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Home My WebLink AboutDWG 337-9L; CT 94-01; POINSETTIA SHORES; 01-25E. F. G. nialllsui C t ;Q CIJY OF CARLSBAD NOTES AND REQUIBEIEKTI 1.01 SLOPES REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF lHE FOL.LOWING PI..ANTlNG STANDARDS: . · A. STANDARD 11 • COVER CROP/JUTE MESH. SEE SPECIFICATIONS. COVER CROP SHALL BE A SEED MIX TYPtCAIJ. Y MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, ANO/OR W1lD FLOWERS. THE COVER CROP SHAU. BE APPLIEO AT A RATE ANO MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE (#UT~ESH SHALL BE AS APPl'IOVEO BY TI-IE CITY AND STAKED TO THE / SLOPE AS RECOMMENDED BY THE MANUFACTURER. GREEN JUTE MESH SHALL.BE REQUIRED WHEN PLANTlNG OCCURS BETWEEN AUGUST 15 AND APRIL 15. DURING THE REMAINDER OF THE VEAR, THE COVER CROP AND/OR JUTE MESH MAYBE USED. B. STANDARD 12 • GROOND COVER ONE HUNDRED (100%) PERCENT OF me AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (Pl.ANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE VEAR). C. STANDARD IP· LOW SHRU8S LOW SPREADING WOODY SHRUBS {Pl.ANTED FROM A MINIMUM OF 2·3/4 INCH (2- 3/4j LINERS) SHALL COVER A MINIMUM OF SEVENTY PERCENT (70%) OF THE SLOPE FACE (AT MATIJRE SIZE). POINSETTIA SITE LOCATION MAP • CITY or VISTA VICINITY ·MAP NO SCALE .. D. STANDARD H· TREES ANO LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE {PLANTED FROM A MINIMUM OF ONE (1) GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PLANT PER 1WO HUNDRED (200) SQUARE FEET. NOTE: llcREAS OF APPLICATION SHALL BE PER CITY OF CARLSBAD LANDSCAPE MANUAL SECT. IV;E.3-1.2.1. 2.01 JEMPQBABVJSPEQIAI CQND[TJONS ' AREAS GRADED FLATTER THAN 6:1 REOUlflE STANDARD #1 [COVER CROP) WHEN TI-IEV HAVE ONE OR MORE OF 1HE FOLLOWING CONDITIONS: A. SHEET GRADED PADS NOT SCHEDULED FOO IMPROVEMENTS WITHIN SIX (6), MONTHS OF COMPLETION OF ROUGH GRADING. B: A POTENTIAL EROSION PROBLEM AS DETERMINED BY1HE CITY. C. IDENTIFIED BY lHE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. AREAS TO BE HYDROSEEOED SHALL FIRST BE DISKED OR ROTOTILLED TO PROVIDE A FRIABLE, LOOSE SEED BED. 3.01 INSTAI I ATIQN RQNQ REI §ASE ANQ MAINTFNAr«::;E BEOUIRENENT§ A. INSTAl l AJJON 1. PRIOR TO START OF GRADING, TiiE APPLICANT OR APPUCANl'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE ANO.,OR EXHIBIT OUTLINING THE TlMlNG OF THE SLOPE PLANTING ANO IARlGATlON. B. C. D. . ' 2. Sf>EC1M. OONSIOl:MTIOM SHN.l BE GNEN'f/6. tiA,Ui ....NDa.ECTAICJL SERVICES. 3. IRRIGATION ANO f'lANTING SHM.l TH<E 'Pl.ACE AS GRADING PROGRESSES •. 4. lHE SCHEDULE SHAU. SHOW TIMING Of CONSTRUCTION OF FREE STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AT EACH LOCATION IS ACHIEVED. IRAK3ATION INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROOGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING PLANTING ANO IRRIGA TlON FOR THE AREAS DESCRIBED ABOVE SHALL BE COMPLETELY INSTALLED, />S SHOWN ON THE APPROVED Pt.ANS, WITHIN THIRTY (30) OAYS AFTER lliE IRRIGATION INSTALLATION ARST COMMENCES. LETTER OF CERTIFICATION (INSTALLATICNI . 1. THE LICENSED DESIGNER OF RECORD FOR All THE PROJECTS REQUIRING LANDSCAPE PLANS SHALL SUBMIT A LETTER TO THE CITY STATING THAT THE PROJECT HAS BEEN INSTAUED IN SUBSTANTIAL CONFORMANCE Wini TtlE APPROVED PLANS AND SPECIFICATIONS: A. PRIOR TO GRANTING A PERMIT OF OCCUPANCY ON PRIVATE DEVELOPMENTS, OR a. PRIOR ·TO M'f"RO'(M. ill' '.91TY Cl' WORK DONe ·ON PUBLIC PROPERTY THAT WILL BE MMIT1al'IED BY CITY FORCES A.~<;; PRIOR TO THE· REQUIRED MAINTENANCE PERIOD AS DESCRIBED IN SECTION 3.02.F(1-A). · •· 1F11ri I;, DI f'~C AND PRIVATE. PROEC'TIS) A. CONOITIONS OF I.Al'!IOSCAPES 1. ALL PLANTING AREAS SfWl. BE lf8..lm::illlEE"11tAll'U,l.. ll'tY ·Ale 11'1F41*1111S CONDITION. . , a. ct.LTIVATION ANO 'k1uEI ld.G c. D. ALL PLANTED AREAS SHAit !HIE .ii l'fl'\IMEO IN A AeM'llfE.Ut' WIEO-f'RIEIE CONDITION AND CLEAR OF Ol!lOERGROWTM WHICH MAY CAUSE UNDUE FIRE HAZARDS. PLANTINGS MUST BE FERTILIZED ANO WATERED AT SUCH INTERVALS AS ARE NECESSARY TO PROMOTE OPTIMUM GROWTH. LANDSCAPE IRRIGATION SHAU. 8E ~IS> AT A RA'l'E 118, ~ING THE INAL TRATION RATE OF THE SOIL (MINlM!ZlNG EROSION AND WATER WASTE) BUT SUFFICIENTLY TO ALLOW FOR HEAi.. THY PLANT GROWTH. REPLANTING ALL TREES, SHRUBS, GROUND ~ AND OTHER RJRT 'llllll!i9IIIILR~ HAVE BEEN PLANTED AND WHICH, DUE TO ACCIDENT, OAM>IGE. DISEASE, OR OTiiER CAUSE, FAIL TO SHOW A HEALTiiY GROWTH, SHALL BE REPLACED. REPLACEMENT PLANTS SHALL CONFORM TO ALL STANDARDS THAT GOVERN THE ORIGINAL PI..ANTlNG INSTALLATION. ... co ... 0 ,= a: SHORES LANDSCAPE Pl.ANS FOR! AVENIDA ENCINAS, PoNTo DRIVE, CARLSBAD BLVD. & DESIL TA noN BASIN ' · I HEREBY DECLARE THAT ;I AM THE LICEtiSED D'ESIGNER OF WORK FOR TH·IS 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 THA'JT THE CHECK OF· PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND OLIVENHAIN MUNICIPAL WATER DISTRICT IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PR!EPARED 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. iTe,sfi'i1m,a DATE:8}4/94 i Preparer . ·,· -·" ' ?;>!';,...;,~'.,' ' ' " . _.,,·· "'-: " •'•• SHEET INDEX L-1 L-2 L-3 L-4 L-5 L-6 L-7 L-8 L-9 L-10 L-11 L-12 L-13 L-14 L-'15 L-16 L-17 .L-18 L-'19 L-20 L-21 L-22 l-23 L-24 L-25 COVERSHEET RRIGATION TITLE SHEET RRIGATION PLAN RRIGATION PLAN RRIGATION PLAN RRIGATION PLAN RRIGATION PLAN RRIGATION PLAN RRIGATION PLAN . , .. ·1:;.: .. j RRIGATION PLAN ' .. <\ RRIGATION DETAILS 'r,t('i RRIGATION DETAILS AND LEGEND.·.·;;( RRIGATION DETAILS PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN , PLANTING PLAN PLANTING DETAILS AND LEGEND ... , SPECIFICATIONS SPECIF!fATIONS SPECl~~~ATIONS ·. 1 CHANGES TO THE Af;'PROVED LANDSCAPE 3.03 BEi EASE OF BONDS PROJECTS THAT REQUIRED APPROVED LANPSCAPE Pl.ANS MUST MAINTAIN TtlE LANDSCAPE IN A MANNER IN SUBSTANTIAL CONFORMANCE WITH THE 'APPROVED LANDSCAPE PLAN. ANY CHANGES TO TtlE APPROVED LANDSCAPES AFTER 1NSTAL1.ATIOO.MUST BE APPROVED BY lHE CITY JN ADVNfCE. - LANDSCAPE MEDIANS AND OTHER AREAS TO BE MAINTAINED BY CITY FORCES 1..... MAINTENANCE PERIOD A. B. C. THE MEDIANS SHALL BE MAINTAINED BY TI-IE DEVELOPER (RESPONSIBLE FOR THEIR CONSTRUCTION) FOR A PERIOD OF NINETY (90) DAYS, OR UNTIL PLANTS DEEMED ESTABLISHED AND TtlE IRRIGATION IS OPERATING PROPERLY TO TtlE SATISFACTION OFTiiE PARKS AND RECREATION DIRECTOR, WHICHEVER PERIOD IS LONGER. A MAINTENANCE SCHEDULE SHOWING PROPOSED ACTIVITIES AND FREQUENCIES SHALL BE SUBMITTED TO THE CITY FOR APPROVAL AT THE TIME OF ACCEPTANCE OF TI-IE MEDIAN LANDSCAPE CONSTRUCTION, AND PRIOR TO COMMENCEMENT OF TtlE LANDSCAPE MAINTENANCE PERIOD. AT TI-IE TIME OF FINAL ACCEPT ANOE, rnE CITY SHAll BE GIVEN ALL CONTROLLER ENCLOSURE KEYS. QUICK COUPLER KEYS, OPERATION MANUALS, AND OlHER ITEMS CALLED OUT IN TiiE APPROVED PLANS AND SPECIFICATIONS AND NECESSARY TO MAINTAIN WE LANDSCAPE. FIRE SUPPRESSION MANAGEMENT AREAS ~ AREAS OF DEVELOPMENTS THAT WERE APPROVED UNDER THE REQUIREMENTS OF SECTION 11-C ANO IV·F OF THE CITY OF CARLSBAD LANDSCAPE MANUAL SHALL BE MAINTAINED BY lHE RESPONSIBLE PRIVATE PARTY IN CONFORMANCE WITli THE APPROVED FIRE SUP"RESSION PLAN. PLANTS Stw.L BE KEPT PRUNED TO THE VOLUME REQUIREMENTS SET FORTH IN SECTION F OF TiiE CITY OF CARLSBAD LANDSCAPE MANUAL , J . I.. A. B. LETTER OF CERTIFICATION (RELEASE OF BONDS) PRIOR TO RELEASE OF BONDS. THE LICENSED DESIGNER OF RECORD ON THE PROJECT SHALL SUBMIT A LETTER TO THE CITY ENGINEER CERT.IFYING THAT HE OR SHE HAS INSPECTED TiiE WORK AND THAT THE PROJECT COMPLIES WITH THE FOLLOWING CONDfTIONS: 1. HAS BEEN MAINTAINED IN SUBSTANTIAL CONFORMANCE TO TI-IE APPROVED PLANS. 2. IS GROWING IN A HEAL THY AND TtlRMNG CONOOlON. 3. ALL PLANTINGS REQUIRED UNDER SECTION IV•E OF TI-IE CITY OF CARLSBAD LANDSCAPE MANUAL, POLICIES AND REOUIREMENTS HAVE BEEN ESTABLISHED AS AN EFFECTIVE SURFACE EROSION CONTROL 4. THERE IS NO EVIDENCE OF EXCESSIVE RUNOFF FROM THE IRRIGATION SYSTEM CAUSING A SOIL EROSION PROBLEM. AS BUILTS 1. PRIOR TO RELEASE OF BONDS, AS BUILT LANDSCAPE PLANS FOR THE BONDED WORK SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. 2. 3. \ AS BUILT PLANS FOR AREAS TO BE EVENTUALLY MAINTAINED BY CITY FORCES SHALL BE APPROVED BY lliE PARKS AND RECREATION DIRECTOR. AS BUil T PLANS SHALL BE DRAFTED CLEAAL Y TO THE SATISFACTION OF THE CITY, AND THE ORIGINAL MYLARS SHALL BE SUBMITTED TO TtlE CITY FOR THEIR KEEPING. , ... I. NdTE: Private 11bts shaft be protlected· from eo1 ,tact lrorn redaimed ' water, whether by wind-blown spray or by direct applicatiOA through irrigation or other use. Lack of protection, whether ' by design, construction practice or system operation, is strickly prohibited. TES'.HIMA DESIGN GROUP LANDSCAPE ARCHITECTURE LAND PLANNING 9903. Busfnesspark Ave., Suite C San Diego, CA 92131 Telephone: [619) 693-8824 · FAX: (619) 693-1182 ·,-... .,,,_ "A,PPROVED: :; . APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING .. PRECISE LOCATION OF PLANTING AREAS. ENGINEERING PLAN CHECKER DATE ' ·. . -· •. _,,,.-,.... __ _._ __ ........:...._ _.!.._...:_~ .)-c... ....:.'-----"-· __ :c_, ...... -....;;,,c ., ., . REVIE''l;'EO BY: COVER SHEET 1 CMWD 94-503 ~0 4~ \ . ' GENERAL NOTES RECLAIMED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE Willi THE CARLSBAD MUNICIPAL WATER DISTRICrs "CARLSBAD RECLAMATION RULES & REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" DATED OCTOBER 1993, 1 2. ALL PUBLIC FACILITIES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS, ETC. SHALL BE PROTECTED FROM SPRAY BY RECLAIMED WATEfl. 3. NO PONDING, Rt.N-OFF OR OVER-SPRAY IS PERMITTED. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. ON-SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES ANO POTABLE WATER LINES IS STRICn. Y PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS Will. BE ALLOWED WITHO.JT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICr8 RULES AND REGULATIONS. * 8. THE IRRIGATION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME) WfTH OUAUFIEO SUPERVISION PERSONNEL ON SITE. 9. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. 10. PRIVATE LOTS. SHALL BE PROTECTED FROM CONTACT FROM RECLAIMED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION, 11-tROUGH IRRIGATION OR OTHER APPROVED USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICn. Y PROHIBITED. '11. CONTRACTOR SHALL ADJUST HEADS TO PREVENT OVER-SPRAYING ON ALL SIDEWALKS, STREET, AND PRIVATE LOTS. 12. OUICK COUPLING VALVES SHALL HAVE A SPECIAL COUPLE KEY PER CARLSBAD MUNICIPAL WATER DISTRICl'S RU.ES ANO REGULATIONS. 13. METERS SHALL BE SIZED BY n-tE CITY OF CARL.SBAO MUNICIPAL WATER DISTRICT. 14. ALL IFIRIGATION PIPE SHALL BE STENCILED, COLOR-COOED (PURPLE) AND LAID WITH WARNING TAPE PER THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICr8 RULES AND REGULATIONS, 15. ALL POTABLE WATER ANO RECLAIMED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD lHE TOP OF THE TRENCH. 16. WHEN A POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS, THE RECLAIMED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER ANO RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECLAIMED LINE. 18. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN ;J'TIUTIES MUST BE MAINTAINED AT ALL TIMES. * 19. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST ANO COVERAGE TEST AS DIRECTED BY THE CARSLl!AD MUNICIPAL WATER DISTRICT ENGINEER ANO,OR THE SAN DIEGO COUNTY DEPARTMENT OF HEAL TH SERVICES PRIOR TO ANY USE OF RECL.AlMEO WATER. 20. QUICK COUPLING VALVES USED lN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: A. OUICK·COUPLING VALVES SHALL BE 1 INCH NOMINAL SIZE NELSON #764S, WITH BRASS CONSTRUCTION ANO A NORMAL WORKING PRESSURE OF 150 P.S.I. OR RAINBIRD 14i1 NP. B. IN ORDER TO PREVENT UNAUTHORIZED USE, THE VALVE SHALL BE OPERA TED ONLY WITH A SPECIAL COUPLER KEY WITH AN ACME THREAD. ,FOR OPENING AND CLOSING THE VALVE. C. THE COVER SHALL BE PERMANEN"Tl.Y. ATTACHED TO THE QUICK- COUPLING VAL VE. IT SHALL BE PURPLE RUBBER OR VINYL D. LOCKING COVERS li8f REQUIRED. 21. AN ANNUAL CROSS CONNECTION INSPECTION WILL Be DONE BY EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON- INSPECTING PARTY. * 22. DEVELOPER SHALL PREPARE A SIGNAGE PLAN SHOWING THE LOCATION OF RECLAIMED WATER "DO NOT DRINK" SIGNS ANO WILL Be PLACED ON THESE PLANS. * 23. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRmNG. THIS INDIVIDUAi. SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, ANO THE SPECIFIC .JIEOUIREMENTS OF A RECLAIMED WATER SYSTEM_ COPIES OF TliE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF HEAL TH SERVICES ANO CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT BRIAN MURPHY @ . 619/931-9~00 OR AFTER HOURS CONTACT_ BRIAN:MURPHY @ ~19/931-9100 -* ITEMS NO'S 8,19 & 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECLAIMED ATER. ITEM NO. 22 THE SIGNAGE PLAN SHALL BE PART OF THIS I.P, BUT THE ACTUAL SIGNS & TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF R.C. WATER. 24. SHOW ALL PUBLIC & PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS. ~ BLACK LOGO / PURPLE BACKGROUND se-. / 1" BLACK ~RS N.T.S. r WARNING RECLAIMED WATER OONOTDRINK RECLAIMED WATER AVISO · AGUA IMPURA NOTOMAR -. ~ ...... -. ~ (Sl2E) 12" X36" .060 ABS PLASTIC OR STICK-ON VINYL SIGNS ALSO .. 016ALUMINUM 1" BLACK LETTERS 2" BLACK LETTERS TYPICAL SIGN'S SJGNAGE NOTE$ POINSETTIA SHORES RECLAIMED WATER SYSTEM (PRIVATE) THE FOLLOWING GUIDELINES FOR THE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR Of EACH CONTROLL..EFI WHERE THEY ARE EASILY VISIBLE. PL.ACE ON 6-112" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WlTI-1 BL.ACK LETTERING. L Gt If PEI INES FOB RECLAIMED WATER t JSE 1. 2. 3. 5. 6. 7. 8. IL IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. ANO 6:00 AcM. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIAEO SUPERVISORY PERSONNEL ON•SITE_ NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. . . IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE A.PPLICATlON RATE SHALL NOT EXCEED THE '.INFILTRATION RATE OF THE SOIL TIMERS MUST BE ACJUSTED 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, (LE •• EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS . NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS ANO LOTS, ANO STREETS AND SIDEWALKS. MONITOR ANO MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT ANO MATERIAL FAIWRE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECLAIME'D WATER. PERSONNEL MUST BE INFORMED THAT R.C. WATER IS MEANT FOR IRA. PURPOSES ONLY, AND IS NbT APPROVED FOR DRINKING PURPOSES, HAND, 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 LANSCAPE CONTRACTOR WHO IS RESPONSIBE FOA EDUCATING EACH ANO EVERY ONE OF YOUR EMPLOYEES. OBTAIN PRIOR APPROVAL OF All PROPOSED CHANGES ANO MODIFICATIONS TO ANY PRIVATE ON-SITE FACIUTIES. SUCH CHANGES MUST BE SUBMITTED TO, ANO APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTlFICATIClNTAGS. A. B. TAGS SHALL BE WEATHERPROOF PLASTIC, 3' X 4', PURPLE IN COLOR WlTH THE WORDS "WARNING BECU.IMEP W6JFR • DO NOT DRINK" IMPRINTED ON ONE SIDE, ANO "AYISQ • AGUA IMP\ !86-NP !OMAR: ON THE OTHER SIDE. lt.lPRINTING SHALL BE PERMANENT ANO BL.ACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: ALL SPRINKLER.HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER SPRINKLER HEADS. EACH AUTOMATIC CONTROLLER ANO ITS ASSOCIATE!> EQUIPMENT SHALL-BE IDENTIFIED WITH A SIGN BEAAING n-ie WORDS ·sec, AtMfD WATER USED fOR IBRIGATJQN" IN ENGLISH AND SPANISH. WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE Pl.ACED SO THAT fT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. DECLAIRATION OF RESPON'Sl'BLE CHARGE I HEREBY DECLARE THAT I AM' ,:·HE-LICENSED DESIGNER OF WORK FOR THiS PROJECT, THAT l HAVE EXERCISED RESPONSIBLE CHARGE'OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS ANO PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT .STANDARDS. , , ' . I UNDERSTANDTH11.T THE CHECK OFPAOJECT DRAWINGS ANO SPECIFICATIONS BY THE CITY.OF CARLSBAD AND THE COUNTY OF SAN DIEGO DEPARTMENT OF HEALTH SERVICE IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. . FIRM NAMES & ADD'RESSES: TESHIMA DESIGN GROUP 9903 BUSINESSPARK AVE. SUITE 'C' SAN DIEGO, CA. 92115 PHONE NO'S: 6191693-8824 REGESTRATION NO'S: CA LIC. LANDSCAPE ARCHITECT #1456 EXPIRATION DATE: JULY 30, 1996 WARNING RECLAJMEO WATER OONOTOAINK ' I / ' < \ I \ ED I Cit!' Or OCEANSIDE 7~ OCEAN -- APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS .. CITY OF ENCINITAS AVISO • AGLJA IMPURA NOTOMAR 18" X 18" SIZE .016 ALUMINUM, ..060 ABS PI.AS1lC OR STICK-ON VINYL SIGNS. VICINITY MAP NO SCALE CARLSBAD MUNICIPAL WATER DISTRICT WILLIAM E, PLUMMER, DISTRICT ENGINEER R.C.E. 28176 ti-/,S;9!l DATE !-'--''.'"'l'L,THDEPARTMENT 11-/@-2+ DATE 1 D A . EVELOPERS NAME: ODRESS: I SHEET 5, 16 KAIZA POINSETTIA CORPORATION A CALIFORNIA CORPORATION 7220 AVENIDA ENCINAS, SUITE 200 CARLSBAD, CA 92009 TELEPHONE: (619) 931.g100 . SHEET TITLE SHEET NUMBER ... COVER SHEET 1 co IRRIGATION TITLE SHEET 2 ... 0 ;:: IRRIGATION PLANS 3-11· IRRIGATION DETAILS 12-13 cc 1 . 2, . 3. INSECTION PBQCEOIJRES City Construction lrnwectioo Shatt lnducte· A. B. C. D. E. F. Location of pipe lines. Trench depth. Required separation (Horizontally and Vertically). Pipe identification; (p.o.c.'s) Points of Connections. Location and identifcation of sprinkler heads. Warning signs olthe site and on the trucks hauling reclaimed waler ( ti reclaimed water is being used for construction). An approval letter regarding the Inspection of the project shall be.obtained frmm !he City and the district, and be fowarded to the County Health Department prior to final inspection approval. Pi!ttrJd final lnsection ShaI11nnI11cte· A. B. C. D. E. F. G. Coverage test, af1er comple1Ion 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. Warning signs and !ables. Quick coupling valves. All aspects of the irrigation conditions including windblown spray, runoff and ponding Required protection of all residential areas. Required protection of wells, streams.reservoirs, etc. Cross-connection. Aom,aJ Inspection Shall Include· A complete inspection which should cover Part A. Part Band Part Go! the distrlcts'flnal inpec1ion. NOTE: Private lots shall be protected from contact from reclaimed water, whether by wind-blown spray or by direct application through irrigation or other use. Lack of protection, whether t>y design, construction practice 6r system operation, is ·strickly prohibited. . ,., - LEGEND· • .-........ w ........ w ••••• EXISTING POTABLE WATER SYSTEM ---.RC--RC --EXISTING RECLAIMED WATER SYSTEM •w-••••~w-••••••••• PROPOSED RECLAIMED IRRIGATION SYSTEM ---. :J AREA OF RECLAIMED WATER USE C ---·-. -LOCATION OF CONNECTION POINT/$ -METER & lfD BACKFLOW PREVENTION ATE PLAN PREPARED: D G AUGUST 3, 1994 BY: TESHIMA DESIGN H),-5 GATE VALVE ROUP DESCRIPTION: LOCATION: RECORD FflOM: ELEVATION: ,,,,, -" '" ·-~ ~,(\1 ' STANDARD DISK SET FLUSH IN EAST CORNER ON NORTH ABUTMENT OF EAST BRIDGE. APPROX. 300 FEET SOUTH OF SOUTH ENTRY TO CARLSBAD STATE: PARK 40 FEET EAST OF CENTER LINE OF NORTH BOUND CARLSBAD BLVD. ON PONTO STREET BRIDGE NO.A78B2 NORTH COUNTY VERTICAL CONTROL DATA BOOK, PAGE 135 NO. OC 0147 50.558 M.S.L. DATUM: Revisions must be approved by Public Health Engineer, City Engineer & District Engineer prior to implementation in field. 0 "DO NOT DRINK SIGN" LOCATIONS . . ·~UILT" TESHIMA DESIGN GROUP ~l(l/ I /4 • LANDSCAPE ARCHITECTURE LAND PLANNING ~ 11S!t!: EXP. cJ_~,~ l'J/il'l>ATE 9903 Buslne""park A.ve., Suite C 5an Diego, CA 92131 REVIEWED 8Y: Telephone: (619) 693-8824 INSPECTOR DATE t----+--+-----'-----------+---+---+--+----1~ CITXAN9! 0£~~BAD ~ ~ 1---+----+-----------------+----+---+----+-----1 '&Awo TITLE SHEET FOR: INlllAL 9tQNEEII OF 'll0AK ANO S.K'f': IO REVISION DESCRIPTION DA 1E INl1IAl. INlllAL : OTHER APPROVAL Q'TY .t,PROVAL POINSETTIA SHORES APPR0',£0: . OWN BY: ---I PROJECT NO-I ORA WING NO. ~~ t~\--1 CT 94-01 _ 337-9L CMWD 94-503 STATION NO.: A-22 STATIC WATER PRESSURE: 107 PSI PRESSURE REGULATED TO: 95 PSI TYPE OF PIPE: CL 315 PVC & CL 200 PVC PRESSURE LOSS THROUGH COMPONENTS 30 PSI 1,7 PSI 11,0PSI 2.2 PSI 2.0 PSI 2,0 • PSI SPRINKLER NOZZLE CONTROL VALVE BACKFLOW PREVENTER WATER METER PRESSURE REGULATOR PIPE FITTINGS ELEVATION DIFFERENCE BALL VALVES MISC. I (.433)= +/-0.0 PSI 2.0 PSI 2,0 PSI TOTAL PRESSURE LOSS 52_9 PSI THROUGH COMPONENTS _ _ PRESSURE LOSS THROUGH MAfNUNE PIPE TYPE OF PIPE: CL 315 PVC fil!..5..'.. OF __1,._" @ 33.2 GPM 3.3 /1 DD' =1.§...Z TOTAL LOSS THROUGH MAINLINE PIPE 16.7 PSI PRESSURE LOSS THROUGH LATERAL PIPE TYPE OF PIPE: CL 200 PVC ~ OF i!M" @ 9.9 GPM U,_L100'=2..i 3.Q.'.. OF 1" @ 14,6 GPM 2...2. /100'=0...Z li'.. OF 1-114" @ 16.3 GPM 1J1 /10D'=LI 3.Q.'.. OF 1-112" @3.3.4 GPM g,Q_/100'=.ll..6 TOTAL LOSS THROUGH LATERAL PIPE TOTAL LOSS THROUGH SYSTEM AVAILABLE PRESSURE ~ PSI ll!!.:.1 PSI · 1.4.J!. PSI AT ON AUTO-CONT OLLER e, ---":!'P~::;:o;::-MOUNTED-VE IFYEXACT LOCATIONS WITH OWNER. PEN STATIONS -2. !Zl) ·2"1 LOCATED IN VALVE BOX A-17 STATION NO.: B-17 STATIC WATER PRESSURE: 107 PSI PRESSURE REGULATED TO: 75 PSI TYPE OF PIPE: CL 315 pyc & CL 200 pyc PRESSURE LOSS 1[HROUGH COMPONENTS SPRINKLER NOZZLE CONTROL VALVE BACKFLOW PREVENTER WATER METER PRESSURE REGULATOR PIPE FITTINGS ELEVATION DIFFERENCE BALL VALVES MISC. TOTAL PRESSURE LOSS 30 PSI 3,4 PSI 11.0 PSI· 1.1 PSI 2,0 PSI 2,0 PSI (.433}= +/•0.0 PSI 2.0 PSI 2.0 PSI THROUGH COMPONENTS 53.5 P'SI PRESSURE LOSS THROUGH MAINLINE 'PIPE TYPE OF PIPE: CL 315 PVC .21.0.: OF _2," @ 23.5 GPM 0.46 /100' =1....3 TOTAL LOSS THROUGH MAINLINE PIPE J..L PSI pRESSURE Loss THROUGH LATERAL PIPE TYPE OF PIPE: CL 200 PVC 12.s.: OF~" @ 10 GPM 4,31 I 10D'=Y 2.0: OF 1" @ · 14.6 GPM 2...2. / 10D'=Ll 1Q.'., OF 1-114" @ 23,5 GPM U /100'=~ TOTAL LOSS THROUGH LATERAL PIPE TOTAL LOSS THROUGH SYSTEM AVAILABLE PRESSURE ~ •·.. . .. , I r,•~ ' ' U PSI ~PSI 1.5.,.0, PSI all .. / '' ,, ' ~E~y~..,j, V) // ./ ::z 0 ---- NO. 1 2 3 4 • ,1:1, ··•·"' / -----I ' ,........_____ ! . ,....__ , I ,:.---. -.........__/ I ' -----..I , / ' / / ---/ ! / i / / CENTERLINE DELTA OR BEARING N 3756'2o" E .6.=25"58'37" N 63'54'57" E .6.=1702'37" ···m..! ... EXIST, ~~N-PLACE STORl,J,., RAIN, USE EXlREME ~b IN THIS AREA. r /', .. 6(/ _,.,,,,.-15' SEWER E MT., PER MAP 116 6 \ DATA RADIUS LENG1H 171.67' 670' 303.77' 143.49' 670' 199.30' ! kt :2 's: ~,vy '½ i;'o? . ~ CJ ',__.___ ~EXIST. 15' i/4AINAGE /\f EASEMENT PER DOC. "' NO. 74-115350 & i 11s3s1. d.R. \ CA!JIIQ~ Jt CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION \ ! I ! I I ' ~ 1' WTER NOTE: . : 'i \/ • • ; • L CONTRACTOR ,TO VERIFY EXISIDICE/ PNI, • LOCATION Of EXISTING WATE!R LINE. i ·· .. 2, REMOVE AND DISPOSE OF EX;STING; . WATER LINE PER SOILS ENGINEER'S RECOMMENDATION FROM PT." A" TO PL 'f!'. 3, CAP AND SEAL WATER MAIN ENDS AS DIRECTED BY DISTRICT ENGINEER. I 1½n REDUCED PRESSURE BACKFLOW PREVENTER WI PRESSURE REGULATOR AND "WYE" STRAINER SET@ JZ: AVAILABLE STATIC PRESSURE 1¢7 IRRIG. SYSTEM DESIGNED ~,-.ff GPM @ 40 P.S.I. 1'/z.'1 POINT OF CONNECTION VERIFY EXACT LOCATION WITH OWNER. WATER METER BY t,-- OTHERS. STATIC WATER PRESSURE I 07 P.S.L i ! \ i i ' I g I NO GRADING/EXCAVATION WITHIN 20 FEET or WATER UNt SEE CMWD ~OTE SHEET 2 / · I 9903 Bwdnenperlr: Ave., Suite C San Diego, CA 92131 Telephone: (819) 893-8824 FAX:(619)693-1182 DESIGNED BY: ___ DATE: ___ _ t,;: U) --NO. 32014 i!=i ~ EXP. 12/31/98 ~ * Cf VI .,r ~'r- Of" CA\,\~/ 7220 Av,;i,nido Encin;;is Suitt 204 C(lr!Sbod, C~lifornio 92009 619-931-7700 f(lx:619-9:31 -seeo Civil Engineering Plonnin<;i Pr'OC~:!i~inq S1Jrveyin9 DRAWN BY: SCALE: , 1" • 40' PROJECT MGRc JOB NO.:. ___ _ DATE ENGINEER OF WORK: REVIEWED BY: DATE: • I .-Y4~ +·1·"11 RCE: INSPECTOR DATE L~NP h-IJe;ti-t& MH -t,J/1:f,J Hot.a 91-,-~JlfU/ LIBft{ E-~ fid·Ffr29~ NOTE: Prlvate iots shaft be protected from contact from reclaimed water, ~f:lhe,r by wind-blown spray or by direct application through 1mganon or other use. Lack of protection, whether by design, construction practice or system operation is s1rickly prohibited. ' 111 " l'Z POINT OF CONNECTION PROJECT COMMUNITY WALt ('FINAL WALL LOCATION TO BE DETEMIN'ED. ON EACH SPECIFIC AREAS TENT~TIVE • MAP SUBMITTAL .. VERIFY EXACT LOCATION WITH OWNER, WATER METER BY SEE MASS GRADjNG . . 1-----1 ~~~§~crR~TA1TJ~ W~1~1~ CONTROL DRAWINGS/ FOR PROPOSE r-:;":':":;-______ _,......__--. PLANTING AND IRRIG'.6.,, TION. 1 ½:." . . ""'-=-::!EOUCEO PRESSURE BACKFLOW / PREVENTER WI PRESSURE REGULATOR f ANO "wYE" STRAINER SET@ '17' AVAILABLE STATIC PRESSURE 107 IRRIG. SYSTEM DESIGNED zz.. .e. GPM (!I> 4o P.S.1. . BENCHMARK: DESCRIPTION: ·LOCATION: RECORD FROM: ELEVATION: STANDARD DISC SET FLUSH IN EAST CORNER ON NORTH ABUTMENT or EAST BRIDGE APPROX. 300 FEET SOUTH OF SOUTH ENTRY TO CARLSBAD STATE PARK 40 FEET EAST OF CENTERLINE or NORTH BOUND CARLSBAO BLVD. ON PONTO STREET BRIDGE NO. A78B2 NORTH' cou~ VERTICAL CONT-ROL DATA BOOK, PAGE 135 NO. OC 0147 50,558 M.S.L DATE INITIAi.. ENGINEER OF WORK REVISION DESCRIPTION Dole• 09/07/94 Time: 09:53 PC #2 FlLEaC:\J0BS\921016\921604.0WG DATE INITIAL OTHER APPROVAL • • .-::-/{::~ ' 0,M .... ' 'f~ ~ (~r~~ ·~.:l.l\,--~r-~ 1~"'.-~--~.::i ' . :·,,-,._,~ f, C~✓;,( ----",. ./, DATE INITIAL CITY APPROVAL PROPOSED LOCATION OF P'ROJ'l:CT COMMUNITY ENTRY MONUMENT SIGN. LANDSCAPE PLANS FOR: AVENIDA ENCINAS OWN BY: __ _ CHKD BY: ___ 1 RVWD BY: PROJECT NO. CT 94-01 CMWD 94-503 DRAWING NO. 337-9L NO. 1 2 3 4 & · --LP r te:n ~ W.L...H d-h N9 #'(JQJ,~ ~7..=:___ QIJ& 7/2. /9f ~ fl. P. ON/illN_,. 1 ,,_,HT . .1¥/P 11n.e, ' . ' CENTERLINE DATA · DELTA OR BEARING 26"04'48" N 20'47'3t E 35" 46'09" RADIUS 670' 670' P'ROPOSED COMMUNITY • LENGTH 304.97' 142.29' 416.27' t:J t:,j ~X~T. -,SDG&E EASEM T PER ~ 760cl'G 145 O. EXIST ""!:):/"H ELiCTRIC TO E RELOCl'lt:Q BY OTHERS ,, ,,,..-£,EXI.SL'SDG&E. PE ' f /Bt]22 PG 116 -........ .. / ,,,i ' ' ' ' ' ' A--10 1" I'' / / / I I I / I I / A 7 . 1 ...... ---1-... 1" S.& -i-, .. ·~.: ,-' r -· . 1..---.. 1 I •"., • "'~-.,,, ":C,/:i&..., ,_ ' ' 1 ' . ~ / ;· ' ' -~-~:--,;--or--+,', .... ' ,,•·"· --•···:>-:. ', /.-;:.;.;;-:,: ;~~ ! ,' - ,' :'/ ,/i ·. (.,,} ,i ' /.· ,,, ' ... ,.,,.-· ,· ,_c •• ' ' ..... '-/ ' // ...• ____ :.-' / i ' ' ! ,' / NOTE: Private lots shall be protected from contact from reclaimed water, w_h1:t11e,r by wind-blown spray or by direct application through 1mgat1on .or _other use. Lack of protection, whether by_des1gn, construction practice or system operation is stnckly prohibited. ' ! f'(lo Buslnesspa:,;k AVS,, Suite C sanDlego, Cl\ 9!'131 ~e: (619) 693-8824 FAX:(619)693-1182 IRRIGA i'ION PLAN o· 10· I // 1.4.1 / ! ···•···· / £1'~~ (I) • a .:r: .,· .I ::: ' j ,. .,.,,.,----- ,~ --------- --------- --------- 40' BO' 5'' 20' I SCALE: 1' ~ 40' ~j~i~~~~~=~~ti~~~==============t===t===ff~dgt~~j W CIT!LA2!G qA~~N~AD [ffl. LANDSCAPE PLANS FOR: . ~:::E~:BY: ___ :~~,-_1 ____ 10__ _ w.'!~lfILJ ~-~~j BENCH'MARK: 1'' ~ AVENIDA ENCINAS 7220 Avenido Encincis StJite 204 Corlstiod. C1;11i1ornio 92009 S19-931-7700 Fox:619-9.31-8680 Civil e'.n9inl!!'~ring Pl<inriinfid Proces:sing S1,.1rveying PROJECT MGR.· JOB NO.:___ ~ ~ /J1J 1------------__J ~;--~ lt/E& EXP. (p/$ DATE ENGINEER OF WORK: REVIEWED BY: DATE: L--, &I~ 1·1·4'1 DESCRIPTION: LOCATION: RECORD FROM: .__ ____________ ..L_ ________ ~RC::E::...: _ _;_-1,,!:;IN:,;S:::_PE~CT~OR'.!-_..;._ ______ ~D~AT~E-_J ELEVATION: STANDARD DISC SET FLUSH IN NORTHEAST CORNER OF BRIDCE ABUTMENT APPROX. 1 MILE NORTH OF LEUCADIA ON APPROVE CARLSBAD BLVD. NORTHBOUND BRIDGE 1----t--t---------------+---l----l---+----lc=::=".":-be~~~:,_~~---__:_/ f-'Z/.l:w CROSS BATIQUITOS LAGOON -SAN MARCOS • "" T'z_ CREEK NO. A7B-B2. t---t--r:,;:--------------+---1----1---+----1 ASSISTAN DATE NORTH COUNTY V£RTICAL CONTROL DATA DATE INITIAL ;:;D~W~N=B~Y~: ==::::::;';==:;P:;:ROJ===E=cr=N=o.=::::;1;::D=R=A. w=1N=G=N::::!O. BOO~ PAGE 135 NO. QC 0146 ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INmAL CRVWHKDD BBYY: --. CT 94-01 ,, 337-9;L 13.635 ~.S.L OTHER APPROVAL CITY APPROVAL : Dote: 09/07/94 Time: 10:06 PC f2 Fll,=C:\J06S\921016\9216G5.DWG CMWD 94-503 NO. 1 2 3 4 5 6 7 6 9 10 ,, ,,, ...... , ......... __!!::!:·,-, .KEY'MAP NOJE·s: 1. SEE SHEET L'13:1'0R IRRIGATION LEGEND. ·2. ALL MAINLINES SHALL BE INSTALLED OUT OF STREET RIGHT .OF WAY. 3. ALL MAINLINES SHAU. BE LOCATEO A MINIMUM Of TI-IREE FEET ABOVE THE TOE OF SLOPES. 4. ALL IRRIGATION PIPE SHALL BE INSTALLEO UNDER BROW DITCHES (TYPICAL) CENTERLINE DATA DELTA OR BEARING RADIUS N 56'33'41" E -- f::,.= 15'41'17 670.00' N 7Z14'58' E -- . LENGTH 55.1 B' 183.45' 404.63' CAUTION II CONTRACTOR TO VERIFY EXACT LOCA 110N OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION . . . :,-~-. ij TE: ALL POTAB.LI= ANO RECt;.AIMEE>"'').,•JAT~R" SERVICS:LINES ARE LOCATED WITH iN;T_l:l~·STREET APPROXIMATELY 7' FROM THE FACE OJ,'.fURB ON THE OPf'OSIT\: S)OES OF THE STREE~T ('SEE CIVIL ENGINE/=RING 'E;'LANS FOR EXAC"F ~O ATIONS:'-THE . WATER SERVICE,LINES. AHE FQR RC: E_RENCE ON~ AND ARE SHOWN OIAGRAl!,MATIC~l'.LY.) ·. · • . . ,------------~~----.... ESS/ TESHIMA DESIGN GROUP LANDSCAPE ARCHITltCTURE LAND PLANNING ~ NO. 32014 EXP. 12/31/98 9903 ~A...,,., Suite C Sllil.Dlego,CA 82131 Tdepbooe: (619) 693 6824 FAX:(619)893-1182 VI 7220 Avenido El'leinr:is S1.1ite 204 Ccirh:bQd, CQlifornici 92009 619-931-7700 Fax'.6 i 9-931-8580 Civil En9ineering Plonnin.g Proce55ing S1,1rveyin~ APPROVED FOR PLANT.ING AND IRRIGATION ONLY, INCLUDING E.REtfil LOCATION OF PLANTING· ·.·AREAS .. 0ESIGNE0 BY: ____ DATE: ~---- DRAWN BY: SCALE: 1• • 40' PROJECT MGR.· JOB NO.: ___ _ OATE: RCE: I I 1/L II :-=-:!n,:'==c-POINT Of COl'iNECTION VEFUFY EXACT LOCATION.wrrn OWNER. WATER(M'ETERSY OTHERS. I~ I v, SEE SHEET • -BUILT." ' REVIEWED BY: ~ I -• $1--c +·1· 'J1 INSPECTOR DATE ~S1'.A:rlON AUTO-CONTROLLER 'C' ~ MOUNTED-VERIFY EXACT +--"""1 LOCATION WITH OWNER. OPEN STATIONS C-¾'1,' 1Jt,WC-~ LOCATE IN VALVE BOX C.-t(. j 'h,-REDUCED PRESSURE BACKFLOW PREVENTER W/ PRESSURE REGULATOR AND ''WYE" STRAINER SET@ "!? AVAILABLE STATIC PRESSURe'""tzo IRRIG. SYSTEM DESIGNED Jq.~ @ ~'[ P.S.~ / J'1 JZ. BENCHMARK: DESCRIPTION, LOCATION: RECORD FROM: ELEVATION: STANDARD DISC SET FLUSH IN EAST aJRN£R ON NORTH ABUTMENT OF EAST BRIDGE APPROX. :SOD FEET SOUTH Of SOUTH ENTRY TO CARLSBAD STATE PARK 40 FEET EAST OF CENTERLINE OF NORTH BOUND CARLSBAO BLVD. ON PONTO STREET BRIDGE NO. A78B2 NORTH COUNTY VERTICAL CONTROL DATA BOOK, PAGE 135 NO. OC 0147 50.558 M,S.L. NOTE: C2 Private lots shall be protected from contact from reclaimed water, wh~the_r by wind-blown spray or by direct application throug~ 1mgat,on or _other us7. Lack of protection, whether by des,gn, construction practice or system operation is strickly prohibited. ' C-29 . ii,,,:! /· .. ' :/\ • • •. ·_·.·_.·.! .··•' ·. ' ' .• ·. 1 ..... , ''•tt;'I ·; ·1· :_ ' .. '.•.·11( .. l .. '·. ·. L: ..... l .. · ., \ iii: \ \ I \ '·-. \"' , i ; . 'I i \\,-·. '· . ! ! H ' ;;]j .. ! ,(d-.;,., , ''' :1 J \ i l ! I ! ' # .:i~s jj IRRIGATION PLAN 1-=i~-la!:.fJ.·..!.lt14-· .,!:.tl.:.:,:,6.:,_, ..µ.:.IIL!.!:.....!e:l!l::::L...---------1----l---__µ:'..r..1-U-~~ ~ CITY PL2!NG ~~~~AD t----+-----+-------------~-----1----+---+----+--_._., ,IMPROVEMENT PLANS FOR: AVENIDA ENCINAS DIITE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL INITIAL OTHER APPROVAL crrr APPROVAL DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO CT 94-01 DRAWING NO. 337-9L CMWD 94-503 Dote: 05/09/94 Time: 08:55 PC #2 FILE~C:\JOBS\9l1016\921SG13.DWG i s;;;~w:!!:~iii~~ ,d:1+1-':i.2:~ r , .. _,.,. .... ~/ . KEY.MAP NOTES· .. '1. S8E SHEET Lie!'1!"fORIRAIGJ\TlON LEGEND. . . '2. ALL MAINLINES·SHALL BE INSTALLED OUT OF STREET RIGHT OF WAY .. :l. ALL MAINLINES SHALL BE LOCATED A MINIMUM OF THREE FEET . 4. ABOVE THE TOE OF SLOPES. . . ALL IRRIGATION PIPE SHALL BE INSTALLED UNDER BROW DITCHES (TYPICAL) CENTERLINE DATA CAUTION 11 NO. DELTA OR BEARING RADIUS LENGTH CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD 1 N 17'45'02" W -300.00' 2 .t,.~14·19•26" 300' 375.00' 3 N 17' 45'02" W -75.00' --, l-•-.-- ,. .. -......... . ............ .., ....... ._,, __ _ .......... \. .......... -•··\ -, .... , .•. , ........... , -,.,., •• ,,.,, __ ,,, •• , •• -•• •m••••-•• ....... ,.,.... . ..-···••--·--. ·•-···-,~-, ............ . TESBIMA DESIGN GROUP LANDSCAPE ARCHITECTURE l.AND PLANNING 9903 "'lfrin-r,rk A-.e .. Suite C San Diego, CA 92131 Telephone: (619)693-8824 FAX: (619) 693-1182 ,.d., .. ..,_, \ ,._ .... , •.. ,.,--••--·-~ ........ ~ " '\ c,, -~ NO. 32014 ii; '&. ElCP. 12/31/98 fd * * ~-t c,v, ~~ OF CALlf-F;., PRIOR TO CONSTRUCTION ,/, \ . _, __ ,...-:,· '7·; . .:-.:. . . TE: ALL POTAB.LI: AND RECt;.A!MEO'w'ATe'R" ERVICE-l,)N~S ARE LOCATED WITH. lN;TH!;·STREET :PROXIMATELY 7' FROM THE F,r.CE OF./CURB ON TH!:'-OPPOSITE·~IDES OF THE STREET/CSEE CIVIL ENGINEl:ijlNG.PLANS FOR.EXAC"F ~OO'AT!ONS.'-THE WATER SE!,tVICE_LINES ARE; FOR REFE_RS'NCE ON~ , AN'o ARES WN DIAi.GRAMMATl LY.)·, ·. . . ' ' ------ ·,. • i.,. ' ' '::,.. : ].APPROVED FOR PLANTJNq, : AND IR.RIGATION .ONLY, - , INCLUDING PRECISE I 1 LOCATION OF PLANTING AREAS . . . ~~A7,S DESIGNED BY: DATE: DRAWN BY: SCALE: 1· " 40' PROJECT MGR.· JOB NO.: 7220 AvMidc e:ncinQ$ Civil e:ngin,e,ering ENGINEER OF WORK: S1,1it~ 204 Plonning Carlsbod, Califor"ni<i 92009 ., Pro;;ie-'al!;llng 619-931-7700 Sur,,eyin9 OATE: Ft1x:619-931-8680 RCE: ' '· C2 .. 1' ·. "· . .. , ... 23 ------- "t~UILT " ~,. l . . ?J/12,,/1.1 ~~ /45,v EXP. r,,/9iJ['i7 DATE REVIEWED BY: L-, s IA,&4L. f--"1-"11 INSPECTOR DATE BENC'HMARK: DESCRIPTION: LOC,1.TION: RECORD FROM: ELEVATION: STANDARD DISC SET FLUSH IN EAST CORNER ON NORTH ABUTMENT OF EAST BRIDGE APPROX. 300 FEET SOIJTI-I Of SOUTH ENTRY TO CARLSBAD STATE PARK 40 FEET EAST OF CENTERLINE OF NORTH BOUND CARLSBAD BLVD. ON PONTO STREIT BRIDGE NO. A78B2 NORTH C0UNTY VERTICAL CONTROL DATA BOOK, PAGE 135 NO. DC 0147 50.558 M.$.L. NOTE: ~ 0 J) : ~-.. ,., ..•. ~-,12.-<TT D,e,. ·. ;r::1. M,. el.llL..T . /1\ DATE INITW. ENGINfER OF WORK REVISION DESCRIPTION Private lots shall be protected from contact from reclaimed water, whether by wind-blown spray or by direct application through irrigation or other use. Lack of protection, whether by design, construction practice or system operation, is strickly prohibited. .i • . I"' . ,--.. ,3 1~ §1 "' "'~ --,..-RIP-RAP ENERGY 01ssiPATORS··. TYPE 1. PER 0-40 ' •~-'- T=l"'. N0.3 BA@ING ') o· 10· ... 5' 20' 40' SCALE: 1" = 40' ' IRRIGATIO'N PLAN .,. .-, . .,- I .~~Es I CITY OF CARIBBAD Lffi . PLANNING DEPARTMENT L-=:: 1 LANDSCAPE PLANS FOR: PONTO DRIVE Ll APPRO~>kJ- . II-Z/-9',/ ASSISTl',NT PLANNING DIRECTOR DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITW. CHKD BY: CT 94-01 337-9L RVWD BY: OTHER APPROVAL CITY APPROVAL CMWD 94-503 Oot,: 0~/09/94 Time; 09,,0 PC #2 FILE•C:\JOBS\911016\9216G16.0WC NO. 1 2 3 4 .,,.~-.,~~~~,:;; r~·,:_~-:iff::~ ... ,, .. --:-:~· ,,._ -~ ,t .. -: '"'f'":•<~ I ~ fi~m'. ~=~~-=-£[~: jf?t~ ~= , .l rrB J1£i~0-}rftl : _.: _J@t'.;~ 1,·· ,.,...,.. ~ <' • '""'-"""" ~· 'r7;-/ :" r-15~-\ ~~: ... . !...-"f>· :-.. ::::.' ::J:~r c .. ::.1::/~ (~~--c' > ' _., -t ·~ ...:.--"--"~"" '~~-._,:-:_~--... , _:,,__~----,--_ --.. _ ~-____..;_,._--'='· ' ·---~J:~:·.~:.,.,~:-~-',. ..::• ''"": ,,,-,.. . ,, --::-•f';---...J .. ~:-iii"'' 1' " _-.,_:,_·.~·. :-·,/u ,,. ----WiTJBk-,;::-.;:: i;::>e<· .. "J•i~~.,.--~~;y~\-:..!i: ~ ~ ,· '. -· ._.... \' .... ,;tf----"::/:\:;:::::>"·.· •. : ..• -.... : ,''·t .• ·· -; ., j~..1:, I \," ;,-~•':• -••', 1 ___ .Ji , ~.,..;>1:.··' ., .•. :::.,.:.•-· . :,·-·,-l;~-:-.-•f::::·1 ,. 1,---~~-, . ..:.... ... ~.-:--·'"1 '' '~;,.rw .• ...... ): -· :~~:i\ttmilt~ .... : c;;j,: __ -~~:-~,:~i~i~i ___ : ___ ~:- KEY-MAP · NOTES; . , . 1. SEE SHEETl>l'SIFOR IRRIGATION LEGEND. . . 2, ALL MAINLINES SHALL BE INSTALLED OUT OF STFIEETRIGHT OF WAY. J, ALL MAINLINES SHALL BE LOCATED A MINIMUM OF THREE FEET _ ABOVE THE TOE OF SLOPES. 4, .i ALL IRRIGATION PIPE SHALL BE INSTALLED UNDER BROW DITCHES (T(PICAL) CENTERLINE DATA DELTA OR BEARING RADIUS .6.= 19'20'48" 300' N 51'25'16" W - .6.=4fi43'39" 300' N 4'41'37" W - LENGTH 101.:l0' 161.24' 244.66' 52.80' CAUTION ti CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION I{ TE: ALL POTAB.LI= ANO Recv..1ME'o 1WmR" SERVICe-L,!NES ARE LOCATED WITH IN;T,!:l§"STAEET APPROXIMATELY 7" FROM THE FACE 09,:fURB ON THE OPPOSITE SIDES OF THE STREE~T ('S1:E CIVIL -ENG-INEERINGt•LANS FOR.EXACT !,.O ATIONS:,JHE WATER SERVICE,LINES ARE FOR RE ERENC~ ON~ AND ARE SHOWN DIAGRAMMATIC"-!'..LY,) . ' I I I E~/ DESIGNED BY: ____ DATE: ____ _ TESBIMA DESIGN GROUP LANDSCAPE ARCHITECTIJRE LAND PLANNING 9908 Bl"lfr ,spad< A-.e., Suite C SanDlego. CA 92131 Telepl,one: (811') 893 8824 FAX:(619)690-1182 -NO. 32 ffl f;XP. 12/3 !fl * Q:° CAL~ 7220 Avll!nidQ En.;inQ~ Suite 204 Corl~bQd. Colifornk1 9.Z009 619-9Ji-7700 F<i:><:619-931-5650 Civil Enginl!ilaering F>lonning Processin'°' Surveying DRAWN BY: SCALE: ]" "' ,fO' PROJECT MGR.· JOB NO.:. __ ~_ ENGINEER OF WORK: OATE: RCE: EXiST./ 14" I I /J ., a, < ·--· . EXIST ABANDONED TEL.LINE . " . ',;--:.. ;;;;;; " . . • ''/._¥'"·. ..,, ' /"'",-.;::, •. EXIST. 2 4'' FORCE -IAAIN -APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE :LOCATION OF PLANTING AREAS. - 1;h>2,,fg1. • • DATE REVIEWED ~Y: L. f3L,u/4__ +·1·1'1 INSPECTOR DATE ', '~,, . . ~--~ . ., ........ '•--., ..::. " 1" 14.2. BENCH'MARK: DESCRIPTION: STANDARD DISC SET FLUSH IN EAST CORNER ON NORTH ABUTMENT OF EAST BRIDGE LOCATION: APPROX. 300 FEET SOUTH OF sou:rtt ENTRY TO CARLSBAD STATE PARK 40 FEET EAST or CENTERLINE OF NORTH BOUND CARLSBAD BLVD. ON PONTO STREET BRIDGE NO. A78B2 RECORD PROM: NORTH COUN1Y VERTICAL CONTROL DATA BOOK, IPAGE 135 NO. OC 0147 ELEVATION: 50.558 M.S.L. NOTE: "-.... ,_,_,., 1 '···- 1'~\~-q, P-e,. & }SOOJ;t" /,\ DATE INITIAL "' REVISlON DESCRIPTION ENGINEER OF WORK . Private lots shall be protected from contact from reclaimed water, w_hE:the; by wind-blown spray or by direct application t~rough 1mgat1on or other use. Lack of protection, whether · by design, construction practice or system operation, is strickly prohibited. \ ~ °JI"'_ ------------',,•·•''' -•· ·-ell , ·Mm~6 '~ 0' , ... / DATE INITIAL OTHER APPROVAL 14,1,"I" IK DATE INITIAL Cr1Y APPROVAL ,,--,a-••··-----, .. "; .. ,... ', ..... ..,,..,,,, ........ , .... '"•,'-...7 AVENIDA S PER ~p _ o. 11290_ ... -· 0' 10' 40' ----- \ \ I SHE7 I CITY OF CARLSBAD · !,SHEETS I PLANNING DEPARTMENT ·· . 2-? LANDSCAPE PLANS FOR: PONTO DRIVE .rr APPRO~//Y 11-Zl-f~ ASSISTAN'I' PLANNING DIRECTOR DATE DWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: CT 94-01 RVWD BY: 337-9L CMWD 94-503 Delee 05/09/94 nm,. 09,37 PC j2 FlL(=C\J08$\911016\9216G17[)W(l I/ _,.__·.,,---~ rfii·.· .!Ji .. ,,,.,., (\!,.· ••• 7' .;_,:-2.,"';_~:? )~~''"',:-':", . ! -----. .. t' -,..,.__, .(' ' i<EYMAP NOTES: . · 1. SEE SHEET 1!!'1'3• FOR IRRIGATION LEGEND. . . 2. All MAINLINES SHALL BE INSTALLED OUT OF STREET RIGHT Of WAY. 3. ALL MAINLINES SHALL BE LOCATED A MINIMUM OF THREE FEET ABOVE THE TOE Of SLOPES. . -4,. ALL IRRIGATION PIPE SHALL BE INSTALLED UNDER BROW DITCHES (TYPICAL) ··· SE£-SHE:ET NO. . 5 ;t + . .. ... J. ·+ ........................................ " ............ I . .. .......... -I I V> +s'l . ~, c~ ... .,,..,.., .... ,,., . ;~·-, ---~ .. :., >-:.o;:,:,: ... ::,•"'~?~"~'~"'":·j ··········}········ .. '')f-·_,,·g ........ _ .. :~.J..· ---~:-·········,H• •-··-•--'lfo .. , .... ,. 1"-- ~•~:;=~.:~ •.. ,~. •. '· . - ~ .. , ' i ~ ~ .,,,~;~~-~-:2;~::,.>~_··: : -~@~~: . . ~.~~ -~~'°' . . . ·:: · ··~ .:~ ....... :.,. :~~~-::.=:::~;;;, ~~ :IL .. ~:2i:~·::~.:~ ....... . ,.. . I~ --J-s,-' ..... 182+2Qltf9B .... • \ 183 '; .; - ..lBJ+til!l \ 1I/,z. 1 POINT OF CONNECTION . VERIFY EXACT LOCATION WITH OWNER. WATER METER BY OTHERS. 1 '/r} REDUCED PRESSURE BACKFLOW PREVENTER W/ PRESSURE REGULATOR AND "WYE" STflAINER $ET@ '!? AVAILABLE STATIC PRESSURE !'lb IRRIG. SYSTEM DESIGNED $,:! 7 GPM @ 3ff" P.S.I. 182 \ " ' " " "-..__, ' " ' ' ' ' " .~-.... ., ... .. ··,,;,-("-~· -.... ·,-· • ::w:+4mio1--+-\-f\:::;;;:,..=:.__ _.....-EXIST. 24" FORCE MAIN ' ' ' ''··-······••--~-...................... ,, ........................ , .... _ ......... ,,..., __ ,_,,,,., _ II) ..... • 0 z: E :::c en lo.I ~ -----FM---------£. ,------......__ --............__ __ _ ...16J+~ V) C, 60+2~~~ -182+90.90 CARLSEWl BLW:-- (NORTHBOUND) -il+55.29.A'lEMDA~ =182+90.48 CARI.SEW) BLVO. (SOUTHBOUND) ...... CARLSBAD BLVD. -~OUTHBOUND . , .. , .... ,.,, ... , ....................... ,,,, '"'"·-~---..... , ...... , ,, ....... __ .. , ....... " NO. (1) BASELINE DATA DELTA OR BEARING RADIUS LENGTH I N 1728'45" W --760.68' I ~ I I DESIGNED BY: ____ DATE: --~--" BUILT " I NO. 32014 EXP. 12/31/98 CALI 7220 Av~nido Encinos Suite 204 Ccrl'5bad, Californi,:i 92009 619-9:ll-7700 F,:i)<:619-931-8680 Civil Enginl!;~r"ing Pl.:innir,g Proi:essing S1.Jrvoyin9 DRAWN BY: SCALE: 1" • 40' PROJECT MGR.· JOB NO.: ___ _ DATE: RCE: ,fri/11· · EXP. t/l!:IJ/4 J DATE REVIEWED Bl k. g~ 1·1·1:1 INSPECTOR DATE :1, -.-··· .• .. TE; ALL POTA!Bl!: AND R:ECl:,f.lMED'WATER' ERVICE-1,INES ARE LOCATED WITH IN;T_tl~-STREET APPROXIMATELY 7' FROM THE FACE 0,'?.:fURB ON THE OPPOSIT~ S)DES OF THE STREEy rs~e CIVIL : ENGINEERING ·eLANs FOR.EXAC""F LO\.:"ATIONS:,,_THE . _WATER SERVICE.,LINES ARE FOR AcFE_AENCE ONI.::! AND ARE SHOWN DIAGRAMMATICAC.LY.) ·, ' •. · APPROVED FOR PLANTING AND IRRIGATION ONLY, . INCLUDING ERECISE. .. LOCATION OF PLANTING AREAS. NOTE: Rr(vate lots shall be protected from contact from reclaimed water, whether by wind-blown spray or by direct application thrpugh irrigation or other use. Lack of protection, whether by.design, construction practice or system operation, is strickly prohibited. ------1----~ 17J , ...... ,..,., .. ' 80' '·•··· -·, --- )"'"" '., ........ ,, .•... ,. ,. --. . .. _..,..,.... -~-...... • ·--.-.~~----~--=-~------~_:;:'.~-o-",_,,, ~-,..,·-~-.... ----"".'.'.'.c.=l-----·-~~-·-•-.... ,,, · Afl'PROVED FOR 'PLANTING AND '11R'RIGATION ONLY.· ·-.. -~ ........ ::::.:::='" 'tNCLUDING PRECISE LOCATION OF PLANTING AREAS. ... '-"'°'oSCAPt -'I ,,_,<;> ,;. TESH14. ,?C'~ ' CAUIIQH l1 ~<;) ~1~ . -. TESHIMA DESIGN GROUP f 1011~ IU& ~ CONTRACTOR TO VERIFY LANDSCAPE ARCHITECTURE EXACT LOCATION OF EXISTING LAND PLANNING ~,gnati.ire UTILITIES IN THE FIELD ~ RonOat~·M"%)* PRIOR TO CONSlRUCTION 9903 Blll11De"8p,uk A..e., Suite C 16-, .• , ./.:,i. San Diego, CA 92131 u';; "'" ~ .,, . ~ Telephone; (619) 693-8824 l"( OF CIILlt<:l IRR'tGATION PLAN FAX:(619)693-1182 ·. I S~Es I CITY OF CARLSBAD ~ ?i-r.1..-4' p.e,. JI..\ /e>. E:Ull ... j Id. .'7,4• II< PLANNING DEPARTMENT ' ' . I LANDSCAPE PLANS FOR: CARLSBAD BLVD. NORTHBOUND /J APPR~ -~ _b__J //.z/-fL/ ASSIST i'J\IT l"LANNING DIRECTOR . . DATE ,--- /,\ DWN BY: I PROJECT NO. I DRAWING NO. DAT£ INITW. DATE INITIAl. DATE INITIAl. CHKD BY: CT 94-01 REVISION DESCRIPTION OTHER APPROVAL CnY APPROVAi. RVWD BY: 337-9L ENGINEER OF WOR1< CMWD 94-503 Dote: 05/09/94 Time: 09:08 PC #2 >IL<"C:\JOBS\92 I Ol 6\9215G14.DWG C C. ~ --- ~ t') -i; NO. 32014 ,;.,: '&! EXP. 12/J1/9Z fiJ * ~ c~~:?rs DESIGNED BY: DRAWN BY: PROJECT MGR: 7220 AvMido Eneil'l~S Civil Er"lgineeril'\g ENGINEER OF WOR.K: • Suite 204 F'IGnning Corlsbod. C1;1lifornio 92009 Processing 619-931-7700 Su~veyln9 ~OX;619-931-8680 "~UILT" DATE: SCALE: 1· • 40' ~-) -'J/1¥J./tf7 JOB NO.: n/CM. 1~ EXP. ~/_'f1 DATE REVIEWED BY: L.-.'R>I~ 4-·1-11 DATE: I RCE: INSPECTOR DATE ,. 25."I BENCHMARK: DESCRIPTION: STANDARD DISC SET FLUSH IN NORTHEAST CORNER OF BRIDGE ABUTMENT LOCATION: ABOUT 4.5 MILIES SOUTH OF CARLSBAD ON CARLSBAD BLVD. NORTHBOUND LANE ON PONTO STREET OVERPASS BRIDGE NO. A7884 RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA BOOK,, PAGE 135 NO. DC 0147 ELEVATION: 50.558 M.S.L ---··---·-··---· _,,, ___ ,,,, __ ,,_ NOTE: o· 10· j..j 5' 40' 20' SCALE: 1" = 40' CAUTION !! CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION --·,------ Private lots shall be protected from contact from reclaimed · water, whether by wind-blown spray or by direct applk;atiC!_n through irrigation or other us~. Lack of protection: wh~ther 1 by, design, construction practice or system operation, 1s ;strickly prohibited. TESHIMA DESIGN GROUP LANDSCAPE ARCHITECTURE LAND PLANNING 80' APPROVED FOR PLANTING A,No IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. 9903 Buslnessparli: Ave., Suite C San Diego. CA 92131 Telephone: (619)693-8824 Fl\X:(619)693-1162 IRRIGATlON PLAN . -' . IT] CITY OF CARLSBAD ~ !>~11)..-'17 t,,e,, IO.. 16 tt.111.2 o:,,M-I _,...., 9 PLANNING DEPARTMENT . LANDSCAPE PLANS FOR: DESILTATION BAStN .,,, . /J APPRO':_r;;;:5?/Jf /(·Z.1-f~ -ASSISTRfr PlANNING DIRECTOR DATE I,\ OWN BY: DATE INITIAL PROJECT NO. DRAWING NO. DATE INITIAL DATE: INITIAL CHKD SY ENGINErn a, WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL. RVWD BY: CT94-01 337-9L Date: 09/13/94 Time: 09:58 ~c 12 FILE=C:\JOBS\92101€\921BG12_DWG CMWD 94-503 • '~j .. :I_~.:.~:: - ' i l ,,:_ ... i!!fJ;}} : i1l. \~:-P/4.r· ·~{@; : · P., . ·AflPvitlf# ,~.,.,,,., · rt11 i l;1·.:;.::~-r"'c1.; ~ E\ ~··2't~~_t _\;::: ;':-j _,.. ·"-'I-¥'"' ==;:;;';;:'.' .. +-', ,,,, •• --••• -, ---- -... ,.,,, ........ ';-\".';i;i:: i' •~·.'.;,. ,,,J,,. • -'l ." ,_ • , .-I . P')~~~ ...,--=,.-·.::,::::~\ -~ . ,:,' ! i ~ "'' , . '. ·· __ .; '··\. , ·~·t.;•,:~;:~·' .. -, _:;~::(7'-:.~_;,.-.t:::,j~r~; .. :' -.--iir .. •'···,F~--'·, ,.,.-:;:'.-~.ft.!,-.,~~~;.f</?/ I ) ~-• -~•,;_,:~~s"~?:~•.~~~1=:~_ • ! If~' .. KEY MAP. NOTES-; 1. SEE SHEETL"13,f0fl l'RAJGATION LEGEND. 2. ALL MAINLINE$ $HALL BE INST Al.LEO OUT OF STREET RIGHT OF WAY, 3. ALL MAINLINES SHALL BE LOCATEO A MINIMUM OF THREE FEET ABOVE THE TOE OF SLOPES. 4. ALL IRRIGATION PIPE SHALL. BE INSTALLED UNOER BROW OITCH!i;S (TYPICAL) l · TESHIMA DESIGN GROUP LANDSCAPE ARCHITECTURE LAND PLANNING NO. 32014 j EXP. 12/31/H /;:J . . r-?:~:is 7220 Avenidc Encino:s Civil Engin~~dng Suite 204 Plonning 9908 B, l tsspmk Aw., Suite C san Diego, CA 92131 Telephone: (619) 693-8824 FAX:(619)693-1182 * ~ C<:1rlsb,:i(j, Coliforn;,:i 92009 Proee-s,inq 619-931-7700 Surveying Fax:619-931-8680 • . DESIGNED BY: DATE: DRAWN BY: SCALE: ]" = 10' PROJECT MGR.· JOB NO.: DATE: RCE: l'{dt&!'.~ • M ~.,,J L-1111$' Of ~r,PG · ,, "t~ILT ~VJ. . 12/~'i<, DATE !h:-., (45G, EXP~,~,,, REVIEWED BY: L-.tdML 4:·1·11 INSPECTOR DATE .1 DESCRIPTION: STANDARD DISC SET FLUSH IN EAST CORNER ON NORTH ABUTMENT OF EAST BRIDGE LOCATION: APPROX-300 FEET SOUTH OF SOUTH ENTRY TO CARt.SBAO STATE PARK 40 FEET EAST OF CENTERUNE OF NORTH BOUND CARLSBAD BLVD. ON PONTO STREET BRIDGE NO. A7882 RECORD FROM: NOR"rn COUNTY VERTICAL CONTROL DATA BODK, PAGE 135 NO. OC 0147 ELEVATION: 50.558 M.S.L. /'2./2/ ,11~ II. u t . DATE INITIAL ENGINEER Of WORK I J,..~ .4. In, Lc-i1 d /,_, ::,. ' NOTE: ' \ \ ,1' REVISION DESCRIPTION Private lots shall be protected from contact from recla<med water, whether by wind-blown spray or by direct applicati011 through irrigation or other use. Lack of protection, whether by design, construction practice e>r system operation, is strickly prohibited. 2· 'J-<9''7 Lr, ' DATE INITIAL DATE INITIAL OTHER AP~ROVAL CITY APPROVAL ' TE: ALL POTABLI='. AND RECt.AlMl;O'WATE . EAVICE:-L,INES AAE LOCATEO WITH iN.:T!:i~-$TAEET APPROXIMATELY 7' FROM THE FACE 07,'.:f URB ON THE O.PPOSITE SIDES OF THE $TREE~T fSE;E CIVIL ENG.INEERING'l;'LANS FOR.EXACT 1,.0 l\.TIONS.,THE _ WATER SERVICE,LINES ARE FOR RE E_RENCE ON~ AND ARE SHOWN DIAGRAMMATICA,!'.LY. )·, -, ~ CITY OF 0 PLANNING '.LANDSCAPE PLANS FOR: CAUTION U CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION o· 1'0' 40' -----5' 20' 80' SCALE: 1" ~ 40' IR RIGA Tl ON Pt.AM CARISBAD ~ DEPARTMENT . . CARLSBAD BLVD. - APPROVZ.<.::' di 11~2/-~ ASSISTAlllT PLANNING DIRECTOR OATE DWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: RVWD BY: CT 94-01 337-9L CMWD 94-503 Dote, 05/D9/94 J;m,: 09:14 PC #2 nLE•C\J0BS\921016\9216G15.DWG ~.(!)------©.---, i 3 4 .• 2•-s• .. ,.. 3 ... NOTE: ~ fr ;; 1· • .--+++..---CONTROLLER 0· , . REOUCEO PRl:SSURE TYFE (]. PVC PRESSURE PIPE IIACKfLOW llcVICla ASSl:.Mal. Y (SU SPECS.) (llil SP~. ANO Wli;."O) @· ~ 11o•eLL ©· PRESSURE.REGULATOR . teu $11EC:j, Kr AT601'$Q @· ~ PiJI L0CAL· cooi. ©· Y•liTRAIHER (SU il'iCa. AHO L&CiEMO) ®· CONCRETE FOOTIHQ (4• WIH) ' ' 2000 PSI @• IRA$$ ~. CTYP.) @-CQl,LPACJ GUSQH.Ulla ©· BRAS$ UkMlN ®· FINISH CilW)E f ©· 111V.SS &HORT NIPPL& CTYP.) @ • 1• MIN, 0-BRASS RISER (LEH"lii Ai flcQIJIIW)J ···@. SU specs. FOR OEPTHS NOTES: ,. 3. EXCEPT AS SHOWN. 1116le SHAU. Be NC FITTINGS OR CONNECTIONS TO OTHER FACIUTIES BETWEEN THE I.IETER AND THE . B.ACKFLOW ASSEMBLY. lliE BACKA..OW >.SSEMBI. Y MUST BE INST AU.ED A MINIMLM OF SIX INCHES (6") ANO NOT TO EXCEED A lolA)(IMUM o,; TWO FEET (2.') FROI.I THE MEfER EXCEPT WHERE TtilS WOULD REQUIRE-THE BACKFLOWASS~Ml;ll.-Y TO BE INST AI..LE,D ~ 11,lla PUBLIC RIGHT-01<,-WAY."IN WHICH CA$£, TI-+ 3ACKFLOW A.SSEMBLY MUSTBE'NSTALLED I\ I.IAXJMUM OF lWO FEET (2') INSIOE 'THE PROPERTY LINE. THE 8ACKFLOW ASSS.l,(Bl. Y MAY NOT UNDER NlY CIRCUMSTANCE, BE INST AUED IN 1HE PUl3UC RIGHT-Of.WAY. 1. 2, INSTALL IN EACH ENCLOSURE, ONE 1'5 WATT INCANDESCENT LAMP IN A TWO PRONG PLUG-IN LIGHT SOCKET. PLUG INTO RECEPTACLE • A 15 AMP (LIIN.) CIRCUIT IS HEQUIRED AT EACH DOUBLE RECEPTACLE 020V) . . SIDE VIEW 3" PVC SCH. CONDUIT ' I' ,__ __ 90 DEGRE!: SWEEP ELL ,, _ _.,_ ___ PULL BOX•STD. DWR SDE•1D 2"TYP. 3"·2" 11· FINISH GRADE 90 DEGREE SWEEP ELL ~ 11 S'TYP. . z· ANCHOR BOLTS 1/2" DIA., 4" LONG CADMIUM Pl.ACED, HOOK LENGTH 1" (4 PLACES}; 11/2" X11/2" X 1/4" GALV. STEEL ANGLE STIFFENERS. SECURE CONTROLLERS AND BACKBOARD W/ CAOIUM PLATED 3/16" STOVE BOLTS 6 PLACES MIN. SET STIFFENERS 6" APART. . CONTROLLER POWER ON-OFF SWITCH FOR CONTROLLER CONDUIT (TYPE T) DOUBLE RECEPTACLE (GROUND FAULT TYPE). 3/4" RIG!D STEEL CONDUIT 314" EXTERIOR GRADE AB PLYWOOD BACKBOARD. PRIME ANO PAINT WITH 2 COATS EXTERIOR COi.OREO ENAMEL. PAINT BOTH SIDES ANO ALL EDGES. TYPE K HARO OR lYPf L HARD COPPER OR BRASS WITH SOI DER JOINTS OR ll-lf\SAOeO FITTINGS MUST BE USeD BETWEEN Tl-IE METER AND TI-IE BACICFi.OW ASSEMBLY, PRECEDING THE NI W6ER ONE SHUT OFF \/JJ.ve. CONNECllON MUST BE MADE WITH A COPPER OR aBASS RtSefl_TQ A COPPER OR BRASS 90 ELBOW. SHUT OFF VALVE MAY BE PRECEDED BY A CO?PER OR BRASS NiPPt..E ANO.OR A BRASS UNION. RISER MUST BE Of SUFFICIENT LENGTH THA Tll-lE BOTTOM OF TI-IE EIACKFLOW ASSEMBLY IS TWELVE INCHES (12') TO THIRTY-SIX INCHES (361 ASOVE GRADE IN AN AAEA NOT SUWECTTO FLOOOlNG. @1--C_O_N_T_R_O_L_L_ER_IN_• _E_N_C_L_O_S_UR_E _______________________________________ -.,..,..~_ N.T.S. 5. FOl.lOWlNG Tl-IE NIJl,l8ER TWO SHUT OFF VALVE, THE CONNECTION MUST 8E MAOE WITH A COPPER OA BRASS 90 ELBOW TO A COPPER OR BRASS RISER TO A COPPER OR BRASS 90 ELBOW SHUT OFF VALVE MAY BE FOLLOWED BY A COPPER OR BRA.SS NIPPLE ANO/OR A 8AASS UNION. RISER MUST BE OF SUFFICIENT LENGTH THAT THE BOTTOI.I OF THE BACKFLOW .t,S$EMBI v IS TWEl.VE INCHES (121 TO THIRTY.SIX INCHES (:lll1 AOOllla GRADE IN AN AREA NOT 61.18JECT TO FLOODING. o. 7. IF Bl,Cl(FLOW AASEMBt Y IS TO BE INST,\LLEO ON A SLOPE WITH A HORIZONTAL TO VERTICAL RATIO OF 4:1 0A GREATER. A TWO FOOT (2") HIGH RETAINING WALL MIJST BE BUILT SURROUNDING THE A.SSE.1.181.. y ON THREE SIDES wrTH THE OPENING ON TI-IE DOWN SIDE Of lHE SI.OPE. "TH.ER,: ~1•JST BE A MINIMUM iWO FOOT (2") HORIZONTAL CLEARANCE BETWEEN THE Rf:T AINING WALL~ TH,E ~KF.LOW 1\S.$EM6L Y. ASSEMBLY MUST BE LOCATED IN /W AREA NOT SUBJECT TO FLOODING. 0NL Y THE REOUCEO PRESSURE PRINClf'LE BACl<FLOW PREVENTION ASSEMBl..lf;S WHICH HAVE BEEN APPROVED BY, T],E STATE OF."CAUl'OFWIA DEPAATMa,roF HE'ALTH SERVICES MAY BE USED ON WATER SERVICES Wll}ilN rue CARL.SeAO MUNICIPAI.WATEROISJRICT. - BACKFLOW PREVENTER ONSTALL PER C.M.W.D. STD. DDWG. W-20) • SECTION N.T.S. G) _ REMOTE CONTROL VALVE (SEE SPECS.) © -PVC SCH 80 NIPPLE (TYP.) (LENGTH AS REQUIRED) G) -REMOTE CONTROL VALVE (SEE SPECS.) ® -SOLENOID @) • PVC PRESSURE PIPE (SEE SPECS.) (V -PVC SCH 80 NIPPLE {TVP.) {LENGTH AS REQUIRED) G)-B.1/LL VALVE © • PVC SCH. 80 UNION ® • PVC SCH 40 45° ELL {$XS} (TYPICAL) -Ill: 111115 = IIIIIE 2 0 · PVC SCH 40 FEMALE ADAPTER (TYP .) @)-FINSH GRADE IN TURF, 1" IN G.C. ®-1 CU, FT. {MIN.) PEA GRAVEL SUMP @)· VALVE BOX W/PUR'P1.E LIO@) •COMPACTED SUBGRADE (SEE SPECS.) 0 -BRICK OR CONCRETE @)-SHORT PVC SCH. 80 SUPPORTS ON COMPACTED NIPPLE (LENGTH AS REQ"D) SUBGRADE (TYP,) ©.PVC PRESSURE PIPE {TYP:l(SEE SPECS.) lg) -SEE SPECS. FOR DEPTH ® n r-------1 10 ®. SOLENOIO ® _ WATERPROOF WIRE SPLICE CONNECTORS (SEE SPECS.) (v . PVC SCH 40 FEMALE ADAPTER (TYP.) @) -FINISH GRADE (FLUSH IN TUAF, 2" IN GROUNOCOVER) ® -WATERPROOF WIRE SPLICE CONNECTORS (SEE SPECS.) © -CONTROL WIRES; BUNDLE AND TAPE (WI 4 FEET MIN. EXTRA WIRE) @) . PVC SCH 40 FEMALE ADAPTER (TYP.) 0 . FINISH GRADE (FLUSH IN TURF, 1" IN GROUNDCOVER) ®E 1-· _B_A_L"""'Lc..V..;.;A;_;;· =LV.;;.;E __________ -:',S,.,,.EC....,T_IO __ N ___ N.T.S. ® QUICK COUPLER © . CONTROL WIRES; BUNOLE AND TAPE (W/ 4 FEET MIN. EXTRA WIRE) ® _ PVC SCH 80 UNION © . VALVE BOX (SEE SPECS.) W/PURPLE LID 0 . PVC PRESSURE PIPE (SEE SPECS.) @ . UNDISTURBED I COMPACTED SUBGRAOE @ . BRICK OR CONCRETE ·suPPORTS @ . 1 CU. FT. MIN. PEA GRAVEL @ · SEE SPECS FOR DEPTHS @PVC NON•PRESSURE PIPE ©. _M_A_ST_E_R_V_A_L_V_E ____________ SE_C_T_IO_N N.T.S. 7220 Avenidc:i Ene:in(I, Sult@ 20-t- Cor19bo(j. ColifDr'riia 92009 619-9.)1-7700 Fox:619-931-515130 Civil En,qir'lft-r"lnq Plonni~ Pi-oee:,:iinq Su,..,,.,.yi~ @) • PVC SCH 80 UNION © · VALVE BOX (SEE SPECS.) W/PURPLi: LID 0 • PVC NON-PRESSURE PIPE (SEE SPECS.) @ . PVC SCH 40 TEE (SSS) OR ELL (SS) ON MAINLINE @ . UNDISTURBED I COMPACTED SUBGRAOE 0 . BRICK OR CONCRETE SUPPORTS @ .1 CU. FT. MIN. PEA GRAVEL © . SEE SPECS FOR DEPTHS @ REMOTE CONTROL VALVE SECTION N.T.S. DESIGNED BY: DATE: ___ _ "AS-BUILT " DRAWN BY: SCALE: ]" '" 40' ---- PROJECT MGR.· JOB NO.:. ___ ~ I 1------------------i P.(. __ _ EXP, ___ _ ENGINEER OF WORK: REVlEWEO BY: OATE: RCE: INSPECTOR DATE DATE BENCH'MARK: DESCRIPTION: STANDARD DISC SET FUISH IN fAST CORNER ON NORTH ABUTMENT OF EAST BROG£ LOCATION N'PROX. JOO FEET SOUTH OF SOUlH 0ITRY TO CARLS8AO STATE PARK 40 FEET fAST OF CENTERLINE OF NORTI-i BOUND CARL.S13AO BLVD. ON PONTO STREE I BRIDGE NO. A7882 RECORD FROM: HORTH COUNTY VERTICAL CONOOL DflTA BOOK •. PAGE 135 NO. OC 0147 ELEVATION 50.556 11.S.L APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING~ LOCATIO!-f OF PLANTING AREAS.. . ,,, i».TE --ENGlNEER Of" WORK REVISION DESCRIPTION TESHIMA DESIGN GROUP LANDSCAPE ARCHITECT.m& LAND I'LA,.'iNING 9903 Buslnewpa,:k Ave •• Suite C San Diego, CA 92131 Telephone: (619) 693-8824 FAX:(619)693-1182 00.TE 8'1Ni. Dl!TE 8'1Ni. OTHER .IPPR:0\/Al ctrr APPROVAJ. 1 •COMPACT SUBGRAOE 2 • QUICK COUPLER KEY WISWIVEL 3 • QUICK COUPLING VALVE (SEE SPECS) 4 • FLUSH IN LAWN, 3" IN G.C, 5 -6" TO 12" MAX. FROM EOGE OF CURBS, WALKS, ETC. 6 • SCH 80 PVC THREAOEO ELL 7 • 12" SO. x 12" DEEP CONCRETE FOOTING ON UNDISTURBED SUBGRAOE 8 • 12" LONG RED BRASS NIPPLE 9 • PVC PRESSURE PIPE 10 -FINISH GRADE SECTION N.T.S. IRRIGATION DETAI.S CTrJI CITY OF CARLSBAD II Slims I : PL.ANNING DEPARTMENT : J 5 LANDSCAPE PLANS FOR: POINSETTIA SHORES - Af>PR,--?;::;; l/J-11-21~9%: ASSISl'Al<I C 'PLANNING DIRECTOR IOWN BY: 11 PROJECT NO. I DRAWING NO CHKD BY: CT 94-01 RVWO BY: 337-9L Alf -C:\ JIJff.;\ ,~un fi\.971GG'7JJ(I; ., I. ~ --. - • © 0· GEAR DRIVEN SHRUB ROTOR l (ADJUST HEAD PERPENDICULAR TO SLOPE) ®· PVC SCH 80 RISER (LENGTH AS REQUIRED} . --© 9 ©· • SEE SPECS. FOR DEPTH 1 ©· SWING JOINT ASSEMBLY t (2 MARLEX ST. ELLS) 2 ©·· 10" MIN. FROM FINISH GRADE I ©· PVC NONPRESSURE (LATERAL) LINE 11111= --(SEE SPECS.) = /~ = • 6 0· PVC SCH 40 TEE (SSn OR ELL (Sn ® @ • 6" • 8" FROM HEADER, WALL ETC, ® +3 • REBAR WITH (2) CLAMPS. (RISERS 12" AND TALLER) ® 0 ROTOR POP0UP HEAD © 3" MIN., 6" MAX. FROM EDGE OF HARDSCAPE ELEMENTS © SEE SPECS. FOR DEPTHS © © SWING JOINT ASSEMBLY (1 SCH 80 NIPPLE AND 3 MARLEX STREET ELLS) ©ANGLE MAY VARY WITH HEIGHT OF HEAD © POP-UP BODY (v-1• IN SHRUB AREAS; AT © FINISHED GRADE IN TURF AREAS © PVC TEE (SSTI OR ELL (ST) @) PVC LATERAL LINE {NON-PRESSURE, SEE SPECS.) 0· ©· ®· ©· ©· ©· SH'AUB SPRAY HEAD W/ ADAPTER (ADJUST RISER PERPENDICULAR TO SLOPE) ANTI-DRAIN SPRING CHECK VALVE PVC SCH 80 RISER / NIPPLE (TYP,) (LENGTH AS REQUIRED) see SPECS. FOR DEPTH SWING JOINT ASSEMBLY (2 MARLEX ST. ELLS) 10· MIN. FROM FINISH GRADE 0 · PVC NONPRESSURE (LATERAL) LINE (See SPECS.} © · PVC SCH 40 TEE cssn OR ELL (Sn i © · 6" • 8" FROM HEADER, ETC. i @)-#3 REBAR W/ GALV. CLAMPS © 8 0-POP-UP SPRAY HEAD (SEE SPECS.) ©· SWING JOINT ASSEMBLY (1 SCH 80 NIPPLE AND 3 MARLEX ST. ELLS) ©· ANGLE WILL VARY WITH HEIGHT OF POP-UP BODY) 0· PVC SCH 40 TEE (SSTI OR ELL (ST) © • PVC NONPRESSURE LINE (SEE SPECS.) © • 2" MAX. FROM CURBS, WALKS, ETC. A_..,.J_L~:'.'.:J::=-t..:=s·-,lf--©· AT FINISH GRADE IN TURF AREAS, "" 1" IN SHRUB AREAS © · SEE SPECS. FOR DEPTH 'fi:'__._R_O_T_O_R_O_N_R_I_S_E_R ___________ S.;;_;E;;_;;C....;_Tl=O.;.c...N \!::!) N.T.S. @--R_O_T_O_R_P-"O_P_-U'-P-------------=~=-=~-=-~;:...:.._10=N.:....· _ ©; SHRUB HEAD ON RISER SECTION N.T.S. @ SHRUB POP-UP SECTION N.T.S. 1nnluATI0N LEGEND SYMBOL . 14 1 3 1 2 F DE~Rlr-I IVl'I i'O"F'A'e'1 Unt:.R/MuDEL w I ~I ,. HRUB POP-UP TORO/ 570Z Sl-6P-CV-15-X W/ PURPLE uAP Ill) ( w I>< ,HRUB POP-UP TORO/ 570Z Sl-6P-CV-X12W/ PURPLE 1 ;AP l(IJ I ~ u: SHnUB POP-UP TORO I 570Z Sl-6P-.,V-10-X W/ PURPLt: uAr-- (• .. \ ... SHRUB POP-UP TORO/ 570Z Sl-6P-;V-8-X WI PUHt'LE CAP l I t611 I] SHRUB POP-UP TORO/ 570Z Sl-6P-...;V-5-"' vv/ PURPLE CAP l SHRUB POP-UP Tt 1R1, / 570Z Sl-6P-CV-4EST-X W/ PURPLE .,AP SHRUB PQP-UP TORO/ 570Z Sl-6P-CV-4SST-X W/ PURPLE 1 AP '¥ ,.,. V X SHRUB HEAD ON RISER TORO/ 570S -15-X W/ PURPLtc uAP 7 ,,;I V t><l SHRUB HEAD ON RISER TORO/ 570S -12-X W/ t'tlRPLE CAP <:b -El 0 0 SHRUB HEAD uN Rl::sER 1 uRu / 570S -10-X W/ PURPLE CAP • .. .. .... SHRUB HEAD ON RISER TORO/ 570S -8-X W/ PURPLE 1,.,AP IQ 'Eil □ SHRUB HEAD ON RISER TO Ru/ 570S-5-X W/ PURPLE t :AP II SHRUB HEAD ON Rl::;ER Tu Ru/ 570::i -4t:::i 1-x W/ PURPLE t.:AP m SHRUB HEAD 11N RISER !ORO/ 570S -4SST-X W/ PURPLE CAP (h,) POP-UP ROTOR HUNTER/ PGS-ADJ-3(Ul & 51H) Nl )/. t'lJHt'L F 111 -Ji! !Ol -POP-UP ROTOR HUNTER/ P1..:1M-12-A·V PuRPLE TOP ..,. <Sj> <;> • ROTOR ON RJsER HUNTER/ PGM-00-A-V PURPLE TOP r::::::::::::I : ·:·:;:::r: ···; .•.•-·r··;1 ::SUBTERRANEAN DRIP GEOFLOW / EQUALINE Eu16-4-18 Iii ON GRADE BUBBLER TORO I 570S-89-1729 :,, -lflB' UL DE:sCRIPTloN lA"Ar1UFA\..TURER/M ~ WATER METER SEE CIVIL DRAWINl:>::; 0% ~ R/P BAvKFLuW PREvENTOR FEBCu 825-Y vv/ 500 YS PRES. RED. lii,;I AUTOMATIC CONTROLLER IRRITRuL / MC+ SERIES LOCATE IN HYDROSAFE/ HS2-Mt.:X RAIN SHUT uFF DEVlvE WCS I "RAIN GUARD" #Hl.j ~ MASTER VALVE GRIWALD 2000 ::;1::RIES REMuTE L.;UNTnOL VALVE RAIN BIRD/ P.1:.1:S.-PRS SERIES DRIP REMOTE CONTROL VALVE RAIN BIRD/ P.E.B. SERIES ~ DISK FILTER NETAFIM / DFV-100-140 DRIP PRESSURE REl:>ULATUH SENNINl.jER / WADE RAIN/, .-LE • DRIP LATERAL END r-Lu::;H NETAFIM / #11-09948 MOLJEL 7 • AIR RELEASE VALVE NETAFIM / #L-8000 • _,1UluK COUPLER VALVE NELSON 7645 W/ KEYS )( BALL VALVE KING BROS. LO-TuRi LIE VALVE BOX CARS11N 11R EuUAL VI PUHPLE LID ;uNTR1JL VVIHE DIREt.: I t:SLJRIAL -----MAINLINE (PVc.; PIPE ALERT-LINE 1 ;LASS 315 LATERAL LINE !Pv1 . JI t'I:: J ALERT-LINE uLA::;::; 200 PVt.: --SLEEVE (PVC PIPE, sc;H 80 PVC SLEEVE@ STREET, ~--::;CH 40 PVC SLEEVE @ ELSEWH -.H RAD PSI F 1 2 13 14 DETAIL 13 • 15 30 3.60 1.65 1.10 0.85 D/12 10 -12 30 2.19 1.09 0.72 0.5 D/12 8 -10 30 1.49 0.71 0.52 0.4 U/12 5-8 30 1.00 a.so 0.30 0.24 D/12 5-8 30 0.39 0.19 0.12 0.09 D/12 4 X 15 30 0.45 D/12 4X30 30 0.90 D/12 13 -15 30 3.60 1.65 1.10 0.85 U/12 10 -12 30 2.19 1.09 0.72 0.5 D/12 8 -10 30 1.49 0.71 0.52 0.4 D/12 5-8 30 1.00 0.50 0.30 0.24 U/12 5-8 30 0.39 0.19 0.12 0.09 D/12 4 X 15 30 0.45 D/12 4X30 30 0.90 D/12 23 -35 35 2.20 A/12 13 -34 30 .8 • 4.3 .4 • 2.3 .22 • 1 B/12 13 -34 30 .8 -4.3 .4 -2.3 .22 -1 A/12 NA 10 -45 1 hPH H & 1,/13 NA 40 0.45 D/12 REMARKS DElAIL 2" :-.IZE A/L-11 11/2 BA ...;KFLuW DEVlt.:E B/L-11 SEE PL !\N L/L-11 TO BE ASSEMBLED BY HYDn ·APE P, 1■11111~ INSTALL (11 PER CONTR. & PER MANUF. AECOM. 'INLINE SIZE D/L-11 slZE AS SHuWN F/L-11 SIZE As SHOWN INSTALL PER DETAIL A/13 INSTALL PER DETAIL .. IN~ TALL PER DETAIL E/13 IN! TALL PER DETAIL K/L-2 1" ,IZI: -NON-1-'OTABLtc E/L-11 LINE SIZE, SEE SPECS. D/13 EE SPECS. :FE SPECS/ 11 J BE IN:-; 1"ALI 1-1 J IN '"'' y --~ UNDER ANY HARDSCAPE 1" -11/2" = SCH 40; 2" -21/2" = CLA;:;S 315 SEE SPECS. 2 TIME;:, DIAMtc 1 ~Hur-t'lr--tc Tu l:St: -• ---:Vtcu 2 TIMES DIAMETER OF PIPE 11, BE SLEEVl=D ....--SIDEWALK .---METER BOX WtMETER CURB-- 12" MINIMUM 10' MtNfMUM TO POTABLE MAINLTNE IN STJrnc,~=7'-.. RECLAIMED WATE!i.JBRIGATION MAINLINE W!SLEEVE -- NOTE: 1/t!RnCLE CLEARANCE OF 12" MINIM(JM IS MANDATORY VIHEN CRO$S/NG PATH OF A,POTABL.E WATER UNE. INSTALLATTON OF RECLAIMED WATEFl tRRIGA'OC:JN MA/MINE 2-<" FROM FACE OF SIDEWALK WTU. PROVIDE THE NECE$SARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAIM.INE IN THE STREET. POTABLE SERVICE LINE CROSSING -•·- SECTION N.T.S. TESHIMA DESIGN GROUP l-ANDSCAPE ARCHITECTURE LAND l'LANNING 9903 Buslnesspwk Aw .. Suite C San Diego. CA 92131 Telephone: (619) 693-8824 FAX:(619)693--1182 -·~ ' " F . . STREET SURFACE ---, .. . POTABLE MAINLINE 3 5 FE"'T (SEEIMPROVEMENTDRAWINGSJ7 •. -. ' . • -r ... . t '9 12" MINIMUM REQUIRED VERT/CLE SEPARATIONi_ ~ECl.AIMED WATER IRRIGATION MA/NUNE({} ... ~--•--SLEEVE .. NOT£: ALL RECLAIM!:OWATER IRRIGATIOIV PIPE A/VD SLEEVES SHALL 81': PURPLE: ANO LABEU:O AS SPECIF/1':0 IN: ""STANDARD SPECIFICATIONS FOR P.''llVATE IF/R/(3AT/0N SYSTEMS" "CARLSBAD RECLAMATl0M8ULES AND REGULATION$ FOR CONSTRUCTION OF RECLA/1-fEO WATER MAIN$" JUN/': 1991 POTABLE MAINLINE CROSSING SECTION N.T.S. APPROVED _fOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE. LOCATION OF PLANTING AREAS .. · IRRIGATION DETAILS & LEGEND ..... ~ J. BENCHMARK: CTIJI CITY OF CARLSBAD IISH£!TSI : PLANNING DEPARTMENT : Z~ -NO. 32014 ~ DIP. 12/31/911 f:: * ~ 0"~ CONSULT~S 7220 ~ida £nci™'111 Civil (l'\91neerin9 Suite 204 Pionn!nq Car1!1h(l[:I. Cc;.lifornio 92009 Proc-1111ing ~19-931-7700 Sllrwtying fcu,::titS-931-8"0 ._ __ -- DESIGNED BY: ORAWN BY: PROJECT MGR: ENGINEER Of WORK: "AS-BUILT .. !».TE: SCALE: 1" • .a' JOB NO.: P.E. EXP. DATE REVIEWED BY: !».TE: RCE: INSPECTOR DATE -~---··········· DESCRIPTION: STANDARD DISC SET FUISH lN EAST CORNER ON NORTH ABlJTMOO OF EAST BRIDGE LOCATION APPROX. ;,()(] FEET SOUTH Of SOUTH EN1R'I' m CARI..SIWl SfAlE PARK 40 FEIT £AST OF CENTERUN( OF NOR™ BOUND CARI.SS\D Bl.YO. ON PONTO SIREEf BRIDCE NO. A7BB2 RECORD FROM: NORTH COUNTY VERTICAL COKTROl ll,\TA BOOK. PAGE 135 NO. 0C 0147 ELEVATION: 50.558 11.S.L .».TE '"ITIAL ENCIN£&R OF" WORK /,\ l»-TE ""1W. REVISION DESCRIPTION OTHER APPROVAi. LANDSCAPE PLAN$ FOR: POINSETTIA SHORES ........... 7"J APPRr ~4). /{~2/-7tj ASSISTANTPLANNING DIRECTOR DATE OWN BY: I I DRAWING NO. PROJECT NO. IMlE INfTlAI. CHKO BY: CITY APPROVAi. RVWO BY: CT 94-01 337-9L CMWD 94~503 Dole: .r15/0'l/9" r..,, 119,37 PC 12 ru.C\JOeS\921016\921eG17 -DWG (!) · Hl:Wl'E COMTROL VALVE (SEE SPECS.) © •SOLENOID @) • WATERPROOF WIRE SPLICE CONNECTORS (SEE SPECS.) © • CONTROL WIRES; BUNDLE AND TAPE (W/ 4 FEET MIN. EXTRA WIRE) © • PVC SCH 80 UNION © · VALVE BOX (SEE SPECS.) © · PVC NON-PRESSURE PIPE (SEE SPECS.) @) • PVC PRESSURE PIPE (SEE SPECS.) © . PVC SCH 80 NIPPLE (TYP.) (LENGTH AS REQUIRED) @). PVC SCH 40 FEMALE ADAPTER (TYP.) tu) • FINISH GRADE (FLUSH IN TURF, 1" IN GROUNDCOVER) @ . PVC SCH 40 TEE (SSS) OR ELL (SS) ON MAINLINE @) • UNDISTURBED / COMPACTED SUBGRADE 0 · BRICK OR CONCRETE SUPPORTS @ -1 CU. FT. MIN. PEA GRAVEL © · SEE SPECS FOR DEPTHS 6 7 NOTE: PROVIDE 6" MINIMUM CLEARANCE BETWEEN FILTER AND GRAVEL. 0 Techllne DISC FILTER. @PVC FEMALE AD_A,PTEF?. G)PVCSCH.80 UNION(Txl} 5 PVC MAINLINE. (lYP.) 012" x 18" BOX (LID NOT SHOWN.) ©3/4"PEA GRAVEL SUMP. © BRICK SUPPORT (lYP.) .-------(1 @· PVC LATERAL TO SPRINKLERS (SEE SPECS.) ® · PVC SCH 40 MALE ADAPTER ©· flEGULATOR ©· PVC LATERAL FROM RCV (SEE SPECS.) NOTE: INSTALL PRESSURE REGULATOR IN VALVE BOX (SEE llALL VAWE DETAIL) ,-SOURCE (TO HEADER) 0 SUB-SURFACE, PRESSURE ,...iF+--r4-:-:•:-.-:6:-="-=f..:=R-=£t-:-:~==-r-;P::-:A-:'.V_:-:::ll'.l~,<J-:-,..._;;.:::-m-~-'ll\-, COM PENSA TING ' t ,-._ 'r'. TUBING. ,._ .. 4 ~ 2 1----'" © EMISSION POINT. .. li '· ~ .J I 3) \ . .. •x 0 pp © PVC PIPING & FITTINGS. f/-/ 7'/f, 0 START CON- NECTION (SEE DETAIL C/13 ). 4" • 6" FROM PAVING © LINE FLUSHING VALVE IN SUMP BOX OFF OF PVC FOOTER. (SEE DETAIL 1:/13 ). @EMISSION POINT SPACING: (SEE PLANS & LEGEND). 18" 0 4" TO 6". 0 Teeh!LIRe EMITTER TUBING. 0 0 TechU"e TUBl?fG ELBOW. 0 POL YETHYLEN'E TUBING. 0 TechUne 3/4" MALE ADAPTER. © PVC TEE (SxSxT) © PVC LATERAL HEADER OR FOOTER. 0 FINISH GRADE. 0 (12" MIN.) A DRIP REMOTE CONTROL VALVE, DISK FILTER & PRESSURE REGULATOR B SUBTERRANEAN DRIP C START CONNECTION © • PVC SCH 80 RISER 4" @ • AIR RELEASE VALVE @ • ROUND PFT VALVE BOX (SEE SPECS.) @ • PVC SCH 40 TEE (SXTXS) @.) • 1 CU. FT. MIN. PEA GRAVEL SUMP @ • BRICK SUPPORTS (D • PCV NON-PRESSURE LATERAL (SEE SPECS.) @ • 1" ABOVE FINISH GRADE @ ·12"BELOW FINISH CRADE @) · PVC SCH 80 THREADED FITTING NOTE:.INSTALL DOWNSTREAM OF DRIP VALVE ASSEMBLY AND AT HIGHEST ELEVATION WITHIN DRIP CIRCUIT, D AIR RELIEF VAL VE SCALE: N.T.S. 7220 Afttiida Encina& Su«e 204 Co11abod. Ccl!ifOt"nirJ 92009 619-9.l 1 -TTCO f'i,ri1'9-931-M80 ,· • 0 Z ' N:! NOTE: ' 0 LINE FLUSHING VALVE. @to' ROUND BOX WITH LID. © FINISH GRADE. 0 PVC PIPING FROM FOOTER. ·: © 314• PEA GRAVEL SUMP; LOCATE FLUSH VALVE IN CENTER OF PLANTtNG AREA. SCALE: N.T.S. lnsta:lla:tion of Subterranean Drip Irrigation: 1. 2. 3. 4. Lateral Tubing Layout: Verify existing field dimensions of the area 10 be irrigated with the irrigation plans for accuracy. Begin tubing layout 4" away from both hard surfaces, i.e., concrete sidewalks, cu-rbs, asphalt and/o,r undefined edges, i.e., shovel cut headers. Mark tubing intervals on the ground with flags, paint or some other markings that can be maintained throughout the installation. Methods of Tubing Installation: Tubing can be instaRed rn one of the four following methods: (a) Over-excavation: In small areas, where it is technioaHy feasible, over-excavate the entire area to a depth of 4" below finish grade. Plant all specimen trees and shrubs, 15 gallon size and larger, then place tubing at the row spacing interval indicated on the plans. (b) Pipe Pulling: In larger areas wheite ground df-sruption is to be minimi.zed, pneumatic tired pipe pulling machinery shall ;be used. Pothole at the ends of each run for making connection to supply and exhaust headers of rigid PVC pipe. (o) Trenching: Hand or mechanical'ly trench to the pipe depth indicated on the plans or in these specifications and backfill flush with finish grade. Avoid mechanically trenching within the dripline of existing trees. Hand trench around existing tree roots when roots of 2" and larger are encountered. Remove all rock 1-1/2" and larger when excavating and remove from site. Do not backfill trenches with rock that will come in direct contact with tubing or rigid PVC piping. "'l OP·G•o1de IPi;;tallatiQA· ~Q• OP' g~ade iAatallatioR, pl:;i~ tnbiR!I at the l'G-11V spaGiRg iRdica.t@d oR tha plans and place r;:1eia1 s~ounlcil stakes on 12" intePtCals. Qe Rat instaH tl::.lbiR§ eR QraEfe withou~ §Fauna· stalEos. Baelefill wiO=t FRuleR or topdN!.ssing as noted in tRe aes&ign Q3QOQ, "LandooapiRf'." Cover: Install underground piping hori2!G>ntally and as level as possible to a minimum depth of 4" and maximum depth of 6" unless otherwise specified. (typical pipe depth is 4" unless periodic aeration is anticipated, then pipe depth should be lowered to 6"). Subterranean Tubing: Install the subteManean tubing with the wa1er outlets facing upward whenever possible. Offset the water outlets to form a triangular pattern throughout the tubing layout. In irregular areas, some water outlets may end up too close to fixed improvements and may have to be capped-off with a emitter plug ring. E DRl1P END FLUSH 5. Barbed Fittings: Connect subterranean tubing to barbed fittings by pushing on and over both barbs all the way until the tubing has seated against another piece of tubing or has butted against another portion of the barbed fitting. For water pressures in excess of the 45 psi, use CM! En<jinoorlng Pkiflnifttj P(ace31J.in.Q -"9 0€Sl()NEO BY: ----0,<.TE; ----- DRAWN BY: SOol.£: C -40' PROJECT MCR.· JOS NO.: ___ _ SCALE: N.T.S. stainless steel clamps · · · 6. Pipe Clamping: When design operatiii1g pressure exceed 45 psi, stainless steel pipe clamps shall be used. Slip clamps over tubing before slipping tubing over insert barb fitting. Place clamp between the first and second ridge of the barbed fittings and crimp the "ear" of the clamp tightly. Crimp the "ear" twice to ensure proper seating. 7. 8. 9. Flushing: Prior to backfilling and before connection of the Line Flushing Valves, flush the entire system to remove any large dirt clods or sediment that may have entered the system during the installation. Leaks: Prior to backfilling, open the remote control valve and operate each subterranean circuit to check for leakage around both barbed and threaded PVC fittings. Make necessary correction to stop leaks. Operation Testing: Upon completion of backfilling, finish grading and contouring, test the entire system for operation including eleO!rically actuating the remote control valve. Run the system until water begins to puddle and/or run off to determine the initial controller run time to determine the number of irrigation cycles necessary to meet weekly evapotranspiration rates (E.T.) for the plant material installed. n AS-BUILT n OESCRIPTION: STAHO,l;RO DISC SET FLUSH IN fJST CORNER ON NORTH A8I.IT\£NT OF DST 8RIOG: LOCATION: APPR00C. 300 FUJ SOUTH Of SOU1li 00RY TO Ct,la.S8NJ STATE PARK 40 FW £AST 1------------------1 P.E----EXP. ___ _ Of CENTERUN£ Of NOR1H B()(JNO CARI.S&.O 81.VO. ON PONTO SIIO:lf SRIDGE NO. A7&32 ENGINEER Of' WORK: RE.VIEWED BY: D'-TE: INSPECTOR DATE RECORD FROM: NOR1H COONTY VERTICAL CONTROi. DATA BOOK, 'RNiE 135 NO. OC 0147 El.£VATION: S0.558 lil.S.L c,t,Tf; NIW. £NGINEER ~ 'lfORK . R\ SCALE: N.T.S. TESHIMA DESIGN GROUP LANDSCAPE All.CIDTECl'URE LAND PJ..ANNJNO 9903 Busln<,S&porl< A..., •• Suite C San Diego, CA 92131 Td,:phone: (619) GW-6824 FAX:(619)693--118:1 c,,,n; INITW. REVISION DESCRIPTION O'Tl<ER .tPl'ftOVN. . ll!OITE INIIW. Cl1Y lff'f!OiN. SCALE: N.T.S. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. - IRRIGATION DETAILS & LEGEND LEJI CITY OF CARLSBAD II SHEm I : PLANNING OEPARTMEW : • Zlf!> LANDSCAPE PLANS FOR: POINSETTI~ SHORES /lo.PP 7 ,,., 'L; u fJ -21-'il!.. ASSISTANl' PLANN.ING DIRECTOR DATE OWN SY: I PROJECT NO. I ORAWlNG NO. CHKO BY: CT 94-01 RVWO BY: 337-9L CMWD94-503 ---- / ! NO. 1 2 3 4 5 1 GAL. ' \ i CENTERLINE RAP SPR TYP. THIS SYM. 3 JAC M'IM 24" BOX TYP. THIS SYM. 5 1 GAL. TVP. THIS SYM. FLATS AT MYO'PC' 12" o.c. TYP. THIS SYM. / '/ ' x? / . ' EXIST. -PLACE / STOR RAIN. USE EXTREME EXIS.,y-66" S.D./ 1.,•• CAIJTTON IN THIS AREA. t· 50"'/ 1~ d 1 1----·"J -----~---,-- ..-..--15' SEWER ESMT. ; , . ; -~-y-~/ --· PER MAP 11616..) -,-----_,_..-1----l 6 LEP ~co -----,'~ 1 _, ~ I I _..,..,..--;§}: i' 1 GAi:"" VP. TF11s s~ ~ -;,.., 1 ------..... ·, ------/ _,_ !. ~ J.,.J { ........_______ ..,,..,...,..--., ~ TRI~ ~-'ci'Ff , /-' FLATS AT 1 •12~ o.c. ' . ~ 1 . • EASEMENT PER DOC. .i 301 1 GAL I i . . I ' GAZ,~P~ I I 293 1-GAL COT LOW TYP. THIS. SYM. i l ~RADING/EXJVATION WITHIN 20 FEET l)F WATER LINE SEE CMWIJ NOTE SHEET 2 / f I .-·· .-· / l . I FLATS AT 12" o.c. COP K'IR TYP. THIS SYM. ' ' ! I I l I ' -~= 70 5 GAL. BAC PIL TYP. THIS SYM. l ... ·,<--\>1. 1_ s . '°'·. "-SEt. \'lf>,11'-R t,101£. T~~ lTltllS _'STM. I I I .. ' '.,·, ' \\ \ , ~> ~\\\S ,s\-\E.£1 ·1--... , i _ '· '\.... ·, , ----:;a---EXIST. O' WATE:R , l ' , 1 , • EASEM T PER BK! 7338, \, I ! •~ I -...._ · I I I . , ! : ) ' \ PG 303 O.R. '---""-15• l UTILl1Y & ACCESS / ·-. ·-. / E_51,ff. PER MAP 11616 / '•\ 1 TYP THIS SYM, ~EXIST. 15' i;>RAINAGE (lo" 1 NO 74-115350 & ' I 115351 OR \ WIER NOTE: · ~':i , , ' . ' ' • ' i ,5' WAT~R ,,\; / I .' ip •• ... ;<f EXISl ABANDO~b . . . ,", DATA i LOCATION OF EXISTING WA R LINE. . . .\ <, . l 184 5 GAL. TYP. THIS SVM. DELTA OR BEARING RADIUS LENGTH J 1, CONTRACTOR , TO VERIFYlXISlINCE ANO: 2. REMOVE Al'ID DISPOSE O EXISTING•, WATER LINE PER SOILS ENGINEER'S RECOMMENDATION FROM PT." A° TO PT. • B'. TESHIM'.A DESIGN GROUP ) N 37'56'2o" E -171.67' .t:.=25'58'31' 670' 303.77' N 63'54'51' E -143.49' .6=17'02'31' 670' 199.30' • ... "' -o NO. 32014 ~ \;,! EXP, 12/31/9& !iJ * * ~ CAUTION H CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILlllES IN THE FIELD PRIOR TO CONSTRUCTION ~:~, 7220 Avenid<J Endnos Civil l:'.ngineering Suite 204 P1onnin9 C4rl!bod, Colifo~nio 92009 P'toel!-s:!iin9 619-931-7700 Surveying eox:619-931-8680 3. C>P AND SEAL WATER MAIN ENDS AS DIRECTED BY DISTRICT ENGINEER. DESIGNED BY: . DATE: DRAWN BY: SCALE: ,. = :40' PROJECT MGR: JOB NO .. . ENGINEER OF WORK: DATE: RCE: P.E. REVIEWED INSPECTOR LANDSCAPE ARClilTECTURE LAND PLANNING 9903 f!Uslnesspa,k A-.e., Suite C san Diego, C\ 92131 Telephone; (619) 693-8824 FAX:(619)693-1182 "AS-BUILT " EXP. DATE BY: DATE BENC'H'MARK: 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. A78B2 RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA BOOK, PAGE 135 NO. OC 0147 ELEVATION: 50.556 M.S.L 60 5 GAL NERO 'P.P.' TYP. THIS STM. /1\ DATE INITIAL ENGINEER OF WORK .. MAN 'AD' TYP. THIS SYM. I I ' I I I REVISION I ,/ / I / / . DESCRIPTION Dolot 09/07/94 Timot 09t5J PC #2 FILE•C\J0BS\921016\9216G4.DWG ' f COVER CROP NOTE: , All slopes 6:1 or steeper shall receive a cover crop (hydroseed mix 'A', see specifications). Jute mesh shall be required 'when planting occurs between Auoust 15 and April 15. 41 POD GRA 24• BOX TYP. THIS SYM. rn:J 4 CITY OF CARLSBAD LW 5 PLANNING DEPARTMENT . ., lANDSCAPE PLANS FOR: AVENIDA ENCINAS ' , fl , • a ' APPROVED 'Jc-G lj_}I-lt.zt~'l.4/ ASSISTANT fDt'.ANr--ftNG DIRECTOR · DATE DWN BY: I I PROJECT NO. DRAWING ND. DATE INITLAI. DATE IN\TLAI. CHKD BY: OTHER APPROVAL CfTY APPRO\/AL RVWD BY: CT94·01 337-9l CMWD 94-503 CENTERLINE DATA NO. DELTA OR BEARING RADIUS LENGTH 26"04'48" 670' 304.97' 2 N 20-47'32" E 142.29' 3 35"46'09" 670' 418.27' 4 FLATS AT BACPL 12" o.c. TYP. THIS SYM. . ./ . . /P .: fl .·· 227 CIS PUR 419 COT LOW 5 GAL. TYP. THIS SYM. 1 GAL TYP. THIS S\'111. 37 24"BOX 47 TRI CON 15 GAL TYP. THIS S\'111. 58 GRE 1NOE' 1 GAL TYP. THIS SYM. . gN~ s 7220 Avenida Encino~ Civil En9ineerin9 Suite 204 Pklr'lning Corlsbad. Ccilifornio 92009 Processing 619-9.31-7700 Surveying Fox:619-931-8680 . POD GRA TYP. THIS S\'111. <.; ,;y ,.;: % ·~ ...... 250 5 GAL. ·. Xlp. -5DG&E EASEMEN --...___ : 1 PER 81( 76().o-J'G 145 O.R. ~; EXI ._,,0;/H ELETRIC TO 8 .· REL Ci>JtQ SY OTHERS . ' . ~ <t •. EX .. IST>SDG&E PER ' ( / Bt )42 PG 116 ... , ' : l 0,£! Y i:;$' .•_.'t?_ EXI; . Hf T~L . . · . / . EAS ENf PER BK · / PG 57 0 R. 455, , DESIGNED BY: y DATE: DRAWN BY: SCALE: 1· = 40' PROJECT MGR.-JOB NO .. ENGINEER OF WORK: DATE: . RCE: i' / ! i • 'IN {/ E ,. :\ / \ . P.E. REVIEWED INSPECTOR I I I • I . I ' ' / ,, ........... AS-BUILT EXP. BY: NER 0. 'P.P.' TYP. THIS SVM. 519 COP KIR 1 GAL. TYP. THIS SYM. ;4, / •.S EXIST. ~t• WINOROSE CIRCLE/R.O.W. PER / 41 5GAL I I I DOC .. 86-294230 O.R.~ ! f i ..... ····· ,. BENCH 1MARK.: DATE DATE MAN )U)' TYP. THIS SYM. ' ' 7 24" BOX FLATS AT GAZ SPL 12" o.c. TYP. THIS SYM. .. FLATS AT 12" o.c. COVER CROP NOTE: . . . ·A' All slopes 6:1 or steeper shall receive a cover crop (hydrose~d mix , see specifications). Jute mesh shall be required when planting occurs between August 15 and April 15. 51 LEP SCO 1 GAL TYP. THIS SYM. MYO-'Pc' TYP. THIS S\'111. JAC MIM TYP. THIS SYM. -~ 1 GAL. . TESHIMA DESIGN GROUP LANDSCAPE AllCHITECTURE LJ\l'ffi PLANNING - ' 9903 Buslnesspark A,..,., Suite C San Diego, CA 92131 Tds!>J)hone: (619) 693-&124 FAX:(619)693-1182 / PLANTING PLAN I I / -1~ .. ·-I I --~ 40' ----O' 10' / ~ 20' } SCALE: 1" + 40' 1---+-----1------------t-------r----r-~-----, ~ CITY OF CARLSBAD ~ PLANNING DEPARTMENT LANDSCAPE PLANS FOR: AVENIDA ENCINAS □cite: 09/07/94 Tim~: 10:06 PC #2 FIL(=C\J0BS\9Z1D16\9216G5.DWG CMWD 94-503 I 80' - NO. 1 2 3 4 5 6 7 8 9 ic """~~;;;;;:;:~~ i':'~~~ ,-:. i.l----:·...........: ·;,~ ' . . . I " /, J ~: "-""'---"" . ' ... :.·" . ' .. -,---- ~;;~:~, .. _:(::',~;;p;;· ~-c:~.•-~-,~~ l rn•1 ~:-~''' ,: .. ~~•Y.;;~•,-~:,~. ·.::-/'f.j.r,: ·,~,, ,.,)\,;,:-'...r.:~-JI I,,.~,\ -~'>->:i,c· 'If 1 ·1· C-:•~':;.....r ,,.,::-';. ,,-,------)' /fi.,:,,.. :-.":':=--="-> · ''; ""j; f -r I . \ ·'·!(_''°"""' ~: .. ·1 · j, .:•-~··. ·:,~~,:~.: ,, ," ~'. ,:,.ij!'~:~~;;!~{;;Bt??~--i : i - KEY' MAP CENTERLINE DATA DELTA OR BEARING RADIUS LENGTH N 56"33'41" E --55.18' /::,.; 15'41'17 670,00' 183.45' N 72'14'58" E --404,63' ....__;,;•.,·;,:, CAUTION 11 CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION COVER CROP ROTE: All slopes 6:1 or steeper stmff •"8C81ve a ~r crop (hydro1se9d mix 'A', see specifications). Jute mesh shall be required when planting occurs between Au9ust 15 and April 15. 130 NER.1P.P.' OLE. 1 GAL TYP. THIS SYM. FLATS AT GAZS.PL 12" o.c. TYP. THIS SYM. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDINGERKLS.E. LOCATION OF PLANTING AREAS •. . TESHIMA DESIGN GROUP I.ANDSCAPE AltCfflTECTURE LAND PLANNING R:~:i, DESIGNED BY: DRAWN BY: PROJECT MGR.· DATE: SCALE: ,. = 40' JOB NO,: 9903 BuslnciispukA,,.,., Suite C Sen Diego, CA 92131 Telephone: (619) 693-8824 F/\X:(619)693-1182 7220 Aveni,;11;1 Enoin1;11;1 Svite 204 Cor"l$b1Jd. ColifQrnio 9200Q 619-931-7700 F<lx:619-931-8680 • Civil e:ngine,~rin9 Plonning Pro¢e1i!'i1in9 SuNeyinQ DATE: RCE, 185 -123 LEP .. $CO. 1 GAL. TYP. THIS' YM • 1 GAL . . 147 ,·RAP SP'R 1 GAL TYP. THIS SYM. TRLCON. 15GAL TYP. THIS SYM. FLATS AT BAC Pl. I 0, 1-r~ I • I I I I I I 0 z I~ V> L&J L&J (/) 'I I SEE SHEET NO. "AS-BUILT P.E. EXP. REVIEWED BY: INSPECTOR " DATE DATE 12" O.C. TYP. THIS SYM. ST. 11, GAS ' -t--Exist. i,;SAND ~D TEL ~!Pl( I BENCHMARK: I ; / DESCRIPTION: STANDARD DISC SET FLUSH IN EAST CORNER ON NORTH ABUTMENT OF EAST BRIDGE LOCATION: APPROX. 300 FEET SOUTH OF SOUTH ENTRY TO CARl.SBAD STATE PARK 40 FEET EAST OF CENT£RLINE OF NORTH BOUND CARLSBAO BLVD. ON PONTO STREET BRIDGE NO. A7882 RECORD FROM: NORTH COUNlY VERTICAL CONTROL DATA BOOK. PAGE 135 NO. OC 0147 ELEVATION: 50.558 M.S.L / I ' I I I I \ \ I SEE.; .. SHEET NO. / . ----~ 17 ' I ' ! DAlE -0, ... ' \ ~, INITlAl ENGINEER OF' WORK ----- ?:JI 17 Ii\ REVISION DESCRIPTION GRE. NOE. TYP. THIS SYM. 22 POD. GRA. 24" BOX TYP. THIS SYM. \ DATE I I . c:"·,.W$TERLY A.T. '& S.F. )RAILROAD R.o.w: ( ) INITIAL DATE INITIAL OTHER APPRO\IAL CfTY APPROVAL CMWD 94-503 I I 161 . CIS PUR 1 GAL. TYP; THIS SYM; ' ,, I • PLANTING PLAN .. rn CITY OF CARLSBAD [ru 6 PLANNING DEPARTMENT - LANDSCAPE PLANS FOR: AVENIDA. ENCINAS ·-. / APPRW./'fte/Y. /Jj//Mf,A 0 /f-7/.'9¥ ASSISl'ANT PLANNING DIRECTOR DATE OWN BY: ' I PROJECT NO, I DRAWING NO. CHKD BY: RVWD BY: CT 94-01 337-9L Dote: 05/09/9-1 Tim•: 08:55 PC #2 ~I.E•C\J0SS\921016\9216<:IJ.0WG NO. . 1 2 3 -~:,--::-;:~~ ~~~1~~ ~---~~ I ...• ,,_,, ·::_ i~1,i1~ti1,,::~ tf=j}j;~'Si ' .·· ig''; ti' ,ii '-'<rJ~LfJ,71 '~i/S,~Y S! ?tty;f(f}/1t~:;;:~ ,_,, '"'7~"-=E: ,,,' '_,, k'~-:;~:;.~~it_)·· '-'4-'¥"'"'"' ~-=~1~· .. : ... -·:.:8-',.""'.,.~------/JJ_J.J~11:...__lt!.•?-:. ." _ -~-· -•c -•;;.;,: .:.·.--· ___ • ., .•... ti};~ ... ·,:-••·"·'·~·;,.; ~-LL_ . !/ -,.~ ·~~ ·<, :•;;,C-'·\!.,, __ ;__;, "--"f,· ,~--~• --r-=••--.::, ,, . I . \ , , .• r "· • / • \ .,J·, --,,,, m::i.= --= jY~"'"11: .:,,_,,;,, J· :.~{¼~~~ ... '.·+-:-:-~· .2~~;~, . ,.~~_L-'.~~r~·•·,;;;. . ;:L-.__~ / -., ... ,-:-c,,..,'t-·:·-.•.•.•.•.•I ~-•··-·:'!!-· -~';,I I .:,-"T•,.•, .. •:•~::•••_i'.-~ ' • •,'.-/ • ~:•~~j~~+~~::~7~~:-.~~-~;:t.;~;-•£~.,n -,! ! ...f. -"':'. -• ,-,:·:·-I C ; CENTERLINE DELTA OR BEARING N 1745'0t W /:::,,= 14'19'26" N 17"45'02" W .... , ' •.. ,,., .,.,..,_ ..... KEY-MAP DATA RADIUS LENGTH -300.00' 300' 375,00' -75.00' • ' CAUTION II CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION L.,···········, .. , .. '-''•,·--·~-~-.. -,."~ ...... "' ' 100 GRE. NOE. 1 GAL. TVP. THIS SYM. 90 NER.'P.P.'OLE .. 1 GAL. TYP. THIS SYM. ', FLATS AT -1-2" o.c. APPROVED FOR PLANTlf\~ AND IRRIGATION ONLY, - INCLUDING PRECISE LOCATION OF PLANTING AREAS. - ' 94 LEP. SCO. 1 GAL. TYP. THIS SYM. 9 15 GAL. TYP. THIS SYM. . ' . , I ,. ___ ........... -------- I .,_ ' ., ___ / ~ --~ \_~' _,,__ '· ' , -1----, ,__ , ·.-, EXIST. '84' AVENI~!\:, ) -' · ENCINAS PER MAP \ . ..rf f ,G~-spi_ _ TYP. TH '-- .,, Nb:tl.29.0 -- ""', BENCHMARK: ,, FLATS AT_ BAC PIL 12• O.C. TYP. THIS SYM. 6 MYO. LAE~ 15 GAL. TYP. THIS SYM. ;2, SEE SHEET.. ~Q~ __ ,,/ 16 \ ..... 1 /'\ \ ,i \ I/ -l ~11 6i' ------1' ~I ~1~1 ~I :,, ~ ~Ci ~I' ' <W' ~ ~/Lf1. TESHIMA DESIGN GROUP LANDSCAPE ARCHITECTURE LAND PLANNING fJJ~ESS "' .., -ii NO. 32014 if; ~ ElCP, 12/31/9t 5i1 RN~A7,S DESIGNED BY: DRAWN BY: PROJECT UGR. · DATE: "AS-BUILT SCALE: 1· -.a' JOB NO.: P.E. EXP. DATE DESCRIPTION: STANDARD OISC 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 CARLSBAO BLVD, ON PONTO STREET BRIDGE NO. A7882 ' 9903 Businesspark Ave,, Suite C 5an Diego, CA 92131 Tulephone: (619) 693 8824 FAX:(619)693-1182 * * :'q CIVI\-~ 7220 Av6nid<i Encinas Suit@ 204 Corl~bad, Colifornia 92009 619-931-7700 Fcjx:619~931 =8680 .. Civil En9ine~rin9 ENGINEER OF WORK; Plannin9 Proc~~sing S1,1rveyin9 REVIEWED BY: DATE: RCE: INSPECTOR OATE RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA BOOK, PAGE 135 NO. OC 0147 ELEVATION: 50,558 M.S.L. DATE INITIAL ENGINEER or WORK /1\ REVISION DESCRIPTION COVER CROP NOTE: ,A;// slopes _6: 1 . or steeper shal'I receive a cover crop (hydroseed mil< 'fliir.' see spec1f1cat11ons). Jute mesh shall be required when planting oet:til•Fs between Auqust 15 and Apri'I 15. 58 RAPSPR_ 1 GAL TYP. THIS SYM. 148 CIS PUR 1 GAL TVP. THIS SYM. ,, C ' I : I"' I ,__ . :z I~ o?f ~o. "' -+o :z .., --RIP-RAP E~~GY D1SSIPATORS·- TYPE 1. PER 0-40 ' T= 1 ', N0,3 BAGKINC ' ~ +--- \ ...... ./ / : ............!., -------- O' 10' >, '.· -~ ' ' --- DATE /··· / INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL --5' 20' 80'. SCALE: 1" : 40' ' PLANTING PLAN ' L!i] liWI CITY OF CARLSBAD 7 PLANNING_ DEPARTMENT LANDSCAPE PLANS FOR: PONTO DRIVE ~ APPROV~!) // ,. _/ 5? II /I . /1 , , //Al" ,, . -,,, ,j !f-t-1-f// ASSISTA'N=M'LANNJNG DIRECTO,R DATE OWN BY: t-'l'<OJECT NO. DRAWING NO. CHKD BY: RVWD BY: CT 94-01 337-9L CMWD 94-503 Dola: D5/09/94 Ti"'e: 09:30 PC #2 FlLE=C\J0BS\921016\9216G160WG KEY.MAP CENTERLINE DATA NO. DELTA OR BEARING RADIUS 1 2 3 4 L'.=19'20'48" 300' N 51'25'1 f5' W - .6.=46'43'39" 300' N 4'41'31 W - TESHIMA DESIGN GROUP l.,AffflSCAPl!l JUlClDTECTUllE LAND PLANNING 9909 Buslneaapark Ave., Suite C San Diego, CA 92131 Telephone: (619) 693 8824 FAX: (619) 693-1182 LENGTH 101.30' 161.24' 244.66' 52.80' ESS1s ~ NO. 32014 EXP. 12/31/96 ~~ CIV\ ~ Cl,\..\ CAUTION 11 CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTIUTIES IN lHE FIELD PRIOR TO CONSTRUCTION I R:~, 7220 Avenid(J Enclna:!i Civil Engine-e-rin,;i Suitl!l 204 Plonriing Co!"lsb<1d. C<1lifol"r'lio 92009 Proe<!':!i:!iir'lg 619-931-7700 Surveying Fo,:619-931 -8680 I I :,;.-, . I I I DESIGNED BY: DRAWN BY: PROJECT MGR.· ENGINEER OF WORK: I I DATE: SCALE: , ... 40' JOB NO.: DATE: RCE: 72 :RA'P SPR 1 GAL. • TYP. THIS SYM. EXIST./ 14° FORCE MAIN I I EXIST 24" FORCE .\IIAIN P.E. REVIEWED INSPECTOR .. 73 1 GAL. ,GRE. NOE.i 'TYP. THIS $YM; "AS-BUILT ,, EXP. DATE BY: DATE ; , .. -··-. 113 1 GAL ••" ' BENCHMARK: DESCRIPTION: STANDARD DISC SET FLUSH IN EAST CORNER ON NORTH ABllTMENT OF EAST BRIDGE LOCATION: APPROX. 300 FEET SOUTH Of SOUTH ENTRY TO CARl.$BAO STATE PARK 40 FEET EAST OF CENTERLINE OF NORTH BOUND CARLSBAD BLVD. ON PONTO STREET BRIDGE NO. A7882 RECORD PROM: NORlH COUNTY VERTICAL CONTROL DATA BOOK. PAGE 135 NO. OC 0147 ELEVATION: 50.558 ~.S.L. FLATS AT 12" o.c. 143 CIS PUR. GAZSPL COVER CROP NOTE: All slope~ _6;1. or steeper shall receive a cover crop (hydroseed mix 'A', see spec1f1cat1ons). Jute mesh shall be required when planting occurs between August 15 and April 15. TYP. THIS SYM. 62 ,LEP. SC0. 1 GAL. TYP. THIS SYM. 1 GAL. TYP. THIS SYM. 28 CIN. CAM. 3 MYO. LAE. 15 GAL. TYP. THIS SYM. tNER.'P.P.'OLE. TYP. THIS SYM. . /,\ DATE INITIAi. DATE INITIAL ENGINEER or WORK REVISION DESCRIPTION OTHER APPROVAL DATE 15 GAL TYP. THIS SYM. ---....c::,,_ EXIST. 84' AVENIDA ENCINAS PER MAP NO. 11290 ·-...... ''.:PLAN~tNG' PLAN l~~FI ~ CITY OF CARLSBAD . PLANNING DEPARTMENT LANDSCAPE PLANS FOR: PONTO. DRIVE I APPROVffi/"-__.,. /,,;?,/ .,f !t,1'/ " l(-'2-l-'7£._ ASSISTANT PLA,N'NING DIRE,CTOR DATE . DWN BY: ' PROJECT NO. DRAWING NO. INITIAL CHKD BY: CITY APPROV-'L FNWD BY: CT 94-01 337-9L . CMWD 94-503 Dol,c D5/09/94 Timoc 09cJ7 PC /2 Fll[=C\J0BS\921016\9216G17DWG --------- I I KEY MAP 81 LEP. SCO. 1 GAL. TYP. THIS SYM. ....fil_+2Ui_ V, C, ~ I /, 11a 1 GAL. 60+2~A~ oo__~ =162+90.90 CARLSBAD Blvil (NORTHBOUND) ;---61 +5a..2i A'lmQA ENCltlAS__ j / =162+90.48 CARlSBAO BLVD. L ~ (SOUTHBOUND) c-~~.- GRE. NbE. TYP. THIS SYM. NO. ( 1) .... CARLSBADQLVO, -SOUTHBOUND ..... , ....... ,. •----» ,.,. •• ~ NO. 32014 j EXP. 12/31/98 SJ * ~~ CIVI _, ~'<:- OF et,\.\~;, ~N~S DESIGNED BY: DRAWN BY: PROJECT MGR.• 7220 Avenido Encinos Civil Engineering $1,1iti:: 204 Pl¢nnin9 Cortebod, Colifornio 92009 Prot;"essing 619-9:11-7700 Sorv@ying Fmc:619~931-8680 ' " " "", " ' ' ', ,, " ' ~ " "- BASELINE DELTA OR BEARING N 17"28'45" W DATE: SCALE: 1· -40' JOB NO.: . DATE: RCE: FLA1S AT BACPIL 12" o.c. TYP. THIS SYM. RAPSPR 1 GAL. TYP. THIS SYM. ' ' ,, ,," ,, '"~-~ DATA RADIUS LENGTH -~ 760.68' "AS-BUILT " P.E. EXP. DAl'E REVIEWED BY: INSPECTOR DATE : 92 MYO. LAE. 15 GAL. TYP. THIS SYM. 113 C1S PUR COVER CROP NOTE: All slope~ _6:1 _ or steeper shall rece,ive a cover crop (hydroseed mix 'A', see spec1f1cat1ons). Jute mesh shall be required when planting occurs between August 15 and April 15. 1 GAL TYP. THIS SYM. ' KPPROffl FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS .. K,PJlavED FOR PLANTING AND IRRIGATION ONL V. INCLUDING PRECISE· LOCATION OF PLANTING AREAS. CAUTION 11 CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION r,,. DATE INITIAl ENGINEER OF WORK REVISION DESCRIPTION TESHIMA DESIGN GROUP LANDSCAPE ARCHITECTURE LAND PLANNING 9903 Buslne•parl< Ave., Suite C San Dlego, CA 92131 Telephone: (619)693-66/U FAX: (619) 693-11821 DATE INITlAL °"'''-INITIAL OTHER APPROVAL CITY APPROVAL ,40' ----ao· -"------\;--: ....• --------.. , .... , ~.-' 1· • 40' ' _,.,-::::::,::::.;;.,,;,.= PLANTl'NG PLAN ~ 9 CITY OF CARLSBAD lliJ PLANNING DEPARTMENT . . LANDSCAPE PLANS FOR: CARLSBAD BLVD. NORllllOUND APPROVED / .,/ ···· . /J /J... .. _./~ 5- ,/ ,...---,i A./.,,,,.J • ,, ,,,_2.1-1'r ASSISTAllLT PLANNING DIRECTOR DATE DWN BY: I PROJECT NO. DRAWING NO. CHKO BY: CT 94-01 337-9L RVWD BY: CMWD 94-503 Oote: 05/09/94 Tim.: 09:06 PC /2 Fll("C:\JOBS\9l1016\9216G14.DWG 45 1 GAL ~ I C~/~~T DESIGNED BY: DATE: DRAWN BY: SCALE: ,--4Cl PROJECT MGR: JOB NO.: s 7220 Avi:tnid~ Enein,:is Civil El'lgir,,eieril'lg S1,1ite 204 Plonnin9 ENGINEER OF WORK: Corlsbcid. Colifornio 9.2009 Proc~:!i:!iin9 619-931-7700 SWNe)'il"'lg DATE: F'o:<:619~9.31 ~.ee.eo RCE: ---------~-----------... _, ---· RRUrNT TYP. THIS SYM. 179 RIB SP1E •, 1 GAL TYP. THIS SVM. 185 1 GAL TYP. THIS SVM. "AS-BUILT " PE EXP. DATE REVIEWED BY: INSPECTOR DATE PlA RAC s GAL TYP. THIS SYM. FLATS AT· ·sAC Ptt.. 12" o.c. . TYP. THIS S™i. BENCHMAR'K: DESCRIPTION: STANDARD DISC SET FLUSH IN NORTHEAST CORNER OF BRIDGE ABUTMENT LOCATION: ABOUT 4.5 MILES SOUTH OF CARLSBAD ON CARLSBAD BLVD. NORTHBOUND LANE ON PONTO STREET OVERPASS BRIDGE NO. A7884 RECORD FR!OM: NORTH COUN1Y VERTICAL CONTROL DATA BOOK, PAGE 135 NO. DC 0147 ELEVATION: 50.558 M.S.L. ' ~l?PROV'ED FOR PLANTING AND fRRIGATION ONLY. .INCLUDING PREC1SE. LOCATION OF PLANTING AREAS. . /,\ DATE INITIAL OATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL Dot•: 09/13/94 fo1e: 09:58 PC #2 FlLE•C:\J0BS\921016\9216G12.0WG o· ,a· 40' -----5' 20' SCALE: 1" = 40' CAUTION !! CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION -,c,------- -.........._ __ TESHIMA DESIGN GROUP LANDSCAPE ARCHITECTURE LAND PLANNING 9903 Buslnesspark Av,:., Suite C san Diego, CA 92l3l Telephone: (619) 693-8824 FAX:(6l9)693,ll82 80' P'LANTlNG PLAN I 520T I CITY OF CARLSBAD SHEETS '', ~!:? PLANNING DEPARTMENT LANDSCAPE PLANS FOR: DESILTATION BASIN ,,...., -- APPRo.v;:~ 5 ~ A /f...z/.z~/ ASSIST,INT~NG DIREc,rOR DATE DWN BY: I I PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: CITY APPROVAL RVWD BY: CT 94-01 337-9L CMWD 94-503 I ,. ~ il' · LO " ' l!.!-'-~J' ,/4f,c Clf \ I 1iffi,~:;:/1e-1i1.:-/)~/ 1:,'iif,.:~ pf'''/'·";· ;:/]?"'. ' {,,.-•-;r~c:----. J . ~ ' · .• ,~~-.... .:i . ..,, ~:, ;[liJiJ~{f!~; Hf::. b:'1 • .: v _ •·-. ;.c_\l.,.,.,,,,,_. . -,■•··-·•·: ' .... ~, _1;:hi;:' .... "' -,.MJ \:--:;;:;,,..-:"..,-_.::c:..::...--,.1:::-~e:::.---=-' ..J ... ;: i-,-' ' ,J \' ,/ .,,t:....;'\ -~ . ( ! i 'l wr , '• ,/ \ •.>r_ :. •,;,'.t;7,::;;-~i'.Z~~ :~:'~'·'_J/1'·~-'"-'~·''' i \, ,':, • I j••, .. , .. ,:,:.~;,c' '~c<·~' } '-:;;;rr0r:Ji :· -,-.. ,~ • • ~.,. ,1,1 ~~,-:::p:,:--~¥? , -_---·;~~ :.. . .:~~~-d-, ___ __J'_; KEY-MAP TESHIMA DESIGN GROUP LANDSCAPE ARCHITECTURE LAND PLANNING ,-: .., -~ NO. 32014 ~ 'al El(!'. 12n11,, !:I ..... , RN~S 7220 Ave,n,do Er"ieinos Civil En91neerir'l9 St.1ite 204 Plonning 9903 Buslnesspark Ave., Suite C San Diego, CA 92131 Telephone: (619) 693-M24 FAX:[619)683-1182 * * i,,.'° Carlsbad, California 92009 ~rocessing 619-9,1-7700 SuNla!ying F(l:-::619-931-8680 DESIGNED BY: DATE: DRAWN BY: SCALE: ]" =~ PROJECT MGR.· JDS NO.: ENGINEER OF WORK: DATE: RCE: --· HYDROSEED Ml'X. t•, "AS-BUILT ,, P.E: EXP. DATE REVIEWED BY: INSPECTOR DATE . ----, BENCH'MARK: DESCRIPTION: STANDARD DISC SET FLUSH IN EAST CORNER ON NORTH ABUTMENT OF EAST BRIDGE LOCATION: APPROX. 300 FEET SOUTH OF SOUTH EN1RY 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. PACE 135 NO. OC 0147 EUEVATION: :50.558 M.S.L. ------~ ---- -6 CUP MAC 24" BOX 'l"YP. THIS SYM. R\ DATE INITIAl Monterey Cypress mitigation Note: To mitigate the potential loss of two mature Monterey Cypress trees d,ue to the construction of a new intersection of Carlsbad Boulevard with Avenida Encinas, the following measures will be pursued in the order they are listed, until full mitigation has been achieved to the satisfaction of the Planning Director: (1) preserve the trees as the preferred option (necessary trimming and cleaning may be authorized by the Planning Director); (2) transplant the trees; or (3) replace the trees at a ratio of 3;1 ratio. All of the above shall be carried out to the satisfaction of the Planning Director; a combination of the above may be pursued if allowed by the Planning Director. Replacement Cypress trees as specified on the project's landscape plan will be planted on the north side of the new intersection. Replacement trees may consist of up -to six (6) 24" box Monterey Cypress specimens. All Cypress tree mitigation's shall be completed to the satisfaction of the Planning Director prior to the completion of the new Avenida Encinas / Carlsbad Boulevard intersection and final acceptance of these improvements by the City's Engineering Department. A certified alborist shai!I be present during any constructioA / excavation adjace_nt to the existing Monterey Cypress. The existing Monterey Cypress shall be pruned in the presence of a certified"arborist and shall be pruned to the satisfaction of the 11an i g Dire of the Cit 'Carlsbad. ~ % 0 :z ..... CITY OF Lill 1 PLANNiNG ' :LANDSCAPE PLAN$ FOR: CAUTION 11 CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION O' 10' 40' eo· 5' 20' SCALE: 1" = 40• ' PLANTING PLAN CARLSBAD, 4·SHEEl"S I DEPARTMENT . ' ' ~5 ·-' CARLSBAD BLVD. /) - APPROVED / __......-,i ,:;; ~ 7J. ' / /.'.% ' .. i ~ -,t} ll-21.,y ASSISTANT'PLANNIMII DIRECTOR / DATE IDWN BY: , PROJECT NO. DATE INITIAi_ DATE INITIAL DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION CHKD BY: CT 94-01 337-9L OTHER APPROVAL CITY APPROVAL RVWD BY; CMWD 94-503 Doto: 05/09/94 Time: 09:14 PC 12 FIU:•C\J08S\921016\9216G15.DWG • .. ~ i,:. +---<D "' --@ .,; .. +-----@ b i,:. I:> !,, - 7 "'; p ,, -----1-"-!.l " J-@--J- +--l8l_)-----,j, SECTQN 61------"3 PLAN t:::::::_-<2 1. (2) 2" DIA. 10'' LONG LODGEPOLE PINE ST AKES. PERPENDICULAR TO PRE;VAILING WINDS. 2. V.I.T '"CINCH TIES'", OR EQUAL WRAP AROUND TRUNIC. NAIL EACH END TO EACH STAKE 3. TREE TRUNK 4 CUT TOP SECTION OFF OF ST AKE DAMAGE:D BY _HAMMERING 5. 1" X 4"' CROSS TIE 6. ROOTBALL BACKRLL. PUDDLE AND SETTLE. SET TREJ; 2" ABOVE RN. GRADE. 7. ROOTBALL 8. 4 X ROOTBALL DIA. 9. SAME DEPTH AS ROOTBALL 10. 6" WATERING BASIN, EXCEPT IN LA'iVN AREAS. REMOVE AFTEFl MAINT. PERIOD 11. FINISH GRADE 12. PLANT TA8LETS ( 4" • 6" BELOW GRAOE) 13, PLACE STAKES OUTSIDJ; OF ROOTBALL, OFFSET FROM TRUNK 3", 1 -SHRUB 2 -ROOTBALL 3 -SLOPE 4 -6" MIN. 5 -2 X ROOTBALL DIA. 6 -WATERING BASIN (IF REQ"OJ 7 -PLANT TABLETS (3" BELOW GRADE) 9 -FIN. GRADE AT SLOPE (AS REQ"D.) IO -TOP OF CURB, PLANTER, OR PAYING 11 -FIN. GRADE AT EXISTING SLOPE (AS REQ"D.) 12 -PLANTING BACKFILL (PUDDLE &. SETTLE PLANT AT FIN. GRADE). 3J----, 1. 2· 2. PREPARED SOIL 3. FINISH GRADE OR WALK 4. SEE PLANT LEGEND 5. CONCRETE MOW STRIP PLAN PLANTING NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. Contractor shall have a soil sample analysis completed by a licensed agronomic laboratory after leaching of salts and prior to any planting of plant material. All plant material shall be approved at the project site by the Landscape Architect prior to planting. All plant material rejected by the owner or Landscape Architect shall be removed from the project site at no additional cost. All placement of plant material shall be approved by the Landscape Architect prior to planting. Submit photographs of typical tree of each variety and size, to be provided under this contract for. approval by the Landscape Architect prior to deiivery of trees lo the project site. All plant sizes are minimums. Sizes are typical for each plant species. All plants are to be free of disease and scars, and are to have good color, full heads, and good caliper (3/4' -15 gallon, 1· -24' box, 2" • 36" box, 3" -48" box). All new planting areas, except slopesof 1 :3 or steeper, shall receive a 3" layer of bark. pea size (1 /4"·3/4"). Prior to planting, irrigation system shall be fi,,lly operational and all planting areas shall be fully watered immediately after planting. Prior to planting, all planting areas shall be free of weeds, rocks and debris. Rake and fine grade all planting areas prior to planting. Upon completion of planting operations and before any s.ite observations, remove all extraneous material and debris, and broom and wash the area clean. ® TREE DOUBLE STAKING N.T.S. ®i--=S:....:.H=R-=-U=-=B=----=P_L_A_N_T_l_1N_..;.G ________ ___._S __ EC __ T_IO_N-· N.T.S. ©t---'-G_R....;'0-'U_N~D....;.C_O_V_E_R_S_P_A ...... C_IN __ G ________ -:-:-=-=- N.T.S. 10. Contractor shall protect in place all existing plant material except where proposed locations of new improvements. ® L.j---® L 'I 1. WALL OR POST 2. CONCRETE F0011NQ 3. SPREAD AND ATTACH TO WALL OR TRELLIS i. ltEMOYE NURSERY STAICE S. SET ROOTBALL 11GHT TO FOOTING. REMOVE ANY EXCESS CONCRETE. 6. 6'"WATERING BERM 7. FINISHED GRADE 8. PLANTING TABLET 9. PLANTING BACKFILL (PUDDLE & SETTLE TO SET PLANT AT FINISHED GRADE) 10. 1 "ROOTBALL DEPTH 11. 2 lt ROOTBALL DIAMETER @ @---' V,;;_;;l;;.,,;cNE·=---p-LA_N_T_IN_G _______ _ SCALE: N.T.S. • PLAN VIEW 0)10• RADIUS ([)TREE TRUNK © B10,BARRIER © EDGE OF HARDSCAPE (CURB, PAVING, PAD, E:TC,) ~'---------------...--HAROSCAP!E VARIES NOTE: ROOT BARRIER$ SHALL BE INSTALLED WHEH ·mci: ii; w11 H-IN 10· OF AHY HARDSCAPE, AND SHALL BE INSTAsLEO ADJACENT TO THE HARDSCAPE ONLY PER THE MANUF. SPECIFICATIONS. -i---,SOIL +----ROOT BARRIER (19" BIO.BARRIER ) +::!9=:Hifl----BACKFILL MIX BIO-BARRIER AVALIABLE @ BUTLER'S MILL SIi.ii DIF.(>O, CA. 16191263-6181 ®,___R...a.0...aa.O...a.T"""'Ba.:;.A.;.o_R;;.;;..:R ....... 1E ..... R'---________________ ~---~ SCALE: N,T.S, HYDROSEED MIX 'C'. Non-irrigated Botanical Name Atemisia californica Encelia californica Eschscholzia californica Eriogonum fasciculatum Lotus scoparius Lasthenia glabrata Lupinus succulentus Col linsia heterophylla Eriodycton crassifolius Eriophyllum confertiflorum Oenothera cheiranthifolia Salvia apiana Plantago insularis Sisyrinchium bellum Mimulus puniceus Salvia mellifera Total Mulch/Cellulose Fiber Soil Stabilizer: Aztac M Binder or approved equal Lbs./ Acre 2.0 3 2 12 8 2 4 2 1 3 1 2 30 2 2 2 78.0 Purity 15 40 98 10 90 90 98 98 40 30 95 70 98 95 2 70 2,000 l'bs/Acre 100 lbs/Acre Germ; .. 50 60 75 65 60 85 85 90 40 60 75 50 75 75 55 50 FIYPROSEEDIN'G N'OTE: All areas disturbed, but not compfeted, during the construction season. shall be hydroseeded upon completion of grading (1/31/95 for the east side and 12/31 /95 for the west side ). A hydroseeding schedule shall be submitted indicating the seed mix, amounts. areas of application, and monitoring and maintenance provisions of the hydroseed program. Said planting shall be accomplished under the supervision of a licensed landscape architect, shall provide adequate coverage within 90 days, and shall utilize vegetation of species compatible with surrounding native vegetation, subject to Executive Director approval. MONITORING AND MAINTENANCE OF SLOPE HYDROSEEDING SHALL COMPLY WITH THE COASTAL COMMISSION CONDITION lt5.e. BENCH'MARK: n ~:~. DESIGNED BY: DATE: DAAWN SY: SCALE: ,. -40' PROJECT .. GR,· JOB 110,: "AS-BUILT. P.E. [)(P. DATE DESCRIPTION: STANDAAD DISC SEI' FLUSH IN £AST CORNER ON NOlf!M ABUIMOO Of £AST 8R10GE LOCATION: APPROX. 300 FEET SOUTH Of SOUTH EHTRl' TO CARtSBAO STATE PAR!( 40 FEET £AST Of COOERUNE OF NOR1H BOUND CARLSIWl 8LYO. ON PONTO STREET BRIDCE NO. A7882 7220 Avenicki Encino& Civil (ngine-erin'9 Suit~ 204 Pk.'lt'tininc;! Cm1Mt,od, Colif<tni'tto 92009 Proc:essm9 619-93,-7700 Surveying f(llx:619-9.31-8680 REVIEWED BY: DATE: RCE: INSPECTOR DATE RECORD FROM: NOR'lH OOUNIY VERTICAL CONTROL J».TA SOOK. PAGE 155 NO. OC 0147 ELEVATION: 50.558 M:S.L ' PLANT MATERIAL LEGEND . • • II.I a .... ....... I"\,! I a •~7:7-t c::i::•"7c UIN 'ii' UIN ol'!>nl"'lr::An Rl:'UADk'Q TREES SHRUBS GROUND COVERS 111111: INIT1AL EIGNEER OF IIORK ClN CAM Cinnamomum camphora Champhor Tree CUP MAC Cupressus macrooarpa Monterey Cypress CUP MAC Cupressus macrocarpa Monterey Cypress JAC MIM Jacaranda mimosifolia Jacaranda . PLARAC Platanus raoemosa California Sycamore PODGRA Podocarpus gracilior Fern Pine TRI CON Tris1ania conferta Brisbane Box CEAGRI Ceanothus griseus Carmel Creeper CIS PUR Cistus purpureus Orchid Rockrose COPKIR Coprosma kirkii Coprosma COTLOW Cotoneaster 'Lowfast· Coton easter GAE 'NOE' Grevillea 'Noellii' No Common Name HETARB Heteromeles aibutifolia Toyon LEP SCO Leptospermum scoparium New Zealand Tea Tree MYOLAE Myoporum laetum Myoporum NER 'P. P.' Nerium o. 'Petite Pink' Petite Pink Oleander RAP 'SPA' Raphiolepis i. 'Springtime' Springtime Hawthorn AHLI INT Rhus integrifolia Lemonade Berry RIBSPE · Ribas speciosum Fushia Gooseberry BAC PfL Baccharis p. 'Pigion Point' Prostrate Coyote Brush GAZSPL Gazania splendens "Yelow' Clumping \3azania MAN 'A,D.' Mandevilla 'Alice du Pont' No Common Name MYO 'P.C.' Myoporum 'Putah creek' Prostrate Myoporum ... --· ·- Ii\ HYDROSEED MIX 'A' HYDROSEED MIX '8' HYDROSEED MIX 'C' Coastal Sage Mix TESHIMA DESIGN GROUP L/IMJSCAPE ARCHITECTORI!: LAND PLANNING 9903 BusinessparkA..,,, Suite c· San Diego, CA 92131 Telephone: (619) 693-8824 FAX:(619)693-1182 111111: 57 13 8 10 29 98 180 185 862 812 342 539 222 417 9 848 88 45 179 --- ·-- 101 --- ... ... --- l'lnw. REVISION DESCRIPTION OTHER N'P~Oll>ll. ' 15 gal 7'-9' 15 gal 8'-10' 24" box 8'-10' 24" box 7'-8' 05 gal 3'-4' 24" box 9'-11' 15 gal. 10'-12' 01 gal 10"-12" 05 gal 18" 01 gal 10"-12" 01 gal 8"-10" 05 gal 12"-15" 01 gal 12" 01 gal 10"-12" 15 gal 24"-36" 05 gal 12"-14" 01 gal 1 O" 01 gal 8"-10'" 01 gal -·- Flats --- Flats ·-- 05 gal 24" Flats ... &•&~ --- ----•-- ----... 0,.11: INITW. an-N'PROVAL 1 '-2' 1 '-2' 4'·5' 4'·5' 1 '-2' 3'&4' 4'-5' 1 0"12" 18" 8"·10" 8"-10" 12"-15" 6" 8"-10" 36"-48" 10"-12" 1 O" s·-10· --· ... ... 30" ... . .. --- ... Straight trunk, full head, stake. Full head to ground, stake gd. color Full head 10 ground, stake gd.color Multi-trunK, lull head, stake Straight trunk, full head, stake Straight trunk, full head, stake. Std. trunk, stake Full & bushy 10 ground gd.color. Full and bushy to ground, gd. color Full & bushy to grnd. gd. COior. Full & bushy to ground, good color Full & bushy to ground, gd. color . Full & bushy to ground, gd. color. Full & bushy to ground, gd, color Full & bushy to ground, gd. oofor Full & bushy to ground, gd. color Full and bushy to ground, gd. color. Full & bushy to ground, gd. color. Full, well rooted, gd. color. Full flats, @12" o.c. well tooted, gd, color. · Full11ats@ 12·0.c.,wenrooted, gd. cok>r Full vine, stake Full.flats@ 1-2" O.C. w/ good color See Spec's . See Spec's. See this sheet APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING .eB.Etls.E. . LOCATION OF PLANTING AREAS .. PLANTING DETAILS & LEGEND : PLANNING DEPARTMENT : 2,5, ·· [ml CITY OF CARLSBAD 1rms1 I LANDSCAPE PLANS FOR: POINTSETTIA SHORES I ~-----~ APPR~ ~~ J ~ ,, 1,2,~w ASSISTMfl Pl.Al)INING DIREcyOR DATE DWN BY: I I DRAWING : NO. ---PROJECT NO. CHKD BY: RVWD BY: CT 94-01 337-9L CMWD 94-503 Doto: 05/1111/9-4 r..,., '10:37 PC f2 fll.E..C:\JIJBS\9210Ui\9216G17.(llll; : : . ' • ' SECTION 02810 IRRIGATION 1 .08 GENERAL REQUIREMENTS: PART 1 -GEl'fERAL A. CODE REQUIREMENTS SHALL BE THOSE OF STATE AND MUNICIPAL CODES AND REGULATIONS LOCALLY GOVERNING THIS WORK, PROVIDING THAT ANY REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS, NOT CONFLICTING THEREWITH BUT EXCEEDING THE CODE REQUIREMENTS SHALL GOVERN, UNLESS WRITTEN PERMISSION TO THE CONTRARY IS GRANTED BY THE DISTRICT. 1 .01 GENERAL CONDITIONS: A. B. 1.02 A. 1.03 A. 1.04 A. 1.05 A. B. 1.06 1.07 A. THE G,ENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1 ARE AN ADDED PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK AND APPLY TO THI$ SECTION A$ FULLY AS IF REPEATED HEREIN. THIS SPECIFICATION IS A SUPPLEMENT TO THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS. THE CONTRACTOR SHALL INSTALL ALL IRRIGATION WORK IN ACCORDENCE WITH THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICTS SPECIFICATIONS. SCOPE: THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REP EA TED HEREIN. 1. RELATED WORK: (A) LANDSCAPING SECTION ( 02900 ) SUBMITTALS: SUBMIT A UST OF ALL IRRIGATION EQUIPMENT TO BE USED, MANUFACTURER'S BROCHURES, MAINTENANCE MANUALS, GUARANTEES AND OPERATING INSTRUCTION$, GUARANTEE: --FURNISH GUARANTEE IN ACCORDANCE WITH THE GENERAL CONDITIONS, FOR A PERIOD Of ONE (1) YEAR FROM THE DATE OF FINALACCEPTANCE-ATTHE CONCLUSION OF THE MAINTENANCE PERIOD -ON COMPLETE WATER IRRIGATION SYSTEM, INCLUDING NON-SETTLING OF THE BACKFILL IN TRENCHES WHICH, IF OCCURS, SHALL BE CORRECTED, INCLUDING REPAIRS AND/OR REPLACEMENT OF ANY MATERIAL DAMAGED THEREBY OR THEREFROM. OBSERVATION: IN ALL CASES WHERE OBSERVATION OF THE SPRINKLER SYSTEM WORK IS REQUIRED AND/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE DIRECTION AND/OR OBSERVATION OF THE ARCHITECT OR HIS REPRESENTATIVE, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AT LEAST THREE (3) WORKING DAYS IN ADVANCE OF THE TIME SUCH INSPECTION AND/OR DIRECTION IS REQUIRED. OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS 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 COVER ANY LINES UNTIL THEY HAVE BEEN OBSERVED AND APPROVED. 2. UPON INSTALLATION AND TESTING OF VALVES, QUICK COUPLERS, BACKFLOW PREVENTER DEVICE, AUTOMATIC CONTROLLERS, AND CONTROL VALVES AND WIRES. 3. 4. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE PRESENCE OF THE ARCHITECT, SHALL PERFORM A COVERAGE TEST TO DETERMINE IF THE COVERAGE OF WATER AFFORDED THE LAWN AND PLANTING AREAS IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES TO COVER. FINAL OBSERVATION AND PERFORMANCE TEST SHALL BE AT THE SAME TIME AS THE FINAL OBSERVATION OF THE LANDSCAPE WORK. 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 AND APPROVED. CONTRACTOR SHALL FURNISH ALL EQUIPMENT REQUIRED FOR TEST INCLUDING SEVERAL PRESSURE GAUGES AS REQUIRED BY CITY INSPECTOR. RECORD DRAWINGS:. BEFORE FINAL ACCEPTANCE OF WORK, THE CONTRACTOR SHALL PROVIDE A RECORD SET OF DRAWINGS SHOWING THE SPRINKLER SYSTEM WORK. 1, 2. 3. 4. ANY CHANGES IN LOCATION OF ITEMS OR TYPE OF INSTALLATIONS FROM THAT SHOWN ON DRAWINGS SHALL BE SO INDICATED ON THE RECORD DRAWINGS. VALVES SHALL BE NUMBERED AND CORRESPONDING NUMBERS SHALL BE SHOWN ON THE RECORD DRAWINGS. ALL REMOTE CONTROL VALVES, SHUT-OFF VALVES, QUICK COUPLER VALVES SHALL BE LOCATED BY MEASURE DIMENSIONS. DIMENSIONS SHALL BE GIVEN TO PERMANENT OBJECTS AND $HALL BE TO THE NEAREST ONE-HALF FOOT. ON THE INSIDE SURFACE OF THE COVER OF EACH AUTOMATIC CONTROLLER, PREPARE AND MOUNT A CHART SHOWING THE VALVES AND SPRINKLER HEADS SERVICED BY THAT PARTICULAR CONTROLLER. ALL VALVES SHALL BE NUMBERED TO MATCH THE OPERATION SCHEDULE AND THE DRAWINGS AND SHALL BE COLOR CODED FOR EACH SEPARATE AREA SERVICED BY EACH VALVE. ONLY THOSE AREAS CONTROLLED BY THE CONTROLLER SHALL BE SHOWN. THIS CHART SHALL BE A PLOT PLAN, ENTIRE OR PARTIAL, SHOWING BUILDING. WALKS. ROADS AND WALLS, A PHOTOSTATIC PRINT OF THIS PLAN, REDUCED AS NECESSARY AND LEGIBLE IN ALL DETAILS, SHALL BE MADE TO A SIZE THAT WILL FIT INTO THE CONTROLLER COVER. THIS PRINT SHALL BE APPROVED BY THE ARCHITECT AND SHALL BE HERMETICALLY SEALED BY PLASTIC. THIS SHALL THEN BE SECURED TO THE INSIDE OF THE COVER. B. C. D. E. F. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING IN THE AREA DUE TO EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES CAUSED BY HIS OPERATIONS. CONNECTIONS SHALL BE MADE AT APPROXIMATELY THE LOCATIONS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS. LANDSCAPE HEADERS AND MOWING STRIPS SHALL BE IN PLACE BEFORE INSTALLATION OF SPRINKLER SYSTEM. SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS. PLAN LOCATIONS OF HEADS, VALVES, CONTROLLER ANO PIPE LINES ARE DIAGRAMMATIC AND INDICATE THE SPACING AND RELATIVE LOCATIONS OF ALL INSTALLATIONS. G. ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF FOUR (4) 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. L POINT OF CONNECTION SHALL BE APPROXIMATELY AS SHOWN ON DRAWINGS. CONNECT NEW UN'DERGROUND PIPING AND VALVES ANO PROVIDE ALL FLANGES, ADAPTERS OR OTHER NECESSARY FITTINGS FOR CONNECTION. J. PERMISSION TO SHUT OFF ANY EXISTING IN-USE WATER UN'ES MUST BE OBTAINED 48 HOURS IN ADVANCE, IN WRITING FROM THE OWNER. THE CONTRACTOR SHALL RECEIVE INSTRUCTIONS FROM THE OWNER, AS TO THE EXACT LENGTH OF TIME OF EACH SHUT-OFF, K. CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS. PART 2 -PRODUCTS 2.01 MATERIALS: A. PIPING: PIPE SIZES SHOWN ARE NOMINAL INSIDE DIAMETER UNLESS OTHERWISE NOTED. . 1. PVC PRESSURE MAINLINE PIPE FITTINGS:: ALL BURIED PRIVATE PIPING IN THE RECLArMED WATER SYSTEM SHALL BE INSTALLED WITH WARNING TAPE IDENTIFYING IT AS RECLAIMED WATER WITH THE EXCEPTION OF INTERMITTENT PRESSURE LINES. INTERMITTENT PRESSURE LINES (LINES 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 AS DETERMINED SOLELY BE THE DISTRICT ENGINEER OR INSPECTOR, THAT THE LINES ARE PART OF A RECLAIMED WATER SPRINKLER IRRIGATION SYSTEM. STENCILED PIPE, AS SPECIFIED BELOW, WILL BE ACCEPTED IN CONJUNCTION WITH WARNING TAPE. (A) (B) (C) (D) (E) (F) (G) (H) PRESSURE MAINLINE PIPING FOR SIZES 2" ANO LARGER SHALL BE PVC CLASS 315. AND SHALL BE PURPLE. PIPE SHALL BE MADE FROM AN NSF APPROVED TYPE 1, GRADE 1, PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATIONS "D1784". ALL PIPE MUST MEET REQUIREMENTS AS SET FORTH IN FEDERAL SPECIFICATIONS PS-22-70, WITH AN APPROPRIATE STANDARD DIMENSION (S.D.R.J -(SOLVENT WELD PIPE). PRESSURE MAINLINE PIPING FOR SIZES 1-1/2" AND SMALLER :SHALL BE PVC SCHEDULE 40 WITH SOLVENT WELDED JOINTS, AND SHALL BE PURPLE. 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. PVC SOLVENT-WELD FITTINGS SHALL BE SCHEDULE 40, 1-2, 11-1 NSF APPROVED CONFORMING TO ASTM TEST PROCEDURE 02466. SOLVENT CEMENT AND PRIMER FOR PVC SOLVENT WELD !PIPE AND FITTINGS SHALL BE OF TYPE AND INSTALLATION METHODS PRESCRIBED BY THE MANUFACTURER. :ALL PVC PIPE MUST BEAR THE FOLLOWING MARKINGS. 1. 2. 3. 4. 15, 6. MANUFACTURER'S NAME NOMINAL PIPE SIZE SCHEDULE OR CLASS PRESSURE RATING IN P.SJ. NSF (NATIONAL SANITATION FOLINOATION) APPROVAL DATE OF EXTRUSION ALL FITTINGS SHALL BEAR THE MANUFACTURER'S NAME OR 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). 5. IMMEDIATELY UPON INSTALLATION OF ANY BURIED PIPE OR EQUIPMENT, THE CONTRACTOR SHALL INDICATE ON THE DRAWINGS THE LOCATIONS OF SAID EQUIPMENT. DIMENSIONS SHALL BE GIVEN FROM PERMANENT OBJECTS SUCH AS BUILDINGS, SIDEWALKS, CURBS AND DRIVEWAYS. CITY INSPECTOR $HALL APPROVE CONTRACTOR'S AS BUILT PRINTS. LANDSCAPE ARCHITECT SHALL TRANSFER CONTRACTOR"$ AS BUILT INFORMATION ONTO CITY MYLARS AND SIGN THE MYLARS. CITY SHALL 2. ALL PIPE SHALL HAVE STENCILING APPEARING ON BOTH SIDES OF THE PIPE WITH THE MARKING "RECLAIMED WATER" IN 5/8" LETTERS REPEATED EVERY 12 INCHES. PVC NON-PRESSURE LATERAL LINE PIPING (A) NON-PRESSURE BURIED LATERAL LINE PIPING SHA.LL BE PVC CLASS 200 WITH SOLVENT-WELD JOINTS, AND SHALL BE PURPLE. SC APPROVE THE MYLARS AND APPLICANT SHALL HAVE A BONDED PRINTER '-i,.'t\D A~-!_.f,9, (APPROVED BY THE CITY) PICK UP THE MYLARS AND PROVIDE ONE SET (B) $ ,.. ':,, 'l"ESHt. ~1, OF PHOTO MYLARS AND THREE SETS OF BLUELINES FOR C.M.W.D. ~ V .,, '••'~ "' t~ 'tl .:.-~ PIPE SHALL BE MADE FROM NSF APPROVED, TYPE 1, GRADE 11 PVC COMPOUND CONFORMING TO ASTM SPECIFICATIONS "D1784". ALL PIPE MUST MEET REQUIREMENTS SET FORTH IN FEDERAL SPECIFICATION PS-22-70 WITH AN APPROPRIATE STANDARD DIMENSION RATIO. _,S:! r;. ....t -~ S.gnature .fa' .A, I~ B. c, D. E. F. G. H. I. 3. (C) EXCEPT AS NOTED IN PARAGRAPHS (A) AND (8) OF SECTION 2.01 .A.1 (A) AND (BJ, ALL REQUIREMENTS FOR NON-PRESSURE LATERAL LINE PIPE AND FITTINGS SHALL BE THE SAME AS FOR SOLVENT-WELD PRESSURE MAINLINE PIPE AND FITTINGS AS SET FORTH IN SECTION 2.01.A.1 OF THESE SPECIFICATIONS, (PRIMER NOT REQUIRED). ALL UNSIZED END RUN LATERAL LINES SHALL BE 1/2" PIPE. BRASS PIPE SHALL BE JPS STANDARD WEIGHT 125 POUNDS, 85% RED BRASS. FITTINGS AND CONNECTIONS: 1. POLYVINYL CHLORIDE PIP'E FITTINGS AND OONNECTIONS: TYPE II, GRADE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING, TAPERED SOCKET OR MOLDED THREAD TYPE, SUITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE THREADED FITTINGS Ar-;/D PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED WITH FOLLOWING INFORMATION: NOMINAL PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION '(NSF) SEAL OF APPROVAL. PVC FITTING SHALL CONFORM TO ASTM D2464 AND 02466. 2. 8RASS PIPE FITTINGS AND CONNECTIONS: StANDARD 125 POUND CLASS 85% RED BRASS FITTINGS AND CONNEC"TIIONS. 3. WARNINGTAPE: THE PLASTIC WARNING TAPE SHALL BE PREPARED WITH SILVER PRINTING ON A PURPLE FIELD HAVING THE WORDS, 'CAUTION: RECLAIMED WATER LINE BELOW". THE OVERALL WIDTH SHALL BE 3 INCHES. WARNING (CAUTION) TJl:PE SHALL BE AS MANUFACTURED BY THOR ENTERPRISES, INC,, P, 0. BOX 450, SUN PRAIRIE, WISCONSIN, 53590, ,(PHONE: (608) 837-7197). WARNING TAPES SHALL BE INSTALLED DIRECTLY ON TOP OF THE iPJPE LONGITUDINALLY AND SHALL BE CENTERED. THE WARNING TAPE SHALL BE INSTALLED CONTINUOUSLY FOR THE ENTIRE LENGTH OF THE PIPE AND SHALL BE FASTENED TO EACH PIPE LENGTH BY ;PLASTIC TAPE BANDED AROUND THE PIPE WITH FASTENERS NO MORE THAN 5 FEET APART. TAPING ATTACHED TO THE SECTIONS OF iPIPE BEFORE LAYING IN THE TRENCH SHALL HAVE FLAPS SUFFICIENT !FOR CONTINUOUS COVERAGE. ALL RISERS BETWEEN THE MAINLINE AND CONTROL VALVES SHALL BE INSTALLED WITH WARNING TAPE. A SECOND WARNING TAPE RUNNING CONTINUOUSLY ABOVE PIPING TO BE INSTALLED 12 INCHES ABOVE RECLAIMED WATER LINE AUTOMATIC CONTROL WIRE: 1. ELECTRIC WIRING RUNNING FROM CONTROLtER TO nlE AUTOMATIC CONTROL VALVES SHALL BE NO. 14, SOLID, SINGLE CONDUCTOR, COPPER WIRE, 4/64 INCH INSULATION, 4/64 INCH NEOPRENE JACKET, STYLE BR (DIRECT BURIAL) OR EQUAL, COLOR CODE WIRES TO EACH VALVE, COMMON WIRE SHALL BE WHITE. AUTOMATIC CONTROLLER: 1. CONTROl:LER SHALL BE FURNISHED AND 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. 3, 4. s. 6. 7. 6. 9. UNIT SHM.L HAVE A MINIMUM OF STATIONS C,;ILLED OUT ON PLANS. CONTROLLER SHALL BE THE LATEST MODEL l)F THE PARTICULAR MANUFACTURER SUPPUED. fJNff SHALL BE A 120-VOL T, 6,0-CYCL!E CONTROLLER, BE COMPLETELY AUTOMATIC AND SHALL FUNCTION OPTIONALLY WITH OR WITHOUT THE CLOCK. ANY STATION MAY BE REPEATED INDEPENOENl'i!.V IN ANY 24 HOURS. STATIONS SHALL BE ADJUSTABLE FROM 1 TO 59 MINUTES. CONTROL PANEL SHALL BE REMOVABLE PLUG-IN TYPE. MECHANISM SHALL BE HOUSED IN A STURDY, ',\ANDAL-PROOF CASE, MANUFACTURED OF 14-GAUGE STEEL, OR CASE ALUMINUM; FURNISHED FOR MAXIMUM EXTERIOR PROTECTION. ;fHE CLOCK AND ALL WORKING PARTS OF THE CONTROLLER SHALL BE CONTAINED WITHIN ONE PROTECTING COVER. CONTROL VALVES: 1. !REMOTE CONTROL VALVES SHALL BE OF ALLIPI.ASTIC BODY. VALVE !SHALL BE PROVIDED WITH AN ADJUSTABLE'FLOW CONTROL STEM AND SHALL BE OPERABLE MANUALLY WITHOUT ELECTRICITY. VALVE SOX: 1. 2, · !FOR REMOTE CONTROL VALVES 9-1V2" X 16" xi1•1• RECTANGULAR BOX MANUFACTURED BY CARSON INDUSTRIES #t4'129-12B WITH PURPLE BOLT DOWN COVER OR APPROVED EQUAL. FOR BALL VALVE: 10" X 10'114" ROUND, CAOO©N INOUSTR1ES '910- 128 WITH PURPLE BOLT COVER OR APPROVED EQUAL. EXTENSION SLEEVE TO BE PVC-6" MINIMUM SIZE. ANTI-DRAIN EXCESS FLOW VALVES: , 1. ANTI-DRAIN EXCESS FLOW VALVES SHALL BE IMAINTENANCE 'FREE AND CONSTRUCTED OF HEAVY DUTY TYPE I PVC WITH STAINLESS STEEL AND NEOPRENE INTERNAL PARTS. VALVES SHALL BE ~DJUSTABLE FROM 5 FEET TO 40 FEET OF HEAD AND SHALL PREVENT ALL LOW HEAD DRAINAGE QUICKLY AND POSITIVELY AFTER RVC SHUT-OFF. VALVES SHALL HAVE A FEMALE IPS THREADED INLET AND OUTLET AND BE OF THE SAME SIZE AS THE RISER. THE ANTI-DRAIN VALVES SHALL BE HUNTER HCV. OR APPROVED EQUAL. SPRINKLER HEADS SHALL BE AS REQUIRED ON THE DRAWINGS OR APPROVED EQUAL. QUICK COUPLER ASSEMBLY: 1. NON-POTABLE QUICK COUPLER VALVE: (A) jB) QUICK COUPLER• VALVE SHALL BE 1"' SIZE: LOCKING CAP, RUBBER COVER WITH NON-POTABLE WARNING LABEL WITH ACME THREAD TYPE. QUICK COUPLER KEY SHALL BE OF BR~SS/BRONZE WITH A HOSE BIB ASSEMBLY. BENCHMARK: it Ron Dai,w~~ ..r;; Oat.,J ~ · ",f;-£ OF Cfl\.\'<1:1~ ()~ DESIGNED ll'r': M1'E: ---~-"AS-BUILT" DESCRIPTION: STAIOl!O DISC SET fUJSH IN £AST CORl£R ON lilORTH NlllNENT Of EAST llRtOO( TESHIMA DESIGN GROUP. LAM>SCAPE ARCHITECTURE LAND PLANNING 9903 )'hr'o:ssy-tk Ave .. Suite c San Diego. CA 92131 Telephone: (619) 69'3 8824 FAX:(619)693-1182 CONSULT~S 72ZO ~n'do £.ncino• Suite ~ Corlsbod, C,Jlif~ 92009 ••e-u,-1100 tall:~ li-931-9680 OMI E"9l~ring Pl(mning Prn,cesinc;i ~~ii; DRAWN BY, _____ SCALE: r "' 40' PROJECT MGR.• ,I08 NO.:,~----• 1------------------t P.£. __ _ RE't/lEWED BY: D,\TE: RC£: INSPECTOR ( LOCATION: EKP., ____ _ £1£VATlON: II I nox. JOO FEIT SOU1'H Of SOUTH 8tTRI' YO CAAi.SiMD StATE PARK 40 fEIT £AST or CENlIRl.lN[ or NORTH 80IMD CARlSi:Wl BLVD. ON PONTO smEEf ll!IDC£ MO. A'7882 NOR1H COUNTY \'ERTIC'A. mNmOL. DATA 800K. 'PAGE 135 NO. OC 0147 50.5513 11.S.L J, K. M. N. 0. CHECK VALVES SHALL BE OF BRASS OR BRONZE, VERTICAL SPRING- LOADED AND SWING CHECK. BALL VALVES: 1. BALL VALVE 1 INCH SIZE TO 2 INCH SIZE SHALL MEET ASTM STANDARDS WITH SEALS WHICH ARE $ELF ADJUSTING TO COMPENSATE WEAR. BALL VALVES SHALL HAVE MOLDED MICRO- FINISH BALL WITH LOW TORQUE REQUIREMENTS TO OPERATE UNIT MANUALLY. BALL VALVE SHALL HAVE A PATENTED FEATURE - "PRELOADED" STEM SEAL AND IMPACT RESISTANT HANDLES. 2. BALL VALVE 2" SIZE TO 4" SIZE SHALL HAVE DOUBLE UNION WITH ONE END BLOCKED WHICH PREVENTS BALL FROM BEING BLOWN OUT UNDER PRESSURE. BALL SEATS ARE TEFLON TO INSURE EASE OF OPERATION. END CONNECTOR CARRIER AND STEM O'RING ARE EPDM. 3. PRODUCT: 1" • 2"" SIZE (KING BROS. LO-TORQUE BALL VALVE MODELS LT. 1000-T THAU LT.2000-T) 2" -4" SIZE (KING BROS. BLOCK TRUE UNION BALL VALVE MODELS VALENCIA, CALIFORNIA 91384 PHONE: (800) 541-2672 OR (805) 257-3262. CONCRETE FOOTINGS SHALL BE 2,000 PSI CONCRETE AT 28 DAYS. BACKFILL SHALL BE CLEAN FILL SOIL. CONTRACTOR SHALL PROVIDE TO THE OWNER: 1. TWO (2) CONTROL VALVE KEYS. 2. TWO (2) WRENCHES FOR REMOVING EACH DIFFERENT TYPE OF SPRINKLER HEAD. 3. ONE (1) 46"TEE WRENCH FOR OPERATING GATE VALVES. 4. 5. SIX (6) QUICK COUPLER KEYS AND SIX (6) HOSE BIB ASSEMBLIES. FIVE (5) KEYS FOR OPENING AND LOCKING EACH AUTOMATIC CONTROLLER. P. 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 ADJUSTED AS NECESSARY AS DIRECTED TO MEET EXISTING CONDITIONS ANO OBTAIN COMPLETE WATER COVERAGE. LOCATE AND STAKE ALL WORK AND OBTAIN APPROVAL OF THE ARCHITECT BEFORE INSTALLATIONS. B. INSTALL AND EXTEND SYSTEM AS SHOWN ON THE DRAWINGS, AND AS NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. C. LOCATE LINES, VALVES AND OTHER UNDERGROUND UTILITIES AND RECEIVE THE APPROVAL OF THE ARCHITECT BEFORE DIGGING TRENCHES. 3.02 INSTALLATION OF IRRIGATION SYSTEM: A. EXCAVATION ANO BACKFILLING OF TRENCHES: 1. EXCAVATE TRENCHES, PREPARE SUBGRADE, AND BACKFILL TO LINE AND GRADE WITH SUFFICIENT ROOM FOR PIPE FITTINGS, TESTING AND INSPECTING OPERATIONS. DO NOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECTED TO A HYDROSTATIC TEST AS SPECIFIED. C. D. 6. 7. 8. PIPE SHALL BE SNAKED FROM SIDE-TO-SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR INSPECTION DURING TESTING. NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTIONS HAVE BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING AND CURING. 9. PLASTIC TO METAL JOINTS: SOLVENT-WELD, USING SOLVENT RECOMMENDED BY PIPE MANUFACTURER ONLY. 10. PLASTIC TO PLASTIC JOINTS: SOLVENT-WELD, USING SOLVENT RECOMMENDED BY PIPE MANUFACTURER ONLY. 11. 12. SOLVENT-WELD JOINTS: ASSEMBLE PER MANUFACTURER'S RECOMMENDATION. THRUST BLOCKS: THRUST BLOCKS CONSISTING Of A MINIMUM OF ONE (1) CUBIC FOOT OF CONCRETE (2,000 PSI) SHALL BE INSTALLED AROUND MAIN LINES THREE INCHES (3") AND ABOVE AT ELBOWS AND AT POINTS OF CHANGE IN DIRECTION. INSTALLATION OF BRASS PIPE: 1, 2. CUT BRASS PIPING BY POWER HACKSAW, CIRCULAR CUTTING MACHINE USING AN ABRASIVE WHEEL, OR HAND HACKSAW. CUT NO PIPING WITH METALLIC WHEEL CUTTER OF ANY DESCRIPTION. REAM AND REMOVE ROUGH EDGES OR BURRS SO SMOOTH AND UNOBSTRUCTED FLOW IS OBTAINED. CAREFULLY AND SMOOTHLY PLACE ON' MALE THREAD ONLY. TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES. CAULKING IS NOT PERMITTED. REMOTE CONTROL WIRING: 1. 2. 3. 4. 6. DIRECT BURIAL CONTROL WIRE SIZES: AS SHOWN AND SPECIFIED HEREIN BEFORE. . PROVIDE ONE CONTROL WIRE AND ONE COMMON GROUND Wl'RE TO SERVICE EACH VALVE IN SYSTEM. PROVIDE 4-FOOT MINIMUM EXPANSION LOOP AT EACH VALVE TO \PERMIT REMOVAL AND MAINTENANCE OF VALVES, INSTALL CONTROL WIRES. AND IRRIGATION PIPING IN COMMON TRENCHES WHEREVER POSSIBLE. CONTROL WIRE SPLICES: ALLOW ONLY ON RUl'fS OF MORE THAN 300 FEET, SPLICES AS 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) (4) SEAL CONNECTOR IN EPOXY RESIN. TAPE COMPLETED SPLICE WITH SCOTCH 33 ELECTRICAL TAPE. NUMBERING AND TAGGING: IDENTIFY DIRECT BURIAL CONTROL WIRES FROM AUTOMATIC VALVES TO TERMINAL STRIPS OF CONTROLLER AT TERMINAL STRIP BY TAGGING WIRE WITH NUMBER OF CONNECTED VALVE. E. AUTOMATIC CONTROLLER: B. 2. DEPTH OF TRENCH: 3. 4. 5. 6. 7. POL YVlNYL, CHLORIDE PRESSURE LINE 18' MINIMUM COVER OVER PIPE. POLYVINYL CHLORIDE NON-PRESSURE LINE i 2" MINIMUM COVER OVER PIPE, TRENCHING THROUGH AREAS WHERE TOPSOIL HAS BEEN SPREAD: (A) DEPOSIT TOPSOIL ON ONE SIDE OF TRENCH AND SUBSOIL ON OPPOSITIE SIDE. 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 REPAIR AfN LEAKS AND REPLACE ALL DEFECTIVE PIPE FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN INSPECTED AND APPROVED FOR TIGHTNESS, QUALITY OF WORKMANSHIP AND MATERIALS. BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE AND APPROVED MATERIAL. TAMPING SOIL AROUND PIPE AND THOROUGHLY COMPACTING ALL TRENCH FILLS UNTIL 90% COMPACTION HAS BEEN ACHIEVED. BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROCKS AND CLODS. INSTALLATION OF POLYVINYL CHLORIDE PIPE: 1 . 2. 3. 4. 5. BECAUSE OF THE NATURE OF PLASTIC PIPE AND FITTINGS, EXERCISE CAUTION IN HANDLING, LOADING AND STORING, TO AVOID DAMAGE. THE PIPE AND FITTINGS SHALL BE STORED UNDER COVER UNTIL USING, AND SHALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY FLAT SO AS NOT TO BE SUBJECTED TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCARDED UNTIL SUCH DENTED OR DAMAGED SECTION IS CUT AND REJOINED WITH A COUPLING. TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH GRADE TO THE TOP OF THE PIPE. THE BOTTOM OF THE TRENCH SHALL BE FREE OF ROCKS, CLODS, AND OTHER SHARP-EDGED OBJECTS. PIPE ENOS AND FITTINGS SHALL BE WIPED WITH MEK, 0 1R EQUAL, BEFORE WELDING SOLVENT IS APPLIED. WELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL BE BEVELED TO REMOVE BURRS AND EXCESS BEFORE FITTING AND GLUING TOGETHER. F. G. H. I. J. APPROVED ,FOR PLA.NTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. 1. 2. AUTOMATIC CONTROLLER SHALL BE INSTALLED AS SHOWN Afttl DIRECTED. CONTROLLER SHALL BE TESTED WITH COMPLETE ELECTRICAL CONNECTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY POWER TO THE CONTROLLER FOR OPERATION AND TESTING PURPOSES. CONNECTIONS TO CONTROL WIRING SHALL BE MADE WITHIN THE PEDESTAL OF THE CONTROLLER. ALL WIRE SHALL FOLLOW THE PRESSURE MAIN INSOFAR AS POSSIBLE. 3. ELECTRICAL WIRING SHALL BE IN A RIGID PVC PLASTIC CONDUIT FROM CONTROLLER TO ELECTRICAL OUTLET. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WIRING TO THE SUB-PANELS, CLOCKS, OR ELSEWHERE AS REQUIRED, IN ORDER TO COMPLETE THIS INSTALLATION. A DISCONNECT SWITCH SHALL BE INCLUDED. 4, CONTROLLER SHALL HAVE A MASTER SWITCH. IT SHALL BE POSSIBLE TO OPERATE EACH VALVE MANUALLY, INDEPENDENT OF THE CLOCK OF ANY OTHER VALVE. REMOTE CONTROL VALVES: 1. INSTALL REMOTE CONTROL VALVES AS SHOWN ON DETAR... INSTALL NO MORE THAN ONE VALVE PER BOX. STENCIL VALVE NUMBER AND CONTROLLER LETTER ON UNDERSIDE OF VALVE BOX LID. VALVE BOX: 1. INSTALL VALVE BOXES AS SHOWN ON DETAIL. INSTALL NO MORE THAN ONE VALVE PER BOX. SPRINKLER HEADS: 1. ALL SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS SHOWN. 2. NOZZLE SIZE OF ALL HEADS SHALL BE ADJUSTED TO SUIT /WY PARTICULAR CONDITIONS OF THE AREA. THIS SHALL BE DONE AFTER THE SYSTEM HAS BEEN THOROUGHLY TESTED, IMMEDIATELY AFTER WRITTEN NOTIFICATION BY THE ARCHITECT TO DO SO, QUICK COUPLER ASSEMBLY: 1. INSTALL ALL QUICK COUPLERS AS INDICATED ON DRAWINGS ANO 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. BALL VALVES: 1. INSTALL WHERE SHOWN AS DETAILED. SPECIFICATIONS LANDSCAPE PLANS FOR: P0INTSETTIA SHORES APPR<MO ;a -, 7. /~ V ASSISTANT PLANNINs,rDIRECTOR / '{') lf-zt-'/Y . OME tMlE Nlllll. OIGI-OF W0IIK REVISION DESCRIPTION ~L MT£ --CH 8Y --__ I OWN 8Y: ---1 PROJECT NO. ----APPR(MIL~----t-an---~-.--11 ~ BY~ --CT 94-01' ~c«o 337-9L. CMWD 94-503 llok li>/!>9/t4 r.,,., Dt:17 PC 12 RE..c:\,oes\'2101"'92111C17.aG : ' K. BACKFLOW PREVENTER: 1. BACKFLOW PREVENTER ASSEMBLY SHALL BE INSTALLED IN ACCORD WITH MANUFACTURER'S SPECIFICATIONS, LOCATED AND AS DIRECTEV ON DRAWINGS, AND SHALL CONFORM TO ALL APPLICABLE CODE AND ORDINANCE REQUIREMENTS. 2. t: EXACT LOCATION ANO POSITIONING SHALL BE PER THE CITY OF CARLSBAD WATER DISTRICT (STD. DWG. #W-20) DETAIL AND VERIFIED ON THE SITE BY THE ARCHITECT. L. PRESSURE REGULATOR SHALL BE INSTALLED AS PER DRAWINGS AND DETAIL. VERIFY FINAL LOCATION WITH ARCHITECT. M. INSTALLATION OF ANTI-DRAIN VALVES: ANTI-DRAIN VALVES SHALL BE INSTALLED IN THE RISER ASSEMBLIES OF ALL SPRINKLER HEAD$ THAT DO NOT HAVE MANUFACTURE INSTALLED ANTI-DRAIN DEVICES. N. INSTALL QUICK COUPLERS AND REMOTE CONTROL VALVES ADJACENT TO WALKS AND CURBS IN SHRUB PLANTING AREAS. INSTALL QUICK COUPLER VALVES NO FURTHER THAN 100' APART. O. SLEEVING: 1. CROSSING OF ROADS WITH IRRIGATION PIPE OR WIRING SHALL BE AVOIDED WHEREVER POSSIBLE. IF A CROSSING MUST BE MADE, SCHEDULE 80 PVC SLEEVE$ $HALL BE INSTALLED AT A MINIMUM DEPTH OF 30" BELOW FINISH GRADE. 2. IRRIGATION LINES UNDER OTHER ASPHALT CONCRETE OR PORTLAND CONCRETE IMPROVEMENTS (OTHER THAN ROAD$) $HALL BE INSTALLED IN SCHEDULE 40 PVC SLEEVES AT A 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 IN 0-1. AND 0-2. ABOVE. 3.03 CLEAN-UP: A. AS PROJECT PROGRESSES, CONTRACTOR $HALL MAINTAIN ALL AREAS lN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF THE PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK. HE SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO THE PLANTINGS. 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 THEREWln-t. 1.02 SCOPE A. B. 1.03 A. 1,04 A. 1.05 A. B. C. 1.06 A. THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN AND AS REQUIRED TO COMPLETE PROPERLY THE CONTRACT. RELATED WORK: 1. 2. EARTHWORK IRRIGATION SUBMITTALS (SECTION 02200) (SECTION 02810) CONTRACTOR SHALL SUBMIT A TYPEWRITTEN LIST WITH SPECl!FICATIONS OF ALL FEASIBLE MATERIALS, INCLUDING SOIL AMENDMENTS, FERTILIZERS, PLANT MATERIALS, ETC., WITH QUANTITIES OF EACH. DEFINmONS OF TERMS 'PLANTING AREA" SHALL MEAN ALL AREAS TO BE SEEDED, SODDED, PLANTED WITH TREES, SHRUBS, AND/OR GROUNDCOVERS. GUARANTEES AND REPLACEMENTS PLANT MATERIALS: PLANTS (15-GALLON SIZE AND LARGER) SHALL BE GUARANTEED TO LIVE AND GROW IN HEAL THY CONDITION DURING THE AGREED UPON 90 DAY MAINTENANCE PERIOD OR UNTIL FINAL ACCEPTANCE (3.20 PART B). PLANT MATERIAL WILL CONTINUE TO BE GUARANTEED FOR ONE (1) YEAR. PLANT MATERIAL SMALLER THAN 15-GALLON SIZE: $HALL BE GUARANTEED TO LIVE AND GROW IN VIGOROUS HEAL THY UPRIGHT CONDITION FOR A MINIMUM OF ONE GROWING SEASON AFTER FINAL ACCEPTANCE OF WORK (EXCLUDING SEASONAL COLOR). 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 THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED, PLANTED AND FERTILIZED AS ORIGINALLY SPECIFIED AT NO COSTS TO OWNER. VERIFICATION OF EXISTING CONDITIONS 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. 1.07 1.08 A. B. C. D. E. 1.09 A. B. c. 1.10 A. PRIOR TO THE EXCAVATION FOR PLANTING OR PLACING OF PLANT MATERIALS, THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES ANO OTHER IMPROVEMENTS, AND TAKE PROPER PRECAUTIONS TO AVOID DAMAGE TO SUCH IMPROVEMENTS. IN THE EVENT OF CONFLICT BETWEEN SUCH IMPROVEMENTS AND PLANT LOCATIONS, THE CONTRACTOR $HALL NOTIFY THE LANDSCAPE ARCHITECT, AND ARRANGEMENTS WILL BE MADE FOR RELOCATION AS NECESSARY. FAILURE TO FOLLOW THIS PROCEDURE PLACES UPON THE CONTRACTOR THE RESPONSIBILITY FOR MAKING ANY AND ALL REPAIRS FOR DAMAGE RESULTING FROM WORK AS HEREIN SPECIFIED AT HIS OWN EXPENSE. PROTECTION OF EXISTING IMPROVEMENTS DURING THE CONSTRUCTION AND MAINTENANCE PERIOD, THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINE$, DRAINAGE LINES, AND ALL OTHER UNDERGROUND FACILITIES AND ALL PAVING, STRUCTURES, FIXTURES, AND EXISTING PLANTINGS. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY AND ALL DAMAGE TO SUCH IMPROVEMENTS AND SHALL COMPLETELY REPAIR OR REPLACE THE SAME AT NO COST TO THE OWNER. INSTRUCTIONS AND OBSERVATION ALL CHANGES AND DEVIATIONS TO THE PLANS AND SPECIFICATIONS SHALL BE CONFIRMED IN WRrTING BY THE LANDSCAPE ARCHITECT TO THE CONTRACTOR PRIOR TO CHANGES BEING IMPLEMENTED. THE CONTRACTOR'"$ SUPERVISOR $HALL BE AVAILABLE ON CALL TO MAKE A JOINT OBSERVATION WITH THE OWNER'S REPRESENTATIVE OF THE WORK. 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. PLANTS SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AT THE PLACE OF GROWTH AND/OR UPON DELIVERY TO THE SITE FOR QUALITY, SIZE AND VARIETY. SUCH APPROVAL SHALL NOT IMPAIR THE RIGHT OF OBSERVATION AND REJECTION AT THE SITE DURING PROGRESS OF WORK FOR 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. SITE OBSERVATIONS HEREIN SPECIFIED $HALL BE MADE BY THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF A SITE OBSERVATION AT LEAST 48 HOURS IN ADVANCE OF AN OBSERVATION. AN OBSERVATION WILL BE MADE 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 THE LANDSCAPE ARCHITECT. n-tE CITY INSPECTOR SHALL BE PRESENT FOR ALL SITE OBSERVATION MEETINGS. 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 A LICENSED LABORATORY SHALL BE SUBMITTED AND PAID FOR BY THE CONTRACTOR FOR AGRICULTURAL SUITABILITY AND APPROVED BY THE CITY AND THE LANDSCAPE ARCHITECT ONCE ROUGH GRADING HAS BEEN COMPLETED, AND PRIOR TO INSTALLING ANY 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. 6. PRE•MAINTENANCE OBSERVATION: WHEN PLANTING AND ALL OTHER INDICATED OR SPECIFIED WORK, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED. ACCEPTANCE AND WRITTEN APPROVAL SHALL ESTABLISH BEGINNING OF THE MAINTENANCE PERIOD. THIS IS NOT A FINAL OBSERVATION OR ACCEPTANCE. AND IT DOES NOT RELIEVE THE CONTRACTOR FROM ANY OF THE RESPONSIBILITIES IN THE CONTRACT DOCUMENTS FOR THIS PROJECT. 7. FINAL SITE OBSERVATION AT THE COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD. THIS OBSERVATION SHALL ESTABLISH THE BEGINNING DATE FOR THE GUARANTEE PERIOD. 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. SUSPENSION OF WORK 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 FOR THE REASONABLE PERFORMANCE OF THE WORK, OR FOR SUCH TIME AS IS NECESSARY DUE TO THE FAILURE ON THE PART OF THE CONTRACTOR TO CARRY OUT ORDERS GIVEN OR TO PERFORM ANY OR ALL PROVISIONS OF THE CONTRACT. IF IT SHOULD BECOME NECESSARY TO STOP WORK FOR AN INDEFINITE PERIOD, THE CONTRACTOR SHALL STORE ALL MATERIALS IN SUCH A MANNER THAT THEY WILL NOT BECOME AN OBSTRUCTION NOR BECOME DAMAGED IN ANY WAY, AND HE SHALL TAKE 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. GRADING, SOIL PRE'PARATION, 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 THAT 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 ARE ATTAINABLE. CERTIFICATIONS AND NOTICE OF DELIVERY OF MATERIAL THE 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 FOR ALL SOIL, FERTILIZERS, SOIL CONDITIONERS, PLANS AND OTHER MATERIALS. RECOMMENDATION SHALL BE MADE BY THE LANDSCAPE ARCHITECT TO THE OWNER TO STOP WORK PROGRESS UNTIL CERTIFICATES ARE RECEIVED AND REVIEWED BY THE LANDSCAPE ARCHITECT. B. 1.11 A. 1.12 A. B. C. 1.13 A. B. C. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN ADVANCE WHEN ALL MATERIALS ARE TO BE DELIVERED AND THE MANNER OF SHIPMENT, AND $HALL FURNISH THEREWITH AN ITEMIZED LIST, IN DUPLICATE, OF THE ACTUAL QUANTITY OF MATERIAL IN EACH DELIVERY, IN ORDER TO ENSURE SATISFACTORY COORDINATION OF DELIVERY, AND TO EXPEDITE THE REQUIRED INSPECTION AT THE POINT OF DELIVERY. THE ITEMIZED LIST, IN DUPLICATE, FOR EACH DELIVERY OF PLANT MATERIAL SHALL INCLUDE INVOICES CERTIFYING THAT SUBJECT MATERIAL HAS BEEN INSPECTED AS REQUIRED BY THE STATE AGRICULTURAL CODE PRIOR TO ACCEPTANCE OR PLANTING. PARTICULAR CARE, USING APPROVED EQUIPMENT, SHALL BE EXERCISED TO ENSURE SAFE LOADING, UNLOADING, SHIPPING AND HANDLING FOR ALL PLANTINGS FROM SOURCE TO IN-PLACE LOCATION$ INDICATED ON n-tE DRAWINGS. PLANT MATERIALS QUANTITIES FOR PLANT MATERIALS ARE SHOWN PER l>lAN FOR CONVENIENCE ONLY AND NOT GUARANTEED. CONTRACTOR SHALL CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS. INVOICE OF MATERIALS UPON DELIVERY OF MATERIALS AND/OR COMPLETION OF ALL SOit. CONDITIONING ANO GRADING, BUT PRIOR TO INITIATING PLANTING OPERATIONS, THE LANDSCAPE ARCHITECT WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR SOIL PREPARATION MATERIALS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL QUANTITIES OF EACH MATERIAL FURNISHED AGAINST n-tE TOTAL AREA TO EACH OPERATION. IF THE MINIMUM RATES OF APPLICATION HAVE NOT BEEN MET, THE LANDSCAPE ARCHITECT WILL REQUIRE THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED. AFTER INSTALLATION OF PLANT MATERIALS, BUT PRIOR TO THE PRE- MAINTENANCE SITE OBSERVATION, THE LANDSCAPE ARCHITECT, WITIH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES ANO RELATED ITEMS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA AND/OR THE AMOUNTS SPECIFIED. IF THE MINIMUM AMOUNTS HAVE NOT BEEN FURNISHED, THE LANDSCAPE ARCHITECT WILL REQUIRE THE INSTALLATION OF ADDITIONAL MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED. 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 AMENDMENT$ HAVE BEEN THOROUGHLY MIXED INTO THE SITE, RANDOM $AMPLE$ OF THE MIXED SOIL WILL BE TAKEN BY THE OWNER'S REPRESENTATIVE 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. PROTECTION OF EXISTING TREES, SHRUBS AND VINES IT IS THE INTENT OF THE PROJECT THAT CERTAIN AREi<$ OF TH'E EXISTING PLANT MATERIALS SHALL BE RETAINED. PRIOR TO THE REMOVAL OF ANY TREES, n-tE CONTRACTOR SHALL CONFER WITH THE LANDSCAPE ARCHITECT TO DETERMINE THOSE PLANTS THAT ARE TO REMAIN. ALL EXISTING TREES WHICH ARE TO REMAIN IN THE PRQ.!/ECT SHALL BE TAGGED AND IDENTIFIED BY THE CONTRACTOR PRIOR TO START OF WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TREES THAT ARE TO REMAIN IN THE PROJECT. DAMAGE TO A PLANT WHICH RESULTS IN iDEATH OR PERMANENT DISFIGURATION SHALL RESULT IN THE COMPLETE REMOVAL OF THE PLANT, INCLUDING ROOTS, FROM THE SITE BY THE CONTRACTOR. THE CONTRACTOR AT HI$ OWN EXPENSE $HALL REPLACE THE PLANT Wln-t ONE OF EQUAL VALUE AS ESTABLISHED BY THE LANDSCAPE ARCHITECT OR REIMBURSE THE OWNER THE COST OF SAID REPLACEMENT IF A REPLACEMENT CANNOT BE OBTAINED. THE LANDSCAPE ARCHITECT SHALL BE THE SOLE JUDGE OF THE CONDITION OF THE PLANT. D. ALL EXISTING TREES THAT ARE TO REMAIN SHALL BE PROTECTED AT ALL TIMES FROM DAMAGE BY MEN AND EQUIPMENT. ALL DAMAGE BV THE CONTRACTOR TO EXISTING PLANTS SHALL BE REPAIRED AT HIS EXPENSE BY PERSONNEL APPROVED BY THE LANDSCAPE ARCHITECT. E. THE CONTRACTOR SHALL INSURE THAT NO FOREIGN MAcERIAL AND/OR LIQUID, SUCH AS PAINT, CONCRETE, CEMENT, OIL, TURPENTINE, ACID OR THE LIKE, BE DEPOSITED OR ALLOWED TO BE DEPOSITED ON ANY SOIL WITHIN THE DRIPLINE (THE OUTSIDE EDGE OF FOLIAGE OVERHEAD) OF ANY TREE OR SHRUB OR WITHIN 6' OF THE TRUNK OF A VINE. SHOULD ANY SUCH POISONING OF THE SOIL OCCUR. THE CONTRACTOR SHALL REMOVE SAID SOIL AS DIRECTED BY THE LANDSCAPE ARCHITECT AND REPLACE IT WITH ACCEPTABLE SOIL AT NO EXPENSE TO THE OWNER. F. EXCAVATION ADJACENT liO EXISTING TREES AND SHRUBS; WHERE IT IS NECESSARY TO EXCAVATE IN CLOSE PROXIMITY TO EXISTING TREES AND SHRUBS, ALL POSSIBLE CAUTION SHALL BE EXERCISED TO AVOID INJURY TO ROOTS AND TRUNK. EXCAVATION CLOSE TO TREE$ $HALL BE BY HAND, TUNNELING UNDER ROOTS 2" AND LARGER IN DIAMETER. CUTTING OF ROOTS 2' AND LARGER SHALL BE ONLY ON THE APPROVAL OF THE LANDSCAPE ARCHITECT. PAINT CUT ROOTS WITHIN 24 HOURS OF INITIAL DAMAGE WITH APPROVED PRUNING PAINT. WHEN THIS IS NOT POSSIBLE, KEEP THE SIDE OF EXCAVATION ADJACENT TO TREE SHADED WITH MOIST BURLAP OR CANVAS. PART 2 -PRODUCTS 2.01 QUALITY A. ALL MATERIALS SHALL BE OF STANDAR0, APPRO'IEll, AND FIRST GRADE QUALITY AND SHALL BE IN PRIME CONDITION WHEN INSTALLED ANO ACCEPTED. ALL COMMERCIALLY PROCESSED AND/OR PACKAGED MATERIALS SHALL BE DELIVERED TO THE SITE IN n-tE ORIGINAL UNOPENED CONTAINERS BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS. 2.02 SOIL AMENDMENT AND FERTILIZER A. SHALL BE A WOOD RESIDUAL PRODUCT DERIVED PROM THE B-"RK OF PINE, REDWOOD, WHITE FIR AND RED FIR, OR CEDAR SHAVINGS. AMENDMENT UPON ANALYSIS CONTAIN AT LEAST 0.5% NITROGEN (ON A DRY WEIGHT BASIS) WITH AN ASH CONTENT NOT TO EXCEED 10%. A COMMERCIAL G'RADE PRODUCT SHALL BE USED. CONTRACTOR SHALL SUPPLY ARCHITECT OR HI$ APPOll'ITED REPRESENTATIVE WITH A $AMPLE OF THE PROPOSED AMENDMENT ACCOMPANIED BY LABORATORY ANALYTICAL ANALYSIS FROM AN APPROVED LABORATORY ILLUSTRATING DEGREE OF COMPLIANCE. GUARANTEE WT./CUND. • +560# - 820#. NITROGEN (ORGANIC OR AMMONIC) 0.5%. PH (LESS THAN) 6.8. SALINITY (ECO X 103 AT 250 C) 2 2.5. ASH CONTENT NOT TO EXCEED 10%. IRON (FE) EXPRESSED AS METALLIC 0.08%. DENSITY· APPROX. 25 LB/CU/FT. ORGANIC MATTER• 85%. A NON-IONIC WETTING AGENT SHOULD BE USED. PROPERTIES: SCREEN ANALYSIS: % RETAINED ON STACKED SCREENS -1 MESH= 0.2%; 5 MESH= 36.6%; 8 MESH~ 25.7%; 12 MESH= 30.7%: 32 MESH= 5.9%; REMAINDER 0.9%. SHALL BE WIL-GRO LIFE, FOREST HUMUS, OR LOAM!EX. IF NOT AVAILABLE, SHALL BE EQUAL TO. BENCHMARK: OESIGNEO 8'1': Oit..lE: "AS-BUILT " DESCRIPTKlN: STANCWlO OISC SIT FLUSH IN £ASf CORNER ON NORTH ABUIMEKT Of £AST BRIDG£ TESHIMA DESIGN GROUP LANDSCAPE ARCHITECTURE LAND PLANNING ()~ CONSULT:7.S DRAWN SY: SCA!.£: PROJECT MGR.· JOB NO.: r s4Q' P.E. £XP. (),I..T[ LOCATICIN: N'm())(. lOb tUT SOUlll OF SOOTH ENTRY 10 CNl1SIWl SIATE PARK 40 FEIT £AST OF Cf.NT£RUNE or NORlll BOUNll CARL58AO BLVD. ON PONTO SlREET l!RIDGE NO. 11.7882 9903 Buslncsspad: Aft., Suite C SanDlego,CII. 92131 Telephone: (619) 693-8824 FAK, (619) 693-1182 72.20 Avenktci Er,einot; Svitc .l0'4 Corlabod, Catiforntl;I 82009 -618-i131~7TOO Fax~~!il-951-eS&0 o,,.,il (!"tQiMoeri~ ""°"™ng Proe.essino 5urvryinfi1 RlVIEWED BY: o,t,.TE: RC£: INSPECTOR . I ( DATE .. r RECORD FROM: NOR1M COONTY VERTlCAL OONlROI. 01\TA 800K, PAGE 135 tilO. OC 0147 ELEVATION: 50.556 M.S.L B. C. D. E. F. G. AGRICULTURAL GRADE GYPSUM • SHALL BE A (CA S04 -H20) CALCIUM SULFATE PRODUCT -94.3%. 90% SHALL PASS A 50 MESH SCREEN. CHEMICAL REACTION WILL REMOVE SODIUM ATTACHED TO SOIL PARTICLES. GYPSUM ALSO LOOSENS HEAVY CLAY SOILS THROUGH ELECTRO-CHEMICAL ACTION. CONTROL OF DUST DURING APPLICATION IS MANDATORY. SHALL BE U.S. GYPSUM, DOLMAR. SOPN'SOIL, OR BANDIN!, IF NOT AVAILABLE, SHALL BE EQUAL TO. SULPHUR (SOIL) -SHALL BE ELEMENTAL SULPHUR (99.5%) COMMERCIALLY PREPARED SO THAT 46.9"/4 PASSES A 50 MESH SCREEN. . SHALL BE WIL-GRO, UNION CHEMICALS OR BAKER INDUSTRIES, IF NOT AVAILABLE, SHALL BE EQUAL TO. IRON SULFATE -IRON SHALL BE EXPRESSED AS METALLIC -DERIVED FROM SULFATE -DEEP GREEN (FE S04 H20). A MINIMUM ANALYSIS OF 20.0% AND 98.3% RETAINED ON A 10 MESH SCREEN. $HALL BE WILSON & GEO. MEYER, WIL-GRO, OR BANDIN!. IF NOT AVAILABLE, SHALL BE EQUAL TO. PRE-PLANT OR STARTER FERTILIZER SHALL BE A COMMERCIAL GRADE FLOWABLE 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 SUPERPHOSPHATE AND COTTONSEED MEAL. POTASH FROM SULFATE OF POTASH AND COTTONSEED MEAL. SCREEN ANALYSIS: % RETAINED ON STACKED SCREEN -APPROXIMATELY 8 - MESH 24.2°/4; 20 -MESH 75.2°/4; 48 • MESH 0.2%. AVAILABLE PERCENTAGE WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 10%MIN. 10.0% MIN. 10.0% MIN. SHALL BE WIL-GRO, BANDIN! OR KELLOGG. IF NOT AVAILABLE, SHALL BE EQUAL TO. ORGANIC SOIL ENHANCER AND SOIL ACTIVATOR $HALL BE SARVON. POST PLANT FERTILIZER (MAINTENANCE): FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZER$, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN AMMONIAC SULFATE REMAINDER OF NITROGEN PHOSPHORIC ACID POTASH IRON ZINC MANGANESE CALCIUM 14.0% MIN. 4.0o/oMIN. 8.75% WATER SOLUBLE 1.25% WATER INSOLUBLE 7.0%MIN. 3.0%MIN. 2.0% 0.15% 0.15% 2.0% ORGAN'IC 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 TO BE USED. SULFUR FROM SULFATE OF AMMONIA. CALCIUM FROM SUPERPHOSPHATE, IRON FROM FERROUS SULPHATE AND MIXED SULFIDES. ZINC AND MANGANESE ARE 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 48 MESH 0.05%. SHALL BE WIL-GRO FAIRWAY, BANDIN!, OR KELLOGG. IF NOT AVAILABLE, SHALL BE EQUAL TO. PLANTING TABLETS SHALL BE TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE PLANTING TABLETS, OF VARYING SIZES WITH THE FOLLOWING AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 20.0%MIN, 10.0% MIN. 5.0'¼MIN. SHALL BE AGRIFORM OR GAO-POWER. IF NOT AVAILABLE, SHALL BE EQUAL TO. 2.03 PLANTING BACKFILL FOR TREES AND SHRUBS A. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE TOTAL SOIL YARDAGE AND AMENDMENT AND CHEMICAL ADDITIVES. PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE OF TOPSOIL AND SOIL AMENDMENTS AT THE FOLLOWING MIXTURES: SOIL AMENDMENT STOCK PILED SITE SOIL GYPSUM SULPHUR (SOIL) IRON SULFATE PRE-PLANT (1-10·10) 1/2CY. 112 C.Y. 5 LBS. PERICUMD. OF MIX 1 LBS. PER/CU/YD. OF MIX 1 LBS. PER/CU/YD. OF MIX 3 LBS. PERICU/YD. OF MIX 2.04 PLANT MATERIALS A. NOMENCLATURE: SCIENTIFIC AND COMMON NAMES OF PLAINTS HEREIN SPECIFIED SHALL CONFORM Wm-t THE APPROVED NAMES GIVEN IN 'A CHECKLIST OF WOODY ORNAMENTAL PLANT$ OF CALIFORNIA," PUBLISHED BY THE UNIVERSITY OF CALIFORNIA, COLLEGE OF AGRICULTURE, MANUAL 32 (1963). SEE LIST OF PLANT MATERIAL ON DRAWINGS B. LABELING: EACH GROUP OF PLANT MATERIALS DELIVERED ON SITE SHALL BE CLEARLY LABELED AS TO SPECIES AND VARIETY. HOWEVER, FINAL DETERMINATION OF PLANT SPECIES AND VARIETY WILL BE MADE BY THE LANDSCAPE ARCHITECT ANO WHOSE DECISION WILL BE FINAL. ALL PATENTED PLANTS (CUL TIVAR) 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 FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINER PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH WHEN TAKEN FROM THE CONTAINER SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES WITH DAMAGED ROOTS OR BROKEN BALLS $HALL BE PLANTED. E. PRUNING: AT NO TIME SHALL THE PLANT MATERIALS BE PRUNED, TRIMMED OR TOPPED PRIOR TO DELIVERY, AND ANY ALTERATION ON THE SITE OF THEIR SHAPE $HALL BE CONDUCTED ONLY WITH TIHE APPROVAL ANO IN THE PRESENCE OF THE LANDSCAPE ARCHITECT. F. G. H. I. J. K. L. M. 2.05 A 2.06 A. B. c. D. E. INSPECTION OF PLANT MATERIALS: REQUIRED BY CITY, COUNTY OR STATE AUTHORITIES, SHALL BE A RESPONSIBILITY OF THE CONTRACTOR, AND WHEN NECESSARY HE SHALL HAVE SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF PLANTS AT SITE. INSPECTION OF PLANT MATERIALS: PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL OR REJECTION AT THE PROJECT SITE AT ANY TIME BEFORE OR DURING PROGRESS OF WORK FOR SIZE, VARIETY, CONDITION, LA TENT DEFECTS AND INJURIES. REJECTED PLANTS SHALL BE REMOVED FROM THE />ROJECT SITE IMMEDIATELY. REJECTION AND SUBSTITUTION: ALL PLANTS NOT CONFORMING TO TIHE REQUIREMENT$ 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 ANO/OR AS INDICATED ON THE DRAWINGS. UNDER NO CONDITION WILL THERE BE ANY SUBSTITUTION OF PLANT SPECIES, VARIETY, OR REDUCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING DRAWINGS, EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. RIGHT TO CHANGES: THE LANDSCAPE ARCHITECT RESl':RVES THE RIGHT TO CHANGE THE SPECIES, VARIETY AND/OR SIZES OF PLANT MATERIAL TO BE FURNISHED, PROVIDED THAT THE COST OF SUCH PLANT CHANGES DOES NOT EXCEED THE COST OF PLANTS IN THE ORIGINAL BID. n-tE CONTRACTOR SHALL BE NOTIFIED AND CONFIRMED IN WRITING PRIOR TO SIXTY (6D) DAYS BEFORE THE PLANTING OPERATION HAS COMMENCED. CHANGES IN THE SIZE AND/OR VARIETY OF ANY PLANT TO BE FURNISHED WHICH INVOLVES A REDUCTION OR ADDITION IN COST SHALL BE ADJUSTED IN TIHE CONTRACT COST. ROOT CONDITION: THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO INSPECT ROOT CONDITION OF ANY SPECIES, PARTICULARLY TIHOSE GROWN FROM SEED, AND IF FOUND DEFECTIVE, TO REJECT THE PLANTS REPRESENTED BY THE DEFECTIVE $AMPLE. PROTECTION: ALL PLANTS AT ALL TIMES SHALL BE HANDLED AND STORED SO THAT THEY ARE ADEQUATELY PROTECTED FROM DRYING OUT, FROM WIND BURN, AND FROM ALL OTHER INJURY. ALL PLANTS DETERMINED BY THE OWNER'S REPRESENTATIVE TO BE WILTED, BURNED, OR DRIED OUT, MAY BE REJECTED, AND REMOVED FROM THE SITE. THE CONTRACTOR'$ ON·SITE PLANT STORAGE AREA SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO THE DELIVERY OF ANY PLANT MATERIALS. SHRUB AND TREE SAMPLES: TYPICAL SAMPLES, THREE EACH OF ALL VARIETIES AND SIZES (SHRUBS 5 GALLON AND UNDER, TREES 15 GALLON AND UNDER) OF ALL PLANT MATERIALS SHALL BE SUBMITTED FOR INSPECTION APPROVAL AT THE SITE A MINIMUM OF FIFTEEN DAYS PRIOR TO PLANTING OPERATIONS. APPROVED SAMPLES SHALL REMAIN ON THE SITE AND SHALL BE MAINTAINED BY THE CONTRACTOR AS STANDARDS OF COMPARISON FOR PLANIT MATERIALS TO BE FURNISHED. SAMPLES WILL BE INCORPORATED INTO THE WORK. 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 TIE SERVICES OF THE LANDSCAPE ARCHITECT TO REVIEW TREES 24" BOX SIZE OR LARGER TAGGED AT THE NURSERY AND/OR AT ITS PLACE OF GROWTH. GROUNDCOVER GROUNDCOVER PLANTS SHALL BE HEAL THY, VIGOROUS ROOTED CUTTINGS GROWN IN FLATS. HYDROSEEDING WATER: GENERAL PRECAUTIONS SHOULD BE OBSERVED WHEN DRAWING WATER FROM SOURCES OTHER THAN MAIN'S PRESSURE. THE USE OF FIL TEAS MAY BE REQUIRED WHEN DIRECTED. SUCH WATER MUST BE FREE OF IMPURITIES, EXCESS CHLORINE AND SAL TS. SEEDS: ALL SEED USED SHOULD BE CLEARLY TAGGED OR LABELED SHOWING TYPE OF SEED, TEST DATE, NAME OF SUPPLIER AND PERCENTAGE OF THE FOLLOWING : PURE SEED, CROP SEED, INERT MATTER, WEED SEED, NOXIOUS WEEDS, AND TOTAL GERMINATION CONTENT. ALL COMMERCIAL PROCESS OR PACKAGING MATERIAL SHALL BE DELIVERED TO THE SITE IN THEIR ORIGINAL UNOPENED CONTAINERS BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS. . MULCH: FIBER SHALL BE PRODUCED FORM CELLULOSE SUCH AS WOOD PULP OR SIMILAR ORGANIC MATERIAL AND SHALL BE OF SUCH CHARACTER THAT IT WILL DISPERSE INTO A UNIFORM SLURRY WHEN MIXED WITH WATER. THE FIBER SHALL BE OF SUCH CHARACTER THAT, WHEN USED IN THE APPLIED MIXTURE, AN ABSORPTIVE OR POROUS MAT, BUT NOT A MEMBRANE, WILL RESULT ON THE SURFACE OF THE GROUND. MATERIALS WHICH INHIBIT GERMINATION OR GROWTH SHALL NOT BE PRESENT IN THE MIXTURE. FERTILIZER: THE FERTILIZER SHALL BE IN PELLET OR GRANULAR FORM ANO SHALL COMPLY WITH THE CHEMICAL ANALYSIS SPECIFIED. THE FERTILIZER SHALL BE THOROUGHLY MIXED AND INCORPORATED IN n-tE HYDRO-MULCHING SLURRY. HYDROSEED MIX A (COVER CROP TO BE APPLIED ON ALL MANUFACTURED SLOPES): HYDROSEED MIX A BQTANIQAL NAME GAZANIA SPLENDENS AL YSSUM 'CARPET OF SNOW' MULCH/CELLULOSE FIBER FERTILIZER: AGRIFORM SOIL STABILIZER: AZTAC M BINDER OR APPROVED EQUAL POUNDS PER ACRE 10 3 2,000 LBS/ACRE 400 LBS/ACRE 16-20-0 PLUS IRON, OR APPROVED EOUA:1.. 140 LBS/ACRE APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. SPECIFICATIONS ~I CITY OF CARLSBAD I~ : PLANNING DEPARTMENT : 2,5 LANDSCAPE PLANS FOR: POINTSETTIA SHORES ------:r, . APPRrM'¼-.. ~ ~ //,,,- , -. -/1-~l-'lfl". / ., ASSISTAM'"PLANI\UNG DIRECTOjl C».TE It\ IDWN BY: l PROJECT NO. 1~~~1 Gf,1[ -IMlE NTW. IMlE -ENGINEER OF -.: REVISION DESCRIPTION OTNER APPR°""'-arr APPl<OVAL ~KO BY: CT 94-01 RVWD BY: CMWD 94-503 Dato: VS/09/84 Tone: fll:J7 PC f2 IU..C:\.ll85\'2101f\.9:ZIIC17.tae 1 F. 2.07 A. 2.08 A. 2.09 A. HYDROSEED MIX B BOTANIQJlL NAME ENCELIA CALIFORNICA ESCHSCHOLZIA CALIFORNICA LOTUS SCOPARIUS LA$THENIA CHRYSOSTOMA LUPINUS HIRSUTISSIMA LUPINUS NANUS LINANTHUS GRANDIFLORUS COLLINSIA HETEROPHYLLA ERIOPHYLLUM CONFERTIFOLRUM OENOTHERA CHEIRANTHIFOLIA PLANTAGO INSULARIUS SISYRINCHIUM BELLUM MIMULUS PUNICEUS MIMULUS LONG!R OR\§ TOTAL MULCH/CELLULOSE FIBER FERTILIZER: AGRIFORM POUNDS PEB AQBE PURfTV 3 40 2 95 6 40 1 70 1 99 4 96 2 95 3 98 3 35 1 95 30 95 2 95 2 2 2 5 62 2,000 LBS/ACRE 400 LBS/ACRE I '' ',,,,,, ' ·_ .. GERM 60 75 60 80 72 70 85 90 75 75 75 75 55 70 16-20-0 PLUS IRON, OR APPROVED EQUAL SOIL STABILIZER: AZTAC M BINDER OR APPROVED EQUAL 140 LBS/ACRE EQUIPMENT: MIXING SHALL BE PERFORMED IN A TANK WITH A BUILT-IN, CONTINUOUS AGITATION AND RECIRCULATION SYSTEM OF SUFFICIENT OPERATING CAPACITY TO PRODUCE A HOMOGENEOUS SLURRY OF FIBER, FERTILIZER AND WATER IN THE DESIGNED UNIT PROPORTIONS AND A DISCHARGE SYSTEM WHICH WILL APPLY THE SLURRY TO THE AREAS TO BE TREATED AT A CONTINUOUS AND UNIFORM RATE. PLANTER MULCH PLANTER MULCH SHALL BE SHREDDED FIR TREE BARK (WAI.J<. -ON TYPE). $HALL RANGE IN SIZE FROM 1/4-INCH TO 314-INCH. STAKING MATERIAL TREE GUY WIRES SHALL BE OF PLIABLE, ZINC-COATED $TEEL MINIMUM GAUGE NO. 12 AND ANCHOR TO APPROPRIATE DEAD MAN. WIRE LOOPS AT BRANCHES SHALL BE COVERED BY 2-PLY REINFORCED RUBBER 1/4" IN DIAMETER .. GUY WIRES SHALL BE FLAGGED WITH 118-INCH DIAMETER X 4"·0• LENGTH SURGICAL TUBING. TREE TIES SHALL BE V.I.T. CINCH-TIE AVAILABLE FROM V.I.T. COMPANY, (714) 891-8338. ROOT BARRIER ROOT BARRIER SHALL BE A MULTI-YEAR ROOT CONTROL SYSTEM CONSISTING OF HERBICIDAL TIME-RELEASED NODULE$ PERMANENTLY ATTACHED TO A PERMEABLE GEOTEXTILE FABRIC WHICH WILL INHIBIT PLANT ROOT ENCROACHMENT. ACTIVE INGREDIENT: TRIFLURALIN (A,A,A • TRIFLUR0·2,6·DINITRO • N,N • OIPAOPYL· P-TOLUIDINE) 17.1% INERT INGREDIENTS 82.9% SHALL BE BIO-BARRIER. IF NOT AVAILABLE, SHALL BE EQUAL TO. 2. 10 PRE-EMERGENT HERBICIDE A. PRE-EMERGENT HERBICIDE SHALL BE AS DETEAMINED BY THE LANDSCAPE CONTRACTOR. 2.11 WEED CONT ACT HERBICIDE A. WEED CONTACT HERBICIDE $HALL BE AS D•ETERMINED BY THE LANDSCAPE CONTRACTOR. PART 3 • EXECUTION 3.01 A. INSPECTION EXAMINE PROPOSED PLANTING AREAS AND CONDITIONS OF INSTALLATION. DO NOT START PLANTING WORK UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. 3.02 PREPARATION A. B, c. D. 3.03 A. GENERAL: THE AREAS TO RECEIVE TREES, SHRUBS, GROUNDCOVER AND HYDAOSEED PLANTINGS AND THEIR RESPECTIVE REQUIREMENTS FOR IMPORTED TOPSOIL, FEATILIZING, SOIL CONDITIONING, AND OTHER TREATMENT . SHALL BE AS DEFINED ON THE DRAWING$. EQUIPMENT NECESSARY FOR PREPARATION OF THE GAOUND 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. CLEAAING 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 MATERIAL$ AND DEBRIS SHALL BE LAWFULLY DISPOSED OF OFF THE SITE BY THE CONTRACTOR AT HIS COST. OBSTRUCTION BELOW GROUND: ALL SUBSURFACE ROCKS OVER 2" IN DIAMETEA AND OTHER UNDERGROUND OBSTRUCTIONS SHALL BE REMOVED TO THE DEPTH NECESSARY TO PEAMIT PROPER FINE GRADING, TILLING, OR PLANTING ACCORDING TO PLANS AND SPECIFICATION$. ALL ABANDONED UTILITY LINES UNCOVERED OR SEVERED SHALL BE CUT BELOW GRADE AND "CAPPED OR PLUGGED WITH CONCRETE. EXPLOSIVES SHALL NOT BE USED FOR REMOVAL. WHEN THE LOCATION OF UTILITY LINES IS SHOWN ON THE PLANS OR HAS BEEN MADE KNOWN TO THE CONTRACTOR, ALL DAMAGE TO THESE LINES SHALL BE REPAIRED BY THE CONTRACTOR IN A MANNER APPROVED BY THE LANDSCAPE ARCHITECT AND AFFECTED UTILITY. DEEP RIPPING: ALL AREAS (EXCEPTING SLOPES) TO RECEIVE GROUNDCOVER. SHRUBS, AND HYDROSEEDING SHALL BE DEEP RIPPED AND LOOSENED TO A DEPTH OF TWELVE (12) INCHES IN ALL DIRECTIONS. SOIL AMENDMENTS, FERTILIZING AND ROTOTILLING RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE TOTAL SOIL AMENDMENT YARDAGE. ADJUSTMENTS (PLUS OR MINUS) MAY BE NECESSARY. CONTRACTOR SHALL OBTAIN AT LEAST TWO SOIL TESTS OF ROUGH GRADE AT SITE AND SUBMIT RESULTS TO THE LANDSCAPE ARCHITECT FOR INTERPRETATION AND RECOMMENDATION. B. C. D. E. F. G. 3.04 A. B. c, D. E. F. G. H. L J. 3.0'5 A. B. C. D. E. F. TESHIMA DESIGN GROUP LAND=CHITECTtlRE PLANNING 9903 Bns!ness Ave., Suite C Sen Diego, l;:A 92131 Telephone: (6~ 6S3-8824 FAX: (619) . \ 1182 ?2.to "-"'nicki Eocioa-g SI.lite 204 ~d. Californi-o 92009 5111···1131 -7700 fa)(:~19-931-8680 ·1 AFTER THE AREAS HAVE BEEN DEEP RIPPED, THE FOLLOWING RATES OF SOIL AMENDMENT MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS AND SHALL BE THOROUGHLY SCARIFIED TO AN AVERAGE DEPTH OF SIX INCHES BY ROTOTILLING A MINIMUM OF TWO ALTERNATING PASSES. AMENDMENT MUST BE INTIMATELY BLENDED WITH SOIL. SOIL AMENDMENT: GYPSUM: SOIL SULPHUR: IRON SULFATE: 6 CUBIC YARDS PER 1,000 SQ. FT. TO A DEPTH OF s•. 120 LBS. PER 1,000 SQ. FT. 10 LB$. PER 1,000 SQ. FT. 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 . . . THE THOROUGHNESS AND COMPLETENESS. OF THE ROTOTILLING AND INCORPORATION OF THE SOIL AMENDMENTS SHALL BE ACCEPTABLE TO THE LANDSCAPE ARCHITECT. SLOPES 3:1 AND STEEPER OR AS PER THE DRAWINGS OMIT SOIL CONDITIONER APPLICATION AND TILLING. DEEP WATER LEACHING AND SOIL TESTING: DEEP WATER LEACHING SHALL BE COMPLETED AS RECOMMENDED BY A CERTIFIED AGRONOMIC LABORATORY. THE FOLLOWING PROCESS FOR DEEP WATER LEACHING IS FOR BIDDING PURPOSES ONLY. ITEM NUMBER THREE (3.) SHALL BE PERFORMED AS STATED BELOW. 1. AFTER THE TILLING OPERATION, THE AREA SHALL BE DEEP WATER LEACHED THREE (3) TIMES OVER A FIVE (5) DAY PERIOD. APPLY 1/2" WATER AT EACH APPLICATION. WAIT ONE (1) DAY BETWEEN APPLICATIONS. 2. ONE DAY AFTER FINAL APPLICATION OF WATER, THE SOIL SHALL BE TESTED FOR CONTENT OF SOLUBLE SALTS (ELECTRICAL CONDUCTIVITY E.C.). OWNER'S REPRESENTATIVE AND CONTRACTOR SHALL TAKE SEVERAL SOIL SAMPLES AND DELIVER THE SAMPLES TO A CERTIFIED AGRONOMIC LABORATORY FOR TESTING OF SOLUBLE $ALTS. EC. TEST READING SHALL NOT BE ABOVE 2.0, THE SOIL AMENDING, TILLING AND DEEP WATERING PROCEDURE SHALL BE REPEATED UNTIL TEST READINGS ARE NOT ABOVE 2.0 3. IF SOIL TEST READING FOR A PARTICULAR AREA TESTED IS ABOVE 2.0, THE SOIL AMENDING, TILLING AND DEEP WATERING PROCEDURE SHALL BE REPEATED UNTIL TEST READINGS ARE NOT ABOVE 2.0 CARE SHALL BE TAKEN THAT THE RATE OF APPLICATION OF WATER DOES NOT CAUSE EROSION OA SLOUGHING OF SOIL$, ALL DEPRESSIONS, VOIDS, EROSION SCARS AND SETTLED TRENCHES GENERA TED BY THE DEEP WATERING SHALL BE FILLED WITH AMENDED SOIL AND BROUGHT TO FINISH GRADE. APPLY NAIAD WETTING AGENT 4 OZ. PER 1,000 S.F. AT THE APPLICATION OF SOIL AMENDMENTS. FINISH GRADING FINISH GRADES SHALL BE AS INDICATED ON GRADING PLAN. FINISH GRADES SHALL BE MEASURED AFTER 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 ENGINEER'S DRAWING. EASE TOP AND TOE OF ALL EXISTING SLOPES. ALL UNDULATION'S AND IRREGULARITIES IN THE F"LANTING SURFACES RESULTING FROM TILLAGE, ROTOTILLING AND ALL OTHER OPERATIONS SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTILmEs DURING HIS GRADING AND CONDmONING OPERATIONS. FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF lHE SITE WllH ALL SURFACE DRAINAGE AWAY FROM BUILDINGS, WALLS, OVER MOW CURBS, AND TOWARD ROADWAYS, DRAINS AND CATCH BASINS. FINAL GRADE$ SHALL BE ACCEPTABLE TO THE LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN. PLANTING SURFACES SHALL BE GRADED. WITH NO LESS THAN 2 PERCENT SURFACE SLOPE FOR POSITIVE DRAINAGE. ALL ROCK AND DEBRIS SHALL BE REMOVED FROM PLANTING AREAS AND THEN FROM THE SITE IN ACCOADANCE WITH THE FOLLOWING CRITERIA, 1· DIA. IN LAWN AREAS, 2" DIA. IN SHRUB AREA, 2• DIA. IN HYDROSEED AREAS. FINISH GRADE SHALL BE 2" BELOW FINISH PAVING SURFACE IN SHRUB AREAS. PLANTING INSTALLATION TIMING: ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PEAIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH LOCALLY ACCEPTABLE PRACTICE. LAYOUT OF TREES: ALL TREES (24" BOX SIZE AND LARGER) SHALL BE PLACED IN THE LANDSCAPE PER THE DIRECTION OF THE LANDSCAPE ARCHITECT PRIOR TO 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. LAYOUT PLANTING: LOCATIONS $HALL BE APPROVED BY THE LANDSCAPE ARCHITECT. ALL CONTAINER PLANTS SHALL BE SET BY THE CONTRACTOR IN THEIR FINAL LOCATION IN THEIR RESPECTIVE CONTAINERS PRIOR TO DIGGING HOLES AND/OR PLANTING ALL PLANT LOCATIONS SHALL BE CHECKED FOR POSSIBLE INTERFERENCE WITH EXISTING UNDERGROUND UTILITY LINES. BACKFILL FOR TREES AND SHRUB$: $HALL BE A$ SPECIFIED IN SECTION 2.03. IF ARTIFICIAL DRAINAGE IS REQUESTED, THEN DRAINS SHALL BE INSTALLED FIRST, THEN BACKFILLED WITH SOIL. DISPOSAL OF EXCESS SOIL AND DEBRIS: ALL EXCESS 6':CAVATED 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. BARK MULCH SHALL BE INSTALLED 3" THICK IN ALL NON-TURF PUWTER AREAS. SLOPES 3:1 AND STEEPER ARE EXCEPTED. 3.06 A. B. C. D. E. F. G. H. I. K. L. M. N. 3.07 A. B. c. D. E. F. 3.08 A. ~, ... B. c. PLANTING TREES, SHRUBS AND VINES SOli:. MOISlURE LEVEL PRIOR TO PLANTING SHALL BE NO LESS THAN HORTICUL TURALLY 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. ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIIDES WITH ROUGHENED SURFACES AND SHALL BE OF THE MINIMUM SIZE$ INDICATED ON DRAWINGS. HOLES SHALL BE IN ALL CASES LARGE ENOUGH TO PERMIT HANDLING AND PLANTING WITHOUT INJURY OR BREAKAGE OF ROOT BALLS OR ROOTS. EXCAVATION SHALL INCLUDE THE STRIPPING AND STACKING OF ALL ACCEPTABLE SOIL ENCOUNTERED WITHIN THE AREA$ TO BE EXCAVATED FOR PLANT PITS AND PLANTING BEDS. PROTECT ALL AREAS THAT ARE TO BE TRUCKED OVER AND UPON WHICH SOIL IS TO BE TEMPORARILY STACKED . PENDING ITS RE-USE FOR THE FILLING OF HOLES, PITS AND BEDS. PLANTS SHALL BE REMOV1ED FROM CONTAINERS IN SUCH A MANNER THAT THE BALL OF EARTH SURROUNDING THE ROOTS IS NOT BROKEN, AND THEY SHALL BE PLANTED AND WATERED IMMEDIATELY AFTER THE REMOVAL FROM THE CONTAINERS. THE PLANTS SHALL BE PLANTED AT APPROVED' LOCATIONS WITH THE HERETOFORE SPECIFIED AMENDMENTS AND SOIL PLANTING BACKFILL. BACKFILL SHALL BE PLACED AT THE BOTTOM OF EACH HOLE AND THOROUGHLY WATERED AND COMPACTED TO A DEPTH SO THAT WHEN A PLANT IS PLACED IN THE HOLE, ITS ROOT CROWN 1$ SLIGHTLY ABOVE THE ESTABLISHED FINAL GRADE, AND UNLESS OTHERWISE NOTED SHALL BE RAISED OR REPLACED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. PLANTING TABLETS SHALL BE PLACED IN EACH 'PLANTING HOLE AT THE FOLLOWING RATES AND PER THE MANUFACTURER'S RECOMMENDATIONS.; 1 -5 GRAM TABLET PER INDIVIDUAL LINER AND FLAT SIZE PLANT. 1 -21 GRAM TABLET PER GALLON CONTAINER. 3 • 21 GRAM TABLET$ 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 ll'ISTALLATION SHALL BE CONDUCTED BY THE OWNER'S REPRESENTATIVE. NO PLANT WILL BE ACCEPTED IF THE ROOTBALL IS' BROKEN OR CRACKED, EITHER BEFORE, DURING, OR AFTER THE PROCESS OF INSTALLATION. ALL PLANTS SHALL BE THOROUGHLY WATERED TO THE FULL DEPTH OF EACH PLANTING HOLE IMMEDIATELY AFTER PLANTING. GUYING: ALL TREES AND OTHER PLANTS INDICATED'ON THE PLANS SHALL BE GUYED AS DETAILED. THE CONTRACTOR SHALL BE RESPONSIBLE F0R ALL SURFACE ANP SUBSURFACE DRAINAGE REQUIRED WHICH MAY AFFECT HIS GUARANTEE OF THE TREES, SHRUBS AND VINES. PRUNING AFTER PLANTING SHALL BE REQUIRED ONi ALL TREES, SHRUBS, AND VINES WHEN NECESSARY TO PROVIDE THE SPECIFIED OR APPROVEQ STANDARD SHAPES, FORM AND/OR SIZES CHARACTERISTIC TO EACH PLANT. PRUNING MAY INCLUDE THINNING, TOPPING, AND/OR CUTTING AND $HALL BE UNDER THE DIRECTION OF THE LANDSCAPE ARCHITEC17. CUT$ OVER 3/4-INCH IN DIAMETER SHALL BE PAINTED WITH AN APPROVED TREE SEALANT. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED. PLANTING GROUNDCOVER GROUNDCOVERS SHALL BE PLANTED IN THE AREAS INDICATED ON THE PLANS AND SHALL BE FREE OF SURFACE ROCK OVER 2" IN DIAN.1ETER AND DEBRIS. IF THE TOP FOUR (4) INCHES OF SOIL IN THE AREA TO BE PLANTED IN GROUNDCOVER IS NOT SUFFICIENTLY MOIST (HORTICUL TURALLY ACCEPTABLE STANDARDS), THE AREA SHALL BE THOROUGHLY IRRIGATED AND NO LESS THAN TWELVE HOURS SHALL PASS BEFORE PLANTING. 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 FLATS SOIL SHALL CONTAIN SUFFICIENT MOISTURE $0 THAT IT WILL NOT FALL APART WHEN LIFTING THE • PLANTS. PLANTS SHALL BE PROTECTED AT ALL TIMES TO PREVENT DRYING OF • - THE ROOT BALL. GROUNDCOVERS SHALL BE PLANTED IN STAGGERED, RANDOM ROWS ANO EVENLY SPACED UNLESS OTHERWISE NOTED AND AT INTERVALS CALLED OUT IN THE DRAWINGS. THE SIZE OF PLANTING EXCAVATION FOR GROUNDCOVER SHALL BE AT LEAST TWICE THE DEPTH OF THE ROOT BALL. EACH PLANT SHALL BE PLANTED IN A MANNER THAT'WILL ENSURE MINIMUM DISTURBANCE OF THE ROOT SYSTEM, BUT IN NO CASE SHALL THI$ DEPTH BE LESS THAN TWO NODES. EACH GROUNDCOVER 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, PLANT$ MUST BE IRRIGATED AFTER PLANTING. THIS MAY BE DONE MANUALLY OR BY USING THE INSTALLED IRRIGATION SYSTEM. REPEATED APPLICATIONS MAY BE REQUIRED, ESPECIALLY ON A SLOPING SITE. THIS INITIAL IRRIGATION $HALL CONTINUE UNTIL A ZONE AT LEAST TWICE THE DEPTH OF EACH HOLE IS THOROUGHLY MOISTENED. HYDROSEEDING INSPECTION OF ICONDITIONS: BEFORE F'AOCEEDlNG WITH AN"< WORK, THE. HYDROSEEDING LANDSCAPE CONTRACTOR SHALL CAREFULLY CHECK PLANTING AREA CONDITIONS AND SHALL IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS. NO WORK SHALL BE DONE ON ANY AREA WHERE THERE ARE SUCH DISCREPANCIES OR WHERE CONDITIONS ARE UNSUITABLE FOR SUCCESSFUL PLANT MATERIAL ESTABLISHMENT UNTIL APPROVAL HAS BEEN GIVEN BY THE OWNER'S REPRESENTATIVE. QUALITY OF WORK: THE HYDROSEEDING WORK SHJo.LL BE PERFORMED BY A COMPETENTLY TRAINED INDIVIDUAL OR HYDROSEEDING COMPANY IN ACCORDANCE WITH THE BEST STANDARDS AND PRACTICES RELATED TO THE · TRADE, PRE-WEED CONTROL: 1. STRIP SLOPES OF ALL VEGETATION UNLESS NOtED ON PLANS. 2. SPRAY SLOPES WITH FERTILIZER. ACOLORED0{j)YE SPRAY APPLICATION IS SUGGESTED TO BE INSPECTED BY THE ARCHITECT. THE DYE WILL GUARANTEE FULL COVERAGE. BENCHMARK': OESIGNED SY: ____ °"TE: ____ _ "AS-BUILT" DESCRIPTION: STANOAAO OISC 5ET f'l.USK Iii £AST CORNER ON NORTH ~ Of £AST BROG£ Civil Engineeriruil Pii;Jnning ~sin; 5ur¥tying OR.'.WN 6V: SCALE: f "' «I' PROJECT MGR.· JOB NO.:. ___ _ 1---...;;;__------------~ f'.E. __ _ RE'I/IEWED BY: l»,TE: ftC£: INSPECTOR . DATE LOCATION: APPROX. JOO fW SOUffi Of SOUTH EHl'frl' IO UR!.S8,,0 SfA1£ f>AAK 40 fEfT £AST OF comRLINE OF NORTH 9:JIJNO CARlS8AD BLW. ON PONTO Slku.T BRtOCE NO. A7682 RECORD FROM: NORTH COUN1Y ~ CON1ROL DATA tK)()K, t>AG£ 135 NO. OC 0147 ELEVATION: 50.558 11:S.L D. E. F. G. H. I. J .. 3. SUB CONTRACTOR SHALL IRRIGATE SLOPES FOR TWO (2) WEEKS OR UNTIL 100% COVERAGE WITH WEEDS HAS BEEN APPROVED BY THE LANDSCAPE ARCHITECT. WATERING MUST BE DONE FOUR (4) TIMES PER DAY FOR NO MORE THAN SIX (6) MINUTES EACH. 4. SUBCONTRACTOR SHALL APPLY A 'CONTACT" WEED KILLER WITH A COLOR DYE ADDITIVE; COVEAAGE TO BE APPROVED BY LANDSCAPE ARCHITECT. WEED KILLER SHOULD BE A CONTACT TYPE BASED ON CACODYLAC ACID. SIMILAR TO PARAQUAT. HERBICIDE APPLICATOR SHALL BE LICENSED BY THE STATE OF CALIFORNIA. 5. TWENTY-FOUR (24) HOURS AFTER WEED KILLER APPLICATION, THE CONTRACTOR SHALL WATER FOR ONE (1) MORE WEEK. AT THE COMPLETION OF THE WATERING PERIOD, THE SUBCONTRACTOR SHALL REPEAT $TEP 4 AND KILL ALL REMAINING WEEDS. 6. UPON WRITTEN NOTIFICATION BY THE LANDSCAPE ARCHITECT THAT THE WEED CONTROL IS SUCCESSFUL, THE SEED ORDER CAN BE PLACED AND THE REQUIRED TREES CAN BE PLANTED. 7. SLOPES MAY BE HYDROSEEDED IMMEDIATELY AFTER COMPLETION OF TREE PLANTING. NO SECOND STRIPPING OF SLOPES IS NECESSARY AND SLOPES SHOULD BE SLIGHTLY DAMP PRIOR TO SEEDING. INCLUDED WITHIN THE HYDROSEED MIX A PRE-EMERGENT CONTROL SIMILAR TO DUPONT'S "TUPEASAN" SHOULD BE SPRAYED FOR ADDITIONAL WEED CONTROL. S01L PREPARATION 1. WATER ALL HYDROSEEDED AREAS THOROUGHLY AND CONTINUOUSLY FOR THREE (3) CONSECUTIVE DAYS TO SATURATE UPPER LAYERS OF SOIL PRIOR TO HYDROSEEDING OPERATION. AS AN ADDED PRECAUTION, THE HYDROSEEDED AREA SHALL BE PRE-SOAKED WITH WATER BY THE IRRIGATION SYSTEM TO A DEPTH OF THREE (3) INCHES, 48 HOURS PRIOR TO THE HYDROSEEDING INSTALLATION. AT THE SAME TIME THE SOIL SURFACE SHOULD NOT BE BONE DRY. THERE SHOULD BE SOME RESIDUAL MOISTUAE WITHIN THE FIRST 1/4 INCH OF THE SOIL SURFACE. 2. ALLOW PLANTING AREA SOIL SURFACE TO DRY OUT FOR ONE (1) DAY ONLY PRIOR TO THE HYDROSEEDING APPLICATION. CARE MUST BE TAKEN NOT TO ALLOW THE SOIL SURFACE TO BE SUPER-SATURATED WITH WATER PRIOR TO THE HYDROSEEDING INSTALLATION. AT THE SAME TIME THE SOIL SURFACE SHOULD NOT BE BONE DRY. THERE SHOULD BE SOME RESIDUAL MOISTURE WITHIN THE FIRST 1/4 INCH OF THE SOIL SURFACE. 3. HYDROMULCHING APPLICATION AND PLANTING SCHEDULE: THE HYDROMULCHING SHALL BE APPLIED IN THE FOAM OF A SLURRY CONSISTING OF ORGANIC SOIL AMENDMENTS, COMMERCIAL FERTILIZER, AND OTHER CHEMICAL$ CALLED FOR. WHEN HYDRAULICALLY SPRAYED ONTO THE SOIL. THE MULCH SHALL NOT FORM A BLOTTER-LIKE MATERIAL. THE SPRAY OPERATION MUST BE SO DIRECTED THAT THE SLURRY SPRAY WILL ALSO PENETRATE THE SOIL SURFACE SO AS TO DRILL AND MIX THE SLURRY COMPONENTS INTO THE SOIL, THUS ENSURING MAXIMUM IMPREGNATION AND COVERAGE, 4. f'REP1\RATION OF HYDROSEEDING MIXTURE: THE SLURRY SHALL BE PREPARED AT THE SITE AND ITS COMPONENTS SHALL BE MIXED TO SUPPLY THE RATES OF APPLICATION AS PER SECTION 2.11. AP?LICATION: THE OPERATOR SHALL SPRAY THE AREA WITH A UNIFORM · .VISIBLE COAT USING THE DARK COLOR OF THE CELLULOSE FIBER OR ORGANIC AMENDMENT AS A VISUAL GUIDE. THE SLURRY SHALL BE APPLIED IN A DOWNWARD DRILLING MOTION VIA A FAN STREAM NOZZLE. TIME LIMIT: THE HYDROMULCHING SLURRY COMPONENTS ARE NOT TO BE LEFT IN THE HYDROMULCH MACHINE FOR MORE THAN TWO (2) HOURS. IF SLURRY COMPONENTS ARE LEFT FOR MORE THAN TWO (2) HOURS IN THE MACHINE, THE CONTRACTCJR $HALL ADD 50% MOAE OF THE ORIGINALLY SPECIFIED SEED MIX TO ANY SLURRY MIX WHICH HA$ NOT BEEN APPLIED WITHIN THE TWO (2) HOURS AFTER MIXING. THE CONTRACTOR SHALL ADD 75% MORE OF THE ORIGINAL SEED MIX TO ANY SLURRY MIXTURE WHICH HAS NOT BEEN APPLIED EIGHT (8) HOURS AFTER MIXING. ANY MIXTURE NOl APPLIED AFTER EIGHT (8) HOURS SHALL BE REJECTED AND DISPOSED OF OFF-SITE AT CONTRACTOR'S EXPENSE. PROTECTION: SPECIAL CARE 1$ TO BE EXERCISED BY THE CONTRACTOR TO PREVENT ANY OF THE SLURRY FROM BEING SPRAYED ONTO ANY ADJACENT PROPERTY, ETC. ANY SLURRY SPRAYED ONTO THESE AREAS SHALL BE CLEANED OFF AT THE CONTRACTOR'S EXPENSE. HYDAOSEEDED AREAS $HALL BE PROTECTED AGAINST FOOT TRAFFIC AND OTHER USE IMMEDIATELY AFTER HYDROSEEDING IS COMPLETED BY PLACING WAl=INING SIGNS AND TEMPORARY TWINE AND FLAGGING AROUND THE AREA$. MAINTENANCE AND IRRIGATION: f'. MAINTENANCE SHALL BE THE RESPONSIBILITY OF i:HE CONTRACTOR. IT IS HI$ RESPONSIBILITY TO PROVIDE A FULL COVERAGE IRRIGATION SYSTEM, BE IT EITHER AN AUTOMATIC ON-AND-OFF TIMING SYSTEM OR A MANUAL IRRIGATION SYSTEM. AFTER MULCH HAS BEEN APPLIED, THE MULCH SHALL BE ALLOWED TO SET FOR ONE DAY. THE SLOPES CAN THEN BE IRRIGATED. NUMBER OF GALLONS TO BE APPLIED TO THE SLOPES WILL VARY FROM DAY TO DAY AND SYSTEM TO SYSTEM, DEPENDING ON THE RATE OF GROWTH AND CLIMATIC CONDITIONS ENCOUNTERED. THE SOIL SURFACE MUST BE KEPT MOIST AT ALL TIMES, PARTICULARLY DURING THE SEEDING GERMINATION PERIOD. 2. ANY EROSION OR SLIPPAGE OF THE SOIL WITHIN THE DURATION OF MAINTENANCE CONTRACT CAUSED BY WATERING SHALL BE REPAIRED AS SPECIFIED. 3. ALL SLOPES SHALL BE KEPT FREE OF WEEDS AND DEBRIS DURING THE MAINTENANCE PERIOD. SUCH WEEDS AND DEBRIS $HALL BE DISPOSED OF OFF THE PROPERTY. 4. $LOPE$ $HALL RECEIVE (EVERY THIRTY (30) DAYS) AN APPLICATION OF ONE OF THE FOLLOWING FERTILIZERS DEPENDING ON THE SEASON: SUMMER: UREA AT 1 LB/PEA 1,000 SQ. FT. WINTER: AMMONIA SULFATE AT 1.5 LB/PER 1,000 SQ, FT. GUARANTEE AND REPLACEMENT: 1. GUARANTEE WILL B'E MADE BY THE LANDSCAPE CONTRACTOR THAT A MINIMUM OF 90% COVERAGE WILL BE ATTAINED AT THE END OF A THIRTY (30) DAY PERIOD AFTER INSTALLATION. ANY PLANTING FAILURE DURING THIS PERIOD $HALL BE RESEEDED BY THE LANDSCAPE CONTRACTOR. 2. $EEDS USED FOR REPLACEMENT SHALL BE OF THE SAME KIND ANO QUANTITY RATIO AS SPECIFIED IN THE SEED FORMULA. THEY SHALL BE FURNISHED, APPLIED AND FERTILIZED AS SPECIFIED. 3.10 POST FERTILIZATION A. TREES -POST FERTILIZATION SHALL OCCUR AT 100 DAY INTERVALS AFTER PLANTING. BORE HOLES AROUND DRIPLINE (VARIOUS DEPTHS) AND APPLY FERTILIZER AT THE RATE OF 1 LB. PER 1" CALIPER IN HOLES. FERTILIZER SHALL BE WIL-ORO 14-7-3. B. SHAUB$ -POST FERTILIZATION SHALL OCCUR 60 DAY$ AFTER PLAl'/TING ANO APPLY FERTILIZER AT THE RATE OF 1 TEASPOON PER EACH 1 GALLON PLANT AND 1 TABLESPOON PER 5 GALLON PLANT. FERTILIZER SHALL BE (14-7-3) WIL- GRO OR APPROVED EQUAL C. GROUNDCOVER AND LAWN AREAS-POST FERTILIZATION $HALL OCCUR 60 DAYS AFTER PLANTING AND APPLY FERTILIZER AT THE RATE OF 7 LBS/1,000 S.F. FERTILIZEA SHALL BE (14-7-3) WIL-GRO OR APPROVED EQUAL. D. ALL PLANTED AREAS SHALL RECEIVE NAIAD WETTING AG0'1if. 4 :OZ. 'l"El'I t;Ml$ S.F. 45 DAYS AFTER THE START OF THE MAINTENANCE PERIOD" 3.11 GENERAL MAINTENANCE AND ESTABLISHMENT PERIOD A. GENERAL: MAINTENANCE OPERATIONS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL BE KEPT IN A HEAL THY, GROWING CONDITION BY WATERING, FERTILIZING, PRUNING. SPRAYING. WEEDING AND ALL OTHEA NECESSARY OPERATIONS OF MAINTENANCE. ALL AREAS SHALL BE KEPT FREE OF WEEDS AND NOXIOUS GAASSES AND CLEAN AND FREE OF ROCKS, CLODS, AND DEBAIS. ALL PAVING AND WALK$ $HALL BE KEPT CLEAR, CLEAN AND WASHED DOWN. B. ESTABLISHMENT PERIOD: TREES, SHRUBS, VINES AND GROUND COVERS. THE ESTABLISHMENT PERIOD SH/\LL BEGIN ON THE DATE THAT THE CONTRACTING OFFICER 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, GRASS AND OTHER UNDESIRED VEGETATIVE GAOWTH, 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 FOR ADDITIONAL MAINTENANCE OF THE WORK AT NO ADDITIONAL COST TO THE CONTRACT UNTIL ALL THE WORK IS ACCEPTABLE. E. PROTECTION: THE CONTRACTOR SHALL BE AESPONSIBLE FOR PROV1DING ADEQUATE PROTECTION OF ALL PLANTING AREAS AGAINST TRAFFIC OR OTHER USE BY EAECTING FENCING OR OTHER ACCEPTABLE MEANS IMMEOIATaY AFTER 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 ANO HYDROSEEDED AREAS SHALL BE KEPT FREE OF DEBAIS AND WEEDS. GROUNDCOVER AND SHRUB AREAS SHALL BE KEPT FREE OF DEBRIS AND WEEDS. GROUNDCOVER AND SHRUB AREAS SHALL BE CULTIVATED AT INTERVALS OF NOT MORE THAN FOURTEEN (14) DAYS MINIMUM. G, REPLACEMENT: DURING THE MAINTENANCE PERIOD, PLANTS WHICH DIE OR WHICH ARE IN AN UNHEALTHY OR BADLY IMPAIRED CONDITION SHALL BE REPLACED BY THE CONTRACTOR WITHIN FOURTEEN (14) DAYS. AFTER 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 TO DETERMINE THE CONDITION OF AU. PLANTS. ALL UNHEALTHY PLANTS SHALL BE REMOVED FROM THE SITE AND REPLACED WITH PLANTS OF THE SAME 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 TO THE OWNER. H. ACCEPTANCE: AT THE CONCLUSION OF THE MAINTENANCE PERIOD, AN INSPECTION SHALL BE MADE BY THE LANDSCAPE ARCHITECT, UPON WRITTEN NOTICE REQUESTING INSPECTION BEFORE ACCEPTANCE. MAINTENANCE PERIOD SHALL CONTINUE UNTIL ALL DEFICIENCIES ARE CORRECTED. APPROVED f.OR PLANTING AND IRRIGAtlON ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. SPECIFICATIONS ----. l--+--1------------;--------,----1---t--1[rnlcrn:~g!GCJB@JADl[_A] LANDSCAPE PLANS FOR: POINTSETTIA SHORES· ---+---+---1 '"=;::;;::==·=-:;:-,=-,.L';;::/.::':::/=:::;:z~/=;::;,t: /,-/= '========:::::::=: I----+--+-----------------;-----;----r-,.. .. APPR~~-7 u.½t_,,./C ASSISnNT PLANNING DIRECTOR! l--=:=--+-===--+-'A...., ________________ --r--;~;;;;;-:---t-;;:INIIW.=;-1r--;;IM:;;:rt:;;:-~JN==~• OWN BY:/-1 Dl'.TE NTW.. ~• .. _ CtlKO Bf:_ EHGIIEER ()F -REVISION DESCRIPTION OTHER N'PROYllJ. aTY -R\IWD BY: ___ , CMWD 94-503 f>ROJECT HO. CT 94-01 -g> :::! r::!..