR DATE ~ CITY OF CARLSBAD SHEETS 4--0 0 PLANNING DEPARTMENT . PLANTING SPECIFICATIONS FOR: RANCHO CARRILLO VILLAGES -'E, F, K 8: p• , APPRO~ ,,£ I, U-, I 3-IY--97 "' ASSISTANT Pl.,lfiNING DIRE.ll'TOR DATE DATE INITIAL DATE INITIAL OWN BY: PROJECT NO. DRAWING NO. ---· CHKD BY: C.T. 97-03 366-9L. OTHER APPROVAi CI II APPROVAL RYWD BY;