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HomeMy WebLinkAboutDWG 337-9P; CT 94-01; POINSETTIA SHORES; 01-10CITY OF CARLSBAD NOTES AND REQUIREMENTS 1.01 SLOPES REQUIRING ERDSIDN CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED ',/ITH ONE DR MORE OF THE FDLLOVING PLANTING STANDARDS, A. STANDARD Ill -COVER CROP/JUTE MESH. SEE SPECIFICATIONS. COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR ',/ILD FL OVERS. THE COVER CROP SHALL BE APPLIED AT A RA TE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE ',/!THIN THIRTY (30) DAYS. TYPE OF JUTE MESH SHALL AS APPROVED BY THE CITY AND STAKED TD THE SLOPE AS RECOMMENDED BY THE MANUFACTURER, GREEN JUTE MESH SHALL BE REQUIRED VHEN PLANTING OCCURS BETVEEN AUGUST 15 AND APRIL 15, MAY BE USED. B. STANDARD #2 -GROUND COVER ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED ',/ITH A GROUND COVER KNO',/N TO HAVE EXCELLENT SDIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TD PROVIDE FULL COVERAGE VITHIN □NE YEAR). C. STANDARD #3 -LO',/ SHRUBS LO',/ SPREADING VOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/ 4 INCH (2- 3/ 4 ') LINERS) SHALL COVER A MINIMUM OF SEVENTY PERCENT (70%) OF THE SLOPE FACE (AT MATURE SIZEJ, TREES AND DR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF □NE (D GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (D PLANT PER Tw'O HUNDRED (200) SQUARE FEET. NOTE, AREAS OF APPLICATIDN SHALL BE PER CITY OF CARLSBAD LANDSCAPE MANUAL, SECT. IV.E.3-1.2.1. 2.01 TEMPORARY/ SPECIAL CDNDITIDNS AREAS GRADED FLATTER THAN 6•1 REQUIRE STANDARD #1 <COVER CROP) w'HEN THEY HAVE ONE DR MORE OF THE FOLL□w'ING CONDITI□NS1 B. A POTENTIAL EROSl□N PROBLEM AS DETERMINED BY THE CITY. C. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TD THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT w'ARRANT IMMEDIATE TREATMENT, NOTE, AREAS TO BE HYDROSEEDED SHALL FIRST BE DISKED OR R□T□TILLED TO PROVIDE A FRIABLE, LOOSE SEED BED. 3.01 INSTALLATIDN BOND RELEASE AND MAINTENANCE REQUIREMENTS A. INST ALLA TIDN 1. PRIOR TD START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRR!GA Tl□N. 2. SPECIAL CONSIDERATION SHALL BE GIVEN TD w'ATER AND ELECTRICAL SERVICES, 3. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. 4. THE SCHEDULE SHALL SH□w' TIMING OF CONSTRUCTION OF FREE STANDING, RETAINING AND CRIB \,/ALLS IMMEDIATELY AFTER ROUGH GRADING AT EACH LOCATION IS ACHIEVED. B. IRRIGATl□N INSTALLATION OF IRRIGATION AS SH□w'N ON THE APPROVED PLANS SHALL COMMENCE w'ITHIN TEN (10) DAYS OF THE TIME \,/HEN EACH SLOPE IS BROUGHT TD GRADE AS SHOw'N ON THE APPROVED GRADING PLANS, C. PLANTING AND IRRIGATION FOR THE AREAS DESCRIBED ABOVE SHALL BE COMPLETELY INSTALLED, AS SHOw'N ON THE APPROVED PLANS, IJITHIN THIRTY (30) DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES, D. LETTER OF CERTIFICATION (INSTALLATION) 1 .THE LICENSED DESIGNER OF RECORD FDR ALL THE PROJECTS REQUIRING LANDSCAPE PLANS SHALL SUBMIT A LETTER TO THE CITY STATING THAT THE PROJECT HAS BEEN INSTALLED IN SUBSTANTIAL CONFORMANCE ',/ITH THE APPROVED PLANS AND SPECIFICATl□NS, PRl□R TD GRANTING A PERMIT OF OCCUPANCY ON PRIVATE DEVELOPMENTS, DR B. PRIOR TD APPROVAL OF CITY OF w'□RK DONE ON PUBLIC PROPERTY THAT w'ILL BE MAINTAINED BY CITY FORCES AND PRIDR TO THE REQUIRED MAINTENANCE PERIDD AS DESCRIBED IN SECTl □N 3.02.F(l-A). 3.02 MAINTENANCE(PUBLIC AND PRIVATE PROJECTS) A, CONDITIDNS OF LANDSCAPES D. REPLANTING ALL TREES, SHRUBS, GROUND COVERS, AND OTHER PLANT MATERIAL w'HICH HAVE BEEN PLANTED AND w'HICH, DUE TD ACCIDENT, DAMAGE, DISEASE, OR OTHER CAUSE, FAIL TD SHO'w' A HEAL THY GR□w'TH, SHALL BE REPLACED, REPLACEMENT PLANTS SHALL CONFORM TD ALL STANDARDS THAT GOVERN THE ORIGINAL PLANTlNG INST ALLA TI □N. E.CHANGES TO THE APPROVED LANDSCAPE PROJECTS THAT REQUIRED APPROVED LANDSCAPE PLANS MUST MAINTAIN THE LANDSCAPE IN A MANNER IN SUBSTANTIAL CONFORMANCE w'ITH THE APPROVED LANDSCAPE PLAN. ANY CHANGES TD THE APPROVED LANDSCAPES AFTER INSTALLATION MUST BE APPROVED BY THE CITY IN ADVANCE, F. LANDSCAPE MEDIANS AND OTHER AREAS TO BE MAINTAINED BY CITY FORCES, l. MAINTENANCE PERl□D A, THE MEDIANS SHALL BE MAINTAINED BY THE DEVELOPER <RESPONSIBLE FDR THEIR CONSTRUCTIDN) FDR A PERIOD OF NINETY (90) DAYS, OR UNTIL PLANTS DEEMED ESTABLISHED AND THE IRRIGATION IS OPERATING PROPERLY TD THE SATISFACTION OF THE PARKS AND RECREATION DIRECTOR, VHICHEVER PERl□D IS LONGER. B. A MAINTENANCE SCHEDULE SH□w'ING PROPOSED ACTIVITIES AND FREQUENCIES SHALL BE SUBMITTED TO THE CITY FOR APPROVAL AT THE TIME OF ACCEPTANCE OF THE MEDIAN LANDSCAPE CONSTRUCTION, AND PRl □R TO COMMENCEMENT OF THE LANDSCAPE MAINTENANCE PERIOD. C. AT THE TIME OF FINAL ACCEPTANCE, THE CITY SHALL BE GIVEN ALL CONTROLLER ENCLOSURE KEY~ QUICK COUPLER KEY~ OPERATION MANUALS, AND OTHER ITEMS CALLED OUT IN THE APPROVED PLANS AND SPECIFICATIONS AND NECESSARY TO MAINTAIN THE LANDSCAPE. G, FIRE SUPPRESSION MANAGEMENT AREAS AREAS OF DEVELOPMENTS THAT w'ERE APPROVED UNDER THE REQUIREMENTS OF SECTION 11-C AND IV-F OF THE CITY OF CARLSBAD LANDSCAPE MANUAL SHALL BE MAINTAINED BY THE RESPONSIBLE PRIVATE PARTY IN CONFORMANCE ',/ITH THE APPROVED FIRE SUPPRESSl□N PLAN. PLANTS SHALL BE KEPT PRUNED TO THE VOLUME REQUIREMENTS SET FORTH IN SECTION F OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. SETTIA SHO CRF,ATION CENTER LOT 6 CITY □c OCEANSIDE 78 CITY □r VISTA VICINITY MAPS 3.03 RELEASE OF BONDS A. LETTER OF CERTIFICATl□N (RELEASE OF BONDS) PR!DR TO RELEASE OF BONDS, THE LICENSED DESIGNER OF RECORD ON THE PROJECT SHALL SUBMIT A LETTER TO THE CITY ENGINEER CERTIFYING THAT HE DR SHE HAS INSPECTED THE ',/ORK AND THAT THE PROJECT COMPLIES VITH THE F □LL□VING CONDITIONS, APPROVED PLANS. 2. IS GRO'w'ING IN A HEAL THY AND THRIVINCi CDNDITIDN 3. ALL PLANTINGS REQUIRED UNDER SECTION IV-E OF THE CITY OF CARLSBAD LANDSCAPE MANUAL, POLICIES AND REQUIREMENTS HAVE BEEN ESTABLISHED AS AN EFFECTIVE SURFACE EROSION CONTROL. 4. THERE IS NO EVIDENCE OF EXCESSIVE RUNOFF FROM THE IRRIGATION SYSTEM CAUSIN[i A SDIL ERDSIDN PROBLEM, B. AS BUil TS I. PRI □R TD RELEASE OF BONDS, AS BUil T LANDSCAPE PLANS FDR THE BONDED w'ORK SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. 2. AS BUil T PLANS FOR AREAS TO BE EVENTUALLY MAINTAINED BY CITY FORCES SHALL BE APPROVED BY THE PARKS AND RECREATION DIRECTOR. 3, AS BUil T PLANS SHALL BE DRAFTED CLEARLY TO THE SA TISFACTIDN OF THE CITY, AND THE ORIGINAL MYLARS SHALL BE SUBMITTED TO THE CITY FOR THEIR KEEPING. LOT WINOROSE LOT 8 XIST. 12'' WA LOT 2 LOT 3 SAN DIEGO NORlHER>l RAILROAD I \ \ ,z" WATER LOT 4 N.T.S. TFSHIMA DESIGN GROUP lANll!iCAPE ARCHilECI'URB LAND PUoNNINO 'MB IIUSINPS'IPARI{ AVH., !llllm C SAN DIEGO. CA 92lll 11!Ull'HONE (619) 89.Hl24 FAX: (619) f9.rll82 ~Jl:CT NO_ '!!l4-,:,,,:,,1-1.1,:,, DATE:, ,:0,1-,:0,2-'!!l1 LOT 9 DECLARA llON 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 PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES 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 CONDITlONS OF APPROVAL RELATED TO LANDSCAPING. BY: RONALD S. TESHIMA DA TE: 01 /03/97 PREPARER PHONE NO'S 619/ 693-8824 REGISTRATION NO'S CA UC. LANDSCAPE ARCHITECT #1456 EXPIRATION DATE: 06/30/97 ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 /4.L U,✓,, -• • ' ~fal7 tlJGJNEEiZG PLAN CHECKER 6ATE BENCHMARK: DESCRIPTION: STANDARD DISC SET FLUSH IN EAST CORNER ON NORTH ABUTMENT OF EAST BRIDGE LOCATION: APPROX. 300 FEET SOUTH OF SOUTH ENTRY TO CARLSBAD STATE PARK 40 FEET EAST OF CE~TERUNE OF NORTH BOUND CARLSBAC BLVD. ON PO~ TO STREET BRIDGE NO. A7882 RECORD FROM: NORTc COUNTY VERTICAL CONTROL DATA BOOK, PAGE 135 NO. QC 0147 DATE ELEVATION: 50558 DATUM: M.S.L. OATE INITIAL ENGINEER OF WORK REVISION DESCRIPTIOt\ SHEET INDEX COVER SHEET RECLAIMED \./ATER TITLE SHEET IRRIGATION PLAN TREE PLANTING PLAN SHRUB & GROUNDCOVER PLANTING PLAN IRRIGATION DETAILS LANDSCAPE DETAILS IRRIGATION SPECIFICATIONS PLANTING SPECIFICATIONS PLANTING SPECIFICATIONS APPROVED FDR PLANTING AND IRRIGATION □NL Y, INCLUDING PRECISE PE. LOCATION □F PLANTING REVIEWED AREAS. INSPECTOR L-1 L-2 L-3 L-5 L-6 L-7 L-8 L-9 "AS-BUILT EXP. BY: " DATE DATE [ s1EEr [ CITY OF CARLSBAD ~ 0 PLANNING DEPARTMENT COVER SHEET FOR, SDP 94-03 POINSETTIA SHORES · RECREATION CENTER-LOT 8 CARL8■AD CALIFORNIA APPROVE~": //J II I ',,IJ /t1J'-17 . _,,I • . ..,.. . I • ASSISTA~LANNING DIREO'[OR DAIT DWN BY: ✓ PROJECT NO. DRAWING NO. DATE INIIIAL DATE :NITIAL. CHKD BY: 887-9P on•ER APPROVAL CITY APPROVAL RVWD BY: CT 94-01 C.M.W.D. 94-108 GENERAL NOTES RECLAIMED WATER NOTES 1.ALL WORK SHALL BE DJNE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S "CARLSBAD RECLAMATION RULES & REGULATIONS FOR CONSTRUCTION OF RECLAIMED 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 F AGILITIES 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 ARE STRICTLY PROHIBITED. 5.0N-SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. 6.NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7.ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. * 8. THE IRRIGATION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10: 00 P.M. AND 6: 00 AM. THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME) WITH QUALIFIED SUPERVISION PERSONNEL ON SITE. 9.PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. 10.NON-DESIGNATEO USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECLAIMED WA TEP, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION. IS STRICTLY PROHIBITED. 11.IRRIGATION HEAOS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER-SPRAYING ON SIDEWALKS, STREETS ANO NON-DESIGNED USE AREAS. 12.RECLAIMED WA TEP QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECLAIMED WATER DISTRIBUTION SYSTEMS( SPIKES NOT INTERCHANGEABL-1':- WITH POTABLE WATER QUICK COUPLER SPIKES) PER CARLSBAD MUNIGll'AL WATER DISTRICT'S RULES AND REGULATIONS. 13.METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 14.ALL IRRIGATION PIPE SHALL BE STENCILED WITH THE WARNING, "NON-POTABLE OR RECLAIMED WATER. COLOR-COOED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL. WATER DISTRICT'S RULES ANO REGULATIONS. 15ALL POTABLE WAT(R AND RECLAIMED WATER PIPING SHALL BE INSTALL WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 16. WHEN A POTABLE WA TEP LINE AND RECLAIMED WA TEP 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 POTABLE LINE, FOR A TOTAL OF 20 FEET. 17.A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECLAIMED WATER. 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 COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH PRIOR TO ANY USE OF RECLAIMED WATER. 20.QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: RECLAIMED WATER -QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL HAVE ACME TYPE THREADS AND PURPLE COLORED LOCKING COVERS PERMANENllL Y A TT ACHED TO THE VALVE. QUICK COUPLING VALVES SHALL BE NELSON NO. 7645, HUNTER NO. HV1 OOA-RL-NP OP APPROVED EQUAL 21. THE ANNUAL CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER CARLSBAD MUNIC/1"~ WATER DISTRICT AND/ OR THE SAN DIEGO COUNTY lJEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. * 22.DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS "DO NOT DRINK" ON THESE PLANS. * 2.3.AN ON-SITE USER/ SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/ CROSS-CONNECTION PROTECTION, ANO THE SPECIFIC REQUIREMENTS OF A RECLAIMED WATER SYSTEM COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH SERVICES AND CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT MATT ESKIN @ (714) 598-0100 OR AFTER HOURS CONTACT .MATT ESKIN @ (714) 598-0100 * ITEMS NO'S 8, 19, & 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECLAIMED WATER. ITEM NO. 22 THE SIGNAGE PLAN SHALL BE PART OF THIS I.P. BUT THE ACllUAL SIGNS & PRIOR TO ACTUAL USE OF R.C WATER 24 SHOW ALL PUBLIC & PRIVATE POTABLE IMPROVEMENT PL.ANS. TAGS WILL BE INSTALL JUST WATER MAINS ON PPURTENANCES (SPRINKLER HEADS, 25 ON RECLAIMED WATER SYSTEMS, ALL A VALVE BOXES, ETC.) SHALL BE COLOR- AND SECTION 4049.54 OF THE CAUFOR CODED PURPLE PER AWWA GUIDELINES WARNING RECI...Ali!ED WA Tm DO NOl DRINK A"1S0-AGUA IMPURA NO TOMAR (SIZE) 12" NIA HEAL TH AND SAFETY CODE. BLACK LOGO ~PURPLE BACKGROUND .36" r 1" BLACK LETTERS N. I_~ WARM,~. RECUJMEI) W~ l1'R ) DO NOT DRl"K RECLAIMED WAT\ A~rAWA IMPURA -·· X 36" L1" BLACK LETTERS .060 ABS P LASTIC OR STICK-ON 18" X 18" SIZE VINYL SIGN .016 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS S ALSO .016 ALUMINUM TYPICAL S IGNS ' vi N ,-.: ~ z 2" BLACK LETTERS POINSEITIA SHORES RECREATION CENTER -LOT 6 RECLAIMED WATER SYSTEM (PRIVATE) 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 8-1/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. I.GUIDELINES FOR RECLAIMED WATER USE 1.IRRIGATE BETWEEN THE HOURS OF 10:DD P.M. AND 6:00 A.M ONLY WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. 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 RA TE SHALL NOT EXCEED THE INFILTRATION RA TE 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., EMPLO'r1NG llHE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES llHAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). 3.ADJUST SPRAY HEADS TO ELIMINATE OVER SPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. 4.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. 5.EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECLAIMED WATER. PERSONNEL MUST BE INFORMED THAT R.C. WATER IS MEANT FOR IPR. PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HANO, TOOL WASHING, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION 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. 6.0BTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7.ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WlllH IDENTIFICATION TAGS A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4", PURPLE IN COLOR WITH THE WORDS "WARNING RECLAIMED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND " AVISO -AGUA IMPURA -NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISE OR APPROVED EQUAL. BONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECllL Y OR WITH PLASTIC TIE WRAP OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8.ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER SPRINKLER HEADS. II.EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECLAIMED WATER USED FOR IRRIGATION" IN ENGLISH ANO SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. BENCHMARK: DESCRIPTION: '.,T/,NDARD IJl'.iC ,;, I FTUSI I IN LA:; I CCIRNF R ~~~\ ON NO'lTH ABUTMf ~: 01 c/1ST BRl[Cf LOCATION: APPROX. 5':]() fH I SOUTH Cf '.,CUIH FNl'?v TO CARl_cJIAll '.ii A ff P,IRK 40 111 I I AST OF CENl'RINI 01 NORTH 8CJIJNll CI\RI_SOAD BLVD. , VI, V~ , ON "ONTO STREET BRI :Cf flC A7802 . --Si::; ;i,;_;,t' r,3 r..-:---- RECORD FROM: NORTH COIJNIY VtRIIC,IL 20NTROL DATA i< Ran 0.,/4/ 3oF/&, * 800K, PACI "j'.J Ne). OC 0'/47 ll.•.11: J';; ate'f /-;,: V.~-.,. .,,,.E OF CJll\\lS". ELEVATION: ,)0.~)~>8 DATUM: M.S.L. ,_,r,-1-lOSCAPe IBSHIMA. DFSIGN GROUP !,," '>. T (S/-/ I "'1,pO <-; ,, ,j, f!v" ,, LANDSCAPE ARCHl1ECIURE u ~ ~ -111ln <' LAND PIANNING ,-,,,, .s:..... 9'lll'! IR.ISINellPARK. AVE, 8Um! C +. Signature * SAN DIEOO, CA 9'2131 Ren Dote 6./30197 , 11!lJ!PHONE (619) lll'J-fl8'J4 .J' Dato 03/31/97,{ FAX' (619) (i!l'l-1112 1-'1 ~\ ff~ CA\.11' PROJECT NO. 94-0D7-1.10 DATE• 01-02-97 STREET CITY OF □CEANSrDE 78 CITY OF VISTA CITY OF rNC!NlTAS VICINITY MAPS DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE llHAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT. THAT I HAVE EXERCISED RESPONSIBLIE CHARGE OVIER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF llHE BUSINESS AND PROFESSIONS CODE, AND llHAT THE DESIGN IS CONSISTENT WlllH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO DEPARThtENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES 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 CONDITIONS OF APPROVAL RELATED TO LANDSCAPING BY: RONALD S. TESHIMA PREPARER DATE: 01 ,'.'03,'.'97 PHONE NO'S 619/ 693-8824 REGISTRATION NO'S CA UC. LANDSCAPE ARCHITECT #1456 EXPIRATION DATE: CARLSBAD MUNICIPAL IJATER DISTRICT ~f~ (i,-2-97 w'ILLIAM E. PLUMMER, DATE DISTRICT ENGINEER R.C.E. 28176 SAN DIEGO COUNTY DEPT, OF ENVIRONMENTAL HEALTH -r,·--(----G -k: ~() _;\ DATE INITIAt. ·'\--£-11 -q,7 ENGINEER OF WORK APPRDVEb BY. DATE Q6L30L9Z R[Vl'.ilON LOT 1 DESCl?lf-' I ION LEGEND WATER METER I P.IJ.C RECLAIMED \.IA TER METER/ P.O.C. N BACkFLO\.I PREVENTER BALL VAL VE 0 GATE VAL VE ---POTABLE WATER IRR. MAIN LINE ----RECLAIMED WATER IRR. MAIN LINE -"'-POTABLE WATER MAIN LINE @>-~ SE\./ER LINE/ P.0.C. -RV-RECLAIMED WATER MAIN LINE ■ 'DO NOT DRINK' SIGNS II 1111111 AREAS OF POTABLE WATER USE IZZZl AREAS OF RECLAIMED WATER USE SHEET INDEX COVER SHEET L -1 RECLAIMED 1./ATER TITLE SHEET L-2 IRRIGATION PLAN L-3 REE PLANTING PLAN L -4 SHRUB & GR □UNDC□VER PLANTING PLAN L-5 IRRIGATION DETAILS L -6 LANDSCAPE DETAILS L-7 IRRIGA TI □N SPECIFICA TI□NS L-B \ PLANTING SPECIFICATI □NS L -9 PLANTING SPECIFICATIONS INSPECTION PROCEDURES 1CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A.LOCA 170N OF PIPE LINES. B. TRENCH DEPTH. C.REQUIRED SEPARATION (HORIZONTALLY AND VER Tl CALLY). D.PIPE IDENTIFICATION. (P.O.C.'S) POINTS OF CONNECTIONS. E.LOCA TION AND IDENTIFICATION OF SPRINKLER HEADS. F.WARNING SIGNS OF THE SITE AND ON THE TRUCKS HAULING RECLAIMED WATER IS BEING USED FOR CONSTRUCTION). L -10 AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND llHE DISTRICT, AND BE FORWARDED TO THE COUNTY HEALTH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. 2.DISTRICT FINAL INSPECTION SHALL INCLUDE: A.COVIERAGE 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.WARNING SIGNS AND LABELS. C QUICK COUPLING VALVES. D.ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF AND PONDING. E.REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F.REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC G.CROSS-CONNECTION. 3.ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PART A, PART B AND PART G OF THE DISTRICTS FINAL INSPECTION. NOTE: PRIVATE LOTS SHALL BE PROTECTED FROM CONTACT FROM RECLAIMED WATER, WHETHER BY WIND-BLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OllHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICllL Y PROHIBITED. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASSIST ANT PLANNING DIRECTOR & DISTRICT ENGINEER, PRI□R TD IMPLEMENTATION IN FIELD. " APPROVED FDR PLANTING "AS-BUILT AND IRRIGATION □NL Y. INCLUDING PRECISE P.E. EXP. DATE LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR DATE I c;121T I CITY OF CARLSBAD 'd II I I', 10 l'I ~.NNINC; [:l.l'Af-;ll~I 1,1 CMw'D TITLE SHEET FDR, POINSETTIA SHORES RECREATION CENTER-LOT 8 CARLSBAD CALIFORNIA /6-s-~;rj APPROVED'½_ • L_ /, (/4,J • ,7 / ,'/. ., ASSISTANT 'f'lANNING OIRECT):)R DAT OWN BY: PROJECT NO. DRAWING . NG] DATE INmAL DATE INITIAL CHKD BY: CT 94-01 337-9P OTH~R APPROVAL CITY APPROVAL RVWD BY; ,.,, ...... _ --· C:\JOBS\921016\DUT\ TESHIMA\ TESHl 12-10-96 2:34:42 0111 PST C.M.W.O. 94-603 B-7 (POT AeL.e CONNE:CTION) ~INT OF CONNECTION VERIFY EXACT LOCATION WITH OL!.NER WATER METER 6Y CIVIL ENGINEER 5TATIC WATER FRE&5URE.....m2...P.5.I. I 1/2 'REDUCED FRSeeuRE 6ACl<J=LOW PREVENTER WI PRESSURE RE6ULATOR AND WI 'UJYI::' &TRAINER &ET AT eq; F£i.1. AVAILAElLE STATIC F'RE&&URE 121Zl F£i.1. ll'i!RIG.. &Y&TEM DE&l<:ilNSD JE> 3 GFM AT ,3(2) F£i.l. '> + Q \ \ \ RO.W .. 15 -1 ·--..._ I ,s • ~ ~~ ~ -;,,_ '?,. '>. \ .... · .. \ \ •.\. \ \ \ 0 \--i; ·•·~~~-·•r-:. ;g,c_~,ct 8 FOOL l' 20.6 15~ -f !:1 ~~ ;;-f ~i· 1 ·f-. TENN!& COURT lJf .. •·• >CONCRETE FAD5 5EE &ITE FURNl&../INc;;i' .. I L kt ... *~~ I ~~~~~• ~•», I& cj MO CURB (TYF) &E PET AIL H &HT. 7 TEMPORARY 61DEUJALK SEE 61TE FU!-i!Nl6HINc;;i'6 L!=GEND. 6HT. L-4 IRRIG:A ilON NOTE5: t LEGEND. &--IT. L-4 12.~5 L_!__!:::-~5_l__ __ ___.~ l' 24.5 I. THE li.Rl6ATION FLAN 16 DRAUN DIA6RAMMATICALL Y. LOCATE ALL FIFING ANO EQUIPMENT IN PANTING, AREA& UJHERE P06616LE. DO NOT LOCATE FRS&SURE PIPE IN ROilL MAINLINE DRAUN PARALLEL TO CUR66 61-!ALL 13E INSTALLED BEHIND CUl'<El ACCORDING TO NOl"MAL INSTALLATION STANDARD&. 2. ALL LATERAL ENO RUNS 61-!ALL 6E 3/4 INCH DIA. e1ze UNLEe!!> ei-+oll.N OT.-E:"'1Ul6E. 3. ALL REMOTE CONTROL VALVE& &HALL 6E INSTALLED IN VALVE eoxee, ONE VALVE FER BOX. LOCATE ALL REMOTE CONTROL AND QUICK COUPLING VALVES ADJACENT TO WALKS OR CUREl6. MANIFOLD RCV'& tJ.11.jERE POe616LE. 4. FOR PIPE SLEEVING, &EE IRRIGATION LE6END THI& 61-!EET. e,_ ADJU&T ALL &PRAY HEADe TO ELIMINATE THROW ONTO UJALLe, WALKS, WINDOUJe, ETC. INSTALL ADJU8TAElLE ARC &PRAY HEADS UJHERE NECESSARY TO Ae&uRE ACCURATE THROW. E>. FACTORY INSTALLED CHECK VALVE& ARE &FECIFIED. THERE SHALL BE NO LOW-HEAD DRAINA.CiE. 1. INSTALL LAUN 6FRAY !-IEAD& ON 4 INCH POP-UF Rl&ER&. INSTALL ALL 6HRU6 HEADS WITHIN lrZ> FEET OF PEDESTRIAN OR VEHICLE U&E& ON E, INCH FOF-UP RleER5. ALL FIFE MU&T BE BELOW 6RADE EXCEPT FOR Rl5ER e. INSTALL (I) W.C.5. 'RAIN-6UARD' RAIN 6.-UT-OFF DEVICE PER CONTROLLER FER MANUFACTURER'& RECOMMENDATION&. INSTALL (IJ RAINBIRD 'INTELLl&EN&E lrZ>rZ> TM. MOISruRE &ENSOR (OR AFPROVED EQUAL) PER LAUN VALVE PER MANUFACruRER'& RECOMMENDATION&. 'al. IT 15 THE CITY INTENT THAT T.-E FUTURE &OURCE OF WATER FOR IRRl6ATION WILL BE RECLAIMED WATER ALL EQUIPMENT &HALL BE COMFATIElLE WITH RECLAIMED WATER. ALL UX,~ UJITl-l RECLAIMED WATER &HALL COMPLY WITH CARLSBAD RECLAMATION RULE& AND REC:oULATION& FOR CONSTRUCTION OF RECLAIMED WATER MAINS (JUNE ISSU, A& WELL A& THE CITY OF CARL&ElAD LAND&CAPE MANUAL. PARTICULAR CARE 5HALL BE TAKEN TO A&eURE THAT ALL EQUIFMENT IN THE RECLAIMED WATER 5Y5TEM &HALL BE WELL MARKED WITH ALL Tl-lE WARNING, DEVICE& REQUIRED BY THE CITY. 'ALERT LINE' OR PACIFIC CAL PIPE Sl-lALL BE INSTALLED. 10. IF ANY EXISTING. HARD6CAPE OR LANDSCAPE INDICATED ON THE AFPROVED PLAN£, 15 DAMA6ED OR REMOVED DURING, DEMOLITION OR CONSTRUCTION, IT 61-!ALL BE REPAIRED AND/OR REPLACED IN KIND AND EQUIVALENT &IZE FER THE AFPROVED FLAN&. 11. ALL UX,RK &HALL COMFL Y WITH THE CITY OF CARLOOAD 'LAND&cAPE MANUAL', ADOPTED BY THE CITY COJNCIL, NOV 13. 1Sse> AND ALL OTHER APPLICABLE STANDARDS A& OF THE APPROVED DATE OF THESE PLANS. 12. VALVE CALL OUT, CONTROLL.EEfioRf.---.....;.~ CONTROLLER STATION V 'LVE a1z ______ r+2_~-NUMBER ,.. ., ·c VALVE Dl&CHARuE "' B-1 ---.. ...._ .. IS IS A-2 1' 4.07 3' MAINLINE f!>L..EE BAel<.ETeALL COURT DRAIN FIFE-eEE CIVIL FLAN TENNIS COURT RO.W. TESHIMA DESIGN GROUP LANIJICAPE ARCHllECIURE LAND l'u.:NNINO 9!I03 BtJSINl!SSPARIC AV£. sum! C SAN DIEOO, CA. 92131. 1'ELBP.HONE' (619) Cl)'l 81124 FAX• (619) <63-1182 ffiOJECT NO. '34-rZ>rZ>1-l.lrZ> DATE, rZ>1-rZ>2-':11 ;? / / / / / \ \ .. \ .. \ '-.. \ \ ' \ \ \ \ \ \ SYl"EOL V-4 Vl 12Q~ l!;C:, ~ &Q 'v' SQ 'v' IOQ 'v' l;;!Q °'v7 l;IQ ~ &Q 'v' ea~ 1"CI 12Q (7) l!;Q i&J w I 12'"' I&'"' '"' e, "' 01" 12 ,,- 1:; ~ ""' e "' 10@ 12@ 1,@ ~ --- F DE5Cl.!:IPl10I 12• • LAII.N POP-UP 1~• • LAII.N POP-UP 51-!RUe F'OP-UF' SHRU6 POP-UP 51-1'"118 POP-UP 5I-IRU8 POP-UP 5I-IRU8 POF-UP SPRAY 1-EAD Ol RISER 5F'RA Y 1-EAD Ol Rl5ER IOI' @ &FAA Y 1-EAD Ol RI5ER 12• ti) &FAA Y HEAD Ol RISER l&F \l') &FAA y HEAD Ol RISER :"I END 5TRIP El 5IDE STRIP (6) 5IDE STRIP ON RISER 0 n.EE 6U66LER MANF~ WATER METER WATER METER RIP 6ACK!=LOW FREvfNTOR FRE55URE REOOLATOR AUTOMATIC CONTROLLER RAIN 51-iUT Off DEVICE MASTER vALvE REMOTE CCNTROL v AL vE a.llCK CCUR..ER vALvE (POTABLE! a.llCK CCUR..ER vALvE /RECLAIMED> BALL vALvE VALvE 60X CCNTROL WIRE-I4 <sAU:.E MAlt.F~ TOROtS10Z-4P-cet1·I2 W1MPR T ORO!S l 0Z-4P-COM-I!; W/MPR TORO! 510Z-6F'-C0'1-5 WI MFR TORO/ :il0Z-6P-C0'1-8 WI MFR TORO! :i10Z -6F-ca1-I0WIMPR TORO/ &70Z-6P-ca1-I2 WI MFR TORO/ &1€lZ-6P-ca1·I& LUIMPR TORO! &105-CCM-& WIMPR TORO/ !'7105-CCM-8 WI MFR TORO/ b105-CCM-I0WIMPR TORO/ 57€lS-COM-I2 W/ MFR TORO/ !;, 105-COM-I!; UJ/MPR TORO/ !:>1€lZ 4 E5T TORO/ f,1@Z 4-00T TORO/ &10Z 4-00T RAINBIRD PA-55C 1402 la.I EXI5TIN6 !POTABLE! EXISTINu (RECLAIMED! FEBCO S2S-Y Ll!tSOO Y& FRE5. F!ED. WILKINS/ &00 SERIES RAIN!3IRD "ISC 13+ 12 STATION llt5 I 'RAIN GUARD' tR(, GRISWOLD 2000 oERIE& RAIN6IRD / FE.6. -FRS-B oERIES RAIN6IRD 44LRC NELSON "1645 LU A<EY5 /FURFLE CAF J KINu BROG:. LO-TORQUE CAR&CN OR EQUAL UJ/ FURFLE LID DIRECT 6.IRIAL /COLOR CODED! CLA55 31& RAD F5l 10-12' 3~ 13-1!',' 3~ 3-&' 30 6-8' 30 '3·1€1' 3€) 10-12' 30 13-1!',' 30 3-&' 30 b-8' 3~ '3-1€1' 3€) 10-12' 3€) 13-1&' 3€) 4 x IS' 3€) 4X 30' 30 4 X 30' 30 FLOOD 3€1 FiiEl1AAG F' 2.1'.!I 31,€) €1.38 1.00 1.4'.!I 2.1'.!I 3.blZI 1.00 1.4'.!I 2.1'.!I 3.bel €).4!;, €).4!;, €1.4!', €)5€) v.z l.€l'.!I l.b!:> €).IP., €)5€) IZl.7I I~ l.b!:> IZl-"'.!I IZIM> IZl.1I I~ lh!:> €),5 eie., IZl.l'.!1 IZl24 IZl.40 0.!',0 0.e!:> 0.1'.!I 024 0.40 @b@ @$ BY OTl-!ERS, SEE CIVIL EN6INEERIN6 FLANS BY OT!-IERS, oEE CIVIL EN6INEERIN6 FLAN& I 1!2 INCi-i BACKFLOUJ DEVICE INLINE SIZE SEE FLAN -INSIDE WALL Ma.JNTED IN5TALL (IJ PER CCNTR 4 PER MANlf'. RECOMM INLINE SIZE SIZE AS 51-!0UN I INCi-i SIZE-POTABLE, ACME T!-IREAD I INCi-i SIZE-NON-POTABLE, ACME T14READ INLINE SIZEvi SEE 5PEC5. 5EE SPEC. DETAIL J/&I-IT-6 J/&I-IT-6 J/&I-IT-b J/&I-IT-lb J/51-lT-lb J/51-lT-lb J/51-lT-b K/5HT-b K/5HT-lb K/5HT-lb K/51-IT-lb K/51-lT •lb J/&l-lT-lb J/5!-lT-b K/51-jT-b I/51-lT-1 DETAIL D/5!-lT-lb Dl&I-IT-lb F/5!-IT-lb C/51-!T-6 Gi!SI-IT-b I/Sf.IT -lb 1/51-lT -lb E/5!-IT-lb TO 6E INSTALLED IN SLEEvE5 LINDER ANY 14ARD5CAPE ,,/,... &T,EEL TUBE FOOL FENC MAINLINE (PVC PIPE! (FOTA6LEJ LATEAAL LINE (PVC PIPE/ (POTABLE! MAINLINE (PVC PIFE) (PlJRFI.E) LATEAAL LINE (PVC FIF!:J CF'URPLE> SLEEvE (PVC PIPE! CLA55 200 PVC I IN.-nn IN. • 5C!-I 4el± 2 IN.-2I!2 IN.•CLASS 3I!',(I81N. MIN. COVER) SEE 5FEC5. /12 IN. MIN. COVER/ /.SE:E SITE FURNl5HIN":i,'fr,..- .. LEGEND. &I-ff. L-4 · -------;:;,--·' ___ , .... _.,,,.,, . -·-··"'" ,. ·--- / ·-----RECLAIMED WATER LINE CLASS 31& RECLAIMED WATER LINE CLASS 2€1€1 PVC &cl-l.80 PVC SLEEve1:iJ vE!-IICLE PAVll'-IG SCI-I. 40 PVC SLEEYE1:i) ELSEUJ!-IERE I IN.• lln IN.• SCI-I 4e>± 2 IN.-2I!2 IN.•CLAS& 3I&(18IN. MIN. COI/ERJ SEE SFECS. (12 IN. MIN. COI/ERJ 2 X DIA. Cf FIFE TO BE SLEEvED WI 36 INCl4 COYER FOR MAINE>, LATERAL€>, 4 WIRING .-w-DOMESTIC WATER LINE F!ECLAIMED WATER LINE l~l<sATIOl ~TROL COlDUIT PVC &cl-!. 4eJ LINDER PED.PAVIN:'.:s WI 18 INCi-i COVER FOR MAINS 4 WIRING LINDER FED.PAVING W/ 12 INCi-i COYER FOR LATERAL& North NOTE, \ \ I . \ \ -, ~r~ \,' I . \ NOTE, · \ FOR\IRRIGATION DETAIL& 6EE 6HEET b 4 7. CONTRACTOR SHALL PROTECT EXISTING IRRIGATION SYSTEM. eEE POINSETTIA &HORE& LAND&CAF'!! F"LAN& l'o,;t AVENIDA ENCINAS, PONTO DRIVE, CARL6eAD ElLVD • DE61LTATION 6AelN. PROJECT NO. CT 'M-rZ>I. DRAWINC:o NO. 331-':IL. SCALE: 1" = 20' -0" BENCHMARK: DESCRIPTION: STANDARD DISC SET FLUSH IN EAST CORNER ON NORTH ABUTMENT OF EAST BRIDGE LOCATION: APPROX. 300 FEET SOUTH OF SOUTH ENTRY TO CARLSBAD STATE PARK 40 FEET EAST OF CENTERLINE OF NORTH BOUND CARLSBAD BLVD. ON PONTO STREET BRIDGE NO. A7882 RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA BOOK, PAGE 135 NO, OC 014 7 DATE: ELEVATION: 50558 DATUM: M SL DATE l"!ITIAL ENGINEER OF WORK NOTE, .. I , CONTRACTO~ 5t-lALL IN&TALL FURFLE CAFS ON FOP-UP SPRAY t-lEAD5 IN AREA5 TO U5E RECLAIMED UJATER · (RECLAIMED CONNECTION> 1112' f'OINT OF CONNECTION · VERIFY EXACT L=ATION WITH Ol,I.NER WATER METE:R ElY .. · CIVIL ENGINEER STATIC WATER PRE66URE 12(2) F .5.1. 1 10 'F£DUCED FREMURE ElACKFLOUJ PREVENTER WI FRE56URE REOOLATOR AND WI 'UJYE' &TRAINER eET AT 812) P.5.1. AVAILABLE STATIC PREeeLIRE )21Zl PA.I, 1~16. SYSTEM DE&la.NED___lll_GPM AT l'le? P.5.1. APPROVED FOR AND IRRIGATION POIN&ETTIA 6HOl'cE& 1-!ECREATION CENTER -LOT 6 IRRIGATION CALCULATION& RCV 'El-3 -21.1 C:o.PM. STATIC WATER FREe&uRE • 812) P.5.1. H.GL. • 318 DE516N F'RE&&URE LATERAL LINE MAIN LINE 210 L.F. RCV I-Ir.I' BACKFLOW PREVENTER 1-1/2' PREMURE REGULATOR 1-112' WATER METER TOT AL PRE&&URE REQUIRED NOTE, [Qj DRAINS BY OTHERS (TYF.J IIIIl 0 '¾Z>.rZ> P£i.l. .;l.10 P .6.1. 3.brZ> p .5.1. 4.rZ>ie> P.5.1. 13.rZ> P £,J_ f>IZX!) P.5.1. 6 JDrZ> F .5.1. ,e,,e,.3,z:i F .&.I. "AS-BUILT ,, PLANTING ONLY. INCLUDING PRECISE P.E. EXP. DATE LOCATION OF PLANTING REl/lfW[D BY: AREAS. INSPEc-oR DATE J s3ET I CITY OF CARLSBAD ~ PLANNING DEPARTMENT 0 . ; IRRIGATION PLAN FOR• i POINSETTIA SHORES : --RECREATION CENTER-LOT 6 CARLSBAD CALIFORNIA . APPROVED @it.fl l~~-7J ASSISTANT -PLANNING DIRECTOR DATE DWN BY: PROJECT NO. ! I DRAWING NO. DATE INITIAL DATE ; INITl.ll.L CHKD BY: !! 337-IP CT 14-01 REVISION DESCRIPTION OTHER APPROVAL C:TY APPROVAL RVWD BY• ' " C.M.W.D. 14-&0S \ \ \ ' I \ \ \ \ \ \~I&' EA&EHeNT \ STEEL TUBE POOL FENCE SEE SITE FURNIS>HING'S LEGEND. Ti:4I5 Sl:4EET. TENNIS • 6A5KET6ALL COURT L IC:il4TING &EE 5ITE FURNl5HING'5 LEGEND. THI& 5HEET. TENNIS COURTi=ENC~;{ 5EE SITE FUF!NISl-41NG!'S LEGEND. Tf-11$ 5HEET. . . 2 CONCRETE PAD·-'-_.-_--,,., SEE 51TE FUFi!Nl51-41NGi' LEGEND. THI& 61-lEE MO CURB (TYP.> 5E PET AIL H &HT. 1 RO.I.LI. / 2 PICNIC T A6LE$(TYP. &EE 51TE FURNISHING'& LEGEND. THI& SHEET. TENNI& COURT TEMPORARY 51DEWAL~----'~:-:c- 5EE SITE FURNI51-41NC:!'5 LEGEND. THI& 5HEET. NOTE, \w: .\ 1111t, ; 'I\ POOL ©ii~..__-~ TRA5H RECEPTACLE <TYP.) LEC:sENP &EE 51TE FURNl51-llNG' Ti-ll5 5HEET EIA5KETBALL COURT lJlllh, :, BENCHES (TYP.) 1)i &EE &ITE FURNl5HING'5 LEGE_ DRAIN PIPE-SEE CIVIL PLAN 111111, TENNI& COJRT THI& 5HEET ~ [Q] PRAIN5 &EE CIVIL PLAN& (TYP.) []]l] 0 SITE FURNISHING'S LEGEND 6ENCHE5 HIGH QUALITY MET AL BENCHE5 WITH NON-CORR05IVE FINISH &JCH AS MODEL "';l.:l BY DU MOR INC. TRA5l-l RECEPT ACLE5 HEAVY DUTY. NON-CQAAO&IVE METAL &UCI-I AS MODEL "el4 EIY DU MOR INC. OR EQUAL. 61KE RACKS NON-CORROSIVE METAL 5UCI-I AS 'LOOP BIKE RACK' MODEL ~.:l BY DU MOR INC. OR EQUAi.... VOLLEY6ALL NET I POLES, AND SLEEVES TO EIE MODEL "1""21 EIY THE BURKE CO. COMBINATION OR EQUAL. 6AR6ECUE EIARE>ECUE DROP IN UNIT 'REGAL I' EIY !=IRE MAGIC WITH SIX(&) EIURNERS. PEf"IHANeNT CMU 15LOCK 15AI'< WITH STUCCO i=INISI-I AND TILi= COUNTel'< TOP. PICNIC TA6LE "T5&-eFCO) BY &AN DIEC.O PRECAST CONCRETE (&le) 44e-&8lo©. MISC. &EE ARCI-IITECTURAL PLAN& i=OR DRINKING i=OUNT AIN. ALL POOL FURNITURE TABLES, CI-IAll'<S, UM15RELLA5, AND CHASE LOUNGE& TO BE &ELECTED EIY OIJ.NEl'<SHIP. ALL I-IARDSCAFE (INCLUDINC. SPECIAL PAVING , STEEL TU6E FOOL i=EaNCE) BY CIVIL ENGINEER -O'DA Y CON5UL T ANTS ALL ARCI-IITECTURAL I55UES /DF,,INKIN6 FOUNTAIN, BUILDING, OVE~I-IEADS, ETC.> !9Y !9ENNETT LO~ ARCHITECTURE 485-6900 ALL ELECTRICAL EIY STILL TO BE DETERMINED TENNIS COU!'<T5 / 6A5KETBALL COURT 6Y STILL TO BE DETERMINED POOL I SPA , EQUIPMENT B'l'. STILL TO BE DETERMINED TE.SHIMA DESIGN GROUP lANil'IC.APE ARCHITECIURE L\ND PLANNINO 9903 BUSINB!ISPARK AVI!., SIJlI1! C SAN DIBOO, CA 9'll3I Tl!LBPHO.NB' ((il9) ti'J.HIIU FAX• (619) (6)-ll8'.l PROJECT NO. 94-i©i©1-1.10 DATE, i©l-i©2•97 \ \ \ \ \ \ PARKING(LOT 11 PARKING, er AL 00 @ * ~ (+\ -._./ North 20' '••--20~· ----"' SCALE: 1" = 20 BENCHMARK: DESCRIPTION: STANDARD DISC SE, FLUSH IN EAST CORNER ON NORTH ABUTMENT OF EAST BRIDGE LOCATION: APPRJX. 300 FEET SCUTH OF SOUTH ENTRY TO C~RLSBAD STATE PARK 40 FEcT EAST OF CENTERLINE OF NORTH SOUND CARLSBAD BLVD ON PONTO STREET BRIDGE NO, A7882 RECORD FROM: NCRTH COUNTY VERTICAL CONTROL DATA BOOK. "AGE '35 NO. DC 0147 DATE ELEVATION: 50.558 DATUM: M.S.L ' -0" DATE INITIAL E:NCINE'rn OF WORK PLANT LEGEND OOT ANICAL NAME cot11a-.! NAHE f,IZE QJANTITY ~ TREE/ PALM METROSIDERO& EXCEL5U5 NEW ZEALAND Ci-lRl5TMA5 TREE 36' BOX ~ l(Z)-I2' 1-lT. x :,-6' 5PP. AJ.a9UTU& l.NED0 5 TRAUJ6ERR'r TREE 24' BOX 16 S-11' l-4T. x 3-4' &PP. 5m!:LITZIA NICOLAI GIANT BIRD Of PARADISE 24' BOX 10 :1-6' HT. SY AC,F;:!JS RCtlANZOFFIANUM QUEEN PALM 12' B.T. !i 12-14' HT. WA51-1111t'!TONIA R06ll5TA MEXICAN FAN PALM 12' B.T. I~ 12'-14' 1-lT. PODOCARPU5 GRACILIOR FEF<N PINE NOTE, FOR PLANTING DETAIL& 5EE 5+-IEET 7 PLANTING NOTl:5: 4 EXIST!llt'i TREES TO Fo!EMAIN I. CONTRACTO!s! 51-!ALL HAVE A SOILS TE5T TO CONFIRM Ii= LE,ICI-IING, 15 NEEDED (RE!"ER TO 5PEC. FOR LEACI-IIN6 REQUl~TS) IF LeACHING Ie NEEDED, Tl-IE CONTRACTOR 51-!ALL HAVE A SOIL &AMPLE ANAL Y5I5 COMPLETED 61'" A LICENSED Ac.~OMIC LAeoRATORY Ai=TER LEACHING OF SALT5 AND PRIOR TO ANY IN5TALLATION OF PLANT MATERIAL. CITY IN5PECTOR 51-!ALL AFFROV!: 60TH SOIL teer MENCY 4 SOIL TEeT RECOMMENOATIONe. ALL FLANT!:RS 51-!ALL BE AMENDl=D FER SOIL TE5T , 6ACKFILL 61-lALL BE FER SOIL Tl:&T. 2. ALL PLANT MATERIAL 51-!ALL 6E AFFROVl=D AT Tl-IE PROJECT &ITE 13Y THE LAND5CAFE ARCHITECT PRIOR TO ANY PLANTING. ALL PLANT MATERIAL REJECTED eY Tl-IE OWNER OR LAND5CAFI= Al'<CI-IIT!:CT 51-!ALL 6E REMOVED !=ROM Tl-IE PROJECT &ITE AT NO ADDITIONAL =er. · :f e>JBMIT FI-IOTO::.RAFI-IS OF TYPICAL TREE i=OR EACl-1 VARIETY AND SIZE, TO BE ·. PROVIDED UNDER Tl-II& CONTRACT FOR AF'FROVAL BY THE LANDSCAFE ARCHITECT PRIOR TO Dl=LIVERY TO THE PROJECT SITE 4. ALL .PLACEMENT OF PLANT MATEl'<IAL 51-!ALL 6E APPROVED BY Tl-IE LAND5CAFE ,¢.RCI-IITECT PF,,IOR TO PLANTINl!MI5 51-iALL BE DONE ONLY AT THE SITE. &. All PLANT SIZES AF-£ MINIMUMS. SIZES ARE TYPICAL i=OR EACH PLANT 5F!=CIES. ALL PLANTS ARE TO BE FREE OF DISEASE AND &GARS, AND ARE HAVE GOOD COLOR, i=ULL /)'IEAD6·AND GOOD CALIPER<!& GALLON -3/4' MINIMUM, 24' 60X -I l/4' 'MINIMUM . .:lb' BOX -2' MINIMUM. i&. AL),. 61-!RUB c C.ROUNDCOVER AREAS SHALL 6E TOP DRESSED WITI-I A .:l' MIN. LAYER .. OF APP!,?OVED O~ANIC LAND&cAPE MULSllleMIT SAMPLE TO CITY INSPECTOR FOR A~VAL PRIOR TO DELIVERY TO 5ITE. 1. PRIOR TO PLANTING, IRRIGATION SYSTEM 51-!ALL EIE FULLY OF!=RATICNAL AND ALL PLANTING AREAS 51-!ALI... 6E i=ULL Y WATERED IMMEDIATEI... Y Ai=TER PLANTING. 8. PRIOR TO FL ANTING, ALL PLANTING AREAS SHALL BE !=REE OF I.LEEDS, ROCKS AND DEBl'tlS. RAKE AND FINI= c..RADI= ALL PLANTING AREAS PRIOR TO PLANTING. /e; UPON COMPLETION OF PLANTING OPERATION& AND 6EFORE ANY SIT!: oe&ERVATION5, REMOVE ALL EXTRANEOUS MATE~IAL AND DEEl~IS, AND 6ROOM AND WA51-1 THE AREA CLEAN. Ii©. CONT~TOl'I! SHALL PROTECT IN !"'LACE ALL !=XIS.TING PLANT MATERIAL UNLEee OTI-IEl'<WISE NOTED. ANY EXISTINC. PLANT MATERIAL OR IRRIGATION 5Y5TEMS DAMAGED AS FART OF OR DUE TO CON5TRUCTION 514ALL BE REPAIRED OR l'l!EPLACED TO THE f>ATli=ACTION OF Tl-IE OLINeR& REF'RE5ENTATIYE. APPROVED FDR PLANTING "AS-BlJILT AND IRRIGATION □NL Y. INCLUDING PRECISE P.E. EXP. LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR " ' I 54ET I CITY OF CARLSBAD : . PLANNING DEPARTMENT TREE PLANTING PLAN F □R, POINSETTIA SHORES DATE DATE LffiJ 0 RECREATION CENTER-LOT 8 ' CARLSBAD CALIFORNIA . APPROVED £ ::It.! /tJ ~3-'l..Z • ASSISTANT PtllN~ING DIRECTOR D.i\TE DWN BY: PROJ~CT NO. DRAWING NO. DATE INlilAL DATE INITIAL CHKD BY: REV'SION DESCRIPTION OTHER APPROVAL CTY APPR'.JV/1..L RVWD BY: CT 84-01 337-IP C.M.W.D. 14-103 i . I. I, TENNIS COURT FENCE/ SEE SITE FURNIS..!ING'S LEGEND. S..!T. L-4 RO.IJJ, MO URB (TYF) SE DETAIL H SHT. l ---------------------------------------·---··---·----------------------------------------------------------------·----------, \ --------15' EA5EMENT STEEL TUBE FOOi,. FENCE•~"'"""' SEE SITE FURNI61-4ING'S LEC;;END. SHT. L-4 TENNI5 COURT \ ~ 8 FOOL 6LDu. FF. &&fl) WOOD TRELLIS SEE SITE FURNl&HING'S LEGEND. SHT. L-4 ......... '\ ---\ DRAIN F1F'E-SEE CIVIL FLAN TEMPORARY SIDEWALK __ __....._,,,c- SEE SITE FURNISHING'S LEGEND 51-ff. L-4 NOTE, [Q] DRAINS &EE CIVIL FLANS (TYF) llID 0 TENNl5 COURT RO . ... SCALE: I" = 20' -0" TFSHIMA DFSIGN GROUP LANmCAPE ARCHl111C1URE lAND Pl.ANNINO 9!1113 BUSINPBSPARK. AVR, SUlIB C SAN DJEGO, CA. 92131 'IElJ!l'HONE (619) 9»CM . FAX' ~ 9&-DIIZ ~JECT NO. ',l-4-1:1)1:1)1-I.IIZ' DATE: IZ'I-IZ'2-'31 \ \ . \ \ \ \ \ \ PAF<KINa, LOT ·\·· .. c· . ,, ~::'\. ' 11 FARK.l!',6 5T ALL& ... -··· __ ,,.::... .... ·, \. \·._ \ ·-__ Nore, \ \ \ \ \ \ \ I PLANT LEGEND 60T ANICAL NAME COMMON NAME 51-1~ 0 ESCALLONIA 'FRADESII' N.CN. ® Fl-!ILODENDRON 5ELLOll1 N.CN. ® @) Fl-!Of,i:MIUM TENAX NEW ZEALAND FLAX PITTOSFOFitM TOOIRA 'VARIE6ATA' N.CN. 0 RI-IAPl-!IOLEFl-!I5 I. 'SALLER/NA' N.CN. CC:> OOLANDRA MAXIMA CUP-Cf-GOLD VINE 0 A6AFANTl-!US AFRICANUS LILY -OF-Tl-lE-NILE (fl l-!EMEROCALLI5 1-lYElRID DAYLILY GROUNDCOVER Cl___ LIMONIUM FEREZII ~ CARI55A MACROCARFA 'TUTTLE' SEA LAVENDER LIRIOFE MUSCARI TRACl-!ELO&FEF<Ml.N JASMINOIDES 'NANA Ga1PACTA TUTTLE' 616 ElLUE LILY TUJ.f STAR JANINE jjjjjjjijijj ~UAL COLOR TUJ,:f -1-, -.. -. I DWAFif MARATI-ION SOP ..,.:... ..... NOTE: FOR PLANTING NOTES SEE S..!EET 4 FOR FL ANTING DETAILS SEE Sl-lEET 7 51-!Rl.1135: 5£1%-& GAL. 5£1%-1 GAL. I GAL. • 392 -&3% S GAL. = 347 -41% 139 TOT AL &HRUBS nlf.;FAREA 5IZE & GAL/ 3' OC. & GAL/ 3' OC. & GAL. & 6AL/ 2' OC. & GAL/ 3' OC. & GAL. I 6AL/ 12' OC. I GAL/ 12' OC. I 6ALJ 12' OC. I 6ALJ 18' OC. I 6ALJ 18' OC. FLATS/ 12' OC. 4' FOT5/ 12' O.C. TOT AL LANDSCAPING AREA, TOT A.L TURF AREA, ~ al= TOT AL TURF AREA: 21,E,3& SQ. FT. 432E:>.& SQ. FT. IS% QUANTITY 133 23 31 &I &8 2& 133 I&& 104 81;MA1'K5 (HA TURE 1-lT.) &'-E:>' HT. E:>'-8' HT. 8'-10' 1-H. 3'-4' HT. 2' HT. 312)'-4(2)' 2'-3' HT. 2'-3' HT. CONTRACTOR &!-!ALL REMOVE EXl&TING, GIAZANIA AND REPLACE W/ DELoeFERMA 'ALEIA' GROLINDCOYER eEE F'OINeETTIA ~e LAND5CAPE FLANS l"o,;;t AYENIDAENCINA5, PONTO DRIYE, CARLeeAD BLVD + DESIL TATION 6AelN Fl-1CJECT NO. CT ~-IZ'I. DRAWING, NO. 331-'&.. BENCHMARK: DESCRIPTION: STANDARD DISC SET FLUSH IN EAST CORNER ON NORTH ABUTMENT OF EAST BRIDGE LOCATION: APPROX, 300 FEET SOUTH OF SOUTH ENTRY TO CARLSBAD STATE PARK 40 FEET EAST OF CENTERLINE OF NORTH BOUND CARLSBAD BLVD. ON PONTO STREET BRIDGE NO, A7882 RECORD FROM: NORTH COUNTY VERTICAL CONTRO_ CATA BOOK, PAGE 135 NO. OC 0147 DATE ELEVATION: 50.558 DATUM: M.S.L. DATE INlnAL ENGINEER OF WORK REVISION DESCRIPTION "AS-BUILT " APPROVED FDR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE P.E. EXP. DATE LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR DATE ~ I 56ET I CITY OF CARLSBA.D PLANNING DEPARTMENT 0 SHRUB I!. GR □UNDC □VER PLANTING PLAN FDR: POINSETTIA SHORES RECREATION CENTER-LOT 8 CARLSBAD CALIFORNIA APPROVED G?'ltf /0-3-97 ASSISTANT PLAFJNING DIRECTOR DATE' -OWN BY: PROJECT NO. DRAWING NO, C::Af( l.\drlAL DArE INITIAL CHKD BY: CITY APPROVAL RVWD BY: CT 14-01 337-IP OTHER .~PPROVAL L_-----------------------------------------------------------------------------------------------=-----=-=--=---=--------· .. --.... -•'--~"--·~-~-----------------------=-::-::--:--:--=-:=---=--=---=-=:-~ C \PROJ~[1S\PRr·1 .1,-94\9'1 00710\CJ,✓ LOC\L :.i Dwl.J DAI E. UJ/:Jl/97 C.M.W.D. 14-103 -------------------------------,-------------------------,-------------..------------· ·----------------------------------·"'-·"·"~-------------,-------------------------- METE!" eox UM11:TEI" 5IDEUJAL 24 IN. POTABLE 5E~IC!= LINE !:! l(Z) FT. 0 MIN. TO POTA6LE MAINLINE IN 5Tf'!=ET,J, f'l=CLAIM!=D UJAT!=R I1-!RIGoATION MAINLINI= UJ/5LEEVE NOTE, VERTICLE CLEARANCE OF I, IN. MIN. 15 MANDATORT' UJHEN CR0551NGo PATH OF A POTA6LE UJATEI" LIN!=. IN5TALLATION OF RECLAIMED UJATER IR!"IGoATION MAINLINE 24 IN. FROM FACE OF SIDEWALK UJILL PROVIDE Tl-IE NECESSA~ le> FT. HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE STREET. A POTABLE MAINLINE CROSSING N.T.5. E I -6ALL VALVE 2 -PVC SC!-t 8/2) UNION 3 -PVC SCH 411!' 4!> Dl:c:ilREES !=LL (5XSJ (TYPICAL) 4 -VALVE eox WI PURPLE LID 5 -5!-IORT PVC e,c.,._ 8/2! NIFFLI: (LEN,:;,HT AS f'i!EQ'D) (TYP.) 6 -PVC PRESSURE PIPE (TYP.X5EE SPECS.) BALL VALVE 1 -PVC SCI-I 411!' Fl=HALI: ADAPTER <TYP.) e -FINISH i:..RADE IN TURf, I IN. IN GC. '!! -I CU. FT. (MIN.) PEA GRAVEL 8UMF le> -COMPACTED 5Uec..RADE 11 -6RICK OR CONCRETE SUPPORTS ON COMACTED euec..~E 12 -SEE 5PEC5. FOR DEPT,4 N.T.5. I -QUICK COUl"'LEI" 8 -1 CU. FT. (MIN.) PEA Ci,RAY1;;L euMP 2 -aJICI< COUPLER KEY 3 -VALY1a 60><W/ PUl=<FLE LID f'OR RECLAIMl:D WATl:R 4 -I CU. FT. CONCRETE 5UFFORT !> • FVC SCH. 411!' ELL (5LIF X FIFT) ~ • FLU5l-l IN TU!<F AREAS, 2' IN GoROUND COVER Af<l!!AS Ill!' -IJNDISTUF!ED OR COMPACTl:D SUOORADI: II -16 IN. 6ELOW FINl51-1 c:iiRADE "' • FYC FRE66URE PIPE <&El: 5PEC6.J 12 -6RA55 NIPPLE 1 -BRICI< OR CONCRETE SUFFORTS 13 -f;, IN. TO 12 IN. MAX FROM EDGoE I (TYP.) OF CURB5, UJALK5. ETC. NOTE, RECLAIMED QUICK COUPLER SI-IALL EIE DIFFERENT AND S,-lALL NOT ee INTE~f..lANc:.iEAeLE WIT!-1 FOT AeLE WATER FITTINGS QUICK COUPLER N.T.5. B STREET 5URFACE POTABLE MAINLINE <SEE IMPROVEMENT DRAWING.&) 3b FEET 12 IN. MIN. REQUIRED VERTICAL Sl:PARATION Ll:l:VE RECLAIMED UJATER IRRIGoATION MAINLINE--~ NOTE, 4 ALL RECLAIMED UJATER IRRIGoATION PIPE AND 5LEEVE5 Sl-lALL BE PUfl!:PLE AND LABELED AS SFl!CIFll:D IN, 5TANDAfiP eF'ECIFICATION5 FOR FRIVATI: IRRIGATION SYSTEMS' 'CARL&aAD RECLAIMATION RULES AND REOOLATION5 FOR CON5Tl'<lJCTION OF Rl::CLAIMl::D WATER MAINS' OCT06ER ~~- N.T.5. POTABLE SERVICE LINE CROSSING Jj Ii IN. SIDE VIEW I -AUTOMATIC IRRIGATION CONTROLLl:R 2 -PLASTIC ELECTRICAL CONDUIT (c:ilRl=Y XSIZE AS REQUIRED>12 IN. MIN. BETUJl:eN CONDUIT ANCWALL. 3 -eLEC. CONDUIT ca.JPLINGo 4 -CONCRETE FOOTING OR SLA6 5 -PLASTIC ELl:CTRICAL CONDUIT ':le> DEGREE 5UeEP (81ZE A8 REQUIRED) b -UJALL 7 -314 IN. EXTERIOR GoRADE PLYWOOD MOUNTING PLATE SECURED TO WALL W/f> -1/4 IN. DIA ANCI-IOR 60L TS OR !=QI.JAL (PAINT ' SEAL ecx;,es; 8 -FROVIDI:: 314 IN. NOH. DIA. PLASTIC ELECTRICAL CONDUIT FOR 12e>Y POUJE'R ~ h~-,-,C-~c,.;..,--,-;.,..h.,.,-'--~ -CONTfi,!DL WIF<ES -BUNDLE , TAPE 4 F J ~ ':I FRONT VIEW le> -CONNECT TO CONT~LLEF< l-lOUSING PER MANUFACTURER SPECIFICATION NOT!::, IN5TALL ALL UJIRINGo PER LOCAL CODE. N.T.5. IRR. CONTROLLER <WALL MOUN TEP) FOF-UP I -POP-UP 5FRAY 1-!EAD 2 -5WING JOINT A55EMBL Y (/ SCI-I 8IZ1 NIFFLI: AND 3 MARLEX ST. 1:LL5J 3 -AN.:::ILE WILL VARY WITf-l 1-!EIC:IHT OF POP-UP BODY 4 - f;, - 1 - 6 - PVC SCH 4e> TEE (&eT) OF ELL (5TJ PVC NON~MURE LINE 2 IN. MAX FROM CUR.68, WALK&, ETC. AT FINI0!-1 GoRADE IN TU!ii!F AREAS, I IN. IN 5!-IRU6 AREAS SEE &PECS. FOR DEPTH N.T.5. I. ~OTE CONTROL VALVE 2. SOLl:NOID ~-PVC 5Cl-l 4e> Fl::MALE ADAPTER (TYF.) le>. FINIS!-! a.RAD!:: (FLl$-I IN TU~, 2 IN. IN c:iiROLINDCOVER) I -REDUCED FRESSURE TYPE eACt<FLOW PREVENTION DeYICE A&SeHBL Y (Sf:!= SFl::C5. AND LEc:iiENDJ 2 -Y-5TRAINER (eEE 51"'EC6. AND Lec:.iENDJ ~ -Hi:1,:,,1-ff f'ER LOCAL CODE 10 -CONCRETE FCOTING, (4 IN. MIN.) 11 -COMPACT SUOORADE 3. WATE~ Wll"E SFLICI: CONNECT~ (5EE 5PEC5.) 11. LJNDISTUf.BED/ COMPACTED SUeGRADE 3 -~5 ELL (REDUCING IF NECE55ARY) 12 -FINl5!-I C.RADE 4. CONTROL WIRE5• ElUNDLE AND T AF!: (WI 4 FT. MIN. EXTRA UJIRE) 5. PVC 5Cl-l. 8IZl UNION 6. VALVE eox W/ PURPLE LID 1. PVC f"'1'<E55Ufitl!! l"'IPE 6. PVC 5Cl-l 6e> NIPPLE (TYP.) (Ll:NGoTl-1 AS REQUIRED) 12. BRICK OR CONCf<ETE SUI I ~6 13. I CU. FT. MIN. PEA c:ilRAYEL 14. 51:E 5PEC5 FOR DEl"'T!-15 15. 2 IN. MIN. C MASTER VALVE N.T.5. I. REMOTE CONTROL VAL VE ,.SOLENOID 3. UJATERPROOF WIF!f: 5FLICE CONNECTORS (5EE SFEC5.J 4. CONT~L WIRES• euNDLE AND TAPE (WI 4 FT. HIN. EXTRA WIF<EJ 5'. PVC 5CH t!4> UNION "-VAL YE eox WI l"'UF<F'LE LID 7. PYC NON-f"RESSUF<E PIPE 6. PVC PRESSURE PIPE ~. PVC SC,4 t!4> NIPPLE (TYP.) <LENGT,4 A6 REQUIRED) G RC.V. l(Z). PVC 5CH 4e> FEMALE ADAPTER <TYFJ 11. FINISH GRADE (FLUSH IN TURF, I IN. IN GsROUNDCOVEl"<J 12. PVC SCI-I 4e> TEE: (555) OR ELL (55) ON MAINLINE 13. UNDl&~D/ COMl"'ACTED SUSGRADE 14.1=,F<ICK OR CONCF<ETE 5UJ'l'~5 15. I CU. FT. MIN. PEA c:ilRAVEL lb. SEE SFl!CS FOR DEPTI-IS 11. 2 IN. HIN. N.T.5. I -8HRU6 eFRA Y 1-!EAD UJ/ ADAl"'TER ( ADJUST RISER PERPENDICULAR TO SLOPE) 2 -ANTI-DRAIN SPRING CHE:CK VALVE. 3 -PVC SCH. t!4> 1"15ER/ Nll"'l"'LE <TYF.) (LENG.Tl-I AS Rl=Gll.JIRED> 4 -SEE SFl:CS. FOR Dl=l"'Tf-1 5 • &UING JOINT ASeEMBL Y (;I MARL.EX ST. ELLS) b -111!' IN. MIN. FROt1 FINISH GRADE 1 -PYC ~55URE <LATE!'i!ALJ LINE <SEE &F'ECS.) e -PYC &Cl-I 4e> TEE (56T > OR ELL (5TJ ':I -f> IN.-8 ll,l FRQl•f 1-!EADER, ETC. I e> -•4 REEIAFc WI GAL V. CLAMPS. K 5FRAYHEAD ON RISER N.T.5. 4 -e,;i,4551JNION 13 -t> IN. MIN. (TYP) 5 -~ 51-!0RT NIFFLE (TYi"'.> t> -6RA55 RISER <LENc!r+4T AS REQUIRED) 1 -&EE CM.UJ.D. STD. DIJ.6. W-20 14 -SEE SPECS. FOR DEPTH& 15 -I IN. MIN., 2 IN. MAX. It> -F"Rl:SSURE REOOLATOR 8 -PVC SCI-I 4e> ELL (5XT XWITH 5X5 f'<l=DUCIN!:J eueHINGo IF NEC!=55ARY) C5EE SPECS. 5ET AT &0 F.5.1.) D i I: i !l H NOTE, INSTALL PER CM.IUD. !HD. DWS. 'W-20. RF-BF.F. i I: i !:! f---, I -, I ITT II I -I I 1-1 I '-=I I 1==1 6 IN. TYF. I -CLEAN 6ACKFILL -5EE 51"'EC6, ~ MATERIAL,~ CCMFACTION REQUIRED 2 -NON-Ff'<l:S51.JRE LATERAL LINE SNAKE PIPE IN Tl'<ENC!-1 ::I -CONTROL WIR!=S -eUNDLE AND TAPE AT 10 FT. OC. AND IN5TALL ADJACENT TO FRE6SUl'o'.E Wf"'FL Y LINE 4 -FROVIDI:: 2 IN. OF CLEAN BACKFILL 5 • PRESSURE WFFL Y LINE 5NAKE PIPE IN TRENCH 6 -FINl51-1 <:.RADE NOTE, PIGTAIL AND LOOP CONTROL WIRE AT ALL '3o:!) d"'9r.-CI-IAN6E5 IN DIRECTION. TRENCHING N.T.5. 2 N.T.5. TESHIMA DESIGN GROUP BENCHMARK: DESCRIPTION: STANDARD DISC SET FLUSH IN EAST CCR~ER ON NORTH ABUTMENT OF EAST BRIDGl LOCATION: APPROX. 300 FEET SOUTH OF SOUTH f.NTRY TO CARLSBAD STATE PARK 40 FEET EAST OF CENTERLINE OF NORTH BOUND CARLSBAD BLVD. ON PONTO STREET BRIDGE NO. A7882 RECORD FROM: NORTH COUNTY VERTICAL CONTROL OAr A BOOK, PAGE 135 NO. OC 0147 DATE: ELEVATION: 50558 DATUM: M.S.L. APPROVED FDR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION □F PLANTING AREAS. LANDSCAPE ARCHIIECl'URE LAND PlANNING 9!JQ3 BUSINESSPARIC. AVE., SUllE C 8.4N DIBOO, CA. 92131. 1BLFHIONB (619) tilHB24 FAX, (619) 693-1182 PROJECT NO. ':14-lt>'2:l1-I.Ii:!' DATE, i:!'l-11!'2-'!!1 "AS-BUILT " P.E. __ _ EXP·---~ DATE REVIEWED BY: INSPECTOR DATE t------t--+-----------+----+---+--+----jlsH,EETl.c_I_T_Y_O_F_C_A_R_L_S_E_A_D~~o _ PLANNING DEPARTMENT ~ IRRIGATION DETAILS FOR: POINSETTIA SHORES RECREATION CENTER-LOT I C \PROJECTS\PR □~ -u\\.'14-007.JO.CON-DOC\L,6.D'JG DATE. DJ/31/97 C.M.W.D. 14-103 --·--······-···--··-·-,------------- A E t 2 X 6.ALL Pl~~ I -12 GAUG.E MIN. GAL V. Wll'i:E C3 REQ'D.J 2 -4 FT. LONG (HIN.J UA-IITE FLA5TIC TIJelt,Jc;, n Pl=R QUY Wll'i:E). 3 -I-I05E =vtc1"!5 OR TREE TIE& 4 -8 IN. &Q.X I& IN. ea. CONC. eLOCK DEADMAN & -&ID DEc,,REE MAX. & -Tfoi£E Tli1:UNK 7 -PLANTING. 6ACKFILL (FUDDLE • SETTLE) PLANT AT FINISl-l GRAPE B -ROOTeALL ~ -PLANT T AeLETS ltZ> -SLO!'"E II -6 IN. WATERINC;. 6ERM 12 -EARTI-I 13ERM EXCEPT IN IRFi!IG!A TED TUf;!= AREA& TREE -241 + 36 1 BOX N.T.5. I -2 INGl-l!c& 2 -P!.:EFAl'i:ED &OIL 3 -FINl&I-I GJRADE OR WALK 4 -&EE PLANT LEc.!=ND 5ECTION 5 -CONCRETE MOW STRIP b -6 INCi-iE& FLAN GROUND COVER N.T.5. 0 0 1,,------J® ----~~C...---(7 I -PRE&&Uf;!E COMFENSATING. BUeBLEl"S I-IEAP 2 -6 IN. FEF<F. AP& DRAIN PIP!= (FILL WITI-< 3/4 IN. G.RAV!:L) LENc,,HT TO 6E 2 X DE:PTI-< CIF ROOT BALL 3 -PYC e.GH Be> !"l&eR (LENC;.TH A& REQUlf;!EDJ 4 -SEE 5FEC6. ~ Dl=FT!-15 !io -FLEX Rl&eR (MIFT X FIPTJ KIN(;, BRO€>. Ol'i: EQUAL 6 -PYC &cl-I 4e> ELL (ST) OR TEE (&e>T) 1 -F'VC LATERAL LINE (N0!',1-P!;;:ES&URE, SEE SPECS.) 8 -TRE:E ROOT BALL ~ -PLANTING. PIT 10 -6 IN. AD& CAP ,-: 11. Q t:: B F 2 +-----l& 1----+ I -12! 2 IN. DIA. X le> FT. LONG Looc;ePOLE PINE 5TAKE5, F'Ef<!FENPICULAR TO P!'IEv AILING, WIND&. 2 -V.I.T. 'CINCI-I TIES', OR EQUAL. ~p AROLINO TRUNK NAIL EACI-I END TO EACI-< &T ,AKE_ 3 -TT'<IEE TRUNK 4 -CUT TOP 5ECTION OFF OF &TAKE DAMAGED 13T l-<Al'1MERIN6_ 5 -I IN. X 4 IN. CR055TIE & -1-!00T eALL 6ACl<J"ILL PIJDDLE AND SETTLE. SET TRl::E 2 IN. AeOVE FINl5l-l (,f<.ADE. 1 -ROOTeALL B -2 X ROOTeALL DIAMl:TE!'oi ~ -5LOF'E OOTTOM TO DAAIN Ill!) -6 IN. WATERING, BA5IN, EXCEPT IN LAUN AREA5_ REMOVE AFTER MAINT_ FD- 11 -FINI6!-I ""'1ADE 12 -PLANT TABL!cTS (3 IN. BELOW GRADE) 13 -PLACE ST AKES oJTSIDE OF ROOTeALL. OFFSET FROM TRUNK 3 IN. TREE -15 GALLON N.T.5. I -WALL OR FOf,T . -CONCRETE FOOTING 3 -SPREAD ON WALL t &EGURE 4 -REMOVE NURSl=.RT' 5T AKE & -SET ROOTBALL TIGHT TO FOOTING. REMOVE ANY EXGE5& CONCRETE 6 -6 IN. WA Te!"ING BEl"H 7 -FINl&I-IED G.RADE B -FLANTINGT ABLET ~ -PLANTING BACKFILL (FUDDLE • 51:TTLE TO 51:T PLANT AT FINl&I-IED GRADE) lcZ) 1/D -I X ROOTeALL DEFTI-I l II -2 X r<OOTBALL DIAMETER ' 11 VINE N.T.5. --l----·~--···-·--· -·· I TREE BUBBLER N.T.S. C G (j) I -PALM 2 -FINISl-l 6RADE 3 -Fl.ANT TABLET& 4 -ROOTBALL !, -BACKFILL l(l)(D7. UJA5!.l!cD FLA&TER SAND b -IFT_MINUMI.M 7 -2 X ROOT6ALL B -BROU.N TRUNK 1-11:clGsHT 9 -WATERING BAe.lN NOTE, ALL BACKFILL TO BE WATER JETTED DURING PLANTING FOR MAXIMUM STABILITY. PALM N.T .5. ~---------1-!ARPSCAFE ---'-'---•--1 IN. AT TUl'F NOTE, ROOT 6ARFi11EF<f> !>HALL eE INSTALLED WI-IEN Tfii!EE 15 WITI-I-IN 10 FT. OF ANY I-IARD&cAFE. AND &I-IALL eE INSTALLED ADJACENT TO Tl-IE HARPSCAFE ONLY FER Te!E MANLF. 6FECIFICATION&. I -10 FT. RADIUS 2 -TREEr,;aJNK 3 -elo-eARRIER 2 IN. AT &I-IJ.:!J6 ,....-SOIL aACl<J=ILL HIX 610-BAi-,;i!ll=R AVALIABLE AT BUTLER'& MILL &AN DIEGO, CA. (blSJ 26-3-6181 4 4 -EDGI: OF I-IARD&cAFE (Gl.Jlli:e, PAVING, FAD, ETC.J NOTE, 5 FT. WHEN TREE I!!> FLANTeD A& IS GALLON SIZE Iii:? FT. Wl-l!cN n.EE I& PLANTED A& 24 INCl-leS • ::lb JNa.E!!> BOX Sit!: ROOTBARRIER N.T.S. D H &!-!Fa.le 2 ROOTBA!..L 3 &LOFI: e PLANTING BACKFILL (F\.IDDLE • SETTLE PLANT AT FIN. uRADE). 4 ii:> IN. HIN. 9 TOP OF CURB, PLANTER, OfiicFAVING. & 2 X ROOTBALL DIA 6 WATERING BA&IN 1'2? FIN. uRADE AT SLOPE (A& REQ'D.J (IF REQ'D.J 7 PLANT TABLET& (3 IN. BELOW GRADE) II FIN. CsRADE AT EXISTING SLOPE ( A& REQ'D) 5!-IRUB N.T .5. G) ~ 1= I-IARP&cAPI= :I I -I 11 ! ~ I i' -----'J__~~@ '=I ,-II I ) II -'-'--,-,-,---,-,..,.--,-,-,.~~-4T 6 !111-111 111-111 Ill T I -FINISl-l Gl"APE IN ,:;1-!0lJND=vtcR AREA 2 -FROVIDE EXFAN&ION JOINT AT 2(1) FT. MAX. OC. 3 -lr.J IN. RADIUS CTTPICAL) 4 -FINISl-l C.l'i!ADE IN LAU.N AREA !, -"3 REBAR CONT. CLAP 12 IN. AT &PLICE&) b -$% COMPACTED &U6CaRADE 1 -3 FT. MIN. AWAY Ff,!OH 1-<AF<!D&CAFE CONC. MOWCURB BENCHMARK: DESCRIPTION STANDARD DISC SET FLUSH IN EAST CORNER . ON NORTH ABUTMENT OF EAST BRIDGE LOCATION: APPROX. 300 FEET SOUTH OF SOUTH ENTRY N.T.5. APPROVED FOR TESHIMA DESIGN GROUP PLANTING LANDSCAPE ARCHffllC'IURE LAND Pl.ANNINO 9ll03 BUSINllSSPARK AYR. SUJm C SAN D1BOO. CA 92131 'IElJ!l'HONE: (619) 8J3.-llll24 FAX' (619) 6113-ll82 PROJECT NO. ~-=7-UtZ> DATE cZ)l-cZ)2-~7 ·-- ",i\S-BCILT " TO CARLSBAD ~IAfc PA~K 40 FEET EAST OF AND IRRIGATION ONLY. CENTERLINE OF NORTH ROUND CARLSBAD BLVD, ~.-,·~-- ON PONTO STRE[T BRIDG[ NO A7BH7 RECORD FROM: NORTH COUNTY VERTICAL CONTROL JI.TA BOOK. PAGE 135 NO OC 0147 DATE ELEVATION ::it)_ 558 DATUM MSL --~-~~ -· . - -- ,.,. _, "'' •='""'" -·--··"~ "' "" DATF INITIA.I -··--··· ·-··-··----REVISION O[SCRIPTION fN(;INr~R Of WORK ~,.,. INCLUDING PRECISE P.E. ,--fXP. DAT E LIJCATION OF PLANTING REVIEWED BY: AREAS. ·-·-- --~•-''•' ··I'-•·. __ , ... . , .. ..... ,. . ··- --···-- ..... , . ' ,.,. ···-- DA.Tr INI fli\L UAfl NITIAI .. OF,ER Ai'PROVAL ClfY APPRCJVAl ···- INSPECIOR DAfE. " ~ , .. ,.,. ·-·· ··-·· [ S7ET I CITY OF CARLSBAD Sri PLANNING DEPARTMENT LANDSCAPING DETAILS F □R, POINSETTIA SHORES RECREATION CENTER-LOT 8 C.I.RLSBAD <;ALIFORNIA [;ROVED @ltf /~-3-1 Sl?TANT PLANNING DIRECTC>R, . clAT 7 E DWN BY: CHKD BY:····-·-- RVWD BY: - . , .. ~[CT NO. 94-01 .. , . DRAWIN G NO IP 337-,_ __ ,,,_ ---·-···· CJ\P~1UFLiS\f'RLL .. I. 'H\')1 i .. lC7 iCI\CTIN ·UIJC\l .. / [)\JC, -·I(\lf IJJ\C:l\J7 C.M.W.D. 94-503 Note: CMWO'S Reclaimed Water Irrigation Specs. Tokes precedence over these specs. SECTION 02480 IRRIGATION PART 1 -GENERAL 1.01 GENERAL CONDITIONS: A. The General Conditions, Special Conditions, ond Division 1 ore on added part of this section ond contract for this work and apply to this section as fully as if repeated herein. • 1. 02 SCOPE: A. The work includes all services, labor, materials, transportation and equipment necessary to perform the work indicated an the Drawings and as specified. The General Conditions and Division 1 apply to this section as fully as if repeated herein. 1. Related Wark: (a) Landscaping Section (02900) 1.03 SUBMITTALS: A. Submit o list of all irrigation equipment to be used, manufacturer's brochures, maintenance manuals. guarantees and operating instructions. 1.04 GUARANTEE: A. Furnish guarantee in accordance with general conditions, for o period of one (1) year from dote of final acceptance -at conclusion of the Maintenance Period -on complete water irrigation system, including nonsettling of backfill in trenches which, if occurs, shall be corrected, including repairs and/or replacement of any material damaged thereby or therefrom. 1.05 OBSERVATION: A. In all cases where observation of sprinkler system work is required and/or where portions of work ore specified to be performed under direction and/or observation of Architect or his representative, Contractor shall notify Architect at least three (3) working days In advance of time such inspection and/or direction is required. B. Observation will be required for the following ports of the work: 1. Upon installation and testing of main lines and lateral lines; when pipes are laid and are to be submitted to pressure tests. Do not caver any lines until they have been observed and approved. 2. Upon installation and testing of valves, quick couplers, bockflow preventer device, automatic controllers. and control valves and wires. 3. When sprinkler system is completed, Contractor, in the presence of Arco itect, shall perform a coverage test to determine if coverage of water afforded the lawn and planting areas is complete and adequate. Contractor shall furnish all materials and perform oll work required to correct any inadequacies to cover. 4. Final observation and performance test shall be at the some time as final observation of the landscape work. 1.06 TESTING: All PVC main and lateral lines shall be subjected to a pressure test of 125 PSI for a period of four hours. All testing shall be in the presence of the Architect. Approval shall be received before backfilling any trench. Do not cover any lines until they have been observed ond approved. 107 RECORD DRAWINGS: A. Before final acceptance of work, Contractor shall provide a record set of drawings showing sprinkler system work. 1. Any changes in location of items or type of installations from that shown on drawings shall be so indicated on the record drawings. 2. Valves shall be numbered and corresponding numbers shall be shown on record drawings. 3. All remote control valves, shut-off valves, quick coupler valves shall be localed by measure dimensions. Dimensions shall be given to permanent objects and shall be to nearest one-half foot. 4. On the inside surface ol the cover of each Automatic Controller, prepare and mount a chart showing valves and sprinkler heads serviced by that particular controller. All volves shall be numbered to match operation schedule and drawings. Only those areas controlled by controller shall be shown. This chart shall be a plot pion, entire or partial, showing building, walks, roads and walls. A photostatic print of this plan, reduced as necessary and :egible in all details, shall be mode to a siie that will fit into the controller cover. This print shall be approved by the Architect and shall be hermetically seoled by plastic. This shall then be secured to inside of cover. 5. Immediately upon Installation of any buried pipe or equipment, Contractor sholl indicate on the drawings locations of said equipment. Dimensions shall be given from permanent objects such as buildings, sidewalks, curbs and driveways. 1.08 GENERAL REQUIREMENTS: A. Code Requirements shall be those of State and Municipal Codes and regulations locally governing this work, providing tho\ any requirements of the Drawings and Specifications, not conflicting therewith but exceeding the Cade Requirements shall goverr, unless written permission to the contrary is granted by the District. B. Extreme care sholl be exercised in excavating and working in the area due to existing utilities. Contractor shall be responsible for damages caused by his operations. C. Connections shall be made at approximately locations shown on drawings. Contractor shall be responsible for minor changes caused by actual site conditions. D. Landscape headers and mowing strips shall be in place before installation of sprinkler system. E. Scaled dimensions ore approximate. Before proceeding with any work, Contractor shall carefully check and verify all dimensions. F. Pion locations of sub surface lines, valves, controller and pipe lines ore diagrammatic ond indicate the spacing ond relative locations of all installations. G. All lines shall have minimum clearance of six (6) inches from each other, and from lines of other trades. Parallel lines shall not be installed directly over one another. H. Dielectric bushings shall be used in any connections with piping of dissimilar metal materials. I. 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. J. Permission to shut off any existing in-use water lines must be obtained 48 hours in advance, in writing from Owner. Contractor shall receive instructions from Owner, as ta the exact length of time of each shut-off. K. Contractor shall acquaint himself with all site conditions. PART 2 -PRODUCTS 2.01 MATERIALS: . Pipe sizes shown are nominal inside diameter unless otherwise noted. 1. PVC Pressure Mainline Pipe Fittings: All buried private piping in the reclaimed water S)"lem shall be installed with warning tape identifying it os reclaimed water with the exception of Intermittent pressure lines. Intermittent pressure lines (line on the downstream side of a controller valve that will not be subject to constant pressure) may be excepted as long as it is apparent, due to line size and location os determined solely be the District Engineer of Inspector, that the lines ore port of a reclaimed water sprinkler Irrigation system. Stenciled pipe, as specified below, will be accepted in conjunction with warning tape. (a) Pressure mainline piping for sizes 2" and larger shall be PVC Closs 315, and shall be purple. (b) Pipe shall be mode from on NSF approved Type 1, Grode 1, PVC compound conforming to ASTM Resin Specifications "D1 784" All pipe must meet requirements as set forth in Federal Specifications PS-22-70, with on Appropriate Standard Dimension (S.D.R.) - (Solvent Weld Pipe). (c) Pressure mainline piping for sizes 1-1/2" and smaller shall be PVC Schedule 40 with solvent welded joints, and shall be purple. (d) Pipe shall be made from NSF approved Type 1, Grade 1, PVC compound conforming to the ASTM Resin Specifications "D1785". All pipe must meet requirements as set forth in Federal Specifications PS-21-70. (e) PVC solvent-weld fittings shall be Schedule 40, 1-2, 11-1 NSF approved conforming to ASTM Test Procedure 02466. (I) Solvent cement and primer for PVC solvent weld pipe and fittings shall be of type and installation methods prescribed by the manufacturer. (g) All PVC pipe must bear the following markings. 1. Manufacturer's Nome 2. Nominal Pipe Size .3. Schedule or Closs 4. Pressure Roting in P.S.I. 5. NSF (National Sanitation Foundation) Approval 6. Dote of Extrusion (h) All fittings shall bear the manufacturer's name of trademark, material designation, size, applicable I.P.S. Schedule and NSF Seal of Approval. A.C.P., 4" and above, shall have the words "RECLAIMED WATER" stenciled in 2-inch green letters on both sides of the pipe in at least three places in a 13-foot section of pipe (total of six places per section of pipe). All pipe shall hove stenciling appearing on both sides of the pipe with the marking "RECLAIMED WATER" in 5/8" letters repeated every 12 inches. 2. PVC Non-pressure Lateral Line Piping (a) Non-pressure buried lateral line piping shall be PVC class 200 with solvent-weld joints, and shall be purple. (b) Pipe shall be made from ASTM Specifications "D1784". Specification PS-22-70 with NSF approved, Type 1, Grode 11 PVC compound conforming to All pipe must meet requirements set forth in Federal an appropriate Standard Dimension Ratio. (c) Except os noted in Paragraphs (a) and (b) of Section 2.01.A.1(a) and (b), oll requirements for non-pressure lateral line pipe and fittings shall be the some as for solvent-weld pressure main.line pipe and fittings os set forth in Section 2.01.A.1 of these specifications, (Primer not required). All unsized end run later lines shall be 3/4" PIPE. 3. Polyvinyl Chloride Pipe Fittings and Connections: Type II, Grode 1, Schedule 40, high impact molded fittings, manufactured from virgin compounds as specified for piping, tapered socket or molder thread type, suitable for either solvent weld or screwed connections. Machine threaded fittings and plastic saddle ond flange fittings ore not acceptable. Furnish fittings permanently marked with following information: Nominal pipe size, type and schedule of material, and National Sanitation Foundation (NSF) seol of approval. PVC fitting shall conform to ASTM 02464 and 02466. C. Au tamatlc Control Wire: 1. Electric wiring running from Controller to Automatic control valves sholl 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 volve, common wire shall be white. D. Automatic Controller: 1, Controller shall be furnished ond Installed complete with all water, electrical and drainage services, ready for operation. Unit shall be electric, self-contained outdoor type, wall-mounted, or approved equal. See detail for controller enclosure. 2. Unit shall have a minimum stations as shown on Irrigation Legend. .3. Controller shall be the latest model of the particular manufacturer supplied. 4. Unit shall be 120-volt, 60-cycle controller, be completely automatic and shall function optionally with or without the clock. 5. Any station may be repeated independently in any 24 hours. 6. Stations shall be adjustable from 1 to 59 minutes. 7. Control panel shall be removable plug-in type. 8. Mechanism shall be housed in sturdy, vandal-proof case, manufactured of 14-gouge steel. or case aluminum; furnished for maximum exterior protection. 9. The clock and all working parts of the controller shall be contained within one protecting cover. E. Control Valves: 1. Remote Control Volves shall be of all Plastic body. Valve shall be provided with an adjustable flow control stem and shall be operable manually without electricity. F. Valve Box: 1. For remote control valves 9-1 /2" x 16" x 11" rectangular box manufactured by Corson Industries #14129-128 with purple bolt down cover or approved equal. 2. For ball valve: approved equal. 10" x 10'1/4" round, Corson Industries #910-12B with purple bolt cover ar Extension sleeve to be PVC-6" minimum size. G. Sprinkler Heads shall be as required on the drawings or approved equal. I. Boll Valves: 1. Ball valve 1 inch size to 2 inch size shall meet ASTM standards with seals which ore self adjusting to compensate wear. Ball valves shall have molded micro-finish boll with low torque requirements to operate unit manually. Boll valve shall hove a patented feature -"Preloaded" stem seal and impact resistant handles. 2. Product: 1" -2• size (King Bros. Lo-torque boll valve models Lt. size (King Bros. Block true union boll valve models Valencia, California (800)541-2672 or (805)257-3262. J. Concrete footings shall be 2,000 psi concrete at 28 days. K. Backfill shall be clean fill soil. 1000-t thru Lt.2000-t) 2" -4" 91.384 Ph one: L Contractor shall provide to the Owner: 1. Two (2) Control Valve ke)". 2. Two (2) wrenches for removing each different type of sprinkler head. 3. One (1) 4B" tee wrench for operating gate valves. 4. Six (6) quick coupler keys and six (5) hose bib assemblies. 5. Five (5) keys for opening and locking each automatic controller. M. Pressure regulator shall be bronze with screw fitting. See details and drawing. PART 3 -EXECUTION 3.01 GENERAL REQUIREMENTS: A. _Locations on drawings are diagrammatic and approximate only, and shall be changed and odJusted as necessary as directed to meet existing conditions and obtain complete woter coverage. Locate and stake all work and obtain approval of Architect before installations. B. Install and extend system as shown on drawings, and as necessary to carry out the intent of Drawings and Specifications. C. Locote lines, valves and other underground utilities and receive approval of Architect before digging trenches. 3.02 INSTALLATION OF IRRIGATION SYSTEM: A. Excavation and Backfilling of Trenches: 1_. ~xcovote .trenches: prepo!e subgro~e, and backfill to line and grade with sufficient roam for pipe f,tt,ngs, testing and 1nspect1ng operations. Do not backfill until pipe system hos been subjected to hydrostatic test as specified. 2. Depth of Trench: Polyvinyl Chloride Pressure Line 18" m1n1mum Polyvinyl Chloride Non-Pressure Line 12" minimum Polyvinyl Chloride Non-Pressure Lines for drip system lateral lines shall be installed at 12" depth. Installation of Polyethylene Distribution tubing: Distribution tubing shall be cut into lengths that will allow tubing to lay in a relaxed monner from emitter point (at shrub stem). Allow two (2) distribution tubes per plant. Tubes shall be pressed firmly onto emitter barb so the tube end comes into contact with emitter body at base of barb. 3. Trenching through areas where topsoil hos been spread: {o) Deposit topsoil on one side of trench and subsoil on opposite side. 4. Subsoil shall be free of all rocks over one (1) inch in diameter, debris, and litter, prior to use as backfill where so indicated on detail. 5. Repair any leaks and replace oil defective pipe fittings until lines meet test requirements. Da 10\ cover ony lines until they hove been inspected and approved for tightness, quality al workmanship and materials. 6. Backfill trenches, after approval of p1p1ng, with suitable and approved material, tamping soil around pipe and thoroughly compacting all trench fills until 90% compaction hos been achieved. 7. Backfill material shall be approved soil, free from rocks and clods. B. Installation of Polyvinyl Chloride Pipe: 1. Because of the noture of plastic pipe and fittings, exercise caution in handling, laoding and storing, to avoid damage. 2. The pipe and fittings shall be stored under cover until using, and shall be transported in 0 vehicle with o bed long enough to allow length of pipe to lay flat so as not to be subjected to undue bending or concentrated external load at any point. .3. Any pipe that has been dented or damaged shall be discorded until such dented or damaged section is cut and re joined with a coupling. 4. Trench depth shall be as specified above from the finish grade to the top of the pipe. The bottom of trench shall be free of rocks, clods, and other sharp-edged objects. 5. Pipe ends and fittings shall be wiped with MEK, or equal, before welding solvent is applied. Welded joints shall be given a minimum of 15 minutes to set before moving or hondling. All field cuts shall be beveled to remove burrs and excess before fitting and gluing together. 6. Pipe shall be snaked from side-to-side of trench bottom to allow for expansion and contraction. 7. Center load pipe with small amount of backfill to prevent arching ond slipping under pressure. Leave _joints exposed for inspection during testing. 8. No water shall be penmitted in the pipe until inspections have been completed and a period of at least 24 hours has elapsed for solvent weld setting and curing. 9. Plastic to metal joints: Solvent-weld, using solvent recommended by pipe manufacturer only. 10. Plastic to Plastic Joints: Solvent-weld, using solvent recommended by pipe manufacturer only. 11. Solvent-weld Joints: Assemble per manufacturer's recommendation. 12. Thrust block shall be installed as per detail. T FSIDMA D FSIGN G ROUP l.ANDiCAPE ARCHDl!CIURE I.AND PIANNING 9ll03 lMIINES!IPAH AVP., SlJllB C SAN DlllOO, CA. 9Jb 11!lJIIHCN!: (619) ., 111124 FAX• (61'1) 9S-D112 PROJECT NO. M-IZ)fZ)1-l.f(Z) DATE, (Z)J-(2)2-'61 ·- - DATE INITIAL ,NGNO:ER OF WORK REVISION DESCRIPTION C • \ PRO .IE C I \\I" r;; 1·1 -· q ii \ -- C. Remote Control Wiring: 1. Direct Burial Control wire sizes: As shown and specified herein before. 2. Provide one control wire and one common ground wire to service each valve In system. Provide 4-foot minimum expansion loop at each valve to permit removal and maintenance of valves, 3. Install control wires and irrigation piping in common trenches wherever possible. 4. Control Wire Splices: Allow only an runs of more than 300 feet, splices os follows: (1) Strip off minimum of 2-1/2 inches of Insulation from each wire. (2) Twist on Scotchlock electrical spring connector, minimum four complete turns. (3) Seal connector in epoxy resin. (4) Tope completed splice with Scotch .3.3 electrical tape. 5. Numbering and Togging: Identify direct burial control wires from automatic valves to terminal strips of controller at termlnol strip by togging wire with number of connected valve. D. Automatic Controller: 1. Automatic Controller shall be installed as shown and directed. Controller shall be tested with complete electrical connections. Contractor shall be responsible for temporary power to controller for operation and testing purposes. 2. Connections to control wiring sholl be made within the pedestal of the controller. All wire shall follow the pressure main insofar as possible. 3. Electrical wiring shall e in a rigid PVC plastic conduit from controller to electrical outlet. The Electrical Contra?tor 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 have a master switch. It shall be possible ta operate each valve manually, independent of clock of any other valve. F. Valve Box: 1. Install valve boxes as shown on detail. lnstoll no more than one valve per box. Stencil valve number and controller letter on underside of valve box lid. G. Sprinkler Heads: 1. All sprinkler heads shall be installed os per details shown. 2. Nozzle size of all heads shall be adjusted to suit any particular conditions of the orea. This shall be done ofter the system has been thoroughly tested, lmmediotely ofter written notification by the Architect to do so. H. 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. I. Ball Valves: 1. Install where shown os detailed. J. Backflow Preventer: 1. Backfiow preventer assembly shall be installed In accord with manufacturer's specifications, located and os directed on drawings, ond shall conform to all applicable code and ordinance requirements. 2. Exact location and positioning shall be verified on the site by Architect. K. Pressure Regulator if needed shall be installed as per drawings and detail. Verify final location with Architect. L. Installation of Anti-Drain Valves: Anti-drain valves shall be installed in the riser assemblies of all sprinkler heads that do not hove manufacturer installed anti-drain devices. M. Install quick couplers and remote control valves adjacent ta walks and curbs in shrub planting areas. Install quick couples valves no further and 170' apart. N. Sleeving: 1. Crossing of roads with irrigation pipe or wiring shall be avoided wherever possible. If a crossing must be made, Schedule 80 PVC sleeves sholl be installed at a minimum depth of 30" below finish grade. 2. Irrigation lines under other asphalt concrete or Portland concrete Improvements (other than roods) shall be installed in Schedule 40 PVC sleeves ot o minimum depth of 18" below finished grade. 3. Sleeve sizes for irrigation lines shall be a minimum of two (2) times the size of the line it serves. 4. Controller wires located under streets or other permanent improvements shall be installed in separate PVC sleeves and corresponding to type and depth as specified on L-1. and L-2. 3.03 CLEAN-UP: A. As project progresses, Contractor shall maintain unsightly debris as necessary. After completion of debris ond containers used in accomplishing work. asphalt, and concrete areas adjacent to plantings. • •• all areas in a neat manner and remove the project. Contractor shall remove all He shall sweep and clean all sidewalks, ,, APPROVED FDR PLANTING "AS-BUILT AND IRRIGATION ONLY. INCLUDING PRECISE P.E. EXP. DATE LOCATION OF PLANTING REVIEWED 8Y: AREAS. INSPECTOR DATE w CITY OF CARLSBAD UQJ PLANNING DEPARTMENT 8 0 IRRIGATION SPECIFICATIONS FOR, POINSETTIA SHORES RECREATION CENTER-LOT 8 CARLSBAD CALIFORNIA I APPROVED @fat?,,P /tJ-5-77 ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT NO . DRAWING NO. DAE INITIAL DATE INITIAL CHKD BY: CT 94-01 337-9P OTHER APPROVAL CITY APPROVAL RVWD BY: ·-·~---- :/ i ()\i..:[ l~J. ULJI \I ·H. nwr; C.M.W.D. 94-603 SECTION 02900 LANDSCAPING PART 1 -GENERAL 1.01 GENERAL CONDITIONS A. Drawings and General Provisions of Contract, including General and Supplementary conditions and Division 1 Specification sections apply to work of this section, and must be fully considered in connection therewith. 1.02 SCOPE A. The work includes all services, lobar, materials, transportation and equipment necessary ta perform \he work indicated on the drawings ond as specified herein and as required to complete properly the contract. B. Rel oted Work: 1. Irrigation (Section 02460) 1.03 SUBMITTALS A. See requirements in General Conditions, and Section 01340. B. Contractor shall submit a typewritten list with specifications of all feasible moteriols1 including soil amendments, fertilizers, plant moteriols1 etc,1 with quon ti ties of each. 1.04 DEFINITIONS OF TERMS A. "Planting Area" shall mean all areas ta be seeded, sodded, planted with trees, shrubs, ond/or groundcovers. 1.05 GUARANTEES AND REPLACEMENTS A. Plant Materials: Plants (15-gallon size and larger) shall be guaranteed to live and grow ln heolthy condition during thE! □greed upon 90 doy mointenonce period or until final acceptance (3.20 Part B). Plant material will continue to be guaranteed for one (1) year. B. Plant material smaller than 15-gallon size: Shall be guaranteed to live and grow in vigorous healthy upright condition for o minimum of one growing season ofter final acceptance of work (excluding seasonal color). C. Replacement: All plants not healthy and in vigorous growing condition as determined by the Landscape Architect shall be replaced immediately. Plants used for replacement shall be \he same kind ond size as specified in the plant list. They shall be furnished, planted and fertilized as originally specified at no costs to Owner. '. .06 VERIFICATION OF EXISTING CONDITIONS A. All scaled dimensions on the drawings are approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions, quantities, and grade elevations, and shall immediately inform the Landscape Architect of any discrepancies. B. Prior to the exca.va\ian for planting or placing of plant materials, the Contractor shall verify the location of all underground utility lines and other improvements, and take proper precautions ta avoid damage to such improvements. In the event of conflict between such improvements and plant locations, the Contractor shall notify the Landscape Architect, and arrangements will be mode for relocation as necessary. Failure to follow this procedurE, places upon the Contractor the responsibility for making any and all repairs for damage resulting from work as herein specified at his own expense. 1.07 PROTECTON OF EXISTING IMPROVEMENTS During the construction and maintenance period, the Contractor shall toke every precaution to protect and ovoid damage to sprinkler heads, irrigation lines, drainage lines, and all other underground facilities and all paving, structures, fixtures, and existing plantings. The Contractor shall be held responsible far ony and oil damage to such improvements and shall completely repair or replace the some at no cost to the Owner. 1.08 INSTRUCTIONS AND OBSERVATION A. All changes and deviations to the plans and specifications shall be confirmed In writing via the Landscape Architect. B. The Contractor shall be available on call to make a joint observation with the engineer. The Contractor shall have sufficient work personnel available during normal working hours to correct deficiencies immediately upon request of the Landscape Architect. Such repair or re-work services are to be performed without interference of regular project schedule. C. Plants shall be subject to approval by the Owner's Representative at the place of growth and/or upon delivery to \he site far quality. size and variety. Such approval shall not impair the right of observation and rejection ot the site during progress of work far size, condition of root ball, latent defects, or injuries. Rejected plants shall be removed immediately from the site, unless otherwise approved by the Landscape Architect. D. Site observations herein specified shall be mode by the Landscape Architect. The Contractor shall notify the Landscape Architect of a site observation at least 48 hours in advance of on observation. An observation will be mode by the Landscape Architect during office working hours on each of the steps or conditions listed below. The Contractor or his authorized representative shall be on site at the time of each observation. The Contractor will not be permitted to initiate the succeeding step of work until he has received approval to proceed by \he Landscape Architect. 1. Pre-Construction Meeting: Immediately prior-to the commencement of work of this section, Contractor shall receive approval of materials and equipment to be used, and methods of installation. 2. Incorporation of soil conditioning and fertilizing into the soil: Soil tests performed by the laboratory licensed shall be submitted and paid for by the Contractor for agricultural suitability and approved by the Landscape Architect once rough grading has been completed, and prior to installing ony plant material, 3. Upon the completion of finish grading and mow curbs layout in the field, but prior to mow curb installation. 4. Approval of all plant material quality. 5. Layout of plant material. ----------------------------------------•s-••••••"•"•••------------------ 6. Pre-maintenance observation: When planting and oil other indicated or specified work, except the Maintenance Period, has been completed. Acceptance and written approval shall establish beginning of the Maintenance Period. this is not a final observation or acceptance, ond it does not relieve the Contractor from any of the responsibilities in the contract documents for this pro jecl. 7. Final site observation at the completion of the specified maintenance period. This observation shall establish the beginning dote for \he guarantee period. E. Acceptance: Upon completion of the Final Observation and the work of this section, the Contractor will be notified in writing (1) whether the work is acceptable and (2) of any requirements necessary for completion and acceptance. 1.09 SUSPENSION OF WORK A. The Landscape Architect shall recommend to the Owner any necessity to suspend the work wholly, or in part, for such period or periods as he may deem necessary due to unsuitable weather, or such other conditions as are considered unfavorable far the reasonable performance of the work, or for such time as is necessary due to the failure on the part of the Contr□c\or to carry out orders given or ta perform any or all provisions of the contract. B. If it should become necessary to stop work for on indefinite period, the Contractor shall store all materials in such a manner that they will not become on obstruction nor become damaged in any way, and he shall toke every precaution to prevent damage or deterioration of the work performed. The Contractor shall cover all open excavations and shall provide suitable drainage by opening ditches, planting pits, etc., and erect temporary structures where necessary. C. Grading, soil preparation, and planting work shall be performed only during periods when beneficial and optimum results may be obtained, If the moisture content of the soil should reach a level thot working it would destroy the soil structure, spreading, grading and tilling operations shall be suspended until the moisture content reaches acceptable levels and the desired results ore attainable. 1.10 CERTIFICATIONS AND NOTICE OF DELIVERY OF MATERIAL A. The Landscape Landscape Architect shall be furnished with duplicate signed, legible copies of certificates and/or invoices stating the brand, grade, amount and quantity of each item far all soil, fertilizers, soil conditioners, plans and other materials. THE LANDSCAPE ARCHITECT MAY STOP WORK PROGRESS UNTIL CERTIFICATES ARE RECEIVED AND REVIEWED BY THE ENGINEER. B. The Contractor shall notify the Landscape Architect in advance when all materials ore to be delivered and the manner of shipment, and shall furnish therewith an itemized list, in duplicate, of the actual quantity of material in each delivery, in order to ensure sotisfoctory coordination of delivery, and to expedite the required inspection a\ the paint of delivery. The itemized list, in duplicate, for each delivery of plant material shall include invoices certifying that subject material hos been inspected as required by the State Agricultural Code prior to acceptance or planting. Particular core, using approved equipment, shall be exercised to ensure safe loading, unloading, shipping and handling for all plantings /ram source to in-place locations indicated on the drawings. 1.11 PLANT MATERIALS A, Quantities for plant materials ore shown per plan for convenience only and not guaranteed. Contractor shall check and verify count and supply sufficient number to fulfill intent of drawings. 1.12 INVOICE OF MATERIALS A. Upon· delivery of materials and/or completion of all soil conditioning and grading, but prior to initiating planting operations. the Landscape Architect with the heretofore specified signed copies of required certificates, trip slips and invoices for sail preparation materials, shall invoice such material, comparing the total quantities of each material furnished against the total area ta each operation. If the minimum rates of application hove not been met, the Landscape Architect will require the distribution of additional quantities of these materials to fulfill the minimum requirements specified. 8. After installation of plant materials, but prior to the pre-maintenance site observation, the Landscape Architect, with the heretofore specified signed copies of the required certificates and related items, shall invoice such material, comparing the total area and/or the amounts specified. If the minimum amounts hove not been furnished, \he Landscape Architect will require t~e installation of additional materials ta fulfill the minimum requirements specified. C. A sample of the soil amendments shall be delivered to the Landscape Architect within 15 days after recording of the contract for submittal to a testing laboratory, along with specifications of each product. After soil amendments have been thoroughly mixed into the site, random samples of the mixed soil will be token by the engineer and submitted to the soil laboratory for comparison to a control mix. Cost of the above testing by the soils laboratory shall be borne by the Contractor. 1.13 PROTECTION OF EXISTING TREES, SHRUBS AND VINES A. It is the intent of the project that certain areas of the existing plant materials shall be retained. Prior to \he removal of any trees, the Contractor shall confer with the Landscape Architect to determine those plants that are to remain. B. All existing trees which ore to remain in the project shall be togged and identified by the Contractor prior to start of work. C. Contractor shall be responsible for all trees tho\ ore to remain in the project. Damage to a plant which results in death or permanent disfigurotion shall result in the complete removal of the plant, including roots. from the site by the Contractor. The Contractor at his own expense shall replace the plant with one of equal value as established by the Landscape Architect or reimburse the Owner the cost of said replacement if a replacement cannot be obtained. The Landscape Architect shall be the sole judge of the condition of the plant. D. All existing trees that ore to remain shall be protected at all times from damage by men and equipment. All damage by the Contractor to existing plants shall be repaired at his expense by personnel approved by the Landscape Architect. E. The Contractor shall insure that no foreign material and/or liquid, such os point, concrete, cement, oil, turpentine, acid or the like, be deposited or allowed to be deposited on any soil within the dripline (the outside edge of foliage overhand) of any tree or shrub or within 6' of the trunk of a vine. Should any such poisoning of the soil occur, the Contractor shall remove said soil as directed by the Landscape Architect and replace it with acceptable soil at no expense ta the Owner, F. Excavation adjacent to existing trees and shrubs: Where it is necessary ta excavate in close proximity to existing trees and shrubs, all possible caution shall be exercised ta ovoid injury to roots and trunk. Excavation close to trees shall be by hand, tunneling under roots 2" and larger in diameter. Cutting of roots 2" and larger shall be only on the approval of the Landscape Architect. Point cut roots within 24 hours of initial damage with approved pruning point. 'Mien this is no\ possible, keep the side of excavation adjacent to tree shaded with moist burlap or canvas. PART 2 -PRODUCTS 2.01 QUALITY A. All materials shall be of standard, approved, and firs\ grade quality ond shall be in prime condition when installed and accepted. All commercially processed and/or packaged materials shall be delivered to the site in the original unopened containers bearing the manufacturer's guaranteed analysis. 2.02 SOIL AMENDMENT AND FERTILIZER A. Sholl be o wood residual product derived from shavings of redwood, white fir and/or red fir, or cedar shavings. Amendment shall upon analysis contain at least 1.0% nitrogen ( on a dry weight basis) with an ash content not to exceed 15%. A commercial grade product shall be used. Contractor shall supply Landscape Architect or his appointed representative with o sample of the proposed amendment accompanied by a laboratory analysis from on approved laboratory illustrating degree of compliance. Guarantee = wt/cu/yd. = 460# -720#. Ammoniac nitrogen = 1.0%. pH (less than 6.8). Salinity (total soluble salts = 3.0 MMHO). Density -" 20# cu.ft. Properties "' (gradation sieve size) -No. 6 -95% minimum passing; No. B-B0% minimum passing; No. 35 -30% minimum passing. Wetobility -ta be In compliance with standards as per American Society of Agronomy B. Agricultural Grode Gypsum -Shall be a (Co S04 -H20) calcium sulfate product -94.3%. 90% shall poss a 50 mesh screen. Chemical reaction will remove Sodium attached to soil particles. Gypsum also loosens heavy cloy soils through electro-chemical action. Control of dust during application is mandatory. Sholl be U.S. Gypsum, Dolmor, Saf'N'Soil, or Bondini, if not ovollable, shall be equal to. C. Sulfur (Soil) -Sholl be elemental sulfur (9g_5%) commercially prepared so that 45_g% posses a 50 mesh screen. Shall be Wil-Gro, Union Chemicals or Boker Industries, if not available, shall be equal to. D. Iron Sulfate -Iran shall be expressed as metallic -derived from sulfate -deep green (Fe S04 H20). A minimum analysis of 20.0% and 9B.3% retained on a 10 mesh screen. Sholl be Wilson & Geo. Meyer, Wil-Gro, or Bondini. If not avallable, shall be equal to. E. Pre-plant or starter fertilizer shall be a commercial grade flowoble fertilizer with-1 % nitrogen, 10% phosphorous pentioxide and 10% potassium sulfate. No Potassium Chloride is to be used. Organic nitrogen shall be from Cottonseed Meal and Urea. Phosphate available from superphasphate and Cottonseed Meal. Potash from sulfate of Potash and Cottonseed Meal. Screen analysis: % retained on stocked screen-approximately B-mesh 24.2%; 20-mesh 75.2%; 48 -mesh 0.2%. Available percentage weight of plant food: Nitrogen Phosphoric acid Potash Shall be Wil-Gro, Bondini or Kellogg, 1.0% min. 10.0% min. 10.0% min. If not available, shall be equal to. F. Post Plant Fertilizer (Maintenance): Fertilizer (commercial) shall be a combination of natural organic and inorganic granular fertilizers, free-flowing, suitable far application with approved equipment and shall contain \he following minimum available percentages by weight of plant food: Nitrogen Ammoniac Sulfate Remainder of Nitrogen 1.25% Water Insoluble Phosphoric odd Potash Iron Zinc Manganese Calcium 14.0% min. 4.0% min. 8. 75% Water Soluble 7.0% min. 3.0% min. 2.0% D.15% 0.15% 2.0% Organic Nitrogen is derived from Urea and Cottonseed Meal. Phosphate from Superphosphate and Cottonseed Meal. Potash from Sulfate of Potash and Cottonseed Meal. No Potassium Chloride is ta be used. Sulfur from Sulfate of Ammonia. Calcium from Superphosphate, Iron from Ferrous Sulfate and mixed Sulfides. Zinc and Manganese ore expressed as metallic and in their elemental form. Screen analysis: (% retained) -approximately: 4 mesh ~ 1.3%; 8 mesh = 24.2%; 20 mesh = 74.0%; and 4B mesh 0.05%. Sholl be Wil-Gro Fairway, Bondini, or Kellogg. If not available, shall be equal to. G. Planting tablets shall be tightly compressed chip type commercial grade planting tablets, of varying sizes with the following available percentages by weight of plant food: Nitrogen Phosphoric Potash acid 20.0% min. 10.0% min. 5.0% min. Sholl be Agrifarm or Gro-Pawer. If not available, shall be equal to. ••H. Queen Palms to receive palms and tropical humus fertilizer by Gro-Power. TE.SHIMA DESIGN GROUP l.ANDSCAPE ARCHITF.C1tJRE I.AND PlANNINO 9!I03 BUSINFSSPARIC. AVE, surIE C SAN DIPOO, CA. 92131 1'EI.Jll'HONB: (619) 91.HIRM FAX: (619) $iJ8'Z ~JECT NO. M-~1 -LIIZ1 DATE, <Zll-12'2-':17 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 2.03 CAPILLARY PLANTING SOIL FOR PLANTERS A. Exterior capillary planter soil shall contain a mixture of long fiber sphagnum pea\ moss, ground fir bark, composted redwood, sand, and wetting agent and a professional nutrient formula. Sail shall be of the followi1g physical properties: Density Wt/Cu. Ft. Dry Bosis22.2 Lbs. Total Porosity Dry Basis by Volume81.2% Air Space at Field Capacity by Volume (6" Conloiner)20.2% Available Water at Field Capacity (6" Contoiner)35.0% pH6.0 Eco3.5 2.04 PLANTING BACKFILL FOR TREES AND SHRUBS A. Rate of application is for bidding purposes only. Soil test may reduce or increase total soil yardage amendment and chemical additives. Planting backfill shall be a thoroughly blended mixture of topsoil and sail amendments at the following mixtures: Soil Amendment1 /2 c.y. Stock Piled site sail 1 /2 c.y. Gypsurn5 lbs. per /cu/yd. of mix Sulfur (soil)1 lbs. per /cu/yd. of mix Iron Sulfate1 lbs. per /cu/yd. of mix Pre-Plant (1-10-10) 3 lbs. per/cu/yd. of mix (also see 3.04 Exterior Planter Backfill). 2.05 EARTH MOUNDS A. All soils for earth mounds shall be as approved by the Landscape Architect. Samples shall be submitted before site delivery. Landscape Architect shall approve all grading prior to final placement of any plant materials. 2.06 PLANT MATERIALS A. Nomenclature: Scientific and common names of plants herein specified shall conform with \he approved names given in "a checklist of Woody Ornamental Plants of California," published by the University of California, Coilege of Agriculture, Manual 32 (1963). See list of plant material on drawings. B. Labeling: Each group of plant materials delivered an site shall be clearly labeled as to species ond variety. However. final determination of plant species and variety will be mode by the Landscape Architect ond whose decision will be final. All patented plants (cultivar) required by the plant list shall be delivered with a proper plant patent attached. C. Quality and Size: All plants shall be vigorous, of normal growth, free from diseases, insects, insect eggs, and/or exceed the measurements specified. D. Container Stock: Shall have grown in containers far at least six months, but not over lwo years. No container plants that hove crocked 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. E. Pruning: At no time shall the plant materials be pruned, trimmed or topped prior to delivery, delivery and any alteration on the site of their shape shall be conducted only with the approval and in the presence of the Landscape Architect. F. Inspection of Plant Materials: Required by City, County or State authorities, shall be a responsibility of the Contractor, and when necessary he shall hove secured permits or certificates prior to delivery of plants at site. G. On-Site Inspection of Plant Materials: Plants shall be subject to inspection and approval or rejection at the project site a\ any time before or during progress of work for size, variety, condition, latent defects and injuries. Rejected plants shall be removed from the project site immediately. H. Rejection and Substitution: All plants not conforming to the requirements herein specified shall be considered defective, and such plants, whether in place or not, shall be marked as rejected and be immediately removed from the site of the work and replaced with acceptable plant materials. The plant materials shall meet all applicable inspections required by law. All plants shall be the species, variety, size, age, flower color and condition as specified herein and/or os indicated on the drawings. Under no condition will there be any substitution of plant species, variety, or reduced size for those listed on the accompanying drawings, except with express written consent of the Landscape Architect. I. Ri~ht to Changes: The Landscape Architect reserves the right to change lhe species, variety and/or sizes of plant material to be furnished, provided \hat the cast of such plant changes does not exceed the cost of plants in the original bid. The Contractor shall be notified and confirmed in writing prior to sixty (60) days before the planting operation has commenced. Changes in the size and/or variety o' any plant to be furnished which involves o reduction or addition in cost shall be adjusted in the contract cost. J. Root Condition: The Landscape Architect reserves the right to inspect root condition of any species, particularly those grown from seed, and if found defective, to reject the plants represented by the defective sample. K. Protection: All plants at all times shall be handled and stared so that they are adequately protected from drying out, from wind burn, and from all other injury. All plants determined by the Owner's representative to be wilted, burned, or dried out, may be rejected, and removed from the site. The Contractor's on-site plant storage area shall be approved by the Owner's representative prior to \he delivery of any plant materials. L. Shrub and Tree Samples: Typical samples, thre_e each of oil varieties and sizes (shrubs 5 gallon and under, trees 15 gallon and under) of all plan\ materials shall be submitted for inspection approval at the site a minimum of fifteen days prior to planting operations. Approved samples shall remain an the site and shall be maintained by the Contractor as standards of comparison for plan\ materials lo be furnished. Samples will be incorporated in to the work. "AS-B1JILT " APPROVED FDR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE P.E. EXP. DATE LOCATION OF PLANTING REVIEWED BY AREAS. INSPECTOR DATE ~ ·-+-I s9ET I CITY OF CARLSBAD PLANNING OEPARTMENT 0 PLANTING SPECIFICATIONS FOR, POINSETTIA SHORES RECREATION CENTER-LOT 8 CAIi SIA0 CALIFORNIA APPROVED ~:£! 'l-~-p : ' ' ASSISTA"IT PLANNING DIRECTOR DAT ' OWN BY: PROJECT NO. DRAWING NO. DATE INiTIAL DATE l~ITIAL ! CHKD BY: S37-8P CITY APPROVAL I RVWD BY CT 84-01 OT"1 ER APPROVAL C: \PROJECTS\PR[J J -91\\94-007. 10\CON··DOC\.L-'). DWG •·1 /' T [ • __ r\ i • JJ/31/97 C.M.W.D. 84-603 M. Specimen Tree Selection: 1. One sample each of each tree variety and size, as called out on drawings, 24 • box and larger shall be delivered to the project site for approval prior to installation. 2. The Contractor shall immediately remove any trees not approved. 3. The Contractor at his option and at his expense, can retain the services of the Landscape Architect to review trees 24" box size or larger tagged at the nursery and/or at its place of growth. 2.07 CR0UN0COVER A. Groundcover plants shall be healthy, vigorous rooted cuttings grown in flats. 2.08 PLANTER MULCH A. Planter mulch shall be shredded fir tree bark. Shall range in size from 1/2-inch to 3/4-inch. 2.09 STAKING MATERIAL A. Tree guy wires shall appropriate dead man. 1/4" in diameter. Guy tubing. 2.10 ROOT BARRIER be of pliable, Wire I oops at wires shall be zinc-coated steel m1n1mum gauge Na. 12 and anchor ta branches shall be covered by 2-ply reinforced rubber flagged with 1/8-inch diameter x 4"-0" length surgical A. Root barrier shall be a multi-year root control system consisting of herbicidal time-released nodules permanently attached to a permeable geotextile fabric which will inhibit plant root encroachment. Active Ingredient: Trifluralin (a,o,a -Trifluro-2,6-Dinitro -N,N -Dipropyl -P -Toluidine)17.1% Inert lngredients82. 9% Shall be s;o-Barrier -No Known Equal. 2.11 PRE-EMERGENT HERBICIDE A. Pre-Emergent herbicide shall be as determined by the Contractor. 2.12 WEED CONTACT HERBICIDE A. Weed contact herbicide shall be as determined by the Contractor. 2.13 LAWN A. All lawn areas shall be sodded with Marathon Ill Dwarf Fescue blend. PART 3 -EXECUTION 3 01 INSPECTION A. Examine proposed planting areas and conditions of installation. Do not start planting work until unsatisfactory conditions are corrected. 3.02 PREPARATION A. General: The areas to receive trees, shrubs, groundcover and hydroseed plantings and their respective requirements for imported topsoil, fertilizing , sail conditioning, and other treatment shall be as defined an the drawings. Equipment necessary far preparation of the ground surface and for handling and placing all required material shall be on hand in good working condition. Work shall be performed only during periods when beneficial results can be obtained. B. Clearing and Grubbing: Prior to ripping and tillage operations, all vegetation in the area to be planted shall be grubbed, raked, and cleared from the site. The ground surface shall be cleared of all material which has accumulated during construction and all material which might hinder proper grading, tillage, planting and subsequent maintenance operation, All grubbed materials and debris shall be lawfully disposed of off the site by the Contractor at his cast. C. Obstruction Below Ground: All subsurface rocks over 2" in diameter and other underground obstructions shall be removed ta the depth necessary to permit proper fine grading, tilling, or planting according to plans and specifications. All abandoned utility lines uncovered or severed shall be cut below grade and copped or plugged with concrete. Explosives shall not be used for removal. When the location of utility lines is shown on the plans or has been mode known to the Contractor, oil damage to these lines shall be repaired by the Contractor In a manner approved by the Landscape Architect and affected utility. D. Deep Ripping: All areas (including slopes) to receive groundcaver, shrubs, and hydroseeding shall be deep ripped and loosened to o depth of twelve (12) inches in oil directions. J.03 SOIL AMENDMENTS, FERTILIZING AND R0T0TILLING A. Rate of application is for biddin9 purposes only Soil test may reduce or increase total soil amendment yardage. Adjustments (plus or minus) may be necessary. Contractor shall obtain at least two soil tests of rough grade at site and submit results to the Landscape Architect for interpretation and recommendation. B. After \he areas have been deep ripped, the fallowing rates of soil amendment materials shall be evenly spread over all planting areas and shall be thoroughly scarified to on average depth of six inches by rototilling a minimum of two alternating passes. Amendment must be intimately blended with soil. Soil omendment: 6 cubic yards per 1,000 sq. ft. to a depth of 8". Gypsum: 120 lbs. per 1,000 sq. ft. Soil Sulfur: 10 lbs. per 1,000 sq. ft. Iron Sulfate: 10 lbs. per 1,000 sq. ft. Fertilizer (commercial) 1-10-10 shall be applied at the rate of 30 pounds per thousand square feet and scarified into the top two inches of finish grade. Fertilizer shall be applied after leaching operation. C. The thoroughness and completeness of the ro\o\illing and incorporation of the soil amendments shall be acceptable lo the Landscape Architect. Slopes 2: 1 and steeper or as per the drawings omit sail conditioner application and tilling. D. Deep Water Leaching and Soil Testing: Deep water leaching shall be competed as recommended by a certified agron1m1c laboratory. The following process far deep waler leaching is for bidding purposes only. Item number three (3.) shall be performed as stated below. 1. After \he tilling operation, the area shall be deep water leached three (3) times aver a five (5) day period. Apply 1/2" water at each application. Wait one (1) day between applications. 2. One day ofter final application of water, the soil shall be tested for content af soluble salts (electrical conductivity E.C.). Landscape Architect and Contractor shall take several soil samples and deliver the samples to a laboratory for testing of soluble salts. E.C. test reading shall not be above 2.0, the soil amending, tilling and deep watering procedure shall be repeated until test readings are not above 2.0 3. If soil test reading for a particular area tested is above 2.0, the soil amending, tilling and deep watering procedure shall be repeated until test readings are not above 2.0 E-Core shall be taken that the rote of application of water does not cause erosion or sloughing of sails. F. All depressions, voids, erosion scars and settled trenches generated by the deep watering shall be filled with amended soil and brought to finish grade. G. Apply Naiad Wetting Agent, Sravon or equal 4 oz. per 1,000 s. f. at the first spray of soil amendments. 3.04 EXTERIOR PLANTER BACKFILL A. Backfill for exterior planters: Shall be as specified in Section 2.04. Prior to backfilling Planter, Contractor shall install "Monolink Irrigation System" per manufacturer's specifications. 3.05 FINISH GRADING A. Finish grades shall be as indicated on civil plan. B-Finish grades shall be measured ofter the ground has been watered-in and mechanically compacted and settled. The final grade shall be within plus or minus 0.1 foot of the spot elevations and grade lines indicated on the Civil drawing_ C. Ease top and toe of all existing slopes. D. All undulations and irregularities in the planting surfaces resulting from tillage, ratotilling and all other operations shall be leveled and floated out before planting operations ore initiated. E. The Contractor shall take every precaution to protect and avoid damage to sprinkler heads, irrigation lines, and other underground utilities during his grading and conditioning operations. F. Final finish grades shall insure positive drainoge of the site with all surface drainage away from buildings, walls, over mow curbs, and toward roadways, drains and catch basins. C. Final grades shall be acceptable to the Landscape Architect before planting operations will be allowed to begin. H. Planting surfaces shall be graded with no less than 2 percent surface slope for positive drainage. I. All rock and debris shall be removed from planting areas and then from the site in accordance with the following criteria, 1" dia. in I own areas, 2" dia. in shrub area, 2• dia. in hydroseed areas. J. Finish grade shall be 2· below finish paving surface in shrub areas. 3.06 PLANTING INSTALLATION A. Timing: Actual planting shall be performed during those periods when weather and sail conditions are suitable and in accordance with locoll y acceptable practice. B. Layout of Trees: All trees(24" box size and larger)shall be placed in the landscape per the direction of the Landscape Architect prior ta installation of irrigation system. The trees shall then be moved so that planting holes can be excavated and amended. The trees shall then be installed in their respective hoes and positioned in the holes per direction of the Landscape Architect. C. Layout Planting: Locations shall be approved by the Landscape Architect. All container plants shall be set by the Contractor in their final location in their respective containers prior to digging holes and/or planting. All plant locations shall be checked for possible interference with existing underground utility lines. D. Backfill far Trees and Shrubs: Shall be as specified in section 2.03. If artificial drainage is requested, then drains shall be installed first, \hen backfilled with soil. E. Disposal of Excess Sail and Debris: All excess excavated subsoil, rocks and debris shall be legally disposed of off the site by the Contractor at his cost or utilized on the site as directed by and at the option of the Landscape Architect. 3.07 PLANTING TREES, SHRUBS AND VINES A. Soll moisture level prior to planting shall be no less than harticulturally acceptable. The Contractor shall request approval of moisture, and if found to be insufficient for planting, the planting pits shall be filled with water and allowed to drain before starting any planting operations. B. All excavated holes shall hove vertical sides with roughened surfaces and shall be of the minimum sizes indicated on drawings. Holes shall be in all coses large enough to permit handling and planting without injury or breakage of root balls or roots. C. Excavation shall include the stripping and stacking of all acceptable soil encountered within the areas to be excavated for plant pits and planting beds. Protect all areas that are to be trucked over and upon which sail is to be temporarily stacked pending its re-use for the filling of hales, pits and beds. D. Plants shall be removed from containers in such o manner that the boll of earth surrounding the roots is not broken. and they shall be planted and watered immediately ofter the removal from the containers. E. The plants shall be planted at approved locations with the heretofore specified amendments and soil planting backfill. F. Backfill shall be placed at the bottom of each hale and thoroughly watered and compacted to a depth so that when o plant is placed in the hole, its root crown is slightly above the established final grade, and unless otherwise noted shall be raised or replaced as directed by the Landscape Architect. G. Planting tablets shall be placed in each plantlng hole at the following rotes and per the manufacturer's recommendations.; 1 5 gram tablet per individual liner and flat size plan\. 1 21 gram tablet per gallon container. 3 21 gram tablets per 5 gallon container. 4 21 gram tablet per 15 gallon container. 1 21 gram tablet per each 4 inch box size. Random testing to verify planting tablet installation shall be conducted by the Landscape Architect. H. No plant will be accepted if the rootboll is broken or crocked, either before, during, or after the process of installation. I. All plants shall be thoroughly watered to the full depth of each planting hole immediately ofter planting. J. Guying: All trees and other plants indicated on the plans shall be guyed as detailed. K. The Contractor shall be responsible far all surface and subsurface drainage required which may affect his guarantee of the trees, shrubs and vines. L. Pruning after planting shall be required an all trees, shrubs, and vines when necessary to provide the specified or approved standard shapes, form and/or sizes characteristic to each plant. Pruning may include thinning, topping, and/or cutting and shall be under the direction of the Landscape Architect. Cuts over 3/4-inch in diameter shall be painted with an approved tree sealant. M. All trees 24" box and larger shall be spatted. 3.08 PLANTING GROUN0COVER A. Groundcovers shall be planted in the areas indicated on the plans and shall be free of surface rock over 2" in diameter and debris. B. If the top four ( 4) inches of soil in the area to be planted in groundcaver is not sufficiently moist (horticulturolly acceptable standards), the area shall be thoroughly irrigated and no less than twelve hours shall pass before planting. C. Groundcover plants shall be grown in flats. Variety Indicated on the plant list. Flat grown plants (rooted cuttings) shall remain in those flats until transplanting. The flat, soil shall contain sufficient moisture so that it will not foll apart when lifting the plants. Plants shall be protected at all times to prevent drying of the root ball. D-Groundcovers shall be planted in staggered, random raws and evenly spaced unless otherwise noted ond at intervals called out in the drawings. E. The size of planting excovo\ion for groundcaver shall be at least twice \he depth of the root ball. F. Each plant shall be planted in a manner that will ensure minimum disturbance of the root system, but in no case shall this depth be less than two nodes. Each graundcover plant shall be planted with one 5 gram planting tablet incorporated into the root zone. Planting area shall be hand-smoothed after planting to provide an even and smooth final finished grade, To avoid drying out groundcover, plants must be irrigated ofter planting. This may be done manually or by using the installed irrigotion system, Repeated applications may be required, especially on o sloping site. This initial irrigation shall continue until a zone ot least twice the depth of ecch hole is thoroughly moistened. 3.09 POST FERTILIZATION A. Trees -Post fertilization shall occur at 100 doy intervals ofter planting. Bore holes around dripline (various depths) and apply fertilizer at the rate of 1 lb. per 1'' caliper in holes. Fertilizer shall be Wil-Cro14-7-3, Fairway, Bondini, or Kellogg. If not available, shall be equal to. B. Shrubs -Post fertili:;:otion shall occur 60 days after planting and apply fertilizer at the rote of 1 teaspoon per each 1 gallon plant and 1 tablespoon per 5 gallon plant. Fertilizer shall be (14-7-3) Wil-Gro, Fairway, Bandini, or Kellogg. If not available, shall be equal to. C. Groundcover and lawn areas -Post fertilization shall occur 60 days after planting and app'y fertilizer at the rote of 7 lb./1,000 s.f. Fertilizer shall be (14-7-3) Wil-Gro, Fairway, Bandini, or Kellogg. If not available, shall be equal to. D, All planted areas shall receive Sarvon, Naiad Wetting Agent or approved equal. 4 oz. per 1,000 s. f. 45 days after the start of the maintenance period. 3.10 GENERAL MAINTENANCE AND ESTABLISHMENT PERIOD A. General: Maintenance operations shall begin immediately after each plant is planted and shell be kept in a healthy, growing condition by watering, fertilizing, pruning, spraying, weeding and all other necessary operations of maintenance. All areas sholl be kept free of weeds and noxious grasses and clean and free of racks, clads, and debris. All paving and walks shall be kept clear, clean and washed down. B. Establishment Period: Trees, Shrubs, Vines and Ground Covers -The establishment period shall begin on the dote that the Landscape Architect inspects and gives written provisional acceptance of the work and shall be ninety (90) calendar days. The establishment period may be extended or shortened at the discretion of the Landscape Architect. C. Maintenance Operations: Plants shall be kept in a healthy, growing condition by watering, pruning, mowing, reseeding, rolling, resodding, trimming, edging, fertilizing, restaking, pest control, spraying, weeding and all other necessary operations of maintenance. Planting beds shall be kept free of weeds, gross and other undesired vegetative growth, and lawn areas shall be kept free from all weeds. During the specified maintenance period, all plants that are dead or severely distressed shall be replaced immediately. All seasonal color, annuals or perennials shall be maintained in a vigorous, healthy condition through the maintenance period. D. Extended Maintenance: When, in the opinion of the Landscape Architect, there is improper maintenance, poor or unhealthy condition of plant materials, the Contractor shall be responsible far additional maintenance of the work at no additional cos\ to the contract until all the work is acceptable. E. Protection: The Contractor shall be responsible for providing adequate protection of all planting areas against traffic or other use by erecting fencing or other acceptable means immediately ofter the planting is completed. Warning signs and barricades shall be placed in various high- traffic areas. Damaged areas shall be repaired immediately by the Contractor. F. Weeding and Cultivating: All tree, shrub, groundcover and hydroseeded areas shall be kept free of debris and weeds. Groundcaver and shrub areas shall be cultivated at intervals of no\ more than fourteen (14) days minimum. G. Replacement: During the maintenance period, plants which die or which ore in an unhealthy or badly impaired condition shall be replaced by the Contractor within fourteen (14) day., ofter unsatisfactory condition is evident. No replacement of plantings shall be made in any season definitely unfavorable for planting. At the conclusion of the maintenance period, the Landscape Architect will make an inspection of the work lo determine the condition of all plants. All unhealthy plants shall be removed from the site and replaced with plants of the some kinds and sizes as originally specified. Such replacement shall be made in the same manner as specified for the original planting and at no extra cost ta the Owner. H_ Acceptance: At the conclusion of the maintenance period, on inspection shall be made by \he Landscape Architect, upon written notice requesting inspection before acceptance. Maintenance period shall continue until all deficiencies are corrected. ••• T FSHIMA D F.SIGN G ROUP lANil'JCAPE ARCHll1lCl'URE LAND PlANNING 9'JID IIUSINE!SPARit. AVE., SUllE C 8.'.N DIEOO, CA 9.2lll 1'l!lJ!PRJNB' (1119) Ci9)-m4 FAX: (1119) ~ PROJECT NO. ~-e>cl-l.llZ> DATE, IZ>i-lZ>2-'31 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION "AS-BUILT " APPROVED FDR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE P.E. EXP. DATE LOCATION □F PLANTING REVIEWED BY: AREAS. INSPECTOR DATE ' I sH1Os I ~ CITY OF CARLSBA_D 0 PLANNING DEPARTMENT - PLANTING SPECIFICATIONS F □R, POINSETTIA SHORES RECREATION CENTER-LOT 8 C4Rt.9■AD CALIFORNIA APPROVED ,/J -·t/5 J1/ ~ /tJ-3-'t,7 • ASSISTANT ln':ANNJN'G DIRECT0fV' DATE ' DWN BY: / PROJECT NO. DRAWING NO. DATE l'\IITIAL DAlE NlllA~ CHKD BY: CTHER APPROVAL CITY APPR:JVAl RVWD BY: CT 94-01 387-tP ::,'\ T[ O"J /]l /CJ I