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Home My WebLink AboutDWG 359-7L; CT 97-02; RANCHO CARRILLO VILLAGES A,B,C,D; 01-35RECLAIMED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD t.AUNICIPAL WATER DISTRICT'S "CAALSBAD RECLAMATION RULES 11< REGULATIONS FOR CONSTRUCTION OFRECLAIMED WATER MAINS" DATED OCTOBER, 1993. 2. DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY OF RECLAIMED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECLAIMED WATER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BBQ'S, PLAYGROUNDS.SAND TOT LOTS.ETC. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER SPRAY, AND MISTING. 4. HOSE BIBS AAE STRICTLY PROHIBITED. 5. ON-SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CAIRLSBAD MUNICIPAL WATER DISTRICT. 7. ALL ON-SITE MAINLINES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. * 8. THE IRRIGATION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10:QO P.M. AND 6,QQ A.M. 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 l!!E PROTECTED FROt.l CONTACT WITH RECLAIMED WATER WHETHER BY WINDBLOWN SPRAY OR DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE, OR SYSTEM OPERATION IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVERSPRAYING ON SIDEWALKS, STREETS, AND NON-DESIGNATED USE AREAS. 12. RECLAIMED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECLAIMED WATER DISTRIBUTION SYSTEMS (SPIKES NOT EXCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES) PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING "NON-POTABLE WATER" OR "RECLAIMED WATER", COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWAIRD THE TOP OF THE TRENCH PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ALL POTABLE WATER AND RECLAIMED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH, 16. WHEN A POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS, THE RECLAIMED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POT ABLE LINE, FOR A TOT AL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECLAIMED 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 DEPAIRTMENT OF ENVIRONMENT AL HEAL TH PRIOR TO ANY USE OF RECLAIMED WATER. 20. QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING, RECLAIMED WATER: QUICK COUPLING VALVES USED IN RECLAIMED 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 SHALL BE NELSON NO. 76-45, HUNTER NO. HV100A-RL-NP OR AIPPROVED EQUAL. 21. AN ANNUAL CROSS CONNECTION INSPECTION SHALL BE DONE EITHER BY CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. COPIES OF INSPECTION REPORTS WILL BE FORWAIRDED TO THE NON-INSPECTING PAIRTY. *22. DEVELOPER SHALL SHOW THE LOCATIONS OF R.C, SIGNS "DO NOT DRINK" ON THESE PLANS. * 23. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAIR WITH PLUMBING SYSTEM WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS CONNECTION PROTECTION AND THE SPECIFIC REQUIREMENTS OF A RECLAIMED WATER SYSTEM. COPIES OF THE DESIGNATION WITH CONT ACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENT AL HEAL TH AND THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONT ACT <Jgf..tl( JCA,,-,:'o@rr· AT (2'4i,?) !i>"/'P-41'@ AFTER HOURS CONT ACT JG,eEHY l!"IWl'l'tt 24, SHOW ALL POTABLE WATER LINES ON THE PLANS. * ITEMS NO'S 8, 19 AND 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECLAIMED WATER. ITEM NO. 22 THE SIGNAGE PLAN SHALL BE A PAIRT OF THIS I.P. BUT THE SIGNS AND TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF RECLAIMED WATER. 25. ON RECLAIMED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VAL VE BOXES, ETC.) SHALL BE COLOR-COOED PURPLE PER AWWA GUIDELINES AND SECTION 404954 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE, PLACE ON A 8\/2" X 11" SIZED SIGN. COLOR< PURPLE BACKGROUND WITH BLACI< W!lffi<f<.l>Jor, t / BLACK LOGO ;--PURPLE BACKGROUND / 36" -1" BLACK LETTERS WARNI G RECLAIMED WATER DO NOT DRINK R CLAIMED WATER AVISO -AGUA IMPURA N TOMAR t 12" X 36" SIZE .016 ALUMINUM'r.060 ABS PLASTIC OR S ICK·ON VINYL SIGNS. '---1" BLACK LETTERS ---2" BLACK LETTERS FUTURE RECLAIMED WATER SYSTEM (PRIVATE) Rancho Carrillo Villages ( A, B, C, & D GUIDELINES FOR RECLAIMED WATER USE 1. IRRIGATE BETWEEN THE HOURS OF 10:0Q P.M. AND 6:0Q A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE M.AJ-lUALL Y WITH QUALIFIED SUPERVISORY PERSONNEL ONSITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE 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. I ' ' I I • I I • ·-,. -I I l .... -w --Existing Potable water system -A~ Existing reclaimed water system ---Proposed reclaimed water system Reclaimed water connection point meter and backflow Controller Location Reclaimed Water -Do Not Drink" signs • See this sheet (12"x36") Typical ((pea.) places ---Exilllling rec.lalmed. irrigation mainline 0 LC) LC) 0 3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AAEAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS, PRIVATE LOTS, STREETS AND SIDEWALKS. / / I VILLAGE B ... ~~ ~-------~-· ----------·-·(&)501 SHEET INDEX 4. 6. 7. 8. 9. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECLAIMED WATER. PERSONNEL MUST BE INFORMED THAT RECLAIMED WATER IN MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES: HAND OR TOOL WASHING; AND ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPING INDUSTRY, IT IS IMPORTANT THIS IMFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ONSITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH 3" X 4" IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4", PURPLE IN COLOR WITH THE WORDS "WARNING RECLAIMED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, ANO "AVISO -AGUA IMPURA -NO TOMAIR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR, USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B, ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: I. 2. 3. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER SPRINKLER HEADS. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECLAIMED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS1 INCH HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. INSPECTION PROCEDURES 1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE< A. B. C. D. E. F. G. LOCATION OF PIPE LINES. TRENCH DEPTH. REQUIRED SEPAIRATION (HORIZONTALLY .At,IO VERTICALLY). PIPE IDENTIFICATION POINTS-OF-CONNECTION (POC'S), LOCATION AND IDENTIFICATION OF SPRINKLER HEADS. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING (IF RECLAIMED WATER IS USED FOR CONSTRUCTION). RECLAIMED WATER AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY DEPAATMENT OF ENVIRONMENTAL HEALTH PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE, , HYDRAULIC GFIAOIENT 700 FT. ELEVATION AT P.O.C: 422 FT. STATIC PRESSURE 124 PSI ~STATION CONTROLLEFI :"YY'!l>ii;RMANENT I.ANDSCAl'I! ~ELOPER/HOA) M/2" FIECLAIMED METER ON 2• SERVICE LINE 2" BACKFLOW PREVENTER DEVICE AND PRESSURE REGULATOR ON 2" PLUMBING 2" MASTER VALVE H/2" FLOW SENSOR. . $Er PRESSURE AT llli PSI. IRRIGATION DESIGNED MIN . ..il. OPM , M.f.X ll.I Ol"M @A.eal A. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECLAIMED WATER. B. c. D. WARNING SIGNS AND LABELS. QUICK COUPLING VALVES. KEY MAP 200 100 0 200 100 E. F. G. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. REQUIRED PROTECTION OF WELL, STREAMS, RESERVOIRS, ETC. CROSS-CONNECTION. GRAPHIC SCALE I'= 200' .3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PART A, PAl'!T B•AND PART G OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, CITY PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. ... WARNING RECLAIMED WATER DO NOT DRINK AVISO -AGUA IMPURA NO TOMAR 18" X 18" SIZE .016 ALUMINUM'v.060 ABS PLASTIC OR STICK-ON INYL SIGNS. REVIEIED av, DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONAL CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. !UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENT AL HEAL TH IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBLITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL NDITIONS OF PR0VAL RELATED TO LANDSCAPING. BY'':-1-u-~~~~-) DAT(, ~k<-1::/5 e Revisions must be approved by Public Health Engineer, City Planning Direct~, &., Di~trict Engineer prior to 1mpfementot1on 1n field, DISTRICT APPROVED CHANGES Description 600 ' ' I I I I I I I I I I .:·J-1 I I I I I I I I I I I ----_____ J I I I j"--......._ . ..... I ' EXISTING 3" MAINLINE SHEET SHEET NO. CMWD MLE SHEET 1 TITLE SHEET 2 CONSTRUCTION PLANS 3-4 CONSTRUCTION DETAILS 5 CONSTRUCTION SCHEDULES 6 CONSTRUCTION SPECIFICATIONS 7.9 IRRIGATION PLANS 10-17 IRRIGATION DETAILS 18-20 IRRIGATION LEGEND 21 IRRIGATION SPECIFlCTIONS 22-23 IRRIGATION CALCULATIONS 24 PLANTING PLANS 25-32 PLANTING LEGEND & DETAILS 33 PLANTING SPECIFICTIONS 34-35 ---'\ ·, . 7 . _j • \ en' or v,,, 1 • PROJECT -A_0.:-~M.t=--1LOCATION AT ROAD STATION.;__J./:.1:KJ HYDRAULIC GRADIENT ELEVATION AT P.O.C. STATIC PRESSUf'lE 700 FT. 422FT. 124 PSI DISCHARGE MIN B MAX 7!5 <ilAM ~STATION CONTFIOUER :XJC (PERMANENT LANDSCAPE . .. DEVELOPER HOA) 32.ST"TION CONTROUER :ZZ::, (PERM ... NENT LANDSCAPE DEVELOPER HOA) M/2" RECLAIMED METER ON 2" SERVICE LINE 2" BACKFLOW PREVENTER DEVICE ON 2" PLUMBING 2-2" Ml>.STERVALVE (PRESSURE REGULATED), 2• 1-112" FLOW SENSOR. SET PRESSURE AT 1Jll! PSI. , IRRIGATION DESIGNED TO ,12& MIN. @ :m_GPM 0 JOOPSI Landaoape Arohlteot11r11 • Plannln1 La Jolla Centre II 921515 Towne Centre Drive, Suite S40 San Dleeo, CA 92121-3002 619.15150.11576 • Fa>< 660,1560 · s~a · .. PA(.1F IC. QC[AII VICINITY MAP NOT TO SCALE T OF "•Reos NOT h'I 5,(.1.L( "AS BUILT" TITLE REVIEWED BY: INSPECTOR DATE DATE DEVELOPER'S NAMF: (12iJ11iJl§J[A.I..-fl-et:-1-=., i'-lo, ADDRESS: IZ(@f H l<,rH eutf'I" pg, ~ ~Ulril!-?,c>o &u p\ltqfO I C:.A. CARLSBAD MUNICIPAL WATER DISTRICT Sheet CITY OF CARLSBAD PLANNING OEPARTMENT Sheets PRIVATE <ONSITEI RECLAIIED WATER SYSTEM FOAi TELEPHONE: 4!1"! 1"1~-i,r,SO DATE PLAN PREPARED: a.-Jo4~ BY: Ob,)A. \w. BENCH MARK RANCHO CARRILLO VILLAGES A, B, C. & D CMWD 97-542 @ CHN•IJIAL HOTII: 1. THE CONTRACTO'III MUST N'0Tl1'Y Tlfl! CITY P'LAN CHl!CK CONSULTANT (I 1') 438-1162, EXTENSION #4221, 72 HOURS (TMPIEE WORKING DAYS), PRIOFI TO STARTING CONSTRUCTION. a. 4. I. ,. 1. •• TME LANDSCAPE OR IRRIGATION CONTRACTOR IS TO Vl!RIFY EXISTING P.S.I. AT JOB SITE PRIOR TO INSTALLING LANDSCAPE IRRIGATION SYSTEM, VERIFICATION SMALL BE MADE WITH TME APPROPRIATE WATER DISTRICT. ALL REDUCED PRESSURE BACKFLOW PRl!VENTERS SMALL EIE TESTl!D AFTER INSTALLATION, RELOCATION, OR REPAIRS IIY 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. CONSTRUC.TION SCMEDULI!: A. PAIOR TO ISSUANCE OF ORADfNG P'l!PIM'ITI, TH! APl"LICANT OPI APPLICANT'S AGENT SI-IALL O!ITAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING TME TIMING OF THE SLOPE PLANTING AND IRRIGATION. I. SPECIAL CONSIDERATION SHALL BE GIVEN To WAT!R AND l!Ll!CTRICAL SERVICES. C. IRRIGATION AND PLANTINQ SHALL TAKI! PLACI! AS QFIADING PROGRESSES. D, THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FR!ll!- STANDING, RETAINING AND CAIi! WALLS IMMEDIATELY AFTl!FI ROUGH GRADING AT EACI-I LOCATION IS ACIJIEVED. IRRIGATION: A. INSTALLATION OF IRRIGATION Al SHOWN ON THI! APPl'IOVl'!D l"LANS SMALL COMMENCE WITHIN 10 DAYS OF THE TIME Wlll;:N EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON TME APPROVED GRACING PLANS. PLANTING: A. PLANTING A;ND IPIPIIQATION FOl't THI! AR!AS Dl!SCl'lll!ll!O A!!OVI! UNDl!III NO. 5 SllAll BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. SLOPE PLANTING STANDARDS: A. SLOPES AEQUIRING EROSION CONTAOL M'l!ASUl't!l!I A!I ll"l!CIFll!D HEREIN SHALL BE TRl'!ATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: 1. STANDARD #1 -COVER CROP/JUT!! Ml!SH COVER CAOP SI-IALL BE A SEED MIX TYPICALLY MADI! UI" OF QUICK GERMINATING ANO FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT TME SPECIFIC SEED MIX FOR CITY APPROVAL PIROR TO APPLICATION. TME C,)VER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF JUTE MESH SHALL BE AS APPROVED IY THI! CITY ANO STAKED TO THE SLOPE AS RECOMMENDED BY THI: MANUFACTUFIER. JUTE MESH SMALL IE Rl!QUIRl!D WHEN PLANTINII OCCUPl!I BETWEEN AUGUST 15 AND APRIL 15. DURING THE REMI\INOER OF THE YEAPI, THI! COV!lR CROP AND/Opt JUTE MESH MAY BE USED. 2. STANDARD #2 -GROUND COVl!R ONE MUNDRl!D (100%) PERCENT Of' THI! APH!EA SHALL 91! l'LANTl!D WITH A GROUND COVEFI KNOWN TO HAVE EXCELLENT SOIL !IINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIXE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVEFIAGE WITHIN ONE YEAR). 3. STANDARD #3 • LOW SHPIUBS LOW SPREADING WOODY SHRUl!IS (l"LANTl!O Fl'IOM A MINIMUM OF 2- 3/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATUFIE SIZE). 4. STANDARD #4 -TREES AND/OR LARGE SMRUBS TREES AND/OFI LARGE SHRU!!S SHALL BE (PLANT!:O FPIOM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM OF ONE (1) PLANT PEA TWO HUNORED (200) SaUARE FEET. I. APll!AS OF APPLICATION -SLOPES 6:1 OR STEEPER AND: 1 . 3 FEET OR LESS IN VEFITICAL HEIGHT AND ARI ADJACl!iNT T 0 PUBLIC WALKS OFI STREETS REQUIRE: A MINIMUM STANDARD # 1 (COVER CROP AND JUTED), 2, 4 FEET TO 8 FEET IN VERTICAL Hl!IGIJT l'!l!OUIR!l STANDARDS #1, I 2 AND #3, 3. IN EXCESS OF 8 FEET IN VERTICAL Hl!IGHT REQUIPII! STANDARDS #1, #2, #3 AND #4. C. Sl'l!CIAL CONDITIONS 1. AREAS GAADED !"LATTER THAN 8:1 Pl'IEQUl'PIE STANDAAD #1 (COVl!III CROP) WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: 1) SHEET GRADED PADS NOT 9CHl!OULl!D FOR IMl'l'IOVl!Ml!NTI WITMIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. 2) .A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY, 3) IDENTIFIED !JV THE CITY AS HIGHLY VISIBLE Al'IEAS TO TH I!: PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT, D. Al'IIIEAS TO BE HYDROSEEOED SHALL FIFIST !!E DISKED OR ROTOTILLED TO PROVIDE A FRIABLE, LOOSE SEED BED. SLOPE ll'IRIGATION STANDARDS: A. WATER SERVICE (POINT OF CONNECTION) INSTALLATION, TEMl"OPIAPIY 011 PERMANENT, SHALL BE IN PLACE TO COINCIDE WITH PLANTIN<J TIMING SP~CIFIED IN SECTION E,3-1 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. IRRIGATION & PLANTING PLANS FOR: I I I I / I / I I I I I ' I VILLAGE B I I I I-~ !__ ~?) <7 I I I I I ' I I I I \ \ I, Pll'I 1. Cl'N QPIADIE 1'11'1 IS NOT ALLOWED UNLESS IT 19 DEMON!!TPIATl!D TO THE SATISFACTION OF TME CITY THAT THE ROCKY CONDITION OF THE SLOPE WOULD PA EVENT TRENCHING. IN CASES WHERE ON GRADE PIPE IS ALLOWED, IT SHALL BE THE GALVANIZED TYP!l OR UVA RESISTANT PVC APPROVED ev THE CITY. 9, Ll!TT!PI OF CERTIFICATION (INSTALLATION): A, THE! LICENSED DESIGNER OF FIECOFl,O FOR ALL THE PROJl!CTS f'IEQUIRING LANDSCAPE PLANS SMALL SUBMIT A LETTER TO THE CITY STATING THAT TIJE PROJECT HAS BEEN INSTALLED IN SUBSTANTIAL CONFORMANC!': WITH THE APPAOVED PLANS AND SPECIFICATIONS. 10. AS-l!IUILTS: A. PRIOR TO l'l!LEASI! OF BONDS, AS-BUILT LANDSCAPE PLANS FOR THI! BONDED WORK SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. 1!1. CONTf'IACTOR SHALL DRAFT AS-BUILT INFORMATION ONTO 1-118 Fl!;LD C. D, •• SET AS WGRK PROGRESSES. CITY INSPECTOR SHALL APPROVE CONTRACTOl'I AS-!!UILTS !ll!FORE TURNING THEM OVER TO THE LANDSCAPE ARCHITECT, ALONG WITH THE CITY MYLARS. LANDSCAPE ARCHITECT !!HALL ADD AS-l!IUILT INFORMATION TO CITY MYLARS AND RETURN THEM TO THE PLANNING DEPARTMENT, PLANNING DEPARTMENT SHALL REVIEW AND APPROVE AS-l'IUILT MYLARS BEFORE ORDERING PRINT PACKAGE. ' ' ........ ,· " \,-:,)- . --------~~ ----· ---- ------···· ----, 9J Of I I I I 5-f I ~ 6J 68 I ,,,. 1ST ... st 70 8 I h!J it~ 1, L--,::::;_.--1---::::....---1 \...---~-,--\ ~ I 1. o ,___rE _ __, ~ I fl/ 9:J 89 BS Bl &; UJ 73 0 ~ 5-1 5(i 5T M 58 ~o. !ll I ,~ ----BANC1'!0"'5L"•....,u_______ ~ I I ..... ....,....,.,.------J I 'E"ntB765~Je' /J5 iJ Iii T9rs I ""l7-038 RANCHO lil"AVAOO I I -16flMl6ti-·m I l10 191'_ I 1/T I 1f6 1J5 ~ I ~ /13 /'it) I I lll9. I I //9 < ! /llfJ IS'! I 11!1' 11!3 '. I 11'.5 ~ /1'5 I ,ii -I J---- ' N EXP, DATE ___ _ ---- I I I I I _____ J DATE INITIAL ENGINEER OF WORK ' ' ' ' ' SHEET INDEX SHEET SHEET NO. TITLE SHEET 2 CONSTRUCTION PLANS 3·4 CONSTRUCTION DETAILS 5 CONSTRUCTION SCHEDULES 6 CONSTRUCTION SPECIFICATIONS 7 -9 IRRIGATION PLANS 10 • 17 IRRIGATION DETAILS 18 -20 IRRIGATION LEGEND 21 IRRIGATION SPECIFICTIONS 22 -23 IRRIGATION CALCULATIONS 24 PLANTING PLANS 25 -32 PLANTING LEGENO & DETAILS 33 PLANTING SPECIFICTIONS 34 • 35 VICINITY MAP NOT TO SCALE "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, DATE INCLUDING PRECISE RLA EXP, LOCATION OF PLANTING REVIE:WED BY1 AREAS INSPECTOR DATE I SzET I CITY OF CARLSBAD ~ PLANNING DEPARTMENT 5 TITLE SHEET FOR: RANCHO CARRILLO VILLAGES 'A, B, C, & D' APPROVED -&"ftfl (/':~/-?f 1//r ASSISTANT PC-ANN'ING DIRECTOR DATE OWN BY: I PROJECT NC. I DRAWING NO, DATE INITIAL DATE INITIAL CHKD BY: CT97~02 359-7L REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: ' -CMWD 97-54~ "-~ I ~ ~ !,) I -Cl --~ _, Sl -=-I,:') _, S! () ' -~ ,:. \) _, Sl "'() -1 5s. I I I I I Pi.o:w. --------J..-L--\.-- 121_0,i I ,, 12-" I /,II 1'- ' " 4,-~ 1,• e'-3-'' 10'...,i:" I 11 7-0 I I CJ' " - -- I di ,~ - 'o ii -0 ,\ If) z'---,;,11 f--- .. Cl ' ~ " J ~ .... ~ I -~ --L-...l..---------+-----,....----1-----------SM/ LOT ?09 POCKET PARK ' - \ \ \ \ \ \ I TOTAL G PLAY e>QL.JIFMeNT 'i CLIMB~./<. 0 BE.NCH I I TOTAi- - CONCRETE \VALK ~ ,,. !.:,P~1C.::;!.:N!,!:IC..::::....~~~l-:::..!E:::..._ _____ _ ~ 31 BENC-H ~ TOTAL ~ XPAN SION _IT. 0 ~ . I TOTAL CD v!"f!:Al'INe:D PLANE'. ..JT CD f;'.XP,t,,N5ION .JT 10 20 40 GRAPHIC SCALE IN FEET IF SHEET SIZE IS LESS THAN 24" X 36" IT IS A REDUCED PRINT. SCALE ACCORDINGLY. .... -" Aro•l-•N • .......... .... ~olle Cnlr.: II -""" .. C..lN 11P •• 111,ILe 140 ••DI-CA-••-.......... 711. ,.. DIO.J- DATE !NIT !AL ENG I NEER OF WORK - ,er .... &' .V' ...., l-tr\...:" / r /; /lf-.V ~-·· ~~ OF CA\.\\ EXP. DATE "l-,l-"f1 REVISION DESCRIPTION PLAY CURB 5ANP ,SLID~ FLAY su~FAC..E BIKE:. R.A K I TOTAL 1'10\J CU!<:.B LOT 162 POCKET PARK "AS BUILT 11 APPROVED FOR PLANTING AND IRRIGATION ONLY, DATE INCLUDING PRECISE RLA EXP. LOCATION or PLANTING REVIEWED BY: AREAS INSPECTOR DATE I SST I CITY OF CARLSBAD ~ PLANNING DEPARTMENT 5 POCKET PARK CONSTRUCTION PLANS: RANCHO CARRILLO VILLAGES 'A,B,C8rD' APPROVED 7~f ~21-ff- ASSISTANT PLANITTNG DIRECTOR DATE - . UWN BY: PROJECT NO • DRAWING NO. DATE !N!TIAL DATE INITIAL CHKD BY: CT97-02 359-7l OTHER APPROVAL C !TY APPROVAL RVWD BY: • 'V 'V I I I 0 \ I t 0 - I ' 0 '' QJ \D ' 0 , ' 0 - I ff x·--...--x I • 0 'I -ri'-----~z' I •G, p I I(,'-(.." ...._ ___ ~__.,. . ::iz,_,,, "'- SNJ - --••tr:: ,j, ' C) ,, 0 -----' 0 ---'I 0 I I '-O' ---' ----0 ,, 0 I , -" e' -o" 1~··' 0 . ' 0 • 0 '' 0 ~ w'E .AJ< l:c N.t!!D FLA Ne ..JT, EB f:XPAN510N ..JT: G) ----- CONCKf:TE \v'ALK BIi<~ RACK I TOTAL T!ZASH Rec..r:PTACLf: I T'OTf\\_. I TOTAL PLAY t::QUIF'MEITT ,--,,......, ----------~ ~ ~,PRING R,1peR, I I I / S/W,, \0'-011 ' 0 'I N-- PICNIC. TA1'Le I TOTAL ~ TRASH ~eCEP'TACL-e \J I TOTAL \ \ \ \ 10 '-0" I 01 ·011 - I,"" •-r,,,, \ \ I ' '.li ,, lJ7 I a ' _, 0 ' I 0 ,, ,, en -'X,;;;;:. 0J -\ 10'-0p 10'-0" 10' -o" 0 'jl \ ,1 ,n ,-.. -\ \ 10 1-0' \O'-Od ' PLAY &.\Rr'AC£ 10'-O' 10'-0' 10'·0" 10' -0'1 ---~---------- ~ J.J~_;:;..---i --- )( 0 ,I 0 MO\,/ C-LIRB 'I 0 7 '-011 SAND r;::,._ ~J4...!._;;,,:~-l,I<----...,,.__-__________ _.~ ' 0 11 '-o' I I / .,, PLAY f:QUIPMe.Nr '-----'-------IC. 2-SEAT Sw'IN/3 .___P_L-_A_Y_e---'Q"-UI_P_,M .... !:.;..;N .... T_ 1 rjl ~'5 LI f) E: L'..J PLAY EQLll PMENT -----'-----'"'-'-'----I .,, CLIMBE:-R. ---' LOT 13 POCKET PARK 0 I 1'1.0.W, · Bl':NC...H I TOTAL. 10 I ~r-· 20 4a I __ , ___ . __ , .. ·-··~---·· _..I GRAPHIC SCALE IN FEET IF SHEET SIZE IS LESS THAN 24" X 36" IT IS A REDUCED PRINT. SCALE ACCORDINGLY. Lo■-,, Af'lhl~ .. N .......... Lo ~alile Conlf'I II -TDwu C:e,uN Drl .. , lloll• 110 S.n DI_ CA telltl·-llt IN,-• Pax IIIO.IMO DATE INITIAL ENG I NEER OF WORl< MOw' CURB, LOT 125 POCKET PARK CONC.f<..t:: TJ;: v!Al--K w'l:AKENf'P fl-ANE ..JT. sw1 11 AS BUILT" § -0 'I ~ • ,? APPROVED FOR PLANTING ~ n -AND IRRIGATION ONLY, I) ? '" INCLUDING PRECISE DATE ' u '--RLA EXP, ~-g LOCATION OF PLANTING 'f Of CA\\\ REVIEWED BY: AREAS EXP, DATE ,-~/-•r, INSPECTOR DATE I s1tr I CITY OF CARLSBAD ~ Pl.ANNING DEPARTMENT 5 POCKET PARK CONSTRUCTION PLANS: RANCHO CARRILLO VILLAGES 'A,B,C&D' APPROVED ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT NO, DATE INITIAL DATE INITIAL DRAWING NO, REVISION DESCRIPTION CHKO BY: CT97-02 359 -7L OTHER APPROVAL CITY APPROVAL RVWD BY: . 1r. t b ' ... EO, l 1=. ·•· · .. •·.··· . . . . . . . . . . -...... ' ' . ..... . ' .. .. ' .. a , • .. • , • • • • ,. ' • , • • D CLASS I FILL CONCRETE PAVING SCAL.[1 f/z"•l'-0" 95:,: COMPACTION ® PLAY SU'RFACE NOT TO SCALE EO. D • SEE P't.#1 217197 1/2 " Rlflll.lS .tl.L EXPOSED EDGES 2" SHRUB AREAS 1" LAWN AREAS -WALK 217196 MANUFACTURER'S SPECFICA IONS CONCRETE P~VINC 901. COltPACl[D SUBGRH:IE ~ ... ,://11/96 ! 1Y. EO. EO. EO. ALL SIDES B SCALE: ½"•1"·0" PICNIC TABLE ON PAD l ., l ., FOR ACTUAL FORM PICNIC T ASt.t ,,---------------1. 3 ! tr. 1H) PII..AY SlRACE 1/1" RlllUIS <21·•4 REBM HORIZ. CONT. 12" OVERLAP O SPLICES •4 REBAR VERT. o 18" O.C 4" P.C.C. WALK CONCRETE PAO 4" CLASS UFLL 95:< COMPACTION 2/7197 E THICKEN!E0 EDGE AT PLAY AREA NOT TO SCALE SNf.l MEA H PLAY AREA SUMP 1/30/97 8128196 i.•-" ANIIIINlure • Ple■nlRI La ~olle Con,,. II 1116 .,.,, •• C.nlN Drh~ ,_.u.. 140 -■n DI-. CA lll!ltl·-119,ND,lll'>I • fa1 000,IMO DATE INITIAL ENGINEER OF WORK LAWN AREA <SEE PLANI L 1 <:/ • <:/ ~ ., ~ • ... • :§:: • • • • • 'N <l <l • • 3" ,611 I I I NOTES: CONCRETE MOW CURB SCORE JOINT SEE NOTE •2 Slftll AREA <SEE PLANI • T • 90:< COMPACTED SUBGRAOE 1. REBAR SHALL BE CONTINJOUS W 112" OVERLAP. 2. PROVIIE1/1" EXPANSION JOINTS O 30' O.C. 8. 1/a" X 1f4'' SCORE JOINTS O 10' O.C. © CONCRETE MOW CURB C ~-----~ SCALE: 3"• 1"·0" 8121196 FNSH GRIO • .... 8" 121· •4 REBAR HORIZ. CONT. 12" OVERLAP O SPLICES •4 REBAR VERT. O 24" O.C. WASHED PLASTER SANO FOR PLAY SURFACE ® PLAY AREA CURB F ~-----::-::::-::::- NOT IO SCALE 8'28196 ~ \!.lllSCAPt ❖~ . '/,1.e / ~~ ',/ APPROVED FOR PLANTING Ir.! , AND IRRIGATION ONLY, "' fl\ -z ,a' ) INCLUDING PRECISE ~~ -·· ~ .. u LOCATION OF PLANTING 'f Of CA\.\\ AREAS EXP, DATE ,-~1--'lj I SST I "AS BUILT" RLA EXP. REVIEWED BY: INSPECTOR CITY OF CARLSBAD PLANNING DEPARTMENT CONSTRUCTION DETAILS FOR: RANCHO CARRILLO VILLAGES 'A,B,C&D' DATE DATE 135sl APPROVEO ~ 7,-;;,: ?y //.z1. 9ff ASSISTAl't!' PLANNING DIRECTOR DATE DWN BY: I PROJECT NO. I DRAWING NO, DATE INITIAL DATE INITIAL CHKD BY: 359 -71 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: CT97-02 MATERIAL / FIN1Sti SCHEDULE SYMBOL ITEM __ _MAN UFA CT URE R/M OPEL ____ .C..0..1...QRI_F_I N~l~S~H ______ I_N_S~I A L.LATI ON 0 lll!!NCH 0 lll!!NCH 0 l'ICNIC TAIIL!! 0 Tl'IASH l'll!!Cl!!PTACLI!! 0 ll'IKt: l'IACK 0 CONCflll!TE PAVING 0 CONCFll!:TI! MOW CUFIII 0 CONCl'l!TI! P'LAY CUl'IB 0 PLAY SUFIFACE 0 SAND QUICKCFIETI! PAODUCTS CO LOA: C3, LATTE MODEL: BUCHANAN, Q2-BN-721!l QUICKCAETE PAODUCTS COLOA: C3, LATTE MODEL: MODERN, Q2-MD-601!l QUICKCFIETI! PRODUCTS COLOR: C3, LATTE MODELS: 0-L8T-SD-6, QUICKCFIETE PRODUCTS COLOPl: C3, LATTE MODEL: CALIFORNIA, QR-CAL2632W-H COLOR: TOP-BLUE FINISH: TOP-SMOOTH llASE • MEDIUM SAND BLAST IIUPIK! COM'PANY COLOPl: GALVANIZED MODEL: BR-6-5S COLOl'I: NATURAL GRAY FINISfl: LIGHT BROOM COLOR: NATURAL GRAY FINISH: LIGHT BROOM COLOPI: NATUl'IAL GRAY FINISH: LIGHT BROOM TOTTUPIF COLOPl: BLUE WASHED PLAST!R SAND TWO <21 PART POL YURETH.6:NE 0/E JOINT FILLER /1,. . ~ . • • COLOR TO MATCH ADJACENT PAVING • ~ ~ • • . • ll"fMOLOED POL YfOAM TXPANSION BOARD FILL 6x6/WI. 4 x WI. 4/WWf o CENTER OF' SL.6EI • EXPANSION JOINT IN PERPENDICULAR DIRECTION WEAKENED PL« JONT W£ IIIICENE P INT IN PERPENDICULAR DIRECTION 6K6/WI. 4 x WI 4/WWf 0 CENTER Of SLAB I/' 1" II '--- 6" TYP. -'---- SCORE JCltNT w TYP. NOTES• I. SEE PLNtS FOR JOl'lT LOCATIONS. 2. MAXIMUM SPACtlG Of JOINTS SHALL BE 8'•0" O.C. EXP.IINSION JOINT 1 "T RMIUS Al.LEO F (TYP.l WEAKENED PL JOINT 1/l' TOOLED RADIUS All tlJl.>I~:, y FINISH GR AO[ TOOlED SCON: JOINT 1 " TOOLED RADIUS FINISH GRADE 3. ALL CONCRETE PAVING PATTERNS, FINISH 8, COLOR PER PLH45. I CONCRETE PAVING -JOINTS SCALE= 1"•1'-0" 8/19/116 !EPOXY PER MANUF. SPECIFICATIONS EPOXY PER MANUI'. SPECIFICATIONS l!POXY PER MANUF. SPECIFICATIONS EPOXY l'l!R MANUF. SPECIFICATIONS IMl!ll!D IN CONCRETE PER MANUF. SPEC. PER DETAIL , SHEET PER DETAIL , SHEET Pl!R DETAIL , SHEET P!!R MANUF. SPEC. DETAIL , SHEET PLAY SYMBOL 8 GJ 0 0 0 ~ 12.] PBODUCI_fillPPLIERS: CONCRETE lll!:NCHES & PICNIC TAIILl!!S: QUICK CRETI: PRODUCTS CORP, P.O. BOX 639 NORCO, CA 91760 (909) 737-6240 TAASH RECEPTACLE: QUICK CRETE PRODUCTS COPlP. P.O. BOX 639 NORCO, CA 91760 (909) 737-6240 !IIKE RACK: BURKE COMPANY THE WAKEFIELD COMf'ANY 14252 CULVER DRIVE,SUITI A-910 IRVINE, CA 92714 (714) 552-1130 PLAY EQUIPMENT: LANDSCAPE STRUCTU~ES COAST RECREATION, INC. 2082 S.E. BRISTOL, SUITE 1 SANTA ANA, CA 92707 (714) 553-8065 PLAY laQUIPMENT; llURKE THE WAKEFIELD COMPANY 14252 CULVER DRIVE, SUITE A ·810 IRVINE, CA92714 (714) 552-1130 PLAY SURFACE: TDTTURF MOORE & ASSOCIATES P.O. BOX 3337 THOUSAND OAKS, CA 91359 (BOO) 852-5863 EQUIPMENT llf.M PLAY EQUIPMENT PLAY EQUIPMENT PLAY EQUIPMENT PLAY EQUIPMENT PLAY EQUIPMENT PLAY EQUIPMENT PLAY EQUIPMENT SCHEDULE MA.N.!J f ACTU !'1.EBLM.OQ1:.L BURKE COMPANY MODEL # 605-P POLY-WAVE SLIDE LANDSCAPE STRUCTURES MODEL #100126A 2-SEAT SINGLE POST SWING LANDSCAPE STRUCTURES MODEL #100038A RAINBOW CLIMBER LANDSCAPE STRUCTURES MODELS #100040A, 1000408 VERTICAL PIPE CLIMBERS LANDSCAPE STRUCTURES MODEL #100015 BIRD TUFFRIDER LANDSCAPE STRUCTURES MODEL #100016 HORSE TUFFRIDER LANDSCAPE STRUCTURES MODEL #100017 CAR TUFFRIDER FINISH POSTS-ORANGE CHUTE-YELLOW POWOERCOAT LEGS • RED POWDERCOAT BEAM • RED POWDERCOAT• RED POWDERCOAT-ORANGI!! STD. FINISH STD, FINISH STD. FINISH ~ \~SC.v~ INSTALLATION PER MANUF. SPEC. PER MANUF, SPEC. PER MANUF. SPEC. PER MANUF. SPEC. PER MANUF. SPEC. PER MANUF. SPEC. PER MANUF. SPEC. ~wSW1.~~--~~ ~~n, APPROVED FOR PLANTING AND IRRIGATION ONLY, it\ ~;.-6:1; I/ INCLUDING PRECISE ~ -· iffe LOCATION OF PLANTING f OT CAt \\"$-"" AREAS EXP. DATE ?;,·"Jl·'l"r w / "AS BUILT" ALA EXP, REVIEWED BY: INSPECTOR CITY OF CARLSBAD PLANNING DEPARTMENT IATERIAL & FINISH SCHEDULES FOR: RANCHO CARRILLO VILLAGES 'A,B,C8cD' DATE DATE SHEETS 35 APPROVED ✓.:;; ~ ?./?)ff /// ASSlSTm-PLANNING DIRECTOR DATE DATE INITIAL DATE INITIAL DWN BYI PROJECT NO, ORAi/ING NO, DATE INITIAL CHKD BY; ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL C !TY APPROVAL RVWO BY: CT97-02 359 -7L lll:'[ION 02413 PP'll!FASlll~Tl!Q tlrr FURNISHJNgs UPlI 1 ·Gl!NIUlAL 1.1 DESCRIPTION 1. 2 1.3 1.4 1. 5 .1 PROVIDE l"l'IEFAl!ll'IICATl!D CONCl'll!TE PICNIC TABLES, fJENCHl!S, BIKE RACKS, TRASH RECEPTACLES, ETC. AS NOTED ON PLANS IN ACCORDANCE WITH THESE SPECIFICATIONS AND THE PLANS. QUALITY ASSURANCE .1 NOTIFY OWNl:R OF APIPIIVAL OF ALL PPIEFAl!JRICAT!D SITE FURNISHINGS ON SITE. INSPECT AND PIEJECT THOSE UNITS JUDGED UNACCEPTABLE. • 2 FURNISH EACH ITEM AS A COMPLETE UNIT, PRODUCED l!IY ONE MANUFACTURER FOR THE ENTIRE JOB. . 3 STRICTLY COMPLY WITH MANUFACTURl!l'l'S DIRECTIONS. SUl!JMITTALS .1 SUBMIT MANUP'ACTUl'H!;R'S LITERATURE ANO DATA DESCl'IIBING THE PRODUCT TO BE FURNISHED INCLUDING: MATERIALS, SHOP DRAWINGS, AND DETAILED PRINTED INSTRUCTIONS DESCRIBING HANDLING, STORAGE, AND CLEAN UP PROCEDURES. JOII CONDITIONS .1 00 NOT BEGIN INSTALLATION UNTIL WORK WHICH COULD DAMAGI! THE UNIT OR INTERRUPT INSTALLATION IS COMPLETE. DE!UVEAY, STORAGE & HANDLING .1 DELIVER ALL PREFABRICATl!D SITI FURNISHINGS TO JOBSITI IN NEW UNOPENED SHIPPING CONTAINERS WITH FACTORY LABELS ATTACHED. • 2 STORE PREFABRICATED SITIE FURNISHINGS IN AREAS DESIGNATED BY OWNER AND IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. Ul!I Z · P'PIODUCT~ 2. 1 PRODUCTS SHALL !II AS N,OT!!D ON PLANS. PABT 3 · EXECUT!QJ-1 3.1 INSTALLATION . 1 ASSEMl!LI AND H>lSTALL ALL SIT! PUPINlSHl<NG8 IN ACCOIIDANCI!! WITH MANUFACTURER'S RECOMMENDATIONS ANO AS SHOWN ON THE PLANS. .2 GENERAL A. SHOULD P'UATHl!PI CONl!iTAUCTION lllE FIEQUIPl!I> IN AREAS WHERE SITE FURNISHINGS HAVE BEEN INSTALLED, TAKI! NECESSARY PRECAUTIONS TO PROTECT FROM DAMAGE. II. CLEAN UP SITE FURNISHINGS FOLLOWING MANUFACTURER'S INSTRUCTIONS ONCE CONSTRUCTION HAS CONCLUDED. ll.C.Ill::IH lli11 QI C.OttCll!.T E E o B MW.QRK l"ABT 1 • QEMU!AL 1.1 Dl!aSCRIPTION: .1 RELATED WOl'IK Dl!SCPIIBl!!D ll!LSl!WHEl'II!: A. CONCRETE REINFORCf;MENT: SECTION 03200 1. 2 QUALITY ASSUPIANCI!: . 1 . 2 Dl!:SIGN OF FORMWOl'IK IS THI! CONTAACTOPl'S l'IESPONSll!IILITV . STANDARDS: COMPLY WITH ALL PERTINENT PROVISIONS OF THE AMERICAN CONCRETE INSTITUTE (ACI) 347 "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK". 1.3 SUlllMITTALS: . 1 COMPLY WITH SECTION 01300. . 2 JOINT LAYOUT: SUBMIT JOINTS LAYOUT FOR CONCRETE WOAK. FABRICATION SHALL NOT BE DONE PRIOR TO OBTAINING APPROVAL. l"APl!.JI. • PRODUCTS 2.1 FORM MATERIALS: • 1 .2 FORMS: A. CONSTPIUCT FOAMWOl'IK FOIII ll!XPOSl!D (l"AINTl!D O l'I UNPAINTED) CONCRETE SURFACES WITH SMOOTH-FACED, UNDAMAGED PLYWOOD OA OTHER PANEL-TYPE MATERIALS ACCEPTABLE TO THE ARCHITECT, TO PROVIDE CONTINUOUS, STRAIGHT, SMOOTH AS-CAST SURFACES. FURNISH IN LARGEST PRACTICABLE SIZES TO MINIMIZ!; NUMBER OF JOINTS. II. CONSTRUCT FOAMWORK FOA CONCRETE CONCEALED FROM VIEW WITH ROUGH-SAWN BOARDS OF SOUND GRADE. C. FORM CYLINDRICAL COLUMNS WITH PAPER OR FIBER TUBl!S, CONSTRUCTED OF LAMINATED PLIES USING WATE A- RESISTANT ADHESIVE WITH WAX-IMPREGNATED EXTERIOR FOR WEATHER AND MOISTURE PROTECTION. D. PROVIDE FOAM MATERIAL WITH SUFFICIENT THICKNESS TO WITHSTAND PRESSURE OF NEWLY-PLACED CONCRETE WITHOUT EXCESSIVE AND OBJECTIONABLE BOW O A DEFLECTION. FOAM TIES: f A. Ill . P'PIOVIDE l'ACTOl'IY-FABl'I ICA ,·eo. ADJUSTAl!lll!-LI! NGTM' REMOVABLE OR SNAPOfF METAL FOIIM TIES, DESIGNED TO PREVENT FOAM DEFLECTION AND TO PREVENT SPALLING CONCRETE SURFACES UPON REMOVAL. PROVIDE TIES SO THAT PORTION IIEMAININ,G WITHIN CONCRETE AFTER REMOVAL OF EXTERIOR PARTS IS AT LEAST 1-1/i" FROM THE OUTER CONCRETE SURFACE. PROVIDE FORM TIES WHICH WILL NOT LEAVE A HOLE LARGER THAN 1" DIAMETER IN THE CONCRETE SURFACE. C. FORMS COATINGS: PROVIDE COMMERCIAL FORMULATION 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 FOAMWORK: .1 GENERAL: A. DESIGN, l!Al!CT, SUPl'OFIT, lll'IACE, ANO MAINTAIN FOPIMWOl'IK SO THAT IT WILL SAFELY SUPPORT VERTICAL AND LATERAL LOADS THAT MIGHT BE APPLIED, UNTIL SUCH LOADS CAN BE SUPPORTED BY THE CONCRETE STRUCTURE. II. DESIGN FOAMS AND FALSEWORK TD INCLUDE ASSUMED VALUES OF LIVE LOAD. DEAD LOAD, WEIGHT or MOVING EQUIPMENT OPERATED ON FORMWORK, CONCR1;TE MIX, HEIGHT OF CONCRETI: DROP, VIBRATOR FREQUENCY, AMBIENT TEMPERATURE, FOUNDATION PRESSURES, STRESSES, LATERAL STA81LITY, AND OTHER FACTORS PERTINENT TO SAFETY OF STRUCTURE DURING CONSTRUCTION. C, EARHI FORMS: SIDE FORMS OF FOOTINGS MAY 81!; OMITTED ANO CONCRETE PLACED DIRfCTLY AGAINST EXCAVATION ONLY WHEN REQUESTED BY THE CONTRACTOR ANO ACCEPTED BY THE ARCHITECT. PART :I· EX!CUT~tl 3 .1 SURFACE CONDITIONS: , 1 EXAMINE THE SUlll!lTl'lATI!! ANO CONDITIONS UNOEIII WHICH WORK O fl THIS SECTION IS TO BE PERFORMED, AND CORRECT UNSATISFACTORY CONDITIONS WHICH WOULD PREVENT PROPER ANO TIMELY COMPLETION OF THE WORK. 00 NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 3. 2 f'OFIM CONSTRUCTION: • 1 '2 . 3 • 4 .5 . 6 .7 • 8 GENERAL: A. CONSTRUCT FOl'IMI COMPLYl'NG WITH ACI 347, TO TH« EXACT SIZES, SHAPES, LINES, AND DIMENSIONS SHOWN, AND AS REQUIRED TO OBTAIN ACCURATE ALIGNMENT, LOCATION, GRADES, LEVEL, AND PLUMB WORK IN FINISH STRUCTURES. II, PROVIDE FOR OPl:NINGS, OFFSETS, SINKAGES, KEYWAYS, RECESSES, MOLDINGS, REGLETS, CHAMFERS, BLOCKING, SCREEDS, BULLHEADS, ANCHORAGES, INSERTS, ANO OTHER FEATURES REQUIRED. USE SELECTED MATERIALS TO OBTAIN REQUIRED FINISHES. C, FOAMS FOR OPENINGS, AND CONSTRUCTION WHICH ACCOMMODATloS INSTALLATION BY OTHER TRADES WHOSE MATERIALS ANO PRODUCTS MUST BE FABRICATED BEFORE THE OPPORTUNITY EXISTS TO VERIFY THE MEASUREMENTS OF ADJACENT CONSTRUCTION WHICH AFFECTS SUCH INSTALLATIONS, SHALL BE ACCURATEL'I' SIZED AND LOCATED AS DIMENSIONl,D ON THE DRAWINGS. IN THE EVENT THAT DEVIATION FROM THE DRAWING DIMENSIONS RESULTS IN PROBLEMS IN THE FIELD, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESOLUTION OF THE CONDITIONS AS APPROVED BY TliE ARCHITECT, WITHOUT ADDITIONAL EXPENSE TO THE OWNER. FABRICATION: A. FABRICATI! FORMS FOR EASY REMOVAL WITHOUT HAMMERING OR PAYING AGAINST CONCRETE SURFACES. II. PROVIDI: TEMPORARY OPENINGS WHEAi: INTEAIOR Al'IEA OF FOAM-WORK IS INACCESSIBLE FOR CLEANOUT, FOR INSPECTION BEFORE CONCRETE PLACEMENT, AND FOR PLACEMENT OF CONCRETE. FALSEWORK: A, ERECT FALSl!WOPU( AND SUPl>OAT, lll'IACII! AND MAINTAIN IT TO SAFELY SUPPORT VERTICAL, LATERAL, AND ASYMMETRICAL LOADS APPLIED UNTIL SUCH LOADS CAN BE SUPPORTED BY IN-PLACE CONSTRUCTION. FOAMS FOR EXPOSED CONCRETE: A. DAILL FORMS TO SUIT TIES USED AND TO PREVENT LEAKAGI! Of CONCRETE MORTAR AROUND TIE HOLES. DO NOT SPLINTER FOAMS BY DRIVING TIES THROUGH IMPROPERLY PREPARED HOLES • 1!1. PROVIDE SHARP, CLEAN CORNERS AT INTERSECTING PLANES, WITHOUT VISIBLE EDGES OR OFFSETS. C. ASSEMBLE FORMS SO THEY MAY BE READILY AEMOVl!'O WITHOUT DAMAGE TO EXPOSED CONCRETE SURFACES. COANEA TREATMENT: UNLESS SHOWN OTHERWISE, FOAM CHAMFERS WITH 3/4" X 3/4" STRIPS, ACCURATELY FORMED ANO 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. CONTROL JOINTS: LOCATE AS INDICATED • PROVISION FOR OTHER TRADES: PROVIDE OPENINGS IN CONCRETE FORMWORK TO ACCOMMODATE WORK OF OTHER TRADES. VERIFY SIZE ANO LOCATION OF OPENINGS, RECESSES AND CHASES WITH THE TRADE REQUIRING SUCH ITEMS. ACCURATELY PLACE ANO SECURELY SUPPORT ITEMS TO BE BUILT INTO FORMS. CLEANING ANO TIGHTENING: THOROUGHLY CLEAN FOAMS AN 0 ADJACENT SURFACES TO Rl!CEIVE CONCRETE. REMOVE CHIPS, WOOD, SAWDUST, DIRT, AND OTHER DEBRIS JUST BEFORE CONCRETE IS PLACED. RETIGHTEN FORMS IMMEDIATELY AFTlcR CONCAElE PLACEMENT AS REQUIRED TO ELIMINATE MORTAR LEAKS. I - 3.3 3.4 3.1 INSTALLATION OF EMBE!DDED ITEMS: .1 SET AND BUILD INTO THE WORK ANCHORAGE DEVICES AND OTHER EMBEDDED ITEMS REQUIRED FOR OTHER WORK THAT IS ATTACHED TO, OR SUPPORTED av. CAST-IN-PLACE CONCRETE. .2 EDGE FORMS ANO SCREED STRIPS FOR SLABS. SET EDGE FORMS OR BULKHEADS ANO INTERMEDIATE SCREED STRIPS FDR SLABS TO OBlAIN REQUIRED ELEVATIONS AND CONTOURS IN THE FINISHED SLAB SURFACE. PROVIDE AND SECURE UNITS TO SUPPORT TYPES OF SCREEDS REQUIRED. REMOVAL OF FORMS: .1 FORMWOAK NOT SUPPORTING CONCRETE. SUCH AS SIDES OF BEAMS, WALLS, COLUMNS, AND SIMILAR PARTS OF THE WORK, MAY BE REMOVED AFTER CUMULATIVELY CURING AT NOT LESS THAN 50 DEGREES F FOR 24 HOURS AFTER PLACING CONCRETE, PROVIDED CONCRETE IS SUFFICIENTLY HARD TO NOT BE DAMAGED BY FOAM REMOVAL OPERATION, AND PROVIDED THAT CURING AND PROTECTION OPERATIONS ARE MAINTAINED. • 2 FOAMWOAK SUPPORTING WEIGHT OF CONCRETE, SUCH AS BEAM SOFFITS, JOISTS, SLABS AND OTHER STRUCTURAL ELEMENTS MAY NOT aE REMOVED IN LESS THAN 14 DAYS, ANO NOT UNTIL CONCRETE HAS ATTAINED DESIGN MINIMUM 28 DAY COMPRESSIVE STRENGTH. DETERMINE POTENTIAL COMPRESSIVE STRENGTH OF IN-PLACE CONCRETE BY TESTING FIELD-CURED SP!cCIMENS REPRESENTATIVE Of THE CONCRETE LOCATION OR MEMBERS, AND SPECIFIED IN OTHER SECTIONS. 1'11!-USe OF FOAMS: .1 CLEAN AND REPAIR SURFACES OF FORMS TO BE REUSED IN THE WORK. SPLIT, FRAYED, OELAMINATEO OR OTHERWISE DAMAGED FOAMFACING MATERIAL WILL NOT BE ACCfPTABLE. APPLY NEW FORM COATING COMPOUND MATERIAL TO CONCRETE CONTACT SURFACES AS SPECIFIED FOR NEW f'ORMWORK. WHEN FOAMS ARE REUSED FOR SUCCESSIVE CONCRETE PLACEMENT, THOROUGHLY CLEAN SURFACES, REMOVE FINS AND LAITANCE, AND TIGHTEN FOAMS TO CLOSE ALL JOINTS. ALIGN AND SECURE JOINTS TO AVOID OFFSETS. SJ;,C.IIOli" .. "Q.a.iQ.Q c.Q.N.CBETE IJEltlE0RCEM.£..N.I PABT 1 • GENl!flAL 1 .1 DESCRIPTION: . 1 RELATED WORK DESCRIBED ELSEWHERE: A. CONCRETE FORMWORK: SECTION 03100 1. 2 QUALITY ,l$SURANCE: .1 COMPLY WITH PERTINENT PROVISIONS OF FOLLOWING STANDARDS, EXCEPT AS HEREIN MODIFIED: , 2 CONCRETE REINFORCING STEl:L INSTITUTE (CASI) "MANUAL OF STANOARO PRACTICE"; . 3 AMERICAN CONCRETE INSTITUTE (ACI) 318. . 4 MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURE (ACI) 315. 1. 3 IUBMITTALS; . 1 COMPLY WITH PERTINENT PROVISIONS OF SECTION 01300. . 2 SHOP DRAWINGS, REINFORCEMENT: SUBMIT SHOP DRAWINGS FOR FABRICATION, BENDING, ANO 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 ANO OPENINGS THROUGH CONCRETI: STRUCTURES. . 3 MILL CERTIFICATES: SUBMIT STEEL PRODUCER'S CEATIFICATl:S OF MILL ANALYSIS, TENSILE, AND BEND TESTS FOR REINFORCING STEEL. 1. 4 PRODUCT HANDLING: . 1 .2 DELIVERY: DELIVER REINFORCEMENT TO THE JOB SITE BUNDLED, TAGGED, ANO MARKED. USE METAL TAGS INDICATING BAR SIZE, LENGTHS, AND OTHER INFORMATION CORRESPONDING TO MARKINGS SHOWN ON PLACEMENT DIAGRAMS • STORAGE: STORE REINFORCEMENT AT THE J08 SITE IN A MANNER TO PREVENT DAMAGE AND ACCUMULATION OF DIRT AND EXCESSIVE RUST. PART 2 • PRODUCTS 2 .1 MATERIALS: 2.2 .1 REINFORCING BAAS: COMPLY WITH ASTM A 615-79 (DEFORMED BARS). NO. 5 BAAS ANO SMALLER, GRADE 40; ALL OTHERS GRADE 6 0. . 2 STEEL WIRE: COMPLY WITH ASTM A 82. • 3 WELDED WIRE FABRIC: COMPLY WITH ASTM A 185-73. .4 SUPPORTS FOR REINFORCEMENT: BOLSTERS, CHAIRS, SPACERS, AND OTHER DEVICES FOR SPACING, SUPPORTING, ANO FASTENING REINFORCEMENT IN PLACE; A. USE WIRE BAA TYPE SUPPORTS COMPLYING WITH CRSI RECOMMENDATIONS, UNLESS OTHERWISE INDICATED. DO NOT USE WOOD, BRICK, AND OTHER UNACCEPTABLE MATERIALS. EL FOR SLABS ON Gl'IAOI:, USE SUPPORTS WITH SANO PLATES OR HORIZONTAL RUNNERS WHERE BASf MATERIAL WILL NOT SUPPORT CHAIR LEGS . C. FOR EXPOSED-TO-VIEW CONCRETE SURFACES, WHEAi: LEGS OF SUPPORTS ARE IN CONTACT WITH FOAMS, PROVIDE SUPPORTS WITH EITHER HOT-DIP GALVANIZED OR PLASTIC- PROTECTED LEGS. FABRICATION: .1 GENERAL: FABRICATE REINFORCING BAAS TO CONFORM TO REQUIRED SHAPES AND DIMENSIONS, WITH FABRICATION TOLERANCES COMPLYING WITM CRSI MANUAL. IN CASE OF FABRICATING ERRORS, DO NOT REBEND OR STRAIGHTEN REINFORCEMENT IN A MANNER THAT WILL INJURE OR WEAKEN THE MATERIAL. . 2 UNACCEPTABLI!! MATERIALS: REINFORCEMENT WITH ANY OF THE FOLLOWING DEFECTS WILL NOT BE PERMITTEO IN THE WORK: A. BAA 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 OTHEFI CAUSE. PART 3 • EXECUTION 3. 1 INSPECTION; . 1 EXAMINli THE SUBSTRATE, FORMWORK, ANO THE CONDITIONS UNDER WHICH CONCRETE REINFORCEMENT IS TO Bl!! PLACED, AND CORRECT CONDITIONS WHICH WOULD PREVENT PROPER AND TIMELY COMPLETION OF THE WORK. DO NOT PROCEED WITH THE WORK UNTIL IINSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 3.2 INSTALLATION: .1 COMPLY WITH THE SPECIFIED STANDARDS FOR DETAILS ANO METHODS OF REINFORCEMENT PLACEMENT AND SUPPORTS, AND AS HEREIN SPECIFIED. .2 CLEAN REINFORCEMENT TO REMOVE LOOSE RUST AND MILL SCALI!!, EARTH, AND OTHER MATERIALS WHICH REDUCE OR DESTROY BOND WITH CONCRETE. . 3 POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT BY FORMWORK, CONSTRUCTION, OR CONCRETE PLACEMENT OPERATIONS. .4 INSTALL WELDED WIRE FABRIC IN AS LONG LENGTHS AS PRACTICABLE. LAP ADJOINING PIECES AT LEAST ONE FULL MESH. . 5 SPLICES: PROVIDE STANDARD REINFORCEMENT SPLICES BY LAPPING ENOS, PLACING BAAS IN CONTACT, AND TIGHTLY WIRE TYING. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" RLA _____ Exp, ___ _ REVIEWED BY: INSPECTOR DATE DATE t---+--t---------+--+---+---+--1 ~ CITY OF CARLSBAD ~5 LU PLANNING DEPARU(NT ~ t---t------f-----------------+---1--~'-----t~--J t~:'.ON~S::T::AU~C;T;IO=N~S==PE::C::l::F::IC::A:::T::IO::N:::S=F::O:::R=, =======-====: DATE INITIAL ENG I NE ER OF WOOK REVISION DESCR!PT!ON DATE IHITIAL DATE INITIAL OTHER APPROVAL C !TY APPR□V AL RANCHO CARRILLO VILLAGES 'A,B,C&cD' APPROVED ,k"'//.,,,? =~Y~/2;'~'.:x~c;:;:;;;----~21-(/Jr ASSISTA,.....,.LANNING DIRECTOR t!ATE DWN BY: PROJECT NO. DRAWING NO. CHKO BY: ___ _ RVWO BY: CT97-02 359-?L IIC:TI.Otl fUJQO CONCR_ETE ELATWQB.K PART 1 • GENl!~AL. 1 . 1 1.2 1. J 1.4 1. 5 1. S 1 . 7 1 '. SUMMARY: THE GENEPIAL CONDITIONS, l!IUl'l'Ll!MENTAPIY CONDITIONS AND DIVISION 1 ARE A PART OF THIS SECTION, AND THE CONTRACT FOR THIS WORK, AND APPLY TO THIS SECTION AS IF REPEATED HEREIN. SCOPE: FURNISH ALL LAl!IOR, MATERIAL AND EQUIPMENT Nl!Cl!!SSAPIV TO l'Uf'INISH AND INSTALL COMPLETE IN PLACE, ALL CONCRETE, FORM WORK AND REINFORCING AS INDICATED DN THE DRAWINGS ANO/OR SPECIFIED HEREIN. SUBMITTAL$: SAMPLe FINISH: CONSTRUC'f CONCl'll!!TI!! SLAl9S, l!ACH 2 Fl!l!!T l!IV 2 FEET SHOWING THE VARIOUS FINISHES OF CONCRETE. FINISHES MUS'f 8 E ACCEPTABLE TO THE OWNER PRIOR TO THE PLACEMENT OF SLABS ON GRADE AND PAVING OF STAIRS. SAMPLES SHALL BE USED TO ESTABLISH DUAL.ITV CONTROL THROUGHOUT THE PROJECT. GUARANTEES AND REPLACEMENT: A. DEFECTIVE; CONCRETE WORK: CONCl'IET!! FINISH WHICH IS DAMAGED, WHICH IS NOT PERFECTLY TRUE TO LINE ANO PLACli, WHICH DOES NOT PITCH TO DRAIN, WHICH IS NOT THOROUGHLY TROWELED AND PROPERLY SURFACED AS SPECIFIED, WHICH OOES NOT CONTACT AT ALL POINTS AGAINST A STRAIGHT EDGE, WHICH SCUFFS OR HAS ANY ROUGH TOP SURFACE, WHICH IS CRACKED, WHICH DOES NOT CONNECT PROPERLY TO ADJOINING WORK, WILL NOT BE ACCEPTED AND SHALL BE REMOVED BY THE CONTRACTOR AND REPLACED BY HIM WITH CEMENT FINISH COMPLYING WITH THE REQUIREMENTS OF THE SPECIFICATIONS. 11. IF WITHIN ONE VEAR FROM COMPLETION OF THIS CONTRACT, SPALLING OR POPPING OF CONCRETE SURFACE OCCURS DUE T 0 CHEMICAL REACTION OF AGGREGATE OR OTHER CAUSES, THE CONTRAC'fOR SHALL RliMOVE 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 l!IUILDING CODE. COMPLY WITH THE FOLLOWING REFERENCI: STANDARDS, UNLl:SS MODIFIED BY BUILDING CODE, OR HEREIN; "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRlaTE", ACI 318-77. "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK", ACI 347-&6. "RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING", ACI 306-66. "RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING", ACI 305-72, "RECOMMENDED PRACTICE FOR SELECTING PROPORTIONS OF CONCRETE", ACI 613-54. "RECOMMENDED PRACTICE FOR MEASURING, MIXING, TRANSPORTING AND PLACING CONCRETE", ACI 304-73. REFERENCED ASTM STANDARDS OF CURRENT ISSUE. CITY OR COUNTY CODES FOR WORK UPON PUBLIC PROPERTY. TESTS ANO INSPECTIONS: .1 TliSTS: TESTS OF CONCRETE SHALL !IE MADE IIV A TESTING LAl!IOAATOFIV APPROVED BY HIE OWNER. COST OF SAMPLING AND TESTING REQUIRED BY THESE SPECIFICATIONS SHALL BE BORNE BY THE OWNER EXCEPT THAT ANY RE-TESTING OF NON-CONFORMING MATERIAL SHALL BE PAID FOR BY THE CONTRACTOR, . 2 INSPECTION: INSPECTIONS Hl!Rl!IN SPl!CIP'll!iD SHALL Bl! MADI! ilV THI! OWNl!!R, THE CONTRACTOR SHALL REQUEST INSPECTION FORTY-EIGHT HOURS IN ADVANCE OF THE TIME INSPECTION IS REQUIRED. INSPECTION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: UPON COMPLETION OF PREPAPIATION OF SUl!IGRADIE, UPON COMPLETION OF FORMING. UPON COMPLETION OF REINFORCING. UPON COMPLETION OF CONCRETE FINISHING. WHEN ALL CONSTRUCTION WORK HAS BEEN COMPLETED, THIE CONTRACTOR SHALL CALL FOR A COMPLETE INSPECTION BEFORE PROCEEDING WITfl TflE SOIL PREPARATION ANO PLANTING PHASES OF THE PROJECT. LAYOUT OF WOAK AND C!!RTIFICA'flON OF FINISH GRADES; THE CONTRACTOR SHALL l!MPLOV, AT HIS OWN EXPENSIE, A RfGISTEfllEll CIVIL ENGINEER OR LICENSED LAND SURVEYOR, APPROVED BV THE INSPECTOR, TO LAV 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. GENERAL REQUIREMl!NTS: . 1 ALL SCALl!D OIMl!Nl910NS APII APPPIOXIMATI!. Bl!l'OFII! PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK ANO VERIFY ALL DIMENSIONS ANO SHALL IMMEDIATELY INFORM THE INSPECTOR AND OWNER OF ANY DISCREPANCY BETWEEN THE DRAWINGS ANO/OR SPECIFICATIONS ANO ACTUAL CONDITIONS. . 2 THE CONTRACTOR SHALL TAKI: EVERY PRECAUTION TO PROTECT ALL ADJACENT SURFACES FROM SPLATTERING ANO DEFACING OF ANY KIND. . 3 RlilNFORCl!Ml!NT SHALL Ill! STORED OFF THI! GROUND AND SHALL BE PROTECTED TO PREVENT RUST ANO TO KEEP CLEAN ANO FREE OF GREASE, OIL, DIRT AND OTHER OBJECTIONABLE MATERIALS. STORAGE SHALL BE IN SEPARATE PILES OR RACKS TO AVOID CONFUSION OR LOSS OF IDENTIFICATION AFTER BUNDLES ARE BROKEN. PART 2 · 1!.l'IODUCTS 2.1 MATERIALS: '1 .2 .3 .4 PORTLAND Cl!Ml!!NT: ASTM C 150, TYPI! I OR II. FOi'! EXPO!!EO CONCRETE, USE ONLY ONE BRAND FROM ONE MILL LOT. CONCRETE AGGREGATES: ASTM C 33. USE AGGREGATES FFIOM SAME SOURCE AND PIT FOR ENTIRE PROJECT. MIXING WATER: FRESH, CLEAN AND POTABLE, FREI! FORM INJURIOUS AMOUNTS OF OIL, ACID, ALKALI OR ORGANIC MATTER. MIXING OF CONCRETE: ALL TRANSIT-MIXED CONCRETE SHALL 19 I! MIXED AND DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR EASY MIXED CONCRETE, ASTM SPECIFICATIONS C-94. I .5 ,6 l!Xl'ANSION JOINT PILLl!PI: SHALL 91! PPll!·MOLDl!D, NON-ASl'HALT FIBERBOARD, HEIGHT AS NOTED ON 01:TAILS. JOINT SEALER: ASTM D 1190, HOT-POURED TYPE. , 7 STANDARD REQUIREMENTS: CLASS "A" CONCRl!TE SHALL CONTAIN NOT LESS THAN 6-1/2 SACKS OF CEMENT PER CUBIC YARD, AND SHALL BE PROPORTIONED TO ATTAIN A MAXIMUM CYLINDER STRENGTH OF 2,000 PSI IN 28 DAYS. COMPRESSIVE STRENGTHS ARE TO BE DETERMINED IN ACCORDANCE WITH ASTM C-39. . 8 WATERPROOFING MATERIAL: SHALL BE THO RO-SEAL, SINAK O fll APPROVED EQUAL. . 9 REINFORCING BARS: ASTrtA A 615, GRADIE 40 FOR REINFORCEMENT IN CONCRETE BLOCK MASONRY AND BRICK MASONRY. ASTM A 61 5, GRADE 40 FOR CONCRETE REINFORCEMENT. BUNDLE ANO TAG WITH IDENTIFICATION AND HEAT NUMBER. .10 Wt:'LPEO WIRE FABRIC: ASTM A 185, l:l<CEPT THAT ULTIMATI! STRENGTH NEED NOT EXCEED 55,000 PSI. 01:LIVER AND PLACE FABRIC IN FLAT SHEETS. , 11 SUPPORTS ANO SPACERS: TYPES AND SIZES REQUIRED T 0 MAINTAIN POSITIONING OF l!IARS AND WIR!: FABRIC IN LOCATIONS SHOWN ON DRAWINGS DURING CONSTRUCTION SHALL BE PRECAST CONCRETE CUBES WITH TIE WIRES. . 1 2 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 II.ND AREAS RECEIVING IT MUST BE APPROVED BY THE ARCHIT~CT. U.BT :I -i!XECUTIQt:I 3 .1 GENERAL WORK PAOCl!DURES: WORK PROCEDURES SHALL FOLLOW CU!ITOMAPIV PRACTICES, AND SHALL BE AS SHOWN AND INTENDED BY DRAWINGS, DETAILS, AND SPECIFICATIONS ANO SHALL COMMENCE WITH THE STAKING AND ALIGNMENT OF ALL LOCATIONS OF WORK. CONTRACTOR MUST OBTAIN TlfE INSPECTOR'S APPROVAL BEFORE COMMENCEMENT OF WORK, . 1 MIXING OF CONCRETE: ALL TRANSIT-MIXED CONCRETE SHALL BI! MIXED ANO DELIVEREO IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR READY MIXED CONCRETE, ASTM SPECIFICATIONS C-94. . 2 TESTS OF CONCRETE SHALL BE MADE BY A TESTING LABORATORY APPROVED BY THE INSPECTOR. COST OF SAMPLING ANO TESTING REQUIRED BY THESE SPECIFICATIONS SHALL BE BOANE BY THE OWNER EXCEPT THAT ANY RE"TESTING CAUSED BY THE CONTRACTOR'S NEGLIGENCE SHALL BE PAID FOR BY THE CONTRACTOR. .3 CEMENT SHALL BE TESTED IN ACCORDANCE WITH THE LATEST REQUIREMENTS OF THE AMERICAN SOCIETY FOR TESTING MATERIALS. . 4 STORAGE:: CEMENT SHALL IIIE STORED IN SUCH A MANNER AS T 0 PREVENT DETERIORATION, OR THE INTRUSION OF FOREIGN MATTER. 3. 2 CIIIADING: .1 FOUNDATIONS ANO WALKWAYS CAN BE FOUNDED ON COMPACTED MATERIALS, DAV DENSITY AT LEAST 90¾ OF THAT DENSITY DETERMINED BY ASTM TEST METHOD D 1557-70. . 2 EXCAVATE FOR ALL WORK SUFFICIENTLY TO CONSTFIUCT WORK TO LINE AND GRADE AS SHOWN ON DRAWINGS AND AS DIRECTED. EXCAVATIONS SHALL BE OF WIDTH SUFFICIENT TO PERMIT PROPER INSTALLATION, CONSTRUCTION ANO REMOVAL OF FORMS. , 3 FOOTING EXCAVATIONS SHALL NOT BE LOWER THAN FOOTING GRADING AND SHALL BE DEAD LEVEL IN ACCORDANCE WITH ACCEPTABLE STANDARDS ANO PRACTICES AS NECESSARY TO PROVIDE A UNIFORM BEARING FOR THE FOOTING. IF SOFT SPOTS ARE ENCOUNTERED, Tl-IE SOFT MATERIAL SHALL BE REMOVED AND HAULED FROM SITE AND THE EXCAVATION BACKFILLED AS blRECTED WITH MATERIAL SUITABLE FOR PROPER COMPACTION. .4 MAINTAIN PROPER DRAINAGE AT ALL TIMi!:S AND KEEP OPERATIONS CLEAN AND FREE FROM ACCUMULATED MATERIALS. 3. 3 FOPIMS, CONSTRUCTION, PLACEMENT: . 1 FORMS; SET FOAMS TO CONFOPIM TO PLANS, SECTIONS AND .2 • 3 • 4 . 5 .e DETAILS AS DIRECTED. ALL EDGES AND LINES SHALL BE TRULY VERTICAL, HORIZONTAL OR CURVED AS SHOWN ON DRAWINGS. .A FORMS SHALL BE OF THE BEST TYPE FOR THE PURPOSE, RIGIDLY CONSTRUCTED, ANO PROVIDING FOR ANY SPECIAL BUILT•IN FEATURES, AS INDICATED. .19 WOOD FORMS SHALL BE FREE FROM CUPPING, WARPING, LARGE OR LOOSI': KNOTS. JOINTS SHALL BE Bl'IOKEN ANO DOUBLE NAILED. WOOD FORMS SHALL BE TREATED WITH THOMPSON WATER SEAL, NAC CRlcTE, OR HUNTS PROCESS TF~ OR APPROVED EQUAL. CONS'fRUCTION JOINTS: LOCATE AND CONSTRUCT JOINTS ON CONCRETE FLAT WORK AS INDICATED ON DETAIL. IN ADDITION, EXPANSION JOINTS SHALL BE LOCATED AS INDICATED ON PLANS. l!IEFORE CONCRETI! IS PLACED IN ANY FORM, THE CONTRACTOR SHALL ERECT AND INSTALL AT OR UPON THE FORM WHATEVER DEVICES, sue~, AS STRETCHED WIRES, PLUMB LINES, ETC,, DEEMED NECESSARY BY THE INSPECTOR TO INDICATE CORRECTLY THE AMOUNT ANO DIRECTION OF ANY DISPLACEMENT OF TllE FOAMS WHILE CONCRl"TE IS BEING PLACED THEREIN. HIE CONTRACTOR SHALL PROVIDE SUFFICIENT CAPABLE WORKMEN AND PROPER MATERIALS TO CORRECT THE DISl>LACEMENT WHICH MAY OCCUR AND TO PREVENT FURTHER MOVEMENT, AS DIRECTED, REINFORCEMENT SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS, TOGETHER WITH ALL NECESSARY WIRE TIES, SPACERS AND SUPPORTS TO INSTALL AND SECURE THE REINFORCEMENT PROPERLY. IT SHALL BE FREE OF RUST, SCALE, OIL, GREASC:, BOND BREAKER COMPOUND, DRIED MORTAR AND OTHER COATINGS. SANDBLASTING OF THE REINFORCEMENT SHALL BE EMPLOYED AT THE OPTION Of THE ARCHITECT TO REMOVE ANY OF THE ABOVE COATINGS TO OBTAIN FULL BONO. PLACEMENT OF REINFORCEMENT SHALL l!IE DONE ACCURATELY AND SECURELY USING CONCRETE CUBES. SUPPORT FOR REINFORCE- MENT SHALL COMPLY WITH REQUIREMENTS Of "THE CASI MANUAL OF STANDARD PRACTICE''. ALL REINFORCEMENT SHALL 81! MADI! CONTINUOUS EXCEPT AS OTHERWISE DETAILED. SPLICES OF REINFORCEMENT IN CONCRETE SHALL BE MADE BY LAPPING BARS OF 40 GRACE STEE:L NOT LESS THAN 30 BAR DIAMETERS. MINIMUM LENGTH OF ANY LAP SHALL BE 1'-6". SPLICES IN ADJACENT BARS SHALL BE STAGGERED 4'·0" MINIMUM. WIRE FABRIC SHALL BE SPLICED BY LAPPING 8" MINIMUM. 3.4 -.. • 7 ALL Dl!!TAILING AND FABRICATION OF REINl'OACINCl, UNLl!SS OTHERWISE NOTED ON THE PLANS OR IN THESE SPECIFICATIONS, SHALL FOLLOW THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", ACI 315. • & CONCRETE SHALL NOT BE PLACED OVER REINFORCEMENT, PIPl!S, CONDUIT, FORMS, ETC., UNTIL SUCH WORK HAS BEEN INSPECTED ANO APPROVAL GIVEN BY THE OWNER TO PROCEED WITH THE WORK. . 9 BEFORE CONCRETE IS PLACED, FORMS SHALL Be CLEANED OUT AND WET DOWN, GROUND SURFACES SHALL BE DAMP AT THE TIME CONCRETE IS PLACED THEREON. ITEMS TO BE EMBEDDED IN THE CONCRETE SHALL BE IN PLACE, AS REQUIRED. .1 O CONCRETE SHALL BE PLACED BEFORE INITIAL SET HAS OCCURRED. THE CONCRETE SHALL BE WORKED THOROUGHLY INTO ALL CORNEAS AND ANGLES OF FORMS. CARE SHALL BE TAKEN THAT N 0 SEGREGATION OF AGGREGATE OCCURS. IMMEDIATELY AFTER PLACEMENT, THE CONCRETE SHALL BE PROPERLY FORKED BACK ALONG THE FACES OF ALL FORMS, USING STANDARD CONCRETE FORKS, SPADES OR OTHER APPROVED EQUIPMENT. IN SCREEDING FLAT WORK, CONTRACTOR SHALL DOUBLE STRIKE-OFF CONCRETE AS DIRECTED BEFORE PROCEEDING WITH TROWELING. . 11 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. .l!I USE STANDAl'ID TOOLS 'TO PRODUCE ROUNDED EDGE CORNERS AND LINE SCORING. . 1 2 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 FEE'f ONLY WILL BE PERMITTED. JOINTS ANO EDGES SHALL BE STRAIGHT AND TRUE AND FINISHED WITH JOINTING ANO EDGING TOOLS. . A TROWEL ALL CONCRETE SURFACl!S UNTIL FREE FROM DEFECTS OR BLEMISHES, AFTER TESTING WITH A STRAIGH'f EPG!c AND ELIMINATING HIGH AND LOW SPOTS. .8 AFTER REMOVAL OF FORMS, THE DEPRESSION ALONG THE EDGE OF CONCRETE SHALL BE BACKFILLED WITH SOIL AND TAMPED TO PROPER COMPACTION AND GRADE. . C IF WEATHER CONDITIONS ARE SEVERE ENOUGH TO DRY OUT THE CONCRETE SURFACE, THE SURFACE SHALL BE KEPT MOIST AS DIRECTED WITH A FINE FOG SPRAY UNTIL FINISH TROWELING IS COMPLETED . . D II.LL FINISHED CONCRl':TE SHALL B.E BARRICADED FOR 'THREE DAYS. BARRICADES SHALL BE PLACED IMMEDIATELY AFTER FINISHING THE WORK. THE CONTRACTOR SHALL FURNISH, PLACE AND REMOVf ALL OF HIS OWN BARRICADES. MONOLITHIC SLAB FINISHES: , 1 FLOAT FINISH: APPLY FLOAT FINISH TO MONOLITHIC SLAB SURFACES TO RECEIVE TROWEL FINISH ANO OTHER FINISHES AS HEREINAFTER SPECIFIED, AND SLAB SURFACES WI-IICH ARE TO BE COVERED WITH MEMBRAN!a OR ELASTIC WATERPROOFING, AND AS OTHERWISE INDICATED. A. AFTER SCREENING, CONSOLIDATING, AND LEVliLING CONCRETE SLABS, DO NOT WORK SURFACI! UNTIL READY FOR FLOATING. BEGIN FLOATING WHEN SURFACE WATER HAS DISAPPEARED OR WHEN CONCRETE HAS STIFFENED SUFFICIENTLY TO PERMIT OPERATION OF POWER-DRIVEN FLOATS, OR BOTH. CONSOLIDAH'P SURFACE WITH POWER- DRIVEN FLOATS, OR BY HANO-FLOATING IF AREA IS SMALL OR INACCESSIBLE TO POWER UNITS, CHECK AND LEVEL SURFACE PLAN TO A TOLERANCE NOT EXCEEDING 1/4" IN 1 O' WHEN TESTED WITH A 10' STRAIGHTEDGE, CUT DOWN HIGH SPOTS AND FILL LOW SPOTS. 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 SURFACl:S 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"lROWELING OPERATION, FREE OF TROWt,L 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 FLGOR COVERING SYSTEM. 3.5 3.6 3.7 3.8 B. CONCRETE MOW CURBS AND BANDING SHALL HAVE $MOOTH TROWEL FINISH, FLOAT AND TROWEL TO A PERFECTLY SMOOTH FINISH WITH AT LEAST TWO SEPARATE STEEL TROWEL OPERATIONS. • 3 APPLY NON-SLIP BROOM FINISH WHERE INDICATED. A. IMMEDIATELY AFTER TROWEL FINISHING, ROUGHl!N CONCRETE SURFACE BY BROOMING WITH FIBER BRISTLE BROOM PERPENDICULAR TO MAIN TRAFFIC ROUTE. COORDINATE REDUIREb FINAL FINISH WITH ARCHITECT BEFORE APPLICATION. CURING: .1 GENERAL: PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING ANO EXCESSIVE COLO OR HOT TEMPERATURES, A. START INITIAL CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM CONCRiTE SURFACE AFTER PLACING AND FINISHING, WEATHER PERMITTING, KEEP CONTINUOUSLY MOIST FOR NOT Less THAN 7 DAYS, B. BEGIN FINAL CURING PROCEDURES IMMEDIATELY FOLLOWING INITIAL CURING AND BEFORE CONCRETE HAS DRIED . CONTINUE FINAL CURING FOR AT LEAST 7 DAYS IN ACCORDANCE WITH ACI 301 PROCEDURES. AVOID RAPID DRYING AT END OF FINAL CURING PERIOD . .2 CURING METHODS: PERFORM CURING OF CONCRETE BY MOIST CURING, av MOISTURE-RETAINING COVER CURING, BY CURING COMPOUND, AND BY COMBINATIONS THEREOF. • 3 DO NOT USE MEMBRANE CURING COMPOUNDS ON SURFACES WHICH ARE TO BE COVERED WITH COATING MATERIAL APPLIED DIRECTLY TO CONCRETE, LIQUID FLOOR HARDENER, WATERPROOFING, FLOORING, PAINTING, AND OTHER COATINGS AND FINISH MATERIALS, UNLESS OTHERWISE ACCEPTABLE TO ARCHITECT. PATCHING AND FINISHING: .1 ALL EXPOSED CONCRETE WHICH IS ABOVE GROUND AND IS NOT FORMED AS SHOWN ON THli DRAWINGS, OR FOR ANY REASON IS OUT OF ALIGNMENT, OR IS NOT TRUE, OR IS NOT PLUMB OR LEVEL, OR IS NOT OTHERWISE IN TRUE AND CONTINUOUS FORM, SHALL BE CONSIDERED AS NOT CONFORMING WITH THE INTENT OF THE SPECIFICATIONS. THE MAXIMUM PERMISSIBLE DEVIATION FROM TRUE STRAIGHT SURFACES SHALL BE 1/8" IN 10'. THE CONTRACTOR IS CAUTIONED 'THAT ALL SURFACES NO'f MEETING THI: ABOVE REQUIREMENTS SHALL BE MACHINE GROUND AND HONED TO COME WITHIN THE ABOVE TOLERANCE OR SHALL BE REMOVED AND REPLACED AS DIRECTED AT THC: DISCRETION OF THE ARCHITECT. ' . 2 THE CONTRACTOR SHALL REMOVE DEFECTIVE CONCRETE FROM THE JOB AT HIS EXPENSE OR IF PERMISSION IS GIVEN BY THE ARCHITECT, PATCH DEFEC'flVE CONCRETE AT HIS OWN EXPENSE, .3 APTER THE FORMS HAVE BEEN REMOVED, ALL CONCRE'fE SURFACES SHALL BE INSPECTED AND ANY POUR JOINTS, VOIDS, STONE POCKETS OR OTHER DEFECTIVE AREAS PERMITTED BY 'THE ARCHITECT TO BE PATCHED, AND ALL TIE HOLES, SHALL BE PATCHt,0 BEFORE THE CONCRETE IS THOROUGHLY DRY. DEFECTIVE AREAS SHALL BE CHIPPED AWAY TO A DEPTH OF NOT LESS THAN ONE INCH WITH THE EDGES PERPENDICULAR TO THE SURFACE. THE AREA TO BE PATCHED ANO A SPACE OF AT LEAST SIX INCllES WIDE ENTIRELY SURROUNDING IT SHALL BE WETTED TO PREVENT ABSORPTION OF WATER FROM THE PATCHING MORTAR. A GROUT OF EQUAL PARTS OF PORTLAND CEMENT AND SANO WITH SUFFICIENT WATER TO PRODUCE A BRUSHING CONSISTENCY SHALL THEN 8 E WELL BRUSHED INTO THE SURFACE, FOLLOWED IMMEDIATELY BY THE PATCHING MORTAR, THE PATCH SHALL BE FINISHED IN SUCH MANNER AS TO MATCH THE ADJOINING SURFACE. FIELD QUALITY CONTROL: • 1 COPIES IN DUPLICATE OF THI: TEST REPORTS SHALi. BE SUBMITTED TO THE ARCHITECT WITH ADDITIONAL COPIES TO ANY GOVERNING AUTHORITIES. CLEAN-UP: • 1 REMOVE ALL EXCESS MATERIALS, EQUIPMENT AND ALL DEBRIS FROM THE SITE. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" RLA-----EXP- REVIEWED BY: INSPECTOR DATE DATE t-----t---t----------_-+---+----1---+---l _I s::::::H8EE=T '~c I=T=Y ==o=F===c A==R==L=S=B A==D::::::::.:::I ==~I ~ PL,lljHING DEPARTlol:NT i----1----;-----------------+---l---------l~--+---l ~ONSTRUCTION SPEC IF !CAT I DNS FDR 1 Lo.• ... ~ 1 .... ll.NI\IN ♦ "'•••In■ ,._,. ,olho Centre II .... Tow•• t:•1HN D,h-. IUille 140 a.o Pl-c• •111--tll.660.16?6 • Fu 161LIMIO DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL C !TY APPROVAL RANCHO CARRILLO VILLAGES 'A,B,C&D' A -;-;Pc;:-PR,.OV.-,ED-,;;j,:,,/·~--:<: /.,'f,Y'.,,.,~~~~=~---~ Z/·f ,f ASS!STAN1 rLANN!NG OJRECTOR DATE OWN BY: PROJECT NO. DRAWING NO, CHKD BY: ___ _ AVWO BY: CT97-02 359 -7L JECTICl'H Jl3.lil l,Qfil;.fll:Tl;__flNISHlliG PART 1 • GEN'El'IAL 1 .1 DESCRIPTION: 1 • 2 . 1 . 2 .3 WORK INCLUDID: Pl'IOVIDI CUl'IIN<I PINU!IHl!S GN CAST-IN-l"LACI! CONCRETE AS CALLED FOR ON THE DRAWINGS, SPECIFIED H!cREIN, AND NEEDED FOR A COMPLETE AND PROPER INSTALLATION. CLEAR FLOOR SEALER • RELATED WORK: A. I. DOCUMENTS Al'l'l!CTIN<I WOP'IK OF THIS SECTION BUT ARE NOT NECESSARILY LIMITED TO, CONDITIONS, SUPPLEMENTARY CONDITIONS, AND IN DIVISION 1 OF THESE SPECIFICATIONS. SECTION 03100: CONCRETE FORMWORK INCLUDI, GENERAL SECTIONS QUALITY ASSURANCE:: . 1 USE ADEQUATI! NUMlll!RS OF SKILLIEO WOPIKM•EN WHO Al'II! .2 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. EXCEPT AS MAY BE MODIFIED HEREIN OR OTHERWISE! DIRECTED BY THE ARCHITECT, COMPLY WITH ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS." 1. 3 PAODUCT HANDLING: . 1 COMPLY WITH Pl!ATINl!NT l"l'IOVISIONS OF IH!CTION 01600. PART 2 • PRODUCTS 2. 1 MATERIALS: . 1 GENERAL: .2 .3 ,4 '5 .7 A. I. CAREFULLY STUDY THI! DRAW'INGS ArtD THESI! SPECIFICATIONS, AND DETERMl'NE THE LOCATION. 1!:XTENT, AND TYPE OF REQUIRED CONCRl':TE FINISHES. AS REQUIRED FOR THE WORK, PROVIDE THE FOLLOWING MATERIALS, OR EQUALS APPROVED IN ADVANCE BY THE ARCHITECT. CONCRETE MATERIALS: COMPLY WITH fl!:RTINENT PROVISIONS Of SECTION 03300, EXCEPT AS MAY BE MODIFIED HEREIN. CURING AND PROTECTION PAPER: A. I. "SISALKRAFT, ORANGE LAlll!L"; EQUAL PRODUCTS COMPLYING WITH ASTM C 171. WHEAi CONCRETE WILL Bl EXP'OSED AND WILL ,■E SUBJECTED TO ABRASION, SUCH AS FLOOR SLABS, USE NON• STAINING PAPER SUCH AS "SISALKRAFT, SEEKURE 896", 0 R EQUAL PAPER FACED WITH POLYETHYLENE FILM. LIQUID CURING AGENTS: A. I. WHEAi! APPLICATION OF SP'l!!CIFll!!D l'INlSH MATEPIIALS WILL l!IE INHIBITED BY USE OF CURING AGENTS, CURI! 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. FOR CURING OTHER AREAS, USE A LIQUID Ml!MBRANI!· FORMING COMPOUND PEA ASTM C 309, TYPE 1D, CLASS B. SUPIFACE RETARDANT LIQUID COMPOUND: RUGASOL S, AS MANUFACTURED BY SIKA CORPORATION, BURKI! CO. RETARDER, 0 R APPROVED EQUAL. INTERIOR CONCRETE FLOOR SEALER/HAPIDENEPI: BURKE CO., SAN MATEO, CA. "AGGREGATE WB" OR APPROVED EQUAL. APPLY AT MIN. 200 S.F.IGAL. OVER SLABS WITH A WOOD FLOAT SURFACE. EXTERIOR INTEGRAL COLORED CONCRETE (2ND FLOOR BALCONY DECK) SEALER: SINAK CORP., SAN DIEGO, CA. P-105 SEALER. NO SUBSTITUTIONS. APPLY AT 175 S.F./GAL. 2. 2 OTHER MATERIALS: . 1 PROVIDE OTHIPI MATERIALS, NOT SPECIFICALLY Dl!!IICRH!IED II UT REQUIRl':D FOR A COMPLETE ANO PROPER INSTALLATION, AS SELECTED BY HIE CONTRACTOR SUBJECT TO THE APPROVAL OF THE ARCHITECT. !!AB.Lil • EXECUTION 3.1 SURFACE CONDITIONS: . 1 EXAMINE THI! ARl!AS AND CONDITIONS UNDl!PI WHICH WOPIK Of THIS SECTION WILL ee PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. 3. 2 l'INll!IHING OF FORMED SUPll'ACl!S: . 1 .2 GENERAL A. AFTll!FI PIEMOVAL 01' FOl'IMI, QIVE TH!! CONCRETE SUPIFACl!S ONE OR MORI':: OF THE FINISHES SPECIFIED BELOW WHERE SO INDICATED ON THE DRAWINGS. 1!1. REVISE THE FINISHES AS NEEDED TO SECURE THE APPROVAL OF THE ARCHITECT. AS-CAST FINISH: A. SMOOTH FOl'IM FINISH: 1. COORDINATE AS NECESSARY TO SECURE FOAM CONSTRUCTION USING SMOOTH, HARD, UNIFORM SURFACES, WITH NUMBER OF SEAMS KEPT TO A PRACTICAL MINIMUM AND IN A UNIFORM ANO ORDERLY PATTERN. 2. PATCH TII! HOLES AND Di<Fl!CTS. 3. REMOVE FINS COMPLETELY. 3.3 3,4 FINU!IHING SLAIS: . 1 FINISHING TOLl!:RANCl!!l5: TRUE PLAN·I! WITHIN 118" IN Tl!N Fl!:l!T DETERMINED BY A TEN FOOT STRAIGHTEDGE PLACED ANYWHERE THE SLAB IN ANY DIRECTION. AS ON . 2 FLOATED FINISH: .3 .4 A. C. D, AFTER THE CONCRl!TE HAS !IEl!N PLACED, CONSOLIDATED, STRUCK OFF, ANO LEVELED, DO NOT WORK THE CONCRETE FURTHER UNTIL READY FOR FLOATING. BEGIN FLOATING WHEN THE WATER SHEl!N HAS DISAPPEARED AND WHEN THE SURFACE HAS STIFFENED SUFFICIENTLY T 0 PERMIT THE OPERATION. DURING OR AFTER THIE l'IRST FLOATING, CHECK THE PLANENESS OF THE SURFACE WITH A TEN FOOT STRAIGHTEDGE APPLIED AT NOT LESS THAN TWO DIFFERENT ANGLES. CUT DOWN HIGH SPOTS AND FILL LOW SPOTS. E. REFLOAT THE SLAB IMMEDIATlLY TO A UNIFORM SANDY TEXTURE. TROW'EL!cD FINISH: A. PROVIDE A PLOATl!D l"INIISH AS Dl!!ICPll!ll!!O ABOVE, FOLLOWED BY A POWER TROWELING AND THEN A HAND TROWELING. I. C. D. 1 . 2. 3. PRODUCI AN INITIAL SURFACE WHICH IS Rl!LATIVl!L Y FREE FROM DEFECTS, BUT WHICH STILL MAY SHOW SOME TROWEL MARKS. PROVIDE HAND TROWELING WH!N A RINGING SOUND IS PRODUCED AS THE TROWEL IS MOVED OVER THE SURFACE. THOROUGHLY CONSOLIDATE THE SURFACI!! BY HAND TROWELING. Pl'IOVIDE A FINISHl!D !IURFACI! ESSENTIALLY FREE FFIOM TROWEL MARKS, UNIFORM IN TEXTURE AND APPEARANCE, AND IN A PLANE OF CLASS A TOLERANCE . ON SURFACES INTENDED TO SUPPORT FLOOPI COVERINGS, USE GRINDING OR OTHER MEANS AS NECESSARY AND REMOVE ALL DEFECTS OF SUCH MAGNITUDE AS WOULD SHOW THROUGH THE FLOOR COVERING. CONCRETE MOW CURBS AND BANDING SHALL HAVE TROWEL FINISH, FLOAT AND TROWEL TO SEMI-SMOOTH FINISH WITH AT LEAST TWO SEPARATE STEEL TROWEL OPERATIONS. aPIOOM FINISH: A. l!I . C. 0. PROVIDE A FLOATED FINISH AS DESCRIBED ABOVE. WHILE THE SURFACE 15 STILL PLASTIC, PROVIDI: A Tl!XTUl'll!D FINISH BY DRAWING A FIBER BRISTLE BROOM UNIFORMLY OVER THE SURFACE. UNLESS OTHERWISE DIFIIECTED BY THE ARCHITECT, PROVIDE THE TEXTURING IN ONE DIRECTION ONLY. PROVIDE "LIGHT," "MEDIUM," OR "COARSE" TEXTUl'IING AS DIRECTED BY THE ARCHITECT OR OTHERWISE CALLED FOR ON THE DRAWINGS. CURING ANO PROTECTION: .1 lllEGINNING IMMEDIATl!LY AFTl!l'I PLACl!Ml!NT, PROTl!CT CONCl'll!TI! FROM PREMATURE DRYING, EXCESSIVELY HOT AND COLD TEMPERATURES, MECHANICAL INJURY, AND DEFACEMENT. , 2 PRESERVATION OF MOISTURE: .3 • 4 A. •• UNLESS OTH!RWISE DIRECTED BY THI! Al'ICHITl!CT, AP PLY 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 OPI FABRIC Kl!PT CONTINUOUSLY WET; 3, APPLICATION OF SAND KEPT CONTINUOUSLY WET; 4. 5. APPLICATION OF OTHER MOISTURE-RETAININCI COVERING AS APPROVED BY THE ARCHITECT; APPLICATION OF THE CURING AGENT SPECIFIED IN PART 2 OF THIS SECTION OA lcLSEWHERE IN TH!c CONTRACT DOCUMENTS. WHERE FOAMS ARE EXPOSED TO THI! 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. TEMPERATURE, WINO, ANO HUMIDITY: A, COLD WEATHER: 1. WHEN THE MEAN DAILY Tll!MPl!RATUl'II! OUTDOOl'IS II LESS THAN 40 DEGREES f., MAINTAIN THE TEMPERATURE OF THE CONCRETE BETWEEN 5 0 DEGREES F. AND 70 DEGREES F. FOR THE REQUIRED CURING PERIOD. 2. WHEN NECESSARY, PROVIDE PROPER AND ADEQUATE MEATING SYSTEM CAPABLE OF MAINTAINING THE REQUIRED HEAT WITHOUT INJURY DUE TO CONCENTRATION OF HEAT. 3, DO NOT USE COMBUSTION HEATERS DURING THE FIRST 24 HOURS UNLESS PRl':CAUTIONS ARE TAKEN T 0 PREVENT EXPOSURE OF THE CONCRETE TO EXHAUST GASES WHICH CONTAIN CARBON DIOXIDE. II. H,or WEATHER: WHEN NECESSARY, PROVIDE WINO BREAKS, FOG SPRAYING, SHADING, SPRINKLING, PONOING, OR WEll COVERING WITH A LIGHT COLORED MATERIAL, APPLYING AS QUICKLY AS CONCRETE HARDENING ANO FINISHING OPERATIONS WILL ALLOW. C, RATE OF TEMPERATURE CHANGE; KEEP THE TEMl'ERATUAIE OF THE AIR IMMEDIATELY ADJACENT TO THE CONCRETE DURING ANO IMMEOIATELY 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. PPIOTECTION FROM MECHANICAL INJURY: 1. , I 3.5 A. l!l. C. DURING THE CUAINQ PERIOD, PROTECT THE CONCRETI!: FROM DAMAGING MECHANICAL DISTURBANCES SUCH AS HEAVY SHOCK, LOAD STRESSES, AND EXCESSIVE VIBRATION. PROTECT FINISHED CONCRETE SURFACES FROM DAMAGE FROM CONSTRUCTION EQUIPMENT, MATERIALS, AND METHODS, BY APPLICATION OF CURING PROCEDURES, AND BY RAIN AND RUNNING WATER. DO NOT LOAD SELF-SUPPORTING STRUCTURES IN SUCH A WAY AS TO OVERSTRESS THE CONCRl':TE. APPLICATION OF FLOOR SLAB SEALER/HARDENER: .1 PREPARATION: .2 .3 A. II. C. D. F. G . H. ON AREAS WHERE FOAMS ARE RECENTLY l'll!MOVl!D, REMOVE ALL FORM OIL AND BREAKING COMPOUND RESIDUE TO ASSURE PENETRATION OF THE PRODUCT INTO THE SURFACE. SWEEP ALL AREAS TO BE TREATED, USING A FINE BRISTLE BROOM, OR HOSE OFF WITH WATER ANO LET DRY TO REMOVE ALL SURFACE OUST AND DIRT. FREE THE SURFACE FROM ALL CONTAMINANTS WHICH WOULD INHIBIT PENETRATION OF THE PRODUCT INTO THE PORES OF THE MATERIAL TO BE TREATED • PIE MOVE ALL CURING, SEALING, AND COATING AGENTS BY USE OF CHEMICAL OR MECHANICAL MEANS AS NECESSARY, ANO AS RECOMMENDED BY SEALER MANUFACTURER. IF ACID IS USED TO REMOVE SURFACE COATINGS, FLUSH THE SURFACI: WITH WATER SUFFICIENTLY TO REMOVE ALL ACID AND ACID RESIDUE. WHEN APPLYING NEAR WINDOWS, MASK THE GLASS. AVOID CONTACT WITH PLANT LIFE, GLASS ALUMINUM, ANO OTHER FINISHED SURFACES. WHERE CONTACT OCCURS, IMMEDIATELY WIPE WITH A DAMP CLOTH OR FLUSH WITH WATER. DO NOT APPLY SEALER UNTIL CONCRETE HAS CURED A MINIMUM OF 28 DAYS. 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 CUREaD. • I/ As Bu I L T II APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS RLA _____ EXP, ___ _ REVIEWED BY: INSPECTOR DATE DATE t---t--+-------~--1------+--~-ll SH~T I CITY OF CARLSBAD ~5 :==:=:'=.=:=::=::=:P:::LAHN::::::;:;:ING:::::::;0:;:E:::::PAR:::::TM£:::::N:::T ====.:~=:=::: l---l---+-----------------1-----1----l-----l.--.J '.ONSTAUCT I ON SPECIF I CAT IONS FOR: RANCHO CARRILLO VILLAGES 'A,B,C&D' APPROVE□ ,,-,,.-/ /4 {/ ~~7:~z.,~_;,,;r~ ..,,,,--c,;;;;;--__ ./ ~ ztgA•f:E ASSISTANT ,.,_~""ING □!RECTOR 7.:... nAft° l--:0;--;A-;;TE:-i-;l:-:,Nl;-:T71A:-:,L+-----------------+-O-AT ... E-l..,,IN.,.,l7T,...,JAL-,-+-O""A-TE--I--I-H-IT-I-AL-I DWN BY: REVISION DESCRIPTION CHKD BY, __ _ ENGINEER IF WORK OTHER APPROVAL CITY APPROVAL RVWO BY: PROJECT NO, CT97-02 DRAWING NO. 359 -7L ZZ21 11/ 15.0 ZZ19 1'' ~-0 ZZ18 ZZ17 zz1e SEE SHEET (5 FOR CONTINUATION OF MAINLINE . ' . • Pl.OW. S/W I ¾" lp( I I ~ H :¼l 3ft' 11i ~ ' I I ----_ __, ..... ...--...-------, ........ --- ~~~.--------------- f~'' 'f't" ~:.f--j 1111i11 .3/4" ¾' IL-----~---- ~..J... _ ___Ql=cil=::::::::!..;L___....J::i-4......L--_JS.... ~-0.W. f-.____________5/W LOT 209 POCKET PARK \ I \ \ I \ \ \ I \ I I I \ I \ I SEE SHEET~~= FOR CONTINUATION OF MAINLINE 0 10 20 40 •I --.. Jl-----,--1• ......... • ......... • ........ • ........ -•.• ........ •s•1 GRAPHIC SCALE IN FEET IF SHEET SIZE IS LESS THAN 24" X 36" IT IS A REDUCED PRINT. SCALE ACCORDINGLY. Lul-H AN.llNI.MNO ........ I.a ,.ii• CfflN II -""'•• C..tra Drl,-. ..,,._. 140 Ila• DI_ CA MIID•-.,._,_ • ...,. UII.IIIIO ' DATE !NIT !AL ENGINEER OF WORK \ \ J • \. .... ~, lrl~·-,vl. t,i ~~v, ~ . -tc' 7 '/:l . ' ~),(.-~~ 'f Of CA\.\\ EXP, DUE ,-<!>I-'!'~ REVISION DESCRIPTION I ' Ii--, / I XX30 111 11. '2 XX31 111 Gffl 1 XX32 40EN' S7i977oN LOC,RJl! SPA-Re W~ /N J//JL//.E. OOX .X.X3/ R.O.W. LOT 162 POCKET PARK ' 11 AS BUILT" -~ APPROVED FOR PLANTING AND IRRIGATION ONLY, DATE INCLUDING PRECISE RLA EXP. LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE ~ CITY OF CARLSBAD 1 535 I 0 PLAIIIING DEPARTMENT POCKET PARK IRRIGATION PLANS: RANCHO CARRILLO VILLAGES 'A,B,CftD' APPROVED ~~_/ (-/21-t,f ASSISTANT ING DIRECTOR ATE OWN BY: PROJECT NO. DRAWING NO. DATE !NlTIAL DATE INITIAL CHKO BY: CT97-02 359 -7L OTHER APPROVAL CHY APPROVAL RVWO BY: CMWD 97-542 I I I Z,:22 1'' Qt,1 I I •' I I ' "' ' FhO.W. • I SEESHEET 16 FOR CONTI.N~U'""AT=1o=N.,_O,,,,..F MAINLINE LOT 13 POCKET PARK , stw GRAPHIC SCALE IN FEET IF SHEET SIZE IS LESS THAN 24" X 36" IT IS A REDUCED PRINT. SCALE ACCORDINGLY, 1-e-P!' ""'''"'"" .......... i.. ~oll• c.ni .. II w ••-C..lN Drl••IJ\'l• NO •• -CANIII• .............. ,.. --·-DATE INITIAL ENGINEER OF WORK X.X24 1' Q.4.1 XX25 'XX2ft OPeAI .5TflTIOIV L 6C:,rtTe .spARc WIRE IN 1/ALv'.e 80X X.X26 , xx~ 1" Q.02. XX28 LOT 125 POCKET PARK . •'~ ~ ul 'I ~ . ~ ~ ~ • . 0 APPROVED FOR PLANTING ~ 1 . ¥ ) AND IRRIGATION ONLY, iC '-,.. .,, .. (L/-:Jr.~• 1 INCLUDING PRECISE ~-• "4..,, .,. LOCATION OF PLANTING o; CA\\\ AREAS EXP. DATE '}-,l"'!j uD I ' RLA SEE SHEET IC. FOR CONTl=Nu-;-l'AT""'1o=N'""'o=F MAINLINE "AS BUILT" EXP. REVIEWED BY: INSPECTOR CITY OF CARLSBAD PLANNING DEPARTMENT DATE DATE 1s:ss I POCKET PARK IRRIGATION PLANS! RANCHO CARRILLO VILLAGES 'A,B,C&D' . APPROVED U"/./ fl LL,,,- ASSISTANT ~ANNING DIRECTOR '/71~M 'DATE roim c,' PROJECT NO, DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: CT97-02 359 -7L REVISION DESCRIPTION OTHER APPROVAL C !TY APPROVAL RVWD BY: CMWD 97-542 I I \ I I I \ I I I \ I \ \ \ \ I I \, 1;:XIS .. I I \ \ \ \ • \ \ \ • \ • \ \ YY22 • \ FOR IRRIGATION IN RiGHT-OF-WAY • REFER TO RANOHOCAflRI LO•MASS GRADING PROJECT NO. HOP 91-17, DRAWING NO. ll.1:.U •. · \ .. ... • \ • \ / / ' \ \ \ ! I ' YY21 / / • VY20 1" f)J;,D ,. / \ ,• / / J82 J31 1° 00.4 / YY19 YY18 c., ,.. NOTE: / PUSH BACK MAI.NLINE 6' NORTH/ FROM TOE OF SLOPE. ' . " •"'' \ • \ . \ I • / J' I l • I \ \. \ ( / ·' / • I ' c., / / .. · .,., / / / ' ·' / ! / / «>;_iiiioi20;;....--o,;,;-.-.. --... -............ ••40~"""""""""""""i10iiiiiiiiiiiiiiiiiiiiiiiiiiii12•0 GRAPHIC SCALE I'= 40' ---~ ...... -'-----· .. -... I - YY17 1'' '!;(o.4 NOTE ' ' \ -,. --~--" ... ·,,_ '. YY16 111 ?iffi(!) I I I - I ' I r I ' f . + l I ~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRRCISJ~ LOCATION OF PLANTING AREAS. ..... .. DATE INITIAi ., .... _______ ,,, ·--·-----RFVl~,ION FNGINE[R OF WORK - ~ . .... __ ,,_ ....... _, __ ,. ...... ,. ,-······· DFSCRIPTION A IRRIGATION IN THE RIGHT-OF-WAY _ REFER TO l7'v,/l,. NO. 55'1-,, PRCJ#pp "111 --•---"-~~~-=~= ' ·=== -,:::::::--=:;;: _,.,~s:::a;..:::.. ,s'~ / //At:~ : ~~'-~>~~-• :'<0 ~ Dalo "---~ .._or-tR.:iW "l i"l'f· ' "}I -"I"! Landscape Architecture • Planning La Jolla Centre II 9255 Towne Centre Drive, Suite 340 1~ San Diego, CA 92121-3002 619 550-1575 • Fax 550-1580 ......... , _____ ,,_, ____ I '!'2 1 I I I I . I I I A(~ __ ) ;.:;•JILT" , _ _.I'·- -----··--... --.... __ ,, .. ,_,,, ______________ TITLE: riEVIEWED C!Y, --····- IH5t'[CTOR t'.I 'll' r 10 _I;' (:AIRll,SlllAD PLAHNING DE.~1\R-MFIH ···-....... DATE SHEETS ..55 ...... ,. . ····-······· LANDSCAPE & IRRIGATION PLANS FOR • . • . ..... , ...... , .. ,,_, ... RANCHO CARRILLO .. ,. ....... , ...... ______ ,, __ VILLAGES 'A,B,C,& D' ' --""'"'" Ar;6Ri,v1-ii; uU -·-. 1/21-tii--l -···--·-··---..... ," ; /,'Z,; , . I .. ·-· ASSIS ,\~T rutNNNG DIF?ECTOH F:XP. _ __ ___ "I, E ---------... ,_. .. ____ ,,,, .... , .. DWN El Ya [ PRO,JFCT NJ. Dr/AWING NO. DATE INITIAL DATE INIT Al C: IKI) KY, CT97-02 359-7l ..... , .. ,•• U!Ht:R APPROVAL CITY APPROVA, RVWD B ~,; ,• ••' . .. --~--··· CMWD 97-54:?. ' I 1 '1 '2Cf4 \ ' \ ' \ I 1//[+'Q_ ,J~2 \ / -••·····\ \' / ' / . ' .. F""o'"'R-IR_R_IG ... A~T~IO~N~IN:":"':'.Rl:'.'::G:":.HT:".o~F~-W=AV~-R;;';E~F';;iERrT~OIBRA:-;N~C~HOO'°cc:AA=RR;;-;1;:;LL~O;-;Mr;A~$';'s,t / GRADING PROJECT NO HDPJ1 •11, DRAWING NO. ~_Lcjj.. • ·, I YY8 ' I 1" o/2,5 C, YY9 1" YY21 1'1 ,s.l \ \ j 21 / / / 'i I \ I I I I I I • I YY10 - "" ' ' .. , . ' • IO -- GRAPHIC SCALE I'= 40' \ ' :,,, \ >\,,, l2Q lZ1 ' I YY6, \ \ \ .... \ \ I I, NOTE • LOCATE MAINLINE OUT OF RIGHT OF WAY \ \ \ \ •' \ \ \ \ Nore: AS BUILT LE:a-c.ND F c..• rfbM C.CIF-B> po. c:. ': r 01 HT o F C-Lij;<--1=> t-2e-TLJF-H APPROVED FOR PLANTING AND IRRIGATION ONLY, r INCLUDING PRECISE I LOCATION OF PLANTING "-AREAS. """' ..... _, __ , __ ,,,_ , .. . -··-··-·· .,., ... , .. ,., ... , ....... ,_,_,_ __ ,_,,,,, ... ,._,,, '""' "" __ , ___ ,, ____ ., ... ,., ......... ,, .. , .......... ........ . ..... ·- ··-····"""""""" . . -~--.-·- ••'• -,. ,_. __ ,, '···-- ...... , ........ , ',, ,, ''"''"""~····-···-- .. . """" .. ,., .... , ···-·· <',!,M1 ~ ,>.s euu ... ,~ -·-····"·'"" "" """'"""' , .. ---.. DA-E INl"IAL [~CINELR OF WORK 11[VISION DESCRIPTION ' A ........ DATE OTHFR 15 /.f 2; l,._~ r, -... ,. if / i?' ._._, .. u (_".I:;;: ?~il~O . ~ ,\ * ~' 8 j I ip;,e .r,:_~ ~~p I I i I ! I /J.I I /-:/, .,i1)/ ' I I \ "AS cH_IIL ;2~ n11 r , ~o. J.f'C+\-. I i I I II ,6/-r1 f:7,6..,r:::. -·---'----~ ~ '" ·'1'i 121..,A. I -:i'!>1 ~ ~ ·"'J/-ol L•ndscape Architecture • Planning La Jolla Centre II 'lEVIEWED BY, .9255 Towne Centre Drive, S"ite 340 I~~,:~~ San Diego, CA 92121-3002 It>•~-5'-z .... 619 550-1575 • Fax 550-1580 DAT[ ., .. , .. , .... ···-· ········-.. I '.,;jil ( :]l'f'Y 10 If<' (: A IZll .. ,SHA. :[) SHEETS 3r::.-PL ANNI NC DFJ'Al-11 HI NI _) _, .... , .... -"""'"'""" ····-., LANDSCAPE & IRRIGATION PLANS FOR • • RANCHO CARRILLO VILLAGES 'A, B, C,& O' --··· .. ' "'" ... ~-''' ' n,··m -,., ··--···----·-· -·- . . "··-·-··"··-·····-APPROVED, ~/,~fi( -~ ~Iii:~~ I -/??t:t - tJ.i.,"fCJ 121 ASSISTANT Pi-lHfilNG D!nECTOR EXP. JA Tl. ""'""·----·-···-···--·-"· "" . "' "'' """"' ' " .. , .. .. , """"" IDWN BY: PRO,IECT NO. r;;;_~~ INITIAL DATE INITIAL . C~kD BY: CT97~02 APPROVAL CITY Ar'l'IWVAL I kVWLi BY, .. \ CMWD 97---542 · ' \ ,, ····.,· .. '• ,, . ····.·•·• ,,,_, ~r..3', ~ "-~,~' ' . • • EXISTING IRRIGATION SYSTEM TO REMAIN COtHRACTOR SHALL OBTAIN "AS-BUILT" DRAWINGS FOR: LANDSCAPE IMPROVEMENT DRAWINGS FOR EROSION CONTROL/SLOPE REVEGETATION RANCHO CARRILLO MASS GRADING PROJECT NO. HDP 91-17 DRAWING NO. 331-1 L 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 PECIFIC TIONS. EXISTING CAPPED MAINLINE~ TO REMAIN FOR FUTURE IRRIGATION ~ •.• P' ·~ __ , ·. ·•.··· ' .. ·., YY13 1'' YY14 YY4 · NOTE LOCATE MAINLINE OUT OF RIGHT OF WAY VY3 r ?;7.o VY2 YY 1 , I ~ FOR IRRIGATION IN RIGHT-OF-WAY -REFER TO RANCHO CARFHLLO MASS GRADING PROJECT NO. HDf._fil.::1.Z, DRAWING NO. 331-1 L -_.e. > -~-·. ...... _a ~-§:..;:;: .·. ---~ _w-~-.,;;: !STING 3" MA.INL 1 ~• . • (NEW) ,, RANC..+lo e,,v,v~--- HYDRAULIC GRADIENT ELEVATION AT P.O.c. STATIC PRESSURE 700 FT. 422 FT. ,. 124 PSI ~ STATION CONTROLLER •yy• (PERMANEN'fLANDSCAPE DEVELOPER/HOA) 1-1/2" RECLAIMED METER ON 2" SERVICE LINE 2" BACKFLOW PREVENTER DEVICE ON 2" PLUMBING 2" MASTER VALVE 1-112" FLOW SENSOR. SET PRESSURE AT;;,;i PSI. IRRIGATl~~,,DESIGNEO MIN. :.il2._ GPM, MAX 25QGPM @_c,2£.Sl · NOTE: .......... _Y'f 1~ THAU ·YY1:>(Q LOCATE SPARE WIRE (S) IN VALVE BOX YY18 WI 4' COIL OF E)<TRA WIRES CONTRACTOR SHALL MAINTAIN EXISTING IRRIGATION SYSTEM DURING CONSTRUCTION. ' EXISTING IRRIGATION,VALVES J26 THRU J-31 TO REMAIN ANCJ BE RECONNECTED WITH NEW SPRINKLERS AND/OR CAPPED FOR FUTURE IRRIGATION. • ' . ' /,tit• ' , ,, I , f ,, ~~~.ii ~ :;2· ·, I • . • . 1'!. ,~· .. . """ '""'"'G) •,· NEW MAINLINE AT STREET CROSSING WITH NEW SLEEVES SHALL BE INSTALLED MAKE WIRE CONNECTIONS INSIDE NEW PULL BOX _]±[:_:_ TH.RU N/k:~ THIS CONTRACTOR SHALL OBTAIN LANDSCAPE IMPROVEMENT DRAWINGS FOR RANCHO CARRILLO MlcLROSE DRIVE 331-JL FOR LOCATION OF ADDITIONAL IRRIGATION EOUIPMENT (flACKFLOW. CONTROLLER, SHUT OFF VALVE, ETC,) AND "AS-BUILT" DRAWINGS. LOCATE SPARE WIRE (S) IN VALVE BOX _J'¾J WI 4' COIL OF EXTRA WIRES I I xx• ltl 'r 0 ~ )t){2 ' . I 111 11-t ! :,' ii <\J ~ It) . ¥ ~ XX1 ,._ t-1 ¥ J5 r,_, () <') ~· t:l '- I I ·-- RELO;ATE SP~INKLER HEAD AND INSTALL NEW CLASS ~00 eve PIPE EXISTING SPRINKLER HEADS AND PIPE . 1 SEE LANDSCAPE IMPROVEMENT DRAWINGS RANCHO CARRILLO MELROSE DRIVE ~ FOR LOCATION OF ADDITIONAL IRRIGATION; .. EQUIPMENT (BACKFLOW , CONTROLLER, i, • SHUT OFF VALVE, ETC,) I \ . / ' HYDRAULIC GRADIENT ELEVATION AT P,O.C. STATIC PRESSURE ' DISCHARG,E MIN 8 MAX 75 GPM 700 FT. 422 FT 124 PSI aft.STATION CONTROLLER "XX"' (PERMANENT LANQ>SCAPE . DEVELOPER HOA) .' ,. ' a2,.sTAT16N coNTROLLER :zz·! (PERMANENT LAN[il3cAPE /, DEVELOPER HOA) I / --_, _ _,.,,,..,_, I / A I ) .Zl.'J.6THRU .2.Z.QZ LOCATE SPARE WIRE (S) IN VAL.VE BOX ZJ._j6w1 41COIL OF, EXTRA WIRES ', __ , ... -• _ _.,, r,..,an'''" • • NO OPF-N STATION.'.I i---c-=c-=.-;:,~.lHRU · - 1-1/2" Rl;CLAJMEO.METEEl,.QN.~.:.hawieE~1NE'·•··· .. ,., ...... ,, .. , ... ,_. .. •,\'i\f.t''"-·' •.. ""'"' "' .,. . . ..... . 2" BACK~LOW PREVENTER DEVICE ON 2" PLUMBING ... 40 20 D 40 EXISTING VALVES J2§ & J27 TO REMAIN NEW PIPE AND SPRIN.KLER" HEADS SHALL BE INSTALLED, ---- IO 120 ....... ..,..~iiiiiiiiiiiiiiiii---~"""""""'~---- GRAPHIC SCALE I'= 40' APPROVED FOR PLANTING AND IRRIGATION ONLY, lNCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE l~I IIAI lNGINffR OF WORK . ~---,;. ....... 2,2" MASTER VALVE(PRESSURE REGULATED), 2· 1.1,2' FLOW SENSOR. SET PRESSURE AT 12Q PSI, LdCATE SPARE WIRE (S) IN VALVE BOX XX':!fS WI ..... 1.R.RIGATION . .DESIGNED.TO llcl!MIN:@Zli,GPM .··· .... @ 100 F$1 4' COIL.OF EXTFiA'\NtRES OA TF ,i. II ~ TITL[: , Uh~•~~ 15~ ~-~-1 Landscape Architecture• Planning t-12-'""-,,..,..:::=::::;::::::=::::::_l«_"_f_. ---------, LaJollaCentrell ,11 'ill Will B>: 9255 Towne Centre Drive, Suite 340 J bJ . } . San Diego, CA 92121-3002 -k_¥:/:tf4'C------/o,fg_-92 __ 6l9 550-1575 • Fax 550-1580 IN':l''[C TOI! UA I i ,_ ---~3 INITIAL [\1\ TE INI I IAL . .. ,._ ~':['T'Y ,OF { 'AR11,SB/\l5J ':HE·E··T":, l'I "rm11iG DEPARTMl'Nl 35 ,--------_.... ·······==== . -... LANDSCAPE & IRRIGATION PLANS FOR RANCHO CARRILLO VILLAGES 'A, B, C, & 0' l rJWN 8Y, __ _ OTHfR APFf~OVt..L C/Tl' jPf'R:JVAL CHKD ov, __ , 1HVWI! UY, CMWD 97-542 ,. IO.J 41:;i, 8 / I I I ,. / , I i I 1' I II ' I 104 4479 If!./ :, IO~ /! / _/,: ff 7 I . . . ! / I • / i i ii II '148. I I 1'1,t '138.0 : i 95 I I /0 r···· ' I I I / ' . I :I I , r..r I 435.o I , 94 I I :I I . 'I :1 r, J 9 I ' II 'I 8 I ! I I 7 ---·/-... -RANCHo LA PREs;· ~,f .. rtiv ! /// 1;]) /; ' / -t41.s __ , I 1' / r, / I·: - I I I ii 1· /! /) /j " PALOMAR ___ _ :,,;1 . -l-,..F.,.;O ... ~-. -,R-R-lGA~. r~,o~N~IN'!"T~H~l~S-:A~R~E~A-;t REFER TO SHT,, 10· I I . · l 442.,;; I ........ I . . ... . . ' --C AIRPORT. 441-2 53 54 ,ROAD 4.3i e 43Ei '1 56 57 58 I I _,,__ ···-· L --· I J ( /V'I ----. 438.'i 59 .... I I ' I I I I I ' i'',J (' .. I -FOR IRRIGATION IN THE RIGHT-OF-WAY REFER TO 0\,/&.NO, ?o5'l-~,PRO. NO-Pl7"!1/ \''I \ -. ----. -. -----.... NOTE \jj() ---------1--- LOCATE MAINLINE OUT OF RIGHT OF WAY . Zz l S 1--~ 1" 3/.6 ~ ZZ14 ~ A---,----' ""' I ' I 1r:. /( , -I RANCHO DEL CANON --_ ~::-•-,.''.l~--,_="~,t;::;-~.:~~ .... =~ :-i)_-: T . ' ---- ii " !1 !/ i, ii 'I \ 6 5 '.I li J 2. ' I ! I I RANCHO BRAVADO ~: ,,1 .. ---, .. , .... :;:;... --- ' I I I I I I i/ I .. _. Ii ...••. -"'(.'' ·---· .. , .. --···--- if· . ---'"'" .. :.-.-: ... , i '1 ,, I I ii -··-·-· ·-· --· ·-··· -----'. . ...... ···-·· -"· 20 -----I '"" I --I r--i 0 85 84 I __ {c:,···:::·· ------··---,. --j- .. ,..... -·-- /1\ I /i., I , I i' I . / I I I --·----·~ ···-- IO IZ0 GRAPHIC SCALE I'= 40' ..... I I l ---~\\\ , ... , ---· ---·1 \\', ' .. : ~ :.. ··:~.:.~ __ ,\;: .. ': ... / I I / ]'r®W,-APPROVED FOR PLANTING l'>'f 'J:"'1--i<l f2.lA . 1~~1 AND •IRRIGATION ONLY, " Landscape Architecllue • Planning R[VIEWED BY, r La Jolla Centre II J i INCLUDING J:'..RECISE 9255 Towne Centre Ddv 2 e 1 , S 30 u 0 i 2 te 340 I P--, t"I -, ==------~:__./'7 LOCATION OF .).'.l .ANTING '\ San Diego, CA 921 • ... J.,,-. .j-c; .......... --···-·-·~ D/\TE • "-. 619 550-1575 • F.» 550-1580 /N'.SPECTOR . L:::=A~R~E~A:~_si·~·~·~-~-.-... __ L~~~!__-~~~1-~~~---+T-~_~_2.:-+T-~ _Z:: -~ _2: ,r-~~[IT]~'~T~s~ .. r¢: ~f~-j~'t~:i~VA~NN;;~:~J-~' D~!-::i~ii~}~~i=;~~SI· 11ft=f.\ill)~?,~::.3~E~Es}s=n ·····1----1 LANDSCAPE & IRRIGATION PLANS FOR : ----------------, -------i---- -··----------------1···---- 1----l -------· ·-· " ----------------+----,--... ,. __ RANCHO CARRILLO ------+---+---t--,-- ENGINEER OF WORK CMWD 97-542 ,, ,, ii i! I! ,, I 1 :2 11 CAPPED MAINLINE W/ EXTRA CONTROLLER WIRE THRU. ' I FOR IRRIGATION IN THIS AREA REFER TO SHT. -11 (66 (14 a,,:2 /1J (Is ,,.,jl·p +!0.5 FOR IRRIGATION IN rHIS AREA REFER TO SHT. • 10 . I / ,: \ I #1.5 440.1 ' . i ' 183 1-· ---.... .. 168 " '' fTf. 44z, 441.5 184 fJ I I ' : ' '' /69 ' ' :I I :; \'-, i ' " 443,4 185 #3.4 170 XXt◄ 1 'r '2. ; I() ,, i' ·:i * ~ /""' ' ,' i ,! I ,'I : i i I I ~I i " 7-1.. ~-"' .ii) i:€ ~,-1:.j!J ' i ' I I I :i I: ,: I ,, ' I I I ' i I I ii I ; ' ' ' ' ,I I 11 (J) ' 0 i' :e ' Q_ <(· l-o LJJ (J) <( Q_ ' ' I I I I I I . "I" ..:..~-· '.-'' , •~ I . ~y ~' -· / i ; I I ,, ' ' ' ' ' 'I / / ii I ' ' ' !, I , 1,1 : I ' / ; ' I : ! : • ~, ·· ~~,,-~~~-' ---FOR IRRIGATION I 'ii{;~ ~ REFER TO S 'T. • 11 IS AREA \ PASEO f:STRIBO. IJ@4+..PJ-~<e>-~S~'-. --S" !fJ I I ! I, ' ' i I 1: ' I . 'I ? I ! ; ,..., ~ ......... i ,.' . . I , i ' I ii I , --.. --..... ' ' ,.' I I ' ' ' ) ; ZZ10 Ii ' ·, 44-0e ·-··· ...... 1 Ii 82 Ii 81 +408 i: 43q5 I j BO 79 78 4:!>q,15 4.36. 7. 438.tl ZZ27 ' / / 1--.--""t 11,'<i 0 2.01. ~,,,~ ZZ1S 1"'\J.q ... I XX'.15 1" 5. I '" '-II C\J i I ®l oiC, I -1 ·1 ., ... I ,1-::::-:-:"~-------, I . t I '2 ''· CAPPED MAINLINE @ ~~"'7"~71\1· wW(Rlf)<TRA CONTROLLER ~2"f: THRU • )(X Q.t, "f"7' -' I XX,19 . _ _._ LL PAP-¥-', ~VES - ~ __., • I' l , _ _,:_ -~ \': ~ -?it, I .,,,. I 14 . ·---- 1'1<: i}----;11';:- ' f . ----' ! <IQ 10 120 40iiiiiiiiiii2~0~...;0;... ... _ ........ ~~~~iiiiiii---- GRAPHIC SCALE I'= 40' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANllNG AREAS. 5/i::i/?0 OMA DAT[ · INITIAL lNGINlU! UI WURK ·········--···· .... ----- P-E:,__ l:"\U IL-""TS_ F,Fv '.; :,~ J[SCrll1'TI0~J I I Here-: 'AS E:UILT LE:aE::ND F C. " Pe>INT c,L-!Pe, F-eTlJF--N _ ; f" C."" Fl2DH CL!F-b FB. == f"uLJ,:. eox RIJII.T'1 11 I r, 1" (}_q b UA~ '-~Y:f-~'ll-'l'i I tfll~W.~~~\~22~1~=2 f-'j>'f.':_-==".>=·="'1==-,,,1==--j Landsl"ape Architecture• Planning I-=-;I,'· VII \Ail I) rr1~ La Jolla Cetffre II c,} 9255 Towne Centre Drive, Suite 340 _L .b---\ San Diego, CA 92121-3002 -•-~4 ~-~--- 619 550-1575 • Fax 550-1580 IW:J'l 1. l (.JI! • ------;---,--··-····-···· ------t-;::-DA:--;:T:;:-E-r'INI I IAI CMWD 97-542 .01 .·'Q / §! / <:( / j er: I ; I co I I I Q :x '0 :z: i -,.q;:. i er I I I I 1-. I I I / I ''1 f /! ! ii .. I ' I I I I I ii ,: i ii ; ! . ;I I I I '/ I • I / I I ! I I I - I: I I -• I I 1;· i _· I I ,' 1'1 •. I ;' / ,· I /, l ' ,I ' I '! i ! / I / ,1 .' .• i ! ! fl ii ii ii ii I I I \ \ \ \ II / I I• /1 ,' ,; ; i • I /I .-·/ i I • I I ! \ f . .. \,. -,- ~ ..._ I /I I i / . I r . ! I, i •,'\ ---I I I -, ' : / \ \ I I ! \--, I \ · .. ': \ I I -. - • \ I I\ )I ,I ii •• I I 1! 1• // I/ :1 ... -i i/ • I / _I 1/ . . I // i / I i-! I I I i' i.. ' .11 I' / I ii, '' /" :I I . II ! I ,II/ I ' i /. i/ ' 1/1 1;11 -- 2.ot -.. ,. .·\ ·_cc.--cc~-Rl"LOCATE ill"R\NKLER HEAD . AND INSTALL. N~W CLASS 200 PVC PIPE ~~~~~NN°o~6iWE~JLJtRt;~~~sE~~0o~t~tNGS 140 441 . .+ RANCHO CARRnf_Lo MFLROSE DRIVE 331_•1L FOR LOCATION OF' ADDITIONAL IRRIGATION EQUIPMENT (BACi1FLOW, CONTROLLER, SHUT OFF VALVE, ~TC,) • . I . , •I /II ! ,! ;"I I/' , I I// ,I Pl - • EXISTING IRRIGATION SYSTEM.TO REMAIN CONTRACTOR SHALL OBTAIN "AS-BUILT" DRAWINGS _FOR: ___ __ _ LANDSCAl'EIMPROVEMENTDRAWlNGS FOR EROSION--- CONTROL/SLOPE REVEGETATION RANCHO CARRILLO MASS t:i_RADING PROJECT NO. HDP 91-17 DRAWING NO. 331·1 L CONTRAC,-~ ~HALL PROTECT EXTSTING IRRIGATION SYSTEM AND INSTALLNF.W SY'stEMPffif'LANS DAMAGE TO EXISTING IRRIGATION SYSTtM SHALL BE.REPAIRED OR REPLAC!aD IMMEDIATELY PER ORIGINAL A"PROVE:D PLANS AND ,-, - SPECIFICATIONS. .. . ___ , I 20o --···-·-"' _____ ........... _ ··-·-·-.. , .. , .... ,C:•·•-C -7 ., . -_\_ 139 441 ~ I _ I - I. ! I 44-}.I 1J8 442_(, MELROSE I I ',\ '\ ,I .I \ \ \ .I I .I • ! I ·:--·- FOR IRRIGATION IN RIGHT-OF-WAY -REfER TO RANCHO _CARRILLO MASS GRADING PROJECT NO_ HDP 91·17, DRAWING NO_ 331--1 L ! ! / • -•. --r--5 ~ --- • I • • •• -J • • • ! I " .I ·,\ \ :_\ :_I 1\ I ',\ I -.\ I I I I· 1! I I/ / / /.' / / • ! I ! i MATCHLINE • SEE SH"f.1 I 0 ' .. - \ -- . I ;:··,.:., ... , '.; _I---·· ;,_._ -1 t\00 \\',. ---·····-"----.. ,-,~····-·"··--·--····· .-.,-: c ri DRIVE (_. ! ,,_ ____ - I --" ·'·: i \ 40iiiiiiiiiiii20~111111111jOiiiiiiiiiiiiiiiiiiiiiiiii40 ii,llll111111111111111111""10"-iiiiiiiiiiiiiiiiiiiiiiii120• GRAPHIC SCALE I'= 40' . - .. , ..... , --·· I \ \ -q: •' -·--- '-----\ , ....... , ___ _ ---I \ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ------- --~ - t?-/1"'1/'1'"'-c,..\,6-. • AS. &.,, ... -r.s DATE Ifill IA I. ....... , .. , ... ,., ,., ""' '' RFVISION lNGINllls 01 WOIJK - • r I '"- O_.. 'i' A. 1\ ; -- \ \ I \ ✓v ·~' If}, ~; =· ~ . ! ' ... 1-..:Y'~tr,r_s::: "*J ~ Dale_d~ "_ut C ~1 \~~~ eir ?,, ',,,, "'I"/ Landscape Architecture • Planning La Jolla Cenlre II 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 619 550-1575 • Fax 550-1580 \ \ \ £) -........... -... , ... I II G,;;,1 ' u IL ,r?f_::!J, 11 I I r, LJ,1-P. mCJ I 12\J. 1'5',7 f><P, ~-'?h,i RFVIFWFfl RY, ~at¥ INSrD:Cr.· - II • /tJ-6-19' DATE -----------------~-----.. -- I sri9'i I (']1'11·1· \(JI!<' ('A 11{ 11,~HAJ) l 'HIT I J .:3~ --------------~ -----------------------"LMmlNC UI f'AR I \H.N I ---------- L~NDSCAPE & IRRIGATION PLANS FOR • • ---------------RANCHO CARRILLO VILLAGES 'A, B, C, & D' APPFWVED: ---:V:P~ ----'/zl-ff' . A'.;',IS!ANl--f' 1t'1!fr1; l)IRI CTJR I XP. _ ----I )A Ir /0~,'ti -~i: ------L~i;i~~2_J DRAWltlG 1,0, "'"""'"'" DWN BY: DATE lfllT•AL IJA L CHKll 8Y: 359 -7l. fJF:,C:~IRTION ··-··-·····----··· 0 I HUI Al'l'IWVAL CITY AfTr~flVAL RVWIJ BY: ............. , ........ CMWD 97-542 I I !i I' V .I. T. Pl'!ODUCT 920 SOUTH ANOl'!EA!EN DRIVE, •106 ESCONDIDO, CALIFORNIA (619) 480-6709 :c ... 0.. ~ ANTI-DRAIN VALi/£ OR CHECK VALVE ,vc SCH. 80 RISER (LENGTH AS REQUIRED) IT All'I.ESS STELL V.1, T. PRINl<LER TIE W/ ROTECTIVE VINYL TUBING (2 EA.) REQUlll![O, 2· MARLEX 90 STM:ET ELL PVC LATERAL PIPE PVC SCH •o TEE OR [LL A -----® SHRUB HEAD ON RISER NO SCALE F !NISH GPIADE --" SCH. -4111 PVC FITTING -~ "[) "', 12" POP-UP GEAR ..._ ~ NO SCALE 12" PDP-UP SPRAY HEAD W/ FACTORY INSTALLED CHECK VALVE ..,.___ ¾• INLET ITYP.1 -"------SCHEDULE 81 PVC NIPPLE LENGTH AS l'IEO. NDN-l"'l"IESSUflE LATERAL SEE LEGEND FOR DEPTH AND TYPE OF PIPE DRIVEN HEAD ON SLOPE 6-5-96 SIDEWALK OP! CUM---. HOTE1 SPRINKLEFI HE:ADS WITHOUT l"~CTOl'tY INSTALLED ANTI-DRAIN VALVE SHALL INCORPORATE AN EXTERNAL FLOW SHUT-OFF VALVE AS A PART OF THE SPRINKLER ASSEMBLY, SCHEOULE 81 PVC ----.__ NIPPLE 6" MIN. .---FINISH GPIADf i---6" POP-UP SPRAY HEAD W/ FACTORY INSTALLED CHECK VALVE 3-M Af<I.-F.X. "/0° sw1N01 JOINTS --PVC LATERAL LINE B ------® 6" POP-UP NO SCALE OUICK COUPLER VM.V[ RED BRASS NIPPLE 4" LONG R ®,.._O_U_IC_K_C_O_U_P_LI_N_G_V_A_L_V_E __ _ NO SCALE CHECK VALVE OR COUPLER USE FACT ORY INST Al.LED CHtCK VALVE IN HEAD IF AVAILABLE---. J'4'' SCH, 80 PVC RISER 12" /"""--TWO ST AN..ESS STEEL HOS£ CLAMPS WI PROTECTIVE VINYL TUBING - FINISH GRADE 1 2-MAftl.EX 9Cf STREET ELLS---. SCH,4O PVC TEE OR ELL,------.,J 4Y 41 J 4i ..., --W ALl</CUR8 BOTTOM OF SLOPE NOTE• ALL LATERAL LINES ANO FITTINGS SHALL BE "ALERTLINE' OR EQUAL © GEAR DRIVEN ROTOR C ---------NO SCALE JO-INCH LINEAR LENGTH OF WIRE COLED WATER PROOF CONNECTION (1 OF 21 REMOTE CONTRO VAI.V PVC SCH 80 NFPLE (CLOSEl L LENGTH PVC. LAWl4\l-lf'.L WASHED GRAVEL ® REMOTE CONTROL VAL VE F f---------NO SCALE r ... A Lan...,..,. Anhlleoll>N • Plannlna ... Jolla C.nlN II NII Towne CenlN DrlYe, S11he 140 .. .. ' San DI•~• CA 92121 ·8002 CIUl.&60.11 I • F•• 110,1680 DATE IN !Tl AL REVISION DESCRIPTION ENGINEER DF WORK NOTES: I . TKRE $>\/\LL EE r,Q FITTIN3S C>a O'.NffT1CtG 10 01!-t:R FACJUTIES E£1WEEN TI-'E '-€Tm f.W EWJ<fW.V ASSEMBLY. ft 2 BOO<fL(l,\' A'B,\ct<Bl MM ,m EE 1"""'-1l'D N FlElJC fOGHT· OF· WAY 3, CCNSTRU::T 2' HIGH fUAit<ffi . WAlL CN 3 SQS OF 6tO<J'lDN ~= 1/,!-0< ,= °' 4'1 CR CR'ATER SlJY!c. CPO< ENJ '. J.~!?=-=tf'.':rsc,-~~y~ $1-W_L E£ AT DJ,',tjf-U SOC OF I"'\ SUH:. ffiNU 2 HCRIZCl'<TtL '-'---( CIBIIWU BE:1W££N W<L "' 5 i>J-0 BtO<Rm/ ~NTI;R. 4. 00 ~ IN'3TGU. IN ~ SUBJECT ID FIJXO.'IG. N CARLSBAD MUNICIPAL WATER DISTRICT """'°' .,.. c,,n: 2 INCH AND UNDER STO. OWG. t-0. BACKFLOW INSTALLATION W20 ..WGIJST 19'!ill 96-036 "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE DATE RLA EXP, LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE [_Ste] CITY OF CARLSBAD CH~~ PLANNING DEPARTMENT IRRIGATION DETAILS FOR: RANCHO CARRILLO VILLAGES 'A,B,C,&D' APPROVED /4:: if ¥2/.f'.f ASSISTANT '1'1:ANNING DIRECTOR DATE DWN BY: I PROJECT NO. I DATE INITIAL DATE INITIAL DRAWING NO, CHKO BY: CT97-02 359 -7L OTHER APPROVAL CITY APPROVAL RVWD BY: CMWD 97-542 • z -ll • • • • z -:II • ... ... "Ill A I NGUAII' • W( A TH! ll'l'ttOOF' , LOCK Alll [ STAINLESS STEEL CONTROLLER ENCLOSuRE A TOlilATIC ONTll'II.LER S[ PLANS & LEGEND FOR MANUFACT. MODEL# AND SIZE. 0111-0FF POWER SWITCH FOR CONTROLLER 110V GROUNDED OUTLET TERMINAL STRIPS FINISH GRADE MCIUIH I NG FLANGE W/80L TS TD BE SET IN CONC. PAD W/ MIN, THICKNESS 6H LOW VOLTAGE CONTROL WIR[S 1111 3# DIA. PVC SCH. 40 PVC SWE PELL 1" PVC SCH 40 CONDUIT, W PELL & FITTINGS TO POWER SUPPLY ,, " DIA. X 54" COPP'ER Gl'ICIUNDING DD, CONNECT 110V UTLET W/ #14 COPPER DIRECT BURIAL WIRE © CONTROLLER G ---------1110 SCALE 2' • t,.. T OIi' 0, l"t: RM, 'INISH ORIIDE WHEN SHOWN Al TOP ON PLAN. SPRINKLER H[.-0 PERPENDICULM TO SLOPE (TYPICAL) MAN.IN[ P'PE AT TOP OR MIDDLE OF SLOPE AS SHOWN ON PLANS FINISH GRAD[ TEMl"OftMY IHMA MAINLINE: PIPE $1!:[ LEGEND FOtt DEPTH or LATER AL ANO MAIIIL INE PIPE IACKf'LL SEE SPECIFICATIONS - 1,, J ~t---:L A:-:T:-:--E-:-R_A_L_AN_D_M_A_IN_L_IN_E_P_IP_E_L_O_C_A T_I_O_N _____ _ ,. " NO SCALE 6-6-96 12" MIN. II MAX. raft BALL VALVES 2·112'" l LARGER USE RECTANGULAR THERMOPLASTIC VALVE BOX VALVE BOX WITH F'UflPLE LID FINISH GRADE/TOP or MULCH BALL VAL VE WI UNION PVC PIPE EXTEN, SIZE AS REQUIRED TYPICAL PVC SCH 110 NPPLE· II" PVC SCH 4 COUPLING BRICK (1 or 4) PVC MAINLINE Pf'E PVC PRESSURE PFC TO VN.VCS PVC SCH 80 UNION VN.V[ BOX WITH COVER BALL VN.VE FHSH CRAOE/TOP or hl!LCH PVC SCH 80 NIPPLE ICLOSEI PVC SCH 40 ELL PVC SCH 80 NIPPLE !LENGTH AS REOUIREDI II" MINIMUM 2 CU. FT. Of" fl' WASHED GRAVEL pv'c 5c.,H !IO MAI.£ AP\Pff! • MINIMUM DEPTH Of ~" WASHED GRAVEL BRICK 11 or 41 PVC MAH.ff: PPE @ BALL VAL VE AND UNION H -------1110 SCALE CD BALL VALVE I ~----NO SCM.E s1,s19s SLEEVE CHART FOR IRRIGATION PIPE AND WIRES PIPE SCHEDULE 40 PVC CONTROLLER SCHEDULE 40 PVC SLEEVE SIZE WIRES SLEEVE SIZE J'4" 2" 1·18 2" 1 .. 2·· 19·24 2·1/1" 1·1/4" 2•½" 25·36 3·· BEIIDS CROSS 1·½" 3" 37·48 4·· 2" 4" 49-72 6" 2·1/1 .. 6" J" 6"" ~ 11101. ~ CAPS 4·· 6" NOTE: SLEEVE CHART IS FOR THE: CONVENIENCE TO THE CONTRACTOR. CONTRACTOR SHALL PROVIDE ADEQUATE PIPE SLEEVE SIZE TO ACCOMMODATE THE INSTALLATION Of TH[ IRRIGATION PIPE ANO WIRES .... .,_ .. _ ._._,,.._ -.... --' • A • A • A • C " ' • , ... 5 ' • • ' •• •• •• , . 14 •• •• •• 10 •• •• , . •• •• 10 20 •• • • •• 12 12 ,. 10 ,. • •• 12' 12 27 •• 10 10 ,. 14 10 12 ,. 10 11 ,. 1< ,. 11 12 12 20 16 12 ,. ,. " " ,., ,. ◄1 , ., 14 L SLEEVE CHART FOR IRRIGATION PIPE & WIRES NO SCALE BLOCKS 3/7/96 97-038 "AS BUILT 11 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE DATE -RLA EXP. r A LandNa~ Arohll..,l11N • Pl•nnlna LOCATION OF PLANTING La foll• C.nlN U REVIEWED BY: 11161 Towne Centro D~I••• Sulle 140 ' S.n Dl~o, CA 112111 ·IOOI AREAS -, 11111,660.1 II • f'ex 060.1680 INSPECTOR DATE [slir I CITY OF CARLSBAD r SHEETS PLANNING DEPARTMENT .35 L. ·-- IRRIGATION DETAILS FOR: RANCHO CARRILLO VILLAGES 'A,B,C,8'O' APPROVED -7.""-" / 1/.! ~2/.fj ASSISTANT PL'l(l<INiNG OIRECT □R 0A OWN BY: DATE INITIAL DATE !NI TIAL DATE INITIAL PROJECT NO, DRAWING NO. REVISION DESCRIPTION CHKD BY: CT97-02 359 -7L ENGINEER OF WORK OTHER APPROVAL C !TY APPROVAL RVWD BY: CMWD 97-542 • POT A191.E MilN.INE ;,., <SEE IMPROVEMENT IM'AWIOIGS! 12" tiaNIMUM llf!QUIMD VERTICAL SEPARATION ,___~ SLEEVE RECLAIMED WATER IRl'IIGATION MMILINE --Y NOTE• ALL R[CLMl[O WAT[lit llffllGATION PIii'( AND Sl.[[V[S 9Hill.L BE PURPLE AND LA8£L[0 AS SP[C1F"1[0 IN• 'STANDARD SPEClf'ICATIONS FOR PRIVATE IMIGATION SYSTEMS' 'CARLSBAD RECLAMATION RULES AND REGULATIONS FOR ' CONSTRUCTION OF RECLAaAEO WATER MAINS', OCTOBER 1993 ®POT ABLE MAINLINE NO SCALE CROSSING PVC SCH. SQ NIPPLE SCH.4() PVC MALE ADAPTOR ATMOSPHERIC VACCUM IIMMII INST ALL 6" ABOVE TOP Of SPRN<LER 1-fAO CUT HCIL[ N PVC PIP[ ANII ( GAL V. WIRE TO SLEEVE 4" DIAMETER PVC SLEEVE MAl'IJAL CONTROL VAL VE FNSl1 GRAD[ 4" MIN. TO IRllflGATION SYSTEIII 1" SCHEDULE 40 PVC MAN.IN[ UNLESS NOTED OTHERWISE ...... I I I L- I 1" 1911!5SuM: IH:CULATOlt 1ET AT 7!!1 PSI TYPICAL SEE OET AIL 'E' 1" BALL VAL V£ SEE DETAIL •p• 1·'/.-• CN'PED MAN.IHI!: F'OR RESIOENCE Y~" POT ASAL[ WAT[III ME TEii! BY OTHERS EQUIPMENT ARRANGEMENT FOR ~ P.O.C. AT RESIDENTIAL LOTS ~--N-0-SC_AL ___ E _________ _;;~~;;,,__;; _____ _ TWO <2'l CONDUCTOR SHIELDED CABLE CONNECT. TO TRANSMITTER JUM90 PLASTIC VALVE l!IOl< WITH 2'·6" EXTEN, Allll LOCKING PURPLE LIO I -~1" IN TURF AMAS 2" IN SHRUB AREAS FINISH GRAOI: 8LACK 10' MINIMUM TO POTABLE CURii & GUTTER SI OE WALK METER BOX W/METER POTAB E SERVICE IN 12• MINIMUM RECLAIMED WATER I RIGATION MAINL N W/SLEEVE CH. BO PVC NPPLE SCH.40 PVC FEMALE ADAPTOR 4X8 BRICK <1 OF 41 MAINLINE IN STREET NOTE1 VERTICAL CLEARANCE OF 12• MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE, INSTALLATION OF RECLAIMED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY ® PRESSURE REGULATOR P ------NO SCALE 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN TH[ STREET, POT ABLE SERVICE LINE CROSSING 0 1---------____;;.,.,,;;.,.,,;;____;:__ NO SCALE • n z -I I :I • I I Cl • • • • • • • z • -:I • Cl - 17 I I I I .• • • • • • 4 • . . " "RAINGUAR" AUTOMATIC CONTRO R MANUFACT. MODEL~ AND SIZE, MANUFACTURER'S PEDESTAL CONCRETE PAO FINISH GRADE LOW VOLTAGE CONTROL WIRES IN 3- IA, PVC SCH. 40 PVC SWEEP ELL CONDUIT I Wll<C. ' - PULL BOX - I • 18" • FINISH GRADE ~ NOT[St ' T ' ~ I ~~ -• • RECT ANGuLAft PLASTIC VALV OX TO BE MAO[ IN PULL BOXES OR REMOTE CONTROL VALVE BOXES, (41 BRICKS AT BASE t. INST ALL PULL BOl<ES AS SHOWN ON PLAN 2, AT JUNCTIONS WHERE RI.INS COMBINE, SPLICE COMMON GROUND IN PULL l!IOX, 3, PULL BOX COVER SHALL BE PERMANENTLY MARKED "ELECTRIC" 4. CONDUCTORS FOR EACH CONTROLLER CLOCK SHALL BE HARNESSED SEPARAT[L Y ANO AT SUFFICIENT INTERVALS TO MAINTAIN A DEFINITE BUNDLE. 5, ALL SPLICES SHALL BE MADE WITH A PROPERLY SET MECHANICAL SPLICE CONNECTOR ENT1REL Y ENCLOSED IN SELF -CURING RESIN ANO SHALL BE COMPLETELY WATER PROOF, 11, ALL SPARE WIRE ENOS SHALL BE INSULATED IN THE SAME MANNER AS WIRE SPLICES, :i:: SCH.40 PVC ME MAIN LIINNlg....:;•::--n--n t---"EDUCE COUPLING AT DIST. 110 VOLT ELECTRICAL SERVICE IN 7, f' SPECIFIED, ALL SPLICES SHALL BE WITH METALLIC ALLOY SOLDER PRIOR TO INST ALLING CONNECTORS. "" ~/ IOAPTOR. PVC SCH. 40 [LL _, ;ii ! PVC MMt. PVC LATERAL PVC SCH.80 NIPPLE Q MANUAL CONTROL VALVE W/ATMOSPH'ERIC BACKFLOW PREVENTER NO SCALE 81151 "EDUCING COIJPLING AT DIST, EQUAL TO 10X PIPE DIA. F'ROM FLOW SENSOR ®FLOW R NO SCALE SENSOR EOUAL TO 5X PIPE DIA. FROM FLOW SENSOR or REOUIREO) ® 7-24-96 RIGID PVC OR METAL CONDUIT ROM ELECTRICAL PANEL, VERIFY LOCATION AND SIZE WITH OWNER OR ELECTRICAL PLAN, CONTROLLER-TEMPORARY NO SCALE -.. A Lan_.,~ Aroblteoi11H • Pl•nnln1 IA loll• C.nl,.. II 11166 Town• C.nlre Drive, 8111\e 1140 .. ' Saa DI~ CA 8211!1-IIOOI 1118,llllO,I • l'ax llllo0,111110 DATE INITIAL REVISION DESCRIPTION ENG I NEER OF WORK 8. WIRE BUNDLES INSIOE PULL BOXES SHALL BE AT LEAST 4 INCHES FROM THE UNDERSIDE OF THE BOX COVER, MINIMUM SIZE PULL BOX SHALL BE AS SHOWN i'BOVE. LARGER BOXES MAY BE NECESSARY TO MEET 4" CLEARANCE REQUIREMENT. 0) ELECTRICAL PULL BOX NO SCALE 97-038 "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 35 PLANNING DEPARTMENT . IRRIGATION DETAILS FOR: RANCHO CARRILLO VILLAGES I A,B,C,&D' APPROVED -/4'0 if -21-ftf ASSISTANT 'R:1\NAING DIRECTOR ' DATE INITIAL DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: CT97-02 359-7L OTHER APPROVAL CITY APPROVAL RVWD BY: CMWD 97-542 -l- IRRIGATION LEGEND -RECLAIMED WATER • 0 di RAINBIRO 1804 -SAM LAWN SPRAY lt 30 12 2.01 2.60 1.30 IX) ';J ,), RAltlBIRD PA-8S SHRUB SPRAY WI HUHTER "HCV" ANTI-DRAIN VALVE 12' 30 12 2.01 2.60 1.30 @ @ RAINBIRD 1806 • SAM SHRUB ccSPc.cR-e.AccY _________________ ___,,-----t---+-~-----,,--=~t----+---' 12' 30 12 2.01 -1.30 ,-~'rt"-__ AA!_H_!!!!1.Q.1806 -SAM ST_:..:R,c.lP..:S:.:.P.:.A:'-'A--'-Y-------------------t-4'X30' RAINBIAD 1806 • SAM END STRIP SPRAY 4'X15' :;,,,cv~ f-'J<.:30' ,,-1,,NT/ · ~ • ,y 1#'..LVE r11 f<.NAQ51~ .' : -e.t:1-0W e,~e W/3,SLE-.1<.. ,. ,, .. ,.,,.,.,,,., .. ,,,""'''•'•'•'•" • ''•'••'•>·•>''•''"''<•'•<-'•"•'•'•"•'•'" .,,,,,,,.,.,,,.,.,,,,,,",'•'•"•'• •' ..,.,,,.,,,,,.,,,.,,,.,_.,.,, ... _i}) (2)@ HUNTER PGS-ARV WI FACTORY INSTALLED NOZ. AND ANTI-DRAIN VALVE ' :····:::•···:·:;: 38'~32' 28'-17" ff) (S) (6) HlltffER PGM-00-R WIFACTORY INSTALLED NOZ. AND ANTI-DRAIN V'--'Aa,Lc..cV . .ccE ______ -+=-" ·- 38'-32" 1-----=~r~= ,, (8)(9) HUNTER PGfl-ARV WI FACTORY INSTALLED NOZ.AND ANTI-DRAIN VALVE HUNTER PGM-12-R WIFACTOAY IHSTALLED NOZ. AND ANTI-DRAIN VAL.VE 28'~17' ,. .. . 30 15SST 30 15EST 80 15:'PT 30 9,7,4 30 3, 1.5,.75 30 7.4 30 1.5,,7S . . 0.32 0.35 0.32 0.35 - . . - 4.20 2.50 - -- J.o 2,60 1.30 2.60 1.30 0.65 0.65 0.65 - . . 1.20 0.64 1.20 0.64 1.24 0.61 I. 2-4 lb - A B B B A w ,P, C D Vo (/1'; flUA/Te:R. P&P ix,11-; .. ,:::;-,n~, INSTAlt.eO NQZ. Al,ID ,Nd/-CR','~ '.35~~ 3? 7, -4-a:2 :2 " /. ,Z. y ' \,, {!) NEISON #7645 QUICK COUPLER -1" ACME HIREADI • INSTALL WHERE SHOWN (AP!'.__Ro_x-'._1_so_· _o._c~>-----------------------·-,_,_E __ ~ RAINl31RD "PESB' -PRS-B PRESSURE REGULA TING REMOTE CONTROL -'-VA",L'-'V.cE ________ c--,---,-c:c.--------,-,--,,.,~-,--,,=-:;------~-+--F~--1 ~si ~5 ;~--ii IA/OtCAT!'. ''.",;;'A!N6CIA'il'.Y' C""!I RAINMASTER "EVOLUTION" STAND Al.ONE CONTROLLER WI FLOW METER CAPABILITY PART# HS15-$0X · ilmsoX-03/DXRSE G 5 YEAR MANUFACTURED ASSEMBLY GUARANTEE REQUIRED FROM H:,:.Y.:..:D:.:.A:..,O:::Sc.:cC.:..:A:...:PE=..P:...:A.:..:0::..,D:..:U:..:Cc:.T=..S.:..:R::cEQ=.U::.:l.:..:R::;ED=---------------------+-----l ,-----t--c_o_N_T_A_C_T STEVE MCCLEAN @_HYDROSCAPE PRODUCTS INC. TEL: 619· 560·6611 EXT. 3156 LSJ IRRI-TROL MC3G,PLIJS CONTROLLER PED. MOUNTED WI AAINGUARD "RGVR" AUTO RAIN SHUT-OFF (TEMPORARY) s IBrl FEBCO 825 Y REDUCED PRESSURE BACKFLOW PREVENTER W20 (M) GRISWOLD 2230 PRESSURE REGULATED MASTER VALVE WI FACTORY EPOXY FUSING COATING F t--~ (f )~-l.F_L_O_W_M_E~T.ER HALL BE DATA IHDUSTRIAL IA 220P J,_P_LA_S_TI_C.)_M_O __ D_E_L _______________________________ -t-_R_7 RECLAIMED WATER METER BY C.M.W.D. ()9 BALL VALVE -KING l!ROS. LO -TORO. MODEL (2" SIZE AND SMALLER) KING BROS. BLOCKED TRUE UNION BALL VALVE12-1r.l" AND LARGER\ H 8,1 PB 0 PULL BOX T CLASS 200 PVC LATERAL LINE (MIN. 12" COVER) "PACIFIC CAL"', "WATER WARN" OR EQUAL NON-POTABLE PIPE ( p~;:>, &" ra,M} J J & K ,__-_-__ --IPV_C MAINLINE (MIN. 18" COVER) SCHEDULE 40 PVC FOR Hl2" DIAMETER AND SMALLER AND CLASS 315 FOR 2" DIAMETER AND LARGER -FOR 3". 6'" IN DIAME1:!,!l_ PIP~-~N. 24" COVERI "PACIFIC CAL" '-WATER WARN"' OR EOUALPRESSURE PIPE ( .PLJRPi..e TOL_()R._(,~)----------+-----l PVC SLEEVES ( 2 TIMES DIAMETER OF THE PIPE E!:!_!:::);QSEDL. L FOR SLEEVING INSTALL A;:.s_:.F=.O:cLl:;.:-o,aw.:..:; ________________________________________ +----1 UNDER VEHICLE PAVING, USE SCH. 80 SLE~VES Wl36"' COVER FOR MAIN!!. LATERALS & WIRING . UNDER PEDESTRIAN PAVING. USE sett 40 SL .. EEVES Wil 8" COV_E_R_FO_R_M_A_IN_S~, ---~ ,&_W_IR_IH_G ____________________ -+----1 UNDER PEDESTRIAN PAVING, USE SCH. 40 SLEEVES W/ 12" COVER FOR LATERALS CONTROLLEA WIRES LOCATED UN DEA STREETS OR OTHER PEm..ANEHT IMPROVEMENT SHALL BE INSTAL.LED IN SEPARATE SCHEDULE 80 PVC SLEEVE ,_ ___ ,, -------------t-----< ST A TION NUMBER \ \d;I-G-P-M---------------------------------------------------+----1 VALVE SIZE-AU!_2_MA!'-"IC,_V"-A""L""VE=-----------------------------------------------,,----j m~~~JJ2!~~1.1JU1"rjlilee,.k,.=c~, -------~------+~ rfil l¼\..J~w f/. -~ ~iajp,, ~ W/1-iUU~" f4ov'',.<.IJ11 -~-i ~ - , . . ' • IRRIGATION LEGEND (PRIVATE) HOMEOWNER POTABLE WATER '?:;,sv'tA'BdL:tt \l:M/Ji:t)}::/\?!./i)//:/:Jntnt&E'S(:fFfr~fiBNJtXAUOfi6ruR'eR/MOOEC"NUtiBERirnI?1:f]:fr]rn:n:nm~nB:[:J1Nl1m:::) \\\:l'R·A'oJ('; :it PSfrm ·r·N'Qzi};; T:) " ~ ~=-+--+---i----+---+---+---1-----f--i--~ N 'v ,i, nAINBIRD PA-85 SHAUB SPRAY WI HUNTER "HCV .. ANTI-DRAIN VALVE 12' 12 2.60 1.30 0.65 A A @ It, RAIN BIRD 1806 SAM SHAUB SPRAY 12' 30 12 2.01 1.30 0.65 II B ~ ~--•-vsi .. il?1l 19, 6:1, tlUNTER PGS-ARV /W FACTORY INSTALLED NOZ. AND ANTI-DRAIN VALVE 38"-32' 30 9,7,4 0.32 4.20 2.60 1.20 C ~ HUNTER PGM-00-R /W FACTORY INSTALLED NOZ. AND ANTI-DRAIN VALVE 28'-lT 30 J,1 • .!5,.75 0.35 2.50 1.30 0.64 C HUNTER PGH•ARV /W FACTORY INSTALLED NOZ. AND ANTI-DRAIN VALVE: 38'-32" 30 7,4 0.32 2.60 1,20 D HUNTEFI PGM-12-R IW FACTORY INSTALLED NOZ. AND ANTI-DRAIN VALVE 30 1.S,.75 0.35 1.30 0.64 D CHAMPION 200 SERIES MANUAL VALVE WI 262 ATMOSPHERIC VACUUM BREAKER a ® WILKINS SOOHR SERIES PRESSURE REGULATOR SPRING RANGE 75-125 PSI FACTORY SET@85 PSI p IMI POTAl3LE WATER METER BY OWNER BALL VALVE· KING BROS. LO ·TORO. MODEL (2" SIZE AND SMALLER) r,-CAPPED MAINLINE· FUTURE RESIDENCE HOOK-UP CLASS 200 PVC LATERAL LINE IMIN.12"" COVER) POTABLE ---PVC MAINLINE /MIN, 18" COVEAI SCHEDULE 40 PVC POTABLE L__~\ VALVESIZE-MANUAL ~_/-l--'G"-P-"Mc__ __ ~------------------------------------------------1-----1 OPTIONAL BUBBLER I 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 SIDEWALK OR CURB--~ SCHEDULE 80 PVC-----.. NIPPLE LENGTH AS REQ. PVC TEE 2' MIN. ~Mm ill ~ FINISH GRADE ~ --GEAR DRIVEN LAWN POP-UP HEAD W/ FACTORY INSTALLED CHECK VALVE 3-t-1ARL f;>'. qo• SWING JOIN1" ~-PVC LATERAL LINE G)r-~-□E_s;-~-Ew __ G_R_A_D_E--,-B_U_B_B_L_E_R _____ 3/-7/-96 fv\ GEAR DRIVEN LAWN POP-UP HEAD 01-::NO:-:S::C::AL:-:E:-------------------------- »'"''~ "AS BUILT" ,;s. AUV"/ ~ ~t, --APPROVED FOR PLANTING t~'/~i't ~ AND IRRIGATION ONLY, • ~"? i "< /~"i:~ INCLUDING PRECISE DATE RLA EXP. "l~ -·~ ✓._.._ LOCATION OF PLANTING ~.I. ~ REVIEWED BY: 'or CA~'\ AREAS EXP. DATE ,,,i•,'\ INSPECTOR DATE CTTI CITY OF CARLSBAD ~ I PLANNING DEP.lRTIIENT 5 IRRIGATION LEGENDS FOR: RANCHO CARRILLO , VILLAGES 'A,B,C8cD' APPROVED -/4fiff ~Zl-f.f ASSISTANT'-l'LA~NING DIRECTOR OATE DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: PROJECT NO, DRAWING NO. REVISION DESCRIPTION CHKO BY: CT97~02 359 -7L ENG lN£ER OF WORK OTHER APPROVAL CITY APPROVAL RVWO BY: CMWD 97-54 .,.,--, C, (I . SECTION 02441 lfll:l.lllAIION SYSIEM l'ART 1 • GENERAL , . 1 1. 2 1 .2 .1 1.2.2 1. 3 1.4 GENERAL CONDITIONS: THE GENEFIAL CONDITIONS, 11"l!CIAL CONDITIONS, AND DIVISION 1, AIIE AN ADDED PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK SHALL APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. SCOPE: THE WOIIK INCLUDES ALL IIIEl'IVICl!!S, LAIIOR, MATEl'IIALII, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. OWNER/DEVELOPMENT WILL OBTAIN AND PAV ALL PERMITS REQUIRED BY GOVERNING AUTHORITIES. ALL ON SITE, RECLAIMED WATER PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AND ALL OTHER LOCAL GOVERNING CODES, RULES, AND REGULATION. ALL PIPING SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE MANUFACTURER'S NAME OR TRADEMARK, NOMINAL SIZE, AND SCHEDULE DR CLASS INDICATING THE PRESSURE RATING. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO TIii$ SECTION AS FULLY AS IF REPEATED HEREIN. PERMITS AND LICENSES UNLESS OTHERWISE STATED, SECURE nu;: REQUIRED LICENSES AND PERMITS INCLUDING PAYMENTS OF CHARGES ANO FEES, GIVE REQUIRED NOTICES TO PUBLIC AUTHORITIES, ANO 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. RELATED WORK; . 1 LANDSCAPING SECTION 02480 . 2 COMPLIANCE TO CITY OF CARLSBAD RECLAIMED WATER STANDARDS QUALITY ..ASSURANCE ,1 QUALIFICATIONS OF INSTALLIEFIS PROVIDE AT LEAST ONE PERSON WHO SHALL IE l"l'IESENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE WORK ANO WHO SHALL BE THOROUGHLY FAMILIAR WITH THE TYPE OF MATERIALS BEING INSTALLED, THE MATERIAL MANUFACTURE'$ RECOMMENDED METHODS OF INSTALLATION, THE CITY OE CABLSl!AQ._RECLAIMED WATER STANDARDS AND WHO SHALL DIRECT ALL WORK PERFORMED UNDER THIS SECTION. .2 .QOQES AND STANDARDS IN ADDITION TO COMPLYING WITH ALL PERTINENT CODES AND REGULATIONS. COMPLY WITH THE LATEST RULES OF THE NATIONAL ELECTRICAL CODE AND ELECTRICAL SAFETY ORDERS OF THE STATE OF CALIFORNIA, DIVISIONS OF INDUSTRIAL SAFETY, FOR ALL ELECTRICAL WORK AND MATERIALS. REFER TO THE LATEST EDITION OF THE GREEN BOOK STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION WHERE APPLICABLE. THE ClJY OF~ARL.SJIAO RECLAIMED WATER STANDARDS, LATEST EDITIONS AND RULES AND REGULATION FOR RECLAIMED WATER SERVICE IN THE CITY 01:.....!:.ABLlll!A.D., LATEST EDITIONS ARE INCORPORATED UNTO THESE SPECIFICATIONS BY REFERENCE WHERE RECLAIMED WATER IS PROPOSED. SUBMITTALS; • 1 SUBMIT COMPLliTE MATERIAL LIST PRIOR TO l"Ef'IFORMING ANY WOl'IK. .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 BETWEEN EACH ITEM) ITEM, DESCRleIJQN MANU!!ACTURER MODEL NO, 1. PRESSURE MAINLINE WATER WARN SCH. 40 2. SHRUB HEAD RAIN BIRD 1806•12F 3, ETC, ETC . ETC. . 3 EQUIPMENT OPI MATl!PIIALS INSTALLED 011 FUl'INISHED WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT OR CITY INSPECTOR MAY BE REJl:CTeo AND SUCH MATERIALS REMOVED FROM THE SITE AT NO EXPENSE TO THE OWNER/DEVELOPMENT. , 4 APPROVAL OF ANY ITEMS, ALTERNATIVE, OR SUBSTITUTION INDICATE ONLY THAT THE PRODUCT(S) APPARENTLY MEET THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTED. , 5 THE CONTRACTOR IS RESPONSIBLE FOR SUBSTITUTED ITEMS, If SUBSTITUTION UNSATISFACTORY, REPLACE IT WITH ORIGINALLY NO COST TO THE OWNER/DEVELOPMENT. GUARANTEE: PERFORMANCE OF PROVES TO BE SPECIFIED ITEM, AT .1 SUBMIT WRITTEN GUARANTEIE IN APPROVl!D FOPIM THAT ALL WORK SHOWING DEFECTS IN MATERIALS OR WORKMANSHIP WILL BE REPAIRED OR REPLACED AT NO COST TO THE OWNER/OEVEl.OPMENT FOR A PERIOD OF ONE YEARS FROM THE DATE OF ACCEPTANCE BY THE OWNER/DEVELOPMENT. .2 THE GUARANTEE FOAM SHALL BIE RE-TYPED ONTO THE CONTRACTOR'S LETTERHEAD AND CONTAIN THE FOLLOWING INFORMATION: A. GUARANTEE FOIi ll'lf'IIGATION SYSTEM • (l"IIOJECT 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 AND SPECIFICATIONS, ORDINARY WEAR AND TEAR AND UNUSUAL ABUSE, OR NEGLECT EXCEPTED. WE AGREE TO REPAIR OR REPLACE ANY DEFECTS IN MATERIAL OR WORKMANSHIP WHICH MAY DEVELOP DURING THE PERIOD OF 1 VEAR FROM DATE OF ACCEPTANCE ANO ALSO TO REPAIR OR REPLACE ANY DAMAGE RESULTING FROM THE REPAIRING OR REPI.ACING OF SUCH DEFECTS AT NO ADDITIONAL COST TO THE OWNER/DEVELOPMENT. WE SHALL MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME, AS DETERMINED BY THE OWNER/DEVELOPMENT, AFTER RECEIPTS OF WRITTEN NOTICE. IN THE EVENT OF OUR FAILURE TO MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME AFTER RECEIPT OF WRITTEN NOTICE FROM THE OWNER/DEVELOPMl:NT, 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. El. PROJECT: (PROJECT NAME) C. LOCATION: (LEGAL DESCRIPTION OF PROJECT PROPERTY) SIGNED: ___________ TITLE: _________ _ ADDRESS: _____________________ _ TELEPHONE; SIGNATURI: AND DATE; _________________ _ 1.5 Ol!ISERVATION: 1.5.1 INSPECTION SCHEDULE 1. e 1.6.1 1 .I. 2 1 .6. 3 1. 6. 4 1.6.9 1.6.6 .1 IN ALL CASES WHERE Ol!ISERVATION OF THE SPRINKLER SYSTEM WORK IS REQUIRED AND/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE DIRECTION AND/OR OBSERVATION OF THE LANDSCAPE ARCHITECT OR CITY INSPECTOR. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR IN ADVANCE FOR THE FOLLOWING INSPECTIONS, ACCORDING TO nie TIME INDICATED; A. PAE-JOB CONFERENCE -7 CALENDAR DAYS B. LOCATION OF IRRIGATION SLEEVES C. LAYOUT OF CONTROL EQUIPMENT, SPRINKLER HEADS AND PIPING• 32 HOURS 0. PRESSURE MAINLINE INSTALLATION AND TESTING • 32 HOURS E. CONFORMANCE TO REGULATIONS FOR RECLAIMED WATER • 32 HOURS F. LATERAL TRENCH DEPTH CHECK • 32 HOURS G. COVERAGE TEST • 32 HOURS H. FINAL INSPECTION -48 HOURS I. NOTIFY THE l,ITY OF .l,ARLS!lAD 24 HOURS IN ADVANCE OF BEGINNING OF WORK. (438·1161, EXT. 4221) J, NOTIFY TliE CITY Of CARLSBAD 24 HOURS IN ADVANCIE OF BEGINNING CONSTRUCTION. (438·1161, EXT. 4221) . 2 WHEN INSPECTIONS HAVE BEEN CONDUCTED BY OTHER THAN THE LANDSCAPE ARCHITECT OR THE LANDSCAPE COORDINATOR, SHOW EVIDENCE OF WHEN AND BY WHOM THESE INSPECTIONS WERE MADE. .3 NO INSPECTION WILL COMMENCE WITHOUT AS-BUILT DRAWINGS. IN THE EVENT THE CONTRACTOR CALLS FOR AN INSPECTION WITHOUT AS·BUILT DRAWINGS, WITHOUT COMPLETING PREVIOUSLY NOTED CORRECTIONS, OR WITHOUT PREPARING THE SYSTEM FOR INSPECTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REIMBURSING THE LANDSCAPE ARCHITECT OR THE LANDSCAPE COORDINATOR AT THE RATE OF $95.00 PEA HOUR (PLUS ANY TRANSPORTATION COST) FOR THE INCONVENIENCE. NO FURTHER INSPECTIONS WILL BE SCHEDULED UNTIL THIS CHARGE HAS BEEN PAID. THE CITY WILL REQUIRE AS·BUILT DRAWINGS TO BE APPROVED PRIOR TO BACKFILLING MAINLINE TRENCH. TESTING; GENERAL . 1 FURNISH ALL NECESSAFIY TESTING IEQUIP'MENT ANO PEFISONNEL TO MEET TESTING REQUIREMENT . 2 CORRECT ALL DEFECT AND RETEST UNTIL ACCEPTANCE BY OWNER AND CITY. TESTS . 1 MAKE HVDIIOSTATIC TESTS ONLY IN THE PRESENCE OF THE REPRESENTATIVE OF THE OWNER/DEVELOPMENT. AIR PRESSURE CHECK ALL LINES THAT COULD WEAKEN OR DAMAGE ANY MAJOR STRUCTURES OR HARDSCAPES, IF WATER WERE USED. NO PIPE SHALL llE BACKFILLED UNTIL IT HAS BEEN INSPECTED, TESTED, AND APPROVl:D. (INCLUDING AS-BUil TS) . 2 FURNISH NECESSARY FORCE PUMP AND ALL OTHER TEST EQUIPMENT. . 3 TEST ALL PRESSURE MAINLINES UNDER A HYDROSTATIC PRESSURE OF 1o0 P.S.I. FOR A PERIOD OF FOUR HOURS. , 4 ALL TESTING SHALL BE APPROVED PRIOR TO THE INSTALLATION OF REMOTE CONTROL VALVES, QUICK COUPLERS, OR OTHER VALVE ASSEMBLIES. . 5 ALL PIPING UNDER PAVED AREAS SHALL IE TESTED UNDER A HYDROSTATIC PRESSURE OF 150 P.S,I. ANO PROVED WATERTIGHT, PRIOR TO THE PAVING OPERATION . A.ll,lllSI!NG SYSTEM , 1 THE CONTRACTOR SHALL fLUSH AND ADJUST ALL IRl'IIGATION HEADS AND VALVES FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO WALKS, ROADWAYS, BUILDINGS, WALLS ANO OTHER STRUCTURES AS MUCH AS POSSIBLE. . 2 IF IT IS DETERMINED THAT ADJUSTMENTS IN THI: IRRIGATION EQUIPMENT OR NOZZLE CHANGES WILL PROVIDE PROPER AND MORE ADEQUATE COVERAGE, MAKE ALL SUCH CHANGES OR MAKE ARRANGEMENTS WITH MANUFACTURER TO HAVE ADJUSTMENT MADE, PRIOR TO PLANTING. • 3 ADJUST REMOTE CONTROL VALVES (BATTERY SYSTEMS) SO THAT THE MOST REMOTE SPRINKLER HEADS OPERATE AT THE PRESSURE RECOMMENDED BY SPRINKLER MANUFACTURER. ~RAGE TEST .1 WHEN THE IRRIGATION SYSTEM 15 COMPLETED, PERFOl'IM A COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT, LANDSCAPE COORDINATOR OR CITY INSPECTOR, TO DETERMINE IF THE WATER COVERAGE FOR PLANTING AREAS IS COMPLETE ANO ADEQUATE. FURNISH ALL MATERIAl.S AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLANS OR WHERE THE SYSTEM HAS BEEN WILLFULLY INSTALLED AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUSLY INADEQUATE OR INAPPROPRIATE, WITHOUT BRINGING THIS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR. THIS Tl:ST SHALL BE ACCOMPLISHED BEFORE ANY GROUND COVER IS PLANTED. IWllaCL BURIAL CONTROL WIRES . 1 ALL WIRING SHALL BE TESTED FOR CONTINUITY, OPEN CIRCUITS AND UNINTENTIONAL GROUNDS PRIOR TO CONNECTING TO EQUIPMENT. Ti1E MINIMUM INSULATION RESISTANCE TO GROUND SHALL BE FIFTY (50) MEGAOHMS. ANY WIRING NOT MEETING THIS REQUIREMENT $1,ALL BE REPLACED, AT THE CONTRACTOR'S EXPENSE. FIN AL AC Qff.IA.tl.c..E , 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 ANO APPROVAL. FINAL ACCEPTANCE BY THE OWNER DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY OF WARRANTY. MINOR ADJUSTMENTS . 1 MINOR ADJUSTMENTS (LEVELING AND CLEANING SPAINKU,l'I HEADS, VALVE BOXES, ETC. INCLUDING PROTECTION FROM VANDALISM) WILL BE MADE BY THE OWNER AFTER ACCEPTANCE OF THE SYSTEM AND DURING THE WARRANTY PERIOD. 1 . 7 Al!COF!D DRAWINGS: 1. 7 .1 RECORD DRAWINGS 1.7.2 1. 7 .3. .1 RECORD DRAWINGS SHALL BE PREPARED AND SHALL SHOW ALL CHANGES IN THE WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS INCLUDING THOSE INVOLVING BOTH CONSTANT-PRESSURE AND INTERMITTENT-PRESSURE LINE:S AND APPURTENANCES. . 2 ALL CONCEPTUAL OR MAJOR DESIGN CHANGES, INCLUDING ANY CHANGES THAT MAY BE AFFECTED BY THE REQUIREMENTS OF THESE STANDARD SPECIFICATIONS, SHALL BE APPROVED BEFORE IMPLEMENTING THE CHANGES IN THE CONSTRUCTION CONTRACT. FAILURE TO RECEIVE PRIOR APPROVAL MAY RESULT IN TERMINATION OF SERVICE. .3 RECORD ACCURATELY ON ONE SET OF BLACK AND WHITE PRINTS OF THE IRRIGATION DRAWINGS, ALL CHANGES IN WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS, INCLUDING CHANGES IN BOTH PRESSURE AND NON-PRESSURE LINE. . 4 UPON COMPLETION OF EACH INCREMENT OF WORK, TRANSFER ALL SUCH INFORMATION AND DIMENSIONS TO THE PRINTS. RECORD CHANGES AND DIMENSIONS IN A LEGIBLE AND PROFESSIONAL MANNER. WHEN THE DRAWINGS ARE APPROVED, TRANSFER ALL INFORMATION TO A SET OF REPRODUCIBLE SEPIA MYLAR DRAWINGS SUPPLIED AT COST BY THE LANDSCAPE ARCHITECT. . 5 DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE (BUILDINGS, MONUMENTS, SIDEWALKS, CURBS, PAVEMENT). POST INFORMATION ON AS-BUILT DRAWINGS DAV TO DAY AS THE WORK IS INSTALLED, ALL DIMENSIONS NOTED ON DRAWINGS SHALL BE 1/4 INCH IS SIZE. . 9 UPON COMPLETION OF EACH INCREMENT OF WORK, ALL REQUIRED INFORMATION AND DIMENSIONS SHALL BE TRANSFERRED TO THE RECORD DRAWINGS. FACILITIES AND ITEMS TO BE LOCATED AND VERIFIED ON THE RECORD DRAWINGS. SHOW DIMENSIONAL LOCATION AND DEPTH OF THE FOLLOWING: A. POINT OF CONNECTION B. ROUTING OF IRRIGATION PRESSURE MAINLINES AND ALL SLEEVES (DIMENSION MAXIMUM 10 FEET ALONG ROUTING ANO ALL DIRECTIONAL CH ANGES.J C. GATE VALVES. 0. IRRIGATION CONTROL VALVES E. QUICK COUPLER VALVES F. ROUTING OF CONTROL WIRES G. AUTOMATIC CONTROLLERS H. OTHER RELATED EQUIPMENT (AS DIRECTED BY THE LANDSCAPE ARCHITECT) • 7 MAINTAIN AS·BUILT DRAWINGS ON THE SITE AT ALL TIMES. THESE DRAWINGS ARE SUBJECT TO INSPECTION AT ANYTIME. . 9 MAKE ALL CHANGES TO REPRODUCIBLE DRAWINGS IN INK (NO BALL· POINT PEN). USE ERADICATING FLUID WHEN REDOING DRAWINGS. CHANGES AND DIMENSIONS SHALL BE RECORDED IN A LEGIBLE AND PROFESSIONAL MANNER, RECORD CONSTRUCTION DRAWINGS SHALL BE MAINTAINED AT THE JOB-SITE DURING CONSTRUCTION . . I THE LANDSCAPE ARCHITECT SHALL PROVIDE A COMPLETE SET OF "AS-BUILT" MYLARS TO THE CITY OF CARLSBAD UPON COMPLETION OF CONSTRUCTION. ONA WILL BE REQUIRED TO TRANSFER ALL AS- BUILT INFORMATION TO MYLARS. AS•BUIL TS SHALL BE ON CITY ORIGINAL MYLARS. CONTROLLER CHART . 1 AS•BUIL T DRAWINGS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR BEFORI: 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 REDUCED . . 4 CHART SHALL 8E BLACKLINE PRINT AND A DIFFERENT PASTEL TRANSPARENT COLOR USED TO SHOW AREA OF COVERAGE FOR EACH STATION. . 5 WHEN COMPLETED AND APPROVED, HERMETICALLY SEAL THE CHAFIT BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM 20 MILS THICK. . 6 CHARTS SHALL BE COMPLETED AND APPROVED PRIOR TO FINAL INSPECTION OF THE IRRiGATION SYSTEM . OPERATION AND MAINTENANCE MANUALS .1 PREPARE AND DELIVER TO THE OWNER WITHIN 10 CALENDAR DAYS PRIOR TO COMPLETION OF CONSTRUCTION, ALL REQUIRED AND NECESSARY DESCRIPTIVE MATERIAL IN COMPLETE DETAIL AND PROPERLY PREPARED IN FOUR (4) INDIVIDUAL BOUND COPIES. DESCRIBE THE MATERIAL INSTALLED IN SUFFICIENT DETAILS TO PERMIT QUALIFIED OPERATING PERSONNEL TO UNDERSTAND, OPERATE AND MAINTAIN ALL EQUIPMENT. INCLUDE SPARE PARTS LIST AND RELATED MANUFACTURER INFORMATION FOR EACH EQUIPMENT ITEM INSTALLED. EACH MANUAL StlALL INCLUDE THE FOLLOWING; A. INDEX SHEET STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER. B. DURATION OF GUARANTEE PERIOD C. LIST OF EQUIPMENT WITH NAMES AND ADDRESSES OF MANUFACTURER'S LOCAL REPRESENTATIVE. D. COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR EQUIPMENT. . 2 IN ADDITION TO THE MAINTENANCE MANUALS, PROVIDE THE MAINTENANCE PERSONNEL WITH INSTRUCTIONS FOR MAJOR EQUIPMENT AND SHOW WRITTEN EVIDENCE TO THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR AT THE CONCLUSION OF THE WORK THAT HIS SERVICE HAS BEEN RENDERED . le■ ... ,. '"'llll"Ulir. • Pl•••••· La Jell• Ca■tre II 'MU 'tovn• C•nLre Drl••• llillll• 140 lo■ Dlgo, CA Mltl•- •18..660.1676 • Fu: 600.IMO DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 1.7.4 CHECK LIST 1. 8 .1 COMPLETE THE FOLLOWING CHECKLIST AT THE ENO OF THIE PROJECT, USING THE FORMAT SHOWN: A. PLUMBING PERMITS (IF NONE REQUIRED, SO NOTE) 8. MATERIALS APPROVAL C. PRESSURE MAINLINE TEST (BY WHOM AND DATE) D. AS-BUILT DRAWINGS COMPLETED (RECEIVED BY ANO DATE) E. CONTROLLER CHART COMPLETED (RECEIVED BY AND DATE) F. MATERIALS FURNISHED (RECEIVED BY AND DATE) G. OPERATION ANO MAINTENANCE MANUALS FURNISHED (RECEIVED BY AND DATE) H, SYSTEM AND EQUIPMENT OPERATION INSTRUCTIONS (RECEIVED BY AND DATE) I. MANUFACTURER WARRANTEES (RECEIVED BY AND DATE) J. WRITTEN GUARANTEE BY CONTRACTOR (RECEIVED BY AND DATE) • 2 FORWARD SIGNED AND DATED CHECKLIST TO LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR BEFORE FINAL ACCEPTANCE OF PROJECT. Ci.Efil:RAL REO\JIREMENTS; 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 IS GRANTED BY THE AGENCY. 1.8.2 EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING IN THE AREA DUE TO EXISTING UTILITIES, CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES CAUSED BY HIS OPERATIONS. 1.8.3 CONNECTIONS SHALL 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 AND RELATIVE LOCATIONS OF ALL INSTALLATIONS. 1.8.5 ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX (6) INCHES FROM EACH OTHER, ANO FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. 1.8.7 DIELECTRIC BUSHINGS SHALL BE USED IN ANY CONNECTIONS WITH PIPING OF DISSIMILAR METAL MATERIALS. 1.8.8 POINT OF CONNECTION SHALL BE APPROXIMATELY AS SHOWN ON DRAWINGS. CONNECT NEW UNDERGROUND PIPING AND VALVES AND PROVIDE ALL FLANGES, ADAPTERS OR OTHER NECESSARY FITTINGS FOR CONNECTION . 1.8.9 PERMISSION TO SHUT OFF ANY EXISTING IN-USE WATER LINES MUST BE OBTAINED 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.Q.12 THE WORK SHALL BE ACCEPTED IN WRITING WHEN THE ENTIRE SCOPE OF WORK HAS BEEN COMPLETED SATISFACTION TO THE OWNEF< 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 ANO NOT IN THE SPECIFICATIONS, OR IN THE SPECIFICATION S ANO NOT ON THE PLANS, IT SHALL BE CONSIDERED IN BOTH. WHEN CONFLICTS ARISE, THE HIGHEST STANDARDS WILL PREVAIL. THI: OWNER OR HIS AUTHORIZED REPRESENTATIVE SHALL HAVE THE FINAL AUTHORITY ALL ITEMS OF THE PROJECT. 1.8.13 SERVICE BY THE CONTRACTOR; THE CONTRACTOR SHALL SERVICE THE SYSTEM AT THE OWNER'S REQUEST DURING THE GUARANTEE PERIOD AND SHALL l!IE PAID FOR WORK PERFORMED WHICH IS NOT COVERED BY THE GUARANTEE, IF REQUESTED BY THE OWNER, THE CONTRACTOR SHALL FURNISH THE OWNER WITH A SCHEDULE OF SERVICE FEE FOR ADDITIONAL WORK REQUESTED OUTSIDE OF THE GUARANTEE. THE CONTRACTOR SHALL ENGAGE THE S!!RVICES OF A PROFESSIONAL WATER MANAGEMENT COMPANY APPROVED BY THE IRRIGATION DESIGNER TO PROVIDE SUPPORT SERVICES FOR THE FOLLOWING IRRIGATION EQUIPMENT: EXCESS FLOW SENSING AUTO-RAIN SHUT OFF AND CALIBRATING SENSORS FOR EXCESS FLOW. INSPECT AND TEST CONTROLLERS AND GROUND FAULT. PROVIDE TECHNICAL SUPPORT ON THE JOB SITE AS REQUESTED BY CONTRACTOR FOR CONTROLLERS, EXCESS FLOW SENSING AND AUTO- RAIN SHUT OFF SENSING SYSTEMS. TRAINING IN OPERATION OF ALL EQUIPMENT. FIVE VEAR LIMITED FIELD SERVICE WARRANTY FOR CONTROLLl!FIS AGAINST ORIGINAL DEFECTS IN MATERIALS AND WORKMANSHIP, WARRANTY SHALL BE PROVIDED IN WRITING. AVAILABLE THROUGH HYDROSCAPE PRODUCTS -STEVE MCCLEAN (619) 560-1600. "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING .AREAS RLA _____ EXP,---- REVIEWED BY: INSPECTOR DATE DATE IRRIGATION SPECIFICATIONS FOR: DATE INITIAL DATE INITIAL OTHER APPROVAL C !TY APPROVAL RANCHO VILLAGES CARRILLO 'A B C, 0 D' ' • oc APPROVED ~ .,,£ f'l /. tt .,::;:,;;:-:;=~'*-il'!'f;.~;-;;;,E;:;CT;:;O;;R ----1DA E ASSISTANT PLANNING DIR OWN BY: PROJECT NO, DRAWING N□. CHKO av, ___ _ RVWO BY: CT97-02 359-7L CMWD 97-542 PART 2 -PRODUCTS 2.1 MATERIALS: ALL MATERIALS AND l!OUIPMl!NT USED IN SPl"IINKLEPI ll"IPIIGATION WO'PIK SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS ANO OF QUALITY AND PERFORMANCE AS SPECIFIED. 2 .1. 1 PIPING: PIPE SIZES SHOWN APIE NOMINAL INSIDi DIAMETl:R UNLl!SS OTHERWISE NOTED. 2.1.2 2 .1.3 2.1.4 2. 1. 5 2.1.6 2.1. 7 2,1,8 , 1 POLYVINYL CHLORIDE f'lf'E IPOJABLEl: ALL PVC MATERIAL SHALL CONFORM TO ASTM 01784, CELL CLASS 124548. A. PVC PLASTIC PRESSURE LINl!S: FOR PIPING UPSTREAM Q,F MANUAL CONTROL VALVES SHALL BE PVC 1120, CLASS 315 (SOR 13.5) CONFORMING TO ASTM D2241 OR SCHEDULE 40, CONFORMING TO ASTM D1785. Ill. PVC PLASTIC NON-PRESSUPIE LINES; FOR PIPING DOWNSTREAM OF REMOTE CONTROL VALVES, SHALL l!E PVC 1120, CLASS 200 (SDR 21), CONFORMING TO ASTM on41. C. IDENTIFICATION: FURNISH PLASTIC PIPE CONTINUOUSLY AND PERMANENTLY MARKED WITH FOLLOWING INFORMATION: MANUFACTURER'S NAMI: 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 COOED PURPLE") FOR NON- POTABLE WATEAi PVC PLASTIC PRESSURE LINES: FOR PIPING UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS. ALL FOUR (4) INCH AND SMALLER SHALL l!E PURPLE COLORED PVC MEETING ASTM-1784, TYPE I, GRADE PVC-1120, CELL CLASS1254B. PIPE, ASTM 2241 FOR SOR CLASS PIPE, ASTM 2672 FOR "ALERTLINE" OR EQUAL. P.lilaSSURE MAINLINE: 1-1/2" AND SMALLER Pll"E -SCHl!DULE 40 l"VC 2" .AND LARGER PIPE -CLASS 315 PVC, SDR-15.5 NON-PRESSURE LATERAL; ALL NON-PRESSURE PIPE • CLASS 200 PVC PIP'E LYPE I GRADE I eve PIPE: OUTSIDE DIAMETER OF PIPE SHALL l!JE THE SAM£ AS IAON l"ll"IE. PIPE SHALL BE MARKED ON TWO SIDES OF THE PIPE AT 24" INTERVALS WITH "CAUTION RECLAIMED WATER." SCHEDULE 40 PIPE SHALL NOT BE THREADED. SOLVENT SHALL BE AS SUPPLIED BY PIPE MANUFACTURER. PIPE SHALL BE PURPLE IN COLOR. -3 l!Jl'IASS PIPE SHALL Bfl IPS STANDARD WEIGHT 125 POUNDS, 85% RED BRASS, FITTINGS AND CONNECTIONS; -1 POL l'VINVL CHLORIDE PIPE FITTINGS ANO CONNECTIONS: TYl"E 11, GRADE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING' TAPERED SOCKET OR MOLDER THREAD TYPE, SUITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE THREADED FITTINGS ANO PLASTIC SADDLE AND FLANGE! FITTINGS ARE NOT ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED WITH FOLLOWING INFORMATION: NOMINAL PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC FITTING SHALL CONFORM TO ASTM D2464 AND D2466. . 2 BRASS PIPE FITTINGS AND CONNECTIONS: STANDARD 125 POUND CLASS 85% RED BRASS FITTINGS AND CONNECTIONS. J'lllifil; .1 ALL SPAINKLEPI Hl!ADS SHALL HAVE AISEPII AND SWING JOINTS Al SHOWN IN THE DETAIL DRAWINGS. ALL RISERS AND SWING JOINTS SHALL USE MARLEX FITTINGS AND SCHEDULE 80 PVC RISERS OFI NIPPLES. FITTINGS: . 1 FITTINGS, IN GENll!PIAL, l'Ofl ALL INSTALLATIONS SHALL IIIE CONSIDERED INCIDENTAL TO THE CONTRACT PRICE AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL OF REQUIRED FITTINGS TO COMPLETE THE CONTRACT. • 2 ALL FITTINGS FOR PIPE THREE [3) INCHES AND SMALLER SHALL BE SCHEDULE 40 , 3 ALL TEES FOR THE INSTALLATION OF SWING JOINTS WILL 191!. INSTALLED WITH DURA, LASCO TEE OR EQUAL. J\UJOMAJIC CONTROL WIA!!: , 1 ELECTRIC WIRING RUNNING FROM CONTROLLEII TO THE AUTOMATIC CONTROL VALVES SHALL BE NO. 14 SOLID, SINGLE CONDUCTOR, COPPER WIRE, 4/64 INCH INSULATION, 4/64 INCH NEOPRENE JACKET, STYLE BR (DIRECT BURIAL) OR EQUAL, COLOR CODE WIRES TO EACH CONTROLLER, COMMON WIRE SHALL BE WHITI: N0.12 SOLID, SINGLE CONDUCTOR WIRE, 4/64 INCH INSULATION, 4/64 INCH NEOPRENE JACKET, STYLE BR (DIRECT BURIAL ) OR EQUAL , MONITORING DEVICES , 1 ALL MONITORING DEVICl!S SUCH AS FLOW AND PPIESl!IUIIE MEASUREMENTS, SHALL ae AS SHOWN ON DRAWINGS. 120 VOLT WIRE JO CONTROLLER , 1 120 VOLT WIRE SHALL WIRE SHALL IIE PEPI LOCAL CODE AS TVJ'E SIZE AND QUALITY. INSTALL U.L. APPROVED CONDUIT A MINIMUM OF 24'' BELOW GRADE FROM THE POWER METER TO CONTROL UNITS OR OTHER REQUIRED SERVICES. ALL SPLICES TO BE IN APPROVED PULL BOXES. ALL WIRES TO BE TWIN COPPER OR OTHER DESIGNATION AS REQUIRED BY CODE. AUTOMATIC CONTROLLER: .1 AUTOMATIC CONTROLLEPI: FULLY AUTOMATIC l•N OPEPIATION AND CAPABLE OF OPERATING THE NUMBER OF STATIONS OF REMOTE CONTROL VALVES AS NOTED. . 2 CONTROLLER ENCLOSURE ASSEMBLY; PEDESTAL MOUNTED AS NOTED, WITH A SEPARATE STAINLESS STEEL ENCLOSURE, TERMINAL STRIP, ON/OFF DISCONNECT SWITCH WI 110VOLT GROUNDED OUTLET RAINGUARD AUTO•RAIN SHUT-OFF DEVICE AND LOCKING, HINGED COVER. AVAILABLE FROM HYDROSCAPE PRODUCTS INC. 5805 KEARNY VILLA RD. SAN DIEGO, CALIFORNIA (619)560-1600 -3 AUTOMATIC CONTROLLERS SHALL BE OF THE TVPI! AND MANUFACTURERS SHOWN ON THE DRAWINGS OR APPROVED EQUAL AND INSTALLED PER MANUFACTURES RECOMMENDATIONS AND DETAIL DRAWINGS , 4 ALL CONTROLLl:RS SHALL l!IE GROUNDED IIY COl"Pl!R CLAD GROUNDING ROD AND GENERAL ELECTRIC LIGHTNING ARRESTOR # SL 15DCB002 (50 OHMS RESISTANCE REQUIRED) I 2,1.9 REMOTE CONTP!OL VALVES, EU!CTRICAL . 1 THE ELECTRIC REMOTE CONTROL VALVES(PPll!SSURII! Pll!:GULATING) SHALL BE OF THE STYLE AND MANUFACTURES SHOWN ON THE DRAWINGS, OR APPROVED EQUAL, ANO 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 AND MANUl'ACTUl"ll!S SHOWN ON THIE DRAWINGS, OR APPROVED EQUAL, AND INSTALLED PER DETAILS DRAWINGS AND MANUFACTURER'S RECOMMENOATIONS. 2 .1. 11 VALVE BOX: • 1 ALL VALVES INCLUDING PAl!SSURE l'!EGULATING VALVES, MASTER VALVES, REMOTE CONTROL VALVES, GATE VALVES, AND QUICK COUPLER VALVES SHALL 81' INSTALLED IN SUITABLE VALVE BOXES AS SHOWN IN DETAILS. ALL SHALL BE MARKED "PRV","MV","RCV","GV", OR "DF" RESPECTIVELY WITH STATION NUMBERS FOR CONTROL VALVES EMBOSSED ON THE VALVE COVER. ALL SHALL STATE "RECLAIMED WATER" IN ENGLISH AND SPANISH. (RCV BOXES SHALL HAVE LOCKING COVERS) OTHER BOl<ES SUCH AS PULL BOXES, ETC. SHALL BE MARKED ACCORDINGLY. VALVE BOXES SHALL BE PURPLE IN COLOR. 2. 1.12 SPRINKLER HEAD; • 1 SPRINKLER HEADS SHALL Ill! AS REQUIRED ON THE DIIAWINGS OPI APPROVED EQUAL ALL SPRINKLER HEADS ARE TO HAVE FACTORY BUILT IN CHECK VALVES OR A CHECK VALVE UNDER EACH HEAD. SPRINKLER HEADS SHALL HAVE A FACTORY COLORED "PURPlE RECLAIMED WATER" DESIGNATION AS A PART OF THE SPRINKLER OR IF NOT AVAILABLE BE PAINTED PURPLE AS DIRECTED BY THE CITY OF CARLSBAD. 2. 1 .1 3 !ilUICK COUPLER VALVES (NON-POTAIILI!\: .1 QUICK COUPLING VALVES SHALL BE 01' THE MANUl'ACTUPIER SHOWN ON THE DRAWINGS. EACH QUICK COUPLER SHALL HAVE A MOLDED VINYL LOCKING COVER WITH ACME THREADS FOR RECLAIMED WATER SERVICE. . 2 UPON COMPLETION OF THE CONTRACT AND PRIOPI TO FINAL ACCEPTANCE, SUPPLY THE OWNER WITH QUICK COUPLER KEYS AND HOSE ELLS OF THE QUANTITY CAL.I.ED FOR IN IRRIGATION SECTION 2.1.22. THE KEYS AND HOSES ELLS SHALL Bl: OF THE SAME MANUFACTURER AS THE COUPLING VALVE. • 3 SHALL BE 1" SIZE AS MANUFACTURED BY NELSON SPRINKLERS CO. 2.1.14 !BALL VALVE$; .1 BALL VALVE TWO (2") INCH SIZE AND SMALLER SHALL MEET ASTM STANDARDS WITH SEALS WHICH ARE SELF ADJUSTING TO COMPENSATE WEAR. BALL VALVES SHALL HAVE MOLDED MICRO- FINISH BALL WITH LOW TORQUE REQUIREMENTS TO OPERATE UNIT MANUALLY. BALL VALVE SHALL HAVE A PATENTED FEATURE "PRE• LOADED" STEM SEAL ANO IMPACT RESISTANT HANDLES. • 2 BALL VALVES (2-1/2) INCH SIZE TO (4) INCH SIZE SHALL HAVE DOUBLE UNION WITH ONE END !!LOCKED WHICH PREVENTS BALL FROM BEING BLOWN OUT UNDER PRESSURE. BALL SEATS ARE TEFLON TO INSURE EASE OF OPERATION. END CONNECTOR CARRIER AND STEM "0' RING ARE EPDM OR VITON. 2 .1. 1 5 MANUAL CONTROL VALVE: .1 MANUAL CONTROL VALVE 3/4" AND 1" SIZE SHALL Bl!: MADE OF HEAVY-DUTY BRASS WITH A WHEEL HANDLE AND RATED TO 150 PSI . 2.1.18 ATMOSPHERIC VACUUM BREAKER: .1 ATMOSPHERIC VACUUM BREAKER 3/4" AND 1" SIZE SHALL 11!: MADE OF HEAVY-DUTY BRASS CONSTRUCTION PREVENTING BACKFLOW OF WATER INTO FRESH WATER LINES. OPERATING PRESSURE OF 15 TO 150 PSI AND SHALL BE MANUFACTURED BY THE SAME MANUAL CONTROL VALVE LISTED ABOVE. 2, 1, 17 BACKFLOW PREVENTER: UNIT SHALL Ill!: AS SHOWN ON PLANS OR EQUAL, AS APPROVED BY ARCHITECT ANO CARLSBAD MUNICIPAL WATER DISTRICT. 2.1.18 CONCRETE FOOTINGS SHALL BE 2,D00 PSI CONCRETE! AT 28 DAYS. 2.1.19 BACKFILL SHALL BE CLEAN FILL SOIL WITH NO ROCKS OR CLOD 1/2" OR LARGER. 2.1 .20 WARN!NG TAPE : , 1 SHALL BE PL,\STIC TAPE! PR!!l'ARED WITH SILVEPI l"RINTING ON A PURPLE FIELD HAVING THE WORDS, :CAUTION; RECLAIMED WAT~ L!.NE BELOW" • THE OVERALL WIDTH SHALL BE 3 INCHES. . 2 WARNING (CAUTION) TAPE SHALL BE MANUFACTURED l!IY THOR ENTERPRISE, INC., P.O. BOX 450 SUN PRAIRIE, WISCONSIN 53590, (PHONE: (608) 837-7197) ' 2.1.21 WARNING LABELS & SIG~ SHALL llE 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 JAGS; ALL RECLAIMED WATER SPRINKLER CONTROLS VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. SEE COVER SHEET FOR ADDITIONAL REQUIREMENTS , 2 .1 -2 3 CONTRACTOR SHALL PROVIDE TO THE OWNER: . 1 THREE (3) CONTROL VALVI: KEYS. -2 FOUR (4) WRENCHES FOR REMOVING EACH DIFFERENT TYPE OF SPRINKLER HEAD. -3 TWO (2) 48" TEE WRENCHES FOR OPEPIATING IIALL VALVES. -4 FIVE (5 EA.) QUICK COUPLER KEYS AND FIVE (5 EA.) HOSE 1111 ASSEMBLIES (POTABLE & NON-POTABLE). , 5 FIVE (5) KEYS FOR OPl!NING AND LOCKING EACH AUTOMATIC CONTROLLER. 2, 1. 24 PRESSURE REGULATOR AND WYE STRAINER SHALL BE OF BRONZE BODY WITH SCREW FITTINGS. SEE DETAILS AND DRAWINGS. PAAT 3 · EXECUTION 3 .1 GENERAL REQUIREMENTS: 3 · 1 .1 LOCATIONS ON DRAWINGS APIE DIAGl'!AMMATIC AND APPAOXIMATE ONL y AND SHALL BE CHANGED AND ADJUSTED AS NECESSARY AS DIRECTED TO MEET EXISTING CONDITIONS AND OBTAIN COMPLETE WATER COVERAGE, LOCATE AND STAKE ALL WORK AND OBTAIN APPROVAL OF THE ARCHITECT BEFORE INSTALLATIONS. 3.1.2 INSTALL AND EXTEND SYSTEM AS SHOWN ON THE DRAWINGS, AND AS NECESSARY TO CARRY OUT THE INTENT Of THE DRAWINGS AND SPECIFICATIONS. 3. 1 .3 LOCATE LINES, VALVES AND OTHER UNDERGROUND UTILITIES AND RECEIVE THE APPROVAL OF THE ARCHITECT BEFORE DIGGING TRENCHES. 197-0~8 3.1.4 PIEFER TO THE CITY OP' CARLSBAD STANDARDS FOR RECLAIMED PIPE INSTALLATION. ALL CITY OF CARLSBAD STANDARDS TAKE PRECEDENCE OVER PLANS AND SPECIFICATIONS FOR THE PROJECT UNLESS NOTED AND APPROVED. 3.2 3. 2. 1 3.2.2 3.2.3 INSTALLATION Of IRRIGATION SYSTEM: l!!XCAVATION AND BACKFILLING OF TRENCHES; , 1 EXCAVATE TRENCHES, PREPARE SUBGRADE, ANO BACKFILL TO LINE AND GRADE WITH SUFFICIENT ROOM FOR PIPE FITTINGS, TESTING AND INSPECTING OPERATIONS. 00 NOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECTED TO A HYDROSTATIC TEST AS SPECIFIED. .2 DEPTH OF TRENCH; POLYVINYL CHLORIDE PRESSURE LINE (LESS THAN 3") PRESSURE MAINLINES ( 3" AND UP TO 6"") POLYVINYL CHLORIDE NON-PRESSURE LINE CONTROL WIRE 18" MINIMUM 24" MINIMUM 12" MINIMUM 24" MINIMUM • 3 IB.l;.N.CHING THROUGH AREAS WHERE TOPSOIL HAS BEEN SPREAD: (1) DEPOSIT TOPSOIL ON ONE SIDE OF TRENCH ANO 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 BACKFILL WHERE SO INDICATED ON DETAIL. . 5 REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE OR FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN INSPECTED AND APPROVED FOR TIGHTNESS, QUALITY OF WORKMANSHIP AND MATERIALS. . 5 BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE AND APPROVED MATERIAL, TAMPING SOIL AROUND PIPE AND THOROUGHLY COMPACTING ALL TRENCH FILLS UNTIL 90% COMPACTION HAS BEEN ACHIEVED. . 7 l!!ACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROCKS AND CLODS 1/2" AND LARGER. . S CONTRACTOR SHALL NOT INSTALL PIPE ACROSS CONCRETE DRAINAGE SWALE. CONTRACTOR SHALL JACK OR BORE UNDER SWALE TYPICAL. UNDER EXISTING AND IOR PROPOSED PAVEMENT , 1 TRENCHES LOCATED UNDER AREAS WHERE PAVING, ASPHAL TIC CONCRETE OR CONCFll:TE 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 UNOER 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 ANO 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 ANO 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 OWNER1DEVELOPMENT, AND SHALL BE AT NO ADDITIONAL COST TO OWNER/DEVELOPMENT. INSTALLATION OF POLYVINYL CHLORIDE PIPE; , 1 BECAUSE OF THc NATURE OF PLASTIC PIPE AND FITTINGS, EXERCISE CAUTION IN HANDLING, LOADING AND STORING, TO AVOID DAMAGE, . 2 THE PIPE AND FITTINGS SHALL BE STORED UNDER COVER UNTIL USED, AND SHALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAV FLAT SO AS NOT TO BE SUBJECTED TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT • . 3 ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCARDED UNTIL SUCH DENTED OR DAMAGED SECTION IS CUT AND REJOINED WITH A COUPLING. . 4 TRENCH DEPTH SHALL 8E AS SPECIFIED ABOVE FROM THE FINISH GRADE TO THE TOP OF THE PIPE. THE BOTTOM OF THE TRENCH SHALL BE FREE OF ROCKS, CLODS, ANO OTHER SHARP-EDGED OBJECTS. . 5 PIPE ENOS AND FITTINGS SHALL BE WIPED WITH MEK, OR EQUAL, BEFORE WELDING SOLVENT l!:I APPLIED. WELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL BE BEVELED TO REMOVE BURRS AND EXCESS BEFORE FITTING ANO GLUING TOGETHER. . S 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. . I 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 THFIUST 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 BRASS PIPE; , 1 CUT BRASS PIPING BY POWER HACKSAW, CIRCULAR CUTTING MACHIN! USING AN ABRASIVE WHEEL, OR HANO HACKSAW. CUT NO PIPING WITH METALLIC WHEEL CUTTER OF ANY DESCRIPTION. REAM AND REMOVE ROUGH EDGES OR BURRS SO SMOOTH AN UNOBSTRUCTED FLOW IS OBTAINED. • 2 CAREFULLY AND SMOOTHLY PLACE ON MALE THREAD ONLY. TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES. CAULKING IS NOT PERMITTED. 3.2.s REMOTE CONTROL WIRING: .1 DIRECT BURIAL CONTROL WIRE SIZES: AS SHOWN AND SPECIFIED HEREIN BEFORE, • 2 PROVIDE ONE CONTAOL WIRE AND ONE COMMON GROUND WIRE TO SERVICE EACH VALVE IN SYSTEM. PROVIDE 4-FOOT MINIMUM EXPANSION LOOP AT EACH VALVE TO PERMIT REMOVAL AND MAINTENANCE OF VALVES. • 3 INSTALL CONTROL WIRES AT LEAST 24" BELOW FINISH GRADE AND MINIMUM OF 4" FROM ANY PIPE OR FITTINGS EXCEPT AS TERMINAL POINTS . • 4 INSTALL CONTROL WIRES AND IRRIGATION PIPING IN COMMON TRENCHES WHEREVER POSSIBLE. . 5 CONTROL WIRE SPLICES: ALLOW ONLY ON RUNS OF MORE THAN 300 FEET, SPLICES AS FOLLOWS: (1) STRIP OFF MINIMUM OF 2-1/2 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 llE ALLOWED. 3.2.8 AUTOMATIC CONTROLLER: .1 AUTOMATIC CONTROLLER SHALL BE INSTALLED AS SHOWN AND DIRECTED. CONTROLLER SHALL BE TESTED WITH COMPLETE ELECTRICAL CONNECTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY POWER TO THE CONTROLLER FOR OPERATION AND TESTING PURPOSES. • 2 CONNECTIONS TO CONTROL WIRING SHALL BE MADE WITHIN THE PEDESTAL OF THE CONTROLLER. ALL WIRE SHALL FOLLOW THE PRESSURE MAIN IN SO FAR AS POSSIBLE. . 3 ELECTRICAL WIRING SHALL BE IN A RIGID PVC PLASTIC CONDUIT FROM CONTROLLER TO ELECTRICAL OUTLET. A CERTIFIED ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WIRING TO THE SUB-PANELS, CLOCKS, OR ELSEWHERE AS REQUIRED, IN ORDER TO COMPLETE THIS INSTALLATION. A DISCONNECT SWITCH SHALL BE INCLUDED. .4 CONTROLLER SHALL BE INSTALLED WITH VANDAL-RESISTANT ENCLOSURES AS CALLEO FOR ON THE DRAWINGS [STAINLESS STEEL) AS PROVIDED BY THE MANUFACTURER ON ADEQUATE CONCRETE FOUNDATION . 3.2.7 VALVES: .1 ALL VALVES SHALL BE INSTALLED AS SHOWN IN THE DETAILS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND AS REQUIRED BY THE CITY OF CARLSBAD FOR IDENTIFICATION, PER RECLAIMED WATER STANDARDS, IF USED. .2 ALL AUTOMATIC VALVES SHALL BE SIZED AS SHOWN ON PLANS. GATE VALVES SHALL BE LINE SIZE. .3 INSTALL EACH CONTROL VALVE IN A SEPARATE VALVE BOX WITH A MINIMUM OF 12" SEPARATION BETWEEN VALVES AND 6" FROM ANY FIXED OBJECT OR STRUCTURE. 3.2.9 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 TfiOSE ITEMS AND THE TOP SURFACES SHALL BE FLUSH WITH ITEMS LISTED ABOVE. .2 ALL BOXES ARE TO BE MARKED AS TO THE TYPE OF VALVE, CONTROL STATION NUMBER IF APPLICABLE ANO IDENTIFIED AS REQUIRED, PER RECLAIMED STANDARDS. 3.2.9 SPRINKLER HEADS: .1 ALL SPRINKLER HEADS SHALL BE INSTALLED AS PEPI DETAILS SHOWN. • 2 NOZZLE SIZE 01' 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. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" RLA-----EXP, ___ _ REVIEWED BY: INSPECTOR DATE DATE t----t---+----------+--+---t-------+---------t ~ CITY OF CARLSBAD I S.sHEE5TS I ~ PLANNING OEPAIITIIENT :===--====::::========='...-=:~ IRRIGATION SPECIFICATIONS FOR: - OUE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL □ATE INITIAL OTHER APPROV/,L CITY APPROVAL RANCHO VILLAGES CARRILLO 'A, B, C, & D' APPROVED -;1'/ -'f ll (/ L./ '/ L:' =~/~/?,~~'11/"""'-;;-;-=a=;;---7-2'/:7DA;V' ASSISTANT ~LA~NING DIRECTOR ,t- OWN BY: PROJECT NO. DRAWING NO. CHKD 6Y: ___ _ RVWO BY: CT97-02 359 -71 CMWD 97-542 3.2.11 IALL VALVES: • 1 INSTALL WHEAi£ SHOWN A!l l'lETAILED. 3,2.12 WARNING TAPE; 3 .1 .13 3.1. 14 3.2.15 WARNING TAPE!! SHALL l!IE INSTALLIED DIRECTLY ON TOP OF THE Pll"'E LONGITUDINALLY AND SHALL BE CENTERED. THE WARNING TAPE SHALL BE INSTALLED CONTINUOUSLY FOR THE ENTIRE LENGTH OF THE PIPE AND SHALL BE FASTENED TO EACH PIPE LENGTH BY PLASTIC TAPE BANDED AROUND THE PIPE WITH FASTENERS NO MORE THAN 5 FEET APART. TAPING ATTACHED TO THE SECTIONS OF PIPE BEFORE LAYING IN THE TRENCH SHALL HAVE FLAPS SUFFICIENT FOR CONTINUOUS COVERAGE. ALL RISERS BETWEEN THE MAINLINE AND CONTROL VALVES SHALL BE INSTALLED WITH WARNING TAPE. A SECOND WARNING TAPE RUNNING CONTINUOUSLY ABOVE PIPING TO BE INSTALLED 12 INCHES ABOVE RECLAIMED WATER LINE. WA!llfillG LABELS Iii SIGN: INSTALL WHERE SHOWN AS DETAILED WARNING JAGS: INSTALL WHERE SHOWN AS DETAILED BAQ!!:ELQW PB!illfNiliB: , 1 BACKFLOW PREVENTER ASSEMEILY SHALL l!!E INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, LOCATED ANO AS DIRECTED ON DRAWINGS, AND S,!ALL CONFORM TO ALL APPI.ICABLE COOE ANO ORDINANCE REQUIREMENTS. . 2 EXACT LOCATION AND POSITIONING SHALL BE VERIFIED ON THE SITE BY THE ARCHITECT. • 3. 2. 1 I PRESSURE REGULAIJlE!..i. • ADJUSTED REGULATOR P!Cl'I PLANS AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL APIEAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF THE PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AN □ CONTAINERS USED IN ACCOMPLISHING WORK. HE SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO THE PLANTINGS. • 97-038 TEM 11 PRESSURE/CALC. DATE: 1 0/18/97 --l------1,---I PREPARED BY:. JC1B NUMBER• 97-038 --~-.. MARVIN H TANIGUCHI joa -T1TL1:, _· R_ANcHo cARf'lI1.Lo vILLAGE A,s.c.o . Hcit:,---- i·frDRAuuc CALCULATION ----REGULATED PRESSURE = Ml:TER NO. ~22:Z§14-_ SYSTEM: TEM llist --GPM;__ •••....... STATIC PRESSURE: 124 ;••-;,-e,, ''"' a:,:;.;;;,;;;,;,,:.,:::.: ',"',',',",',','••'"••C',,_.,','•s••• .•·rr·s1z1,,-<YY••··•·· PSI lOS .· WATER METER: 1 ·1 /2"_ ---11---2.50 --+-_BAC:K_F_LO_W_fREVEt,JTER: 2" B,~Q_-· REMOTE CONTROL VALVE: 1" _ __, __ 7.0Q __ .IRRIGATION SPRiNK-L-ER-+-HEA~D~.(OPERATING PRESSljfl.§t ~-----+--"30. 00 .. --+--,____ MASTER VALVE: 2" 1.00 ----·· GLOBE VALVE: 0.00 t------' ,, ____ _ CHECK VALVE: ---+--3.00 1---· ·-·-·+-----··---------.. ~I ~6-Tl:_l!i\LVE: 0.00 .~l~EFl-r-Tl~(iJtL½8~A.~C.E):_... --+---5.00 HYDRAt.itlc'tFiADE·cHAN6Eli!\1H!ii:!;'.:,j1:'.i:::i•·•·•····•··r·····•i••···••··•··············•···•·····/. . ·-------j HGL. OF STREET MAIN ELEVATION: 422 ---·---·-·· --··-··-· ------ ELEV. OF IRRIG. HEAD@HIGHEST POINT: 4 6 8 ----:r--,,-LEVATION DIFFERENCE: 4 6 ctJi:ss••·20opvc•·p1pE•NoN:PR.ESSURE Iii/i!•::!:itflii]!!!'! PIPE SIZE LENGTH GFM PSI LOSS 3/4" 55' 5.2 ·--. 1 " 70' 15 .6 1-1/4" 1 -1 /2" 55' 35.0 2" 2-1 /2" SUBTOTAL ct:tss1/Hil PVC!illitl'W Pl'll!!ss URE MAiNLftlE PIPE SIZE LENGTH GFM ----+ 1 · 1/4" 1 · 1 /2" --+----- 2" 2-1 /2" 3" 1820' 35.0 ---+---· 4" 0.72 2.18 1 .21 PSI LOSS 2.73 l:Ll:V. OIFF. X.4:".3 19.92 SUBTOTAL 2.73 -~+--g,7!! __ ,-------t····· ... -"~~_,__ TQTA-L-PR~E-S_S_LJRELOSS: B4,1§__ AVAILABLE PRESSURE (PSl):b,m,,,9=5,=.,,.,oo=d --A-VA~I-LA-BLE REE>IDUAL PRESSURI_=; WHroilf4 ----+----- 97-038 XX20 PRESSURE CALC. PRESSl.RE .. ADEQUATE DATE: 10/18/97 ___ __j.PREPAR~l:l_i?_Y: JOB NUMBER: 97-038 MARVIN H. TANIGUCHI JOB TIT"§: __ RANCHQ Q_ARILLQ VILLAGE A,B,C,Q __ __j __ HGL: . , oo:••:ifi HYDRAULIC CALCULATION STATIC PRESSURE ,i.ifo --M--E-l'E-R--N·-o-·.· .. ·· .. •"" ·••=·=;rnnm rl-----=cc===-c--·t,.,=:===0 •-~ SYSTEM: ·•t>Xxio }I GPM: .•. •;)3·s, 6 :it • STATICPRESSURE:I ·. · ........ ···• ........... · I $r:4TIPA~psvsre.Mi.osses: 1,::11 n?t1••••••••••·•••:r t • x x1,·nn:11::•:::2s1ZE•••:::t\Efi>smbss> ----~W_ATER METl_=R(MAX 75 GPM): 1-1 /2" 11.30 ElACKFLOW PREVENT ER (M,'.',1".l~ GP!c:1), -----· 2" 8. 9 0 1------·-··. --·•·· ---· I REMOTI= CONTROL VALVE; 1" 8.00 IRRIGATION §l"Rlt,JKLER HEAD (OPERATIN<3 PRESSl.)Fl§t.t-----.. _ ~~llO __ MASTER VALVE: 2" 0.00 I------" GLOBE VAL.VE: 0.00 +-----CHECKVALVE: 3.00 I-------. ..._ - --+-------.-' GATE VA'--L V~E=:,__ __ _ P.I~1_=.Fl-r-T!~~ (I\LLOWANCE): I--__ _ H-i'til"illlJCic'nilJi:bE'cf-iANGE'Fliii!!!iiiiiii ·· . . . ' . ··-----t---- HGL OF STREET MAIN ELEVATION: 41 5 ··-· .. _____ ,.,, ... -- ELEV.OF IRRIG. HEAD@HIGHEST POINT: 430 0.00 5.00 --.•.... ~ ----l. ELEVATl.ONlllFFERE.·.•.•N··········f·E: 15 •L•v.~o•~••~·•~·•~"''-+---6~,~5~0_ oEAss200.PVal>1Pt NoN,PREssoRE... < ,: !11:!'rt::Iii\JlifrlWrn···· ·· F~~~-'-F"'-'-'--:::-:-:-:'::':'c,;._-'--'c;:::,:-:'---=-,;~~::'-'-'i---------t--··· . ---· PIPE SIZE LENGTH GFM PSI LOSS ... 1-~==~--,---. 3/4" 1 20' 7.8 3.42 1 " 80' 15.6 2.45 1 -1 /4" 30' 18 .2 0.38 ______ ., ..... ' 1 -1 /2" 5' 36.6 0.14 ---- 2" -• --""'. 2 · 1 /2" ., ... ,r ... ,.,-•--•, 6.39 PIPE SIZE LENGTH QOM PSI LOSS =~--+---· 1 · 1/4" ., ·-'" ·-·-.. --+---------1- 1 -1 /2" ------+--······-·--"···· ., .. ··f------j._- 2" 1----~---+--·-····~ --.,, ,-------tf--------t- 2-1 /2" ------j-----"~----- 3" 1120' 36.6 1.79 4" 820' 75.0 1.4 7 f---f--__ ,___ SUB TOTAL 3.26 3.26 ----~ ... ··----~---TOTAL PRESSURE LOSS: 82.35 --· -· .,.1 ·---.. --+-A-v-AiLABLE PRESE>u~.R~E'--(~P-'-S~l):+==1 o,,,o,,..,,,,oo""""ca1 AVAILABLE RESIDUAL PRESSURE: ii} f716"5!)!i!. f-----· ···I-----+-----'-·--·-·· PRESSURE ADEQUATE #97--038 97-038 ZZ15 PRESSURE CALC . 1 ____ __, ____ _LWc::Ac.:T.ER METER(Mi\><7§ f,,,P~t 1-1 /2" 11.30 f------+----"'BACKFLOW PREVENTER(MAX 75 GPM): 2" 8. 9 0 ,__ ___ --+-___ · ··_-·_·-_·] REMOTE CONTROL VALVE: 1" 8.00 IRRIGATION SPRINl<:~l_=R HEAD (QPl_=R_;\IING PRESSURE): 30 .()Q_ ___ _ MASTER VALVE: 2" 0,00 ·-· ,. -·-·-, ...... ·---- •-----+-----GLOBE VALVE: 0.00 f----·····-"' ' CHECK VALVE; 3.00 _, _____ ,, , .. _. ........... _,_ BALL VALVE: 3" 1.00 -----1--------l-----~· ••-....... ' ···-'" --·· . ------'=-----+-~='----, PIPE FITTING (AI.LOWANCE):~-----+--~5_.o_o~_, flvbFiADttCdAAi>EbHJ>:i-laE:'•t••·· • Jiil:U!YI!UH<•·· · ...... ii} ====:....:.================-----l--••··-······---· PIPE SIZE LENGTH QOM PSI LOSS --------- 1-------'3~/~4_"_--+-------'5~5_' _ __,_ __ 7. ~ ..... ·--···-· ... _1 , 2=-7'---f-----+-------1 1 " 1 O' 15.0 0.25 1-1/4" 1-1/2" 5' 31.8 --------+--~--+--=-'---I 0.09 2" <---=--------- 2 -1 /2" SUB TOTAL 1 .61 1.61 ct)(ss•stis PV(f PIPE)f PRESS URE•'MAfNLIN~'lili!it:fi i)I!!H/ µ;.:;:.;c;;;=~'"'-r..:C..:.:.=~=:;.::.:.==.,;,;:;.:;~=~~~4---~~-1·· ··-,····----· PIPE SIZE LENGTH GFM PSI LOSS -·--·-·-·· .. , ... ,. ' "' """"' '""""" ---··-----J------'"-'-''---f---'--"''-==-+-----1 ____ _, 1-1/4" I-------·····--·-·"· 1 -1 /2" 2" ----f------+-----+----·-·····--·-·-2 -1 /2" f--~~=---+----·-·~--·~"'""'"-'--·---+------1-------1-------l 3" 1700' 1---~--1------'--'--"···'--·-----····· ·-.,,.. 31.8 -+--=2~.0~4~-----j---------j---- 4" -·-.,__.._8 .._2 o.._· _ _J_ _ _.7"'s'". o,.___j __ 1, , 1 ? ... ___ _ SUBTOTAL 3.51 3.51 ~~--~" ·•-" ····~·-·-TOT AL PRESSURE LOSS: 91.81 ----~--- AVAILABLE PRESSURE (PSI): 100.00 AVAILABLE RESIDUAL PRESSURE: :/#d}i8.19 )'')/ ------------------ LOT 66 97-038 PRESSURE ADEQUATE 1-'D°::A-'::T'-=E"c: ==-=+-_.1_,,0"c/-'-'1 8"-'/-"9-'-7-+-----+-----+----·--IPREPAREO.BY: JOB NUMBER: 97-038 MARVIN H. TANIGUCHI . __ ,, __ ,,,. 1 JOB TITLE: .. ,RANCH() gi\R_RILLO VILLAGE A,B,g,:,:,&::::D'---'=~~-=----+,-------1 HYDRAULIC CALCULATION HGL OR PRESSURE: i•!tlii75 PSL METER NO. ..· .. LOT est<• SYSTEM: •'i·L'OT661:i:t GPM: 5},l'.:-i· ... ·· I stAN'P'AflP~$VS'TEM''tcSss:~$'./MHtn:nti{ili?H@\thH)?H:Hnmn:;1mwit;:t\1{/tsrza::::(w1 }Wf e~.-:LQ$S):ii1: [ .I ... -···-·--······· ~AT~RMETEcR); ............ .,~/4."............ ~-80 ·---- I----------CB"-A:.O:Cl<~"Q~!'"§t§:JJ.~0tZ~6s:;:;~\ll_\,~:1----;-: ---+---:~:~-~.~- IRRIGATION SPRINKLER HEAD IOPERATINGPRESSURE\; 30.00 MASTER VALVE: PRESSURE REGULATOR: 1" 4.00 CHECK VALVE/INSIDE SPRINKLER HEAD\: 3 .0 0 BALL VALVE: 1" 1.00 HGL. OF STREET MAIN ELEVATION: 443.3 ELEV. OF IRRIG. HEAD@ HIGHEST POINT: 4 6 2 1 ELEVATION DIFFEFIENCE, 1 a. 1 ··---,. .-:-.;,;;;.-,;;-,;· ·-·-a~--ro--· ctAss266'PVCPiPENON'PRESSiIRE:i%!} ?!i{ii!!;m!;{iiiIIIVi!l1li----· PIPE SIZE LENGTH G'M PSI LOSS 3/4" 120' 9.0 4.26 1 " 50' 15.4 1.56 1 -1 /4" 1 -1 /2" 2" PIPE SIZE LENGTH G'M PSI LOSS ··-·-··"' ....... - 1·1/4" 1 -1 /2" .. , .... ,., .. ,,, .,, ~····· ' .. 2" 2 -1 /2" 3" 4" 1 00' l...----'-1 5 ... 4,_-+ _ _.1 .c-.5 .. 1'-------+-------+-------1 ... ., __ ·····---·-§l\Jlc3 TC?T ."\~ ·---+----'1 ;_,:· s:...:1 _ _j_ ____ --1--_ _,1_,,.5:::..:1'-------+ -!---TOTAL PRESSURE LOSS: 65.03 t--------+------1-----·· , ~y'i\lLABLE PRESSURE (P§: 7 5. O O AVAILABLE RESIDUAL PRESSURE: i,:1)1;#~;97•:•}(: . --·-·-·--· ·············-·--. ----t------'-'-'-i-'=-"=-'-='=r"'"--'-'=='-'=f"'""'-'=:::..C,.~ PRESSURE -----t-----+----+------+----·-·.,·· .. ADEQUATE EXP, DA TF ,-~I -4"( 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 WIU. RANGE FROM 67 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 ENO RUNS ARE TO BE 3/4" B. ALL LATERAL (NON-PRESSURE LINES CONNECTED DIRECTLY DOWNSTREAM OF THE REMOTE CONTROL VALVE) SHALL BE ONE SIZE LARGER THAN THE REMOTE CONTROL VALVE . C. MAINLINE END RUNS ARE TO 1 ··1/2" 7'. CONTRACTOR SHALL INSTALL 6" POP-UP HEADS ALONG FUTURE WALKS AND CURBS TYPICAi.LY. 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. -t. 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. 5 ALL PIPE AND WIRE RUNS INSTALLED UNDER STREET PAVINGA/'IP l?."f, ~11--5 51-JAtJ-~ 61..f'~V s..Er!VffS SHAµ. 13/! ~-&; ~. 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, ANO WIRES TO ENSURE THAT HE HAS ADEQUATE MEANS OF CONNECTION -SEE PLAN. l. 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. "I'. 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. ' & CONTRACTOR SHALL INSTALL "RAINGUARD" AUTOMATIC SHUTOFF FOR IRRl~ATION CONTROLLER: MANUFACTURED BY WATER CONSERVATION SYSTEMS INC.11!'A/~~UAtP'I s;;.HAU--~F lrt:Wl?e"l7 Ji'/ ~-A.$6"11!i!,l..'( ?. INSTALLATION OF BACKFLOW PREVENTER (REDUCED PRESSURE BACKFLOW PREVENTER) SHALL BE PEA STANDARD DWG. NO. DETAIL W.20_ DATED AUGUST 1993, C.M W.D. SEE PLAN. IF THE BACKFLOW ASSEMBLY IS TO BE INSTALLED ON A SLOPE WITH A HORIZONTAL TO VERTICAL RATIO OR 4:1 OR GREATER, A TWO FOOT (2') HIGH RETAINING WALL MUST BE BUil T 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 ANO THE BACKFLOW ASSEMBLY. ASSEMBLY MUST BE LOCATED IN AN AREA NOT SUBJECT TO FLOODING. ONLY REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLIES WHICH HAVE BEEN APPROVED av 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 DISTRlt:;T MUNICIPAL WATER DISTRICT. 1 a IH:sf"ALL-t:it-lt::: ~ie:e:: WI!!!'!;; --rz;, t'"~1.f ~1AHtrt::>k' c::f" ..,-1-JO o,e ~n:; \/AJ--V!eG AJ-11=' ot-lii sr;t.~ Ul~"1'!".'ll"lHP'44fVI!" It'! $-(ST'!!!M ~ CCH7f<t>Ul'R 11'1 ALL-PtltCCno,-le,. ., THESE \'JIRES SHALL BE A DIFFERENT COLOR FROM THE OTHER CONTROL WIRES AND BE LABELED AS SPARE AT CONTROLLER CABINET, IN THE VALVE BOX OF THE FARTHFST VALVE AND OTHER VALVE BOX. II. USE OF RECLAIMED WATER REQUIRES THAT ALL PIPE, SLEEVES, SPRINKLER HEADS, REMOTE CONTROL VALVES, QUICK COUPLER VALVES AND VALVE BOXES BE IDENTIFIED AS CONTAINING RECLAIMED WATER ALL INSTALLATIONS SHALL BE ACCORDING TO CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS, OCTOBER 1993. LOCAL CODES AND STANDARDS. ALL PIPE FOR THE INSTALLATION OF SYSTEMS USING RECLAIMED WATER SHALL BE COLORED CODED PURPLE. 12, A-r AU. 1$~1,l PHU! CliWCGll·tc.;,e,, =H &> l'"\f;. 6,u;!~ ~11-.tl~ SE' ,ce'7u 111:1!1? uHVJ;;"e l!?rDW t:?H"a-1. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS 11 AS BUILT" RLA _____ EXP, ___ _ REVIEWED BY: INSPECTOR IRRIGATION CALCULATIONS & NOTES FOR: DATE DATE RANCHO VILLAGES CARRILLO 'A, B, C, S. D' APPROVED ASSISTANT Pl t--:~;--i--;:;-:-:-;-;:-f-----------------l-c---,-lr=,,,.,.,,,...l....,,.~--l-,...,.,,,,.,.,,--1 OWN BY: DA TE IN IT I AL , .:;O'-'-ATc.::E---1cc!Nc.:l.:.TI'-'-A.:c.L ~O;_;;A..;.TE~.LlccN.:.IT;...;l;_;;AL:...1 CHKO BY., ___ _ PROJECT NO, DRAWING NO. REVISION DESCRIPTION ~ ENGINEER Of WORK OTHER APPROVAL CITY APPROVAL RVWO BY: CT97-02 359 -7L ·CMWD 97-542 s POD. GRA l.. 24'' BOX I I • 3 , LA\../N A A A A l, " 15. A .. ·-· "" ···------~"' LA,WN • --.S/W LOT 209 POCKET PARK ' "" SG,AL ,., 5GAL 7 10' BTH 10 .5 6A!- \ \ \ \ BOU. '5.D-R.,' PHO. TEN 'SUN. Al<.E.. P..CM, Bet). 'O.K,' f:5C. FPA. RHA IND 'CLA.' CAR.M .'$.C,-IML8 "f'Oc . c;A2 'SLJN. YE:L ·-fl_A:rjO. 1;,.·t,,: •• + 0 5 GAL E:IJ , NI C-, 15 GAL \ \ DIS. BUC. . ■ 10 20 40 GRAPHIC SCALE IN FEET IF SHE:ET SIZE IS LESS THAN 24" X 36" IT IS A REDUCED PRINT. SCALE ACCORDINGLY. ... •• 1 ~ ANlll ..... •N • ........ La lolla C..lN II -,.. .. e.. ... Drl-l■ILe 140 •• -CA NIIJ•--..0.Hl'tl • hx IM.1- • KO!:".. BIP OAT£ INITIAL ENG I NEER OF WORK '.56AL tlEM HYI:> ~ ~sw, 3 "i,., .... ~ ' -~ --~./.~{I ~·Of CA\\~ EXP. DATE ~"'lt -'1"f . REVISION DESCRIPTION PHO P /'-,., 2 BOLi, 'O, K,' R.o.w. SNJ LOT 162 POCKET PARK "AS BU IL T II APPROVED FOR PLANTING AND IRRIGATION ONLY, \ DATE INCLUDING PRECISE RLA EXP. LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE ~ CITY OF CARLSBAD m 5 PLANNING DEPARTIIEHT 5 POCKET PARK PLANTING PLANS: RANCHO CARRILLO VILLAGES I A,B,C8tD' APPROVED ~?12' -21-91: ASSISTANT PLANNING DIRECTOR . 'DATE OWN BY: PROJECT NO. DRAWfNG NO. DATE INITIAL DATE INITIAL CHKD BY: CT97-02 359 -71 OTHER APPROVAL CITY APPROVAL RVWD BY: + PLA. ACE HE'-M, HYB. I I I I I 'I:'.> (j L-L\ .2..."'1 11 f;OX lb"! I GAL CE 16 11 6.C. I 1' I !? I • I I I I' I .. i; - • PI.O.W. S/W . , -- , • A • , • , ' r 3 BaJ. '5.D.R.' + • 56AL , j__A\./N ~ e,ou. 'o. K.' :S 6AL. + ', 5ou. 'SF'Ec..' . ' 3 • ~ G,AL \ , , 10 PHO fRA. .5GAL , Ill • , . 7 f.L,IC. Nil,. 156AL. 52. fHO. TEN '$UN.' 5 GAL.. 7'1 R.HA. INP 'CLA.' ~ .".aAJ,.. GAZ 5PL -fL/IT'.;,8,. I.Z.'o C.., LOT 13 POCKET PARK Lll'1 f[:.P.,. 47 I 6Al-e 18"0,C,, 60/J '5P~' 4 ".S GAi- PYR. CAI.-. 'CHA~ 2. @ 2"'t• bOX I - SNJ ,i.o.w. -e- U.,.J....j ........... 0 I .. ·- GRAPHIC SCALE IN FEET IF SHEET SIZE IS LESS n-lAN 24" X 36" IT IS A REDUCED PRINT. SCALE ACCORDINGLY. .... -"' ANbllM\IIN • ......... ... ~GIi• C...\N II -,..,,,._ C,,,,IN Drl•-. •n• 140 •• DI-C.11 811!11!1•--11111,IDII • Pax IIIO.IMD 3 f;:'.UC. NIC.., 15 6AL 2 KHA. INP, 'CLA.' ..5 6A.L 3 BO(,j, 'O.K.' 5GAL. < z;:; l-.Aw'N • E.SC-. FRA. 5GAL LOT 125 POCKET PARK OATE G.AfZ MAC-. 16. C' -16ALG,4'oc, GAZ. '.SiJN, YEL.' -fLAT5@,, 12.!Q ,~ :;:., .J ~ tt\.?~~lf;-- ~~ ...,. ,., ~~ o; CA\.\\ 17 EMP, DAT£ ~-'l>l-4'i INITIAL ENGINEER Of WORK REVISION DESCRIPTION .5 GAL "AS BU I L·T II -APPROVED FOR PLANTING ') AND IRRIGATION ONLY, DATE INCLUDING PRECISE RLA EXP. LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE ~ CITY OF CARLSBAD lsss I ~ Pl.ANNING DEPARTMENT POCKET PARK.PLANTING PLAN& RANCHO CARRILLO VILLAGES 'A,B,C&D' APPROVED -y~ L/-_21-ff ASS[STANT PLANNlN.G DIRECTOR DATE OWN BY, PROJECT NO, DRAWING NO. DATE INITIAL DATE INITIAL CHKO BY: CT97-02 359 -7L RVWD BY: OTHER APPROVAi. C !TY APPROVAL I ' l I J I l ' I j j I I J \ I \ ' \ ' I \ \ ' \ \ \ '·. ' \ \, \ FOR PLANTING IN RIGHT-OF-WAY· REFER TO RANCl,IQ CA GRADING PROJECT NO . .HOP 91-17, DRAWING NO, 331 ·'l)L. /· •' i-.. --- . \ --- I IGAL FLAT.S I"\ YO. PAC, ' ,· ' \ ' ' \ \··.·.··· ',\ . ·-•.. , i / / i i / I BO<-J,, 'SOR' ' ' \ ' ' i BiOl,I. '5P ,/, / \ \ . ! / i . ' \ \ \ / i g.uc. 1.-EU. / -.5CH, MOL, ! VINES S,HALL BE PLANTED ON STREET SIDElOF WALL. VINES SHOWN BEHIND WALL FOR CLARITY ONLY, \ / 10 15 GAL 26 156AL-13 Z ·"1'' B:')X-I 3 I. AL ' i (., \ I . (I( i'. ,. i / / / 40i..ii ... m;;,-.. ~oliiiiii _____ . __ .......•.....•. _iiiiii40_.. .. ...., .. ~'°...._ .. iiiiiiiiiiiiiiii GRAPHIC SCALE I'= 40' \ \ I , . . i f / LEGEND .... , ,\··( -·· - ~ '1., \ I l f \ ' ' COMMUNIT;/lfHEM~ WALL VILLAGE THEME WALL COMMUNITY THEME FENCE VILLAGE WOOD FENCE VILLAGE FENCE I I E'AC..., fll.., 'T. P' FOO, GR.A, RHA, INP, '8Fi(.' ,.) .. , , <:.JAC. AC-U, (MULii) •••n• ••••••"••••--••••h•HU•u• FI..A1S 0. 1~'10.C,, ti 2.L.J' BOX. 145 I C-:.AL 14 15 6AI,..::: t;,. "+' eox-5 3"'50X-3 -."• ...... ~-.. ····' ....,.,....,._ . : ) ·q . -,., ··.i/ff;< / / Q ' 0/ I 0/ ' /g ! 0/ 1 ... 1 ✓-.··•1 ... · .' ··· .. ·. , l: · I / \. I I /i J I r .. / g .f \ ' /9 ·HHl:ir,1 ~ ~ '\,o r SIi~ "',, ; / WALLS AND FENCES ARE SHOWN SCHEMA TICA LL Y FOR REFERENCE ONLY. ACTUAL LOCATIONS AND TYPE MAY VARY SLIGHTLY. "·.a:,•"--:·-',"1~:',i,1//, ',' ' / 'i::..:; '-lJ "u'f, ,---------------------, ~ "" f,--""~, "AS BUil I" t.i" ~rr,~7irr1~ ~~Dato=@ _ APPROVED FOR PLANTING ~w -e.f· ?•')1-'I'! AND IRRIGATION ONLY, r A Landscape Architecture • Planning INCLUDING PRECISE / \ . ' La Jolla Centre 11 9255 Towne Centre Drive, Suite 340 LOCATION OF PLAN'I'JNG .. · \ San Diego, CA 92121.3002 1---..--A~R~E~; A~.~s~. ----,--1-~-~~:_!_LI' -~=-,.--=:;_..,.....;6:.'..:l..::.9..::.5·::;50;:.;· 1:,:;5~75::....,-• :-iFarx'-i5C,,50:,-·.;;,;15T8..::.0 _ _.__;=l=N=S-Pc...;E=C=T=O=R===================-----=c_-=A_T~E=._ ~-I ,,,..1-·111. _qtA. ___ ~At?12 ___ v11:W:3 ,t_ ~~s •·21 ·"'i _J,e, __ ~ 2 ,:,HE 7 ET crrr iDF f'/\IRK ,srrti\.D · • •,3 ~ 1---+--+---------------------t-----,t------J---t-----, ~ PL/INNING DEPARTMFN T ,.__,.) 1----+---+-------------------+----+---+---t------i . --···----.. I ---------------····-·-··- TITLE, RI.VII WLIJ HY, ,----+---+------------------···"· -··· ··-·"""""" "' LANDSCAPE & IRRIGATION PLANS FOR : RANCHO CARRILLO ... ·--···"'" . -·-·--------_,,_ ..... """. ······-·"""--1·"""""""""""""""" ·----·--··--... ---+-----< ... , ... -----------+---l----+----+---7 1----+----+------------------------,---+---+------,...-----, VILLAGES 'A, B, C, & D' DAT[ INITIAL [NGINllk Ot WutlK REVISION UESCRIF'TION DAL INITIAL DATE INITIAL OTHER APPROVA• CITY APPROVAi DWN BY:---~ CHKD DY: __ _ RVW0 BY,.-.-.. -.. -..... -.... -.. PRO,.IECT NO. CT97-02 i / i , I ' I I \ / ! / VINES SHALL BE PLANTE)) ON STREET SIDE OF WALL. VINES SHOWN BEHIND WALL FOR CLARITY ONLY. \ ; .~ ~ ,,ii FOR PLANTING IN RIGHT-OF-WAY • REFER TO RAl'lCO CARRILLO MASS GRADING PROJECT NO, ttDP 91-17, DRAWING NO. 331 ·1 L, i ' / \ HeT.. Af..B, C.I'.A ':S.B: fL/\T5 MYO. fAC., I I \ \ \ \ \ \ \ \ \ \ \ \ \ C, C, R.o.w. •VJlLAGI! BOUNDARY LINE ) . • , . . ··-.... · .. '"· ,' :·::,, .. ·· .. X Fl.--AT..Si .. \ I \ \ / i i I BAC... Pl L. 'T'. P' \ I 20 ACE, (MULTI) I i,-·' 0 40 IO l20 GRAPHIC SCALE I'= 40' ·1 ' . " + .,..t I \ f \ ' I FLAT..S G,. IZ"oc. . C.3 I BAL 50 I 6AL EUC-. 'FIC.., I I sett,. Mor:: .><;;.., · •.. •··· (MULTI) 15 GAL-5 • 'BOX.-~ ,. LEGEND COMMUNITY THEME WALL VILLAGE THEME WALL COMMUNITY THEME FENCE VILLAGE WOOD FENCE VILLAGE FENCE □□□□□□□□□□ ••••••••••••••• 000000000000000 .................................. ~ WALLS ANO FENCES ARE SHOWN SCHEMATICALLY FOR REFERENCE ONLY. ACTUAL LOCATIONS AND TYPE MAY VARY SLIGHTLY. i II fl ! .. : '';"u,,~_ ' ~,S/J..,;~, ~ re? ~o/ P,)/,\i;;'. • , ,..,,.1.(4~!'2,~=:,=k~..:t':e:J;J M~<2 :\\ f »~u~A~:~ ,f>, Dato _d '3/1 ../ft 1: i11Jl2: /3/ N / ._( ./·· ,/i T / .. ! / / Tl TL[, • ,z I I I I I I I I ' "AS til_llL T" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. -lfyp. .,,, . "'1 4"I /\ Landscape Architecture • Plan1~ing t--~.,..,-,,::,-::--::-,----------------, La Jolla Centre II RI VII WH.J 13 Y; 9255 Towne Centre Drive, Suite 340 10-,-'I~ Of-l A. £ >--DD VIH~.5 ii: 5tlf"-l,l~~J>~1-r;w "TF-t-l!lS --+---i .4 51-lj'-Lll'.'!>5 ·-···----------·· _ ---+--+---···· 7\. San Diego, CA 92121-3002 " 619 550•1575 • Fax 550-1580 . -· --+---.-----, ~- ------------< -----.... -.. ,-+---+----, 1-----11----1 .. ------------------- ---------------- -------------------, '"" """ t---t----+---.-----, t------11----1--·· 1---+---+----1------, 1---t----+--.. ,, ...... ·--------------f ----------------- t----+----+--· t----+-------.... DA 1 E INITIAL r-·--····-·· ............ __ lNCINE:.fR 8F wor;,K ----------+----+------------· Rl VISION DESCRIPTION DATE INITIAL DAE OTH[R Af'l''IOVAL IN'.iPFCTJR C'I'iI'Y ,O.F' ('.AHLSlltAD PLANNl~G DEPARTMENT ·========= ... LANDSCAPE & IRRIGATION PLANS FOR : RANCHO CARRILLO VILLAGES 'A, B, C, & D' ,, I ' \ \. . \ \ \ ' ' ' ' FOR PLANT RIGHT-OF-WAY -REFEHTO RANCHO CARRILLO MASS GRADING PROJECT NO. HOP J}.1-17, DRAWING N0 .. 331-1 L. ·•' \ BOLi, '51),"'. JAC. A.CU, (M/)L"TI) AB!::'.. 6RA. RHA INl7, 'CLA '. \ \-. SC.Ii, MOJ._,, R.O.W. Q · trVq,c_, ...... 5 6 \ . ·;:,r\ ' .. , ·,., GAZ, 5PL, 'M.C,' FLAT5 MYO. PAv. FI--AT5 \ ' ' ' . \ . . . . . 20 0 40 IO l20 GRAPHIC SCALE I'= 40' // I/ II I/ II ., \1 F ;/ // " /! 1/ I 11 I /I I Ii ' ' I .i/ I I I ! /1 I i // I i '/ /1 1 I I I I II I / I /\, i I ' I L I GAL I I 1.;I ii APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 15,A,' " - ·~ .. io--1 -,e 0141' A 1'-l?P Vlr,I~, SllfLY~,:[M>~ .. 4 n• -· 1.J ~k.k5 · .... , .. ... ,. ,,.,. -·-·· ,,., ... ·····--··· ""' .. .... ' . ··--··-········-, "' ... ,, ""'" "·' ... -... , .. ·····-. "· llArE INITIAL 1l[VISION DESCRIPTION .. E~Gl~FER OF WOHK \ \ \ \ ' 441.:> 442,2 199 200 20! /5 y 2i :YJ ',/ <, ' Lc.J r ~ = ?7.fJ'.¾; ✓,,(/),' .f!\\ ' ,. "// ~'-Oare , ,~ ':... /Ir [ ~1 ',(J ~ TITLE, r,?,<f"-"?·"'i·q"1 I, j II Ac: ,_) BLJILT'' A ' Landscape Architecture • Planning REVIEWF.IJ HY; La Jolla Centre II 9255 Towne Centre Drive, Suite 340 1\ San Diego, CA 92121-3002 619 550-1575 • Fax 550-1580 INSPECT OK DATE !O•Z,.J:~---4, j ['~{] C'I'l'Y (JIF (' A, IRl,SIBA D '.;HEE TS 35 Pl .. ANNING DEPi\RTMEfJT ·-· ---- ' LANDSCAPE & IRRIGATION PLANS FOR • • .. . .. ,., . RANCHO CARRILLO I -----' .. VILLAGES 'A, B. C, & D' "' -·-·····-··- , .. , ·•···· EXP. flit{ I ___ , __ ,,,,, APPROVLIJ,~ --,., . I-···-A .. SSISTANTCJ,i'A NlfJ(; lJIRECTOR .. I --DWN KY; . -j l'l~Jf~?~~~ DR;v;; -NzJ DATE INITIAL DATE INITIAL CHKD BY, ' . . ~ ... RVWIJ HY; OTHER APPROVAL CITY APPROVAL I 11 I 2,-'3 I I I I j I d , ) '! ' I \ ' I \ • \ \ 0 .0 /4;' ; IO,?/ 41s.fi I ' FOR PLANTING IN THE RIGHT-OF-WAY REFER TOt:>\.i'G.N0-~'=>'1-~,PllO-N(). PO 'Jll ' .. .......... ··-.. ! ... I I I I I I 444.8 ! .3; ,,,, ;·· I I I ,, I \ 4'1,.(. I 44 I ! r-' --i "'--+· 33 i e.3 r.\ /: I '/3-4 V ·1 I / / ' ' // . --·-I ' I ' I I I ' ' I I .... -T I I I I .... i 15,:- 7 .·· .. _;· .. ·-. I" .... -- 148.3 35 I ;: « ' 1 / j I I l I/. I 418 ·' / 44a., !f -/ ;_'-,f I, J6 /( A,8 I I I/ ,I ,., .0 <W. , 1 I J7 11 / 8-0 /I j! i ;1 38 ; ji 44'1.z i . l I 11 ; 39 17 ! / / /I I !! 40 , / 01 r.'\0f 0/ / / /• _.,u ·:_ .... __ . . • 0. ·J. ~ . 101 448-5 t'-'i,' '138.0 ioe :1- ,I ' :1 11 I 43!1.8 4/ 'I 94 ·, ' 'I 93 441.0 89 ' ' I 441.0 88 -·,·-i--.. 000 0 + • I --. ····--~~-' ·------. i-,____ ----i i -1 /I·, ll:· . li:t~ N Cf-fC"l'.rr: L 'CAIDN ,; ' :'/ ii 11 :I : I /J /;' ,, ., ,, " .I ;1 i /I :1 I I ' 1/ lj i ' !I ' •I I ,, /I ' IZ. 7 /I II rl 10 9 8 ii ;( ! '! ! " ,Ji !' ' ii i ,, •I !I ,, I .,, ii I ' ,I I ii , .. / !1 I .. {' '"'"'•-'-' • w,•"';"' ' .1. I I I I I I ' I 6 5 4 3 I I I ... ···-·· •~.· .. J, ,-:O ---\ -__ , T RANCHO BRAVADO ------- I _,,_ ---------·-· ,., .. ,. -· ----- ' 442.7 j- 4412 53 54 + .... I I - I ' . . I COMMUNITY THEf\,1E WALL VILLAGE THEME WALL COMMUNITY THE/ME FEtlJCE VILLAGE WOOD REIVCE' 84 ·•., .. ---+-------1 ·-···· -__ .. , •.. , ·: --.t.· .. _ .. ~ ,:;.....~-~~-•••tu.• ~-1;.1 ~-_;_-~ 1'1 □□□□□□□□□□ • ---VlLLAGE FENCE f ................ .000 O 00 .. 00.900.909--9 ••• .. ••• .. •••• .. •••uooHln••••••• ' . . WALLS A Nb .FENCES--A~ S'HOWN" ~ --_ --_ - ,---i SCHEMATl¢ALLY FOR REFEffENCE :_ -_-,,-_ ·, 01;-JLY; ACTUAL :l;OCATIONS AND. -... _ .1 '( TV\PjJ:i:11\lAY/VAR}f 1suG~;:r'LY. '·-', 1' : 1·1· I I I I /_·_.,) ~-~. I I' ! , 20 0 10 l20 GRAPHIC SCALE I'= 40' _,...,~ ..... fl--AT5 GAl.. ::_")fL 'MC.' 441.2 55 + I ...... . --\-~-~ ~--1~, ~ ·: --\ =_ --,~} -· -------~-~~---· ---·------- I I I I I ! I I ! 431'!.'I 56 I ·-__ ,,, ..,... •••• I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLlIDING PRECISE LOCATION OF PLANTING AREAS. ....... , .... .. ___ ,,_,,,_, __ . ............. , ...... ,. " --, ' -- . " ., . - ' --""·--------···' .......... ,. ··-···· . ' -,····· ... "" - . ' . . ... , ............. ' I , ................... --,.-- 4.3s:, r "- """ 7-4·'7/J a.1i.-. Ii\~ _g,0\.-1 p\...J',NTJ !-J"1 - DATE INITIAL c,1:-v1s10N DESCRIPTION [NGINFFR OF WORK 66 443.3 5-rR' (c?f3Gi . A 1\ ---- -- -- ""- .... ----~--- ·~·· ··-----•.. c>ATE OTHFR 6 11 l f"RE, CAL, 16AL 0..Ut;:, AGR, ,,,; 0 .I--·-· .. ---1--------~---·· -30··· SCH MOL. 15&\L-I , (IVJULTI) .2"'t BOX-17\_ . .. . ... _ . Fl-ATS ~z;5pt.;-:-·•1fi.".c.,.i I ', I ' \ \ 11 \ 1 Ii ! I ,,. ' ,, ' &KlllU~i· A,;::-, ~-~~~ / 1/¾l_ IJ.f/' c, ~ ~~~) - ~ ~ qt;:· : : ~~~rJ_:-' thtj , _ i) 0,-!Dat<1~- /If r~~ - TIT/ c., RHA. IND, 'CL-/\.' ABE. GR.A.. C.E::A. GRI 'S,A.' Mf:".L. OU I. I \ / I iJ I .s GA 1 ,i I - " /I C I \ -. ) Rll IL T'' • J!S'f',..,.AJl-'l'j Landscape Architecture • Planning La Jolla Centre 11 ~I VII w1· rJ RY, 9255 Towne Centre Drive, Suite 340 • San Diego, CA 92121-3002 """""'" 619 550-1575 • Fax 550-1580 " INSF'ECTOF! DAH ~2·1 1Q)F C\~lltSis.~ [) SrlEETS ( I r11• y 35 --r'LANNING JEPARTMENT .. , ... • 1 .. , ··--··-· PLANS FOR LANDSCAPE & IRRIGATION • ' RANCHO CARRILLO VILLAGES I A, B, C, & D' .. .. ,., ....... , ... ,.,,.,.,,,.""'"''""'" if&'" ((-2/.ff-APPRCJV' D, .... . --·-·-- P~;~OR ,rn ....... , .. EXP. o;TE A~:,sIs t AN 1 .. ""' . ' --.. -- 1·rfi8 j..~ c;;;;_~~-DRAWll"G NO. jDWN RY: .. ... 359-7l INl~IAI llA I __ 1~11 IAL I CHKD BY: CITY A0 crWVAL RVWO cl Y, /\PPROVAl. . /J .. .• /J / " ,,/ ,, 0 k-~ FOR LANDSCAPING IN THIS AREA --11REFER TO SHT. -26 MATCHLINE. SEE SHT. ~0 i I I ,2/ $ 431,3 ii q; 8.!J/ q .·· ' fi)00000,00 i I r/ I i • I' ,. 'I 11 1 1' I 'I I I I i, // i /0 9 ;! 8 f I 6 5 4 J 2. I ,. I I 437.3 43S.o '1.'18.o // 438.8 4J!!l.s / 4Ji.s ,I 43'1 . .:; 440.G: 440.'- "42.1 zA ii 1/ ' ..... -RANCHO BRAVAOO': A JAc,:,cACU ·--.. ,. - Ill '' I ': ! 441.2 FO J.ANDSC G INT, I_$ AREA REFER TO SHT. -25 I; 441.5 #0-1 J83 •·•• 4 ◄2.1 168 442.& ;I II , I ii I CIGHT !llSTANClj:;'1-i'--~--r ii /69 !j ;; ' ! * ~ ... . QJ,1,:_ ... I - ---- \1\\10· // i ~ ; ; ' )) J I ... -t ;,_ -, ,, .,,,,,,,,,,.,.,,,,, .. , : I i ,/I. f ! n.·1/ / ,·, i I ~ -v // "' I , .. : Cf'> , I 1' ... <I'.) ' // / !I 1'· -.,. -, , ·;· I '1, I· , , . 1 • , 1 44 .3. "I I / t , II / +i2'" ii 1,1 1·.'· .... 1. ···---·-·-·-·--• .. ,, . .,_ --·-··--·--··--r-+1 if. II 'i ,,, ____ ,.,, .... ~ I I "' . . . .. .. '41 // I #2, 184 185 I I t:J t\i ·-.-.-............ , ................ ,,. . . . -· .. ,. ····---., . """"""""'"' """ ... __ ,, __ I ,_, •.· ~ I ~ (IL ··. RHA IND '.SP I f'IN, GAN. 1 /~iAk I ··· -7r ·.· : 32 15 liAL..-3 2-LJ "bOK -2.'1 I 2. 2., 11 ;::,.q"BOX 5 b,f.1,_. BOLL 'O,K,' 10 SGAL ----.... _,----.,---\.---..... --. 0 70 -~; .__..... --0 .. + II 85 84 ·1 -1f1-AT5 I 83 440.8 -11-IH I se 440.8 81 43'1.5 ... -. --............ --1--- 80 43'1,5 I! 'I I I I I I I in 79 438. 7 78 4.:18.7 ,·_ I z:~;FlANCHO BRAVADO I I "<c;, '•·•;',•,. . ,. 0 u 'T ' I ., 0 d"· ... I -; FIRE S.UPPRESSION Z NE 1 l • . . . • ' -i FIRE SUPPRESSION Z NE 2. FIRE S·UPPRESSJ6N .. ONE 3! LEGEND ,' VILLAGE THEME WAI_L ■■■ •••• • •• •••• ,:> COMMUNITY THE;iME WALf oo'o□□·□~~·~q., COMMUNITY THEME FEN E .-000000000000000 -Ml~~-1 VILLAGE FENCE -VILLAGE WOOD FENCE / . .. .......... : .................... . • WALLS AND FENCES ARE ·SHOWN SCHEMATICALLY FO~ REFERENCE ONLY. ACTUAL LOCf 0 TIONS AND TYPE MAY VARY SLIGHTLY. 40 80 120 40':.,__,:20;:_~oi.iiii. ·.;·· ·•·····•···.;··-· iiii·--~"""""""""""""""iiiiiiiiiiii,- GRAPHIC SCALE I'= 40' TITLE: IGAl- G;AL· t~ 'CQ<-7 . RHA, IND, 'Cl-A_' ABe:., GRA ··.SCH, MOL. (MULTI) BAG. ffl-. 1Tf'.' II/\ C -\ ._) ClUIL T 11 APPROVED FOR PLANTING AND IRRTOATTON ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~ ~;f-~·"11·'!'1 Landscape Architecture• Planning La Jolla Centre II 1-----11----+----------. 9255 Towne CentreDrive, Suite 340 San Diego, CA 92121-3002 619 550-1575 • Fax 550-1580 SHL[T 31 .. ···--··----------t-----t------.---1 -------+--+----1····-········ OTHER APPROVAi INS,'[C.TOr< c:Fff' 1(JF C'A.RlLSThAJ) PLANNIN(; DEPARTMENT LANDSCAPE & IRRIGATION PLANS FOR : RANCHO CARRILLO VILLAGES 'A, B, C, & D' rJA ff ':,HE.I:. lo 35 _J I I I ,, // /I / , I ! ! !/ i /! ! ! 'I , ;' I' ' !/ I / Ii I I I I I ; u II _1 ! , I I // I ' /,, / I I/ 1 , /; ' i" .. ' ' // i ,I !·' I / 1/ _! i Ii , /I 'I 1.1 . \.:\ \\ \', ' ' \ \ \\ ,, \\ , I I I I/ I ,'( ;· Ii ! I I ,1 \ // ,' / \ I/ I ;' .,, I I ' I I I 420. • • • • , I -r, • ·-.. r . ,,._ I I I I I -- I / / \ ' / I / . · / \ I / • T,•· ,. I I I ' . .J.. I . I ~ / / -0 ?/!'. ;// ,,,1 /7 ,I 1// • ' I / i ' ' ' I ' / I oi LU CJ) rf. ' I I :,, I ' ' : i \ ' ... .. . \ ~ -~'.\~" -, :;:''-" -\ --1----_-. \ r-:\ u -- -·~"···'·· 31 -.. a: S? "' ,-.; ' ... ... C .. -:i t? -,-..; ::: ' I I ., "I 11 f : <\J ':::> // / ! /0 ' ' .......... ....... ' ' ,' At;D 410 3BD ~ ---------·--_; ·-I-.... -·· C'. ·.: ... ,..:. __ --- ' I, j ( \ DRIVE l I I I ••• .. , ' : ' -.::r· , :-, I -_ : / \ \ , I I l 1 // / / _,.,.,._1F_1R ___ ~-' ·_s_uP_P_R __ E_s_s_10--._N_-z_o_N_E_,-'-1 Fl.RE SUPPRESSION ZONE/2 ' \ J. I ': .,, -I , i , - \ . \ \ 'I 2.0 ··-· -+ _ ,_:;r FIRE SUPPRESSION ZONE 3 .. ,.,. . . · · · FOR PLANTING IN THIS AREA -REFER TO RANCHO CARRILLO ' \ fl..41TI f{c.,,-tffA"\ --~ ~-Ji \ \ '' MASS GR~ADINGPROJECT NO.HOP 91-1,:;DRAWi~ NO: 331-tl. . \ . ' I 3GO LEGEND . :,/':\' 3so ,,~o j,OMMUNtTYTHEME-WA~_::_~ ,.,.-,,-.-,mu,~ ...... , .. , ... ~-•-----___ .,_--_____ --~ , .. c__ _·.· , .... -.,-· "_ .. ·:_ . _ _..-.: .. /•_:), ... VILLAGE THEME WALL ---=--□□□□□□on□□-_ . _ -----__ ~ .c·.::t' --, a,::,,· -_ _ ) g _ -1, '' (i;OMMUNITYTHEMEFENCE ■■■■■■■■•••■••• ----·,-_---,c.-_ic_,1[ '" -------•. :--1_-_'_ -,_; __ VILLAGE WOOD FENCE 000000000000000 m · · ·· --,. .._ --1 VILLAGE FENCE ............. : ..................... . . . -·-"1. WALLS AND FENCES ARE SHOWN SCHEMATICALLY FOR REFERENCE ONLY. ACTUAL LOCATIONS AND TYPE MAY VARY SLIGHTLY. ..... 1 .. I ' /-__ _ ,'/' ··-· (.--- /-----------r· -·_.1..L. --- 20 0 IO l20 GRAPHIC SCALE I'= 40' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. T TLr.: -l">'I" '1>-"Jl-'l"l Landscape Architedme • Planning LaJollaCcntrcll REVIEWED HY, 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 619 550-1575 • Fax 550-1580 IN'.i~l'CTOR --------------f--->- . '•---------+--~-+---+- 1-U,.j~ --------+--------------- CATE IIJITIAc UKilNEE.'<' OF WORK RI:. Vl'..;ION DF'.,C:RIPTION DAT[ INITIAL OTIICR Arrl'UVAL llAH l~ITIAL CITY APPROVAi Bl_llL ·1 11 DATE PLA:NT L!OE'ND COMMON NAME 0 a Al'IE. ROM. EUC. FIG. ARECASTRUM ROMANZOPFIANUM QUEEN PALM EUC. LEU. EUC. NIC. JAG. ACU. KOE. SIP. 0 MEL.QUI. 0 PHO.CAN. 0 PIN.CAN. 0 0PIN.TOR. PLA. ACE. 'BLO.' 0POD.GRA. 0 OUE.AGl'I. 0 PYRCAL 0 .. 'CHA.' SCH. MOL. SH•PIIJU e ABE.GRA .• EUCALYPTUS FICIFOLIA EUCALYPTUS LEUCOXYLON EUCALYPTUS NICHOLII JACARANDA ACUTIPOLIA KOELREUTEFIIA !llPINNATA MELALEUCA OUINQUENERVIA PHOENIX CANARIENSIS PINUS CANAAIENSIS PINUS TORREYANA PLATANUS ACERIFOLIA 'BLOODGOOD' POOOCARPUS GAACILIOR QUERCUS AGRIFOLIA PYRUS CALLERY ANA< 'CHANTICLEER' SCHINUS MOLLE ABE LIA GAANOIFLORA 0 0 ® EB § CEA. GRI. 'S. A.' CEANOTHUS GAISEU$ 'SANTA ANA' CEA. 'S. B.' CEANOTHUS 'SIER'RA IILU•E' COT. PAR. COTONEASTER l'ARNEYI esc. FPIA ESCALLON'IA FRADESII FAE. CAL. FFIEMONTODENDRON CALIFORNICUM IHII IIIIIIIHll HEM. HYB. HEMEROCALLIS HYBRID ® HET. ARB .. HETEROMELES ARBUTIFOLIA LIM. PEI'!. LIMONIUM PEREZII RED-FLOWERING ClUM WHITE IRONBARK WILLOW-LEAFED PEPPERMINT JACARANDA CHINESE FLIIME TPl'EE CAJEPUT TREE CANARY ISLAND PALM CANARY ISLAND PINE TORREY PINE LONDON PLANE TREE FERN PINE COAST LIVE OAK CHANTICLEER PEA•PI CALll'ORNIA PEPPER ABELIA WILD LILIC WILD LILIC R•ED CLUSTERB•E·l'!RY N<CN COMMON FLANNEL !tUSH DAYLILLY TOYON SEA LAVENDER ltlft 10' 8TH. 15 GAL. 24" BOX 15 GAL. UGAL. 36"1lOX 24"BOX 15 GAL. 24'' BOX 15 GAL. 12' BTl1. 15 GAL. 24"BOX 15 GAL. 24" BOX 24-" BOX 15 GAL. 24" BOX 24" BOX 15 GAL. 24" BOX 1 GAL. 1 GAL. 1 GAL. 1 GAL. 5GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. PHO. TEN. 'SUN. PHORMIUM TENAX 'SUNl'JOWNEl'I' NEW ZEALAND FLAX 5 GAL. 'SUNDOWNER' PHO. FPlA. PHOTINIA FRASERI NCN 5GAL. PIT. TOB. 'VAR.' PITTOSl'Ol'IUM TOElFIA 'W\FIIEGATA' TOBIFIA 'VARIEGATA' 5 GAL. e 0 0 CD - Q ca RHA. IND. 'CLA.' RHA. IND. 'SPA.' $TR. REG. ~OU. '$.D.R.' IIIOU.'O.K.' " !OU. 'SPE.' t)IS. BUG. llPIOUNWCovtfls ~z / I BAG. FIL. 'T.P.' -CAR. MAC. 'G. C.' GAZ. 'SUN. YEL.' ~ GAZ.SPL. W/.J MYO. PA.C. 11 I I I I MYO PAC GAZ. SPL. m GAZ.SPL. DEL. ALB. Li\W!!f SEED Mil!: NAME; SIERRA NOTES: H • DIGA 'CLARA' IND RNE 1 GAL. RHAPHIOLEPIS INDICA INDIA 11AWTHORNE 1 GAL 'SPRINGTIME' STRELITZIA REGINAE ll'IRD OF PARADISE 5GAL. !IOUGAl'NVILLEA lllOUGAINVILLEA 5GAL. 'SAN DIEGO RED' BOUGAINVILI.EA 90UGAINVILLEA 5GAL. 'ORANGE KING' BOUGAINVILLEA IOUGAINVILLEA 5GAL, 'SPECTABILIS' DISTICTIS BUCCINATOl'llA ROOD-RED TRUM'P'ET 5GAL. VINE iiA:CCHAFIIS PILULAFl1$ COYOT·E l!IPIU~ FLATS 'TWIN PEAKS' CARISSA MACFIOCAFIP'A C!IREEN CAFIPET 1 GAL. 'GREEN CARPET' GAZANIA 'SUNRISE YELLOW' SUNRISE YELLOW FLAT$ GAZANIA SPLENDENS CLUMPINC! GAZAN<IA FLAT$ 'MUL Tl-COLOR' MYOPORUM PACIFICUM MYOPORUM FLAT$ MYOPORUM PACIFICUM MYOPORUM FLAT$ GAZANIA SPLENDENS CLUMPING GA?ANIA FLATS 'MUL Tl-COLOR' GAZANIA SPLENDENS CLUMPING GAZANIA FLATS 'MUL Tl·COLOR' DELOSPERMUM ALBA l'IH ITE ICE PLANT FLAT$ IIIATE; 2 LBS./ 1000 SQ. FT. HT. 9' MIN. X SP. 3' MIN. HT.10' MIN. X SP. 4' MIN. HT. 9' MIN. X SP. 3' MIN. HT. 9' MIN. X SP. 3' MIN. HT. 14' MIN. X SP. 7' MIN. (l',IULTI.) HT. 10' MIN. X SP. 4' MIN. (MULTI.) HT. B' MIN. X SP. 3' MIN. (MULTI.) HT. 10' MIN. X SP. 4' MIN. HT. 8' MIN. X SP. 3' MIN. HT. e• MIN. X SP. 3' MIN. KT. 10' MIN. X SP. 5' MIN. HT. 7' MIN. X SP. 3' MIN. HT. 12' MIN. X SP. 5' MIN. HT. 10' MIN. X SP. 4' MIN. HT. 8' MIN. X SP. 3' MIN. HT. 10' MIN. X SP. 4' MIN. HT. 11' MIN. X SP 4' MIN. HT. 8' MIN. X SP. 3' MIN. tMUt Tl.) HT, 11' MIN. X SP. 5' MIN. (MUL Tl,) FULL, BUSHY, GOOD COLOR FULL, BUSHY, GOOD COLOR FULL, BUSHY, GOOD COLOR FULL, BUSHY, GOOD COLOR FULL, BUSHY, GOOD COLOR FULL, BUSHY, GOOD COLOR @I 1 B" O.C. FULL, BUSHY, GOOD COLOR @ 18" o.c. FULL. BUSHY, GOOD COLOR FULL,BUSHY, GOOD COLOR flJLL, s GOOD COLOR FULL, BUSHY, GOOD COLOR FULL, BUSl1Y, GOOD COLOR FULL, IIIUSHY, GOOD COLO A FULL, BUSHY, GOOD COLOR FULL, BUSHY, GOOD COLOR F_ULL, BUSl1Y, P>"LANT <O 12" O.C. 1P'LANT fit 4' O.C. PLANT fit 12" O.C. 'l"LANT fit 12" O.C. PLANT <t 24" O.C. l"LANT fit SO'' O.C. PLANT @ 12" 0.C. ~LANT fit 1 B" 0.C. PLANT@ 18" 0.C. 1. ALL TPIEIS, \JIIN'Ll:H O'rfllf<l'PIWl9'! NOTl!'D, 8-M•ALL 1111,t,T ~ONPLIC'f' ~1'H l'·u•uc l:J11ll'rl<ll Affl!') l'ff'ALL ltll LOC~,.11) A, Nft1N,11M:~ C,fll; 3' OUT OF PUBLl'C Rl(iHT·OF-WAY 5' FROM PAVING i' !tl=IOM SEWl:;A LINES :2. ALL PLANTING AREAS, UNLH·fl OTM,l!l'IJl,Wl·SI NO'fl'IU!>, ftljjA-1..L !lll·t::LUlR A :e·0V1f:'P'I CROP l:llil'K l'M AD!!'IITtON TO THI lf'ICl'~IID IILA<~t MATERIALS. 3, IN$lAU :3" LAYER BARK MULCH l'N ALL NON-TUJIIF PILANTIHG APl,EAS Ll!8A 5T~Ell'P TMAN ~:1, SU1Ud,IT !UMIIILE TO CITY l·N:PJlll>ECTO'IIII: FOR APPROVAL PRIOH TO BULK DELIVERY TO JOEISITE. ~-ill,"LH<'. ./l<MS sµN.,r: e!G -.F'll<Arr/7 A!!PH Si-L'F"'5 (1£R,"£ P/H,l,L UJ'/"5Cl-<r"I,.,,, ,; INsr="" · DITl!IL C AJIB AJB II • All I) A II A C AJIB A/B A Ill II A A II All A/8 F F F F I F I l!/F E E E t: EIF l!/F I H H H H G G G G Q Q G G G l!PTH 0, ROOTBALL I <j> 2X ROOTl!IALL JIICIO PVC OR A1N PIPE POSITIVELY DRAIN I, DAYLIGHT AT SLOPE ONTO 1/1 CU. F'T. GRAVEL. IN[ OF WO A OTHERS WHERE NEEDED TO SUPPORT TREE TREE ST AKES SET OUTSIDE Of ROOTBALL 4" PERF'. PVC ORAi,! P TO BOTTOM OF ROOTBALL W/4" PVC DRAIN CAP/GRAT[ (BLACK> 6" MIN. l!IASIII FINISH GRADE 4" PERF. PVC DRAIN W/4" PVC DRAIN CAP/GRA <BLACKl 4" PVC C.fll»/CRATE IN 12"x1 " " PEA GRAVEL F'ILLED SUMP. WRAP W/SOIL SEPARATOR TO COVER I, FAST EN TO HOLD. A TREE PLANTING & STAKING ON SLOPE NO SCALE ICAL TUBING CUY WRE (TYP,) DEPTH or ~ i "00TBALL +""--ti I • 0 I • ... .. 2X ltOOT'IALL CUY WIRE REQUIRED TO SUPPORT TREE (3· REQUIRED> 4" PERF'. PVC OR• TO BOTTOM OF ROOTBALL W/4" PVC DRAIN CAP/GRAT[ CBLACKl 6" MIN, BASIN FINISH GRADE OEADMAN <TYP.l 4"x4"x18" RWO. ROOTB,t,L ·SET 1" ABOVE FINISH GRAD( P 1"/FT 4" PERf'. PVC ORM'<I .. [ W/4" PVC DRM-1 CAP/GRA <BLACK> " PEA QRAV[L UMf' ® TREE PLANTING 8c GUYl'NG NO SCALE ,u;1 QN s;,NT'R ROW DISTANCE IET ISK 'A" ~ +. 8" 7" • 1"•011 1o~r 11" , ... J" I" r-O" r .. s•t 1'-4" ,-.. 01• 2"·0" 1'• 9M■ 1"-6"' 3"-0" r-6" 2"-6" 6'-0" '-2" !i"-6" 8"·0" I"· 11" 7"•6" 10"•0" l"-8"" t"-6" 12"·0" 10'•5" 11"·6"' 20"•0" 17·4" 19"·6" • • • • • • • • •-----..t ....... -~ • • • • • • • • • ....... -~ . . . . . . . . ~ • • • • • • • • •••••••• •""'u't ITI 11 111 2X ROOTBALL • '° DEPTH Of' ROOTBALL • 0 ' .... -----1 I 12" 2X ROOTBALL ® TREE PLANTING NO SCALE DtPTH OF ROOTBALL 2X ROOTBALL 4 TREE TIES CMl'll WO A OF AK OTHERS WHERE NEEDED TO SUPPORT TREE TREE STAKES SET OUTSIDE OF ROOTBALL " L W/4" PVC DRAIN CAP/GRATE <BLACK> 6" t.lN. BASIN F'INISH GRADE R P KF'I ROOT BALL ·SET 1" ABOVE FINISH GRADE SLOPE 1"/FT • 4" PERF, PVC DRAIN PIPE W/4" PVC D AIN CN>IG A CBLACKl ¾" PEA GRAVEL SUMP STAKING SLOPE 1"/F'T. 3" MIN BASIN FINISH GRADE ROOTBALL·SET CROWN 1" ABOVE FINISH GRADE E -----® SHRUB PLANTING NO SCALE E OR WIRE ""' "',,f/ /,,X,r SLOP£ T'/F'T. 3" MIN l!IASIN FINISH GRADE ..~ f'/.///-;,,, ~--· ~~ or Cl\.~ ~~.,.~., 0£PTH or ROOTBALL I 9 4" PERF. PVC DRAIN P TO BOTTOM OF ROOTBALL W/4" PVC DRAIN CN>/GRATE <BLACK> ~ 11 • .:. , •.:,· . I I ~::"\' 11 111=-iii.. :: · PLASTER • PUOOLE I, --.... 12" 2X ROOTBALL SETTLE SETTING SCARIFY SIDES i BOTTOM SLOPE 1··1FT. 4" PERF'. PVC DRAIN Pl W/4" PVC DRAIN CAP/GRA (Bl.ACK> %" PEA CRAVEL SU .... © PALM TREE PLANTING C ------NO SCALE DEPTH OF ROOTBALL .,,... .,,... .,,... .,,... .,,..-2X ROOTBALL .,,..-----.....___ LINE OF 2•1 SLOPE ' SHRUI .3" MIN BASIN FINISH GRADE I ff If: _III-p~l~PARED BACKF'ILL MIX FERTILIZER TABLE TS ROOTBALL·SET CROWN 1" ABOVE FINISH GRAD SLOPE 1"/FT. ® SHRUB PLANTING ON SLOPE F -------NO SCALE COVEFI CROP MIX BOTANICAL NAME COMMON NAMI RATE Ll!IS/ACRI Alyssum 'Corpe! or Snow' 3 Aly~sum 'Royal Carpet' 3 Laslhenla Chryeoloma Dwarf Goldflelda o.s ~Ph=•=••=il=•~G=•=m,..,p=•"="~l•=•=la._____ __ ~~=Ca=li=fo=rn-iiL .. e.41,gbelh 0,5 TOTAL POUNDS PER ACRE 7,0 The following materials shall ba In tho mixes: Mulch -Conweb Fiber 2,200 lbs,/acre Binder --Terra Tac': #3 150 lbs./acre Fertilinr 16-20-0 400 lbs./ecre MtN. % PVBE/GEAM 9B/80 98/80 50/60 98/75 "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE RLA EXP, # 97-031 DATE ., ~ l\lA Landaeape Archlteot11re • P'lenntn1 LOCATION OF PLANTING REVIEWED BY: La Jolla Centre II AREAS 9266 Ta11ne Centre Drive, Suite 840 o.. San Dle~a, CA 92121 ·8002 DATE \ 8111,660.16 6 • Pax 660.1680 INSPECTOR ROOTBALL·SET CROWN 1" ABOVE f'INI H GRADE f0-1-'lE '""'•-• " .b-..1717 l'L-AN-r MA1~IZ-.IAL --·-· u,,., • !331 ~ CITY OF CARLSBAD PLANNING DEPARTMENT 5 PLANTING DETAILS & LEGEND FOR: RANCHO CARRILLO VILLAGES 'A,B,CS.D' APPROVED ©i--G_R_O_U_N_0C_O_V_E_R_P_L A_N_T_IN_G_ ® VINE PLANTING H -----NO SC,t,LE 7-::?v {L'i;.;.r ASSISTANT p.....,"l~G DIRECTOR DATE NO SCALE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: CT97-02 359 -7L ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: i ! '--------------------------------------------------------------------------------------------------------------------------------..,11' ---·-····-"----~-----··-··"·-··-·-···-····--·-- ' ' I ' I 'I lf..C..TION 02480 LANDSCAP.Jrt!l PART I -QENEFIAL 1 .1 GENERAL CONDITIONS: THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, AA!! A PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK AND APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1.2 SUMMARY: THE WORK INCLUDES ALL SEl'IVICES, LAl!IOl'I, MATl!RIAUJ, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. . 1 RELATED WORK: IRRIGATION SECTION 02441 1.3 SUBMITTALS: UPON BEING AWARDED THI! PROJECT, CONTRACTOR SHALL SUBMIT A LIST OF SOIL AMENDMENTS, FERTILIZERS AND PLANT MATERIALS WITH QUANTITIES OF EACH WITHIN 15 DAYS FROM AWARD OF CONTRACT. 1.4 GUARANTEES AND REPLACEMENTS: • 1 .2 • 3 .4 SHRUBS, VINES, GROUNDCDVER ANO HYDROSEED SHALL I!! E GUARANTEED TO REMAIN HEALTHY AND VIGOROUSLY GROWING FOR ONE GROWING SEASON OR NINETY (90) DAYS, WHICHEVER COMES FIRST. ALL TREES THAT HAVE Bl:l!N SUPPLIED AND INSTALLED UNDER THIS CONTRACT SHALL BE GUARANTEED TO LIVE IN A HEALTHY CONDITION FOR A PERIOD OF ONE (1) YEAR FROM DAT" OF FINAL ACCEPTANCE OF PROJECT. IF TREES ARE ALSO SUPPLIED BY THE OWNER, THE GUARANTEE SHALL APPLY AS STATED ABOVE. ALL PLANTS FOUND TO SE DEAD AND ALL PLANTS NOT IN A VIGOROUS CONDITION NOTED WITHIN THE GUARANTEE PERIOD SHALL BE REPLACED WITHIN FOURTEEN (14) DAYS, PLANTS USED FOR REPLACEMENT SHALL BE THE SAME KIND AND S12:E AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED, PLANTED AND FERTILl2:ED AS ORIGINALLY SPECIFIED, AT NO COST TO OWNER. 1.5 Ol!SERVATION: 1 • 9 . 1 .2 OBSERVATIONS HEREIN SPECIFIED SHALL l!IE MADE l'lY THE ARCHITECT AND/OR CITY INSPECTOR. THE CONTRACTOR SHALL REQUEST OBSERVATION IN WRITING, IN ADVANCE OF THE TIME OBSERVATION IS REQUIRED. OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: A. PRE-CONSTRUCTION MEETING. B. INCORPORATION OF SOIL CONDITIONER!:I AND FERTILIZEl'IS INTO THE SOIL, C, UPON THE COMPLETION OF GRADING PRIOl'I TO PLANTING. D. APPROVAL OF PLANT MATERIALS. E. WHEN TREES ANO SHRUBS ARE SPOTTED IN PLACE FOR PLANTING, BUT BEFORE PLANTING HOLES ARE EXCAVATED. F. ORIENTING SPECIFIED TREES. G. VERIFICATION OF FINISH GRADES. H. APPLICATION OF PRE-EMERGENT HEl'IBICIDE. I. PRE-MAINTENANCE OBSERVATION. J. WHEN PLANTING, AND ALL OTHER INDICATED OR SPECIFl!!D WORK, EXCEPT THE MAINTENANCE PERIOD, HAS BE EN COMPLETED, ACCEPTANCE AND WRITTEN APPROVAL SHALL ESTABLISH BEGINNING OF THE MAINTENANCE PERIOD. THIS IS NOT A FINAL OBSERVATION OR ACCEPTANCE, AND IT DOES NOT RELIEVE THE CONTRACTOR FROM ANY OF THE RESPONSIBILITIES IN THE CONTRACT DOCUMENTS FOR THIS PROJECT. K. fJNA1.__9_B_$_1IB_\'AI1Qll TO BE HELD AT THE COMPLETION Of' THI! MAINTENANCE PERIOD, THIS OBSERVATION SHALL ESTABLISH THE BEGINNING DATE FOR THE ONE-YEAR GUARANTEE OF ALL TREES. . 3 ACC!!F>TANCE: UPON COMPLETION OF THE FINAL OBSERVATION AND THE WORK OF THIS SECTION, THE CONTRACTOR WILL BE NOTIFIED IN WRITING, (1) WHETHER THE WORK IS ACCEPTASLE: AND (2) OF ANY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE. . 4 THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON THE SITE AT THE TIME OF EACH OSSERVATION. MAINTENANCE: .1 THE MAINTENANCE PERIOD BEGINS ON THE Fll'IST DAY AFTER ALL LANDSCAPE AND IRRIGATION WORK ON THIS PROJECT IS COMPLETED, CHECKED, ACCEPTED, AND WRITTEN APPROVAL FROM THE ARCHITECT IS GIVEN TO BEGIN THE MAINTENANCE PERIOD, AND SHALL CONTINUE THEREAFTER FOR NO LESS THAN 90 CALENDAR DAYS. .2 THE CONTRACTOA SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED AREAS OF THE CONTRACT DURING TliE PROGRESS OF THE WORK AND DURING THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE OF THE WORK. • 3 REGULAR PLANTING MAINTENANCE OPERATIONS SHALL l!l!GIN IMMEDIATELY AFTER EACH PLANT IS PLANTED. PLANTS ANO LAWNS SHALL BE KEPT IN A HEALTHY, GROWING CONDITION AND IN A VISUALLY PLEASING APPEARANCE SY WATERING, PRUNING, MOWING, ROLLING, TRIMMING, FERTILIZING, RE-STAKING, PEST AND DISEASE CONTROLLING, SPRAYING, WEEDING, CLEANING-UP ANO ANY OTHER NECESSARY OPERATION OF MAINTENANCE. LANDSCAPE AREAS SHALL BE KEPT FREE OF WEEDS, NOXIOUS GRASS, AND ALL OTHER UNDESIRED VEGETATIVE GROWTH AND DEBRIS. ALL PLANTS FOUND TO BE DEAD OR IN AN IMPAIRED CONDITION SHALL BE REPLACED IMMEDIATELY WITHIN 3 DAYS. . 4 FERTILl2:ER (COMMERCIAL): 7-9-4 WITH CHELATED MINERALS SHALL BE APPLIED AT THE RATE OF 12 POUNDS PER 1,000 SQUARE FEET 3 0 DAYS AFTER THE BEGINNING OF THE MAINTENANCE PERIOD, AND EVERY 30 DAYS THEREAFTER, FOR THE DURATION OF THE CONTRACT MAINTENANCE PERIOD. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE APPLICATION RATE. 1. 7 1 . 8 . I THE CONTRACT COMPU!TION DATE OF THE CONTRACT MAINTl!NANCI! PERIOD WILL BE EXTENDED, WHEN IN THE OPINION OF' TliE ARCHITECT, IMPROPER MAINTENANCE AND/OR POSSIBLE POOR OR UNHEALTHY CONDITION OF PLANTED MATERIAL OR UNESTASLISHED NON COVERING LAWNS ARE EVIDENT AT THE TERMINATION OF THE SCllEDULED MAINTENANCE PERIOD. THE CONTRACTOR SliALL SE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF TliE WORK AT N 0 CHANGE IN CONTRACT PRICE UNTIL ALL OF THE WORK IS COMPLETED AND ACCEPTABLE. , $ THE CONTRACTOR SHALL SE RESPONSISLE FOR MAINTAINING ADEQUATE PROTECTION OF THE AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. LAYOUT OF WORK: THE CONTRACTOR S•IALL EMPLOY, AT HIS OWN EXPENSE, A l'IEGISTEREO CIVIL ENGINEER OR LICENSED LAND SURVEYOR TO LAY OUT THE WORK OF THE PROJECT, TO ESTABLISH ALL REFERENCE POINTS SET FOR CONSTRUCTION AND THE CERTIFICATION OF FINISH GRADES WITH CIVIL ENGINEER DRAWINGS. GENERAL REQUIREMENTS: • 1 THE TEAM "PLANTING AREA" SHALL MEAN ALL AREAS TO !l E PLANTED WITH TREES, SHRUBS AND GROUNDCOVERS, .2 ACTUAL PLANTING SliALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER ANO SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. .3 ALL ROCKS 1" OR LARGER, AND OTHER GROWTH OR DEBRIS ACCUMULATED DURING THE DURATION OF THE PROJECT, SHALL BE REMOVED FROM THE SITE UNLESS SPECIFICALLY EXEMPTED IN WRITING. • 4 PRIOR TO THE EXCAVATION FOR PLANTING OR PLACING OF PLANT MATERIALS, LOCATE ALL UNDERGROUND UTILITY LINES STILL IN USE AND TAKE PROPER PRECAUTIONS TO AVOID DAMAGE TO SUCH IMPROVEMENTS. IN THE EVENT OF A CONFLICT BETWEEN SUCH LINES AND PLANT LOCATIONS, NOTIFY THE ARCHITECT WHO SHALL ARRANGE FOR THE RELOCATION OF ONE OR THE OTHER. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR MAKING ANY AND ALL REPAIRS FOR DAMAGES RESULTING FROM WORK AS HEREIN SPECIFIED. .5 GRADING ANO 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 SliOULD REACH SUCH A LEVEL THAT WORKING IT WOULD DESTROY $Oil STRUCTURE, SPREADING AND GRADING OPl;RATIDNS SHALL BE SUSPENDED UNTIL THE MOISTURE CONTENT IS INCREASED OR REDUCED TO ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED. .8 ALL SCALED DIMENSIONS ARE APPROXIMATE. SEFORE PROCEEDING WITH ANY WORK, CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND IMMEDIATELY INFORM THE ARCHITECT OF ANY DISCREPANCY BETWEEN Tiff DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. • 7 QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE ONLY, AND ARE NOT GUARANTEED. CHECK ANO VERIFY COUNT ANO SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS. •• •• .10 • 1 1 .1 2 ADEQUATELY STAKE, SARRICADE, ANO PROTECT ALL IRRIGATION EQUIPMENT, MANHOLES, UTILITY LINES, AND OTHER EXISTING PROPERTY DURING ALL PHASES OF THE SOIL AMENDING AND GRADING OPERATIONS. SPECIMEN TBEE....SEL.l;CJ.LQJ'il A. ONE SAMPLE OF EACH TREE VARIETY AND SIZE, CALLEO OUT ON DRAWINGS 15-GALLON AND LARGER SHALL SE DELIVERED TO TliE PROJECT SITE FOR APPROVAL PRIOR TO INSTALLATION. B. THE CONTRACTOR SHALL IMMEDIATELY REMOVE! ANY TREES NOT APPROVED. C. THE CONTRACTOR AT HIS OPTION AND AT HIS EXPENSE CAN RETAIN THE SERVICES OF THE ARCHITECT TO REVIEW TREES 24" SOX SIZE AND LARGER TAGGED AT THE NURSERY AND/OR AT THEIR PLACE OF GROWTH, OR AS OTHERWISE SPECIFIED ON DRAWINGS. l!f:Jl:CilOtLAND._$_1./_S ST ITU Tl ON: A. ALL PLANTS NOT CONFORMING TO THE Rl!'QUIREMENTS HEREIN SPECIFIED SHALL SE CONSIDERED DEFECTIVE, AND SUCH PLANTS, WHETHER IN PLACE !;)R NOT, SHALL SE MARKE!D .,s REJECTED AND SE IMMEDIAT:LY· 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 TliE DRAWINGS. UNDER NO CONDITION WILL THERE BE ANY SUBSTITUTION OF PLANT SPECIES, VARIETY, OR REDUCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING DRAWINGS, EXCEPT WITH THE EXPRESS WRITTEN CONSENT Of THE ARCHITECT. UTILITIES A. ALL UTILITIES (WATEl'I AND ELECTRICITY) USED DURING THI! INSTALLATION OF THE LANDSCAPING AND IRRIGATION SYSTEMS FOR TlilS PROJECT SHALL BE PAID FOR BY THE OWNER. DURING THE MAINTENANCE PERIOD, THE OWNER SHALL BE RESPONSIBLE FOR PAYMENT OF THE UTILITIES. e.B.QIE~IJQlL..QEJ:.XilllfilUBEES, SHRUSS AND VINES A. IT IS THE INTENT OF THE PAOJECT THAT CERTAIN EXISTING PLANT MATERIALS SHALL BE RETAINED. PRIOR TO THE REMOVAL OF ANY TREES, THE CONTRACTOR SHALL CONFER WITH THE ARCHITECT TO DETERMINE TliOSE PLANTS THAT ARE TO REMAIN. 1!1. ALL EXISTING TREES WHICH ARE TO REMAIN IN THE PROJECT SHALL SE TAGGED AND IDENTIFIED BY THE CONTRACTOR PRIOR TO START OF WORK. I - 1. I C. CONTRACTOR SHALL Bl! RESPONSIBLE FOR ALL TREES THAT ARE TO REMAIN IN THE PROJECT. DAMAGE TO A PLANT WHICH RESULTS IN DEATH OR PERMANENT DISFIGURATION SHALL RESULT IN TllE COMPLETE REMOVAL OF THE PLANT, INCLUDING ROOTS, FROM THE SITE BY THE CONTRACTOR: AND THE CONTRACTOR AT HIS OWN EXPENSE SliALL REPLACE THE PLANT WITH ONE OF EQUAL VALUE AS ESTABLISHED BY THE ARCHITECT, DR REIMBURSE THE OWNER THE COST OF SAID REPLACEMENT, TliE ARCHITECT SHALL SE THE SOLE JUDGE OF THE CONDITION OF THE PLANT. D. ALL EXISTING TREES THAT ARE TO REMAIN SHALL BE PROTECTED AT ALL TIMES FROM DAMAGE BY WORKERS AND EQUIPMENT. ALL DAMAGE BY THE CONTRACTOA TO EXISTING PLANTS SHALL BE REPAIRED AT THEIR EXPENSE BY PERSONNEL APPROVED BY THE ARCHITECT. !! . THE CONTRACTOR SHALL INSURE THAT NO FOREIGN MATERIALS AND/OR LIQUID, SUCH AS PAINT, CONCRETE, CEMENT, OIL, TURPENTINE, ACID OR THE LIKE, BE DEPOSITED OR ALLOWED TO BE DEPOSITED ON ANY SOIL WITHIN THE DRIP LINE (THE OUTSIDE EDGE OF THE FOLIAGE OVERHANG) OF ANY TREE OR SHRUB, OR WITlilN 6" OF THE TRUNK OF A VINE. SliOULD ANY SUCH POISONING OF THE SOIL OCCUR, THE CONTRACTOR SHALL AEMOVE SAID SOIL AS DIRECTED BY THE ARCHITECT AND REPLACE WITH ACCEPTABLE SOIL AT N 0 EXPENSE TO TliE OWNER, F. EXCAVATION ADJACENT TO EXISTING TREES AND SHRUSS; WHERE IT IS NECESSARY TO EXCAVATE IN CLOSE PROXIMITY TO EXISTING TREES AND SHRUBS, ALL POSSIBLE CAUTION SHALL SE EXERCISED TO AVOID INJURY TO ROOTS AND TRUNK. EXCAVATION CLOSE TO TREES SHALL SE SY HAND, TUNNELING UNDER ROOTS 2" AND LARGER IN DIAMETER. CUTTING OF ROOTS 2" AND LARGER SHALL SE ONLY ON THE APPROVAL OF TliE ARCHITECT. G. PAINT CUT ROOTS WITHIN 24 HOURS: WHERE THIS IS NOT POSSIBLE, KEEP THE SITE OF EXCAVATION ADJACENT TO THE TREE SHADED WITH MOIST SURLAP OR CANVAS . INVOICING OF PLANT MATERIALS AND SOIL PREPARATION AND SOIL PREPARATION CONFORMANCE TEST: .1 AFTER INSTALLATION OF PLANT MATERIALS, BUT PRIOR TO THE PRE-MAINTENANCE INSPECTION, THE ARCHITECT, WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR THE PLANT MATERIALS AND RELATED ITEMS, SliALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA AND/OR THE AMOUNTS SPECIFIED, IF' THE MINIMUM AMOUNTS HAVE NOT BEEN FURNISHED, THE ARCHITECT WILL REQUIRE THE INSTALLATION OF ADDITIONAL MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED. • 2 UPON DELIVERY OF MATERIALS AND/OR COMPLETION OF ALL SOIL CONDITIONING AND GRADING, BUT PRIOR TO INITIATING PLANTING OPERATIONS, THE ARCHITECT WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR SOIL PREPARATION MATERIALS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA OF EACH OPERATION. I" TliE MINIMUM RATES OF APPLICATION HAVE NOT SEEN MET, THE ARCHITECT WILL REQUIRE THE DISTRISUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUM APPLICATION REQUIREMENTS SPECIFIED. • 3 _4 RANDOM SOIL SAMPLES OF SUFFICIENT QUANTITY TO BE REPRESENTATIVE OF THE ENTIRE SITE SHALL SE TAKEN SY THE CONTRACTOR PRIOR TO BEGINNING WORK. THE ARCHITECT, IN THE PRESENCE OF THE CONTRACTOR, SliALL INDICATE ON THE PLANTING PLAN WHERE SOIL SAMPLES SHALL BE TAKEN. CONTRACTOR SHALL SUSMIT SAMPLES TO A LICENSED SOILS TESTING LABORATORY, APPROVED BY THE CITY INSPECTOR. SOIL TEST SHALL CONSl~T OF SOIL FERTILITY AND AGRICULTURAL SUITABILITY CONFORMING TO THE METHODS OF THE UNIVERSITY OF CALIFORNIA EXPERIMENTAL STATION ANO 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 SEEN THOROUGHLY MIXED INTO THE SITE, RANDOM SAMPLES OF THE MIXED SOIL WILL BE TAKEN BY THE ARCHITECT AND SUBMITTED TO THE SOIL LABORATORY FOR COMPARISON TO A CONTROL MIX. COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE SORNE BY THE CONTRACTOR. AFTER GRADING AND LEACHING OPERATION, FOUR SOIL SAMPLES WILL BE TAKEN BY ARCHITECT AND SUSMITTED TO THE SOIL LABORATORY FOR TESTING OF ECE AND PH. COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SliALL BE BORNE BY THE CONTRACTOR. UBI 2 -PRODUCTS 2. 1 SOIL AMENDMENT AND FERTILIZER: • 1 SOIL CONDITIONER SHALL CONTAIN A SPECIAL BLEND OF ORGANIC FRACTIONS TO SUPPLY SEVERAL DEGREES OF BREAKDOWN RATE WHICtl LASTS UP TO 10 YEARS IN THE SOIL, A PORTION OF INOR- GANIC AMENDMENT THAT RESISTS FURTHER BREAKDOWN, PH OF 5. 5 TO 6.5, SALINITY OF 3.0, ORGANIC MATTER (DRY WEIGHT BASIS) MORE THAN 90%, NON-IONIC WETTING AGENT ANO TOTAL NITROGEN CONTENT OF 0.5%. (LOAMEX, WIL-GRO, LIFE FOREST liUMUS), 2.2 2.3 2.4 .2 GYPSUM SHALL BE A COMMERCIALLY Pl'IOCESSED ANO PACKAO!D GYPSUM (CASO 2H20) WITH MINIMUM 80% ORADE CONTAININO 14% COMSINED SULFUR. • 3 IRON SULFATE (EXPRESSED AS METALLIC) 19% OF QUALITY APPROVED SY ARCHITECT. • 4 SULPHUR (SOIL) (ELEMENTAL) 99% OF QUALITY APPROVED BY ARCHITECT. • 5 .8 .7 FERTILIZER (COMMERCIAL) SHALL BE A COMSINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCEN- TAGES SY WEIGlff OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 1.0% 10.0% 1 0.0% MINIMUM MINIMUM MINIMUM FERTILIZER (COMMERCIAL) SHALL BE LONG-LASTING CONTl'IOLLEO RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE• FLOWING, SUITASLE FOR APPLICATION WITH APPROVED EQUIP- MENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 21.0% 0.0°/o 0.0% MINIMUM MINIMUM MINIMUM FERTILIZER (COMMERCIAL) SHALL SE LONG-LASTING CONTROLLED RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FAEE- FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIP- MENT, ANO SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 16.0% 20.0% 0.0% MINIMUM MINIMUM MINIMUM • 8 FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTIL12:ERS WITH CHELATED • 9 MINERALS, FREE-FLOWING, SUITASLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILASLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 7.0% 9.0% 4.0% MINIMUM MINIMUM MINIMUM PLANTING TASLETS SHALL BE TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE PLANTING TABLETS, OF VARYING SIZES WITH THE FOLLOWING AVAILABLE PERCENTAGES SY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 20.0% 10.0% 5.0% MINIMUM MINIMUM MINIMUM • 1 O SOIL ENHANCER SHALL SE SARVON. PLANTING BACKFILL: PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE 01' EXISTING SITE SOIL AND SOIL AMeNDMENTS AT TliE FOLLOWING MIXTURE: SOIL CONDITIONER SITE SOIL 113 CU. YD. i13 CU. YD. IRON SULFATE GYPSUM 1 LB./PER CU. YD. OF MIX 10 LSS./PEA 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 SE STRAIGHT SHAFTS, SHAVED AND CUT CLEAN AND BARE OF BRANCHES AND STUBS, OF UNIFORM THICKNESS WITH A MINIMUM DIAMETER OF 2 INCHES, FREE OF LOOSE KNOTS, SPLITS OR BENDS. STAKES SHALL BE NO LESS THAN TEN (10) FEET IN LENGTli. GUYING MATERIALS: • 1 .2 • 3 ,4 GUY WIRES SHALL SE OF PLIABLE, ZINC-COATED STEEL OF NO. 1 2 GAUGE. ANCHORS (DEADMEN) FOR HOLDING GUY WIRES SHALL SE 4 INCHES X 4 INCHeS OF SOLID LUMSER, 1' -6" IN LENGTH. HOSE FOR COVERING WIRE SHALL SE OF 2-PLY REINFORCED RUSSER, USED OR NEW, GARDEN HOSE TYPE OF AT LEAST 1/2 INCli IN DIAMETER. FLAGS, TO BE ATTACHED TO GUYS, SHALL BE OF SURGICAL TUBINO, 1/8 INCH IN DIAMETER AND FOUR FEET LONG, OF UNIFORM THICKNESS. TREE TIES SHALL BE BORDON CINCH-TIE OR APPl'IOVED EQUAL . ~\~Sc..u~ &'v-o1SW1 t.P-'j §f11 , ~• APPROVED FOR PLANTING ~ /.1 .i J":c'-' .,: ... ,. AND IRRIGATION ONLY, "AS BUILT" ' il\'.< ·1;,:;,1,>f-INCLUDING PRECISE ~~· ,. ~~ ,...........-.,, .. OCATION OF PLANTING WcnW AREAS RLA-----EXP•----- DATE REVIEWED BY: EXP. DATE ~·~1-<tj INSPECTOR DATE l----f--+----------t---t--t----t--11 S!E:J I CITY OF CARLSBAD ~ :::::J==·= 1-======P:::::L=ANN::::::I N=G=D[==PA=R=Tl(==N=T ======~~::::::==_.;~ DATE INITIA_f:. REVISION DESCRIPTION DATE INITIAL DATE INITIAL PLANTING SPECIFICATIONS FOR: RANCHO CARRILLO VILLAGES I A,B,C&D' . APPROVED '&~ ,ft ~fff ASSISTANT PL=NrnG DIRECTOR OWN BY: ___ _ PROJECT NO, DRAWING NO, CHKO BY: ___ _ _ _,,,,. ENGINEER OF WORK omrn ,\PPROVAL CITY APPROVAL RVWO BY: CT97-02 359 -7L IP 2.5 PLANT MATERIALS: .1 NOMENCLATURE: THI! IOTANICAL AND COMMON NAMES OF PLANTS HEREIN SPECIFIED CONFORM WITH THE APPROVED NAMES GIVEN IN "AN ANNOTATED CHECKLIST OF WOODY ORNAMENTAL PLANTS OF CALIFORNIA, OREGON, AND WASHINGTON", PUBLICATION NO. 4091, PRINTED 1979 AND "AN ANNOTATED CHECKLIST OF ORNAMENTAL PLANS OF COASTAL SOUTHERN CALIFORNIA", PUBLICATION NO. 3276, PRINTED 1962, 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 l!IE NO. 1, OF PINTO TAG STOCK. THEY SHALL BE VIGOROUS, OF NORMAL GROWTH, FREE FROM DISEASE, INSECTS, INSECT EGGS, AND MEET OR EXCEED THE MEASUREMENTS SPECIFIED. PINTO TAGS MUST BE SUBMITTED TO THE ARCHITECT. • 3 CONTAINER STOCK (1-GALLON, 5-GALLON, 15-GALLON, AND BOX SIZES) SHALL HAVE GROWN IN CONTAINERS FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINED PLANTS THAT HAVE CRACKl;D 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. • 4 PRUNING SHALL NOT 1!11! 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, ANO 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 Bl! REMOVED FROM THI! 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 APl>ROVED BY THE CITY INSPECTOR AND ARE SUBJECT T 0 ARCHITECT'S WRITTEN APPROVAL. , 8 QUANTITIES SHALL Bl! FURNISHED AS NEEDED TO COMPLETE WORK SHOWN ON DRAWINGS. , 9 THE ARCHITECT RESERVES THI! RIGHT TO INSPl!CT ROOT CONDITION OF ANY SPECIES, PARTICULARLY THOSE GROWN FROM SEED, AND IF FOUND DEFECTtVe, TO REJECT THE PLANTS REPRESENTED BY THE DEFECTIVE SAMPLE. • 1 O IDENTIFY PLANT SPECIES OR VARIETIES CORRECTLY ON LEGIBLE, WEATHERPROOF LABELS ATTACHED SECURELY TO THE PLANT. THERE SHALL BE A MINIMUM OF ONE LABELED PLANT FOR EACH 5 PLANTS IN A LOT. .11 ALL LAWN SEED SHALL BE LABELED AND SHALL BE FURNISHED IN SEALED STANDARD CONTAINERS WITH DUPLICATE SIGNED COPIES OF A STATEMENT FROM THE VENDOR CERTIFYING THAT EACH CONTAINER OF SEED DELIVERED IS FULLY LABELED IN ACCORDANCE WITH THE CALIFORNIA STATE AGRICULTURAL CODE ANO IS EQUAL TO OR BETTER THAN THE REQUIREMENTS OF THESE SPECIFICATIONS. SEED WHICH MAS BECOME WET, MOLDY OR OTHERWISE DAMAGED IN TRANSIT OR STORAGE WILL NOT BE ACCEPTABLE. THE MINIMUM PERCENTAGE WEIGHT OF PURE, LIVE SEED IN EACH LOT OF SEED SHALL BE AS FOLLOWS: SEED% BY_wj;.IJIBI GERMINATION, SIERRA MIX: SOUTHLAND TURF TYPE TALL FESCUE BONANZA TURF TYPE TALL FESCUE APACHE TALL FESCUE MUSTANG TALL FESCUE INERT ANO CROP % MIN, 100.00% 24.90% 24.83% 24.81% 24.76% 0.70% .12 HYDRO•SEED MIX AND MATERIALS SHALL BE CALLED OUT ON DRAWINGS. .1 3 GROUNDCOVl!R PLANTS SHALL BE HEALTHY, VIGOROUS ROOTED CUTTING GROWN IN FLATS UNTIL TRANSPLANTING. .14 . 1 5 . 1 6 BARK MULCH SHALL INTERLOCKING PIECES APPROVED OTHERWISE RECEIVE AND APPROVE TO THE SITE. BE FIRBARK CHIPS OR EQUAL, 1 "·3" PACKAGED IN BAGS OR BALES UNLESS BY LANDSCAPE ARCHITECT. CITY MUST A SAMPLE PRIOR TO DELIVERY Of' MULCH PRE-EMERGENT HERBICIDE SHALL BE SURFLAN, TREFLAN, OYMID OR EQUAL. WEED ERADICATION SPRAY WILL BE ROUNDUP . PA.RT 3 -~XJ;;,t;,!,l_Tl.01! 3. 1 SITE PREPARATION AND WEED ABATEMENT: 3.2 3.3 .1 GRUB AND CLEAN PLANTING AREA, l'IEMOVING DEBRIS ANO ROCK AND ERADICATING WEEii'S. . 2 WEED ERADICATION SHALL BE DONE TEN {10) DAVS PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK. ;EED "'I~;;;tMEtfor,,i':' 6K,s::,,; •:.•"":,.. r!-1.:: ,.,./; :c. ,,r:v H··,,,., M.AJ..,..,.,t·k; Alfl'A. . 1 ,2 . 3 .4 UPON COMPLETION OF T.HE IRRIGATION SYSTEM ANO AFTER DEBRIS, ROCKS AND EXISTING WEEDS AND GROWTH HAVE BEEN REMOVED FROM THE PLANTING AREA, APPLY 200 POUNDS OF COMMERCIAL FERTILIZER 21·0·0 PER ACRE, WATER ALL AREAS EVERY DAY FOR TWl!NTY·ONE (21) CONSECUTIVE DAYS AND UNTIL WEED SEEDS HAVE GERMINATED. CEASE WATERING FOR THREE (3) DAYS AND SPRAY NON-SELECTIVE HERBICIDE "ROUNDUP" TO ERADICATE THE GERMINATED WEEDS. TRANSLOCATION OR APPROVED PERIOD SHOULD BE 7-10 DAYS. HERBICIDE APPLICATOR SHALL BE LICENSED BY THE STATE OF CALIFORNIA. RAKE AND HAUL OFF ALL DEAD WEEDS TO 1/2 INCH BELOW THE SURFACE OF THE SOIL. 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 HAD A SUFFICIENT TIME TO KILL. SOIL CONDITIONING, FERTILIZING ANO ROTOTILLING: .1 FOR AREAS LESS STEEP THAN 2:1: AFTER THE AREAS HAVE BEEN OEl!P-RIPPl!O, fH,I! FOLLOWING RATES OF SOIL CONDITIONING ANO 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 ' 3.4 3.S THOROUGHNESS ANO COMPLE, S OF IHI: nu,0,.LLlm.,; ANU INCORPORATION OF SOIL CONDITIONERS/AMENDMENTS SHALL BE ACCEPTABLE TO THE ARCHITECT. A. SOIL CONDITIONER SOIL SULPHUR IRON SULFATE GYPSUM 5 CU. YO. PER 1,000 IQ. FT. 10 LBS. PER 1,000 SQ. FT. 20 LBS. PER 1,000 SQ. FT. 250 LBS. PER 1,000 SQ, FT, RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. I. 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 Bl! 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 FOl'I AREAS 2:1 AND STEEPER: AFTER THE AREAS HAVE Bl!EN l!RADICATED 01' WEEDS ANO FINISHED GRADED, THE FOLLOWING RATES OF SOIL CONDITIONING MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS. NO SCARIFYING OR ROTOTILUNG SHALL BE REQUIRED. A. GYPSUM SOIL SULPHUR IRON SULFATE 250 LBS. PER 1,000 SQ. FT. 10 LBS. PER 1,000 SQ. FT . 20 LBS. PER 1,000 SQ. FT. RATE OF APPLICATION 1!'1 l'OR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. 1!1. SARVON SHALL BE APPltEO AT THE RATE OF 1 PINT PER 1,000 SQUARE FEET. APPLY $ARVON IN AREAS AS RECOMMENDED BY SOIL TEST. FOR BIDDING PURPOSES, ASSUME ALL LANDSCAPE AREAS SHALL BE COVERED. • 3 Jll!EP WATER LEACHING; A. AFTER COMPLETE INSTALLATION AND TESTING OF THE IRRIGATION SYSTEM AND APPLICATION OF SOIL CONDITIONING, ALL AREAS SHALL BE DEEP WATl!R LEACHED AND COMPACTED AND SETTLED BY CONTINUOUS APPLICATION OF IRRIGATION WATER UNTIL THE SOIL HAS RECEIVED A MINIMUM OF SIX: INCHES OF WATER. !l. AFTER GRADING AND LEACMING OPERATION, FOUR SOIL SAMPLES SHALL BE: TAKEN BY ARCHITECT ANO SUBMITTED TO SOIL LABORATORY f'OR TESTING. SOIL TEST SHALL MEET THE FOLLOWING REQUIREMENTS: ECE PH MAXIMUM 3.0 X 10.3 MAXIMUM 7,5 A PERCENT OF ORGANIC MATTER SOIL TEST AFT!!R LEACHINCI MAY BE REQUIRED BY ARCHITECT, C. RE-APPLICATION OF SOIL AMENDMENT AND LEACHING OPERATION SHALL !!I! 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 !!E 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 ANO BROUGHT TO FINISH GRADE. l'INIBH Ql'IADING: • 1 FINISH GRADES SHALL 1!11! AS INDICATl!O ON CIVIL l!NGINl!l!R'S AND LANDSCAPE DRAWINGS. , 2 FINISH GRADES SHALL Ill! MEASURED AS THE FINAL WATER• COMPACTED AND SETTLED SURFACE GRADES AND SHALL BE WITHIN PLUS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS ANO GRADE LINES INDICATED ON THE CIVIL ENGINEERS DRAWING. UNLESS OTHERWISE NOTED, FINISH GRADE SHALL BE 2" BELOW ADJACENT FINISH PAVING SURFACES IN GROUNDCOVER AREAS ANO 1" BELOW IN LAWN AREAS. .3 .4 .8 . 8 .7 . e FINISH GRADES SHALL BE MEASURED AT THE TOP SURFACE OF SURFACE MATERIALS. MOLDING AND ROUNDING OF THI! GRADES SHALL BE PROVIDED AT ALL CHANGES IN SLOPE. ALL UNDULATIONS ANO IRREGULARITIES IN THI! PLANTING SURFACES RESULTING FROM TILLAGE, ROTOTILLING, ANO ALL OTHER OPERATIONS, SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED. Tfil! CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT ANO AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES DURING GRADING ANO CONDITIONING OPERATIONS. FINAL FINISH GRADES SHALL INSURE l"OSITIVE DRAINAGE OF THI! SITE WITH ALL SURFACE DRAINAGE AWAY FROM BUILDINGS, WALLS, AND TOWARD ROADWAYS, DRAINS, ANO CATCH BASINS. FINAL GRADES SHALL BE ACCEPTABLE TO THE ARCHITECT l!IEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN, • 8 PLANTING SURFACES SHALL BE GRADED WITH NO LESS THAN TWO (2) PERCENT SURFACE SLOPE FOR POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS. PLANTING: , 1 THE LAYOUT OF LOCATIONS FOFI PLANTS AND OUTLINES OF GROUNDCOVER TO BE PLANTED SHALL BE APPROVED ON THE SITE BY THE ARCHITECT, PRIOR TO THEIR PLANTING, .2 ALL SUCH LOCATIONS SHALL BE CHECKED FOFI POSSIBLE INTERFERENCE WITH EXISTING UNDERGROUND PIPING, PRIOR TO EXCAVATION OF HOLES. IF UNDERGROUND CONSTRUCTION OR UTILITY LINES ARE ENCOUNTERED IN THE EXCAVATION OF PLANTING AREAS, OTHER LOCATIONS FOR THE PLANTING MAY BE SELECTED BY THE ARCHITECT, DAMAGE TO EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. PLANTING TREES • ..,aHRUBS, AND VINES; A. ALL EXCAVATED HOLES SHALL HAVE Vl!RTICAL 111101!5 WITH ROUGHENED SURFACES AND SHALL BE OF THE MINIMUM SIZES INDICATED ON DRAWINGS, HOLES SHALL Bl!, IN ALL CASES, LARGE ENOUGH TO PERMIT HANDLING ANO PLANTING WITHOUT INJURY OR BREAKAGE OF ROOT BALLS OR ROOTS. 9. EXCAVATION SHALL INCLUDE THE STRIPPING AND STACKING OF ALL ACCEPTABLE SOIL ENCOUNTERED WITHIN THE AREAS TO BE EXCAVATED FOR PLANT PITS AND PLANTING !!EDS, PROTECT ALL AREAS THAT ARE TO BE TRUCKED OVER ANO UPON WHICH SOIL IS TO BE TEMPOFIARILY STACKED PENDING ITS RE-USE FOR THE FILLING OF HOLES, PITS, ANO BEDS. .3 .4 - I _ ........ C. EXCESS SOIL GENERATED FROM THE PLANTING HOLES SHALL BE SPREAD ON THE SITE AS DIRECTED BY THE ARCHITECT. D, PLANTS IN CONTAINERS SHALL HAVE THE CANS OPENED BY CUTTING VERTICALLY ON OPPOSITE SIDES OF EACH CAN WITH NURSERY CAN OPENERS, TIN SNIPS, OR OTHER APPROVED INSTRUMENTS FOR THIS PURPOSE. ALL USED CONTAINERS SHALL BE REMOVED TO THE STORAGE AREA OR FROM THE SITE DAILY. E, THE PLANTS SHALL BE PLANTED AT APPROVED LOCATIONS WITH THE HERETOFORE SPECIFIED CONDITIONER ANO 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 THI! PLANTING PITS ON UNDISTURBED GRADE, SO THAT THE CROWNS OF THE ROOT IIALLS ARE 1" ABOVE SURROUNDING FINISH GRADE. AFTER SETTING THE PLANTS, THE REMAINING BACKFILL MATERIAL SHALL BE CAREFULLY TAMPED AND SETTLED AROUND EACH ROOT SALL TO FILL ALL VOIDS. G. EACH TREE AND SHRUB SHALL BE PLACED IN THE CENTER OF THE HOLE ANO SHALL BE SET PLUMB AND HELD RIGIDLY IN POSITION UNTIL THE PLANTING BACKFILL HAS BEEN TAMPED FROM AROUND EACH 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 PER LINER AND FLAT SIZE PLANT. (1)-21 GRAM TABLET PEA 1-GALLON CONTAINER. (3)-21 GRAM TABLETS PER 5-GALLON CONTAINER. (5)-21 GRAM TABLETS PER 15-GALLON CONTAINER. (1)-21 GRAM TABLET PER EACH 3" OF BOX SIZE. I. NO PLANT WILL BE ACCEPTED IF THE ROOT BALL IS IIROKEN 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 STAKED WITH TWO LODGE POLE STAKES, DRIVEN INTO THE GROUND ON THE Sloes OF THE TREE PERPENDICULAR TO THE PREVAILING WINDS. THE STAKES SHALL BE DRIVEN IN PLUMB AND SECURE. SPECIAL CARE SHALL BE TAKEN THAT THI! DRIVING IN OF THE STAKE DOES NOT DAMAGE THE TREE ROOTS OR ROOT BALL, TREE TIES SHALL BE FASTENED TO EACff TREE ANO STAKE BY LOOPING FIGURE S'S WITH THE INSIDE DIAMETER OF THE TIE AT 2 OR 3 TIMES THI! DIAMETER OF THE TREE AND BY TACKING THE BACK OF TIIE TIE TO THE STAKe. (SEE DETAILED DRAWINGS.) L, ALL TREES SPECIFIED TO BE GUYED SHALL BE GUVEO 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. THI! CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE ANO SUBSURFACE DRAINAGE REQUIRED WHICH MAY AFFECT HIS GUARANTEE OF THE TREES, SHRUBS, ANO VINES, 0, PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL TREES, SHRUBS, AND VINES WHEN NECESSARY TO PROVIDE THE SPECIFIED OR APPROVED STANDARD SHAPES, FORM AND/OR SIZES CHARACTERISTIC TO EACH PLANT. PRUNINQ MAY INCLUDE THINNING, TOPPING, ANO/DA CUTTING AND SHALL BE UNDER THEi DIRECTION OF THE ARCHITECT. CUTS OVER 3/4 INCH IN DIAMETER SHALL BE PAINTED WITH APPROVED TREE SEALANT. P, ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED AND PLANTED WITH A CRANE . Q. ALL TREES 24" BO)( ANO LARGER SHALL BE SPOTTED IN PLACE PRIOR TO THE DIGGING OF THE HOLE. fl.ANTING GROUNDCOVERS: A. GROUNDCOVERS SHALL BE PLANTED IN THE AREAS INDICATED ON THE DRAWINGS. THE GROUNDCOVER PLANTS SHALL BE ROOTED CUTTINGS GROWN IN FLATS, AND SHALL REMAIN IN THOSE FLATS UNTIL TRANSPLANTING. •• C. D. ALL GROUNOCOVER PLANTS SHALL BE PLANTED WITH SOIL AROUND ROOTS IN STAGGERED ROWS, EVENLY SPACED AT THE INTERVALS CALLEO OUT ON THE DRAWINGS. THE GROUNDCOVER PLANTS SHALL Bl! PLANTED SUFFI- CIENTLY DEEP TO COVER ALL ROOTS ANO A PLANTING TABLET SHALL BE PLACED IN EACH PLANTING HOLE, AS PER MANUFACTURER'S SPECIFICATIONS, AND SHALL BE IMMEDI- ATELY SPRINKLED AFTER PLANTING UNTIL THE ENTIRE AREA IS SOAKED TO THE FULL DEPTH OF ALL THE HOLES, THE GROUNOCOVER PLANTING AREA SHALL BE HAND- SMOOTHED AFTER PLANTING TO PROVIDE AN EVEN, SMOOTH FINAL FINISH GRADE. I!, GROUNDCOVER SHALL IIE PLANTED WITHIN 12" OF MAIN PLANT STEM WHERE SHRUBS ANO TREES ARE PLANTED. F. A 3" LAYER OF BARK MULCH SHALL BE PLACED IN ALL NON· TURF PLANTING AREAS LESS STEEP THAN 3:1. SE:EDING OE LAWNS A, B. FLOATING: AFTER PREPARATION OF SOIL, FINISH GRADING, DEEP WATERING ANO FERTILIZING, THE AREAS TO BE SEEDED SHALL BE LOOSENED TO A DEPTH OF TWO INCHES ANO RAKED AND FLOATED TO THE FINAL FINISH GRADE BY ANY STANDARD METHOD ACCEPTABLE TO THE ARCHITECT, WITH THE FINISH SURFACES LEFT EVEN AND SMOOTH, FREE FROM RIDGES AND DEPRESSIONS ANO REASONABLY WELL-FIRMED. METHOD OF SOWING: A METHOD OF SOWING SATISFACTORY TO THE ARCHITECT SHALL BE EMPLOYED, USING AN APPROVED MECHANICAL POWER-DRIVEN DRILL OR BILLON SEEDER, MECHANICAL HAND SEEDER, OR OTHER APPROVED EQUIPMENT. ........ ,, Affllll .... llN • Pt•••l•I Lo l•llo C.Olre fl ' I 3.6 .5 C. BROADCASTING OF SEED: THE SEED SHALL BE EVENLY BROADCAST OVER THE ENTIRE LAWN AREA AT THE RATE OF 10 POUNDS PER 1,000 SQUARE FEET. DURING THE SOWING, CARE SHALL BE EXERCISED TO KEEP UNIFORM SEED SPACING. D. COVERING AND INITIAL COMPACTING: THE SEED SHALL BI! COVERED BY MEANS OF A SPIKE HARROW, CHAIN HARROW, CULTIPACKER, OR OTHER APPROVED DEVICE. THE SEEDED AREAS SHALL IMMEDIATELY BE COMPACTED BY MEANS OF A ROLLER, CULTIPACKER, OR OTHER APPROVED EQUIPMENT WEIGHING 60 TO 90 POUNDS PER LINEAL FOOT OF ROLLER. E. TOP DRESSING (OPTIONAL): ALL SEEDED AREAS SHALL BE TOPDRESSEO WITH NITROHUMUS, SPREAD UNIFORMLY IN A CONTINUOS BLANKET USING 1-1/2 CUBIC YARDS PER 1,000 SQUARE FEET (APPROXIMATELY 1/4 INCH LAYER). THE NITROHUMUS SHALL BE SPREAD STARTING AT THE WINDWARD SIDE OF THE AREA. F. INITIAL WATERING: IMMEDIATELY FOLLOWING THE TOPDRESSING (IF EXERCISED), A LIGHT, FINI! MIST SPRAY SHALL BE APPLIED TO THE LAWN AREAS TO ANCHOR THE DRESSING TO THE SOIL, FORMING A PROTECTIVE CRUST TO PREVENT WINO EROSION ANO DRYING-OUT OF THE SEED. THE LAWN AREA SHALL BE KEPT MOIST, BUT NOT GLISTENING WET, UNTIL FULL GERMINATION. G. FINAL COMPACTION: THE FULLY GERMINATED LAWN AREAS SHALL BE ALLOWED TO DRY SUFFICIENTLY TO PERMIT ROLLING AND SHALL THEN BE ROLLED WITH 60 TO 90 POUNDS PER LINEAL FOOT. ROLLER TO COMPACT THE SOIL AROUND THE GRASS ROOTS AND TO PROVIDE A FIRM, SMOOTH MOWING SURFACE. H. FILLING: FOLLOWING COMPACTION ANO IRRIGATION SETTLEMENT, ALL DEPRESSED AREAS SHALL BE FILLED WITH SCREENED CONDITIONED TOPSOIL AND RE-SEEDED WHERE NECESSARY. I. PROTECTION: THE LAWN AREAS SHALL BE PROTECTED AGAINST FOOT TRAFFIC AND OTHER USE IMMEDIATELY AFTER SEEDING IS COMPLETED BY PLACING WARNING SIGNS AND TEMPORARY TWINE AND FLAGGING AROUND AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR. J, FINISHING: AFTER THE SEEDING OPERATIONS HAVE BEEN COMPLETED, THE TOP SURFACE OF THE LAWN AREAS SHALL BE LEFT SMOOTH ANO EVEN AND SHALL CONFORM TO FINISH GRADES. HYDRO-SEEDING GROUtil!COVERS: A. HYDRO-SEED SHALL BE APPLll!D IN THE AREAS INDICATED ON THE DRAWINGS ANO AS CALLEO FOR PER MIX, II, 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 HYROSEEOER" TYPE AS APPROVED BY THE ARCHITECT. THIS EQUIPMENT SHALL HAVE A BUILT-IN AGITATION SYSTEM WITH AN OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND HOMOGENEOUSLY MIX A 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 SPRY THE SOIL WITH A UNIFORM VISIBLE COAT OF SLURRY. THE SLURRY SHALL BE APPLIED IN A SWEEPING MOTION, IN AN ARCHED STREAM, S 0 AS TO FALL LIKE RAIN ALLOWING THE WOOD FIBERS TO BUILD UPON EACH OTHER, UNTIL A COMPLETE, EVEN COVERAGE COAT IS ACHIEVED. 0. HYRDO-SEEOED 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. I!. HYDRO-SEEDl!D AREAS SHALL BE PROTECTED AGAINST FOOT TRAFFIC ANP _ _QTHER JLse .... JMMEOIATELY AFTER HYDRO- SEEDING IS COMPLETED BY PLACING WARNING SIGNS AND TEMPORARY TWINE AND FLAGGING AROUND THE AREAS. F, RE·HYROO-SEEOING OF BARE AREAS SHALL BE DONE THIRTY (30) DAYS AFTER INITIAL APPLICATION. HERBICIDE APPLICATION: PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO GROUNDCOVER AREAS ONLY, ANO IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. DO NOT APPLY IN LAWN OR HYDROSEED AREAS, ARCHITECT SHALL BE NOTIFIED AND PRESENT AT THE TIME OF THE APPLICATION. 3. 7 CONCRETE MOWSTRIP: 3.8 CONCRETE MOW STRIP SHALL BE INSTALLED AS PER PLAN ANO DETAIL CLEAN UP: AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER ANO REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS useo IN ACCOMPLISHING WORK. CONTRACTOR SHALL SWEEP ANO CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO PLANTINGS. ~/J /;'/_/. • .... 2 . < APPROVED FOR PLANTING :;r rp J ~ ~l) AND IRRIGATION ONLY, "AS BUILT" 111, '7 T?l \;;,,..'.141/J INCLUDING PRECISE "((~ --~-.u-----1" LOCATION OF PLANTING RLA-----EXP•---- OfCA\.\ AREAS EXP. DATE 'Jl -:,1 "'I'! REVIEWED BY: INSPECTOR SHEET 35 CITY OF CARLSBAD PLANNING DEPARTMENT PLANTING SPECIFICATIONS FOR: RANCHO CARRILLO VILLAGES 'A,B,C8rD' APPROVED £.---·' . L I/ I/._ -r /4 -'_. _... ..7. ~ ..,_ • ASS]STANl-r'LARNIN.G" OIRECTOR / DATE DATE SHEETS 35 DATE INITIAL OWN BY: PROJECT NO. DRAWING NO, Nt6 Te•"• C.n\,. brll'e, Suh• MD ... DI-. C:A ttltl •-119..6IO.Jl't6 • .... NO.JIN DATE INITIAL £NG I NE£R Of WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL CITY APPROVAL CHKO BY: ----1 RVWO BY: CT97-02 359 -7L C. C