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HomeMy WebLinkAboutDWG 446-4M; CT 05-14; LA COSTA OAKS NORTH RECREATION CENTER; 01-31LA COST A 0 AK S NORTH RECREATION CENTER CARLSBAD , CA L A N D S C A· P E IMPROVEMENT PLANS ,. .. 5- 6. G e n e r a Tho lollow(r15 senerol note, are provided by the Landscape Archi!acl la give diri~lion·s to tha conlraclor. The City Engineer's signature on thu1 p(Dti1 doe ■ not conatitut• approval of any of these note, and the city will not be responiilbla for their enforcement. Th• Contractor shall verify with the Owner's represenhtlv• that plan, era current ancl approved. Work ahall ba in accordance with the requirements of The City of Carl,bad. Thesa plan, are be:sed on architecture plant by Dahlln Group. These plans are based on gredin9 plans by Hunuker Auociatea. These plana are bu•d on Improvement plans by J-.tunaaker AssoclalH. Tha engineerin& 1oils report 11 a part of thes■ construction documents. I 7, Tha Contractor ,hall comply with the report'• recommendation1 e.1 they relate to his work. 8. The Contractor ,hall obtain all necesury and r•quir•d permit• and pay all related fee1 and/or taxa1 required to in1tall the work on these plans. 9. The Contractor shall be appropriately licensed 11 required by the state In which the work lakes place. 10. A separate plumbina: permit and tnspedton will be required from the Buildin& ln•pet:tion Dept. for the 1nahllation of Irrigation system a ah own On these plans. 11. Th• Contractor ahall notify the owner'• repreaenbtlv• prior to b•glnnlna: tha work and ahell b• responsible for coordinat1n1 with the Owner. Landscape Art:hitect, governing agenclea and other lrad&s. 12. The Contractor shall notify the Landscape Architect immediately of any errors, oml&&lon1 or discrepanclea tn exi,ttns condition• or within th ■ plana prior to beglnnln,1 the work. 13. Unit price a for all 1mprovemenh shall be e&hblished u a part cf the contract with the project Owner end prtor to beglnnlns worlc, lo 1ccommod1t1 additton1 and/or dolotion1 of material and labor. 14, De\erminallon of "tqual" subatllullon1 shall bo made only by the Land.cape Archil•ct. 15-Tho Landscape Architect shall be notified no lesa than 48 hours In advance of any site ob,erv11Uon1 or m &ettnga. 16. Sil ■ observatfonl by the Landscape Architect durin5 any phu ■ of this project does not reliava the Contractor of hi■ prima.-y responsibility lo perform all work in accordant• wilh lh ■ plans. specifications and governins code1. Inspection Procedures. Inspection of tha project shall be preformed by lha Landscape Arc.hilect of lhe worh. or hl1 dealgnatad aganl Refer lo the &pecitlcation1 for the schedule of .-equlred Inspection• and required submittals. F'allcwlng completion of the work. the Landscape Architect of the work will certify tluil the lnsteltation has been complete by submitttna the "'Anal landscape Cartification Form•. A request for a flnal landscape inspection by tha city must also be made by calhng the Inspection Request Line. "Final Landscape Certification Form• Fax lo. 760,-944-S,943, Landscape Inspection Request Phone Lines 760-6-02-4602. 17, 18. N o t e s Site observatlor1 meeting■ shall include, •• Pre-construction meeting b. Review of hard.scape sample1 c. l'inal grad Ins d. Layout of hardscapa elements •• Selection of plant rnaleriala f. lrrigatlo n g, Plantlns h, Approval to begin edablbhment perlod I. Acceptance of ealabli&hment period Note1 •Landscape• shall refer to all improvements within this set of documenh t.hat hav• been designed by t.his office. Conlrador shall ba backcharg•d for Landscape Archilecl"s time when observation■ are c1ll•d for and it•• found that th• work ts not significantly nudy upon observation or the appoinhnent ia not kept. Tim• will ba charged on 1n hourly buis, plua tr1niporhtlon, Food and lodgina coala, ,t the current hourly rate for lh• personnel provldin& the obaerv1tlon1. 19. Thia firm do&1 not practice or consult In the field of safely enginee...tng. Thia firm doe• not direct the Contraclor'• operations and ii not responsible for lha ufely of pers·onnel other than our own on site. The safety of ot.hera ii lhe responsibility of lhe Contractor. Th• Contractor ,hould notify th• Owner if he or she con1Jder1 any of th• recommend•d adiont presented h•r•in lo 20. 2' 22. be unsafe. All landtcepod area will be prlvolely maintained. A separate 1radln1 permit will be requtred for all hardscapa improvamenh. Hudsc:ape improvement. era not part of thla permit. Reference Documenls1 Unleu otherwise noted or specified, lha work shall ba dona in accordance with tha Followln1 reference documenb w'11ch are on file in tho olfica af !ha City Clark or office af tho slate Archila cl, 1. •stendard Specifications for Public Worka Con&trucllon\ 1988 (ditlon (Document No. 769709) 2. City of Corl.bod Londscop ■ Honual 3. •Amerk1n1 with DiubiliUt-1 Act" 4. Title 24 I-hndicappad Coda Before excavation, verify the location of underground 1.1lilitia1. Dlgolert (underground urvlcu alert) 1 (800) 422-.(133 I. 2. 3. 4. 5. V • I • C I n • I t y N o t e s M a p PROJECT SJ'fE ALL IRRIGATION BACKl"LOW PREV[NTERS SHALL BE TESTED BY A CERTIFIED TESTrn AND RESULTS MUST B, GIVEN TO 11-IE CITY AND 11-IE CARLSBAD MUNICIPAL WATE:R DISTRICT. PIPE BETWEENTTHE METER AND BACKFLOW PREVENTER SI-IALL BE 'SCI-IEDULE K HARD COPPEii". APPROVED CONTRACT BACKFLOW TESTERS CAN B, FOUND ON Tl-IE CITY WEB SITE AT WWW Cl.CARLSBAD CA.US/PDFDOC.HTML?PIIN-42 WATER SERVICE (POINT OF CONNECTION) INSTALLATION, TEMPORARY OR PERMANENT, SI-IALL BE IN PLACE TO COINCIDE WITH PLANTING TIMING SPECIFIED IN SECTION E.3-1. PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANTS AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF 11-IE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SI-IALL SHOW TIMING OF' CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALL IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION 15 ACHl~EO. IRRICATION AND PLANTING SI-IALL TAKE PLACE AS GRADING PROGRESSESS. INSTALLATION OF IRRIGATION A5 SHOWN ON THE APPROVED PLANS SI-IALL COMMENCE WITHIN 10 DAYS OF 11-IE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON Tl-lE APPROVED GRADING PLANTING AND IRmGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SI-IOWN ON THE APPROVED PLANS, WITI-IIN ~ DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES I NTt;:G~ATION Jj t.iiiiiiiii D(;SIGN STUDIO .... 11 ~nljlur• 31Dac09 •n w.11 a , F C~ LANDSCAPE ARCHITECTS 5411 Avenida l::ncinas, Suite 270 Carlsbad, CA 92008.4380 t 760.602.0144 f 7 60.602.0385 P L A 20Augo7 R E V 21 Jan 08 28 Febo8 9Apro8 R L o c a t • 10 n M a p LA COST A OAKS NORTH D e c I a • espos1 r a t ble i o n o f Ch a r g I HEREBY DECLARE 11-IAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, 11-IAT I I-IAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS ANO PROFESSIONS CODE, AND TI-IAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND TI-IAT THE CI-IECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY 11-IE CITY OF CARLSBAD AND 11-IE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALll-1 IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS TH!i LICENSED DESIGNER OF WORK. OF MY RESPONSIBILITIES FOR PROJECT DESIGN. n-1ESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITI-I THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN,AND ALL CONDITIONS OF APPROVAL RELATED TO LANDS APING. BY, _____\,,.,~":'.:l...:~~~==2___-DAT!;, LARRY SHEE AN R.LA.5180 N DATG: 1st Submittal S O N S 2nd Submittal 3rd Submittal 4th Submittal . DATE INITIAL e ENGINEER Of WORK REVISION DESCRIPTION DAT( K APPROV!eO ~011 PLANTING ANO IRRIGATION ONLY, INCLUDING PRl:CIS!;; LOCATION 0~ PLANTING ARl:AS e y M a p ~ SEE SI-IEETS LC-4, Ll--4, L TP-4, & LSP-4 • LC-2, Ll-2, LTP..2, & LSP-2 SEE SHEETS LC-1, U-1, LTP-1, & LSP-1 S h Sheet Number LT-1 LT-2 LCI thru LC-4 LC-5 thru LC7 LC-8 Ll-1 thru Ll-4 Ll-5 Ll-6 Ll-7 thru Ll-8 Ll-9 thru Ll-1O LTP-1 thru LTP-4 LSP-1 thru LSP-4 LP-5 LP-6 thru LP-7 .-· INITIAL DATE INITIAL e e I SH~ET I t I n d e X Sheet Description landscape Title Sheet Landscape Reclaimed Water Title Sheet landscape Construction Plans Landscape Construction Details Landscape Construction Speciflcations Landscape Irrigation Plans Landscape Irrigation Legends (Domestic Water) Landscape Irrigation legends (Recycled Water) Landscape Irrigation Details Landscape Irrigation Specifications Landscape Tree Plan Landscape Shrub Plan landscape Planting Details landscape Planting Specifications ~ 4 · t, 7 -Cit3,. £NGIN££ DATE [:[] CITY OF CARLSBAD PLANNING DEPARTMENT l LANDSCAP, TITLE SHEET FOR, LA COST A OAKS NORTH Rl:CRl:ATION Cl:NTl:R APPR'.'-D( {;. ~ I ·:tt 11 ..., :I· ' ·::12 ?•'-¼ ... 'b PLANNING DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: 446-,4M OTHER ~PPROVAL CITY APPROVAL RI/WD BY, CT05-14 ..t:_ ...c: G = I ...c .3 Project................................... 06.004 www.lNTEGRATION-DESIGN.,om ;t '-------------------------------------------------:;:;--;;;;;;-;;-;;-;;--;-;--;:--;-;;:;;;;;;;;-;-:-;:::;:::-;;::;:::-;;::;;;=::-;:;:::;-;:;;;-;;==-;;:;;;:;:;-;-;;-::--;::-::=--:-;-,;-;;:-=:-----------------+---,----____::_.---------------__J+J." Z;\2005 P R O J E C J S\OS.004 Lo Costa Ook1 Horth\Drawing Fil111o\CD\UTLE . .Jw11\LT-I (SHECT 1 )\9 Apr 2008 9;40 AM by: Glen W.O. No. 2.352-69 j BW, I . 111:: !11111111[11111 I I - - ll'Hl■IJUI ' r--~-----------------------=-=--=-=-=-==-=---=---=---=-=-=---=--------------------------.-----'---------Lj' I I . LA COSTA OAKS RECYCLED WATER IRRIGATION SYSTEM APPROV[D!=ORPLANTINGAND IRRIGATIONONLY, I RECYCLED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS FOR CONSTRUCTION Of RECYCLED WATER MAINS. 2. DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAT Of RECYCLED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECYCLED WATER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BBQ'S, PLAYGROUNDS, SAND TOT LOTS, ETC. 3. BEST MANAGEMENT PRACTICES SHAil BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN•OFF, OVERSPRAY AND MISTING. 4. HOSE BIBS ARE STRIClt Y PROHIBITED. 5. ON-SITE CROSS.CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATERLINES ARE STRICltY PROHIBITED. S. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVl>I. OF THE CARLSBAD MUNICIPAL WATER DISTRICT. 7. l>I.L ON SITE PIPE SHALL HAVE WAIRNING TAPE PER CARLSBAD MUNICIPl>I. WATER DISTRICT RULES AND REGULATIONS. 8. THE IRRIGATION SYSTEM SHAil RUN BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME WITH QUALIFIED SUPERVISION PERSONNEL ON SITE). 9. PROVIDE A MINIMUM OF ATLEAST 18 INCHES OF COVEROVERl>I.L WIRING AND PIPING. 10. NON-DESIGNATED USE AREAS SHAll BE PROTECTED FROM CONTACT Wini RIECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRIRIGATION OR OTHER USE LACK Of PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICltY ?ROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING Vl>I.VES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES PER CARLSBAD WATER DISTRICTS RULES ANO REGULATIONS. 11 METERS SH/ILL BE SIZED BY THE CITY Of CAIRLSBAD MUNICIP/IL WATER DISTRICT. 14. ALL IRRIGATION PIPES SHALL BE STENCLED WITH THE WARNING, "NON•POTABLE OR RECYCLED WATER', COLOR-CODED (PURPLE) ANO LAID WITH WAIRNING TAPE AND STENCILING ORIENTED TOWAIRD THE TOP OF THE TRENCH PER THE CAIRLSBAD WATER DISTRICT'S RULES AND REGULATIONS. 15. ALL POTABLE WATER ANO RECYCLED WATER PIPING SHALL BE INSTl>I.LED WITH THE STENCIi.iNG ORIENTED TOWAIRD THE TOP OF THE TRENCH. 18. WHEN POTABLE WATER UNEAND RECYCLED WATER LINE CROSS, THE RECYCLED LINE SHl>I.L BE INST/ILLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE Of POTABLE LINE. FOR A TOTl>I. OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECYCLED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINES MUST BE INSTALLED ABOVE THE RECYCLED UNE. 18. A MINIMUM OF 12 INCHES Of VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT fil TIMES. 19. DEVELOPER/ CONTRACTOR SHALL CONDUCT ACROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIP/IL WATER DISTRICT ENGINEER AND THE SAN DIEGO COUNTY DEPARTMENT Of ENVIRONMENTl>I. HEALTH PRIOR TO ANY USE OF RECLAIMED WATER. 20, QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: A. RECYCLED WATER· QUICK COUPLING Vl>I.VES USED IN RECYCLED WATER SYSTEMS SHfil HAVE ACME TYPE THREADS ANO PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO THE Vl>I.VE. QIJlCK COUPLING VALVES SHALL BE NELSON NO. 7645, HUNTER NO. HV100·RL•NP OR APPROVED EQUAL (SPIKES SHALL NOT BE INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES). 21. THE REQUIRED CROSS·CONNECTION INSPECTION SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENT/>I. HEAL TH. COPIES Of INSPECTION REPORTS WILL BE FORWAIRDED TO THE NON-INSPECTING PARTY. 22. DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS "DO NOT DRINK" ON THESE PLANS. 23. AN ON-SITE USER/ SUPERVISOR SHALL BE DESIGNATED IN WRITING, THIS INDMDUl>I. SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFI.OW I CROSS CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS Of A RECYCLED WATER SYSTEM. COPIES Of THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT Of ENVIRONMENTAL HEl>I. TH AND CARLSBAD MUNICIPl>I. WATER DISTRICT. IN CASE Of BdERGENCY CONTACT: MAINTENANCE SUl'eRVISOR DENNIS SPAHR AT (562) 921·3210 OR AFTER HOURS CONTACT DENNIS SFAHR AT (562) 921-3210 24. SHOW ALL PUBLIC AND PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS. ITEMS 8, 19 & 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUl>I. USE OF RECYCLED WATER. ITEM 22 THE SIGNAGE SHALL BE A PART OF THIS I.P. BUT THE ACTUl>I. SIGNS AND TAGS WILL BE INSTl>I.LED JUST PRIOR TO ACTUAL USE Of RECYCLED WATER. 25. ON RECYCLED WATER SYSTEMS, 1>1.L APPURTENANCES (SPRINKLER HEADS, Vl>I. VE BOXES, ETC.) SHAll BE COLOR-CODED PURIPLE PERAWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 28. THERE SHALL BEA PHYSICAL SEPARATION BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY CONCRETE STRIPS, CHAIN LINK FENCES, OR OTHER MEANS AS APPROVED BY THE WATER DISTRICT ANO D.E.H. 27 Cl>I.L OUT ON THE PLANS IF THERE AIRE OR AIRE NOT DRINKING FOUNTAINS ANDKlR DESIGNATED OUTDOOR EATING AREAS ON THIS SITE. DECLARATION OF RESPONSIBLE CHARGE I HEREBY Dea.ARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN Of THE PROJECT AS DEFINED IN SECTION 6703 Of THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY Of CARLSBAD 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 PREPARED IN SUBSTANTll>I. CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS Of APPROVl>I. RELATED TO LANDSCAPINO. BY:.~~--·-+-~-----~ DAT8 1--.l4,oe> LAMY SHEEHAN SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE Of RECYCLED WATER ARE TO BE PERMANENlt Y POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY AIRE EAS!.YVISIBLE. PLACE ON 8-1/2' x 11' SIZED SIGN. COLOR PURPLE BACKGROUND WITH BLACK LETTERING: GUIDELINES FOR RECYCLED WATER USE 1. IRRIGATE BETWEEN TiiE HOURS Of l0:00 PM AND 6:00AIM ONLY. WATERING OUTSIDE THE TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSCNNEL ON·SITE. NO SYSTEI~ SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. TiiE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE Of THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFll.lRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E. EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTl>I. IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE W,AXJ MUM SOIL ABSORPTION. 3. ADJUST SPRAY HEADS TO EUMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS ANO LOTS AND STREETS AND SIDEWl>I.KS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE Vl>I.VES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE Of RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONI. Y, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEA~ING OF TOOLS, ETC GIVEN THE HIGH 11JRNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE Of YOUR EMPLOYEES. S. OBTAIN PRIOR APPROVAL O Fl>I.L PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, ANO APPROVED BY THE DISTRICT ENGINEERING OFFICE ANO DESIGNED iN ACCORDANCE WITH DISTRICT ST ANDAIRDS. 7. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC '3' X 4', PURIPLE IN COLOR. WITH THE WCRDS 'WAIRNING • RECYCLED WATER • DO NOT DRINK" IMPRINTED ON ONE SIDE, ANO 'NO TOME EL AGUA' ON THE OTHER SIDE. IMPRINTING SHAll BE PERMANENT ANO BLACK IN COLOR. USE TAO AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO V/>I. VE STE~ DIRECltY OR WITH PLASTIC TIE·WRAP, OR 2. ATTACH TO SOLENOID WIRE DIRECltY OR WITH PLASTIC TIE•WRAP, OR 3. ATTACH TO VALVE COVER WITH EXISTING Vl>I.VE COVER BOLT. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. 9. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT ShALL BE IDENTIFIED WITH A SIGN BEAIRNO THE WORDS"RECYCLED WATER USED FOR IRRIGATION IN ENGLISH AND SPANISH, WITH Bl.ACK LETTERS I' HIGH ON A PURPLE BACKGROUND. TiiE SIGH SHALL BE PLACEJ SO THAT IT CAN BE READILY SEEN BY MY OPERATIONS PERSONNEL UTlllZI NG THE EQUIPMENT. INSPECTION PROCEDURES CITY LANDSCAPE INSPECTOR: (760) 815·6708 1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION Of PIPE LINES B. TRENCH DEPTHS C. REQUIRED SEPARATION (HORIZONTfilY AND VERTICALLY) D. PIPE IDENTIFICATION E. POINTS-Of.CONNECTION (POC'S) F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPl>I. WATER DISTRICT ANO THE SAN DIEGO COUNTY DEPARTMENT Of ENVl!<ONMENTAL HEl>I.TH THERE SHALL BE NO RECYCLED WATER QUICK COUPLERS WITHIN 50 FEET OF THE POOL SAN DIEGO COUNTY DEPARTh1ENT OF ENVIRONMENTAL HEl>I.TH LAND USE DIVISION ~ --z_ 3--1'1-4 DATE CARLSBAD MUNICIPAL WATER DISTRICT APPROVED BY:,✓<t/ ,,,/~ .{~ DATE: z-.20-oa In aro01 ta Conserve Walar .,, RECYCLED WATER IN USE DO NOT DRINK NO TOME EL AQUA WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAIR 18' X 18' SIZE 0.032ALUll41NUM, 0.060 ABS PLASTIC OR STICK-ON VINYL SIGNS -~ ~ g,.z- ~ ~-, I I RECYCLED WATER SIGN TYP. I DRINKING FOUNTAIN LOCA TIONI '-- ~~ I RESTROOM FACILITY '-I-------11-. CONTROLLER FOR DOMESTIC IRRIGATION SYSTEM CONNECTION TO EXISTING RECYCLED .IRRIGATION MAINLINE FOR PROPOSED REC FACILITY IRRIGATION SYSTEM ..... ~ ,, ' ,r I POOL! INCLUDING PR£CIS£ LOCATION 01= PLANTING AR[AS / /40 f "/ " " ' " .. -,.,, ~ ._ ._ ., -... ..;;.., .. ~----~-~ ' I ~~,' ,_ • ' ' ' ' ~~ -------- I -' - ,' ------' ~ ' ' I DOMESTIC IRRIGA '11:11 .fll'~cA AT POOL AAEA 0 --, HATCH) AA0POSEDR. ~ BACKF~OW 6 IRRIGATJO ~---'FIRE HYDRANT, TYP. G. WARNING SIGNS AT THE SITE ANO ON THE TRUCKS HAULING RECYCLED WATER (IF RECYCLED WATER IS USED FOR CONSTRUCTION) , -...., ----i DOMESTIC METER ,',, ~--------' 2. 3. AN APPROVED LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY ANO THE DISTRICT AND BE FORWARDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIROMENTl>I. HE/>I.TH PRIOR TO FINAL INSPECTION APPROVAL DISTRICT FINAL INSPECTION SHALL INCLUDE'; A. COVERAGE TESTS, AFTER COMPLETION Of THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION Of AREAS NKJT APPROVED FOR RECEIVIN(l RECYCLED WATER B. WAIRNING SIGNS AND LABELS C. QUICK COUPLING Vl>I. VES D. l>I.L ASPECTS Of THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF AND PONDING E. REQUIRED PROTECTION OF ALL RESIDENTL'\I. AIREAS F. REQUIRED PROTECTION Of WELLS, STREAMS, RESERVOIRS, ETC. G. CROSS-CONNECTION ANNUl>I. INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PAIRTS "A', 'B' AND "G' OF THE DISTRICT FINAL INSPECTION 12' X 36' SIZE 0.0321>1.UMINUM, 0.060 ABS PLASTIC OR STICK-ON VINYL SIGNS BLACKLOGO PURIPLE BACKGROUND 36' (N.T.S.) 1" BLACK LETTERS WARNING RECYCLED WATER DO NOT DRINK RECYCLED WATER WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAIR I' BLACK LETTERS 2" BLACK LETTERS RECYCLED WATER SIGN NO SCALE ' EXISTING CONTROLLER FOR PROPOSED RECYCLED IRRIGATION SYSTEM --",'c-', '-:i RESIDENTIAL DOMESTIC ' WATER SERVICE TYP. 2X a FOR WATER CONSERVATION THIS PROPERTY IS IRRIGATED W!TH RECl.A!MED WATER DO NOT @) DRINK COMO PARTE OE LO! ESFUERZOS DI CONSERVAC!ON De .A C!UC>,D: ESTA AGUA HA S100 TRATA0,1,. OCI\I: ELPRCPOS.TC DI SER UTlLIZ-6.0A UNICAMENfE PAAAR!Ed 0 ul' DIA. ~ !. t':\ ATTACH SIGN TO POST WITH STAINLESS STEEL -\.:J HAIRDWAIRE, TWO BOlTS, MINIMUM ,;;\ CHRISTY#ID-SIGN-3.5-12' x 18' ALUMINUM X0,08' \.:,I THICK RECYCLED WATER SIGN ,;;\ SUBMIT SAMPLE OF SIGN TO WATER DISTRICT \.::_,J PRIOR TO INSTALLATION FOR APPROVAL 0 1-112' X 36' X 1/16' WALL SQUARE 1>1.UMINUl\4 POST REQUIRED SIGNAGE FOR RECYCLED WATER AREAS: ALL USE AREAS ACCESSIBLE TO THE PUBLIC SHALL BE POSTED WITH SIGNS (MINIMUM 2 PER METER)T~AT AIRE VISIBLE TO THE PUBLIC IN A SIZE NO LESS THAN 4 INCHES HIGH BY 8 INCHES WIDE. © FINISH GRADE © SUBGRADE 0 CONCRETE FOOTING WITH $LIGHT CROWN © FURNISH AND INSTALL TWO SIGNS PER WATER METER RECYCLED WATER SIGN NO SCALE EXISTING RECYCLED WATER METER SERVICING THIS PROJECT IRRIGATION LEGEND rn[) EXISTING RECYCLEO WATER METER _ @[) EXISTING DOMESTIC WATER METER @ RESIDENTIAL WATER METER LOCATION PER CM. PLAN [!j IRRIGATION CONTROLLER m RECYCLED WATER SIGN LOCATION ~ FIRE HYDRANT AND LATERAL LOCATION @ R.P. BACKA.OW ---RECYCLED WATER IRRIGATION MAINLINE "' RECYCLED WATER LINE ----POTABLE WATER IRRIGATION MAINLINE --0>,--DOMESTICWATERLINE I' ' ' ( ~ 1, ~ \ \ ' ' ,, '' ', <5'~ '~~'<:-, / 1' ~ '', ',, / ~/v0 ~tt: ~ V "if-,,---.:S.,,. ~o~"~\\,, SE, SHEETS 2 THRU 5 FOR IRRIGATION PLANS / , "AS BUILT" SE, SHEi.TS 15 THRU 16 FOR IRRIGA TJON LEGENDS SEE SHEETS 17 THRU 18 FOR IRRIGATION DH AILS LARRY SHEEHAN R.L.A. 3180 EXP. 31 Dec 07 SEE SHEETS 19 THRU 20 FOR IRRIGATION SPECIFICATIONS REVIEWED BY: INSPECTOR DATE INTtGRATION ~---P L A N 20Augo7 DATI,'. 1st Submittal i-----t--t----------+---+-___j:----+-___j I SH~ET I CITY OF CAR LS BAD ~, PLANNING DEPARTMENT ~ ~I..AND~;:S;CA~Pi.~l:;:RR;::IG;:A::;T:::10:::N::P:::LAN::::S:::F~O:::R,::=::==:::===::..'.===! DE;:SIGN STUDIO LANDSCAPI,'. ARCl-llTl,'.CTS 5411 Avenida l,'.ncinas, Suite 270 Carlsbad, CA 92008.4580 t 760.602.0144 f 7 60.602.03BS R i;: V I S 21 Jan 08 9Apro8 0 N S 2nd Submittal 4th Submittal LA COST A OAKS NORTI-I RtCREATION CtNTtR APtROVjJJ( ~ ,1.....t-Cr· ~~~ .:; ..... •~ PLANNING I DATE t-:::-DA:-::T:::-E--t-lN-IT-IA:-L-+------------------1-----l---l----+----.I ~D;W;N~B;;Y~: =-_==_ ==-=-=-::._=_::;7 -;==:::P:::RO:::J=E;:C:::T==N=o=. ==;--;:D=RA=W=IN=G=N=o.~ DATE INITIAL DA TE INITIAL -l Project ................................... 06.004 www.lNTE:GRATION-DE=.SIGN.com EN~INEER Of WOR REVISION DESCRIPTION CRVHWKDD BBYY• •• ---CT05-14 446-4M o OTHER APPROVAL CITY APPROVAL L_ __ L.__ _______ _L..:=.:....:::..:..::.::.:::.L:.:.:.:....:.:::..:::=:..l.'.:::::::'.:::::==:'.:'.::='....'.:::::========-=====:::J, . l .J:. ...c •o ' .I. 3 W;\IProJec;t.\lnteg,n:1tkin Oe$i,;in\La Cada Ockd Rec\WC-La Costa 01:1k1 lrr.dwg\RWU\25 Jan 2008 11:52 AM by: SteY■ Hoht ! 2352-69 l • • W.O. No. BIN, -..... --Jlli)lllil~~I ,,,,_ I \ }t I I \ ' ' SEE LAN SCAPE PlANS BY GILL Pl', MOODY, PATT RSON, INC. DRAWi G • 429-?M '-.......... ' ' ' ' \ \ ' PA \ \ \ \ ~ \ PA I;, f:i PA i~ /4 '---.-· ___ l_ ~_,,-,..---'. 1/1 ,\fJ--rt-.----~·~=:1 ... _3• ,r ~ 4'-3"i PA A ---..-1\ ;, ~ I 46 v::--___ ._y_ ~1-1.--1--------------- PA i -----------1-------------- 1 r,'1!1-6" lYP i.: I ~SCAP .., --1 I I '/ 0 SEE SHEETS LC-5 THRU LC-7 FOR CONSTRUCTION DH AILS SEE SHEETS LC-8 FOR CONSTRUCTION SPECIFICATIONS IN·r~GRATION [:.iii liiiiiiiii DtSIGN STUDIO P L A N 20AugD7 D A T E 1st Submittal -,; ~ ~ ~~~~:: 0 LANDSCAPE;: ARCI-IIT£CTS 5411 Avenida Encinas, Suite 270 Carlsbad, CA 92008.4380 Rl:iVISIONS I 760.602.0144 f 760.602.0388 21 Janos 28 Febo8 9Apro8 2nd Submittal 3rd Submittal 4th Submittal / '-----s" LANDSCAPE PlANS BY GILLESPI', MOODY, PATTERSON, INc. DRAWING• 429-7M ~ "vo 0~ <Q-0 CONSTRUCTION LEGEND DATE SYMBOL DESCRIPTION CL CENTERLINE CP CENTER POINT EQ EQUAL PA PLANTING AREA POB POINT OF BEGINNING PT POINT OF TANGENCY R RADIUS r', ALIGN W 1TH ADJACENT SURFACE 7 ALIGN PERPENDICULAR --------EXPANSION JOINT ----EXPANSIONJOINTW/SEALANT SCORE JOINT ,C:'> ", ARC LENGTH ---POOLCUTOFFWALL NOTE, ALL DIMENSIONS TO WALLS ARE FROM FACE OF WALL UNLESS OTHERWISE NOTED. FINISH SCH£DULE © INTEGRAL COLOR CONCRET, SIDEWALK, COLOR TO BE SCOFIELD 'COACHELLA SAND' •C-15. FINISH,TOP CAST' •05 BY GRACE PRODUCTS. INTEGRAL COLOR CONCRETE STEPS, COLOR TO BE SCOFIELD 'COACHELLA SAND' •C-15. FINISH, 'TOP CAST' •05 BY GRACE PRODUCTS. CONCRETE PAYING, COLOR TO BE NATURAL GRAV. FINISH TO BE SELECTED BY LANDSCAPE ARCHITECT OMIT © @ © INTEGRAL COLOR CONCRETE POOL DECK FIELD, COLOR TO BE SCOFIELD 'COACHELLA SAND' •C-15. FINISH, 'TOP CAST' •05 BY GRACE PRODUCTS. © @ INITIAL INTEGRAL COLOR CONCRETE POOL DECK BANDS, COLOR TO BE SCOFIELD 'COACHELLA SAND' •C-15. FINISH, 'TOP CAST' *03 BY GRACE PRODUCTS. INTEGRAL COLOR CONCRET, POOL COPING, COLOR TO BE SCOFIELD 'COACHELLA SAND' •C-15. FINISH, 'TOP CAST'•03 BY GRACE PRODUCTS. . DATE INITIAL DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRE:CISE LOCATION OJ: PLANTING AREAS NOTES 1. LOW STONE WALLS AT BUILDING FRONT SHALL RUN PARALLEL TO THE FRONT CURVE OF THE BUILDING, 2. POOL DECK SHALL RUN PARALLEL TO THE BACK CURVE OF THE BUILDING. 3. ALL CONCRETE JOINTS IN POOL DECK SHALL BE SAW CUT 4. THE SAWCUT JOINTS IN THE POOL AND WADING POOL COPING SHALL BE EQUALLY SPACED AT APPROX. 24" 0.C. NOTES SYMBOL DESCRIJlTION [jJ CONCRETE PAVING -SEE DETAIL AJ SHE.ET 7 II] CONCRETE STAIRS· SEE DETAIL B/ SHE.ET 8 II) LOW STONE RETAINING WALL· SE& DETAIL D/ SHEET 8 8) HAND TOOLED SCORE JOINT· SEE DETAIL B/ SHEET 7 III SAW CUT SCORE JOINT· SE; DETAIL C/ SHEET 7 11) EXPANSION JOINT SE!:: DETAIL D/ SHEET 7 II) EXPANSION JOINT AT VERTICAL SURFACE -SEE DHAIL E/ SHEET 7 m EXPANSION JOINT WITM SEALANT· SEE DETAIL F/ SHE.ET 7 II) 18" SQ. CONCRETE STEPPER$ -SEE DETAIL AJ SHEET 7 ll£I TUBULAR STEEL POOL FENCi. • SEE DETAIL IJ Sl-lE.ET 8 [ill BIKI:: RACK-SEE DETAIL IJ SHEET7 @) DRINKING FOUNTAIN-SEE DETAIL F/ SHEET 8 (ill STONE ENTRY SIGNAGE (BY SEPERATE PERMIT-SEE DHAIL G/ SHEET 8 [ffi POOL GATE• PER ARCHITECT'S PLANS @) ADA RAMP· PER CIVIL ENGINEER'S PLANS. @ BARBECUE-SEE DETAIL H/ SHEET 9 @ SHOVEL CUT EDGE-SEE DETAIL I/ SI-IEET 8 !ill STONG: SEAT WALL-SEE DETAIL H/ SHE.£T 8 @) POOL COPING· SEE DETAIL J/ SHEET 7 lfil POOL· BY POOL CONTRACTOR ~ CHILDREN'S POOL-BY POOL CONTRACTOR ~ PERIMETER WALL· SEE DETAILK/SHEET7 § PERIMETER PILASTER • SEE. DETAIL K/ SHE.ET 7 1H POOL WA TERLINli TILE -SEE DETAIL J/ SHEET 7 ~ 12" CONCRETE. BANDING-SEE DETAIL AJ SHEET 7 ~ POOL CUT OFF WAU -SEE DETAIL G/ SHEET 7 1£1 STEEL HANDRAIL • SEE. DETAIL H/ Sl-lEET 7 ~ POOL DE.CK DRAIN -PER CIVIL ENGINE.ER'S PLAN ~ PRODUCTION SIDkW ALK -SEE STREETSCAPE PLANS ~ 6' MAINTENANCE. CURB -SEE DETAIL J/ SHEET 8 ~ PAVING BY ARCHITECT SEE SHEETS LC-4, U-4, L TP-4, & LSP-4 - 0 SEE SHEETS LC-2, Ll-2, LTP-2, & LSP-2 LC-1, LI-1, LTP-1, & LSP• 1 Kt;YMAP ' SEE SHE.HS LC-3, U-3, L TP-3, & LSP-3 N.T.S I SH~[T I CITY OF CARLSBAD [:[] PlANNING DEPARTMENT 1 LANDSCAPE CONSTRUCTION PLANS FOR, LA COST A OAKS NORTH RECREATION CENTER IAPPtt~~I ,. ........ '" I l:r· et!..;.¼ PLANNING DATE DWN BY: PROJECT NO. DRAWING ND. INITIAL f---i I l ( ' ...r:. ' I ' I ..r: ' ~ I ' I ...c:. I .3 i U-1 ~ (>,I -CHKD BY: rnGINEER Of WORI REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT05-14 446-4M ~-------------------------------------------O ___ s __ 1_0 ____ 2_o _____ P_r_oJ_e_ct_ •.. _ ... _ .•• _ ••. _ ••• _ •.• _ •.. _ ... _ ••• _ ... _ ...• _. ,o;,6,;.0;;;;0.;4;-;,o7www,;,JTN;;.:T-;;;E:;;;G;;;R-;-A-;;T;;;IO~N;;;:•z:D;;E::;;;S;:;:IG-;;:N::;:.:;::<•~••;;;::;~;;;;:;;;;:;::~::-;--;=:;-;;;~;;:::-=:-z:;-;;;::7:-:;::;:-------------------------------------------------------_J~ 2;\200I p R O J £ C T 5\0lLO(l.f La Coii\o Ool<• North\Orawini Files\ci,.,.coNST.Jw11\LC-I {SHEET 3)\ 18 M!Jf' 2008 5:38 Pf.I by: K1>r1 -I W.O. No. 2352-69 . BIN, llllilllllli, MATCI-ILINE -SE!: Sl-lttT LC-3 "'-- '-.. '-.. '-.. CONSTRUCTION LE:GEND SYMBOL CL CP EQ PA POii PT R rv 7 DESCRIPTION CENTERLINE CENTER POINT EQUAL PLANTING AREA POINT OF BEGINNING POINT OF TANGENCY RADIUS ALIGN WITH ADJACENT SURFACE ALIGN PERPENDICULAR EXPANSION JOINT EXPANSION JOINT W/ SEALANT SCORE JOINT """,O~-~~ ARC LENGTH POOL CUT OH WALL NOTE, ALL DIMENSIONS TO WALLS ARE FROM FACE OF WALL UNLESS OTHERWISE NOTED. NOTES SYMBOL DJ m m m m m m m 0 @] [ill @] @] !El @] @ !ill @ @:I § @I IE.I § !El ~ ~ Im @ ~ ~ ml DESCRIPTION CONCRHE PAVING· SEE DETAIL A/ SHEET 7 CONCRH!i STAIRS· SEE DETAIL 8/ SHEET 8 LOW STONE RH AINING WALL -SEE DETAIL D/ SHEET 8 HAND TOOLED SCORE JOINT -SEE DH All B/ SHEET 7 SAW CUT SCORE JOINT -SEE DH AIL C/ SHEET 7 EXPANSION JOINT SEE DETAIL D/ SHEET 7 EXPANSION JOINT AT VERTICAL SURFACE -SEE DETAIL E/ SHEET 7 EXPANSION JOINT WITH SEALANT -SEE DETAIL F/ SHEET 7 18" SQ. CONCRETE STEPPERS· SEE DETAIL A/ SHEET 7 TUBULAR STER POOL FENCE -SEE DETAIL lJ SHEET 8 BIKE RACK-SEE DETAIL lJ SHEET 7 DRINKING FOUNTAIN· SE, DETAIL Ff SHEET 8 STONE ENTRY SIGNAGE (DY SEPERATE PERMIT· SEE DETAIL G/ SHEET 8 POOL GATE• PER ARCHITECTS PLANS ADA RAMP· PER CIVIL ENGINEER'S PLANS. BARBECUE· SEE DETAIL H/ SHEET 9 SHOVEL CUT EDGE-SEE DETAIL 1/ SHEET 8 STONE SEAT WALL. SEE DETAIL H/ SHEET 8 POOL COPING -SEE DETAIL J/ SHEH7 POOL· BY POOL CONTRACTOR CHILDREN'S POOL· BY POOL CONTRACTOR PERIMETER WALL· SEE DETAIL K/ SHEET 7 PERIMETER PILASTER-SEE DETAIL K/ SHEET7 POOL WATERLINE TILE -SEE DETAIL J/ SHEET 7 12" CONCRETE BANDING -SEE DETAIL A/ SHEET 7 POOL CUT OFF WALL -SEE DETAIL G/ SHEET 7 STEEL HANDRAIL -SEE DETAIL H/ SHEET 7 POOL DECK DRAIN. PER CIVIL ENGINEER'S PLAN PRODUCTION SIDEWALK-SEE STREETSCAPE PLANS 6' MAINTENANCE CURB· SEE OET AIL J/ SHEET 8 PAVING BY ARCHITECT ~~ c.,; ----.::; '-.. \ \ \' \ \ \ \ \ S IH.1\NDSCAPE PLANS BY GILLl:~J;, MOODY, PATTERS() INC. DRAWING•-42 M '-.. FINISH SCHl:DULI: @ INTEGRAL COLOR CONCRETE SIDEWALK, COLOR TO BE SCOFIELD 'COACHELLA SAND' •C-15. FINISH, 'TOP CAST' •05 BY GRACE PRODUCTS. INTEGRAL COLOR CONCRETE STEPS, COLOR TO BE SCOFIELD 'COACHELLA SAND' •C-15. FINISH, 'TOP CAST'•05 BY GRACli PRODUCTS. CONCRETE PAVING, COLOR TO BE NATURAL GRAV. FINISH TO BE SELECTED BY LANDSCAP& ARCHITECT OMIT © @ © INTEGRAL COLOR CONCRETE POOL DECK FIELD, COLOR TO BE SCOFIELD 'COACHELLA SAND'•C-15. FINISH, 'TOP CAST' •05 IIY GRACE PRODUCTS. © INTEGRAL COLOR CONCRETE POOL DECK BANDS, COLOR TO BE SCOFIELD 'COACHELLA SANO' •C-15. FINISH,TOP CAST' •05 BY GRACE PRODUCTS. INTEGRAL COLOR CONCRETE POOL COPING, COLOR TO BE SCOFIELD 'COACHELLA SAND' •C-15. FINISH,'TOP CAST' •05 BY GRACli PRODUCTS. NOTl:S l. LOW STONE WALLS AT BUILDING FROt-lT SHALL RUN PARALLEL TO THE FRONT CURVE OF THE BUILDING. 2. POOL DECK SHALL RUN PARALLEL TO THli BACK CURVE OF THE BUILDING. 3. ALL CONCRliTli JOINTS IN POOL DECK SHALL BE SAWCUT 4. THE SAWCUT JOINTS IN THE POOL AND WADING POOL COPING SHALL BE [QUALLV SPACED AT APPROX. 24' O.C. 0 5 10 '-.. I I I I I I I I I I I I I I I I I I 20 '\j '-.. '-.. '-.. ~ --------- ------\ \ \ \ \ \ \ \ \ \ \ SEE LANDSCAP PLANS Y GILLESPIE, M DY, PATTERSON. I C. DRAWING• 429 M tmSCAP~ \ \ Q 't. __, ~~~~=--, C-1 \ \ Project ................................... 06.004 \ \ \ \ PA ,( ~4~._El_-1"-SI I ~ \ ' PA \ \ \ \ \ \ \ \ \__. ~ INT~GRATION r:.ii-.iiiii D1:SIGN STUDIO LANDSCAPE ARCHITECTS 5411 Avenida E:ncinas,Suite270 Carlsbad, CA 92008.,1360 t 760.602.0144 f 7 60.602.0388 www.lNTE:GRATION-DE:SIGN.com 1r-o• I V,..__I ___., I 2 p L A 20AugD7 R i;; V 21 Jan o8 26Febo8 9Apro8 N I D A T i;; 1st Submittal s I 0 N s 2nd Submittal 3rd Submittal 4th Submittal DATE -· I . I I I,;:;. nl6' 37-6" EO -- INITIAL ENGINEER or WOR~ 4' 4 37-6" ----- --------- DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE APPROVED FOil PLANTING AND IRlllGA TION ONL V, INCLUDING PRE:CISI: LOCATION OF PLANTING AllE:AS SEE SHEETS LC4,U-4, LTP-4, & LSP-4 • Q SEE SHEETS LC2, U-2, LTP-2,& LSP-2 SEE SHEETS LC 1, U-1, LTP-1, & LSP-1 Kl:YMAP TURF PA / /' SEE SHEETS LC-3, Ll-3, L TP-3, & LSP-3 I .. 1· / N.T.S I I .1/I SEE SHEETS LC-5 THAU LC7 FOR CONSTRUCTION DETAILS SEE SHEETS LC-8 FOR CONSTRUCTION SPECIFICATIONS I SH4[T I CITY OF CARLSBAD ~ PLANNING DEPARTMENT 1 LANDSCAPE CONSTRUCTION PLANS FOR, LA COST A OAKS NORTH RECREATION CENTER IAPPMl e;.-t.~e. I ~ . ~:r-~\...;ft: PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. INITIAL CHKD BY: CITY APPROVAL RVWD BY: CT05-14 446-4M n I l J i I ' I l I I I I I I I I i I l I I I ' ' I I I I l I ( .J: J::.. ~ I ..t:.. ~ N' I ~ L------------------------------------------------------------------:z:-c~::,o:-:o,-:P-:R;:-0;:-J:-E;:-C:-;-J ::;-S\:-:o,-::.,o::-:•-:-1.o-:-co-:-,,,-:o;:-o,.,:--::So-:d::-l~:-D,,-.:-int-:n:::-,,,-:-,;._,::clt\::-:C:::ON-::ST:-~:---•• :-\LC7--=2-:(s::::11::,,,:-c:,/\-:-,e:-M::-~--=,o::08--:5-:-:39:-P:cMc-:b-,,-::K,-:rl------------------------------------------------------..J 1 1 ~ W.O. No. 2J52-69 BIN, • 'llliil■ CONSTRUCTION LEGEND NOTES SYMBOL DESCRIPTIOH SYMBOL DESCRIPTIOH CL CEHTERLIHli CP CEHTER POIHT EQ EQUAL PA PLAHTING AREA POB POINT OF BEGINNING PT POINT OF TANGENCY R RADIUS ,r. ALIGN WITH ADJACENT SURFACE -7 ALIGN PERPENDICULAR --------EXPANSION JOINT ----EXPANSION JOINT W/ SEALANT SCORG JOINT :...Q "k ARC LENGTH ---POOLCUTOFFWALL NOTE, ALL DIMENSIONS TO WALLS ARE FROM FACli OF WALL UNLESS OTHERWISE NOTED. NOTES 1. LOW STONE WALLS AT BUILDING FRONT SHALL RUN PARALLEL TO THE FRONT CURVE OF THE BUILDING. 2. POOL DECK SHALL RUN PARALLEL TO THli BACK CURVli OF THE BUILDING. 3. ALL CONCRETli JOINTS IN POOL DECK SHALL BE SAWCUT ◄. THli SAWCUT JOINTS IN THli POOL AND WADING POOL COPING SHALL BE EQUALLY SPACED AT APPROX. 2'1" O.C. OJ m m m m m m m m I@ ml @] @I [BJ @I ~ CONCRETE PAVING-SEE DETAIL ,V SHEET 7 CONCRETE STAIRS· SE& DETAIL B/ SHEET 8 LOW STONI. RETAINING WALL-SEE DETAIL D/ SHEET 8 HAND TOOLED SCORG JOINT -SEE DET All 8/ SHEET 7 SAW CUT SCORE JOINT· SEE DETAIL CJ SHEET 7 EXPANSION JOINT SEE DETAIL D/ SHEET 7 EXPANSION JOINT AT VERTICAL SURFACE· SEE DETAIL E/ SHEET 7 EXPANSION JOINT Wint SEALANT -SEE DETAIL F/ SHEET 7 18" SQ. CONCRETE STEPPERS· SEE DETAIL A/ SHEET 7 TUBULAR STEEL POOL FENCE • SEE DETAIL L/ SHEET 8 BIKE RACK-SEE DETAIL L/ SHEET 7 DRINKING FOUNTAIN -SEE DETAIL F/ SHEET 8 STONE ENTRY SIGNAGE (BY SEPERATE PERMIT -SEE DETAIL G/ SHEET 8 POOL GATE -Pm ARCHITECT'S PLANS ADA RAMP· PER CIVIL £NGINEER·S PLANS. BARBECUli • SEE DETAIL H/ SHEET 9 MATCHLINt -Stt SHttT LC-4 / I I I PA ·--...___ s::----·· --...__,_ AT LI t -E • FINISI-I SCI-IE:DULt;; @ © @ © © @ INTEGRAL COLOR CONCRETI< SIDEWALK, COLOR TO Bli SCOFIELD •COACHELLA SAND' •C-15. FINISH, •TOP CAST' •05 BY GRACE PRODUCTS. INTEGRAL COLOR CONCRETli STEPS, COLOR TO B, SCOFIELD ·coACHELLA SAND'•C-15. FINISH, ·ToP CAST' •os BY GRACE PRODUCTS. CONCRETE PAVING, COLOR TO Bli NATURAL GRAY. FINISH TO Bli SELECTED BY LANDSCAPli ARCHITECT OMIT INTEGRAL COLOR CONCRETli POOL DECK FIELD, COLOR TO BE SCOFIELD 'COACHELLA SAND' •C-15. FINISH, •TOP CAST' •05 BY GRACE PRODUCTS. INTEGRAL COLOR CONCRETE POOL DECK BANDS, COLOR TO B, SCOFIELD ·COACHELLA SAND' •C-15. FINISH, 'TOP CAST' •03 BY GRAC& PRODUCTS. INTEGRAL COLOR CONCRI.TC POOL COPING, COLOR TO B& SCOFIELD "COACHELLA SAND' •C-15. FINISH,TOP CAST' *03 BY GRACE PRODUCTS. • ...._____,, ...._,_ ........ '---. -- 0 5 10 [ill !ID !ill ~ @I ~ @.I 1H ~ @ ~ @ii ~ ~ ~ SHOVEL CUT EDGE-SEE DETAIL I/ SHEET 8 STONE SEAT WALL-SEE DETAIL H/ SHEET 8 POOL COPING· SEE DETAIL J/ SHEH 7 POOL· BY POOL CONTRACTOR CHILDREN"S POOL· BY POOL CONTRACTOR PERIMETER WALL-SEE DETAIL K/ SHEET 7 PERIMETER PILASTER· SEE DETAIL K/ SHEET 7 POOL WATERLINE TILE -SEE DETAIL J/ SHEET 7 12" CONCRETE BANDING-SEE DETAIL A/ SHEET 7 POOL CUT OFF WALL • SEE DETAIL G/ SHEET 7 STEEL HANDRAIL. SEE DETAIL H/ SHEET 7 POOL DECK DRAIN · PER CIVIL ENGINEER"S PLAN PRODUCTION SIDEWALK· S" STREETSCAPE PLANS 6" MAINTENANCE CURB • SEE DETAIL J/ SHEET 8 PAVING BY ARCHITECT I I I I I I \ •, I I \. \ I I \ \ \ I I I I I I I TURF \~ONNECTION TO EXISTING r----T(lAIL HEAD PER GILLESPIE, MOf'DY. PATTERSON. INC. DRAWING• ◄29-7M \ / / / ~SCAP~ INTEGRATION c.i iii.ii iii ~ ~ D~SIGN STUDIO ..., • Q n urt LANDSCAPI: ARCHITl=:CTS 31 D C 09 on • •• 5411 Avenida E:ncinas,Suile 270 Carlsbad, CA 92008.4380 ~ OF CAI.\\ t 760.602.0144 f 7 60.602.0388 20 Project ................................... o6.D04 www.lNTEGRATlON-DESIGN.com / ./ p ,,...-· / L A 20Augo7 R I: V 21 Jan D8 28Febo8 9Apro8 N I s I I I I I \ \ / I \ \ \ / D A T i;: 1st Submittal I 0 N s 2nd Submittal 3rd Submittal 4th Submittal / Z:\2005 P R O J E C 1 ~Oe.D04-La Costa Oak■ t-lorlh\Drawio9 fi!eB\CL\CONST.dw9\LC-l (SHEEJ 5)\ 18 ldl.Jf'" 2008 5;40 Pt.t by: l(url --·· -·· _ .. / / I I \ DATE ./ / 19'-11" 1'-t-/ / INITIAL ENGINEER or WOR• ,/ / /. TURF ...._,_ " ~ " \ POB· PER Cl TURF /,• ./ 10 \ "' " \ PA -----· \ \ \ \ \ I \ \ \ I / \ \ \ I I / J I PA I I;, I; // _, I /I fl I I. /1i /~1.•o . - fl/ I hs.,, I I. Ii ;. / , I I;; ,I 1/ I I I<.,-// SEE SHEETS LC-5 THRU LC-7 FOR CONSTRUCTION DETAILS SEE SHEETS LC-8 FOR CONSTRUCTION SPECIFICATIONS DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL APPROVfD FOR PLANTING AND IRRIGATION ONL V, INCLUDING PRECISE LOCATION OF PLANTING AREAS - !1 111 Ii SEE SHEETS LC-4. U-4. L TP-4, & LSP-4 • • SEE SHEETS LC-2, Ll-2, LTP-2, & LSP-2 SEESI-JEETS LC-1, LI-1, LTP-1, & LSP-1 K~YMAP SEE SI-IEETS LC-3, Ll-3, L TP-3, & LSP-3 1/ N.T.S I SH~CT I CITY OF CARLSBAD ~ 1 PLANNING DEPARTMENT LANDSCAPE CONSTRUCTION PLANS FOR, LA COST A OAKS NORTH Rl::CRl::ATION Cl::NTl::R I APP(i~J l-:f. tll-c,\-.,.4.~ I PLANNING DATE DWN BY: PROJ[CT NO. DRAWING NO. CHKD BY: CT05-14 446-4M RVWO BY: 1 I . . ' I i I ! I? Ui II -1:::. ...t: ,; I ...I: 3 W.O. No. 2352-69 ...J 1 . I BIN, '111 i■II I I l I I I I I I I / / ~ / / / MATCHLINE-SEE SHEET LC-3 SEE LANDSCAPE PLANS BY GILLESPIE. MOODY, PATTERSON, INC. DRAWING • -429-?M 0 5 10 PA NO CONSTRUCTION THIS SH~~T \\DSC.y~ ~ ,p, .., .... s g~alure 31 ec 09 • n wal ' . ·I ~ OF CAl..1~ 20 Project................................... 06.00-4 SEE SHE:ETS LC-511-lRU LC7 FOR CONSTRUCTION DETAILS SEE SHEETS LC.a FOR CONSTRUCTION SPECIFICATIONS INTJ;:GRATION p L A c.-..-20Augo7 Dl:SIGN STUDIO LANDSCAPE ARCHITECTS R i;: V 5411 Avenida E:ncinas, Suite 270 21 Jano8 Carlsbad, CA 92008.4380 28 Febo8 9Apro8 I 760.602,0144 I 7 60.602.0388 www.lNTEGRATION-DESIGN.,om N D A T i;: 1st Submittal I s I 0 N s 2nd Submittal 3rd Submittal 4th Submittal Z:\2005 P R O J E C T 5"\06.001 l<:1 Ca:.l<:1 Ouks Nu,lt,\O,i.wi"g Fi1~11\CD\COMST . .Jw1,1\LC-I {SHEET 6)\ 18 Mur 2006 5;-<4-1 Pl.I by: Kurl \ CONSTRUCTION LE:GE:ND SYMBOL DESCRIPTION CL CENTERL!Nli CP CENTER POINT EO EQUAL PA PLANTING AREA POB POINT OF BEGINNING PT POINT OF TANGENCY R RADIUS ,r', ALIGN WITH ADJACENT SURFACE 7 ALIGN PERPENDICULAR -------· EXPANSION JOINT ----EXPANSIONJOINTW/SEALANT SCORli JOINT "•0 ''l; ARC LENGTH ---POOL CUT OFF WALL NOTE, ALL DIMENSIONS TO WALLS ARE FROM FACE OF WALL UNLESS OTHERWISli NOTED. FINISH SCHl:DULI: @ ® © @ © © @ INTEGRAL COLOR CONCRETE SIDEWALK, COLOR TO BE SCOFIELD 'COACHELLA SAND' •C-15. FINISH, 'TOP CAST' •os BY GRACE PRODUCTS. INTEGRAL COLOR CONCRETE STEPS, COLOR TO BE SCOFIELD 'COACHELLA SAND' •C-15. FINISH, 'TOP CAST' •os BY GRACE PRODUCTS. CONCRETE PAVING, COLOR TO BE NATURAL GRAY. FINISH TO BE SELECTED BV LANDSCAPli ARCHITECT OMIT INTEGRAL COLOR CONCRETG: POOL DECK FIELD, COLOR TO BE SCOFIELD 'COACHELLA SAND' •C-15. FINISH, 'TOP CAST' •05 BY GRACE PRODUCTS. INTEGRAL COLOR CONCRETG: POOL DECK BANDS, COLOR TO Bli SCOFIELD 'COACHELLA SAND' •C-15, FINISH, 'TOP CAST' •Ol BY GRACG: PRODUCTS. INTEGRAL COLOR CONCRETE POOL COPING, COLOR TO BE SCOFIELD 'COACHELLA SAND' •C-15. FINISH, 'TOP CAST' •Ol BY GRACE PRODUCTS. NOTl:S DATE 1. LOW STONE WALLS AT BUILDING FRONT SHALL RUN PARALLEL TO THE FRONT CURVE OF THE BUILDING. 2. POOL DECK SHALL RUN PARALLEL TO THE BACK CURVE OF THE BUILDING. 5. ALL CONCRETE JOINTS IN POOL DECK SHALL BE SAWCUT -4. THE SAWCUT JOINTS IN THE POOL AND WADING POOL COPING SHALL BE EQUALLY SPACED AT APPROX. 2-4' O.C. INITIAL DATE INITIAL ENGINEER Of W0R REVISION DESCRIPTION OTHER APPROVAL DATE NOTl:S SYMBOL m m m m m m III m m ®l [ill @] APPROVE:D FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRE:CISE: LOCATION OF PLANTING ARE:AS DESCRIPTION CONCRETG: PAVING -SEE DETAIL AJ SHEET 7 CONCRETE STAIRS -SEE DETAIL 8/ SHEET 8 LOW STONE RETAINING WALL· SEE DETAIL D/ SHEET 8 HAND TOOLED SCORE JOINT -SEE DETAIL B/ SHEET 7 SAW CUT SCORE JOINT -SEE DETAIL C/ SHEET 7 EXPANSION JOINT SEE DETAIL D/ SHEET 7 EXPANSION JOINT AT VERTICAL SURFACE-SEE DETAIL E/ SHEET 7 EXPANSION JOINT WITH SEALANT. SEE DETAIL F/ SHEET 7 18' SQ. CONCRETE STEPPERS -SEE DETAIL A/ SHEET 7 TUBULAR STEEL POOL FENCE. SEE DETAIL L/ SHEET 8 BIKE RACK-SEE DHAIL L/ SHEET7 DRINKING FOUNTAIN -SEE DETAIL F/ SHEET 8 @] STONE ENTRY SIGNAGE (BY SEPERATE PERMIT -SEE DETAILG/ SHEET 8 rEJ @I ~ IE) @ ~ ~ ml § § ~ @I ~ Im @.I IIB ~ @] SEE S1-lEETS LC-4, Ll--4, POOL GAT£ -PER ARCHITECT'S PLANS ADA RAMP· PER CIVIL ENGINEER'S PLANS. BARBECUE· SEE DI.TAIL H/ SHEET 9 SHOVEL CUT EDGE-SEE DETAIL I/ SHEET 8 STONE SEAT WALL -SEE DETAIL 1-1/ SHEET 6 POOL COPING. SEE DETAIL J/ SHEET 7 POOL -BY POOL CONTRACTOR CHILDREN'S POOL • BY POOL CONTRACTOR PERIMETER WALL -SEE DETAIL K/ SHEET 7 PERIMETER PILASTER • SEE DETAIL K/ SHEET 7 POOL WATERLINE TILE-SEE DETAILJ/ SHEET7 12' CONCRETE BANDING. SEE DI.TAIL A/ SHEET 7 POOL CUT OFF WALL -SEE DETAIL G/ SHEET 7 STEEL HANDRAIL. SEE DETAIL 1-1/ SHEET 7 POOL DECK DRAIN -PER CIVIL ENGINEER'S PLAN PRODUCTION SIDEWALK • SEE STREETSCAPE PLANS 6' MAINTENANCE CURB • SEE DETAIL J/ SHEET 8 PAVING BY ARCHITECT LTP-4, & LSP-4 • • SEE S1-lEETS LC2, Ll-2, LTP-2,&LSP-2 LC 1, Ll-1, LTP-1, &LSP-1 K~YMAP 1 SEE S1-lEETS LC3, Ll-3, LTP-3, & LSP-3 N.T.S I S~ET I CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE CONSTRUCTION PLANS FOR. LA COST A OAKS ~ 1 NORTH Rl:CRl:ATION Cl:NTl::R I AP1n ~ c-r -~k* PLANNING .,.~ .... e. I DATE OWN BY: PROJECT NO. DRAWING NO. INITIAL CHKD BY, CITY APPROVAL RVWD BY: CT05-14 446-4M W.O. No. 2352-69 BIN, ~ ~ ~ ...J: J: r I .L. 3 ,:- ~ (>J - ~ ~ 1111111 S(CTION LEGEND [j] CONCRETE PAVING· SEE FINISH SCHEDUL, FOR COLOR AND FINISH (DE.PTH AND REINFORCEMEt-lT PER SOILS RE.PORT RECOMMENDATIOt-lS) m SEE SOILS REPORT FOR RECOMMENDATIONS m COMPACTED SUB-BAS!. -BY CONTRACTOR (SEE SOILS REPORT FOR RECOMMENDATIONS) (TI COMPACTED SUBGRADli • BY CONTRACTOR (SEE SOILS REPORT FOR RECOMMENDATIONS) ~ -_?-ON _NC_R_r;_r_r;_PA_V_I_N_G ____ _,0 SE:CTION LEGEND OJ ANY VERTICAL SURFACE SUCH AS BUILDING WALi, SITE WAU. CURB, PLANTER ETC. m )'o• RADIUS (TYPJ m CONCRETEPAVING-SEEFINISH SCHEDULE FOR COLOR & FINISH (DEPTH AND REINFORCEMENT PER SOILS REPORT RECOMMENDATIONS) III Y.-WIDE EXPANSION JOINT. USE "POI. VFRT '160 PFY OR EQUAL 11) COMPACTED SUB-BASE IF REQUIRED (SEE SOILS REPORT FOR RECOMMENDATIONS) @:) COMPACTED SUBGRADE (SEE SOILS REPORT FOR RECOMMENDATIONS) ________ r [;XP. JT. AT V[;RT. SURl=ACr; @ EXP-VER C, _NO_T_AS_S_IG_N_J;_D ______ CD 1 2 S(CTION (I] CONCRETEPAVING•SEEFINISH SCHEDULE FOR COLOR & FINISH (DEPTH AND REINFORCEMENT PER SOILS REPORT RECOMMENDATIONS) (Il Ya• RADIUS MAX. m HAND TOOLED SCORE JOINT -Y,• DEPTH (TI COMPACTED SUB-BASE· BY CONTRACTOR (SEE SOILS REPORT FOR RECOMMENDATIONS) 11) COMPACTED SUBGRADE -BY CONTRACTOR (S" SOILS REPORT FOR RECOMMENDATIONS) m SEE SOILS REPORT FOR RECOMMENDATIONS m S[CTION 2 4 <1 4 ·4 LEGEND (I] CONCRETE PAVING -SEE FINISH SCHEDULE FOR COLOR & FINISl-l (DEPTl-l AND REINFORCEMENT PER SOILS REPORT RECOMMENDATIONS) m Y.-RADIUS MAX. m SCORE JOINT· 33%0F CONCETE DEPTH (TI COMPACTED SUB-BASE-BY CONTRACTOR (SEE SOILS REPORT FOR RECOMMENDATIONS) 11) COMPACTED SUBGRADE -BY CONTRACTOR (SEE SOILS REPORT FOR RECOMMENDATIONS) @:) SEE SOILS REPORT FOR RECOMMENDATIONS -~-~-AN N_D_T_O_O_L_[;_D_S_C_O_R[;_J_O_I_NT __ ® SAW cu·r SCOR~ JOINT © --------c SCR-SAW 2 S(CTION 3 ill m LEGEND [j] CONCRETE PAVING-SEE FINISH SCHEDULE FOR COLOR & FINISH (DEPTH AND REINFORCEMENT PER SOILS REPORT RECOMMENDATIONS) m STEEL ROD W/ SLEEVE -S" SOILS REPORT FOR SIZE RECOMMENDATIONS m Ji,• RADIUS (TVPJ III FILL JOINT W/ JOINT SEALANT. SEALANT COLOR & COLOR FINISH TO BE APPROVED BY LANDSCAPE ARCH. PRIOR TO INSTALLATION @) )i,"WIDE EXPANSION JOINT-USE POLVFELT '160 PFl" OR EQUAL @:) COMPACTED SUB-BASE· BY CONTRACTOR II) COMPACTED SUBGRADE -BY CONTRACTOR 0 SEE SOILS REPORT fOR RECOMMENDATIONS S[CTION 'X'DEPTl-lOF CUT-OFF MEDIUM EXPANSION 18 INCHES HIGH EXPANSION 24INCHES VERY HIGl-l EXPANSIOM 30INCHES 'Z'MINIMUM 'Y'MINIMUM DEPTl-lOF THICKNESS OF PRESATURA TION SAND BACKFILL 14 INCi-JES 18 INCHES 201NCHES 241NCHES 26 INCHES 301NCHES LEGEND [j] FINISH GRADE m ¾'GRAVELW/GEOFABRICWRAP AROUND EXTERIOR @) POOLDECKCUT-OFFWALL& REINFORCEMENT· SEE STRUCTIJRAL DETAIL & SOILS REPORT FOR RECOMMENDATIONS III AREA OF SLOPED SUBGRADE & SUBDRAIN ffl/ SUBDRAIN BELOW POOL LINES-UTILITY/RETURN INLETS) PER SOILS ENGINEER 11) LINEOFOVEREXCAVATION (l'-6' MINIMUM) @:) POOLDECKPAVING II) SAND BACKFILL (S.E. ► 30) 0 EXPANSION JOINT III POOL COPING -SEE DH AIL J/ THIS SHEET [j§I GUNITE POOL WALL (ill 4' PERFORATED DRAIN. SCH. 40 PVC OR SOR 35 W/ GEOFABRIC WRAP @) ·z• DEPTl-l PER SOILS ENGINEER -150'!6 PRESTURATION -~~-EAP_A_N_s_1o_N_J_T_. w----=-1 s_r;_A_L_A_NT ___ 0 CONC. POOL CUT-Ol=t= WALL @ ----------IG CUT-OFF l'-6" S[CTION LEGEND [j] WATERLEVR m ½'RADIUS m EXPANSION JOINTW/ SEALANT-SEE DETAIL F/ THIS SHEET (TI POURED IN PLACli CONCRETE POOL COPING (SEE FINISH SCHEDULE) 11) GUNITE BOND BEAM WITl-l STEEL REINFORCEMENT BY POOL CONTRACTOR @:) INTEGRAL COLOR CONCRETE POOL DECK II) COMPACTED SUB-BASE· BY CONTRACTOR (SEE SOILS REPORT FOR RECOMMENDATIONS) 0 COMPACTED SUBGRADE • BV CONTRACTOR (SEE SOILS REPORT FOR RECOMMENDATIONS) III POOL PLASTER. COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT [j§I WATER LINE TILE SET IN MORTAR. W/ WATERPROOF MEMBRANE BEHIND Tlt.i;, TOP HORIZONTAL JOINT BETWEEN TILE AND COPING SHALL BE THIOKOL SEE DETAIL V THIS SHEET FOR TILE LAYOUT OIJ ~ -~-<:_N_C_R(;_T_(;_P_O_O_L_C_O_P_IN_G __ ---1Q) \\l)SCAP~ ~ it, .... ~~~~~-;\ ... INTt;GRATION t. iii.ii iii Dl:SIGN STUDIO LANDSCAPE ARCI-IITECTS 5411 Avenida [ncinas,Suile 270 Carlsbad, CA 92008.-4380 t 760.602.0144 f 7 60.602.0388 3 -+---t 1 HJ°-J--j-f"-! 2 [l[VATION/S[CTION P L A N 20Augo7 21 Jan 08 28Febo8 9Apro8 D A T Ii 1st Submittal S O N S 2nd Submittal 3rd Submittal 4th Submittal DATE LEGEND [I] SPLITFACE PILASTER BLOCK 16x8x16 • RCP COLOR • "EL RANCHO' (I] 8x6x16 SPUTFACE BLOCK (1 SIDE) • RCP COLOR • "EL RANCHO' m PRECAST PRECISION WALL AND PILASTER CAP -Cl-lAMFER CAP BY RCP, COLOR "MISSION", III COMPACTED SUBGRADE. PER STRUCT. SOILS REPORT 11) CONCRETE FOOTING-PER STRUCT. ENGINEER @:) FINISl-l GRADE NOTES. • VERT. & HORIZ REBAR· PER STRUCT. ENGINEER • SPLITFACE SIDE OF BLOCK TO SHOW ON OUTSIDE OF WALL INITIAL ENGINEER or WOR/ REVISION DESCRIPTION 1 2 4 4 m S(CTION APPROVE:D !=OR PLANTING AND IRRIGATION ONLY, INCLUDING PR~c1s, LOCATION oi: PLANTING ARtAS LEGEND [j] CONCRETE PAVING· SEE FINISH SCHEDULli FOR COLOR & FINISl-l (DEPTl-l AND REINFORCEMENT PER SOILS REPORT RECOMMENDATIONS) m STEEL ROD W/ SLEEVE • SEE SOILS REPORT FOR SIZE RECOMMENDATIONS m Yr RADIUS (TYP) m Yo• WIDE EXPANSION JOINT· USE 'POL VFELT •160 PF3' OR EQUAL m COMPACTEDSUB-BASG · BY CONTRACTOR (SEE SOILS REPORT FOR RECOMM!.NDA TIONS) @:) COMPACTED SUBGRADE · BY CONTRACTOR (SEE SOILS REPORT FOR RECOMME:NDATIONS) II) SEE SOILS REPORT FOR RECOMMENDATIONS -~p~-NTP_A_N_SI_O_N_J_O_IN_T _____ ® H -tt-ill LL ___ J-1----@ POST CONN(;CTION HANDRAIL S[CTION Cl NOT(;S, LEGEND (Ij ~•x¾' SQ. TUBULAR STEEL 1-lANDRAIL NECK m JJ'i•,¾• STEE:L STRAP HANDRAIL (MOLD ENDS PER DETAILJ OFFSET HANDRAIL 3½" FROM WALL BASE m 90% COMPACTED SUB-BASli (TI CONCRETE PAVING· S" PLAN FOR FINISH TVPli 11) CONCRETE STEPS· SEE PLAH @:) ~• SQUARE STEEL TUBULAR POST. C(NTEA ON TREAD, NOT TO EXCEED 3 STEPS II) 90% COMPACTED SUB-GRADE 0 STEEL COVER SHOE III 1-lANDRAIL CONNECTION. CORED, NOT TO EXCEED SHOE COVER DIMENSIONS I@ POR-llOCK OR EQUAL ill) T~" SQ. STEEL POST CAP • CONTRACTOR TO PROVIDE OWNE:R W/ SHOP DRAWINGS FOR APPROVAL • ALL WELDS SHALL BE GROUND SMOOTH s T t;: t;: L J-1 A N D RA I L • PAINT COLOR TO BE 1lLACKSMITlt • FRAZ6' •B776H ---------i@H HAN-ST3 7' o.c. r S[CTION l[G[ND (I] MODEL• RB-09-1-G RIBBON RACK m FINISH SURFACG @) INGROUND ANCHOR MOUNT m CONCRETE FOOTING 11) COMPACTED SUBGRADE BY CONTRACTOR NOTES, • RIBBON RACK AVAILABLE THROUGH BRANDIR INTERNATIONAL. INC. (212) 505-6500 BIK~ RACK (0 ---------.L BIK-RKl I SH;[T I CITY OF CARLSBAD ~ PLANNING DEPARTMENT 1 LANDSCAPli CONSTRUCTION DETAILS FORt LA COST A OAKS NORTH Rl:CRE::ATION CE::NTE::R APP,ROXi 11..-: • lf· ~L:t\: &;-'-\ .4lt, PLANNING DATE DWN BY, PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CflKD BY: CT05-14 446-4M OTHER APPROVAL CITY APPROVAL RVWD BY: I I ' I i I l. I .z: .c ~ I .r. 3 L-------------------------------------------------------:-:-:-:c-::-::--:-~--::-c.-~----c--:--,-----,--.--,-=-,..,----,---::---------------------------------------------------..l...,J Z,\2001 P RO J E CT S\06.004 La Co':lla Ook1 North\O,awing FilH\CD\CDETS.dwg\LC-5 (SH[£T 7)\18 U<II" 2008 5:41 PM b)': l<ori j -W.O. No. 2352~69 i Project.................................. 06.004 www.lNTi;:GRA TION-Di;:SIGN.,om BIN, illll - n 11 4' 11 11 11 • • 11 11 II ~. ______., FRONT i;:u;:v A TlON SlDt E:LE:VATION --• 14' LEGEND m LOW STONE RETAINING WALL-SEE DETAIL D/ THIS SHEET I]] INTEGRAL COLOR CONCRETE STEPS· STEEL SIZE & REINFORCEMENT BY CONTRACTOR SEE FINISH SCHEDULE FOR CONCRETE COLOR. (TI ADJACE:NT PAVING-S[E PLAN FOR TYPE m EXPANSION JOINT· SEE DETAIL D/ SI-IEET 7 I]) COMPACTED SUB BASE· BY CONTRACTOR (SEE SOILS REPORT FOR RECOMMENDATIONS) (]] COMPACTED SUBGRADE -BY CONTRACTOR (SEE SOILS REPORT FOR RECOMMENDATIONS) [TI FINISl-l GRADE m }• RADIUS @NOSE OF STEP m i'•i'SAWCUT SAFTEYGROOVES W/ HAND-PAINTED CONTRASTING STAIN COLOR (TO BE SELECTED BY LANDSCAPE ARCHITECll i!2J STEEL HANDRAIL-SEE DETAIL H/ SHEET 7 LENGTH VARIES-SEE PLAN NOTES. • ALL ELDORADO STONE AVAILABLE THROUGH LAUREN EMBLEM (760)-736-3232 • GROUT COLOR & STYLE TO MATCH ARCHITECTURE SE:CTION APPROVE:D ~OR PLANTING AND IRRIGATION ONLY, INCLUDING PR~CIS~ LOCATION 01= PLANTING AR~S Q) P.I.P. CONCRETE CAP· COLOR, SCOFIELD 'COACHELLA SAND'.• C-15. FINISH, TOPCASr "03 BY GRACE PRODUCTS. [1) CONCRETE STEPS -SEi.: DETAIL Bl Ti-1I5 SHEET m FINISH GRADE 8) STONE VENEER -TO BE ELDORADO STONE 'MANZANITA' CLIFFST0NE 11) CMU BLOCK CONSTRUCTION-SIZE & REINFORCEMENT PER CONTRACTOR III COMPACTED SU BGRADI. -BY CONTRACTOR (SEI. SOILS REPORT FOR RECOMMENDATIONS) 0 CONCRETE FOOTING· SIZE & REINFORCEMENT PER CONTRACTOR [[) COMPACTED SUB-BAS!.-BY CONTRACTOR (SEE SOILS REPORT FOR RECOMMENDATIONS) I <1 CTIO/ -~EO_NT _NC_R_t_T_t_ST_A_IR_S~-----=------------------1® -~?-LOWW_S_TO_N_~_R_t_T_A_IN_IN_G_W_AL_L ______________ ---1@ SE:CTION • :i -0 -,: PLAN 6 7 10 LE:GE:ND m DRINKING FOUNTAIN• HAWS MODEL •33800 I]] RIGID COPPER PIPE FROM BALL VALVE TO FOUNTAIN ASSEMBLY CONNECTION (TI COMPACTED SUBGRADE · SEE SOILS REPORT FOR RECOMMENDATIONS 8) FINISH SURFACE -SEE CONSTRUCTION PLANS I]) l/2-13UNC x 4' LONG ANCHORS -4REQUIRED (]] lY,• P.V.C. PIPE WITH SWEEP 90' ELL CONNECTION TO FOUNTAIN DRAIN III 9 ½"xl6' CONCRETE YARD BOX WITH HINGED LOCKING TOP m ¾• CRUSHED ROCK m 3' PERFORATED PLASTIC UNDERDRAIN PIPE i!2J BRICKFOUNDATION NOTE:S, • INSTALL FOUNTAIN SO THAT FOUNTAIN NOZZLE DONT FACE PREVAILING WIND. • Tl IE CONTRACTOR TO ALLOW FOR 12 WEEKS FOR DELIVERY. • INSTALL PER MANUFACTURER'S RECOMMENDATIONS. • ALL HARDWARE FOR INSTALLATION TO STAINLESS STEEL • HAND FORM A CONCRETE BOWL AT BOTTOM OF YARD BOX TO FACILITATE SAND CLE:AN OUT. • PERFORATED DRAIN PIPE AND TRENCH ARE TO DRAIN AWAY FROM FOUNTAIN ATl'lf. MIN. SLOPE. :0 PROHCT HAMli AMD Al>DRE!S ;,, E:LtVATION LEGEND [I) P.I.P. C0NCRHE CAP-COLOR, SCOFIELD 'COACHELLA SAND', "C-15. FINISH, 'TOPCASr "03 BY GRACE PRODUCTS m STONE VENEER -ELDORADO STON~ 'MANZANITA' CLIFFST0NE (TI FINISHGRADE 8) LOGO/ PROJECT NAME AND ADDRESS SIGNAGi.: • BY OTHERS 11) CMU BLOCK CONSTRUCTION -SIZE AND REINFORCEMENT BY CONTRACTOR III COMPACTED SUBGRADE -BY CONTRACTOR (SEE SOILS REPORT FOR RECOMMENDATIONS. StCTION III CONCRETE FOOTING. SIZE AND REINFORCEMENT BY CONTRACTOR [!) COMPACTED SUB-BASE· BY CONTACTOR (SEE SOILS Ra>ORT FOR RECOMMENDATIONS NOTES • All ELDORADO STONE AVAILABLE THROUGH , LAUREN EMBLEM (760)-736-3232 • GROUT-COLOR AND STYLE TO MATCH ARCHITECTURi; -~-~-R}_N_KI_N_G_r=_o_u_NT_A_IN _________________ ® STQN(;: f;NTRY SIGN • REQUIRESASEPARATEPERMIT ----------i@G WAL-SGN StCTION LEGEND m TURF I]] SHRUB/GROUND COVER m FINISH GRADE ill SUB-GRADE s_HDR~-HLo_v_r;_L_c_u_r_1-1_r;_A_o_r;R ____ ---<CD :0 6' SE:CTION LEGEND [I) CONCRETE MOW CURB [I) •3 REBAR CONTINUOUS • OVERLAP STEEL JOINTS 18' MINIMUM m Y,• RADII (TYPICAL) 8) FINISH GRADE NOTES. • SCORE JOINTS AT 5' 0.C. • EXPANSION JOINTS AT 20' 0.C • CONCRETE TO BE l..M. SCOFIELD 'COACHELLA SAND', "C-15. 6" CONCRr;Tr; MOW STRIP Q) --------J MCU-6IN NOT ASSIGN~D ® --------K \\l)SCAP !? 'Pi .., l..:1!!~~~~1 .... Project ................................... 06.004 INTl:GRATION G.i-.iiiii DtSIGN STUDIO LANDSCAPE ARCl-llTECTS 5411 Avenida Encinas, Suite 270 Carlsbad, CA 92008.4380 t 760.602.0144 f 7 60.602.0388 www.lNTE:GRATION-DE:SIGN.cam P L A N 20Augo7 Ri;VIS 21 Jan D8 28 f'.eb D8 9Apro8 D A T I; 1st Submittal 0 N S 2nd Submittal 3rd Submittal 4th Submittal DATE INITIAL ENGINEER OF WOR REVISION DESCRIPTION LENGTH VARIES· SEli PLAN • ELE:VATION SE:CTION LEGEND m P.I.P. CONCRETE CAP-COLOR, SCOFIELD 'COACHELLA SAND', •C-15. FINISH, TOPCASl' "03 BY GRACE PRODUCTS I]] STONE VENEER-ELDORADO STONE 'MANZANITA' CLIFFSTONE 11) FINISH GRAoi;: 8) CMU BLOCK CONSTRUCTION -SIZE & REINFORCEMENT BY CONTRACTOR 11) COMPACTED SUBGRADE-BY CONTRACTOR (SEE SOILS REPORT FOR RECOMMENDATIONS) III CONCRETE FOOTING -SIZE"' REINFORCEMENT BY CONTRACTOR [TI COMPACTED SUB-BASE -BY CONTRACTOR (SEE SOILS REPORT FOR RECOMMENDATIONS) NOTES. • ALL HDORADO STONE AVAILABLE THROUGH LAUREN EMBLEM (760)-736-3232 • GROUT COLOR & STYLE TO MATCH ARCHITECTURE ~ -!-SA?_N_r;_s_~A_T_W_A_LL _______ ® it) P--J SE:CTlON/E:L NOTES. [fl i" ' II ' E:VATION, I I I --. ,. I * 11~fflf ·--· ~ '"".,.. ~ I IT rr--i!.Llr '6 t.::. • ALL STEEL SHALL BE PRIMED & PAINTED PER SPECIFICATIONS · COLOR, FRAZEE •8776N, 'BLACK SMITH' • All WELDS TO BE GROUND SMOOTH. • FENCE CONTRACTOR SHALL SIT& VERIFY EXACT SIZE OF FENCE PRIOR TO FABRICATION. • CONTRACTOR SHALL PROVIDE SHOP DRAWINGS. • LOCATION OF FENCE SHALL BE APPROVED BY LAND. ARCHITECT PRIOR TO INSTALLATION 8' ,_ , ... 4• ·1 o.c. 2 3 I' i> V 4 LEGEND [I) 1½' SQ, TUBULAR STEEL FENCE RAIL • m 1½ SQ.TUBULARSTEELFENCEPOST m o/a' SQ. TUBULAR STEEL FENCE PICKET 8) FINISH SURFACi.: m CONCRETE FOOTING III COMPACTED SUBGRADE (SEE SOIL$ REPORT FOR RECOMMENDATION) T_FEN~-B1 B_U_L_A_R _ST_L_. P_O_O_L_l=_~_N_C_I N_G __ © I SH~ET I CITY OF CARLSBAD ~ PLANNING DEPARTMENT 1 LANDSCAPE CONSTRUCTION DETAILS FOil, LA COST A OAKS NORTH R!:CR!:ATION C!:NT!:R 'APµ[ l;ak>ir 5-'-l-•E>b I CT- PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: CT05-l4 446-4M OTHER APPROVAL CITY APPROVAL RVWD BY: ~ '-----------------------------------------------------------------------::,:-\2=oo=a--;?--;R:-O:--;-J::-E-::-C-;T-::;5\-::o:-._oo=,:-la-:C:-=-:-,.-:o:-:,._--::N.""',,""h\70,-•• -:-u1-,=n,'""',,,:-:cc::D\-::CO=E=Ts....,,d,'""',,,..,,c,,._-=-,-:c(S"'H=,ET::-:::8)\:-:1::-8-::M~---:-,o:-:-oa:-::-s;4""'1--:PccM"'.'"by.-. ..,._,....,rl---------------------------------------------------------...J i - W.O. No. 2352-69 , BIN, illll . 12' -- FRONT ELE;VATION £ l 1 RE:AR E;LE;VATION ,- >--------1 I I 51------h 7 I---+-< L __ _ PLANVIE;W RIG'"1T SIDE: E;LEVATION 12' LEFT SIDE: E;LE;VATION ----7 rr---------4 I ll-+--110 • SE;CTION LEGEND (TI FINISH GRADE II] STONE KJCKPLATE m 38' GRAND TURBO BUILT IN BARBECUE• MODEL•287003. CONTRACTOR TO VERIFY DIMENSIONS PRIOR TO CONSTRUCTION. AVAILABLE 11-IROUGH BARBECUES GALORE BUILDER'S DIVISION-KIM COHEN (9◄9)-6«.55U m INTEGRAL COLOR CONCRETE COUNTER TOP· COLOR TO BE SCOFIELD 'COACHELLA SAND', •C-15. POLISHED FINISH & SEALED. I]] ELDORADO STONE VENEER. 'MANZANITA CLIFFSTONE'. AVAILABLE 11-IROUGH LAUREN EMBLEM (760)-736-3232 m STONESEATWALL-SEE DETAIL H/SHEETLC-6 NOTES • ALL VERTICAL AND HORIZONTAL REBAR• BY CONTRACTOR. APPROVED FOR PLANTING AND IRRIGATION ONL V, INCLUDING PRECISE LOCATION OF PLANTING AREAS 'Z f-t-· biD-~ s III ELECTRICAL OUTLET. G.F.L-BY CONTRACTOR [!) STAINLESS STEEL BARBECUE ACCESS DOORS· TO MATCH BARBECUE. [II GAS SERVICE LINE W/ GAS SHUTOFF VALVE· PER LOCAL CODE BY PLUMBING CONTRACTOll. fj§I BARBECUE VENT· BY CONTRACTOR ill] CMU CONSTRUCTION -av CONTRACTOR. @ EXPANSION JOINT -SEE DETAIL D/ SHEET LC-5 !ill FINISH SURFACE -SEE PLANS J:OR PAVING TYPE. 1B) COMPACTEDSUBGRADE-BYCONTRACTOR (SEE SOILS RE:PORT FOR RECOMMENDATIONS) @) CONCRETE FOOTING· BY CONTRACTOR. -~f-ST:SR_B_t_C_U_t_-W_IT_~_S_T_O_N_t;:_V_tN_t_t_R ______________________________________ __,@ _NO_T_AS_S_IG_N_t_D ______ CD _NO_T _AS_S_IG_N_t_D ______ Q) _NO_T_AS_S_IG_N_t_D ______ ® \\l)SCAP !,! 'Pi .... ~~l,9!~~~ --t INTE;:GRATION ~iiiiii-D!;SIGN STUDIO LANDSCAPE ARCI-UTECTS 5411 Avenida Encinas,Suite 270 Carlsbad, CA 92008.4360 t 7 60.602.01-44 I 7 60.602.0388 Project.. ................................. 06.004 www.lNTE:GRA TION-DE:SIGN.,om P L A N 20Augo7 D A T E: 1st Submittal RE:VISIONS 21 Jan 08 28Febo8 9Apro8 2nd Submittal 3rd Submittal 4th Submittal DATE INITIAL ENGINEER OF WOR REVISION DESCRIPTION _NO_T_AS_S_IG_N_t_D ______ (D C[] ~ CITY OF CARLSBAD 9 PLANNING DEPARTMENT 1 LANDSCAPE CONSTRUCTION DH AILS FOR, LA COST A OAKS NORTH Rl:.CRl:.A TION Cl:.NTl:.R IAPP~~~v( ., --¼ .ee:, I 4:~ ~1..;,t PLANNING DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: CT05-14 446-4M OTHER APPROVAL CITY APPROVAL RVWD BY: -; lllll■lllill I I \ I I \ I I " CONTROLLER B: _ _ HS16 -DX2 -12 / DX FLOW/ HFS 125 / HSDX-RADIO KIT/ HSDX ANT -DISC I HS -MVKEY / HS -RSE. CONTROLLER TO BE CERTIFIED THROUGH HYDROSCAPE. l ..... .... " ..... .... .... '" .... ..... " .. LATERAL PIPE SIZING LEGEND SLEEVE SIZING LEGEND NO 1/2" PIPE PERMITTED ---+--- ---+------'!'---- ---~--- ---¼--- ---•--- RW POINT OF CONNECTION TO EXISTING IRRIGATION SYSTEM. WATER METER LOCATED AT STREET STATION 36+30. PLAN SET 429-7M INDICATES A STATIC WATER PRESSURE OF 39 PSI, BOOSTED TO 104 PSI WITH A BOOSTER PUMP OWBLOWOFFVALVE f------' 0 5 3/4" MINIMUM 1" 1-1/4" 1-1/2'' 2" 2-1/2" 3" .,., @:~ (2) 2" .,,, ·C!i (3) 2' -:\fr ----------(4) 2" ~-:1i.lil~ (2) 3' •-•I -t;ti (3) 3" -~-• !E> (4) 3' ALL SLEEVES TO BE MINIMUM 2X PIPE DIAMETER {2) 4' (3) 4' (4) 4" (5) 4' (1) 8" + (2) 4" (1) 8' + (3) 4' (1) 8" + (4) 4" REFER TO IRRIGATION LEGEND FOR SPECIFICATION. REFER TO PIPES UNDER PAVING DETAIL FOR BURIAL DEPTH REQUIREMENT. ' l.6f.1~1-WlJ!.~ ~ fL.oW ~ei.!Sotz.-~a.e. - 1o C..0~l,.lff-lf,c.1 . . MATCI-ILIN~ -S~~ S1-l~~T Ll-2 -----·- 'J,.,;.:~~"·l · 0 10 20 ~SCAP !i a01~~1,· ... ~::::1b~ ... OF C/>.\.I INTEGRATION ~~-DESIGN STUDIO LANDSCAPE;; ARCl-llTJ;;;CTS 5411 Avenida E:ncinas, Suite 270 Carlsbad, CA 92008.,4380 t 760.602.0144 f 760.602.0388 www.1NT!;:GRA TION-0!;:SIGN.ccm • 'I ' , ·1' I '\ . . i,f._ · . .-. '/ •\ ·; Y)Y) . ·,, , .,_ :___ 1/;:-~--- P L A N 20Au_go7 D A T E :ut Submittal R!;VISIONS 21 Jan 08 28 l=ebo8 09 AprTTo8 2nd Submittal 5rd Subrr.ltta! 4th Submittal ~-< STREET LIGHT CONTRACTOR TO SLEEVE ALL RECYLCED ----1 WATER LINES THAT CROSS DOMESTIC MAINLINE. MAINTAIN 10' SEPARATION ON BOTH SIDES OF MAINLINE. DOMESTIC WATER METER FOR --..__-I BLDG AND IRRIGATION AT POOL DECKONLY. STREETSTATION 38+09, 110 PSI STATIC PRESSURE SEE SHEETS 15 THRU 16 FOR IRRIGATION LEGENDS SEE SHEETS 17 THRU 18 FOR IRRIGATION DETAILS APPROVED ~OR PLANTING AND IRRIGATION ONLY, INCLUDING PRE;C1si;; LOCATION 0~ PLANTING ARE:AS EXTRA WIRE NOTE TWO (2) CONTINUOUS, EXTRA WIRES SHALL BE PROVIDED FOR EACH MAINLINE DIRECTION. ALL EXTRA WIRES SHALL BE LOOPED IN EACH VALVE BOX WITH 24" COIL. TERMINATE IN THE LAST VALVE BOX. BUNDLE ALL EXTRA WIRES IN CONTROLLER. ALL EXTRA WIRE SHALL BE ORANGE IN COLOR. SLEEVING NOTES • IRRIGATION PIPE AND LOW VOLTAGE CONTROL VALVE WIRE SHALL BE SLEEVED UNDER PAVING • SLEEVES TO BE MINIMUM TWICE THE DIAMETER OF THE PIPE SLEEVED. • PRESSURE MAINLINE SLEEVES SHALL BE ACCOMPANIED WITH A MINIMUM 2" WIRE SLEEVE. • SLEEVES TO EXTEND MINIMUM 12" BEYOND PAVING. • PROTECT ALL SLEEVE ENDS TO PROHIBIT SOIL FROM ENTERING THE SLEEVE. • IRRIGATION CONTRACTOR TO COORDINATE SLEEVING WITH THE HARDSCAPE CONTRACTOR PRIOR TO INSTALLATION OF ANY HARDSCAPE. • REFER TO LEGEND FOR SLEEVE SPECIFICATION AND PLAN FOR SLEEVE SIZE !,IAT_RIX EQUIPMENT LOCATION NOTES --. ~~ ~ - ALL PJPING, ABOVE GROUND EQUIPMENT, AND A~VALVE BOXES SHALL BE LOCATED IN PLANTING AREAS. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE OR IN TURF AREAS WITHOUT PERMISSION FROM THE IRRIGATION CONSUL TANT. GROUP ALL VALVE BOXES AND LOCATE IN SHRUB AREAS ONLY. CONTRACTOR WILL BE RESPONSIBLE TO RE-LOCATE VALVE BOXES INSTALLED IN TURF AREAS AT NO COST TO THE OWNER SEE SHEETS 0 LC-4, Ll-4, LTP-4, & LSP-4 ° LC-2, Ll-2, L TP-2, & LSP-2 SEESHEITS LC-1, ll-1, L TP-1, & LSP-1 KEYMAP SEE SHEETS LC-3, Ll-3, L TP-~ & LSP-3 1/ N.T,S J_ "AS BUILT" lA,~~~Q . LARRY=~ EE HAN R.L.A. 3180 EXP. 31 Dec 07 DATE SEE SHEETS 19 THRU 20 FOR IRRIGATION SPECJFICA TIONS REVIEWED BY: 11-,J.,,( 4c-~Wft: INSPECTOR DATE t-----t----t--------------+--+---+---+-----1 C[] CITYPLA~N~G £/j;M~~ BAD ~ ~ t-----+--+---------------+----+--f----+----i LANDSCAPE IRRIGATION PLANS FOR, LA COST A OAKS NORTH RECREATION CENTER l----t----+--------------if------l---+---+----11 APPROVED ~..e' 6t-~\.c1\- PLANNING t-----+--+---------------+-----+-~1---+----1 CATE INITIAL ENGIMEER or WOR REVISION DESCRIPTION DATE IMITIAL CATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY, PROJECT NO, CHKO BY, CTOS-14 RVWD BY, DRAWING NO, 446-4M r- 1 . Projecl ............................... ". 06~004 -L-------------------------------------------~-------~--------...-:;-:-:;:--'.:-;-:-:-;---::---;:-:--;-;--::-.-:;,-:-;:-::""7-::::-;---;:-:---;:-:--;--:-;--:-:-7.::,-:---=-:-:-:--:::-'.:---:--:-::-----,--------~~-------~-----------------------------"....J W;\!Pr11jed,,\lnte'ilroJtion De:.l'iJn\Lo Co,,fo OClk:-2 Rv,;\WC-lo Co:.t1;1 O;ik:. lrr.dw',1\Li-1\9° Apr 200!3 9:14 AM by; Oan Tartha W.O. No. 2352-69 '-IIIN. \ \ LATERAL PIPE SIZING LEGEND NO 1/2" PIPE PERMITTED -314" MLNJ.MUM + 1' + 1-1/4" T 1-1/2' + 2" ~ 2-1/2" .. 3• EXTRA WIRE NOTE TWO (2) CONTINUOUS, EXTRA WIRES SHALL BE PROVIDED FOR EACH MAINLINE DIRECTION ALL EXTRA WIRES SHALL BE LOOPED IN EACH VALVE BOX WITH24' COIL. TERMINATE IN THE LAST VALVE BOX. BUNDLE ALL EXTRA WIRES IN CONTROLLER. ALL EXTRA WIRE SHALL BE ORANGE IN COLOR. • • • • • • • SLEEVING NOTES IRRIGATION PIPE AND LOW VOLTAGE CONTROL VAL VE WIRE SHALL BE SLEEVED UNDER PAVING. SLEEVES TO BE MINIMUM TWICE THE DIAMETER OF THE PIPE SLEEVED. PRESSURE MAINLINE SLEEVES SHALL BE ACCOMPANIED WITH A MINIMUM 2" WIRE SLEEVI:. SLEEVES TO EXTEND MINIMUM 12" BEYOND PAVING. PROTECT ALL SLEEVE ENDS TO PROHIBIT SOIL FROM ENTERING THE SLEEVE. IRRIGATION CONTRACTOR TO COORDINATE SLEEVING WITH THE · HARDSCAPE CONTRACTOR PRIOR TO INSTALLATION OF ANY · HARDS CAPE. . REFER TO LEGEND FOR SLEEVE SPECIFICATION AND PLAN FOR SLEEVE SIZE MA TRIX EQUIPMENT LOCATION NOTES ALL PIPING, ABOVE GROUND EQUIPMENT, AND ANY VAL VE BOXES SHALL BE LOCATED IN PLANTING AREAS. NO IRRJGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE OR IN TURF AREAS WITHOUT PERMISSION FROM THE IRRIGATION CONSULTANT. GROUP ALL VAL VE BOXES AND LOCATE IN SHRUB AREAS ONLY. CONTRACTOR WILL BE RESPONSIBLE TO RE-LOCATE VALVE BOXES INSTALLED IN TURF AREAS AT NO COST TO THE OWNER SLEEVE SIZING LEGEND @I tl'.> (2) 2" • --•Iii (3) 2" • <;;,@ ..,,,,,-(4) 2" -""4v·"-'"' (2) 3' •······~-~ (3)3" *'" ➔£> -, (4) 3' -"••"-(2)4" •··' Q) ., .,. (3)4' .,.,. Q> (4) 4" w;;;;,,.,,,,,,;®,_,,_ ... .,,.,., __ "_ (5)411 *"''"'~··-(1) 8" • (2) 4' -· <!!I ' ·· (1) 8' + (3) 4" M• , •!ii (1)8"+(4)4" ALL SLEEVES TO BE MINIMUM 2X PIPE DIAMETER REFER TO IRRIGATION LEGEND FOR SPECIFICATION. REFER TO PIPES UNDER PAVING DETAIL FOR BURIAL DEPTH REQUIREMENT. - . \ \ \ \ \ ' ' ' \ \ \ ' ' ' ' ' \ ' ' ' ' ' ' ' ' ""\, ' . ' ' ' ' ' ' ' ' • ' ' ' ' ' ' ' ,, ' ' • ' ' ' ' ' ' ' ' ' ' • • • ' ' ' ' ' ~--....... ' . ,. ' ',,~ '• ' ' " -, • ' . - ,'/:~::~::~:\~ ,1/ ~ : ' , I ' ' ' ' ' • ' • ' ' ' • ' • ' ' ' ' ' ' ' ' ' ' ' ' ' • • ' ,, ' • \ ' ' ' ' ' ' I I I I I ' ' ' \ .... .... ' ' ' I ' I I I I \ 0 5 10 , • I 20 t,.,U,SCAP 1/" Jc ✓ -l: - > \, -, '-: ~ \ -_,,./ ~\ :..\ \ Q\ -('\ ~ 0 -q:_ \ ' ' ' ' ' ' ' ' ,,.., \ ~ .... '1 ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ij \ " I ' ' ' ' ~-" \, INTl:GRATION /J (<' -0 ~ E3E DESIGN STUDIO ... ... IIQ alllre 31 ec 09 ew I d LANDSCAPE ARCl-llTfCTS 5411 Avenida l;:nclnas, Suite 270 Carlsbad, CA 92008.4380 P L A N 20Augo7 D A T E 1st Submittal REVISIONS .. I POOL l r?N~~ "---Ill···· R TIROOM FA~IL -:,, .. .. , APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AR~S SEE SHEETS LC-2, Ll-2, LTP-2, & LSP-2 SEE SHEETS LC-1, Ll-1, LTP-1,& LSP-1 KEY MAP SEE SHEETS LC-3, Ll-3, L TP-3, & LSP-3 1/ N.T.S l1 11 -" ~k ' "' 3' " _· -- +,j,j::..,.._ / 1-t-;... _-_-_-_-_-_-'L _-_-__ -_-_-_7-Jw ,t,;' 1 /7 I . 1/ . ,1·).t~': .' /J //..Q,' I \ I ,I I /I /I/ /) //ft) :_: J -// I/ I~ , I / , ~ ~, I,, I II '/ I . ~ ,~ I// / / ,,.,,,.,, ,,.. ~, I~ I I 1 // / /// I /: ( / /, // // ~~, - / I I / ;/,· / / / // , / ,:_~-/ / . ~., ' .· / , 11/ / ,, -14,'!.:/ . } , ·Vt~111 -• ~. ·;1:.1 /J7 / --· V \. ~-s / -------7· ' ,,,,, . ... / \ I \ \ /.,,. - ., _l "AS BUILT" -, ( qg_C) .. ,1-.oe.O, S~ SHEETS IS THRU 16 FOR IRRIGATION LEGENDS LARRY Sf EHAN R.L.A. 3180 DATE EXP. 31 Dec 07 SEE SHEm 17 THR.U 18 FOR IRRIGATION DETAILS SE!; SHEETS 19 THRU 20 FOR IRRIGATION SPECIFICATIONS REVIEWED BY: 11 ... .e ( C:r-~t-~J-, ., '• c_, •• ---. .. .,.._ . ,, ..... _~•-· ~,,, l'f;H--"'\ ---,; INSPECTOR OAT[ [ju CITY OF L¥:J CARLSBAD 2 PLANNING DEPARTMENT 1 LANDSCAP~ IRRIGATION PLANS FOR, LA COST A OAKS ..c 21 Jan oa 2nd Submittal 1' J: 28 l=eb 08 !"rd Submittal '1' 4F' NORTH Rl:CRl:ATION Cl:NTER 11 .. :k; l t:r-a~ lZ-•H OF C~I.\~ 09 April oa ,4th Submittal t~« d~~ , 160.602.&88 --1 e ..,_ r I APPROVED ~El PLANNING -- Project ............... ".................. 06.004 -DWN BY: PROJECT NO. DRAWING NO. OATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ENGINEER or WORk REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAi. RVWD BY: CTOS-14 446-4M •~-INTJ:;:GRATION-DE~N.com ~ : Q ~ t '----------------------------'---------------~-------------------,--------------=w7::\1Pr;:-,-:-J!a!.;;7"b\:71,7",••-co;:-licn-:O;:-,,-:-ign7:\L-,-:-C,-:,t,-:O:-=:,k,--:2--:R,-:,\":::WC;:--Lc:-'.'.'C~-,-to-Oo::-k-,-:-lrr.-:d•-:,\-:-U_"-::,\":"9-:-,;-:,2-:-00C':'8":"9,-:-14-:"'1-:b-:y,--:o,,-,7T"'1,::-h-,---,------------------------------------------------.:.--..JJ 1 • ti_ W.O. No. 2352-69 1 ~ ~•-.-." " J -. "" ---,- LATERAL PIPE SIZING LEGEND NO 112" PIPE PERMITTED ~ 314" MINIMUM +-1" .. 1-1/4" ~ 1-1/2" ~ 2' ¼ 2-1/2" .. 3' ----- SLEEVE SIZING LEGEND ---·---~,-,,"""""' .!.,,i,,~~~~:~~!·-ffl![.,:~ -~clfffl!l.tl!l!Ml~"lll!W (2) 2' (3) 2'' (4) 2" (2) 3" (3) 3' (4) 3' -,i~c~!~ ~@•il!iff,1f;liilillli-' ~1\llill:1ir-l!l!!Hlr e11snw«g.· .. ,M.14.iiffii> ALL SLEEVES TO BE MINIMUM 2X PIPE DIAMETER (2) 4' (3) 4" (4) 4" (5) 4" (1) 8' + (2) 4' (1) 8' + (3) 4' (1) 8" + (4) 4' REFER_TO IRRIGATION LEGEND FOR SPECIFICATION. REFER TO PIPES UNDER PAVING DETAIL FOR BURIAL DEPTH REQUIREMENT. EQUIPMENT LOCATION NOTES ALL PIPING, ABOVE GROUND EQUIPMENT, AND mYVALVE BOXES SHALL BE LOCATED IN PLANTING AREAS. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE OR IN TURF AREAS WITHOUT ~ PERMISSION FROM THE IRRIGATION CONSUL TANT. GROUP ALL VALVE BOXES AND LOCATE IN SHRUB AREAS ONLY. CONTRACTOR WILL BE RESPONSIBLE TO RE-LOCATE VALVE BOXES INSTALLED IN TURF AREAS AT NO COST TO THE OWNER. EXTRA WIRE NOTE TWO (2) CONTINUOUS, EXTRA WIRES SHALL BE PROVIDED FOR EACH MAJNLINE DIRECTION. ALL EXTRA WIRES SHALL BE LOOPED IN EACH VALVE BOX WITH 24' COIL. TERMINATE IN THE LAST VALVE BOX. BUNDLE ALL EXTRA WIRES IN CONTROLLER. ALL EXTRA WIRE SHALL BE ORANGE IN COLOR. 0 5 10 • • • • • • • SLEEVING NOTES IRRIGATION PIPE AND LOW VOLTAGE CONTROL VAL VE WIRE SHALL BE SLEEVED UNDER PAVING. SLEEVES TO BE MINIMUM TWICE THE DIAMETER OF THE PIPE SLEEV_ED. PRESSURE MAINLINE SLEEVES SHALL BE ACCOMPANIED WITH A M)NIMUM 2" WIRE SLEEVE. SLl;EVES TO l;XTl;ND MINIMUM 12" BEYOND PAVING . PROTECT ALL SLEEVE ENDS TO PROHIBIT SOIL FROM ENTERING THE SLEEVE. IRRIGATION CONTRACTOR TO COORDINATE SLEEVING WITH THE HARDSCAPE CONTRACTOR PRIOR TO INSTALLATION OF ANY ------. -- HARDSCAPE. REFER TO LEGEND FOR.SLEEVE SPECIFICATION AND PLAN FOR SLEEVE SIZE MATRIX / =;:71---~/- I I I /// ,../_,,,.1" ....,..~_/ ; ) / I I ,/ I I . / .. . / ./ / ~OSCAPE INTtGRATION ehan, 4o ~ -N% 1, ... -=.;...--!1h--l>~_ ... n t ~ re 20 Project................................... 06.004 ~~-DESIGN STUDIO LANDSCAPE;: ARCl-llTlaCTS 5411 Avenida Encinas, Suile 270 'Carlmad, CA 92008,4380 t 760.602,0144 ' f 760.602.0388 WW)'/.INn:GRA Tl ON-DE.SIGN.com \ At.-ttJ \ ktrzo .::: 33. P L A N 20Augo7 ............. ' I ' I I I I ' I ' 1 . \ ' \ \ • D A T E 1st Submittal REVISIONS 21 Jan OB 26 F,bo6 09 Aprilo8 and Submittal !rd Submittal 4th SYbmittal ' ' , , I I I I I I ' / \ ' ' I ' -----f-- i I ', ·,:,~,, \ -I I t ! I : APPROVE:□ FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS ------ 1 I::. <, ... :z.,_,, -"'--2~"'' -,,.. __ ~ ·--'. ,1~1 , • ' '. \ \ \ \ \ \ \\ \ ,,_~ __ ::,c-::::->-----//_// ___ ____, _/ ---------------__,/-I t' ',~ ,_, i' ct Ii l-·· o · :1 ., Is _fh=\=!l _/' .,,,,.,/,//. --------_/ ,,,..«--' z; -...-----_,, .,,, /J, - ; ! ,· 1/j --1--f-f ~ i ,,_ ! I 'I ' --1 / __ -, ,~ I I . - - I I \ j j , I I \\,,-.j·/' ' I '. -,,( I ' ,, --------"' •, 11::c _ __.,o-, ,, \)/j/ . ' . I J I ... , 1 I "' , ---.· I L ~/ -1-' '<,.' I -> J __.--;/ ------>< ----~;:::-...:.~~/J .. ~/-:" ---~-- S~SHE:E'TS LC-4, Ll-4. LTP-4, & LSP-4 j , SEE SH'E:ETS LC-2, Ll-2, LTP-2, & l.SP-2 ----- i t-- SEE SHEETS LC-1, Ll-1, LTP-1,~ LSP-1 K~VMAP SEE SHEETS LC-5, Ll-5, LTP-3. & LSP-3 N.T.S SEE SHEETS 15 TMRU 16 FOR IRRIGATION LEGENDS . IEE SHEETS 17 TMRU 18 FOR IRRIGATION DETAILS "AS BUILT" v,. l~.o LARRY S EEHAN ° R.L.A. 5180 EXP. 51 Dec 07 IEE SHEETS 19 TMRU 20 FOR IRRIGATION SPECIFICATIONS INSPECTOR DATE t------;----;-------------+--t---t---t-----1 ~ CITYPLA~N~G £!R~M~~BAD ~ ~ LANOSCAPE: IRRIGATION PLANS FOR, LA COST A OAKS NORTH Ri;:cRi;:ATION ci;:NTE:R l---+-----+-----------+---+--+---+-----11 APPROVED ti.a { l::r-• £:U..4= PLANNING l------<---+-----------------<>----+--+-----+-------1 DRAWING NQ, CATE INITIAL 446-4M · n OWN BY: PROJECT NO. DATE INITIAL CATE INITIAL CHKD BY: CT05-14 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: _EN_.,_Nw __ or_w___. ______ ~ _______ ......__~------'-----......__ _________________ '--'...,. , ~ .._-------~--------------------------=-------,---------------------------------------------------------------------------------------------=-----------..J ----------. -~ r W,\IP~joc_!~\lol•g~tioo O.,i90\L, C,.t, O,k,2 Rec\W£,;.\-<' C~l, Ook, lcc.dwg\Ll-,\9 Ap, 2008 ~'!! AM by• Doo T~lh, ;;i; No~~~52-6~ l --~ ·• ----~·" ""U•' ..,,.,.._. ; ... " ,. •---' ------------~-+- I I L I I I I I I I I I I I I I I I / / / / I / / ( I / / / / / / / / I I I I I I I ,, If ,, I.I.:--_!._ MATCHLIN~ -S~~ SH~~T Ll-3 / / / -------------------- \_\\<'~I;}.. --- RO~ ~ - --------------~ ..... ~ '~ ..........__... ..... ---------..... "----..... ..... ---------'----........_ ..... ..... ------/ -------.......... ·. ~ . I -._./ l--"· -" ----------~----------------------/ / / --- / / 0 I 0 5 10 ------ ------o~~ --- ' ,s ___ _, v JI~ -----, . -- ~>«' , , , • 0 EQUIPMENT LOCATION NOTES ALL PIPING, ABOVE GROUND EQUIPMENT, AND ANY VALVE BOXES SHALL BE LOCATED IN PLANTING AREAS. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE OR IN TURF AREAS WITHOUT PERMISSION FROM THE IRRIGATION CONSULTANT. GROUP ALL VALVE BOXES AND LOCATE IN SHRUB AREAS ONLY. CONTRACTOR WILL BE RESPONSIBLE TO RE-LOCATE VALVE BOXES INSTALLED IN TURF AREAS AT NO COST TO THE OWNER. • 0 ----.......... • EXTRA WIRE NOTE ----.......... TWO (2) CONTINUOUS, EXTRA WIRES SHALL BE PROVIDED FOR EACH MAINLINE DIRECTION. ALL EXTRA WIRES SHALL BE LOOPED IN EACH VALVE BOX WITH 24"COIL. TERMINATE IN THE LAST VALVE BOX. BUNDLE ALL EXTRA WIRES IN CONTROLLER. ALL EXTRA WIRE SHALL BE ORANGE IN COLOR. • • • • • • • SLEEVING NOTES IRRIGATION PIPE AND LOW VOLTAGE CONTROL VALVE WIRE SHALL BE SLEEVED UNDER PAVING. SLEEVES TO BE MINIMUM TWICE THE DIAMETER OF THE PIPE SLEEVED. PRESSURE MAINLINE SLEEVES SHALL BE ACCOMPANIED WITH A MINIMUM 2' WIRE SLEEVE. SLEEVES TO EXTEND MINIMUM 12' BEYOND PAVING. PROTECT ALL SLEEVE ENDS TO PROHIBIT SOIL FROM ENTERING THE SLEEVE. IRRIGATION CONTRACTOR TO COORDINATE SLEEVING WITH THE HARDSCAPE CONTRACTOR PRIOR TO INSTALLATION OF ANY HARDSCAPE. REFER TO LEGEND FOR SLEEVE SPECIFICATION AND PLAN FOR SLEEVE SIZE MA TRIX ~SCAP INTtGRATION p L A N D A T E: ~ .... -20Augo7 1st Submittal 0 ~ DE;SIGN STUDIO -..., .... LANDSCAP£ ARCHIT£CTS R E: V I s I 0 N s * 5411 Avenida £ncina~. Suite 270 21 Jan 08 2nd Submittal r--------·---- Carlsbad, CA 92008.4380 28 f'eb 08 3rd Submittal ~ OF C-'\.1 09Aprilo8 4th Submittal l 760.602.0144 f 7 60.602.0386 DATE r- LATERAL PIPE SIZING LEGEND NO 112" PIPE PERMITTED 314' MINIMUM + 1' ... 1-114' ,:. 1-112" ~ 2" ~ 2-112' .. 3' SLEEVE SIZING LEGEND ' ~ (2) 2' TT !!ii (2) 4' (3) 2' r @ 111!1Henl (3) 4' @ illlll ■ (4) 2' t/lf I (4) 4' Iii® -(2) 3• (5) 4' (3) 3' IBll!lilll 9'i (1) 8' t (2) 4' rm @ (4) 3' Q; I g ,wee (1) a· + (3) 4' ,:w ri® •·1• (1) a·+ (4) 4• ALL SLEEVES TO BE MINIMUM 2X PIPE DIAMETER REFER TO IRRIGATION LEGEND FOR SPECIFICATION. REFER TO PIPES UNDER PAVING DETAIL FOR BURIAL DEPTH REQUIREMENT. Sf;E SHfETS 15 THRU 16 FOR IRRIGATION LEGENDS SEE SHB::TS 17 THRU 16 FOR IRRIGATION DETAILS SEE SHfETS 19 THRU 20 FOR IRRIGATION SPECIFICATIONS INITIAL DATE INITIAL DATE INITIAL 20 Project ................................... 06.004 www.lNTEGRA TION-D!aSIGN.,om REVISION DESCRIPTION ENGINEER or WOR/ OTHER APPROVAL CITY APPROVAL APPROVtD !=OR PLANTING AND IRRIGATION ONLY, INCLUDING PR!;CIS!; LOCATION OJ: PLANTING AR!;AS SEJ, SHEETS LC-4, Ll-4, LTP•4, & LSP·4 o " LC-2, Ll-2, L TP-2, & LSP-2 SfESl~fETS LC 1, LJ-1, LTP-1, & LSP-1 K!;:VMAP SfESHffTS LC-3, Ll-3, LTP-3, & LSP-3 1/ N.T.S "AS BUILT" LARRY .SHEEHAN R.l.A. 3180 EXP. 31 Dec 07 DATE REVIEWED BY: -~ INSPECTOR DATE ~ CITY OF CARLSBAD ~ 4 PLANNING DEPARTMENT 1 LANDSCAPE IRRIGATION PLANS FORt LA COST A OAKS NORTH Rl:CRl:ATION CE::NTl:R I Arr;;_oJ~( (r, ~k-1): PLANNING ,;.q ... b I DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY1 CT05-14 446-4M RVWD BY: I -t. ..c: ~ ' -C. 3 I L__-----------------;---~~~~~~~;;----------------;~~~ W\IPcoj,cl,\lat,,,otion De,lgn\to Co,lo Ook,2 Roo\\YC-Lo Co,lo Ock, to.dwo\LI-<\O Ap, 200, 9,15 AM Sy, Don Tutth, :i; No. 2352 -69 ! 111111 GENERAL IRRIGATION NOTES 1. ALL MAIN LINE AND LATERAL LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAIN AND LATERAL LINE SLEEVES SHALL BE A MINIMUM OF TWICE (2X) THE DIAMETER OF TI-IE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING. 2. PIPE SIZES SHALL CONFORM TO TI-IOSE SHOWN ON TI-IE DRAWING. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED ANO REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION. 3. INSTALL ALL PIPING BETWEEN TI-IE POINT OF CONNECTION ANO THE BASKET STRAINER OR THE RP, BACKFLOW PREVENT OR AS PER LOCAL CODES. 4. FINAL LOCATION OF THE AUTOMATIC CONTROLLER ANO BASKET STRAINER OR THE R.P. BACKFLOW SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSUL TANT PRIOR TO INSTALi.A TION. 5. 117 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM TI-IE ELECTRICAL SOURCE TO THE CONTROLLER. PER LOCAL ELECTRICAL CODES. 6. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. 7. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS ANO VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. 8. THE IRRIGATION DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. 9. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO BECOME FAMILIAR WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. TI-IE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY THEIR WORK. WORK SHALL BE COORDINATED WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES TI-IROUGH WALLS, UNDER ROADWAYS, AND PAVING, ETC. 10. THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERA TING PRESSURE AS SHOWN ON TI-IE PLANS. CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT TI-IE ACTUAL PRESSURE READING AT TI-IE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO ST ART OF WORK. 11. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN THE AREA EXIST THAT ARE NOT SHOWN ON THE PLANS. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF TI-IE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT TI-IIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 12. ALL SPRINKLER EQUIPMENT NOT DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS ANO SPECIFICATIONS. 13. THE IRRIGATION CONTRACTOR SHALL INSTALL KBI SERIES ANTI DRAIN VALVES ON ALL HEADS IN AREAS WHERE FINISH GRADE EXCEEDS 4:1, WHERE POST VALVE SHUT-OFF DRAINING OF TI-IE IRRIGATION SYSTEM OCCURS OR AS DIRECTED BY TI-IE OWNER'S AUTHORIZED REPRESENTATIVE. 14. THE CONTRACTOR SHALL PROVIDE PRESSURE COMPENSATION SCREENS (PCSI AS NECESSARY TO ELIMINATE OVERSPRA Y ONTO STREETS, WALKS OR OTHER AREAS AS DIRECTED BY THE OWNER'S AUTI-IORIZEO REPRESENTATIVE. 15. POP UP SHRUB HEADS SHALL BE USED IN THE RIGHT-OF-WAY AND WHEREVER WITHIN 10' OF ANY HARDSCAPE, TURF OR OTHER AREA WHERE PEDESTRIAN TRAFFIC MAY OCCUR 16. MAINLINE SHALL BE LOCATED OUTSIDE OF THE PUBLIC RIGHT-OF-WAY. WATER USAGE ESTIMATION AB-325 IRRIGATION PRESSURE CALCULATION TABLE WATER METER· 2 • CONTROLLER B CATEGORY UNITS 1URF SHRUB SLOPE TURF ROTR YEARLY ETo • Inches/ Yea-55.10 55.10 55.10 55.10 TOTAL AREA OF HYDROZONE Square Feet 1,677 3,45& 1,739 PERCENT AREA USE 24¾ 50¾ 25¾ YEARLY AVG PLANT FACTOR (PF) 0.81 0.40 0.40 ESTIMATED EFFICIENCY (IE) Percentaae 0.65 0.65 0.65 0.70 HCF / Yea-95 97 49 ESTIMATED WATER USAGE (EWJ) Gallons/ Yea-71,392 72,655 36,559 Ac Ft /Yea-022 0.22 0.11 HCF / Yea-241 TOTAL USAGE FOR ALL LANDSCAPE Gallons I Yea-180,605 Ac Ft/ Yea-0.554 HCF / Yea-251 MAXIMLM WATER ALLOWANCE Gallons I Yea-187,809 Ac Ft /Yea-0.5a FORMULAS TOTAL LANDSCAPE AREA MAWA = AREA x Eto x .80 x .82 6,872 SQ FT. EWU = AREA x Eto x PF x .621 IE 0.15 ACRES •YEARLY ETO DERIVED FROM CIMIS ZONE MAP · AREA 9 Water Meter No. Hydraullc Grad! ant Elevation of Meter Static Pressure Source of Information Phone Number 2 Siza 1.5" 700.0' 446.0' 110.0 psi Tested in field Debbie Vallecik>s Water District 760-744-0460 &'1512003 Date of Information Basia for Calculatlon longest Run/Highest Elevation/Highest Flov Remote Control Valve B-1 Size 1.00 Demand 21 GPM Elevation of highest head 457.0' QTY. SIZE ITEM PSI LOSS 45' 1.50' Service Line Copper 0.90 1 1.50' Water Meter 1.20 1 1.50' RP Backffow w/ Strainer 15.00 1 1.50' Ball Valves 0.50 1 1.25' Master Valve 2.00 1 1.25' Flow Sensor 1.50 210' 1.50' Mainline PVC 2.48 60' 2.00' Mainline PVC 0.23 Mainline PVC 1.00' Automafic Control Valve 1.50 AVG. Lafera Line Loss 4.00 Fitfings Loss (10%) 2.84 Elevation Change 4.8 Tatel System Losses 36psi Pressure Required ID operalll head 30psl Pressure Required v.1thout Residual 6& psi Static Pressure al Water Meter 11D psi Residual Pressure 44 psi Set Pressure regulator to 73 psi SYMBOL ~ ►◄ • @ ® IZI • CD N ------- IRRIGATION EQUIPMENT LEGEND ITEM· MANUFACTURER· MODEL NUMBER· DESCRIPTION WATER METER EXISTING DOMESTIC WATER METER TO SERVICE BUILDING. CONTRACTOR TO TIE INTO SERVICE LINE WHERE SHOWN. VERIFY STATIC WATER PRESSURE ANO REPORT TO IRRIGATION CONSULTANT PRIOR TO START OF WORK. BALL VALVE REGULATOR RPBACKFLOW NIBCO T-580 BRASS BALL VALVE -LINE SIZE WILKINS 600 HLR BRASS PRESSURE REDUCING VALVE WITH FILTER SCREEN FEBCO 825YA REDUCED PRESSURE BACKFLOW PREVENTOR · SIZE TO MATCH WATER METER UNLESS SPECIFIED OTI-IERWISE. INCLUDE WATTS 777 STRAINER WITH 20 MESH STAINLESS STEEL SCREEN DOWNSTREAM OF BACKFLOW. INSTALL BACKFLOW PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS. AIR RELIEF VALVE POINT SOURCE IRRIGATION 32-ARV-2-KAAIR/VACUUM RELIEF VALVE MASTER VALVE WATTS 813-4SA BG· NC· BLACK GUARD -T -SIZE PER PLAN FLOW SENSOR DATA INDUSTRIAL PLASTIC IR-220P FOR SIZES 2'·4' DATA INDUSTRIAL BRASS IR-250B FOR SIZES 1' • 1-112 SENSOR PART OF CONTROLLER PACKAGE· REFER TO CONTROLLER NOTE QUICK COUPLER RAIN BIRD 330LRC 314' QUICK COUPLER WITH YELLOW VINYL LOCKING COVER INCLUDE TWO (2) RAINBIRO 33DK KEYS WITI-1 SH-0 SWIVEL PER CONTROLLER CONTROL VALVE HUNTER ICV-FS-AS SERIES AUTOMATIC CONTROL VALVE WITH FILTER SENTRY REFER TO PLAN FOR SIZES CONTROLLER RAIN MASTER· EVOLUTION SATELLITE IN A HYDROSCAPE ASSEMBLY. REFER TO PLAN FOR SPECIFICATION. · INCLUDES RAIN SENSOR. IN-LINE CHECK KBI KSC SERIES LINE SIZE SWING CHECK FOR UPHILL FLOW DIRECTION VALVE KBI KC SERIES LINE SIZE SPRING CHECK FOR DOWNHILL FLOW DIRECTION PRESSURE WHITE CLASS 315 PRESSURE MAINLINE FOR PIPE 2' THROUGH 3' MAINLINE WHITE SCH 40 PRESSURE MAINLINE FOR PIPE 1-112' ANO SMALLER ALL PIPE TO BE SOL VENT WELD REFER TO TRENCHING DETAIL FOR DEPTHS -------LATERAL LINE WHITE SCH 40 SOLVENT WELD PVC· 314' MINIMUM. REFER TO PLAN FOR SIZES AND TRENCHING DETAIL FOR BURIAL DEPTI-IS. --•@•11 ...,.,_.. SLEEVING WHITE SCHEDULE 40 PVC· REFER TO SLEEVING LEGEND FOR QUANTITY ANO TYPE. ALL PIPING ANO WIRES UNDER PAVING TO BE SLEEVED MINIMUM 2X DIAMETER OF PIPE WITI-1 A MINIMUM OF 'l' DIAMETER. NOT SHOWN NOT SHOWN NOT SHOWN NOT SHOWN NOT SHIOWN NOT SHOWN 60 ___ ___ MAINLINE FITTINGS ALL PRESSURE MAINLINE FITTINGS TO BE SCHEDULE 40 PVC SOLVENT WELD LATERAL FITTINGS ALL NON-PRESSURE LATERAL LINE FITTINGS TO BE SCHEDULE 40 PVC SOL VENT WELD. IRRIGATION WIRE PAIGE 7001D #14 AWG UL LISTED U.F. OOOV DIRECT BURIAL LEAD WIRE #14 AWG BLUE COMMON #12 AWG WHITE WITH BLUE STRIPE EXTRA WIRE #14 ORANGE WIRE NUTS 3M OBY OR 3M DBR WATERPROOF DIRECT BURY CONNECTORS FLOW SENSOR RAINMASTER • EV.CAB-SEN IN A 1-1/4' SCHEDULE 40 PVC CONDUIT. NO CABLE SPLICES PERMITTED. VALVE BOX RECTANGULAR CIRCULAR RAINBIRD VB-STD-H 14' X 19' WITI-1 GREEN LOCKING LID RAINBIRD VB-10RND-H 10' ROUND. GREEN LOCKING LID ID TAGS T CHRISTY ID-MAX-Y1 YELLOW TAGS WITH BLACK LETTERING DENOTES STATION NUMBER DENOTES VALVE FLOW (GPM) DENOTES VALVE SIZE APPROVED ~OR PLANTING AND IRRIGATION ONL V, INCLUDING PRECIS!; LOCATION O~ PLANTING AREAS SPRAY HEAD IRRIGATION LEGEND SYMBOL DESCRIPTION SHRUB POP UP HEADS (} 1 SHRUB POP UP Y SHRUBPOPUP f SHRUB POP UP ~ SHRUB POP UP GI SHRUB POP UP '¥ SHRUB POP UP ~ SHRUB POP UP i' SHRUB POP UP 0 SHRUB POP UP 9 SHRUB POP UP t SHRUB POP UP 9 SHRUB POP UP ¥ SHRUB POP UP ¥ SHRUB POP UP ~ SHRUB POP UP o BUBBLER POP UP • BUBBLER POP UP SHRUB HEADS ON RISER © HEAD ON RISER ,!} HEAD ON RISER '/.} HEAD ON RISER ./.} HEAD ON RISER 0 HEAD ON RISER V HEAD ON RISER ~ HEAD ON RISER V HEAD ON RISER @ HEAD ON RISER 'ff HEAD ON RISER , HEAD ON RISER ff HEAD ON RISER V HEAD ON RISER v HEAD ON RISER '7 HEAD ON RISER TURF POP UP HEADS e TURF POP UP ~ TURF POP UP 1' TURF POP UP ~ TURF POP UP $ TURF POP UP 0 TURF POP UP ij TURF POP UP t9 TURF POP UP @ TURF POP UP @ TURFPOPUP ti!i TURFPOPUP ® TURF POP UP @ TURF POP UP 0 TURFPOPUP it; TURF POP UP @ TURFPOPUP 0 TURF POP UP M TURFPOPUP c'.i TURFPOPUP Ill TURF POP UP E'l TURFPOPUP MANUFACTURER PART NO. RAINBIRD 1812 SAM PRS RAINBIRD 1812 SAM PRS RAINBIRO 1812 SAM PRS RAINBIRO 1812 SAM PRS RAINBIRD 1812 SAM PRS RAINBIRD 1812 SAM PRS RAINBIRD 1812 SAM PRS RAINBIRO 1812 SAM PRS RAINBIRO 1812 SAM PRS RAINBIRD 1812 SAM PRS RAINBIRO 1812 SAM PRS RAINBIRO 1812 SAM PRS RAINBIRD 1812 SAM PRS RAINBIRO 1812 SAM PRS RAINBIRO 1812 SAM PRS RAINBIRD 1804 SAM PRS RAINBIRD 1804 SAM PRS RAINBIRD PASS PRS RAINBIRD PASS PRS RAINBIRD PASS PRS RAINBIRD PASS PRS RAINBIRD PA8S PRS RAINBIRD PASS PRS RAINBIRD PASS PRS RAINBIRD PASS PRS RAINBIRO PA8S PRS RAINBIRD PASS PRS RAINBIRD PASS PRS RAINBIRD PASS PRS RAINBIRD PASS PRS RAINBIRD PA8S PRS RAINBIRD PASS PRS RAINBIRO 1806 SAM PRS RAINBIRD 1806 SAM PRS RAINBIRD 1808 SAM PRS RAINBIRO 1806 SAM PRS RAINBIRD 1806 SAM PRS RAINBIRO 1806 SAM PRS RAINBIRD 1806 SAM PRS RAINBIRD 1806 SAM PRS RAINBIRD 1806 SAM PRS RAINBIRO 1806 SAM PRS RAINBIRO 1806 SAM PRS RAINBIRD 1806 SAM PRS RAINBIRD 1806 SAM PRS RAINBIRD 1806 SAM PRS RAINBIRD 1806 SAM PRS RAINBIRD 1806 SAM PRS RAINB IRO 1806 SAM PRS RAINS !RO 1806 SAM PRS RAINS IRO 1806 SAM PRS RAINB IRD 1806 SAM PRS RAINBIRD 1806 SAM PRS NOZZLE 12F 12H 12T 12Q 10F 10H 10T 10Q BF BH BT SQ SH 5T 5Q 15 CST PCS 020 15 CST PCS 030 12F 12H 12T 120 10F 10H 10T 10Q BF BH BT 8Q SH 5T SQ 15F 15H 15T 15Q 12F 12H 12T 12Q 10F 10H 10T 10Q 8F 8H 8T BQ 5H 5T 5Q 15SST 15EST PATTERN FULL HALF THIRD QRTR FULL HALF THIRD QRTR FULL HALF THIRD QRTR HALF THIRD QRTR -- FULL HALF THIRD QRTR FULL HALF TI-IIRO QRTR FULL HALF THIRD QRTR HALF Tl-'1RD QRTR FI.JLL HALF THIRD QRTR FULL HALF THIRD QRTR FULL HALF THIRD QRTR FULL HALF THIRD QRTR HALF THIRD QRTR STRIP STRIP FLOW RADIUS PRES PRECIP 2.60 1.30 0.93 0.65 1.60 0.80 0.50 0.40 1.00 0.50 0.35 0.25 0.20 0.15 0.10 0.20 0.30 2.60 1.30 0.93 0.65 1.60 0.80 0.50 0.40 1.00 0.50 0.35 0.25 0.20 0.15 0.10 3.70 1.85 1.23 0.93 12' 12' 12' 12' 1 O' 1 O' 1 O' 10' 8' 8' 8' 8' 5' 5' 5' -- 12' 12' 12' 12' 1 O' 10' 10' 10' 8' 8' 8' 8' 5' 5' 5' 15' 15' 15' 15' 2.60 12' 1.30 12' 0.93 12' 0.65 12' 1.60 1 O' 0.80 10' 0.50 10' 0.40 10' 1.00 8' 0.50 8' 0.35 8' 0.25 8' 0.20 5' 0.15 5' 0.10 5' 1.20 0.60 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 2.01 2.01 2.01 2.01 1.75 1.75 1.75 1.75 1.83 1.83 1.83 1.83 1.83 1.83 1.83 -- 2.01 2.01 2.01 2.01 1.75 1.75 1.75 1.75 1.83 1.83 1.83 1.83 1.83 1.83 1.83 1.83 1.83 1.83 1.83 30 2.01 30 2.01 30 2.01 30 2.01 30 1.75 30 1.75 30 1.75 30 1.75 30 1.83 30 1.83 30 1.83 30 1.83 30 1.83 30 1.83 30 1.83 30 30 "AS BUILT" LARRY SHEEHAN R.L.A. 3180 EXP. 31 Dec 07 REVIEWED BY: DATE INSPECTOR DATE INTGGRATION ~ iiiiiiiiiii P L A N 20Augo7 D A T I: t------t-----t--------------+---lf----lf----l---1 Dr] CITY PLA~N~G £!R~?N~ BAD ~ DGSIGN STUDIO LANDSCAPE ARCHITECTS 5411 Avenida E;ncinas, Suite 270 Carlsbad, CA 92008,4380 I 760.602.0144 f 7 60.602.0388 21 Jan 08 28 Febo8 09Aprilo8 1st SubmiUal 2nd Submittal 3rd Submittal 4th Submittal DOMESTIC IRRIGATION LEGEND FOR. LA COST A OAKS NORTH RECREATION CENTER APPrr:~~( lt· ~1L ... 1t: 71"·C"' ___ ~---j---------------+---1----l--+----l PLANNING DATE t-:D:-:-AT==E--t---lN,-::IT-IA-L -t----------------+---1----l--+----l DWH BY: ---DATE INITIAL DATE INITIAL CHKD BY: ___ _ PROJECT NO. CT05-14 DRAWING NO. 446-4M u ;---;-) l I j j I ( Project ................................... 06.004 www.lNTE:GRA TION-DE:SIGN.,om " REVISION DESCRIPTION ENGINEER OF WOR OTHER APPROVAL CITY APPROVAL RVWD BY: '---------------------------~~~~~~~~~~~===::::===========~======================-J=,1 Wa\lP,oj~l,\lcl,gcollon Doelgo\Lo Coal• Ook,2 R~\wc Lo Co,la o,,,. o,1o11,.,wg\U-5\0 Ap, 2009 9,12 AM b1, Doo fol~, I W.O. No. 2352-69 BIN, ' '1111111 SIDEWALK \ 1~-METER BOX WITH METER CURB \ \ : J 24' _ ~~ ~R ~Fl===!=~,:cc-12' POTABLE SERVICE LINE -,-,,,; MINIMUM t?---<:--1 10' MINIMUM TO POTABLE ~ • MAINLINE IN STREET --1 ~ RECYCLED WATER IRRIGATION __) MAINLINE WITH SLEEVE NOTE: VERTICAL CLEARANCE OF 12' MINIMUM IS MANDATORY WHEN CROSSING PATH Of POTABLE WATERLINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24' FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 111 HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. TABLE SERVICE LINE CROSSING NO SCALE STREET SURFACE -\ vzzzzzzzzr~ POTABLE SERVICE LINE ~ 3.5 F!EET 12' MINIMUM REQUIRED ---={ VERTICAL SEPERA TION RECYCLED WATER ft IRRIGATION MAINLINE WITH SLEEVE NOTE : ALL RECYCLED WATER IRRIGATION PIPE ANO SLEEVES SHALL BE PURPLE ANO LAB LEO AS SPECIFIED IN: 'ST ANDARO SPECIFICATIONS FOR PRNATE IRRIGATION SYSTEMS' 'CARLSBAD RECLAIMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAI NS' OCTOBER 1993 POTABLE SERVICE LINE CROSSING NO SCALE IRRIGATION PRESSURE CALCULATION TABLE HUNTER ROTOR LEGEND -RECYCLED WATER 45 Size 1.5" -==-cc----550.0' 460.0' Water Meter No. Hydraulic Gradiant Elevation of Meter Static Pressure Source of Information Phone Number 104.0 psi Boosted from exist Pump Plans prepared by Gillespie 2/1212002 Dale of Information Basis for Calculation longest Run/Highest Elevation/Highest Flow Remote Control Valve AZ-28 Size 1.50 Demand 24 GPM Elevation of highest head 470.0' QTY. SIZE ITEM PSI LOSS 12' 2.00' Service Line Copper 0.08 1 1.50' Water Meter 1.20 1 1.50' RP Backftow w/ S~ainer 15.00 3 2.00' Ball Valves 0.50 1 2.00' Master Valve 2.00 1 2.00' Flow Sensor 1.50 135' 2.50' Mainline PVC 0.26 480' 2.00' Mainline PVC 2.38 Mainnne PVC 1.50' Aulomaffc Con1rol Valve 1.50 AVG. later~ Line loss 4.00 Fillings Loss (10%) 2.83 Elevaffon Change 4.3 Tota System Losses 36 psl Pressure Required to operate head 40 psi Pressure Required wthout Residual 75 psi Siad c Pressure at Water Meter 104 psi Residual Pressure 28 psi Set Pressure regulator to 83 psi SYMBOL DESCRIPTION MANUFACTURER PART NO. NOZZLE PATTERN FLOW TURF ROTOR POP UPS [I] TURF ROTOR POP HUNTER l-20-6P-3RV-4.0 4.0 FULL 3.7 0 TURF ROTOR POP HUNTER l-20-6P-ARV-2.0 2.0 HALF 1.8 0 TURF ROTOR POP HUNTER l-20-6P-ARV-1.0 1.0 QRTR 1 SHRUB ROTOR POP UPS [!] SHRUB ROTOR POP HUNTER l-20-HP-3RV-8.0 8.0 FULL 6 0 SHRUB ROTOR POP HUNTER 1-20-HP-ARV-3.5 3.5 HALF 3 (j) SHRUB ROTOR POP HUNTER 1-20-HP-ARV-2.0 2.0 QRTR 1.8 [!] SHRUB ROTOR POP HUNTER l-20-HP-3RV-6.0 6.0 FULL 4.9 (i) SHRUB ROTOR POP HUNTER 1-20-HP-ARV-3.0 3.0 HALF 2.4 @ SHRUB ROTOR POP HUNTER 1-20-HP-ARV-1.5 1.5 QRTR 1.4 IT] SHRUB ROTOR POP HUNTER l-20-HP-3RV4.0 4.0 FULL 3.7 ® SHRUB ROTOR POP HUNTER 1-20-HP-ARV-2.0 2.0 HALF 1.8 (i) SHRUB ROTOR POP HUNTER 1-20-HP-ARV-1.0 1.0 QRTR 1 ALL HEADS USING RECYCLED WATER TO INCLUDE PURPLE NON-POTABLE WARNING CN' PER LEGEND WATER USAGE ESTIMATION AB-325 WATER METER· 45 • CONTROLLER AZ CA.TEGORY UNITS lURF SHRUB SLOPE TURF ROlH YEARLY ETo • Inches/ Year 55.10 55.10 55.10 55.10 AREA OF HYDROZOt-E (GILLESPIE} Square Feet 3,697 470 117,765 AREA OF HYDROZOt-E (REC CENTER} Square Feet 15,781 10,404 17,967 TOTAL AREA OF HYDROZONE " Square Feet 3,697 18,251 128,169 17,967 PERCENT AREA USE 2% 10¾ 77¾ 11¾ YEARLY AVG Pl.ANT FACTOR (PF) 0.81 0.40 0.40 0.50 ESTIMATED EFFICIENCY (IEl Percerrtaaa 0.65 0.65 0.70 0.70 HCF / Year 210 457 3,345 586 ESTIMATED WATER USAGE (E~ Gallons/ Year 157,385 341,641 2,502,005 438,420 Ac Fl/ Year 0.48 1.05 7.68 1.346 HCF /Yea-4,598 TOTAL USAGE FOR ALL LANDSCAPE Gallons / Yei'I 3,439,452 Ac FL/ Yea-10.555 I ICF / Yea-8,068 MAXIMLM WATER ALLOWANCE Gallons/ Year 4,539,009 Ac Ft /Yea-13.93 FORMWS TOTAL LANOSCAPE AREA MAWA = AREA x E!o x .80 x .62 166,084 SQ. FT. EWU = AREA x E!o x PF x .62 /IE 3.81 ACRES • YEARLY ETO DERNED FROM CIMIS ZONE MAP -AREA 9 "REC CENTER IS ADDED TO EXISTING METER 45. AREAS OF EXISTING AND REC CENTER SHOWN SEPARA1E. TOTAL WATER USE REFLECTS LlllMA 1E LANDSCAPE AREA RADIUS PRES PRECIP 25' 40 .57 25' 40 .54 25' 40 .6 35' 40 .47 35' 40 .46 35' 40 .56 30' 40 .52 30' 40 ,5 30' 40 .56 25' 40 .57 25' 40 .54 25' 40 ,6 RECYCLED WATER IRRIGATION EQUIPMENT LEGEND SYMBOL ~ ® N ITEM-MANUFACTURER -MODEL NUMBER -DESCRIPTION WATER METER EXISTING 2' RECYCLED WATER METER, RP BACKFLOW, AND BASKET STRAINER PER STREETSCAPE Pl.ANS PREPARED BY GILLESPIE -SHOWN FOR REFERENCE ONLY BALL VALVE POINT OF CONNECTION N IBCO T-580 BRASS BALL VAL VE -LINE SIZE CONTRACTOR TO LOCATE EXISTING PRESSURE MAINLINE STUB PROVIDED BY Pl.ANS PREPARED BY GILLESPIE. VERIFY SIZE OF PIPE AND NUMBER OF WIRES PRIOR TO START OF WORK. MAKE TIE IN AND REPORT STATIC WATER PRESSURE. QUICK COUPLER NELSON 7645 1' QUICK COUPLER WITH PURPLE VINYL LOCKING COVER INCLUDE TWO (2) ACME KEYS WITH 1' X 3/4' SWIVEL CONTROL VALVE HUNTER ICV-FS-AS-R SERIES AUTOMATIC CONTROL VALVE WITH FILTER SENTRY -AND PURPLE FLOW CONTROL CAP. REFER TO Pl.AN FOR SIZES RW ID SIGN RECYCLED WATER WARNING ID SIGN -T CHRISTY MODEL ID SIGN 3.512' X 18' X .08' ALUMINUM WITH 1-1/'Z' SQ, ALUMINUM POST -2 PER CONTROLLER. IN-LINE CHECK KBI KSC SERIES LINE SIZE SWING CHECK FOR UPHILL FLOW DIRECTION VALVE KBI KC SERIES LINE SIZE SPRING CHECK FOR DOWNHILL FLOW DIRECTION @ AIR RELIEF VAL VE POINT SOURCE IRRIGATION 32-ARV-2-KA AIR/ VACUUM RELIEF VALVE ---PRESSURE MAINLINE PURPLE CLASS 315 PRESSURE MAINLINE FOR PIPE 2'THROUGH 3' PURPLE SCH 40 PRESSURE MAINLINE FOR PIPE 1-1/2' ANO SMALLER DW ------RW mrnrr:@im • NOT SHOWN NOT SHOWN NOT SHOWN NOTSHOWN LATERAL LINE DW SUPPLY LINE RW SUPPLY LINE SLEEVING MAINLINE FITTINGS L<\TERAL FITTINGS VALVE BOX IRRIGATION WIRE WIRE NUTS ALL PIPE TO BE SOLVENT WELD REFER TO TRENCHING DETAIL FOR DEPTHS PURPLE SCH 40 SOLVENT WELD PVC-3/4' MINIMUM. REFER TO Pl.AN FOR SIZES AND TRENCHING DETAIL FOR BURIAL DEPTHS. DOMESTIC WATER LINE PER CIVIL PLANS -FOR REFERENCE ONLY. RECYCLED WATER LINE PER CNIL Pl.ANS · FOR REFERENCE ONLY. PURPLE SCHEDULE 40 PVC -REFER TO SLEEVING LEGEND FOR QUANTITY AND TYPE. ALL PIPING AND WIRES UNDER PAVING TO BE SLEEVED MINIMUM 2X DIAMETER Of PIPE WITH A MINIMUM OF 'Z' DIAMETER. ALL PRESSURE MAINLINE FITTINGS TO BE SCHEDULE 40 PVC SOLVENT WELD ALL NON-PRESSURE LATERAL LINE FITTINGS TO BE SCHEDULE 40 PVC SOLVENT WELD. RECTANGULAR RAINBIRD VB-STD·H 14' X 19' WITH PURPLE LOCKING LID CIRCULAR RAIN BIRD VB-1 ORND-H 1 0' ROUND -PURPLE LOCKING LID PAIGE 70010 #14 AWG UL LISTED U.F. 600VDIRECT BURIAL LEAD WIRE #14AWG BLUE COMMON #12 AWG WHITE WITH BLUE STRIPE EXTRA WIRE #14 ORANGE 3M OBY OR 3M DBR WATERPROOF DIRECT BURY CONNECTORS DENOTES STATION NUMBER DENOTES VALVE FLOW (GPM) DENOTES VALVE SIZE APPROV~O FOR PLANTING AND IRRIGATION ONL V, INCLUDING PRl:CISI: LOCATION OF PLANTING ARrAS RECYCLED WATER SPRAY HEAD LEGEND SYMBOL DESCRIPTION MANUFACTURER PART NO. NOZZLE PATTERN FLOW RADIUS PRES PRECIP SHRUB POP UP HEADS 0 SHRUB POP UP RAINBIRD 1812 SAM PRS -NP 12F FULL 2.60 12' 30 2.01 * SHRUB POP UP RAINBIRD 1812 SAM PRS -NP 12H HALF 1.30 12' 30 2.01 f SHRUB POP UP RAINBIRD 1812 SAM PRS -NP 12T THIRD 0.93 12' 30 2.01 ~ SHRUB POP UP RAINBIRD 1812 SAM PRS -NP 12Q QRTR 0.65 12' 30 2.01 ~ SHRUB POP UP RAINBIRD 1812 SAM PRS -NP 10f FULL 1.60 1 O' 30 1.75 ,} SHRUB POP UP RAINBIRD 1812 SAM PRS -NP 10H HALF 0.80 1 O' 30 1.75 ::; SHRUB POP UP RAINBIRD 1812 SAM PRS-NP 10T THIRD 0.50 1 O' 30 1.75 ? SHRUB POP UP RAINBIRD 1812 SAM PRS-NP 100 QRTR 0.40 1 O' 30 1.75 0 SHRUB POP UP RAINBIRD 1812 SAM PRS-NP BF FULL 1.00 8' 30 1.83 9 SHRUB POP UP RAINBIRO 1812 SAM PRS-NP 8H HALF 0.50 8' 30 1.83 t SHRUB POP UP RAINBIRD 1812 SAM PRS-NP 8T THIRD 0.35 8' 30 1.83 9 SHRUB POP UP RAINBIRD 1812 SAM PRS -NP SQ QRTR 0.25 8' 30 1.83 ¥ SHRUB POP UP RAINBIRD 1812 SAM PRS -NP 5H HALF 0.20 5' 30 1.83 ¥ SHRUB POP UP RAINBIRD 1812 SAM PRS -NP 5T THIRD 0.15 5' 30 1.83 ~ SHRUB POP UP RAINBIRD 1812 SAM PRS -NP 5Q QRTR 0.10 5' 30 1.83 0 BUBBLER POP UP RAINBIRD 1804 SAM PRS-NP 15 CST PCS 020 -0.20 30 • BUBBLER POP UP RAINBIRD 1804 SAM PRS-NP 1~ CST PCS 030 -0.30 30 SHRUB HEADS ON RISER © HEAD ON RISER RAINBIRD PA8S PRS -NP 12F FULL 2.60 12' 30 2.01 ◊ HEAD ON RISER RAINBIRD PA8S PRS -NP 12H HALF 1.30 12' 30 2.01 ~ HEAD ON RISER RAINBIRD PA8S PRS -NP 12T THIRD 0.93 12' 30 2.01 {!, HEAD ON RISER RAINBIRD PASS PRS-NP 12Q QRTR 0.65 12' 30 2.01 0 HEAD ON RISER RAINBIRD PA8S PRS-NP 10f FULL 1.60 10' 30 1.75 v HEAD ON RISER RAINBIRD PASS PRS-NP 10H HALF 0.80 1 O' 30 1.75 ~ HEAD ON RISER RAINBIRD PASS PRS -NP 10T THIRD 0.50 10' 30 1.75 '7 HEAD ON RISER RAINBIRD PASS PRS -NP 100 QRTR 0.40 1 O' 30 1.75 @ HEAD ON RISER RAINBIRO PASS PRS-NP BF FULL 1.00 8' 30 1.83 'J HEAD ON RISER RAINBIRO PA8S PRS -NP BH HALF 0.50 8' 30 1.83 ~ HEAD ON RISER RAINBIRD PASS PRS -NP BT THIRD 0.35 8' 30 1.83 'I HEAD ON RISER RAINBIRD PASS PRS-NP SQ QRTR 0.25 8' 30 1.83 V HEAD ON RISER RAINBIRD PASS PRS-NP 5H HALF 0.20 5' 30 1.83 ~ HEAD ON RISER RAINBIRD PASS PRS-NP 5T THIRD 0.15 5' 30 1.83 V HEAD ON RISER RAINBIRD PASS PRS -NP 5Q QRTR 0.10 5' 30 1.83 TURF POP UP HEADS • TURF POP UP RAINB IRO 1806 SAM PRS -NP 15F FULL 3.70 15' 30 1.83 ~ TURF POP UP RAINS IRD 1806 SAM PRS -NP 15H HALF 1.85 15' 30 1.83 ij TURF POP UP RAINBIRD 1806 SAM PRS-NP 15T THIRD 1.23 15' 30 183 Iii TURF POP UP RAINBIRD 1806 SAM PRS -NP 150 QRTR 0.93 15' 30 1.83 ill TURF POP UP RAINBIRD 1806 SAM PRS -NP 12F FULL 2.60 12' 30 2.01 e TURF POP UP RAINBIRO 1806 SAM PRS -NP 12H HALF 1.30 12' 30 2.01 M TURF POP UP RAINBIRO 1806 SAM PRS -NP 12T THIRD 0.93 12' 30 2.01 t9 TURF POP UP RAINBIRO 1806 SAM PRS -NP 12Q QRTR 0.65 12' 30 2.01 @ TURF POP UP RAINBIRO 1806 SAM PRS -NP 10F FULL 1.60 1 O' 30 1.75 (ii) TURF POP UP RAINBIRD 1806 SAM PRS -NP 10H HALF 0.80 1 O' 30 1.75 ~ TURF POP UP RAINBIRD 1806 SAM PRS -NP 10T THIRD 0.50 1 ()' 30 1.75 <oil TURF POP UP RAINBIRD 1806 SAM PRS -NP 10Q QRTR 0.40 1 ()' 30 1.75 0 TURF POP UP RAINBIRD 1806 SAM PRS -NP BF FULL 1.00 8' 30 1.83 @ TURF POP UP RAINBIRD 1806 SAM PRS -NP 8H HALF 0.50 8' 30 1.83 !I'S TURF POP UP RAINBIRD 1806 SAM PRS-NP 8T THIRD 0.35 8' 30 1.83 @ TURF POP UP RAINBIRD 1806 SAM PRS -NP SQ QRTR 0.25 8' 30 1.83 0 TURF POP UP RAINBIRD 1806 SAM PRS -NP 5H HALF 0.20 5' 30 1.83 M TURF POP UP RAINBIRD 1806 SAM PRS-NP 5T THIRD 0.15 5' 30 1.83 cl) TURF POP UP RAINBIRD 1806 SAM PRS-NP 5Q QRTR 0.10 5' 30 1.83 rll TURF POP UP RAINBIRO 1806 SAM PRS -NP 15 SST STRIP 1.20 30 E!J TURF POP UP RAINBIRD 1806 SAM PRS -NP 15 EST STRIP 0.60 30 ALL HEADS USING RECYCLED WATER TO INCLUDE PURPLE NON-POTABLE WARNING CAP PER LEGEND "AS BUILT" LARRY SHEEHAN R.L.A. 3180 DATE EXP. 31 Dec 07 REVrEWED BY: INSPECTOR DATE INT~GRATION ~---P L A N 2OAugo7 D A T I: 1st Submittal t----+---+-------------+---lf----lf----1---1 CTI CITY PLA?N~G £!R~M~N~ BAD ~ ~ D!;SIGN STUDIO LANDSCAPE: ARCI-IITl:CTS 5411 Avenido E:ncinos, Suite 270 Carlsbad, CA 92008.4380 REVISIONS 21 Jan 08 28Febo8 O9Aprilo8 2nd Submittal 3rd Submittal 4th Submittal RECYCLED WATE:R IRRIGATION LEGEND FOllt LA COST A OAKS NORTH Rl:CRl:ATION CENTER APPROVEp ( rt---t-1 lJ-:. eu-9-t~ ,;.~.cit:. l---+---+---------------4---1----1---+----I ~P_LA_H_HI_NG ______________ ~D~AT~E t 7 60.602.0144 - f 760.602.0388 -=-=--i---=-.,.--i---------------+---t----+---+---1 DWN BY: ---PROJECT NO. DRAWING NO. I DATE rNrnAL 1--'□~AT~E~~JN-'ITI-'A~L +-'□~AT~E_,_r""N1=nA..cL-1 CHK0 BY:____ CTOS-l4 446 4M I REVISION DESCRIPTION --.n ~----------------------------------------------------P_r_oJ_ec_t_ .... _ ... _ .... _ ... _ .... _ ... _ ... _ .... _ ... _ ... ,_06_.0_0_4-;;;-;;;::www=.;";::IN;:T::::E:;;::G::-;R::::A:;::T:;-;IO:-N=-D:-;E::::;:S::;-IG-;:N:::;.-::;co~m~::;:-:;:;:-=:-:;::-:~~:::-:;;;;:-:;-:-;--:::--;--;:--:--;-:;-:-E-NG-[N-EE_R_o_r_w_□-Rt ________________ or_H_ER_A_P_PR-OY_A_L_C_ITY-AP-P-RO-VA_L __ Rv_w_o_B_Y, ________________ __J:!j W.\IP1<>j':>di;;\l11h,ynili1m 0<11>iwi\La Costa 0oks2 R11c\WC la Coda 0oka Delails.dY<g\U 6\9 Ap, 2008 ~:13 Ml by: Don Tollho W.O. No. 2J52-69 I BIN, , 1111111 I 1 FINISH GRADE : [ i~ ~'. @~MJit"l~ :==;;;;;~ 0 VPI. VE BOX PER LEGEND· BRAND WITH CONTRctlER LETTER ANO STATION NO. {IE. 'A24' ,;;\ AUTOMATIC CONTRQ V /II. VE · SEE LEGEND FOR \V TYPE ,;;\ T CHRISTY STATION 10 TAG(S) PER LEGEND, \:.,J ATTACHTOWIRESWITHZIPTIE ,;\ SCOTCHLOCK WIRE NUT WITH 3M OBY ~ WATERPROOF WIRE CONNECTOR f7\ IRRJ(lA.TION VALVE WIRE AND COMMON, PROVIDE \:.,J 24' MININIMUM EXPANSION COil © FINISH GRADE 0 SUBGRADE r;\ SCHEDULE 80 PVC THREAD ONE ENO NIPPLE, ~ MINIMUM ij" LENGTH TO EXTEND PAST VALVE BCX ~Hilfl 0 PRESSURE MANLINE SOI.VENT WELD SLIP B.L ~ PRESSURE MAINLINE PIPING, LENGTH AS \;::,,, REQUIRED @ PRESSURE MANLINE TEE OR Ell @ BRICK SUPPORTS, FOUR REQUIRED ® 1 CUBIC FOOT 314" CRUSHED GRAVEi. ® SCHEDlJlE 80 PVC NIPPLE, 3" LENGTH @ SCHEDlJlE 80 PVC S X T UNION ® PVC NON PRESSURE LATERAL LINE AUTOMATIC CONTROL VALVE NO SCALE l')CO,"ffllGtfT :IOQj l\'ATERCIX<~ lrl. Tltla UUSTAATJ,I, GIVJIHIC 11.'.l LIiie $11Cl'.f1 fj !hlll 111;1,111, ISCCfYRllllHW ~I~ TiiH.AW Cf ff WIil IDSll\JE'$HtlUAl'tl01 IIEUE l\ffltOIJl"l'l'lnllU::Uell(H~ \'IATIR~ 0 BRASS QUICK COUPLER -QUICK COUPLER VALVES SHALL BE OF TYPE APPROVED FOR RECYI.CLED WATER· REFER TO LEGEND © INLET SIZE, 'Y LONG BRASS NIPPLE © INLET SIZE BRASS Ell 0 INLET SIZE BRASS STREET ELL © INLET SIZE BRASS NIPPLE, 12' MINIMUM LENGTH © SCHEOlJlE 80 PVC SLIP x THREAD Ell 0 PRESSURE MANLINE RISER, MINIMUM 4• LENGTH r;\ MAINLINE TEE OR ELL FITTING WITH BUSHING TO ~ ADAPT PIPE TO INLET SIZE OF QUICK COUPLER © PRESSURE MAINLINE ® BRICK SUPPORT, TWO REQUIRED ® 1 CUBIC FOOT 314' CRUSHED GRAVEL r:;7;\ 10' ROUND VALVE BOX PER LEGEND, HEAT BRAND ~ 'QCV" r:;7;\ #4 REBAR, 18"LONG-SECURE TO QUICK COUPLER \;_:,/ WITH TWO STAINLESS STEEL HOSE CLAMPS ® FINISH GRADE -SHRUB BED ONLY RECYCLED QUICK COUPLER NO SCALE OP!'RIOffl iOIII WATER C OERll.l TI-I: ll!.UtrllAH'E, Olt,11111( tuTIIM 5/iOWH III TIJ~ DfTAl I! l;oP\1't.Qf!Etl UNDER Tlif I.AW fY Tit: UMlflllSTATI;S ltll lillYN0Tll£\.ltiiWTl!WT ioKI r!J'j 0:rWiJ flQHli\1EROCl'WII 0 10' ROUND LOCKABLE VALVE BOX PER LEGEND, LOCATE IN SHRUB Bl:□ ONLY. HEAT BRAND 'Afl.V" 0 FINISH GRADE © SUBGRADE ,;\ CONTINUOUS, KINETIC AIR/VACUUM RELIEf VALVE ~ • REFER TO LEGEND FOR TYPE © CIRCUIAR VALVE BOX EXTENSION AS REQUIRED © BRICK SUPPORT, TWO REQUIRED 1 0 INLET SIZE, SCHEDULE BO PVC S xTCOUPI.ING © INLET SIZE. PRESSURE MANLINE PVC RISER, LENGTH AS NECESSARY 0 PRESSURE MAINLINE TEE OR Ell ® PRESSURE MAINLINE ® ONE CUBIC FOOT 314' CRUSHED GRAVEL AIR VACUUM RELIEF VALVE NO SCALE 1~ \'IAtER C CEffl. lTI Tri' H.l'JSTAATL\I:. OR>PHIC NAT~IIE IIIIOYII( fj nna OfTAI. Ill COf\'f\J('.HfD (11€JERTHf lJJ'/ (Y Tl£ UIITEll!JfATE:9.NdlW.Y~ a::u(£01'11JHlUTY,ll[fillro:«flTfflllj WJ,,TERC,/)<~ FINISH GRADE 6 7 0 V Af. VE BOX PER LEGEND -BRAND WITH CONTROllER LETTER AND "BY" I.E. "A-BY" 0 BRASS BALL VAf_VE • SEE LEGEND FOR TYPE © FINISH GRADE 0 SUBGRADE /;"\ SCHEDULE 80 PVC THREAD ONE END NIPPLE, \:_,) MINIMUM ij"LENGTH TO EXTEND PAST VALVE BOX I BALL VALVE © PRESSURE MAINLINE SOL VENT WELD 45' SLIP ELL 0 PRESSURE MAINLINE PIPING, LENGTH AS REQUIRED © BRICK SUPPORTS. FOUR REQUIRED © 1 CUBIC FOOT 314' CRUSHED GRAVEL ® SCHEDULE 80 PVC NIPPLE, 3" LENGTH ® SCHEDULE llO PVC S X T UNION NO SCALE C C0,)'Rlilffl mi \'IJ.JfflCO,,W.,, u, Tl£ IU-U!TAATM, ~IIC Ml Ula ~HOY,1'1 ~ Thlll llf. I NI. IS COl'VRllllffWUNQ£11. T<E ~ ·JF Tl£ u;,;rm ~~lfll/,/IOt.LWOOl !Eu!Dl l'l'!Jl M'l'fflTBICIUDHfROJ 1/IJ,JERCCflC:Efll 0 REDUCE PRESSURE BACKFLOW DEVICE· REFER TO LEGEND FOR TYPE ANO SIZE ,;;\ BRASS, INLET SIZE NIPPLE, LENGTH AS REQUIRED \V TO REACH MAINLINE TRENCH DEPTH © BRASS, INLET SIZE NIPPLE, 3" LENGTH ,;\ BRONZE, INLET SIZE WYE STRAINER WITH40 MESH ~ SCREEN © BRASS, INLET S1ZE Ell r;\ CONCRETE THRUST BLOCK AGAINST COMPACTED ~ SUBGRADE-MINIMUM 1 CUBIC FOOT. INSTALL BACKFLOW PER CMWD STANDAfl.O DETAIL W-20. 0 PRESSURE MAINLINE PIPING © SUBGRADE 0 FINISH GRADE EXCEPT FOR El.BOWS THERE SHALL Bl: NO FITTINGS OR CONNECTIONS TO OTHER FACILITIES BETWEEN THE METER AND THE BACKFLOW ASSEMBLY. BACKFLOW PREVENTER MAY NOT BE INSTALLED IN PUBLIC RIGHT-OF-WAY. RP BACKFLOW PREVENTOR NO SCALE C ('.:\)>)'l!IGlff l~ YIAJa!.CilllCl:IIN, ll It, I~ IIJ.JJSflV.TI~ GIW'lllC MlU~ ShOWQ fj nus DlaTM. ll CO/'l'IUOljl(l)Yl{JIJI. TII[ LAI',' er THE UNIJIDSlAJ /oll}l,1,1\' ICTBlcUaBl ~l'ftl'TBlctltf!B(f f'fDj VYATfR6'.MEIII MIMIMUM 10x PIPE 16 14 MIMIMUM 5x PIPE DIAMETERS LENGTH FINISH GRADE 0 V Al VE BOX PER LEGEND • BRANO WITH CONTROlLER LETTER AND 'M\/' (IE: 'A MY') ,;;\ AUTOMATIC CONTROi. V/11.VE • SEE LEGEND FOR \V TYPE r,;\ T CHRISTY ID TAG(S) PER LEGEND, ATTACH TO \:.,/ WIRES WITH ZIP TIE ,;\ SCOTCHLOCK WIRE NUT WITH 3M OBY ~ WATERPROOF WIRE CONNECTOR © IRRIGATION VAL VE WIRE AND COMMON, PROVIDE 24" MININIMUM EXPANSION COIL © FINISH GRADE 0 SUBGRADE © SCHEDULE 60 PVC THREAD ONE END NIPPLE, MINIMUM ij" LENGTH TO EXTEND PASTV/11.VE BOX 0 PRESSURE MAINLINE SQ VENT WELD SLIP Ell Q PRESSURE MAINLINE PIPING, LENGTH AS \;::,,, REQUIRED ® PRESSURE MAINLINE TEE OR Ell ® BRICK SUPPORTS, FOUR REQUIRED ® 1 CUBIC FOOT 3/4' CRUSHED GRAVEL ® SCHEDULE llO PVC NIPPLE, 'Y LENGTH ® SCHEDULE 80 PVC S X T UNION @ PVC NON PRESSURE LATERAL LINE THREADED MASTER VALVE NO SCALE ,l . UC IISl'lU.Tll!,ll.'W'HICUATUflcGH~IIITtllSDftAl:aCOl'YlllGt1TED.rillal111i!lAW IEL.'tlll ST ~W.YNafll!'cWl\limll'llfVo1UTl:No::tiSOOfRCIIVMTe'l,(:()N[EIIM FLOW------i> 0 PRESSURE MAINLINE PIPING 0 PRESSURE MAINLINE SOI. VENT WELD COUPLING r,;\ INLET SIZE, SCHEDlJlE 80 PVC THREAD ONE END \:.,) (T.0.E.) NIPPLE· MINIMUM 12' LENGTH 0 MASTER VAL VE· REFER TO MASTER VALVE DETAIL 0 PRESSURE MANLINE PIPING, REDUCE MAINLINE TO MATCH INLET SIZE Of FLOW SENSOR © 1" SCHEDULE 40 PVC ELECTRICAL CONDUIT WITH PULL BOXES AT 200' O.C. (AS REQUIRED) © SCHEDlJlE 40 PVC LONG SWEEP ELL ® INLET SIZE, SCHEDULE 80 PVC MALE ADAPTER f7\ LOCKABLE RECTANGULAR VALVE BOX PER LEGEND ® \:.,) • HEAT BRAND "MY" 11 FLOW SENSOR, REFER TO LEGEND FOR TYPE © SCHEDULE 80 PVC MALE ADAPTER WITH REDUCING Q RED AND BLACK FLOW SENSOR WIRES. VERIFY BUSHING TO MATCH SENSOR INLET SIZE ~ POLARITY WITH CONNECTION TO CABLE FLOW SENSOR ASSEMBLY COPYIIJ81(f jC,O~ 11/~TfA COf!Cl;lll,, ~TO. M ILLUSTMTl\'l, r;;p,,,pHIC WITU/1: atlOWN II Till~ DETAIL IACOl'\111GliT utlll~ TIIELAWQ'" ;1 ~UIT£0STMESNtOW.YNOTtflSfO\~Tl!M\\ffl'TBjo:{jSfNl flUI 1..-;uRC\llUM ~SC,V>~ INTGGRATION PLAN DATE: 20 Aug 07 1st Submittal ~ ~ .., le!~~~~ .. ~iiij- D~SIGN STUDIO RE;VIS ONS OF C~\.I LANDSCAPE:: ARCHITE::CTS 5411 Avenida [ncinas, Suite 270 Carlsbad, CA 92008.4380 I 760.602.0144 I 7 60_602.0388 21 Jan 08 28 Febo8 09 Aprilo8 2nd Submittal 3rd Submittal 4th Submittal 15 10 (7;\ LOCKABLE RECTANGULAfl. VALVE BCX PER LEGEND \;_:,) • HEAT BRAND "FS' ® BLUE SCOTHLOK WIRE CONNECTORS· TWO REQUIRED ® 3M SCOTCHlOK'" 3570 CONNECTOR SE/II.ING PACK • INSTALL PER MANUFACTURER INSTRUCTIONS ~ FLOW SENSOR COMMUNICATION CABLE PER \;::,,, LEGEND r.;,. WATERPROOF CONDUIT INLET WITH FOAM AFTER ~ WIREPULL DATE INITIAL DIAMETERS LENGTH NO SCALE DATE INITIAL DATE INITIAL APPROV[D FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRJ;;CISJ;; LOCATION OF PLANTING AR[AS "AS BUILT" LARRY SHEEHAN R.L.A. 3180 DATE EXP. 31 Dec 07 REVIEWED BY: INSPECTOR DATE CTI CITY OF CARLSBAD ~ 7 PLANNING DEPARTMENT 1 IRRIGATION DETAILS FOR. LA COST A OAKS NORTH RECRl::ATION Cl:NTl::R APPRf{;t,j •rtt ,:;. f . ., ~ -4::-~ll-c PLANNING ' DATE DWN BY: PROJECT NO. DRAWING NO. I ( .J:. J:: ,;;- ' ....r: 3 - CHKD BY: CT05-14 ~-REVISION DESCRIPTION 446-4M ENGINEER Of WORI OTHER APPROVAL CITY APPROVAL RVWD BY: -._ _____________________________________________________________ P_ro_j_ec_t_ .•. _ ... _ .• _ ... _ .. _···_···_···_···_···_···_···_o_6._oo_4;;,;;;::::;:ww:::;w::;-.l;::;N-::;T:;:E;;;:G:-R-;;:A::;::T;-;-IO:-;:N:::;-D:--;;:E;:;::S::;-IG-;;-N:::;-;;.co;:-m-;:-;::::;:-;:::;::-;====-:::=:;;--;;--;;-::;-:--:--;:--::-;=---------------------------------------------------------_j ~ 1 1 'N:\!ProJ .. cts\lnt~\lr,;,lk,11 Do=~iyu\UI Custa Oukli2 RUG\WC-lg Coata Oak■ Dcloils.dwg\U-7\9 Apr 200!1 9;1J Ml by: Oun follho W.O. No. 2.352-69 . I BIN 1 11111011111 1 FOR WATER CONSERVA.T,ON THIS PROPERTY' IS lRR!GATED W1TH REctAIMED WATER DO NOT ~ DRINK 8 CO/JO PARTE DE LOS ESFUERZOlil Dt: CON$ERIIACION DE LA Cil.JOAD, ESTA Al'.IUA HA SIOO TRATAOA CON et.PRU'OSITO DI SER UTILIY.DA UNICAl,IENTE PARA RIEG 0 l s· l • DIA. • 0 ATTACH SIGN TO POST WITH STAINLESS STEEL HARDWARE, TWO BOLTS, MINIMUM (";;\ CHRISTY #ID-SIGN-3.5 • 12' x 111" ,ALUMINUM X 0.08' \V THICKRECYCLEDWATERSIGN © FINISH GRADE © SUBGRADE (";;\ SUBMIT SAMPLE OF SIGN TO WATER DISTRK:T \.:.,/ PRIOR TO INSTALLATION FOR APPROVAL 0 1-1/2'X31i'X 1/16'W/\LL SQUARE ALUMINUM POST 0 CONCRETE FOOTING ~n; SLIGHT CROWN r,;\ FURNISH AND INSTALL TWO SIGNS PER \::.,/ CONTROLLER I RECYCLED WATER SIGN NOSCALE C COl'YRIGHT I~ WATEIIC::tl~. LTI. HE 11.LUSTAATM. Gltll>/UC JUTLRE 8110\IIN JI' 11116 [lfl"AI\. I:! •:oP\'RIGl1TUl UNl'EII THEW Cf l!IE ~IHl):Sl/\TlaiA'll W.rli:lTBE\JtilW.l~WI \'Rl I IN~SIIII tlUIVU.JiRCl.t/;i/11 STEP 1 STEP2 STEP] VALVE WIRE CONNECTIONS STRIP WIRES APPROXIMATELY 5/8' FROM END TWIST ENDS TOGETHER IN ClOCKWISE ROTATION. TWIST 3M SCOTHLOK CONNECTOR ONTO ENDS IN CLOCKWISE ROTATION INSERT~RE BUNDLE INTO 31~ DBY WATERPROOF CONNECTOR SPREAD WIRES THROUGH SLOTS AND CLOSE CAP TO LOCK SEALED CONNECTION COMPLETED CONNECTION NO SCALE C C0P'/llll'.Ur iU5 W.1.TCR COt,CC:RN. l 11£ llUSTJll,JI BR.IJ'HIC ~TUii' $! \II IHTI-18 OCINl.111 Ctw'r11!tll1H:o l1K!lfll;li£ l!\W IJ' M wtTIDSfATESIHlMA)'ICI IIEUSEl)1'1'ID10UnWll'IICCMIEl<Tfmli WAAACCtlCEtl ---. -----,. - lill 17 -., r, 0 ROTOR POP UP BODY -SEE LEGEND FOR TYPE r:;-,. INLET SIZE SCHEDULE 40 PVC STREET ELL \V THREE REQUIRED 0 SCHEDlA.E 80 NIPPLE LENGTH AS NECESSARY 0 SCH, 40 SxSxT TEE OR ELL © LATERAL LINE· SIZE PER PlNi © HARDSCAPE I PLANT SEPARATION HEADER 0 FINISH GRADE © SUBGRADE 11 ROTOR POP UP ON SLOPE BASE NOSCALE OC~lll!MT 'l~ii WATER ~WIN. LTI. THE lll.UIIIM"I\£, OM'lllC IIAIU!I' IIIOWN II Ttllll DETJ.l IS CQFY!tQIIT£0 \JNfli;R TJIE LM Cf 71-E .Jllllilll!TM.SN{)W.YM11!11a UWl\1fJMUTVR~W1W<IT flDIVli\JlRD:MBII RAIN SENSOR ENClOSURE 111 MIN. ('";'\ CONTROLLER ENClOSURE 'l'IITH RAIN SENSOR IN \V ENCLOSURE· PER CONTROLLER SPECIFK:ATION 0 AUTOMATIC CONTROLLER 0 CONTROLLER SUB ASSEMBLY 0 CONTROLLER ON/OFF Willi GFI SWITCH PER LOCAL ELECTRICAL CODE r;;\ 518" X9ti' COPPER GROUND ROD-INSTALL PER \::.,I MANUFACTURER RECOMMENDATIONS © 1-1 IT LONG PVC SWEEP Ell AND CONDUIT FOR FLOW SENSOR WIRE 0 1-112' LONG PVC SWEEP Ell AND CONDUIT FOR GROUND ~RE r 1 •• f r,;\ 1' PVC SWEEP ELL AND CONDUIT FOR 110 VAC \:;_,/ ELECTRICAL CONNECTION ~ 3' PVC LONG SWEEP ELL AND CONDUIT FOR \V CONTROLLER WIRES ® EPOXY WATERPROOFING ALONG BASE OF ENCLOSURE f::\ Ii' THICK MIit CONCRETE BASE. SLOPE EDGES FOR ~ DRAINAGE Q 11)' ROUND, GREEN VALVE BOX WITH TWO l..:_!I BRICK SUPPORTS ® FINISH GRADE @ SU8GRADE c§l',,___ru U1 : , c: [=:' , --~ UlJ kcl": _J ·cc I - -l ~:~ 0 IRRIGATION ROTOR-REFER TO LEGEND FOR TYPE © SCHEDlA.E 40 SST TEE r:;-,. VIT PRODUCTS ST-9 SPRINKLER TWIST TIE DEVICE· \V INSTALL WITH TWIST TIE TOOL 0 #4 REBAR STABLIZER, BURY TO '.8' DEPTH 0 FIPT x MIPT ADJUSTABLE SPRING LOADED CHECK VALVE-SAME SIZE AS ROTOR INLET r;;\ SCHEDlA.E 80 NIPPLE, SAME SIZE AS ROTOR INLET, \::.,I LENGTH AS NECESSARY ROTOR ON SLOPE 0 FINISH GRADE © SUBGRADE NO SCALE C COl'\'llGHl 200S Wi'tlOl COIIC!JlN. l TIil !U.U RATI OfW~IC !ltilU/1: $110','/N fl1~1S DETAL IS C0!'YRIGH1£0 '.Mlafl TtlElnlY Of TI-E UIIITW:S1Moliml ""'-HiOI Uf. UWIWlltl'JJTll!fTT.t, ro'1W'ff f!m'MTIRoo:attl I -;:;:._- / :-r1 / r l'o - ·~. 111· ½ l'o © 0 ® "--11· i \TH' LOCATION--PIPE SIZE DEPTH 0 FINISH SURFACE IN LANDSCAPE OR VEHICULAR PAVING 0 BACKFILL, REFER TO SPECIFICATIONS 0 UNDISTURBED SUBGRADE 0 DEBRIS AND ROCK FREE BACKFILL (OR SAND) MINIMUM 2" BELOW PIPING. r;;\ PRESSURE MAINLINE PIPING IN SLEEVE, REFER TO \V SPECIFICATIONS FOR TYPE SLEEVES UNDER PAVING (NON-ROADS) SLEEVES UNDER ROADS SCH40PVC SCH80 PVC <'.J' 18' l' · 5,5' 24' 6'• 36' < 8' 3&" 6". 48' © LOWVOI.TAGE CONTROL WIRE SLEEVE, MINIMUM 2', REFER TO SPECIFICATIONS FOR TYPE 0 NON.PRESSURE LAlERAL LINE PIPING IN SLEEVE, REFER TO SPECIFICATIONS FOR TYPE © ALL SLEEVES TO BE TWICE DIAMETER OF CARRIER PIPE ~ NON-DOMESTIC WATER PIPE SLEEVES SHALL BE \V IDENTIFIED PER WATER DISTRICT STANDARDS ® ALL SLEEVES SHALL EXTEND MINIMUM 12' BEYOND EDGE OF PAVING I •• ·1 : .:-:g . , j ~J]ll,c 0 IRRIGATION POP UP SPRAY HEAD· REFER TO LEGEND FOR TYPE 0 INLET SIZE MARL EX STREET ELL 0 SCHEDULE 80 PVC NIPPLE, LENGTH AS REQUIRED 0 SCHEDULE 40 PVC SxSxT TEE OR ELL POP UP SPRAY BODY 3' TURF 6' SHRUB © LATERAL LINE· SIZE PER PlNi © HARDSCAPE/PLANTERSEPARATIONHEADER 0 FINISH GRADE © SUBGRADE NO SCALE Ccf'YIIIGtT lO~ WATER CONCfRl'I. UD. Ti£ UUSlllAJ"l\t, GIW>rflC 11.'.TWIS til!O\~ Ill THl(l 111:IAL 131.;W'l'Hl~TS) Ulll:etTIIE !.NH<E Tl-£ UU.TlllllATESHll W.~NOTBEl \\flJIM~ffl1131o::t!SEHff!Oill'l,\lEJU::.:tt:IIII 0 BACKFILL, REFER TO SPECIFICATIONS 0 UNDISTURBED SUBGRADE 0 FINISH GRADE 0 DEBRIS AND ROCK FREE BACKFILL (OR SAND) MINIMUM 2' ABOVE AND BELOW PIPING. © PRESSURE MAINLINE PIPING, REFER TO LEGEND © LOW VOLTAGE CONTROL WIRE, BUNDLE WIRES AND ATTACH TO PIPE AT 10' INTERVALS 0 PROVIDE/\ 21)' EXPANSION LOOP AT ALL MAINLINE CHANGE IN DIRECTION GREATER THAN 30° r,;\ COMMUNICATION CABLE IN CONDUIT (IF \:;_,/ APPLICABLE) 0 NON-PRESSURE LATERAL PIPING, REFER TO LEGEND ® HARDSCAPE OR STRUCTURE @ RECLAIMED WATER WARNING TAPE, 2 CONTINUOUS LAYERS LOCATED ON MAINLINE AND 12' ABOVE (IF MAINLINE USED WITH REOLAIMED WATER) TOP-MOUNT CONTROLLER NO SCALE I PIPES UNDER PAVING NOSCALE 11 TRENCHING ~. °""""'""'"' ;;;,m;;;;,Afr.,~.a,~"'-"""-,a;-,a,,.:m,.,,:;s,_,,,.,"'=-"'•"'~"'" .. "'""'=w •"'™"'°""''M""'""'-""''"'"'w"""~"'~""'~"'="'~'"''"'~=~,w=o"""•-=-"",a"'•"'•~"'•"""""'""'"''••"'•~"'""""=,-=,--=,,..,.=---' C fu¼iilClin !llll5 WA1£RC:J!j00f<. no. rtt: IWJSTAAT ~ !lllJrffi'C /UT\Jllf S,-0//li Ill Tu:!! WAL IS COl"'tRJG/ilW Ufl).!11111;; LAW (If 111; LIIUlalltlAl;;l,;fllJMYHilT 11'1JW)l'J/Dl0Uf'/'1VJllJlWlia!TFIO'. WATIACCf1CC111 NO SCALE ._\\()SCAP D -~ 0 :J "'"~ ... sign ur• 31 Dae 09 a w I , • I a • OF CM-I INTtGRATION ~iiiiii-D~SIGN STUDIO LANDSCAPf ARCl-llTfCTS 5411 Avenida fncinas, Suite 270 Carlsbad, CA 92008.4560 t 7 60.602.0144 f 7 60.602.0388 P L A N 20Augo7 Rl:VIS 21 Jan 08 28 Febo8 09Aprilo8 D A T E 1st Submittal 0 N S 2nd Submittal 3rd Submittal 4th Submittal DATE ~ --. INITIAL DATE INITIAL DATE INITIAL Project ... ,............................... 06.004 www.lNTE:GRATION-DE:SIGN.com ENGINEER Of WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL W:\IProj11di,;\lnl111ilr1Jli<m Oesign\lo Costa O,;iks2 Rec\WC-la Costa Ooka 0oloils.dv.lil\LI-B\9 Apr 2008 9:111 Alli by; Don foll111;i APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRE;CISI: LOCATION OF PLANTING AR(AS "AS BUILT" LARRY SHEEHAN R.L.A. 3180 DATE EXP. 31 Dec 07 REVIEWED BY: INSPECTOR DATE ~ 8 CITY OF CARLSBAD ~ 1 PLANNING DEPARTMENT LANDSCAPli IRRIGATION DETAILS FOR, LA COST A OAKS NORTH RECREATION CENTER IAPPM~~1 lt-~u.di::: PLANNING OWN BY: PROJECT NO. CHKD BY: CTOS-14 RVWO BY: l>--\-~t. I DATE DRAWING NO. 446-4M W.O. No. 2352-69 BIN, n I i ' ~ ~ • -C.. .3 I - I c0 I I l :J 1 :11111111 SECTION 02810 -IRRIGATION SYSTEM 1. GENERAL a. Permits: Contractor shall obtain and pay far all pennits required for irrigation Installation. b. ManufaGturar's Directions: Manufacturer's directions and detal!ed drawings shall be followed In all cases whera tho manufacturers of articles used In this Conlract furnish directions coverlng points nol shown In the Drawings and Specifications. c. Ordinances and Regulations: 1. Comply with all local, municipal and slate laws, rules and regulations. 2. Conform lo applicable provisions of the latest editions of the Uniform Plumbing Coda, Iha National Electric Code and all codes properly governing the materials and work at lha projecl site. d. Explanation of Drawings: 1. Due lo the ,cal• of the Drawing•. ti ts not possible lo indicate all offsets, fittings, sleeves, etc., which may be required. The Contractor shall carefully Investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittlngs, etc., as may be required to meet such conditions. Drawings are generally diagrammatic and indicatlve of the work to be Installed. The work shall be installed In such a manner as to avoid conflicts between Iha irrigation system, planting, underground utilities, above ground utilities and architectural features. 2. All work celled for on the Drawings by notes or details shall ba furnished and installed whether or nol specifically mentioned In tha Specifications. 3. Tha Contractor shall not willfully Install the Irrigation syslem as shown on the Drawings when it is obvious In the fleld that obslructions, grade differences, ~ discrepancies in area dimensions exist that might not have been considered In engineering. Such obstructions or differences should be brought to tha attention of the Owner·• Authorized Representative. In the event this notification is nol performed, the Contractor shall assume full responsibility for any revision necessary. 2. AS BUil T DRAWINGS a. As-but ti drawings for all projects (bonded and non-bonded, public and private) are required lo be submitted. Submittal of as-built plans shall ba required by the Engineering and Planning Departments. Tha final plans should ba prepared by landscape architect from dimensions provided by the contractor. b. Record accurately on one set of black and white prints Qrrlgalion drawings), an changes in work constllutlng departures from the orlginal contraut: drawfngs. Include changes in both pressure and non-pressure lines. b. Upon completlon of each Increment or work, transfer all such lnfonnation and dimensions to the prints. Record changes and dimensions in a legibls and professional mannar. When the drawings are approved, tho Contractor shall perfonn all final as-built drawings. c. Dimension from two permanent points of refarencs (monuments, sidewalks, curbs, pavement). Record Information on as-built drawings day-to-day as ths work ls installed. All dimensions noted on the drawings shall be 114 inch in size. d. Show dimensional locations and depths of the following: 1. Connection to existing water lines. 2. Conneciion to exisllng electrical power. 3. Point of oonnec,tion -including backflow assembly, basket strainer, masta, varve, flow sensor 4. Gata valves. 5. Routing of sprinkler pressure tines (dimension max. 100' along routing and at each change of direction). 9. Eleolric c:onlrol valves. 7. Routfng of control wiring and flow sensor cable. 8. Quick coupling valves. 9. Sleeves and wira splice boxes 10. Other related equipment as directed by tho Owner's Authorized Representative. e. Maintain as-built drawings on silo al all times f. Final as-built plans shall be drafted to the satisractlon of the City, and the original myters shalt ba submilted to the City for their keeping. g. Final irrigation as-built plans will be required lo be reviewed and approved by the City and final my!ars will ba required to bo approved and signed by tho City prior lo Planning Department signing the parmil card. 3. CONTROLLER CHARTS a. As-built drawings shall ba provided by Iha Contractor prior to the preparation cl the Controller Charts. As-bullts shall be drawn on 3 mll sepia mylar of sama size as construction documents. b. Tha Contractor shall provide two 11 x 17 ootor controller charts for each ccnlroller supplied, showing the area oovered by the automatic oontroller. o, The chart shall be a reproduction of the as-built system drawing. If the ccntrotter sequence is net legible when Iha drawing is reduced, entarga ii to a size that will ba readable when reduced. d. Charts shall ba a photocopy print or computer plot with a different transparent color used to show area of coverage for each staUon. e. When completed and approved, hermetically seat the chart between two pieces of plastic, each piece being a minimum of 10 mils !hick. 4. OPERATION AND MANUALS a. Prepare all required and necessary descriptive material In complete detail and sufficient quantify, pmperly prepared In two lndlvldually bound copies. Desortbe the material installed In sufficient detail to permit quallfled maintenance personnel lo understand. operate and maintain Iha equipment Each manual shall include the following: Index sheel stating oantraclor's address and telephone number. Duration of guarantee period with guarantee forms. 5. SPARE PARTS AND EQUIPMENT a. Prepare and delivar to tha Owner's Authorized representatlva, prior to the slart of maintenance, aU required spare parts, tools and equipment. Spara parts, tools, and equipment shall Include the following par water meter: 1. Operation and maintenance manuals. 2, Automatic oontroller certification tett8f from Authorized WeatherTRAK Distributor for each conlro11er Installed under this contract. 3. Two (2) keys for each automatic controller. 4, Ona (1) set of spacial loots required for removing, disassembling and adjusUng each lypa of sprinkler and valve supplied on this projec-t. S. Two (2) quick coupler keys and matching hose swivel ror each type of quick coupling valve Installed. e. Irrigation oontrolla< manuals. 7. Color-coded controller charts laminated between 2 pieces of 10 mll plastic• Provide two charts for each controller. 8. "As-built" record drawing mytars of Irrigation plans. 9. Completed Irrigation Guarantee Statement. 10. Electric billing information. 11. Water billing and metal' informatlon. ~-QUALIFICATION OF IRRIGATION PERSONNEL A. Contractor and on sita field superintendent shall have the following minimum qualifications: 1. Not lesa than flva years continuous experlenca ln Installation rJ commercial lrrigatlon systems. 2. Upon Owner's request, supply a list of references listing successfully completed oommercial irrigation systems. 8. GUARANTEE a. SubmK written guarantee, In approved rorm, that all work showing defects in materials or workmanship will be repaired or replaced at no cost Ip Iha Builder or Developer contracted with the Landscape Contractor for a period of one (1) year from data of acceptance by Iha Irrigation Consultant. b. The guarantee form shall be written onto ma Contractor's letterhead and contain the following lnfonnalion. (Showa as an example only) Guarantee for Irrigation System La Costa Oakl • North Racreaflon Facility We hereby guarani•• that the /rrlgalion sys/am we have furnished and installed for La Costa Oaks Notlh Recreation Facility, Is free from defects In materials and workmanship, and lh• work has been completed In accordancs with the drawings and specifications, ordinary wear and teat and unusual abusa, ot naglect expected. We agre• to repair or replace any defects in material or workmanship which may develop during the period of one /1) year from data of aoceptanoa and also to repair or replaoe any damage resulting from the repairing or replacing of such defects at no acidiUona/ cost to the Homeowners' Association. Ws shaH mak8 such repairs or replacement, within a roasonalJ!a time. as determined by the Homeowners' A ssocf ation, afler receipt of written notice. In the event of our failure to make such repairs or replacements within a reasonabls time after receipt of such writton notice from the Homeowners' Association, wa authorize them to proceed to have said repairs or replacements made at our expense and we wiU pay for the costs and charges therefore upon demand. Owner. Project Name: ______ _ --------- Landscape AtclJ/tecl: __________ _ Traci Numbar(s) ________ Lot Number(s) ____ _ Signed: __________ Tille: _____ _ Addres!I: ________ _ Telephone: ___ _ Date of Signature: ____ _ PRODUCTS 1. GENERAL PIPING a. Contractor shall be aware of sources of wat8f for each water maier es they may vary within the same project Differing sources of waler may be treated with colored piping system. b. Domestic wat8f pipe (Pressurized malnlln• and laterals) shall ba extruded of an improved P. V. C. virgin pipe compound featuring high impact strength. Confirm lo ASTM 0-1784 or D-2241 lo meet Iha requirements of call classification 12454B for pipe. Compound shall have a 2,000 P. S. I. hydrostatic design stress rating. Pipe shall be white In colo,, o, Recycled waler pipe (Pressurized mainline ard laterals) shaU be ex~udad of an improved P. V. C. virgin pipe compound featuring high Impact strength. Conflnm lo ASHA D-1784 or D-2241 to meet Iha requirements of cell classification 12454B for pipe. Compound shalt have a 2,000 P. S. I. hydrostatic design stress rating. Recycled water pipe shall be color coded purple wilh the words "CAUTION - RECYCLED (or RECLAIMED) WATER" printed in black letters on two sides of the pipe. Type: Pipe: Pacific Plastic,, or approved equal. e. Pipe materials shall be used as follows: 1. Mainlines (pressurized) 1-1/2 Inch and smaller: Schedule 40 salvenl-weld PVC. unless otherwise noted. 2. Mainlines (pressurized) 2 inch through J inch downstream of backflow unit: Class 315 solvent-weld PVC. unless otherwise noted. 3. Lateral tines: Schedule 40 PVC solvent-weld PVC.¾" and above unless otherwise noted. 2. PLASTIC PIPE FITTINGS a. Salvant weld pipe, extruded of an improved PVC. virgin pipe compound featuring high Impact strength. Confirm to ASTl'.t 0-1784 or 0-2241 to meel the requirements of cell classification 12454B ror pipe. Compound shall have a 2,000 P.S.I, hydrostatic design stress raUng. b. Ali pipe and fillings shall bear the following markings: Manufacturer's nema, nominal pipa size, schedule or class, pressure rating P.S.I., NSF, and date of extrusion. o. Mako solvent cement joints for plastic pipe at1d fillings as prescribed by tha manufacturer and shall be tow-voltllta. d. Ali PVC. fittings shall be Schedule 40 PVC. and shall be Injection molded of en approved PVC. fitting compound featuring high tensile strength, high chemical resistance, and high Impact strength. Fittings shall conform lo ASHA D-1784, and meet Iha requirements of cell classiflcalion 12454B. Where threads are required In plastic fittings, these shan be Injection molded also. Type: Spears or approved equal. a. All threaded nipples shall ba standard weight Schedule 80, with molded threads. f. Nipples on pressurized mainline shall be Sch. 80 Thread Ono End (T.O.E.) with tho threaded side attached to the FIPT device and the SLIP end attached to the pressure malnline with a SLIP coupflng. g. Use 314 inch size Teflon tape on all threaded ends. 3. COPPER PIPE AND FITTINGS a. Copper Pipe shall be Type K, hard tampered, ASTM B88, with fillings of wrought solder joint type In accordance with ANSI B16.22. b. Solder joints with silver solder: 45 o/o sliver, 15 o/o copper, 16 % zinc, 24 % cadmium and solidus as 1125 degrees F. and liquids at 1145 degrees F., confanntng to ASHA B206 and FS QQB-655C. Type: Fillings: Nibco or approved equal. 4. BRASS PIPE FITTINGS a. Brass pips shall be 85 % red bras•, American National Standard lnsllluta (ANSI), Schedule 40 screwed pipe. b. Fittings shall ba medium brass, screwed, 125 pound class. 5. SHUT OFF BALL VALVES a. Shut off ball valves shall ba of the brand, size end typo Indicated on the Irrigation plans. Project.................................. 06.004 6. QUICK COUPLING VALVES a. Quick coupler valves shall be of the brand, size and type indicated on the irrigation plans. b. Quick coupler valve shall have a body constructed of red brass with a wall thickness guaranteed to withsland normal working pressure of 150 P.S.I. without leakage, with female threads opening at base. o, Quick coupler valve shall have a hinge cov8f constructed of rad brass with a lealher like vinyl cover bonded to ii In a permanent type of cover. d. Quick couplers used with potable waler shall have vinyl covers yellow In color. Quick couplers used with recycled waler shall have vinyl cover in purple color and shaR utltize an ACME threaded key. a, Quick coupler valve shall be operated only with quick couple, key, designed for that purpose. Quick coupler key is inserted into the valve and a positive, water-tight connection shall be made between coupler key and valve. f. Locate a!I quick coupling valves withira 12 • 18 inch of walks, curbs, header boards, or paved areas where applicable. locate quick coupler valves inside1 shrub and ground caver areas when ever possible. Quick coupling valves shall be installed such that valve top will be 3 inch below the lid of Iha valve box. 7. REMOTE CONTROL VALVES a. Remote control valves shall be of the brand, size and type indicated on Iha irrigation plans. b. Tha remote control valve shall be normally closed 24 VAC solenoid actuated globe pattern, spring loaded diaphragm type. c. The valve shall ba pressure rated up lo 200 P.S.I. d. The valve shall have a 600 pound test fabric reinforced rubber diaphragm assembly with self-cleaning stainless sleel screen. e. The body and bonnet sha!I be piastre and the valve shall have a stainless steal control/ shut--off stem and manual operator. f. The valve shall provide for all internal parts lo be removable from the top without disturbing the valve installation. g. Install valves in planting areas and according to tha construction details. Only one valve per box will be allowed. h. Aligr1 valve boxes at right angles to adjacent hardscape whenever possible. Where several valve boxes are localed In the same area, arrange them in a uniform and orderly fashion. I. When grouped together, allow a minimum of 12 inches between valves. The valves shall be installed in valve boxes whfch wlll have enough room on all sldas of the valves to allQW repair personnel to completely reconstruct the valves without removing the valve box. 8. CONTROLLER SA TE LUTES a. All malarlals furnished and installed shall ba new and shall conform to manuracturar's Installation instructions and these specifications. b. Controllers shall be of the brand, size and type indicated on the irrigation plans. o. The controller shall ba inslall&d in a stainless steel controller assembly as manufactured by Hydrascape Products who shall provide the owner witll a written 5 year Limiled Warranty on each oompleta assembly and a "Certificate of Compliance• cerlifylng that each assembly has bean properly Installed an Iha project site. d. All irrigation oontrotler and accessory project, as specified, shall be installed ia Strongbox front mount stainless steal enclosures. e. The controller assembly shall be of a vandal resistant and waatha, resistant nature manufactured entirety of 304 grade stainless steal. f. The main housing door shall ba louvered al the bottom and equipped with a tear drop shaped, hollow canter thermoplastic door seal. g, Filler screen shaH cover all louvers to defiecl against waler spray, Insects and dust h. The above described product shall be a NEMA 3R Rainproof Enclosure as listed by Underwriter Laboratories, Inc. 9. FLOW SENSOR INTERCONNECT a The flow sensor wire shall be RAINMASTER EV-CAB-SEN b. Flow sensor wire may be extended to a maximum distance of 2000 ft. from lha location at the assembly to which II ls connected. Wire shall be lnslallad in a 1-1/4 In. UL-listed Schedula 40 conduit. c. Provide a separate flow sensor cable from each flow sensa-to its respecllve designalad conlroller. 10. WIRE SPLICES a. Conductors shall be installed with no underground splices, unless absolutely necessary and unavoidable. Any and all underground splices that are required lo be made, must be approved by the Irrigation Consultant, and shall be placed in a suitable type valve box for easy access. b. All wire splice boxes shall be noted on the irrigation as-built drawings. 11. LOW VOLTAGE CONTROL WIRING a. Connections between the controller and remote control valves shall be made with direct burlal UF type1 wire, installed In accordance with valve manufacturer's wire chart and specifications. b. Wire shall be soft drawn bare copper meeting the requirements of ASTM specification 8-3 or B-8 10"C T60"C, c. Wire shield shall be Polyvinyl chloride, 60'C rated confonntng to UL Standards 493 and 83. d. Shield shall be surface marked with Paige-Electric, voltage rating, size and type, and UL flla number a. All cables shall be tested physically and electrically In acoordance with UL Standard 493, and 83 (paragrahs 28.1, 29.1 and 29.2). All reels and cartons shall bear UL labels f. Wiring shall ba Installed adjacent to the mainline whenever possible and shall never ba Installed above or below the pipe, g. Where more than one wire is placed In a trench, Iha wiring shall ba taped together using black electrical tape al I ntervats of 1 O feet. Type: Paige 7001-D h. All splice• shall be made using seated waterproof connectors. I. An expansion curt shall ba provided al all directional changes. Expansion curls shall be sufficient length al each splice oonnection al each electric control valve, so that in case of repair, the valve bonnet may be brought lo the surface without disconnecting the oontrol wires. J. Control wires shall ba laid loosely in the trench without stress or stretching cA control wire conductort!I. A two (2) foot expansion loop shall be localed every 100 feet on continuous wire rune. k. Sizing of the lead wire shall be in accordance with irrigation drawings and manufacturer's recommendatlons1 In no case shall the thickness of the wire ba less than #14 AWG. I. All leads wires to be #14 AWG m. All common wire shall be #12 AWO. n. Use continuous wire betweera controller and remote control valves. Under no circumstances shall splices exist without prior approval. Any splices allowed shall be installed in a labeled pull box. o. All control wires shall be uniform irl color. When mare than one conlrollar is installed use e different color wire for each controller. p. All common wires and only common wires shall be white in color. When more than one controller is Installed use white colored wire with a different color stripe for each oontro!!er. Greer1 color shall not be used except for ground wire, Color of Iha stripe shall match Iha color of Iha control wire. APPROVE:D ~OR PLANTING AND IRRIGATION ONLY, INCLUDING PRt;CIS!; LOCATION 0~ PLANTING AR~S 13. VALVE BOXES a. Valve boxes shall be used as durable, rigid enclosures for valves or other Irrigation system components requiring subsurface protection for installation or malnlenance. I>. Toa valve box shall Ila mada of structural foam HOPE resin Iha! is resistant to UV light, wealher, moislura, and chemical action of soils. c. The standard reclangular body shall have knock-outs molded into the sides that can be readily removed. The knock-outs shall remain an integral part of the body unless removed to run pipes or wires through the valve box. d. The valve box shall have corrugated sides. e. Ractangular valve boxes shall have a grooved feature on one side, just below the lid al the top of Iha box, for inserting a shovel blade or other prying tool to provide easy lid removal. This is user~ following compaction of the surrounding soil or after the eventual accumulation <i thatch ovrx the valve box. f. There shall be no hole In the valve box lid unless the bolt-hole knock-out is removedln order to use the locking bolt. lids shall have beveled edges to minimize potential damage from lawn equipment g. Lids shall be clearly marked with the words "Irrigation Control Valve' molded onto Iha top. Lids shall have a marking area measuring at least 6" by 2' that is suitable for branding or olher means of identification. h. The locking bot~ washer, and clip shall be made of slainless steel. I. Valve box types and sizes shall be furnished and installed per the Irrigation legends and detans. j. The color of the Valve boxes and covers shall be as indicaled in the Irrigation legend. k. Identification letters or numbers shall be 2 inch high and heat branded onto the box cover. Identification shall be as indicated on the detail drawings. I. Heat branding shall ba accomplished using branding irons specifJCally designed for this purpose. Heat branding shall not weaken or in any way puncture Iha valve box cover. 14. SPRINKLER HEADS a. Full circle, part circle pressure regulating spray heads and built-in check valve sprinkler heads: 1. The sprinkler body, stem nozzle and screen shall be constructed <i heavy duty plastic. 2. The sealing device shall create no more that one (1) PSI pressure drop al maximum rated pressure and flow. 3. The sprinkler shall have a strong stainless steel retract spring for positive pop-down. Pop-up height shall be as indicated on Iha irrigation drawings and no less than 6 Inches. 4. The sprinkler shall have a screen under the nozzle lo protect It from clogging and for easy removal for cleaning and flushing system. 5. The sprinkler shall ba equipped with a built in pressure regulating device capable of regulating an inlet pressure of 35 • 70 PSI to 30 PSI for proper operation of Iha spray head. The pressure regulating device shall be constructed of stainless sleel springs and heavy duty plaslic parts. 6. Pop-up sprinklers shall be equipped with a buill in anti-drain valve capable <i holding water within the sprinkler head from up to 8 feet of elevation change. The check valve equipped pop-up sprinkler shall be idenlified on the cap as being so equipped. 7. The sprinkler shall have a matched precipitation rate (MPR) plastic nozzle with an adjusling screw capable ol regulating the radius and flow. 8. MPR nozzles -The plastic nozzles shall have malched precipitation rates across sets (8 feet, 1 O feel, 12 feet, 15 feet). The spray nozzles shall have female lhread configuration for use on the 1800 series sprinkler and the PA-8S plastic shrub adapter. Type: Pop-up: Rain Bird 1800-SAM-PRS series b. Full circle or part circle arc medium range rotor sprinkler: 1. The sprinkler shall have radius adjustment capabllltles by means of a stainless-steel nozzle retainer/radius adjustment screw. 2. The sprinkler shall have a FloStop 1• feature that will enable the user to stop the water flow through an individual sprinkler head. 3. The sprinkler shall be available in bolh full-circla and adjustable part-circle configurations. The adjustable part circle unit shall ba minutely adjustable from 40' to 360'. The adjustable unil shall be adjustable in all phases of installation (i.e., before inslallafJOn, after installation while static, and after installation while in operation). 4. The sprinkler shall have a minimum of 4-inch (1 O cm) pop-up stroke to bring the rotafing nozzle turret into a clean environment. The sprinkler shall be available as an aboveground shrub head (1-10), a 6-inch (15cm) pop-up (l-20-6P), and as a 12-lnch (30cm) pop-up (1-20-HP). The sprinkler shall have a rubber cover firmly attached lo the top of the sprinkler riser. When specified, the sprinkler shall have a cover molded of purple Alcryn rubber to lndlcala the use of reclaimed waler. The sprinkler shall be equipped with a drain check valve to prevent low head drainage, and be capable of checking up lo 10 feet (3.0 m) in elevation change. 5, The sprinkler shall be serviceable after Installation in the field by unscrewing the body cap, removing Iha riser assembly, and extracting the Inlet filter screen. 6. The body and riser of the sprinkler shall be constructed of corrosion resistant, Impact resistant, heavy-duty A.B.S. II shall have a stainless sleel spring for positlve retraction of the riser when irrigallon is complele. When specified, the 4 and 6-inch models shall have Iha riser and nozzle-lurrel assembly encased in stainless steel. The sprinkler shall carry a five-year, exchange warranty (nol proraled). 15. CHECK VALVES a. Provide check valves and/or anti-drain valves as may be required by the Irrigation Consultant to prevent drainage of irrigation water from sprinkler system due to changes in elevation. b. Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread Inlet and outlet lnlernal parts shall be stainless steel and neoprene. Anti-drain valve shall be field adjustable against drawout from 4 to 32 feet of head. Types: Hunter HCV or approved equal "AS BUILT" LARRY SHEEHAN R.L.A. 3180 EXP. 31 Dec 07 REVIEWED BY: INSPECTOR DATE DATE INT!;:GRATION P L A N [.ii iiiiiiiii 2OAugo7 D A T I: 1st Submittal 1---+--+------------+---+----+--+----1~ CITY OF CARLSBAD ~ ~~====~===::PLA:::::::NN::t::NG::::::D::E::PA::R::TM:::E:::N::T===::::..:~===: LANDSCAPE IRRIGATION SPECIFICATIONS FOR, D~SIGN STUDIO LANDSCAPI: ARCl-llTl:CTS 5411 Avenida Encinas, Suite 270 Carlsbad, CA 92008.4380 I 760.602.0144 I 7 60.602.0389 www.lNTEGRATION-DESIGN.com A E; V S 21 Jano8 28 Febo8 09 April 08 0 N S 2nd Submittal 3rd Submittal 4th Submittal ----··--·-1---------1--------------------1------"'----'----l...---1 DATE IHITIAL DATE INITIAL DATE INITIAL [NGIH[[R Of WORI REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LA COST A OAKS NORTH RE:CRE:ATION CE:NTE:R IAPPR,~ll Cr-i,11-oit i,'.-%-->t.. I PLANNING DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: CTOS-14 446-4M RVWD BY: °' I -L------------------------------------------------------------::,:-,:--:--;7,".,--C'"'"':C""."":-:-""'.C"".""-:-:'"::--=-:-c'.':'"-:--:-~::-:-:-,-,..,..,,-,-:--:---:-:-~-------------------------------------------------_J...J W.\lPmjech;\ln!eyrullon Oc:ilg11\La Costa Oaks2 Rec\'NC-La Costa Ookll Ddolts.dwc.i\U-9\9 Apr 2008 9:13 m by: Dan To11ha W.O. No. 2352-69 BIN, n I . , i 16. FLOWSENSOR a. An irrigation main-line flow sensor shall be installed in accord with Drawings. Sae Drawings for location. Contractor shalt be responsible for Iha installation, hook-ups, materials, components, connections, etc., of Iha flow sensors for Iha complete automatic operation of the system. ll. The now sensor shall be manufactured by Data Industrial Company. Install as recommended by Iha manufacturer and as detailed. c. Use Data Industrial 220B brass tea mounted flow sensor for sizes 1' through 1-114" d. Use Data Industrial IR-220P plastic tea mounted flow sensor for sizes 1-1/2' through 4' as noted on Iha drawings. a. All splices shall be performed in a dry splice type connected with an empty tube and gel pack tube of sealant 17. BOOSTER PUMP• Refer to booster pump specifications if applicable. 19. MISCELLANEOUS EQUIPMENT a. Thrust Blocks: Thrust blocking shall be used on all gaskeled type mainline. Thrust blocks shall be minimum 1 cubic foot of 470-C-2000 type 5 concrete. All PVC pipe fittings shall be wrapped with black plastic tape prior to Installation of thrust blocks. b. Gravel: All gravel used In valve boxes shall be washed crushed gravel of approximately 314 Inch size. No pea gravel shall be used. c. J-hooks: All pipe Installed on grade shall be secured to Iha ground surface using #4 x 18 inch rebar J-hooks. J-hooks are to be Installed a minimum of 8 feet on center and as indicated on Iha Irrigation drawings. d. Stabilizing Rods: All assemblies requiring stabilization shall be equipped wilh #4 x 30 inch rebar stabilizer rods., Quantity of stabilizing rods shall be as inrncated on lhe detaH drawings. e. Sprinkler Tles: All assemblies requiring stabilizatio11 shall be equipped with stainless steal twist wire Installed with twist tool par detail. The sprinkler lie shall be constructed from slainless steal and formed in a circle on each end and covered with ultraviolet Inhibited vinyl lubing. Strongbox ST9 series f. ldentincatlon tags with numbers are required on all valves. Type: Christy Tags (yellow background wilh black lettering) g. Swing Joint Assemblies: All sprinklers shell be Installed with triple swing joints. Assembly shall be sized per the sprinkler Inlet, wllh a 6 Inch minimum lay length. 112" swing joints shall be made wilh marlex street ells. 3/4' and larger swing Joints shall be made with Sch. 40 PVC street ells. EXECUTION 1. INSPECTION SCHEDULE a. Contractor Is responsible for notifying tho Irrigation Consultanl 48 hours In advance for on-site meetings and observations. b. As-bulll drawings must be submitted to the Irrigation Consultant for approval prior lo site lnspactlon; no Inspection wlll commence without as-built drawing approval. o. When performing Iha irrlgallon coverage test, the contractor shall be responsible for having a two-way communication system or sufficient personnel, so that the directions from Iha inspection area to the oontroller of the system can be readily aocompllshed. 2. WATERSUPPLY a. Utlllza water meter and provide oonnections to backnow prevention unit per the irrigation drawings and details. b. Connections to the exisUng waler meter shall ba at the approximate locations shown on Iha drawings. Minor changes caused by actual site conditions shall be made without additional cost to Owner. a. Any R.P. backflow prevention unit shall be tested by a certified backfiow prevention technician and its operation certified in writing. Landscape Contractor is to arrange and pay for an testing and certification fees. The orlglnal written certification of Iha backflow prevention unit is ta be submitted lo Iha Irrigation Consultanl 3. LAYOUT a. Lay out Irrigation heads and make any minor adJustments required duo to differences between site and tho drawings. Any such deviations in layout shall be within the Intent of tho original drawings and approved by the Irrigation Consultant. b. Lay out all irrigation equipment using an approved staking method, and maintain the staking of approved layout c. All layouls In deviation of the design Inion! shall be approved by the Irrigation Consullant prior to equipment Installation. d. Beforo starting work on Irrigation system. determine that worl< may proceed wilhout disruption of acUvltles at other trades. e. The conlraclor shall carefully check grades to ensure lhat the area Is safe lo beg/11 work. f. Contractor Is responsible for laklng all reasonable ln>Je:stigatlva actions and precautions, when working around any utility system. Underground Service Alert shaU be utilized where possible. g. Contractor shall be responsible for verification of site conditions and minor revisions as approved by tha trrlgalton Consultant to Insure 1 DO% Irrigation coverage In all areas. 4. ASSEMBLIES a. Routing of Irrigation lines as indicaled on drawings Is diagremmallo. Install fines (and varlous assemblies) to conform ta details on plans. Whenever possible, place all Irrigation gata valves, remote control valves, quick couplers, pull boxes, eta. In the shrub planting areas. lrr1gatlon elements drawn In hardscape areas on the plans are for graphic: clarity only and Intended to be placed In shrub planting areas. b. Oo not Install multiple assemblies on plasllc lines. Provlda each assembly with its own outlet o. Install all assemblies specified herein according to the respective detail drawings or specifications, using the best standard practices with prior approval. d. Assemble brass pipe/ fittings and plastic pipe/ threaded fittings, using Teflon tape applied to the male threads only. e. Install concrete thrusl blocking per detail on all mainline where change In dlrecllon occurs per City of Carlsbad requirement. 5. LINE CLEARANCE a. All lines shall have a minimum clearance of 4 Inches from each other and 24 inches from lines of other lrades. b. Do not Install parallel lines dlrectly over one another. 8. TRENCHING a. Dig trenches and support pipe continuously on bottom of trench. Lay pipe to an even grada. Plpa shall be snaked from side to side to allow for expansion and contraction. Trenching excavation shall follow !ayout Indicated and as noted. b. Refer to details for trenching and pipe installation under paving dimensions. 7. BACKFILLING a. Initial backfill on all lines shall be of a flne granular material, not larger than 112 inch diameter. b. Compact backfill to dry density equal to 95% oompacllon, conforming to adJacent grades without dips, sunken areas, humps, or other irregularities. c. In appropriate types of soil, the Irrigation Consullenl may authorlze Iha use of flooding in lieu of lamping. d. Under no circumstances shall vehicle wheels be used for oompacting soil. e. Provide sand backfill a minimum of 4 Inches over and under all piping under paved areas, and ii minimum of 2 Inches on all other piping. f. If settlement occurs and subsequent ad]ustmenls In pipe, valves, irrigaUon heads, turf' or other plantings, or other construction ara necessary, the contractor shall make all required adjustments without cost to the Owner. 8. FLUSHING THE SYSTEM a. After all lrrlgatlan plpd llnas and risers are In place and connactod, and prior lo installation of irrigation heads, tho control valves shall be opened and a full head of water used to flush out tho syslem. b. Sprinkler heads shall be Installed only after flushing of the system has been accomplished lo the complela satisfaction of the Irrigation Consultant. 9. UNDER EXISTING ANO/OR PROPOSED PAVEMENT: a. Trenches located under areas where paving, asphaltic concrete or concrete will be installed shall be backfilled wilh sand and compacted in layer,, lo 95 % compaction, using manual or mechanical tamping devices. Trenches for piping shall be compacled lo equal lhe compaction of Iha existing adJacent undisturbed soil and shall be left in flush with Iha adjoining grade. The irrigation contractor shall set in place, cap and pressure lest all piping under paving prior to paving work. b. Plping under exisling pavement may be installed by jacking, boring, or hydraulic driving. However, no hydraulic driving wlll be permitted under asphalt paving. a. Provide a minimum cover of 18 inches between the top of the pipe and the bottom non-pressure piping (laterals) installed under asphaltic concrete paving. d. Sleeves shall be two times the diameter of lateral line, mainline, and wire bundle size, and a minimum of 2 inch size. Install separale sleeves for each use. e. Under public roads, all mainlines and lateral piping must have a minimum cover of 36 Inches from Iha lop of the pipe to Iha bottom of aggregate base or per local code. f. Secure permission from the Irrigation Consultant before cutting or breaking existing pavement. All necessary repairs and replacements shall be approved by the Irrigation Consultant and Owner at no additional cosl lo the Owner. 10. CONTROLLER a. Tha contractor shall install a new controller as speciMed on the Irrigation drawings. b. Controller shall be Installed In the locations Indicated on the Irrigation drawings and approved by the Irrigation Consultant c. Contractor shall install separate sleeve conduits for phone line, control wlrtng, ground wire and electrical power wires as required. d. Controller shall be Installed In shrub areas only. e. Install controller par local electrical code. 11. IRRIGATION HEADS a. Install Irrigation heads as Indicated on the irrigation drawings. b. Spacing of heads shall not exceed Iha maximum Indicated. In no casa shall the spacing exceed the maximum recommended by the manufac..1urer. c. Heads along curbs, walks, paving. ale .• shall be placed 1/2 Inch above finish grade. d, Final sprinkler head heights shall be as indicated on the irrigation delaH drawings. All sprinkler heads Installed adjacent to hardscape features shall be located min. 4 inches off tha adga of the hardscapa feature for tulf and 6 inches for shrub heads. e. All irrigation heads shall be set perpendicular to finish grades unless otherwise Indicated on Iha plans. 12. ADJUSTING THE SYSTEM a. The contractor shall flush and adjust all Irrigation heads and valves for optimum performance and to ellmlnata over spray onto walks. roadways, buildings, wall• and other structures. b. If II is determined thal adjustments in Iha irrigallon equipment or nozzle changes will provide proper and more adequate coverage, make all such changes or make arrangements with the manufacturer and Irrigation Consultant to have adjustments made, prior to any planllng. 13. COVERAGE TEST a. When the Irrigation system Is compleled, perform a ooverage lest In the presence of the Irrigation Consultant to determine if the waler ooverage for turf, planting and slope areas Is oomplela and adequate. b. Coverage must be 100 % head-to-head end accepted by the Irrigation Consullant furnish aH malerlals and perform all work required to correct any Inadequacies of coverago due to deviations from the plans or where the system ha1 been willfully Installed as indicated in the drav.ings, when it is obviously inadequate or inappropriate, without bringing this to the aUentio11 of tha Irrigation Consultant. This test shall be accompllshed before any planl material Is planted (excludlng trees). 16. TESTS a. All piping under paved areas shall bo tested under a hydrostalic pressure of 150 PSI and approved watertight, prior to the paving operation. Maka hydrostatic tests only 111 the presence cA the Irrigation Consultant and Water District Inspector. No pipe shall ba backfilled untll It has been Inspected, tested, and approved In writing. Allow 48 houri lead time for pressure testing inspecllons. b, Furnish necessary force pump and all other test equipment c. Tast all pressure mainlines undet a hydroslalic pressure of 150 PSI for a period of fol.I' hours. d. All testing shall be approved prior to Iha installation of remote control valves, quick oouplers, or other valve assemblies. 17. MAINTENANCE a. The enllre Irrigation syslem shall be under full automatic operation for a period of seven days prior to any planting or hydroseedlng (excluding trees). 18. COMPLETION CLEANING: a. Upo11 complellon of the work, make ground surfaco-le>Jal, remove excess materials, rubbish, debris, etc., and remove oonstruction and installatioo equipment frorn the premises. ENO DP SECTION Project .•. ,-............................. 06.004 INT~GRATION ~ iiiiiiiiiii DE;SIGN STUDIO LANDSCADI: ARCHITl:CTS 5411 Avenida lancinas,Suita 270 Carlsbad, CA 92008.4360 I 760.602.0144 f 760.602.0388 www.l NTE:GRA TION-DE:SIGN.,om P L A N 20Augo7 R E; V S 21 Jan 08 28 Febo8 09Aprilo8 D A T I: 1st Submittal 0 N S 2nd Submittal 3rd Submittal 4th Submittal APPROV~D !=OR PLANTING AND IRRIGATION ONLY, INCLUDING PRE;CIS!;; LOCATION Or: PLANTING ARJ;:AS "AS BUILT" LARRY SHEEHAN R.L.A. 3180 EXP. 31 Dec 07 DATE REVIEWED BY: INSPECTOR DATE 1-----------+--+----------+---+---+--+----------i ~ CI TY OF CAR LS BAD ~ ~~===--'===:::P:::::LA=N:::Nl:::N:::G:::D:::E::P::::AR:::T:::M:::E::::NT:::::==:::'._::~==~ LANDSCAPE IRRIGATION SPE:CIFICA TIONS FOR, LA COST A OAKS NORTH Al:CAl:ATION Cl:NTl:A I AP,!.OY-jD I I ~~ j Cr· ~~\-olt: ,;.'-\,.c,~ 1------l---:=================================:=====~=====:====~=====: ~P:::LAN:::::::N:::l:::NG:::====;--,::==========::;-;:_.=-=-=-=-=~-D:::A_l:::E=;· DWH BY,____ PROJECT NO. DRAWING NO. CHKD BY: ___ , CT05-14 446-4M RVWD BY, DATE INITIAL ENGINEER or WOR REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL W.\IProJecfo\lnlegrolion Deaign\La Costa Ooks2 R~\WC la Ca~lo Dab Od!or!s.d""~\U-10\9 Apr 2008 9:17 /vJ. b)': l'lan Tallha W.O. No. 2352-69 BIN, i I I I I I ' I ' I ' ' I l ' l i I I I I l i ' I I I I ! ..r: ' I ' -C: l ' l ~ I ' I I -.c:. ' I I .31 ' l I ~ I 0 ' I ~ ' (>& I -I ' ! 0 .-I -_J 111111 ,,,,,_ I \ I I \ ..... ..... ..... .... SE, LAN SCAP!i Pl.ANS BY GILLE PIE, MOODY, PATT RSON. JNC. DRAWi G • 429-7M ............... ..... ..... ..... ..... SE:!; SI-IE:E:T LP-5 f'.OR PLANTING DI.TAILS SE:!; SI-IE:1:TS LP-6 TI-IRU LP-7 f'.OR PLANTINGSPE:Clf'.ICATIONS ROOT BARRIER (TYPJ-ALL TREES WITHIN 8' OF ANY IMPROVEMENT SUCH ASA WALK, WALL.CURB, £TC SHALL BE INSTALLED Wllll ROOT BARRIERS-SEE SPECIFICATIONS FOR TYPE AND SEE DH AIL C/ SHEET LP-9. ROOT BARRIERS SHALL RUN ALONG lllE CURB AND SIDE WALK FOR A MINIMUM OF 8' IN EITHER DIRECTION FOR A TOTAL OF 16 LINEAR FEET MINIMUM --- 0 II II // II // I NOTE. 1, PRIOR TO BEGINNING LANDSCAPE WORK CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT TO REVIEW PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDING!. Y TO FULLY SCREEN ALL UTLITIES FROM VIEW. 2. ALL Pl.ANTING AREAS TO SLOP!i 2')g MINIMUM FROM srnucTURES. SEE PRECISE GRADING PLANS FOR SITE DRAINAGE INFORMATION, 3. WHER!i TREES ARE PLANTED ON SLOPES, THE REAR OF THE PLANTING PIT SHALL BE GRADED TO A MAXIMUM OF 1,1 SLOPE. INSTALL EROSION CONTROL FABRIC ON THE SLOPE AREAS WHEHE THIS OCCURS. INTl:GRATION P L A N D A T i;: ~ .... -DE:: SIGN STUDIO LANDSCAPE ARCI-UT~CTS 5411 Avenida ~ncinas, Suil9 270 Carlsbad, CA 92008.4380 t 760.602.0144 I 760.602.0589 20Augo7 21 Jan 08 28 f'.eb 08 9Apro8 1st Submittal 0 N S 2nd Submittal 3rd Submittal 4th Submittal DATE INITIAL ~--SEE LANDSCAPE PLANS BY GILLESPIE, MOODY, PATTERSON, !Ne. DRAWING• 429-7M APPllOVE:D FOR PLANTING AND IRRIGATION ONLY, INCLUDING Pll~CIS!; LOCATION OF PLANTING ARE:AS LC-2, U-2, LTP-2, & LSP-2 LC 1, U-1, LTP-1, & LSP-1 Ki;YMAP SEE SHEETS LC-3, U-3, L TP-3, & LSP-3 N.T.S TRI:!: Ll:Gl:ND SYMBOL SIZ!i ~0 36'Box ~ 36"Box 0 24•B0x ~ 24'Box 0 36'Box 0 24'Box 0 24'Box QTY, BOTANICAL NAM!i 10 Lagentromla indica 'Natchel' Leptospermum laevigatum 5 Pinua lo1Teyona Pfotanua racemosa Padocarpua graciliar Populua nlgra ')tailed Quercua agrifolia VIN~/~SPALl~R L~GE:ND SYMBOL SIZE QTY, 0 15Gal • 15Gal GROUNDCOVl:RL~G~ND SYMBOL BOTANICAL NAM& Diatictia 'Rivera• Dlsttctla 'Rivera' NAME Ma,alhon IIETurf I-IYDROS~~D -WHERE REQUIRED (SEE LP-11) COMMON NAME Crape Myrtlo Austrahan Tea Tree Torrey Pine Callfornlo Sycamor• ram Pine Lombardy Poplar Coast Liva Oak COMMON NAM& LavendarTrumpet Vln• Lavandar Trumpet Vin■ MIX POUNDS/ACR& MINIMUM llo PURITV/GrnMINATION Alyssum 'Carpet of Soow' Alyuum 'Royal Carpet' NOTE:1 3 3 98/80 98/80 SPECIFICATIONS Ri;MARKS (Ill X Width) Standard 10'. 4' Multl-Tnmk 8'x6' Sbmdw-d 7x4' Multi-Trunk Vx-4' SU!ndard 10'. 4' Multl--Trunlc Vx$ Low Branch 7x4' Ri;MARKS SPECIFICATIONS (Hl X Width) Vino fx-4' Vina 61 x369 I, ALL PLANT MATERIAL DESIGNATED WITH (• .. ) SJ.lALL BE PLANTED WITH THE ACID LOVING PLANT BACK Fill MIX (SEE PLANTING SPECIACA TIONS) SHEET LP-11 FOR ANY GROUND COVER REQUIREMENTS. 2. THE RESULTS ANO RECOMMENDATIONS OF THE SOILS TESTING LABO RA TORY SHALL Bli SUBMITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME A PART OF THE APPROVED PLANS. 3. FOR PLANTING ON SLOPES, S" CITY OF CARLSBAD SLOPE REVEGETATION STANDARDS ON SHEET LP-lt ,t. WHERE GROUND COVER JS REQUIRED PER SLOPE REVEGETATION STANDARDS. INSTALL LYSIMACHIA NUMMULARIA FROM FLATS ATl2' O.C. ~ CITY OF CARLSBAD ~ l PLANNING DEPARTMENT 1 LANDSCAP, TREi;. VINE, & GROUNDCOVER PLANTING PLANS FOR, LA COST A OAKS NORTH RECREATION CENTER :PLANNING IAPM~~ 4· M:o-H:: <)-~<!'b I DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: I I I r,1 I t I -t:. .3 N - - L-------------------------------------------◊---5-_1_◊ ____ 2◊ _____ P_,o_J_e_ct_ ... _ ... _ ... _ ... _ ... _ ... _ ... _ ... _ ... _ ... _ .... -;;o::;6;;;;.00;--;;-4-;;--;;-;-;,ww-;;w-;:.l-;;N.;;T;-:E:;;;G;--R~A-;;T:;IO;::-;;:N:;::-:-;D;:::E::;;:S.;;IG:::N::.::-,o-;:;m:::-;-;=-;;:;-==-;--;;;=-;;-;-;~;;:;-;;-;;:;:;-;;;;-;:-:--;;:;:------------------------------------------------:--~-:--------:-:--'~ Z:\200(1 PR OJ EC T ~\Ot!.004 lo Co~lo Oak1 Narth\Orawing files\CO\PLTGT.dw<,;1\lTP-I (SHEET 21)\18 Mar 2008 5:4J PU by: i<ari W,O, No, 2352-69 j J CT05-14 446-4M REVISION DESCRIPTION CITY APPROVAL RVWD BY: ENGINEER OF WOR OTHER APPROVAL BIN, ':~1■111 APPROVE:D !=Oil PLANTING AND IRRIGATION ONL V, INCLUDING .,/lf:CISE: LOCATION OF PLANTING AR£AS r, I MATCHLINE -Stf Sl-lfl:T LTP-3 \ \ ~ '---~ ~--:, SH,SHEETS " LC-4, IJ-4, L TP-4, & LSP-4 LC-2, IJ-2, LTP-2, & LSP-2 SEE SHEETS LC 1, Ll-1, LTP-1,& LSP-1 K~YMAP TRE:I: LEGEND -' SE!, SHEETS LC-3, Ll-3, LTP-3, & LSP-3 ' ' ' .... ' 1/ N.T.S SYMBOL SIZ& QTY. BOTANICALNAM& ~ f!) 56' Box "W. 36"Boa 0 24'Box ~ 24'Box 0 51/Box 0 0, 24'Box 24· Box 2 13 2 VINl:/1:SPALIJ.:R LEGEND SYMBOL SIZ& QTY. 0 15Gal 5 e 15Gal GROUNDCOVJ.:RLJ.:G~ND SYMBOL lag,entromia indica 'Ncitchei' Laptospermum lae11lgofum Plnu1 to.-revana Plulcmu1 rac11111n0$ll Podo:>earpu1 gracilior Popu!vs nigra 'llalico' Quarcu1 agrifolia BOTANICAL NAM& Dlstidla 'River,' Dialidi1 'Rivara' NAMli Marathon lllii Turf '~ ' " '~, \ \ \' COMMON NAM, Cnlp• Myrtia Auatrahan Tea TrH Torrey Pin• Californla Sycamore rarnPina Lombardy Poplar Coa~t Liva Ouk COMMON NAME \ \ laveridar T rumpal Vine Lavenclar Trump el Vin■ \ \ ~~DSCAPG PLANS BY GILlESl1)E, MOODY, PA TTERSO INC. DRAWING• 42 M \ SPECIFICATIONS REMARKS (HlX Width) Standard 10' x4' MulU~Tnmk Wx 6' Standard 7x4' MulU.-Trunk Vx-f Standard 10' X ,f MulU-Trunk '1x3' Low Branch 7,4' REMARKS SPEClflCA TIONS (Ill X Width) Vin■ fx4' Vin■ FJ'x36• EELANDSC NS Y GILLESPIE, ~ PATTERSO DRAWING• ,1 NOTE. ~ / / . : . . . . . 1. PRIOR TO BEGINNING LANDSCAPE WORK . CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT TO REVIEW PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO l'ULLV SCREEN ALL UTLITIES FROM VIEW. 2. ALL PLANTING AREAS TO SLOPE 2% MINIMUM FROM STRUCTURES. SEE PRECISE GRADING PLANS FOR SIT& DRAINAGE INFORMATION. 3. WHERE TREES ARE PLANTED ON SLOPES, THE REAR OF THE Pl.ANTING PIT SHALL BE GRADED TO A MAXIMUM OF 1,1 SLOPE. INSTALL EROSION CONTROL FABRIC ON THE SLOPE AREAS WHERE THIS OCCURS. • - _I SJ.:I: s1-1i;:i;:r LP-5 l=OR PLANTING D!;TAILS I I SEI: S1-11.:~TS LP-6 THRU LP-7 !=OR PLANTING SPECll=ICA TIONS I I I I ' ' i I ' ' i ~s~ I MIX 1-lYDROSEED -WI IEAE R[QUIR[D (SEE LP-Ill POUNDS/ACRI, MINIMUM l£ PURITY /GERMINATION INTE;:GRATION ~----P L A N D A T I: ~ CITY OF CARLSBAD ~ 2 l ] 3 20Augo7 1st Submittal PLANNING DEPARTMENT LANDSCAPE TREE, VINE. & GROUNDCOVER PLANTING PLANS l'OR, Ill !j ~ -.J ~i~ur, ll1 NOTE. 31 :le 09 j' tn w a L ALL PLANT MATERIAL DESIGNATED WITH('"") SHALL BE Pl.ANTED WITI-I Tl-IE ACID LOVING PLANT BACK FILL MIX(SEE PLANTING SPECIFICATIONS) 5411 Avenida Encinas, Suite 270 21 Jan 08 2nd Submittal sHEET LP-11 roA ANv GROUND covrn RE9u1REMENTs. c I b d CA 8 F b 8 d s b ·u I I Afyssum 'Carpel of Snow' Alyssum •noyal Carpet' 96/SO 98/SO D!;SIGN STUDIO LANDSCAPI: ARCHITl:CTS R I: V S 0 N S LA COST A OAKS NORTH RECREATION CENTER IAPPff--Xd ?~-e~ I 2. THERESULTSANDAECOMMENDATIONSOFTHESOILSTESTINGLABORATORVSHALLBESUBMITTEDTOANDAPPROVEDBVTHECITY, THli ars a, 92008.4380 2 e O 3r u m, a ! APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO Tl-IE LANDSCAPE PLANS PRIOR TO Tl-IE START 0~ ~ "/; OF c,0.1.1\ 9 Apr 08 4th SubmiUal CONSTRUCTION AND SHALL BECOME A PART OF Tl-Ii APPROVED Pl.ANS. t 760,602,0144 I <-r-~H~tt PLANNING DATE l. FOA PLANTING ON SLOPES, SEE CITY OF CARLSBAD SLOPE REVEGET AT!ON ST ANDAROS ON SHEET LP-lL f 760.602.0386 NI ,4. WHERE GROUND COVER 1$ REQUIRED PER SLOPE REVEGETATION STANDARDS, INSTALL LVSIMACHIA NUMMULARIAFROM FLATS AT 12' O.C. 1 DWN BY: PROJCCT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL C.HKD BY: CT05-14 446-4M REVISION DESCRIPTION ENGINEER or WOR OTHER APPROVAL CITY APPROVAL RVWD BY: ( I L_ ______________________________________________ o ___ s ___ 10 _____ 2_o _____ P_ro_l_ec_t_ ... _ .. _ ... _ ... _ ... _ ... _ ... _ ... _ ... _ ... _ ... _ ..• -;0~6.~0~0~4;--;;-;:---;--www7"Z.l~N~T~~~G~R~A=T~IO:;-:--;N~-D~~~S~IG~N=£D~m=====;;;-;====-===:-::--:-:---::;-----------------------------------------------------------_j~II Z:\2006 p R O J E C T s\Ofi.00'4 La Casla Oak1 Nar-lh\Orawinw F111111:\CO\PlTGT.dwr;i\LTP-2 (SliE£T 22)\lil Apr 2008 9:H AM by: Cleo I :-::· No. 2J52-69 I . , ':111111! • SYMllOL QTY. BOTANICALNAME 0 36'Box G -36'Bo• 0 24"Box ~ 24"Box ·O 36'Box 0 24•aox 0 2'4'Box 10 VINl:/1:SPALll:R Ll:GE:ND SYMBOL SIZE QTY. 0 l5Gal 0 l5Gal 9 GROUNDCOVE:RLl:Gl:ND SYMBOL ~ FromSod Lagerslrom!a lndica 'Natd-1el Leplospermum laevigatum Plnu1 torreyana Plakmus racemosa Podocarpus gracilior Populus nlgra 'llahca' Q1.1ercu1 agrifoha BOTANICAL NAME Distidi■ 'Rlver1' Dlslklt1 'Rivers' Moralhan IIE Turf HYDROSE:E:D -WHERE REQUIRED (SEE LP-11) COMMON NAME Crape Myrlie Aualrahan TeaTre. Torrey Pin• Cabfornia Sycomorl rarnPin• Lombardy Poplar Coast ll\le Oak COMMON NAME lavender T rumpel Vina Lavandor r rum pet Vine MIX POUNDS/ ACRE MINIMUM% PURITY /GERMINATION Al)'ssum 'Carpet of Snow' Aly.uum 'Royal Carpet" 3 3 98/80 98/80 REMARKS Standard MulU•Trunk Slondard MulU•Trunk Standard MulU-Trunk Low Brun\;h REMARKS Vine MATCH LINE -SEE SHEET L TP-4 \ \ NOTE, MA TCHLINI:. S1:1: S1-11:ET L TP-2 SPECIFICATIONS (HlX Width) 10'x4 8'x6' 7x-'f Vx-'f 10' .... f/'xY 7x-'f SPECIFICATIONS (HlX Width) r x-'f 1. ALL PLANT MAT£RIAL DESIGNATED WITH(•") SHALL BE PLANTED WITH THE ACID LOVING PLANT BACK FILL MIX (SEE PLANTING SPECIFICATIONS) SHEET LP·ll FOR ANY GROUND COYER REQUIREMENTS. 2. THE RESULTS AND RECOMMENDATIONS OF THE SOILS TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BV THE CITY. TilE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL B, INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME A PART OF THE APPROVED PLANS. 3. FOR PLANTING ON SLOPE 5. S" QTY OF CAllLSBAD SLOPE REV EGET ATION ST AND ARDS ON SHEET LP-11. -4. WHERE GROUND COVER IS REQUIRED PER SLOPE REVCGETATIONSTANDARDS. INSTALL LYSIMACHIA NUMMULARIA FROM FLATS AT 12' O.C. 20 NOTE. 1. PRIOR TO BEGINNING LANDSCAPE WORK CONTRACTOR SJ.IALL CONTACT LANDSCAPE ARCHITECT TO REVIEW PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTLITIES FROM VIEW. 2 ALL PLANTING AREAS TO SLOPE,% MINIMUM FROM STRUCTURES. SEE PRECISE GRADING PLANS FOR SITE DRAINAGE INFORMATION. 3. WHERE TREES ARE PLANTED ON SLOPES, THE Rl:AR OF THE PLANTING PIT SHALL BE GRADED TO A MAXIMUM OF 1,1 SLOPE. INSTALL EROSION CONTROL FABRIC ON THE SLOPE AREAS WHERE THIS OCCURS. I I I . . ; I I I I I \ \ I \ \ .. ·. . \. \ \ •. \ : . ·\· . . \ . . \\l)SCAP INTl:GRATION !f ~ ... ~~~~-.... s g,~alur, 31 ec09 • tw I a • OF C~I.I~ ~ -.iliii Dl::SIGN STUDIO LANDSCAPE ARCHITECTS 5411 Avenida 1:ncinas, Suite 270 Carlsbad, CA 92008.4380 I 760.602.0144 I 7 60.602.0386 www.lNTE:G RA TION-DE:SIGN.com /( / .· ' •, . P L A N 20Augo7 .. : / ;,,-> : . / '/ ;< / .. / .. .,;,> . . ,.,,..--· . . /,· \..1"P-2 D A T E Isl Submittal REVISIONS 21 Janos 28 Feboa 9Apro8 2nd Submittal 3rd Submittal 4th Submittal DATE INITIAL EHOIN[[R or WORI . ·-c..__ · .. ···"· . '" •. • "---..' . .,-FIRE P~O~ECTION _/ -~: ----~~..-._/...:_ ··~· ...:.._· ZON( A2 · · · "'., SE:E SHE:l:T LP-5 FOR PLANTING DE:TAll.,S '\. \ \ -;-\,~('\--..._t SE:!: SHE:l:TS LP-6 THRU LP-7 FOR PLANTING SPE:CIFICA TIONS DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL APPROVE:D FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRt;C1s, LOCATION OF PLANTING ARi;AS SEE SHEETS LC-4, Ll-4, LTP•4, & LSP•4 8 ' SEE SHEETS LC2, Ll-2, LTP-2, & LSP-2 SEE SHEETS LC 1, Ll-1, LTP• l,& LSP-1 KEY MAP SEE SHEETS LC-3,U-3, L TP..J, & LSP-3 N.T.S DTI 3 CITY OF CARLSBAD ~ 1 PLANNING DEPARTMENT LANDSCAPE TRCE, VINE, & GROUNDCOVER PLANTING PUNS FORt LA COST A OAKS NORTH RECREATION CENTER IAP;;;~( PLANNING IT-~\l.cft ,;.-}. ~ I DATE DWH BY: PROJECT NO. DRAWING NO. CHKD BY: CT05-14 446-4M RVWD BY: :7 I ' I l l I ( 0 5 10 Project................................... 06.004 ~ '---------------------------------------------------:::-:,~-.c-:--:-::-::-=-::-:-:-:::-:-:--::--:-::-c-c~:-:----=:-c-:::-::=::-:--:-,-:::-:-,=-:,:::-,-:-,----------------------------------------------.J:...J Z:\2001 P R 0 J E C T S\0!!.004 La Costa Oak1 tforlh\Drawiri11 Filu\CD\PLTGT,dwg\LTP-J (SHEET 2J)\ 18 MIK 2DDB 5;45 Pt.A b1: K1;uf 1 W.O. No. 2352-69 i J BIN 1 1!1111111 ----------/ --- .... .... ~< .... APPROVl:D FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS --NEA2_/ ~ I I t.. I I ------1 I I I I 1 / / /_, / I L------ / / / - 7 / I I / / ------ --- / / -- SEE LANDSCAPE PLANS / BY GILLESPI!;. MOODY, PATTERSON, INC. DRAWING• 429-7M 0 MATCHLINi; -si;:i;: SH!;:1:T LTP-3 NOTE. FIRE PROTECTION ZONES LOCATED PER LANDSCAPE PLANS BY GILLESPI!;. MOODY, PATTERSON, INC. DRAWING• 42<J.7M sr:;r:; SHr:;r:;T LP-5 FOR PLANTING DETAILS sr:;r:; SHr:;r:;rs LP-6 THRU LP-7 FOR PLANTING SP(CIFICATIONS 0 5 10 ,,,.~ // F RE PROTECTION ZON~ / -- ROOT BARRIER (TVPJ-ALL TREES WITHIN 6' OF ANY IMPROVEMENT SUCMASA WALK, WALL, CURB,ETC SHALL BE INSTALLED WITI1 ROOT BARRIERS. SEE SPECIFICATIONS FOR TYPE AND SEE DETAIL C/ SHEET LP-9. ROOT BARRIERS SHALL RUN ALONG THE CURB AND SIDE WALK FOR A MINIMUM OF 6' IN EITHER DIRECTION FOR A TOTAL OF 16 LIN~R FEET MINIMUM NOTE. 1. PRIOR TO BEGINNING LANDSCAPE WORK CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT TO REVIEW PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDING!. Y TO FULLY SCREEN ALL UTLITIES FROM VIEW. 2. ALL PLANTING AR~S TO SLOPE' 2'll MINIMUM FROM STRUClURES. SEE PRECISE GRADING PLANS FOR SITE DRAINAGE INFORMATION. 3. WHERE TREES ARE PLANTED ON SLOPES, TH, REAR OF THE PLANTING PIT SHALL BE GRADED TO A MAXIMUM OF 1,1 SLOPE. INSTALL EROSION CONTROL FABRIC ON THE SLOPE AREAS WHERE TI-115 OCCURS. --------/ ~SCAP INT~GRATION /j "' -0 ..... ~~:i..:::;:;:= .... * ~ iiiliiiii D~SIGN STUDIO LANDSCAPE: ARCl-llTE:CTS 5411 Avenida r:;ncinas, Suile 270 Carlsbad, CA 92008.4380 I 760.602.0144 ----- " ---v-----~·· /// ___ -1-1-----1-r-- / / / / " " • TREI. Lr:;Gr:;ND SYMBOL SIZE QTY. BOTANICALNAME ~ 0 36' Box ~ 3~8ox. · 0 24'Box ~ 2◄'Box 0 36'Box 0 24'Box 0 2◄"Box 2 5 VIN!</1.SPALIER Lr:;Gr:;ND SYMBOL SIZE QTY. 0 15Gal 0 ISGal GROUNDCOVERLl<GEND SYMBOL From Sod Lagentromia im:lica 'Natchez' Leptospermum laevtgatum Pim,• torrevana Plulanu1 racwnosa Podocarpu1 gracllior Populu1 nigra '/lu!icd' Quercu1 agrifoha BOTANICAL NAME Dislidit 'Rtven' Disllctt1 'Rtvera' Marathon Ill:: Turf HYDROSEl<D -WH£RE REQUIRED (SEE LP-10 .... .... COMMON NAME Crape Myrtia Austrahon Tea TrH Torrey Pin■ California Sycamor■ Fern Pine Lombardy PoplW" Coast Liva Dok COMMON NAME lavendar Trumpet Vine Lavendar Trumpet Vine MIX POUNDS/ ACRE MINIMUM 'll PURITY/GERMINATION Alyssum 'Carpet of Snow' Alyssum 'Royal Carper NOTE, 3 3 98/80 98/80 REMARKS SPECIFICATIONS (HL X Width) Standard 1C1x4' Multl-Trunlc /J'xll Standard 7x~ Multl-Trun• 9'x~ Standard 10' x-4' Multi-Trunk 9'. 3' Low Branch 7x~ SPECIFICATIONS REMARKS (!;IL X Width) Vine h.of Vln<t lf"x 36• L ALL PLANT MATrnlAL DESIGNATED WITM ("') SHALL BE PLANTED WITH THE ACID LOVING PLANT BACK FILL MIX (SEE PLANTING SPECIFICATIONS) SHEET U>-11 FOR ANY GROUND COVER REQUIR~ENTS. 2. THE RESULTS AND RECOMMENDATIONS Of THE SOILS TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME A PART OF THE APPROVED PLANS. 3. FOR PLANTING ON SLOPES, SEE CITY OF CARLSBAD SLOPE REVEGETATION STANDARDS ON Sll[tl LP-ll 4. WHERE GROUND COVER 15 REQUIRED PER SLOPE REVEGETATION STANDARDS, INSTALL LYSIMACHIA NUMMULARIA FROM FLATS AT 17'0.C. P L A N 20Augo7 R E V 21 Jan 08 28 Febo8 9Aproa D A T E 1st SubmiHal S I O N S 2nd SubmiUal 3rd Submitlal 4th Submittal - ~ SE], SHEETS LC-4, Ll-4, L TP-4, & LSP-4 u SJ;!;SH£ETS LC-2, U-2, L TP-2, & LSP-2 LC-1, U-1, LTP-1, &LSP-1 KEY MAP SEESHEHS LC-3, U-3, L TP-3, & LSP-3 1/ /' / N.T.S CT;_:] 4 CITY OF CARLSBAD [:[] 1 PLANNING DEPARTM£NT LANDSCAPE TREE, VIN!;. 4 GROUNDCOVER PLANTING PLANS FOR, LA COST A OAKS NORTH RECREATION CENTER Al'PH-Vl'..,( Cr· f:)k;ft ,;.4. ~ PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ENGINEER or WOR REVISION DESCRIPTION CT05-14 446-4M I 160.602.0385 "'f 20 OTflER APPROVAL CITY APPROVAL RVWD BY: Project ................................... 06.004 www.lNTE:GRATION-DE:SIGN.com ~ '----------------------------------------------------------------------,z;;:,\"20;_;:0••P,;;-R-;;-O-;J<ECC:-;T:--;s\~O;;,.:;;oo;;47Lo;:-C;:::o:;:,to;:-O;;::,;::,,-;N;::o,wth\;-;O;::co:::;:wi11:;-g--;:C;::teo:;"'.\C;:;;O\_;Pl;;T;:;GT;:;.d:::;:,g;-;\L~lP~-4;-;;:(Sl:;;:tE£;:;T-;2::;;4/\,;t;;-8-;;M:::;:~-;;2;;;00;;-8-;:5,';;41:-";P:;;U-;b-:-~-;;K,--;n---------------------------------------------------------_j _J W.O. No. 2352-69 BIN, .., ,,,,,,,. I \ I I \ .... .... .... .............__ .... SE!. LA DSCAPG PLAN BY GIL SPli;, MOODY, PAT ERSON, INC. DRA ING• 429-lM .... .... .... .... .... SEE SHEET LP-5 FOR PLANTING DETAILS SEE SHEETS LP-6 THRU LP-7 FOR PLANTING SPECIFICATIONS 0 NOTES: I. ALL PLANT MATE:RIAL DE:SIGNATED WITH(* .. ) SHALL BE: PLANTED WITH THE: ACID LOVING PLANT BACK FILL MIX (SEE PLANTING SPECIFICATIONS) 2. FOR PLANTING ON SLOPE, SE:E CITY OF CARLSBAD SLOPE REVEGETATION STANDARDS ON SHEET LP-11 FOR ANY GROUND COVER REQUIREMENTS. 3. THE RESULTS AND RECOMME:NDATIONS OF Ti.JE SOILS TESTING LABORATORY Si.JALL BE SUBMITTE:D TO AND APPROVED BY THE CITY. Ti.JE APPROVED RECOMME:NDATIONS FOR AMENDMENTS AND BACKFILL Si.JALL BE INCORPORATE:D INTO Ti.JE LANDSCAPE PLANS PRIOR TO Ti.JE START OF CONSTRUCTION AND SHALL BE:COME A PART OF Ti.JE APPROVED PLANS. 0 \ ._\\l)SCAP INTGGRATION ~---0 ... ; ·iq, ~ 01:SIGN STUDIO -...J ... s g Alura LANDSCAPE ARCHITECTS 31 ao 09 an wel daft 5411 Avenida £ncinas, Suite 270 Carlsbad, CA 92oo8.438o ~ OF CJI.\.I~ t 760.602.0144 f 7 60.602.0388 5 10 20 Project ................................. _ 06.004 www.lNTE:GRA TION-DE:SIGN.,om ,o ,'\ ':> p L A N D A T I: 20Augo7 Isl Submittal R I: V I s I 0 N s 21 Jan o8 2nd Submittal 28Febo8 3rd Submittal 9Apro8 4th Submittal Z:\2008 P R OJ EC T ~\06.004 lo C<.i,;ilo 011k1 Noilh\D11,winv fikn;\CD\PLTGS.dwg\LSP-1 (SHEET 25)\18 !,for 2008 5:48 PM 6:,: Kori DATE INITIAL ENGINEER or WOR, ---SEE LANDSCAPE PLANS BY GILLESPIE, MOODY, PATTERSON. INC. DRAWING • 429-7M SHRUB LEGEND SYMBOL SIZE Q 5 Gal @ 24" o.c. @ 5 Gal. @ 24" o.c. @) 5 Gal. @ 48" c.c. @ 5 Gal. @ 30" o.c. @ 15 Gal. @ 36" o.c. @ 1 Gal. @ 24" o.c. €) 1 Gal @ 24" o.c. <9 1 Gal. @ 12" o.c. @ 5 Gal. @ 48" o.c. ml FromAcb @ 1 Gal. @ 24" o.c. (@ 5 Gal. @ 36" o.c. (§ 5 Gal. @ 36" o.c. @ 5 Gal. @ 30" o.c. @ 1 Gal, @ 30" c.c. @ 1 Gal @ 36" c.c. (II 1 Gal. @ 12" c.c. t---~, 4" pols @ 12" o.c. I I 5 Gal. @ 30" o.c. REVISION DESCRIPTION QTY. BOTANICALNAM!. 18 Agave attenuata 12 30 50 219 34 77 29 49 19 71 45 Anlgczantho1 hybrid 'Bush Rangeir' Arbulu1 uneda 'Compoda1 Bougainvillea 1.o Jolla' Calhandra haematocephala C-11;tua aolvif'ohua Clstu1 'Sunser l-temerocallia hybrid 'lemon Dip' Leonotis leonurua Myoporum parvifohum Pennisetum &etaceum 'Dwarf Red' Phormium tenax "Oarli: Dehght' Plttosporum tobrfa Varlegatd Rhaphiolepia indica 'Clara' Rosmarlnua offidnahs 'Lockwood de i:'orest' Salvia clevfandn 'Allen Chickering' Sesfwia autumnali1 Sesleria autumnalt1 T rachefospermum josminoidea DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APP RO VAL APPROVE:O FOil PLANTING AND IRRIGATION ONLY, INCLUDING PR~CISE LOCATION OF PLANTING AR£AS ~-0 SE!.SHEETS LC-4, Ll-4, LTP-4.&LSP-- 0 LC-2, Ll-2, LTP-2, & LSP-2 SEE SHEETS LC-1, Ll-1, LTP-1, & LSP-1 KEY MAP COMMON NAME REMARKS No Common Name Kangaroo Paw Strawberry T rea No Common Name Pink Powder Puff Sogeleaf Rockros• Rockrose Hybrid Doylily Lion's T<1II No Common Nam• Fountain Grasa New Zealand Aax Variegated Tobria India Hawthorn Rosemary Cleveland Sage Autumn Dee,-Gras1 Autumn Dear GrciH Star Jasmine ' SEESHEETS LC-3, U-3, LTP-3, & LSP·l N.T.S SPECl>ICATIONS (Ht. X Width) 14' X 12" 16' X 10" 16' X JO" 12" X lQ" lO"x 6' 161 .x 10"' 24'x10" 141 X 14' 141 X 141 {I' X lQ" 12" x8" 8" X J4" ~ 5 CITY OF CARLSBAD ~ 1 PLANNING DEPARTMENT LANDSCAPE SHRUB PLANTING PLANS FOR, LA COST A OAKS NORTH RECREATION Cl::NTER IAPPROV~J ~ i1 -Cr. ~!1-9 PLANNING DWH BY: PROJECT NO. CHKD BY: RVWD BY: CT05-14 t;.'-\--C>b I DATE DRAWING NO. 446-4M W.O. No. 2J52~69 BIN, I ( ....r:. ...c ,... ~ 3 MATCJ-ILINE -SEE SJ-l~~T LSP-3 \ \ I SHRUB LEGEND SYMBOL SIZli Q 5 Gal @24" o.c. @ 5 Gal @ 24" o.c. @) 5 Gal @48• o.c. ® 5 Gal @ 30" o.c. @ 15 Gal. @ 36" o.c. 0 1 Cal @ 2-o" o.c. @ 1 Gal @ 24" o.c. 8 1 Gal@ 12" o.c. ® 5 Gal. @ 48" o.c. ~ ~,om Flub @ 1 Gal @ 24" o.c. @ 5 Gal @ 36" o.c. s 5 Gal. @ 36" o.c. © 5 Gal. @ 30" o.c. @ 1 Gol @ 30" o.c. @ 1 Gel @ 36" o.c. al 1 Gel @ 12" o.c. ----------4" poh @ 12" o.c. 5 Gal. @ 30" o.c. QTV. BOTANICAL NAM& 17 80 82 216 68 17 306 133 247 52 531 Agave attenuala Anigazonthoa hybrid 'Bush Ranger' Arbutus unedo 'Compact<1' BougainvifftHI \.a Jona1 Calliandra hoema1:ocephola Cislu1 sof ... iFohua Clatu1 'Sunset' Hemerocalris hybrid 1.emon Dip' leanolia !eonurua Myoporum parvilonum Penniaetum setaceum 'Dwarf Reel' Phormlum lenax "Dark Oefighf Piltoaporum tobria Varlegala' Rhaphlaleplt !ndica 'Clard Rosmartnus offlclnolt1 \.ockwood de ~orest' Salvia davlcmdii 'Allen Chickerin!J' Sesfer1a outumnoha SHlerlo oulumna"• T ra<;helospermum ja5minoide■ -- ---~E!.J,.ANDSCAPE PLANS BY Gil:t:,Silf, MOODY, PATTER INC. DRAWING• -7M \ \ \ \ \ COMMON HAMli No Common Nam• Kangaroo Paw Strawberry T re• No Common Name Pink Powder Puff RockroH Hybrid Dayllly Lion's Tad No Common Name f'.ountain Gross New Zealand Flax Variegated Tobrla India 1-tawthorn Cleveland Saga Autumn Dew Grau Autumn Dew Grau Star Jasmin■ RE.MARKS SPECIFICATIONS (1-!l X Width) 14' x 12" 16" xlO" 16" • 10" 12" xlO" 36"x 30" 10"x6" 16" x 10" 24" x 10" 14" x 1-4" 1-4° X ]4" 6"• 10" I I I I I I I I I I I I I I I I I I ----\ \ SCELANDSC \ \ \ \ \ \ \ \ \ BY GILLESPIE', OODY, PA HERSON, C. DRAWING•-42 7M ~SCAPt !1 ... ~ srgirturt 31 c09 •nwald•• OF C~I.I~ \ \ \ \ , __ ,-,-, \ \ \ \ \ \ \ \ \ \ \ \ , __ NOTl:S, 0 0 0 0 1. ALL PLANT MATE:RIAL DE;SIGNATl:O WITI-I (•••) SI-IALL BE: PLANTl:D WITI-I Tl-IE: ACID LOVING PLANT BACK FILL MIX (Sl:E: PLANTING SPE:CIFICATIONS) 2 FOR PLANTING ON SLOP~ Sl:E: CITY 01= CARLSBAD SLOPE: RE:Vl:GJ;;TATION STANDARDS ON SI-IE:E:T LP-11 !=OR ANY GROUND COVJ;;R RE:QUIRJ;;Ml:NTS. 3. Tl-IE: Rl:SULTS AND Rl:COMMl:NDATIONS 01= Tl-IE: SOILS TJ;;STING LABORATORY SHALL BE: SUBMITTED TO AND APPROVl:D BY Tl-IE: CITY. THE: APPROVJ;;D RECOMMl:NDATIONS !=OR AMl:NDMl:NTS AND BACKFILL SHALL BE: INCORPORATl:O INTO THE: LANDSCAPJ;; PLANS PRIOR TO Tl-IE: START OF CONSTRUCTION AND SHALL BE:COME: A PART OF Tl-IE: APPROVl:D PLANS. INTE;:GRATION p L A N D A T E ~ liiiiiiiiiii 20Augo7 1st Submittal Di;SIGN STUDIO - LANDSCAPE ARCl-llTECTS R E V I s I 0 N s 5411 Avenida Encinas,Suile27O 21 Jan 08 2nd Submittal Carlsbad, CA 92oo8.,138o 28Febo8 3rd Submittal 9Apro8 ,1th Submittal I 7 60.602.0144 I 7 60.602.0~68 DATE INITIAL DATE INITIAL DATE REVISION DESCRIPTION APPROVl:O ~OR PLANTING AND IRRIGATION ONLY, INCLUDING PRE;CISi; LOCATION 0~ PLANTING AAE;AS SEE SHEETS LC-2, Ll-2, LTP-2, &LSP-2 SEE SHEETS LC-1, Ll-1, LTP-1, & LSP-1 K!;YMAP SEE SHEETS LC-J, U-3, L TP-3, & LSP-3 N.T.S SE!: SHl:E:T LP-5 !=OR PLANTING DETAILS SI:!: SHE;ETS LP-6 THRU LP-7 l=OR PLANTING SPECll=ICATIONS C[] CITY OF CARLSBAD ~ 6 PLANNING DEPARTMENT 1 LANDSCAPG SHRUB PLANTING PLANS FOR. LA COST A OAKS NORTH Rl:CRl:ATION Cl:NTl:R I APPn1-I' _ i,,'°-tt- PLANNING ,er i;,4.o i?) I DATE DWN BY: PROJECT NO. DRAWING NO. INITIAL CHKD BY: CTOS-14 446-4M i l l Ni d.l I w-.w.lNTE:GRA TlON-DE:SIGN.,om ENGINEER OF WORI CITV APPROVAL RVWD BY: OTHER APPROVAL L _________________________________________ o __ s __ 1_0 ____ 2_o _____ P_r_oJ_e_ct_._ .... _ ... _ ... _ .... _ ... _ ... _ ... _ ... _ .... _ ... ~06~.0~0~4-;-;;--;-;-;--;~~~;:;::;:-;;::;;:-;;;:;;;:;-;:::::;,:::-;:;::-;:;:;:-;;;;;;;-;:;::::;-;'.;;;:-,-;;;;;~;;;;;-;:;-;;::;-;;;;;:;;-;:;:;;;-;;;;-;:::-;;:::;----------------------------------------------:::--::---:-:--:::::-:::--'~I Z,\2006 P R O J E C T S\0!.00♦ lo Coolo Ooko Hoclh\Drnwia, Fll~\CD\PLTGS.dwg\LSP-2 (SHEET 26)\ 1' •~ 2008 5,49 PU by. KoS W.0. No. 2352-69 ! J BIN. 1IIIIII' SHAUB Ll::Gl::ND SYMBOL Q ® @ @ @ 0 @ ii) @ ~ e @ @) © @ @ C, ~--------1 --------- I I SIZE 5 Gal @ 24" o.c. 5 Gal. @ 24" o.c. 5 Gal @ 48" o.c. 5Gal@~o.c. 15 Gol. @ 36" o.c. l Gal @ 24" o.c. 1 Gol @ 2-4" o.c. 1 Gal @ 12" o.c:. 5 Gal @ 48" a.c. ~rom ~Iola 1 Gal @ 2~ o.c. 5 Gal @ -y,• o.c. 5 Gal. Iii' 3o• o.c. 5 Gol. @ YY o.c. 1 Gal Iii' 30" o.c. 1 Gal @ 36• o.c. 1 Gal Iii' 12" D.C. 4" pols Iii' 12" o.c. 5 Gal Iii' W o.c. \ \ QTY. BOTANICALNAME COMMON NAME R[MARKS 57 37 84 110 79 71 75 411 65 78 302 I I I I I I I I I Agave aUenuata No Common Name Anl9azantho1 hybrid 'fSu5h Ranger' Kangaroo Paw Arbutus un&do 'Compacta' Strawberry Tree Bouioinvillea 'La Jolla" Na Common Norm1 Calbandra haematocephala Pink Powder Puff Cistus safvifottus Sageleaf Rockroae Cistua 'SunHt' Rockrose Hemeroe<1Jh1 hybrid 1.emon Dip' Hybrid Davlily Leonoti1 leonurns Lion'• Tail Myoporum parvifottum No Common Name Pennisetum seto<:eum 'Dwarf Red' fountain GraH Phormlum tenax 'Dark De!ighf Naw Zealand ~lax Pittosporum tobrla Vorlegatd Varl•gated Tobrla Rhaphio!epi1 indico 'Clora' India Hawthorn Ro11marinu1 ofncinar.1 'Lockwood da Foresr J:Zosemary Salvla clevlandii 'Allen Chickerind Cfeveland Sage S&51eria cutumnctl1 Autumn Deer Gra51 Sesleria autumna~a Autumn Deer Grasa T rachelospermum jasminoidea Star Jasmin• MATCHLINI= -SI=!= Sl-ll=l=T LSP-4 . LL LL mi; i-1:·Htt :+-H+--i1-a1+tb-tt+-I-J-T..S~LL LL l-l. r MATCH LIN!: -Stt S1-ltET LSP-2 SEE: SHl::liT LP-5 !=OR PLANTING D1::TAILS sr;:i;; SH!':i;TS LP-6 THAU LP-7 !=OA PLANTING SPECIFICATIONS SPECIFICATIONS (HtX Width) 14' ,12" 16• X 10" 16' X lQ" 12" X 10" o·xa- llxff' lQ" X 6" 16• X lQ" 16•x10• 2~xl0" 14• X 14• 61 .x 10- 14•, 14" 12". 8" l"\l)SCN>t ii "' -C) _, =~--... • 11tllur1 31 ec09 en wa Utt OF c>,\.\ I I I I I \ \ I I \ \ I I \ \ 1· \ \ I I \ .\ I INTt;:GRATION r.-.iiii Dl:SIGN STUDIO LANDSCAPE ARCHITECTS 5411 Avenida 1::ncinas, Suile 270 Carlsbad, CA 92008.4380 I 760.602.0144 f 7 60.602.0388 .I I I / / I P L A N 20Augo7 D A T I: 1st Submittal Rl:VISIONS 21 Jan 08 28 f'.ebo8 9Apro8 2nd Submittal 3rd Submittal 4th Submittal \..SP-2 . .---···-·· -· - ""- -----.. ,-FIRE PROTECTION>·•.'-._ r zoN,A2 • .. ----~---'-._ /. / / ./· / / / 1. ALL PLANT MATle:RIAL Dle:SIGNA Tle:D WITI-I (• .. ) SI-IALL Ble: PLANTle:D WITH THE ACID LOVING PLANT BACK !=ILL MIX (SEE PLANTING SPECll=ICATIONS) 2. !=OR PLANTING ON SLOPE, SEE CITY 01= CARLSBAD SLOPE REVEGETA TION STANDARDS ON SHEET LP-11 i=OR ANY GROUND COVE:R REQUIR!':MENTS • APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS SEE SHEETS LC-4, U-4, LTP-4.!LSP-4 o SE!. SHE:liTS LC-2, U-2, LTP-2, & LSP-2 SEE SHEE:TS LC-1, LI· 1, LTP-1, &LSP-1 SEE SHEETS LC-3, U-3, L TP-3, & LSP-3 . 3. Tl-Ila Rl::SULTS AND Rl::COMMl::NDATIONS 01= TH!': SOILS Tl::STING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THI:: CITY. Tl-IE: APPROVED lll::COMMENDATIONS !=Oil AMl::NDMENTS AND BACK!=ILL SHALL Bia INCOAPORATl::D INTO THI:: LANDSCAPE PLANS PRIOR TO Tl-IE START oi: CONSTRUCTION AND SHALL BECOME A PART oi: Tl-IE APPRovr;:o PLANS . KGYMAP N.T.S ~ CITY OF CARLSBAD ~ 7 PLANNING DEPARTMENT 1 LANDSCAPE SHRUB PLANTING PLANS FOR, LA COSTA OAKS NORTH RECREATION CENTER IAPPROV~ 5·'+·"' 'b I . rt-<;r, ~>1-9-ft- PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. OAT[ INITIAL DATE INITIAL DATE INITIAL CHKD BY: I L__ _________________________________________ o __ s __ 1_0 ____ 2_o _____ P_r_oJ_e_ct_ ... _ ... _ ... _ ... _ .... _ ... _ ... _ .... _ ... _ ... _ ... -::-o:--:6-::::.o-:-o-::-4~-:--::-ww-:-w-:-.IN-::-T-::::E-:-G:-:--:--RA-:-T:-IO-:N-:---:D-:-E"'Sc=IG_N 7 .c_o:::-m-:-::::;-:::::::::-c--:-:-::::-::-:==-:c:::-:::-c--=::.-::=-::::-:---:-:--:------------------------------------------------------J~ Z;\20015 P A O J E C T S\OG.004 Lu Cet.h1 Ouh Noflb\Du.1wi1KJ Filwi\CD\PLTGS,Uwy\LSP-3 (SHEET 2/)\ 18 M.11'" 2008 5:51 Phi by. Kofi CT05-14 446-4M ENGINEER Of WOR, REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: W.O. No. 2352-69 BIN, illllll - NOTE, I I I_ I I I I I I I I I I I I ;. ...... ..r ~ / I I I / ( I / / 7 / I I / / MATCHLIN~ -S~~ SH~~T LSP-3 / FIRE PROTECTION ZONEA3 _/ ---------------- ----/ / FIRE PROTECTION ZO --------/ / / FIRE pDoaFJ:i"'ntlON ZONE Al _/ / SEE LANDSCAPE Pl.ANS BY GILLESPI!; MOODY, PATTERSON, INC. DllAWING•◄29-7M / ---- ~SCAPf f,! ..J . . i algfiur, 31 ec09 en wa da • FIRli PROTECTION ZONES LOCATED PER LANDSCAPE PLANS BY GILLESPIE, MOODY, PATTERSON, INC. DRAWING•-429-7L SE:G Sl-lEET LP-5 FOR PLANTING DETAILS OF CAI.I INT~GRATION p L A N D A T I: l:.ii iiiiiiiii 20Augo7 1st Submittal ~ D~SIGN STUDIO .... LANDSCAPI: ARCI-IITl:CTS R E: V I s I 0 N s * 5411 Avenida E:ncinas, Suite 270 21 Jan 08 2nd Submittal Carlsbad, CA 92008.4380 28Febo8 3rd Submittal 9Apro8 4th Submittal SHRUB LEGEND SYMBOL SIZE 9 5 Gal. Iii' 24" a.c. ® 5 Gal. (ijl 24' o.c. @ 5 Gal Iii' 48' o.c. @ 5 Gal. (ijl 30" o.c. @ 15 Gal Iii' 36' o.c. @ 1 Gal Iii' 24" o.c. @ 1 Gal. (ijl 24' o.c. 0 1 Gal (ijl 12' o.c. @ 5 Gal (ijl 48' o.c. ~ ~rom l=tab @ 1 Gal. @ 24• o.c:. ® 5 Gal. @ 36• o.c. @ 5 Gal. (ijl 36' o.c. © 5 Gal. (ijl 3fY o.c. @ 1 Gal. (ijl 30" o.c. @ 1 Gal @ 36' o.c. ~ 1 Gal @ 12' o.c. t--------I -4" pols (ijl 12" o.c. I I 5 Gal. @ 30" o.c. NOTES: APPROVED FOil PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AR£AS 1. ALL PLANT MATERIAL DESIGNATED WITH en•) SHALL BE PLANTED WITH THE ACID LOVING PLANT BACK FILL MIX (SEE PLANTING SPECIFICATIONS) 2 FOR PLANTING ON SLOPE, SEE CITY OF CARLSBAD SLOPE REVEGETA TION STANDARDS ON SHEET LP-11 FOR ANY GROUND COVER REQUIREMENTS. 3. THE RESULTS AND RJ;COMMJ;NDATIONS OF THE SOILS TESTING LABORATORY Sl-lALL BJ; SUBMITTED TO AND APPROVED BY Tl-lG CITY. Tl-lG APPROVED RGCOMMJ;NDATIONS FOR AMJ;NDMJ;NTS AND BACKFILL Sl-lALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOI TO THE START OF CONSTRUCTION AND Sl-lALL BJ;COME A PART OF Tl-lf; APPROVED PLANS. ~ SE]; SI-IEETS ' SEESHEETS LC-3,ll-3, L TP-3, & LSP-3 SEliSHEliTS LC-2, U-2. LTP-2, & LSP-2 SEI. SHE:ETS LC 1, LI• 1, LTP•l, & LSP• l Ki;YMAP N.T.S QTY. BOTANICALNAM& COMMONNAM6 REMARKS SPECIFICATIONS Q-ll X Width) 22 61 43 79 54 X 26 25 46 X X 61 Agave ottonuota Anigazanlh01 hybrid 'Bu,h Ranger' Arbutus unedo 'Compocla' Baugalnvlllea 'La Jolla' Calhandra haemalocephala Cistus salvifohua Cistu1 'S1.msef Hemerocolri1 l,ybrid 'Lemon Dip' Leonotia leonurua Myoporum parvifollum Pannlsatum setoc■um 'Dwarf Red' Phormlum tanax 'Dark Dattghr Pittosporum tobria 'Voriegala' Rhaphiolepi1 indica 'Clard A:oamarlnua officlnoha 'Lockwood de Forest' Salvia devlandii 'Allen Chickering' Seileria ai.,lumnafia Se:.lor1a ai.,lumnatta Trochaloapermumjosmlnoldea No Common Nam■ 1-4' • 12" Kangaroo Paw 16' X 10' Strawberry Tree 16' X 10' No Common Name 12" X 10' Pink Powder Puff 36' X 30' Sag&leaf Rockros■ Rockro5a Hybrid Doyllly 10' X 6" Lion'• Tall 16" X 10' No Common Nam■ rounla1n Grau 16"x10' New Zealand Aax 2,f" X 10' Variegated Tobria ],f' X 14' India Hawthorn l,t" x 14• Rosemary 6'• 10' Cleveland Sage 1,t" X 14' Autumn Deer Gras, 1:e x a· Autumn Deer Gra&1 Star Josm(ne ~ CITY OF CARLSBAD ~ 8 Pl.ANNING DEPAR™tNT 1 LANDSCAPE SHRUB PLANTING Pl.ANS FOR, LA COST A OAKS NORTH RECREATION CENTER IAPP~:t{ ., . ...) -..,'b I ~ ~LI~ Pl.ANNING DATE n SE:!:: S1-lE:J;TS LP-6 Tl-lRU LP-7 FOR PLANTING SPE:CIFICA TIONS ~ I 760.602.0144 f 760.602.0388 0 5 10 20 Project................................... 06.004 www.lNTE:GRATION-DE:SIGN.com '----------------------------;:;-;;;;:;;-;-;-;;-;-;-;:-==~=====::-:-::-:-:c:-:-::-:----------------===================-i~ Z:\2005 P R O J E C 1 s\06.004 l11 Cosla Oaks Norlh\lxowing Files\CD\PlTGS.dwg\LSl"-4 (SHEET 21l)\ 18 Mat" 2008 5:53 Pt,4 by. l<ari l DWN BY: PROJECT NO. DRAWING NO. DATt INITIAL DATt INITIAL DATt INITIAL CHKD BY: ENGINEER Of WOR~ REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT05-14 446-4M W.O. No. 2352-69 . J BIN' i!IIIII SECTION LEGEND [TI RUBBER GARDl:1-1 1-J0S& II) 12 GA. GALV. WIRE (NOT TO BE SPLICED) 3/~ OR 5/16' 0.0. X /062 WT. POLYHI-JRENE TUBING BY WARD MANUFACTURING (714) 631-5055 m KEEP CROWN 1' • 'r ABOVE FINISI-J GRADE rn LAVER OF MULCH (SEE PLANTING SPECIFICATIONS FOR DEPTI-J) KEtP MULCI-J 3• AWAY FORM BASE OF TREES 5 GAL AND SMALLER,/," AWAY FROM BASE OF TREES 15 GAL AND LARGER m ROOTBALL. SEE PLAN FOR CONTAINER SIZE @) FERTILIZER PACKETS PER SPECIFICATIONS (z] 'r X 4' X 3'-0" LONG RWD. DEADMEN m AMENDED BACKFILL 11) WIDTI-J EQUALS TWICE TI-JE CONTAINER DIAMETER fj2) PLACEROOTBALLON NATIVE SUBGRADE [jj] WATER BASIN (6' HEIGHT) @) FINISH GRADE T_TRE~-uvt._t._G_LJ_Y_IN_G _______ @ m SECTION m NOT& • EROSION CONTROL FABRIC SHALL BE INSTALLED ON ALL SLOPES TO CONTROL EROSION WI-JILE PLANTS ESTABLISH LEGEND [TI ORIGINALGRADE II) SHRUB· SEE PLANTING LEGEND [I) LA YER OF MULCl1 (SEE PLANTING SPECIFICATIONS FOR DtPTH) KEEP MULCH 3' AWAY FROM BASE OF SHRUBS 5 GAL AND SMALLER rn AMENDED BACKFILL 11) FERTILIZER TABS(S6' PLANTING SPECIFICATIONS) @) PU.CE ROOTBALL ON NATIV!i SUBGRADE (SEE PLANTING SPECIFICATIONS) [z) WIDTI-J EQUALS TWICE TI-JE CONTAINER SIZE e2" MIN. FOR LINERS) @) CONTAINER DEPTI-J 02' MIN. FOR LINERS) I!) REAR OF PLANTING PIT SHALL BE GRADED TO A MAXIMUM OF 1,1 SLOPE ~ -B~-LP R_U_B_S_L_O_Pt_PL_A_N_T_IN_G ____ ® _NO_T_A_SS_IG_N_t_D _______ CD 111------11 2 LEGEND (D LODGE POLE STAKE (SEE PLANTING SPECIFICATIONS) PLACE AT OUTSIDE EDGE OF R0OTBALL TOP OF STAKE SHALL NOT EXTEND INTO CROWN OF TREE m BLACK PLASTIC CINCH-TIES WITH NE TWIST NAIL TO STAKES W/ GALVINIZED ROOFING NAIL WRAP LOOSELY TO TREE [I) LA VER OF MULCI-J (SEE PLANTING SPECIFICATIONS FOR DEPTH) KEEP MULCH 3" AWAY FORM BASE OF TREES 5 GAL AND SMALLER, 6' AWA V FROM BASE OF TREES 15 GAL AND LARGER rn ROOTBALL {SEE PLANS FOR CONTAINER SIZE) 11) FERTILIZER TABLETS PER SPECIFICATIONS m AMENDED BACKFILL m PLACE ROOTBALL ON NATIVE SUBGRADE II) WIDTH EQUALS TWICE THE CONTAINER DIAMETER 11) KEEP CROWN I"· 2' ABOVE FINISH GRADE fj2) WATER BASIN (6' HEIGHT) (ill FINISH GRADE N0T!a • IMAGINARY LINE BETWEEN STAKES & TREE SHALL BE PARALLEL TO PREVAILING WIND DIRECTION T_TRE~-T2t_~_ST_A_K_IN_G_(~D_O_U_B_Lt~)---® TRIANGULAR PLANT SPACING CHART • OF PLANTS• SF/C'IY) X "A" SPACING "D" Row•A• •OF PLANTS "D• DISTANCE DISTANCE PERS.F. BETWEEN BETWEEN TRIANGULAR PLANTS ROWS SPACING • /J'0.C. 5.20" o.c. 4.6154 4 8'0.C. 6.93'0.C. 2.5974 • 10"0.C. 8.66'0.C. 1.6628 l'r'O.C. 10.40'0.C. 1.1538 15' o.c. 13.00' o.c. 0.7365 18'0.C 15.60" o.c. 0.5128 24" o.c. 20.80" o.c. 0.2865 30'0.C. 26.00'0.C. 0.1846 36'0.C. 30.00'0.C. 0.1333 4-r'O.C. 36.370.C. 0.0943 4'0.C. 3.46'0.C. 0.0723 'S0.C. 4.33'0.C. 0.0462 6'0.C. 5.20' o.c. 0.0321 8' o.c. 6.95'0.C. 0.0180 10'0.C. 8.66'0.C. 0.0115 12' o.c. 10.40' o.c. 0.0080 15' o.c. 13.00'0.C. 0.0051 20'0.C. 17.30'0.C. 0.0029 25'0.C. 21.65' o.c. 0.0018 30'0.C, 26.00'0.C. 0.0013 SECTION 1 2 3 4 5 6 7 . SECTION [ill ,,_. SECTION/E:LEVATION LEGEND [TI FINISH GRADE II) WATER BASIN m AMENDED BACKFILL MIX AS REQUIRED rn PLACE ROOTBALL ON NATIVE GRADE m ROOT BALL, SEE PLAN FOR CONTAINER SIZE @) MULCH IF REQUIRED, SEE PLANTING SPECIFICATIONS m CURBORPAVING [fil FERTILIZER TABS, S" PLANTING INSTRUCTIONS 11) ROOT BARRIER W/ GRAVEL BACKFILL. SEE PLANTING SPECIFICATIONS. ROOT BARRIER SHALL BE LOCATED PARALLEL TO ALL PAVING SURFACES lj§) AMENDED BACKFILL MIX [jj] WIDTH EQUALS TWIC!i TH!i CONTAINER DIAMETER (D GALVANIZED EVE BOLT. BOLT INTO WALL II) WALLBEV0ND m 12 GAUGE WIRE-SECURE TO EVE BOLT. 0 FINISH GRADE 11) VINE ROOT BALL 11] SOIL ~ -B~-PAR_U_B_P_LA_N_T_S_P_A_C_t ----® V_VIN·!-TIN_t_A_TT_A_C_I-I_M_t_N_T _____ @ _NO_T _A_SS_IG_N_t_D ______ -Q) _NO_T_A_S_S_IG_N_t_D ______ ® ~SCAP INT~GRATION p L A N D A T ~ ~aiii.j-20Augo7 1st Submittal 0 "' DE;SIGN STUDIO -~ .... . ' LANDSCAPE ARCHITECTS R E V I s I 0 N s 31 " 5411 Avenida 1::ncinas, Suite 270 21 Jano8 2nd Submittal Carlsbad, CA 92008.4380 28Febo8 3rd Submittal OF CA\.\\ 9Apro8 4th Submittal t 760,602.0144 f 7 60.602.0386 DATE INITIAL rn SECTION APPROVE:D !=Oil PLANTING AND IRRIGATION ONLY, INCLUDING PR[CISI: LOCATION 01= PLANTING AR[AS LEGEND [TI SHRUB· SEE PLANTING LEGEND II) KEEP CROWN l' ABOVE FINISH GRADE [I) LAVER OF MULCH {SEE PLANTING SPECIFICATIONS FOR DEPTl-0 KEEP MULCH 3• AWAY FROM BASE OF SHRUBS 5 GAL & SMALLER 0 FINISH GRADE 11) AM!iNDED BACKFILL (1] FERTILIZER PACKETS (S!ili PLANTING SPECIFICATIONS) [z) PLACE ROOTBALLON NATIVE SUBGRADE (SEE PLANTING SPECIFICATIONS) m WIDTH EQUALS TWICE TI-JE CONTAINER SIZE 02' MIN. FOR LINERS) 11) CONTAINER DEPTH O'r MIN. FOR SI-IRUB PLANTING LINERS) --------@D SHB.PLT -......_ -......_ -......_ SECTION O N0T!a J_ ___ .J2 m • EROSION CONTROL FABRIC SHALL BE INSTALLED ON ALL SLOPES TO CONTROL EROSION WHILE PLANTS ESTABLISH [TI ORIGINAL GRADE II) TRE!i -S~E PLANTING LEGEND [I) LA VER OF MULCH (SEE PLANTING SPECIFICATIONS FOR DEPTH) KE£P MULCH 12" AWAY FROM BASE OF TREES ffi AMENDED BACKFILL m FERTILIZER TABS (SEG PLANTING SPECIFICATIONS) @) PU.CE ROOTBALL ON NATIVE SUBGRADE (SEE PLANTING SPECIFICATIONS) [z) WIDTH EQUALS TWICE TI-JE CONTAIN!iR SIZE m CONTAINERDEPTH 11) REAR OF PLANTING PIT SHALL BE GRADED TO A MAXIMUM OF hi SLOPE TRtt SLOPt PLANTING H TRE-SLP NOT ASSIGN~D /I'\ ---------1~ . , ~ CITY OF CARLSBAD ~ 9 PLANNING DEPARTMENT 1 LANDSCAPE PLANTING DETAILS FOR, LA COST A OAKS NORTH RECRl:'.ATION Cl:'.NTER I APPr~~, 6f, ~11-11: PLANNING ?·""'·""' I DATE DWN BY, PROJECT NO. DRAWING NO. DATE INITIAL DAT[ INITIAL CllKD BY, CT05-14 446-4M ENGINEER or WOR> REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY, Project................................... 06.004 www.lNTE:GRATION-DE:SIGN.com Z:\2008 P R O J E C f S\Ofi.004-W Cu:.la Oob Norlh\Drowing file,\Cl1-,.PD£TS.dwg\lP-~ (SI IEET 29)\ 18 I.lot" 2005 5:53 F'~ by. l<ori I ( LANDSCAPI: PLANTING SPl:Cll=ICATIONS 1, 2. 3, SCOPE, PROVIDE LABOR, MATERIALS, TOOLS, P[RMITS. TAXES AND ALL OTHER COSTS CONSIDERED AS NECESSARY TO COMPLHE PLANTING WORK AS INDICATED AND SPECIFIED WITHIN THESE PLANS BY INTEGRATION DESIGN STUDIO. THE INSTALLATION SHALL BE COMPLETE IN EVERY RESPECT TO THE SATISFACTION OF THE OWNER. GENl:RAL CONDITIONS, A. 1111; CONTRACTOR SHALL BE LICENSED OR crnTIFIED BY THE ST ATE OF CALIFORNIA, FOR THE TYPE OF WORK SHOWN ON Tl-lE PLANS. B. THE CONTRACTOR SHALL CARRY ALL NECESSARY COMPENSATION AND LIABILITY INSURANCE TO COVER HIS WORKERS AND INSTALLATION SO AS TO OFFER FULL PROTECTION TO. THE OWNER FROM ANY POSSIBLE DAMAGE SUIT OR LIEN ON THE OWNER'S PROPERTY. . C. LOCAL. MUNICIPAL AND STATE CODES, LAWS. RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF TI-IIS WORK ARE H[R[BY MADE A PART OF TI-IESE PLANS AND SPECIFICATIONS. D. THE PLANTING DESIGN AS INDICATED ON THE PLANS IS DIAGRAMMATIC. SCALED DIMENSIONS ARE APPROXIMATE. VERIFY ALL SITE DIMENSIONS PRIOR TO PROCEEDING WITH THE WORK. E. DO NOT PROCEED WITH ANY WORK SHOULD TI-IERE BE ANY UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES FOUND ON THE SITE OR ANY DISCREPANCIES WITHIN Tl-lE PLANS. IMMEDIATELY BRING DISCREPANCIES TO THE: ATTENTION OF THE OWNER'S REPRESENTATIVE. IF NOTIFICATION IS NOT PERFORMED THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR NECESSARY REVISIONS. F. THE CONTRACTOR SHALL NOTE All EXISTING FINISfl GRADES PRIOR TO COMMENCING WORK. RESTORE FINISH GRADES CHANGED DURING Tl-IE COljRSE OF THE: WORK TO ORIGINAL CONTOURS OR INTENDED CONTOURS WHERE PRACTICAL. G. THE INSTRUCTIONS TO BIDDERS, FROM INTEGRATION DESIGN STUDIO, SHALL BE 'COMPLETED AND RETURNED TO THE OWNER'S REPRESENTATIVI: WITfl THE BID BY Tl-IE CONTRACTOR AND SHALL BE A PART OF TI-IE:SE PLANS. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ABSENCE OF INSTRUCTION TO BIDDERS. H. UPOH AWARD OF HIE CONTRACT, TllE CONTRACTOR SI-IALL IMMEDIAHLY LOCATE, ORDER AND PURCflASE, OR flAVE HHD, ALL SPECIFIED PLANT MATERIAL EXCLUDING PRE-SELECTED PLANT MATERIAL. I. THE SITE SHALL BE KEPT CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS, AND RUBBISfl INCIDENTAL TO THE WORK DURING THE CONSTRUCTION AND MAINTENANCE PERIOD. J. THE OWNER'S REPRESHffATIVE SflALL flAVE THE RIGHT TO MAKE MINOR CHANGES IN THE PLANTING DESIGN AND INSTALLATION AT NO ADDITIONAL CHARGE. K. PRIOR TO EXCAVATION FOR PLANTING, OR PLACING OF STAKES, LOCATE UTILITIES, ELECTRIC CABLES, CONDUITS, SPRINKLER LINES, HEADS, VALVES, AND VALVE: CONTROL WIRES, SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS. IN Tl-IE EVENT OF A CONFLICT BETWEEN SUCH LINES AND PLANT LOCATIONS, PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT TO ARRANGE FOR RELOCATION OF ONE OR THE OTHER. FAILURE TO FOLLOW THIS PROCEDURE PLACES THE RESPONSIBILITY ON THE CONTRACTOR FOR MAKING REPAIRS AT HIS EXPENSE FOR DAMAGES RESULTING FROM WORK HEREUNDER. L. NOTIFY WlDSCAPE ARCHITECT IN WRITING OF SOIL OR DRAINAGE CONDITIONS ENCOUNTERED DURING PLANTING OPERATIONS WHICH ARE DETRIMENTAL TO GROWTH OF PLANT MATERIAL. SUB MITT ALS1 A. SOILS AHAL YSIS, 1. AGRICULTURAL SUIT ABILITY TEST REPORT FOR ON SITE SOIL AND ON SITE TOPSOIL. a. THE CONTRACTOR SHALL SUBMIT A REPORT TO Tl-IE: OWNER'S REPRESENTATIVE PRIOR TO ORDERING SOIL AMENDMENTS OR PLANT MATERIALS. b. . TAKE 2 SAMPLES OF SITE SOIL AT A DEPTH OF 6' TO 12', WITHIN PROPOSED PLANTING AREAS, AFTER COMPLETION OF GRADING AND PRIOR TO WEED CONTROL AND SOIL PREPARATION. c. SUBMIT SAMPLES TO "SUNLAND ANALYTICAL LAB" (INDEPENDENT LABORATORY FOR TRI-C ENTERPRISES) 11353 PYRITES WAY •4, RANCHO CORDOVA, CA 95670 FOR SOIL EVALUATION. d. REQUEST TESTING FOR AGRICULTURAL FERTILITY AND SUIT ABILITY (TEST NO. A-05) WITfl WRITHN RECOMMENDATIONS FOR SOILS AMENDMENT, flYDROSPRAY, SOD LAWN, SEED LAWN, ACID LOVING PLANTS, AND POST-MAINTENANCE FERTILIZATION PROGRAMS. •· SUBMIT COPIES OF Tl-IE REPORT TO HIE LANDSCAPE ARCHITECT AND OWNER·s REPRESENTATIVE. f. SOILS REPORT RECOMMENDATIONS SI-JALL TAKE PR(CEDENCE OVER Tl-IE AMENDMENT AND FERTILIZER RATES SPECIFIED IN THESE PLANS. B, PLAHT MATERIALS, 1. SUBMIT 3"X5' OR .;"X6" COLOR PRINT PHOTOGRAPHS 90 DAYS PRIOR TO INSTALLATION TO THE LANDSCAPE ARCHITECT, OWNER'S REPRESENTATIVE, AND CITY INSPECTOR 01= EACH SPECIFIED TREE, SI-IRUB, AND GROUNDCOVER TAKEN AT THEIR SOURCES FOR APPROVAL. Tl-IE PHOTOS SHALL BE OF THE PLANT MATERIAL TO BE DELIVERED TO THE JOBSITE. ALL PLANT MATERIAL DELIVERED SHALL BE OF EQUAL OR BETTER QUALITY AS Tl-IE PHOTO GIVEN AS A REPRESENTATIVE SAMPLE. 2. IF ANY PLANT MATERIAL SPEClfl[D IS NOT OBTAINABLE, SUBMIT A WRITTEN SUBSTITUTION REQUEST TO Tl-IE LANDSCAPE ARCHITECT DURING THE BIDDING PERIOD. C, WRITTEN GUARANTEE, 1. ALL TREES SHALL BE GUARANTEED, IN WRITING, TO LIVE IN A HEAL THY CONDITION FOR 1 Y[AR FOLLOWING THE DATE OF COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD. THIS DATE SHALL BE DETERMINED BY THE OWNER'S REPRESENTATIVE AT Tl-IE TIME OF THE FINAL MAINTENANCE WALKTHROUGH. 0 5 10 D. 2. REPLACE DEAD, DAMAGED, OR UNHEALTHY TAEES, PER THE ORIGINAL DETAILS IMMEDIATELY UPON NOTIFICATION BY THE OWNER'S REPRESENTATIVE. (THIS Will BE AT NO COST TO THE OWNERJ REPLACEMENT TREES SHALL MEET Tl IE SAME SPECIFICATIONS AS Tl-IE ORIGINAL TRHS. REPLACEMENT TREES SHALL BE GUARANTEED FOR I YEAR, 2 YEARS FOR PALM TREES, FOLLOWING THEIR INSTAUATION AS DETERMINED BY THE OWNER'S REPRESENTATIVE. All SHRUBS, VINES AND GROUNDCOVER SHALL BE GUARANTEED FOR Tl-IE LENGTH OF THE MAINTENANCE PERIOD. ST A TEMENTS OF CONFIRMATION, Tl-IE CONTRACTOR SHALL SUBMIT TO THE OWNER'S REPRESENTATIVE, Tl-IE FOLLOWING ITEMS, 1. SUBMIT, AT THE TIME OF DELIVERY, INVOICE STATEMENTS FOR ORGANIC AM[NDMENTS AND FERTILIZERS CERTIFYING DELIVERY TO THE SITE AND QUANTITIES BY BULK AND/OR WEIGHT. 2. SUBMIT SUPPLIER'S STATEMENTS OF CONFIRMATION RECORDING COMPLIANCE OF ORGANIC AM[NDMENTS AND FERTILIZERS WITH THESE SPECIFICATIONS. SUBMIT CERTIFICATES FOR Tl-IE FOLLOWING ITEMS UPON DELIVERY TO THE JOB SITE, a. QUANTITY OF COMMERCIAL FERTILIZER AND ORGANIC FERTILIZER. b. QUANTITY OF SOIL AMENDMENTS. c. QUANTITY 01= SEED. d. QUANTITY OF OTIIER SOIL ADDITIVES PER AGRONOMIC SOILS TEST REPORT. 4. SUBMIT WRITTEN CERTIFICATE OF flVDROSEEDING. 5. SUBMIT WRITTEN CERTIFICATE CF DELIVERY OF CONTAINER OR BULK MATERIALS. 6. SUBMIT WRITTEN CERTIFICATE OF QUANTITY AND QUALITY OF PLANT MATERIALS. MATERIALS, A, GENERAL, 1. 2. PROVIDE MATERIALS OF BEST QUALITY OBTAINABLE WHICH COMPLY WITH THE PLANS. NO SUBSTITUTION OF SPECIFIED MATERIALS SIIALL BE MADE WITHOUT WRITTEN APPROVAL OF THE OWNER'S REPRESENTATIVE. B. WEED CONTROL, 1. 2. PRE-PLANTING HERBICIDE, ROUNDUP OR EQUAL. PRE-EMERGENT WEED CONTROL RONSTAR-G, TREFLAN, EPTAM, VEGITEX, OR EQUAL. C. ORGANIC AMENDMENTS, D, 20 1. 2. :l. DERIVED FROM WOOD OR BARK, GRANULAR IN NATURE, STABILIZED WITH NITROGEN, FORTIFIED WITH MINERALS AND HAVING Tl-IE FOLLOWING PROPERTIES. PARTICLE SIZE, a. MINIMUM 95.,. PASSING A.; MESH SCREEN. b. MINIMUM Bo.,. PASSING AN 8 MESH SCREEN. NllROGEN CONTENT, (All VALUES BASED ON DRY WEIGHT) 0.5.,. FOR REDWOOD SAWDUST, 0,7,. FOR FIR SAWDUST, 1.0,. FOR CEDAR SAWDUST, 1.0% FOR FIR OR PINE BARK. PINE SAWDUST IS NOT ACCEPTABLE. SALINITY, CONDUCTIVITY 3.5 MILLIMHOS/CM AT 25•C OR LESS AS DET[RMINED IN SATURATION EXTRACT CONDUCTIVITY. ORGANIC CONTENT, MINIMUM 90,. BY WEIGHT. FERTILIZERS AND MINERALS. 1. PROVIDE COMMERCIAL FERTILIZER, UNIFORM IN COMPOSITION, FREE- FLOWING, SUffABLE FOR APPLICATION WITH APPROVED EQUIPMENT, DELIVERED TO THE SITE IN UN-OPENED CONTAINERS, EACH FULLY LABELLED ACCORDING TO APPLICABLE FERTILIZER LAWS, AND BEARING Tl-IE NAME OR MARK OF Tl-IE MANUFACTURER. 2. 3, 4. s. 6. COMMERCIAL FERTILIZER, •• b. c. d. •• f. • SOIL PREPARATION HYDROSPRAY WE[D CONTROL SOD LAWN SEED LAWN • • • • • MAINTENANCE, ' FERTILIZER TYPE SHALL BE BASED ON RECOMMENDATION GIVEN IN THE SOILS ANALYSIS BY "SUNLAND ANALYTICAL LAB". SOIL SULFUR, FIRST QUALITY COMM£RCIAL GRADE:. 95.,. MINIMUM ELEMENTAL SULFUR. TRI-<: HUMATE PLUS, COMMERCIAL GRAD!. ORGANIC SOIL CONDITION[R WITH ,s,, HUMIC ACID AND 7" CALCIUM AND 5% SULfUR. TRI-C HUMATE, COMMERCIAL GRADE ORGANIC SOIL CONDITIONER WITH 40" HUMIC ACID. TRI-C 6-2-4, COMMERCIAL GRADE ORGANIC SOIL CONDITIONER/FERTILIZER WITH 2oo/o HUMIC ACID, 6% NITROGEN,,,. PI-IOSDl-lORUS, 4"" POTASH, AND 5% SULFUR TRI-C IRON WITH MICRONUTRIENTS, NON-STAINING IRON (10% IRON SUCRATE), WITH 13% CALCIUM; 6'!\ SULFUR, 5.,. MAGNESIUM, 2% MANGANESE AND 1,. NITROGEN. 7. TRI-C ENDO NET AMI, ENDO NET ARBUSCULAR MYCORRI-IIZAL INOCULUM 8. IRON SULFATE [(FE2 (SO.;)], FIRST QUALITY COMMERCIAL GRADE ,o.,. MINIMUM FE, AS METALLIC. 9. AGRICULTURAL GYPSUM (CALCIUM SULFATE:_ CA S04 21-lO}. FIRST QUALITY COMMERCIAL GRADE, 23% CA. IO. CALCIUM CARBONATE LIME, FIRST QUALITY COMMERCIAL LIME. n. TRI-C MYCORRHIZAL PACKETS, 7 GRAM HYCO PAKS, WITH 10% I IUMIC ACID, AND MYCORRHIZAL FUNGI AT A MINIMUM RATE oF 100 PROPAGULES/CC Project................................... 06.004 INT~GRATION ~iiliiii DtSIGN STUDIO LANDSCAPE ARCI--HTECTS 5411 Avenida Encinas, Suite 270 Carlsbad, CA 92008.4380 I 760.602-0144 I 7 60.602.0588 www.lNTEGRA TION-DESIGN.,om E. F, G. PLANT MATERIAL, 1. QUALITY, HEAL THY, VIGOROUS, NORMAL flABIT1 FREE OF WEEDS, INSECT INFESTATION, PLANT DISEASE. SUN SCALDS, BROKEN FOLIAGE, ABRASIONS OF THE BARK, AND OTI IER DISFIGUREME:NTS. QUALITY IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS SHALL BE DET£RMINED BY THE OWNER'S R8>RESENTATIVE. 2. SIZE, TI-JAT NORMALLY EXP[CTED FOR COMMERCIALLY AVAILABLE NURSERY STOCK FOR SPECIES/VARIETIES SPECIFIED IN THESE PLANS. THE ROOT SYSTEM SHALL FILL Tl-IE CONTAINER BUT NOT BE ROOT BOUND. SIZE IN ACCORDANCE WITH THESE SPi;s::IFICA TIONS SHALL BE DETERMINED BY Tl~E OWNER'S REPRESENTATIVE. 3. 4 s. 6. 7- 8. REJECTION OR SUBSTITUTION, REMOVE REJECTED PLANT MATERIAL FROM THE. SITE IMMEDIATELY AND REPLACE AT NO ADDITIONAL COST TO THE OWNER. SUBSTITUTIONS SI-IALL NOT BE PERMITTED UNLESS EXPRESSED CONSENT IS RECEIVED FROM THE OWNER·s REPRESENTATIVE. PROTECTION, HANDLE AND STORE PLANT MATERIALS TO PROTECT FROM SUN, WIND, AND OTHER INJURIES OR DAMAGE. INJURY OR DAMAGE SHALL BE CAUSE FOR REJECTION EVEN AFTER INITIAL REVIEW. QUANTITIES, CIRCLES, DOTS, OR OTHER PLANT SYMBOLS USED WITHIN THE, PLANS ARE TflE AUTHORITY TO PLANT COUNTS AND SI-IALL DE:TERMINE, QUANTITIES PROVIDED. QUANTITIES SHOWN ON THESE DRAWINGS ARE: APPROXIMATE AND ARE ONLY FOR THE CONVENIENCE OF THE CONTRACTOR. PLANT SYMBOLS AND/OR 'ON CENTER' SPACING TAKI; PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. CONTRACTOR SHALL INFORM OWNER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN QUANTITIES AND SYMBOLS SHOWN. SOD FOR LAWN SHALL Bl; PER PLAN. SEED FOR LAWN SHALL BE PER PLAN. HYDROSEEDING, a. WOOD CELLULOSE MULCH, CLEAN. NATURAL, WOOD CELLULOSE FIBER, DYED GREEN WITH UNIFORM SUSPENSION IN WATER, ALLOWS ABSORPTION OF MOISTURE, AND RAINFALL TO PERCOLATE TO SOIL BELOW. b. ORGANIC SOIL AMENDMENT, COMPOSTED ORGANIC FERTILIZER PRODUCT WITH A 6-3·0 NPK RATING CONTAINING TRACE ELEMENTS. c. SEED, CLEAN, FRE'SH, NEW CROP, LABELED WITI-J SUPPLIER'S STATEMENT OF COMPOSITION AND PERCENTAGE OF PURITY. d. BINDER, ECOLOGY M-BINDER. •• TRI-C IRON WITH MICRONUTRIENTS. I. IRON CHELATE. g. SEED MIXES PER PLAN. MULCH, 1. TOP DRESS AT BUILDING ENTRY AND POOL AREA. KELLOGG'S 'GRO-MULCl-f. 2. MULCH AT "PARK" AREA, MULCH SHALL BE 3/4' SIZE NITROGENIZED SHREDDED MULCH. ACCESSORIES, . 1. TREE TIES. COMMERCIALLY MANUFACTURED TIES FROM BLACK TIRE CASINGS, CUT TO A MINIMUM 10' LENGTH AND HELD IN PLACE BY 12 GAUGE GALVANIZED WIRE OR SPLIT PLASTIC HOSE WITH A MINIMUM LENGTH OF 15'. SPLIT PLASTIC f.lOSE SHALL BE "CINCH TIE' OR APPROVED EQUAL 2. s. 6. TREE STAKES, 12' LONG, STRAIGHT GRAINED LODGE POLE PINE, FREE OF KNOTS, CHECKS, SPLITS AND DISFIGUREMENTS, TREATED WITH CHROHATED COPPER ARSENATE. CUPRESSUS SEMPERVIRENS (ITALIAN CYPRESS) SHALL BE STAKED WITll 16' LONG X 2· DIAMETER GALVINIZED STEEL POL•, PAINTED DARK GREEN TREE TRUNK PROTECTORS, MANUFACTURED BY V.I.T. COMPANY, INC. 2063 WINEYARD PLACE, ESCONDIDO, CA 92029, (Boo) 729-1314. GUY WIRES, 12 GAUGE GALVANIZED WIRE, NOT TO BE SPLICED. GUY WIRE HOSE, 3/8" OR 5/16' X .062' WT POLYETI-JYLENE TUBING BY WARD MFG. (714) 631-5055. ROOT BARRIER, COPOLYMER POLYPROPYLENE, INJECTION MOLDED, .080 THICKNESS ROOT BARRIER AS MANUFACTURED BY DEEP ROOT CORPORATION, (Boo) 458-7668. USE MODEL NO. UB 24-2 ADJACENT TO CURBS AND PAVED SURFACES. USE MODEL NO. UB 31>-2 OR UB 48-2 ADJACENT TO RETAINING WALLS OR BUILDING FOOTINGS. SEE PLANS AND DETAILS FOR LOCATIONS . 5, INSTALLATION: A. B. PERCOLATION TESTING, 1. UPON COMPLETION OF THE ROUGH GRADING OF THE SITE, THE OWNER'S REPRESENTATIVE SHALL IDENTIFY A TYPICAL LOCATION FOR 1 OF THE LARGEST SPE<;IHEN BOX TREES, TI-JE CONTRACTOR SHALL EXCAVATE THE PIT FOR THE TREE PER THE PROJECT SPECIFICATIONS AND DETAILS. 2. WITH Tl-IE OWNER PRESENT, TflE CONTRACTOR SHALL Fill THE PIT WITH WATER TO A DEPTH OF 12', IF POSSIBLE. Tl-IE LENGTH OF TIME REQUIRED FOR THE WATER TO PERCOLATE INTO THE SOIi:, LEAVING THE PIT EMPTY, Will BE MEASURED BY THE CONTRACTOR AND VERIFIED· BY THE OWNER'S REPRESENTATIVE. 3. WITHIN 6 HOURS OF THE TIME THE WATER HAS DRAINED FROM Tl-IE PIT Tl-IE CONTRACTOR, WITH THE OWNER PRESENT, SHALL AGAIN FILL THE PIT WITH WATER TO A DEPTfl OF 12'. IF WATER DOES NOT COMPLETELY PERCOLATE INTO THE SOIL WITHIN 9 HOURS A DETERMINATION Will BE MADE BY THE OWNER AS TO WIIETIIEA OR NOT A DRAINAGE SYSTEM TO EACfl TREE WILL BE REQUIRED. WEED CONTROL, 1. MANUALLY REMOVE ALL EXISTING WEEDS AND GRASSES AND REMOVE FROM SITE. 2. . 3. APPLY 200 LBS/ ACRE COMMERCIAL FERTILIZER TO All PLANTING AREAS. IRRIGATE ◄ TIMES DER DAY DURING Tl-IE SUMMER SEASON AND 2 TIMES PER DAY DURING OTHER SEASONS FOR 3 WEEKS TO GERMINATE SEEDS. DISCONTINUE IRRIGATION FOR 2 DAYS AND APPLY A NON-SELECTIVE CONTACT HERBICIDE, PER MANUFACTURERS DIRECTION, TO ERADICATE GERMINATED WEEDS AND GRASSES. ALLOW HERBICIDE TO KILL WEEDS AND GRASSE:S. MANUALLY REMOVE WEEDS AND GRASSES FROM SITE. MINIMIZE SOIL DISTURBANCE ON SLOPED AREAS OF THE SITE. APPROV!eD ~OR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION O~ PLANTING AREAS .;. IF WEEDS AND GRASSES STILL EXIST, IRRIGATE.; OR 2 TIMES PER DAY, AS ABOVE, FOR 2 WEE:KS OR UNTIL NEW GROWTl-l APPEARS. READPL Y HERBICIDE PER MANUFACTURER'S DIRECTION. ALLOW HERBICIDE TO Kill WEEDS AND GRASSES. MANUALLY RE:MOYE WEEDS AND GRASSES FROM THE SITE. s. NO PRE-EMERGENT HERBICIDE SHALL BE USED IN LANDSCAPE AREAS TO BE SEEDED. 6. CONTRACTOR SHALL OBTAIN APPROVAL BY THE OWNER TO APPLY ANY HERBICIDE, INSECTICIDE, FUNGICIDE:_ OR OTHER CI-JEMICALS TO BE US[D ON SITE. CONTRACTOR SHALL ABIDE BY All APPLICABLE GOVERNMENTAL STANDARDS REGULATING THE APPLICATION OF ANY CHEMICALS, AND SHALL FOLLOW .All MANUFACTURER·s RECOMMENDATIONS. All WORKERS APPLYING SUCH CHEMICALS SHALL BE LICENSED IF REQUIRED BY LAW. C. DELIVERY AND STORAGE, 1. CONTRACTOR SHALL DELIVER SOIL AMENDMENTS TO THE SITE IN THE ORIGINAL UN-OPENED CONTAINERS, BEARING THE MANUFACTURER'S GUARANTEED CHEMICAL ANAL VSIS, NAME, TRADE: NAME OR TRADEMARK, AND STATEMENT INDICATING CONFORMANCE TO STATE AND FEDERAL LAW. IN LIEU OF CONTAINERS, SOIL AMENDMENTS MAY BE FURNISHED IN BULK. A CERTIFICATE INDICATING THE ABOVE INFORMATION SHALL ACCOMPANY EACH DELIVERY. 2. CONTRACTOR SHALL ARRANGE FOR OWNER'S REPRESENTATIVE TO CERTIFY ALL UN-OPENED FERTILIZER PACKAGES ON SITE. FERTILIZER PACKAGES SHALL NOT BE REMOVED FROM SITE UNTIL AFTER INCORPORATION INTO SOIL AS PER SPECIFICATIONS, AND ONLY WHE:N DIRECTED BY OWNER'S REPRESENTATIVE. .5. CONTRACTOR SHALL STORE AND PROTECT PLANTS NOT INSTALLED ON THE DAY OF ARRIVAL AT THE SITE. D. SOIL PREPARATION, THE CONTRACTOR SHALL HAVE OBTAINED RESULTS FROM SOIL TESTING TO DETERMINE IF SOIL IS TO BE IMPORTED OR IF ON SITE: SOIL WILL BE AMENDED. FINISH GRADING, MOUNDING, SOILS TESTING AND WEED CONTROL SHALL BE COMPLETED PRIOR TO SOIL PREPARATION. 1. AMENDING ON SITE SOIL, a. CROSS-RIP ON GRADE PLANTING AREAS TO A DEPTH OF 10'-12' IN 2 DIRECTIONS. b. APPLY PER 1,000 SQ. FT. OF PW<TING AREA (EXCLUDING SLOPES GREATER TflAN 2,1). THESE RATES MAY BE ADJUSTED BY THE SOILS REPORT AND ARE FOR BIDDING PURPOSES ONLY, ORGANIC AMENDMENT COMMERCIAL FERTILIZER SOIL SULFUR TRI-C HUMATE AGRICULTURAL GY PSUH _L CU. YDS. --3L LBS. ___1LLBS. __5Q_LBS. _.KlQ.LBS. c. BROADCAST THE ORGANIC SOIL AMENDMENTS UNIFORMLY OVER SURFACE OF THE AREA TO BE TREATED. INCORPORATE INTO Tl-IE SITE SOIL BY CULTIVATION, SPADING, OR ROTO-TILLING, TO A DEPTl-l OF 6' AND FINE GRADE TO SPECIFIED DEPTH BELOW ADJACENT PAVING AND CURBS. REMOVE FROM All PLA"TING AREAS, ROCKS AND DEBRIS LARGER TflAN 1' AND REMOVE FROM THE SITE. CLEAN MINERAL AND AMENDMENT STAINS FROM PAVING. d. MOISTURE CONTENT, THE SOIL SHALL NOT BE WORKED WHEN Tl-IE MOISTURE CONTENT IS SO GREAT THAT EXCESSIVE COMPACTION WILL occuri. AND NOT WI-JEN IT IS so DRY TI-JAT DUST WILL FORM IN THE AIR. WATER SHALL BE APPLIED, IF NECESSARY, TO PROVIDE IDEAL MOISTURE CONDITIONS. 2. BACKFILL MIX, a. STANDARD BACKFllL MIX, USE: IMPORT TOPSOIL. STOCKPILE TOPSOIL. OR ON SITE SOIL BASED ON THE SOILS REPORT. THIS MIX IS FOR BIDDING ONLY. BLEND PER CUBIC YARD, TOPSOIL/IMPORT SOIL 3 PARTS BY VOLUME ORGANIC AMENDMENT TRI-C HUMATE TRI-C IRON W/ MICRONUTRIENTS 1 PART BY VOLUME 6 LBS PER CUBIC YARD OF HIX 2 LBS PER CUBIC YARD OF MIX AGRICULTURAL GYPSUM ~ LBS PER CUBIC YARD OF MIX FERTILIZER (6-20-20) 1.5 LBS PER CUBIC YARD OF MIX b. ACID LOVING PLANT MIX, USE IMPORT TOPSOIL, STOCKPILE TOPSOIL, OR ON SITE SOil, BASED ON TI-JE SOILS REPORT. THIS MIX IS FOR BIDDING ONLY. SEE PLAN FOR INDICATION OF ACID LOVING PLANT MATERIAL. BLEND PER CUBIC YARD, . TOPSOII.JIMPORT SOIL 1 PARTS BY VOLUME NITROLIZING ORGANIC AMENDMENT 5 PARTS BY VOLUME COMPOSTED LEAF MOLD TRI-C HUMATE TRI-C IRON W/ MICRONUTRIENTS AGRICULTURAL GYPSUM .; PARTS BY VOLUME .; LBS PER CUBIC YARD OF MIX 2 LBS PER CUBIC YARD OF MIX 5 LBS PER CUBIC YARD OF MIX FERTILIZER (1>-20-20) 1.5 LBS PER CUBIC YARD OF MIX C. SUCCULENT/CACTUS MIX, USE IMPORT TOPSOIL. STOCKPILE TOPSOIL, OR ON SIT[ SOIL, BASED ON THE SOILS REPORT. TI-IIS MIX IS FOR' BIDDING ONLY. SEE PLAN FOR INDICATION OF SUCCULENT/ CACTUS PLANT MATERIAL. BLEND PER CUBIC YARD, TOPSOIL 6 PARTS ORGANIC AME:NDMENT DOUBLE WASHED SAND TRI-C HUHATE E. FINISH GRADING, 3 PARTS :i PARTS 2 LBS PER CUBIC YARD OF HIX 1. PRIOR TO THE COMMENCEMENT OF PLANTING OPERATIONS, COMPLETE FINISH GRADING AS SPECIFIED. P L A N D A T E 1----+---+--------------+---i--i---+---t~ CITYPLA~N~G £!R~M~H~BAD 20Augo1 R E; V 21 Jano8 2.8 l=E1b 08 9Apro8 lslSubmiHal S O N S 2nd Submittal 3rd Submittal 4th Submittal DATE INITIAL DATE INITIAL ENGINEER Of WOR REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL LANOSCAPE PLANTING SPECIFICATIONS FOR, LA COSTA OAKS NORTH RECREATION CENTER PLANNING OWN BV: ___ _ CHKO 8Y1 ___ _ RVWD BV: PROJECT NO. CT05-14 DATE DRAWING ND. 446-4M :1 i ' I i I l i l I l oi .,. I a. l ( L--------------------------------------------------------=~~~~=~~~~==~===~~=~~~~~=~-----------------------------------------=~-=~:::-'JI 2.\200& PROJECT s\06.004 lq Costa Ooi.. Norlh\Drnwtng Files\CD\SPfCS.dwg\LP 10 (SH£IT 30)\18 Mor 2008 5:54 Pl-I by: Kari W.Q, No. 2352-69 l I BIN, !11111 LANDSCAP£ PLANTING SP£Cl!=ICATIONS CONTINU£D1 E. F. FINISI-I GRADING, 1. PRIOR TO THE COMMENCEMENT OF PLANTING OPERATIONS, COMPLETE FINISH GRADING AS SPECIFIED. 2. WHEN PRELIMINARY GRADING, INCLUDING WEEDING AND FERTILIZING HAS BEEN COMPUTED. AND THE SOIL HAS DRltD SUFFICIENTLY TO BE READILY WORKED, PLANTING AREAS SHALL BE GRADED TO UNIFORM LEVRS Oil SLOPES AT A MINIMUM OF 2%. HINOll ADJUSTMENTS TO FINISH GRADES SHALL BE HADE IH THE: DIRECTION OF THE FLOW. LOW SPOTS AND POCKETS SHALL BE: GRADED TO DRAIH PROPERLY. GRADING SHALL BE: DONE Wll[N SOIL IS AT OPTIMUM MOISTURE CONTENT FOil WORKING. ROCK AND DEBRIS MORE THAN 1' IN DIAMETrn SHALL BE REMOVED FROM THE SITE. 3, LAWH BEDS SHALL BE RAKED LIGHTLY TO AN EVEN SURFACE, REMOVING ANY FOREIGN MATERIALS. CARE SHALL BE TAKEN NOT TO CHANGE THE DRAINAGE PATTERN. THE LAWN BED SHALL BE INSPECTED BY THE OWNER'S REPRESENTATIVE TO DETERMINE THE SUITABILITY FOil PLANTING PRIOR TO INSTALLATION OF S[[D OR SOD. PLANTING 1. rnEES, S_HRUBS AND VINES, 2. a. THE OWNER'S REPRESENTATIVE SHALL APPROVE THE PLACEMENT OF ALL PLANT MATERIAL BEFORE PLANTING PITS ARE EXCAVATED, THE CONTRACTOll SHALL LA VOUT PLANT LOCATIONS FOil SHRUBS AND VINES, OR PLACE SPECIFIED QUANTITIES OF PLANTS IH CONTAINERS AT LOCATIONS SHOWN ON PLANS. CONY!lACTOR SHALL LOCATE TREES 24' BOX AND SMALLER WITH MARKEil STAKES. CONTRACTOR SHALL LOCATE TREES 30' AND LARGEll WITH MARK~ll STAKES, AND FLAG THE NORTH SIDE OF EACI~ TREE. CONTRACTOR SHALL HAVE ALL PLANT MATERIAL LOCATED PRIOR TO THE SITE VISIT BY THE OWNER'S REPRESENTATIVE. b. PLANT MATERIALS AS SOON AS SITE JS AVAILABLE AND WEAHJER CONDITIONS ARE SUITABLE FOR PERFORMANCE ANO THE SEQUENCE OF THE SPECIFICATIONS. DO NOT PLANT IF THE SOIL IS EXCESSIVELY WET, c. EXCAVATE PLANT PITS 2 TIMES WIDER THAN THE PLANT CONTAINER. EDGES SHALL BE o'OR HORE AWAY FROM CURBS AND PAVING. d. SET PLANTS IN CENTER OF PITS, IN VERTICAL POSITION SO THAT CROWN OF PLANT IS 1' ABOVE ADJACENT FINISH GRADE. BACKFILL PLANT PIT WITH BACKFILL MIX 10 1/2 THE HEIGHT OF THE ROOT BALL AND WATER, a. HYCORRIIIZIAL PACKETS, PLACE PER HIE FOLLOWING SCI IEDULE, , 1 GAL 7 GRAM PACKET • 5 GAL 3 7 GRAM PACKETS • 15 GAL. 24' BOX e 7 GRAM PACKETS • 3o"BOX, 36' BOX 16 7 GRAM PACKETS • 42"BOX, 48' BOX 22 7 GRAM PACKETS I. CONTINUE BACKFILLING AND FORM SHALLOW BASIN AROUND EACH EDGE OF ROOT BALL BY DEPRESSING SOIL SLIGHl'L Y BELOW FINISH GRADE. FORM BASIN RIMS, KEEPING RIM WITHIN OUTER EDGES OF ROOT BALL WATER TO SATURATE ROOTS AND FINISH BACKFILL AROUND ROOT BALL. g. h. I. k, l m. FINE GRADE AREAS AROUND PLANTS TO SPECIFIED FINISH GRADE AND DISPOSE OF EXCESS SOIL. PRUNE AND SHAPE ALL TREES, SHRUBS AND VINES, AS DIRECTED BY OWNER'S REPRESENTATIVE. REMOVE STAKES AND ESPALIER RACKS AND SECURE VINES TO ADJACENT MASONRY SURFACES WITH SCREW EVES Oil MET AL FASTENERS, AND HEAVY DUTY CLEAR PLASTIC .TIES OH WOOD SURFACES. ALUMINUM NAILS WITH HEAVY DUTY CLEAR PLASTIC TIES HAY BE USED IN LIEUOF METAL FASTENERS. SLOPES s AND I-IIGHrn IN VERTICAL ELEVATION SHALL BE PLANTED WITH GROUNDCOVDl. SLOPES 15' ANO HIGHER IN ELEVATION SHALL BE PLANTED WITH GROUNDCOVER; TREES AND SHRUBS. TREES SHALL BE PLANTED AT LEAST 5' FROM ANY DRIVEWAY, DRAINAGE FLOW LINE, UNDERGROUND UTILITIES SUCH AS SEW£RS, WATERLINES, GAS LINES, SIDEWALKS, AND BUILDINGS, ETC. ALL TREES SHALL BE PLANTED AT LEAST 5' BEHIND CITY RIGHT-OF- WAY. PLANTINGS SHALL NOT BE LOCATED SUCH THAT THEY WOULD CAUSE A LINE OF SITE PROBLEM FOR VEHICULAR TRAFFIC •. n. ALL STAKING AND GUYING SHALL BE AT THE DISCRETION OF THE CONTRACTOR WITH TIIE APPROVAL OF THE LANDSCAPE ARCHITECT. CITY, ANO THE OWNER. TJ;E STAKING AND GUYING INSTALLATION SHALL BE PER THE DETAILS INCLUDED IN THESE PLANS. GROUNDCOVER AND ANNUALS, a. IN ADDITION TO WIIAT IS SIJOWN ON THE PLANS, CONTRACTOR SHALL PROVIDE AND INSTALL 110 FLATS OF 4' POTS OF ANNUAL COLOR AT a• O.C. PLANT SPECIES TO BE SELECTED AND SPOTTED BY THE OWNER'S REPRESENTATIVE AT THE TIME OF INSTALLATION. b. PLANT GROUNDCOVER/ ANNUAL COLOR TO COVER THE DESIGNATED AREAS AT Tl IE SPECIFIED ON CENTER SPACING. c, ALL GROUNDCOVER/ANNUAL COLOR SHALL EXTEND UNDERNEATH ALL TREES AND SHRUBS IN PLANTING BEDS. d. PLANT GROUNDCOVER/ANNUAL COLOR IN STRAIGHT ROWS, EVENLY SPACED USING TRIANGULAR SPACING UNLESS OTHERWISE NOTED ON PLANS. a. INSTALL 1 • 5 GRAM FERTILIZER TABLET WITH EACH GROUNDCOVrn PLANT. I. MOISTEN SOIL BEFORE PLANTING. RETAIN SLIGHT DEPRESSION AROUND EACH PLANT, FINISH WITH NEAT AND UNIFORM FINISH GRADES. HAND WATER IMMEDIATELY AFTER PLANTING, PLANTS SIIALL NOT BE ALLOWED TO DRY OUT BEFORE, DURING, OR AFTER INSTALLATION. CONTINUE TO HAND WATER AS REQUIRED FOR I MONTH. HYDROSEEDING. a, GRADING, FINE GRADE AREAS TO BE SEEDED TO A SMOOTH CONTINUAL GRADE, CONFORMING TO THE SPECIFIED DRAINAGE PATTERNS AND FINISH GRADES. REMOVE ROCKS AND CLODS LARGER THAN 1' IH LAWN AND SHRUB AREAS, AND ~• ON SLOPES 3,1 AND STEEPrn. G. ,. J. 4, b. EQUIPH[NT, HVDROSEEDER SHALL HAVE A BUILT-IN AGITATION SYSTEM AND CAPACITY LARGE [NOUGH TO AGITATE, SUSPEND, AND HOMOGENEOUSLY BLEND A SLURRY CONTAINING 40 LBS. OF MULCH, ANO 8 LBS.OF FERTILIZER SOLIDS FOR EACH 100 GALLONS OF WAT[R. c. PREPARATION, FILL TANK TO 1/3 CAPACITY WITH WATER. IN TH& ORD&R LISTED. ADD FERTILIZER, BINDER (IF REQUIRED), SEED, THEN MULCH TO FORM A SLURRY BEFOR& TANK REACHES 3/ 4 CAPACITY. SLURRY SHALL BE PREPARED ON SITE WITH APPLICATION COMMENCING IHHEDIATEL Y AFTER TANK IS FliLL. d. APPLICATION, MOISTEN SOIL PRIOR TO HVDROSEEDING. APPLY THE SLURRY ALLOWING WOOD FIBERS TO BUILD ON EACH OTHER UNTIL A UNIFORM COAT IS ACHIEVED AND MATERIAL IS SPREAD AT THE REQUIRED RATE PER ACRE. CLEAN OVER SPRAY FROM AREAS NOT DESIGNATED TO RECEIVEHYDROSEEDING, a. WATERING, MAINTAIN PROPrn SOIL MOISTURE LEVEL TO INSURE PROP[R GERMINATION AND PLANT GROWTH UNTIL THE ENO OF THE MAINTENANCE PERIOD. I. RE-SEEDING, RE-SEED BARE AREAS AS LONG AS NECESSARY TO OBTAIN FULL PLANT COVERAGE. g. EROSION CONTROL, PER ACRE, WOOD CELLULOSE FIBER TRIC-C HUHATE PLUS SOIL CONDITIONER COMMERCIAL FrnTJLJZER SOIL BINDER• 2,000 LBS. 700 LBS 300 LBS. 120 LBS. • BETWEEN THE MONTHS OF NOVEMBER AND MARCH, ADD 120 LBS. PER ACRE, ECOLOGY CONTROL M-BINDER (PER MANUFACTURER'S RECOHMENDA TIONS), h, SEED LAWN, PEA ACRE, WOOD CELLULOSE FIBER 2,000 LBS. TRI-C (6-2-4) SOIL CONDITIONER/FER rJLIZ[R 400 LBS COMMERCIAL FERTILIZER 400 LBS. SElD 435 LBS. I. PRIOR TO THE ACCEPTANCE OF HYDROSEEDED AREAS, BY THE CITY RESIDENT ENGINEER, A CERTIFIED R£PORT MUST BE SUBMITTED BY A REGISTERED LANDSCAPE ARCHITECT FROM THIS OFFICE, STATING THAT HVDROSHDING WAS DONE ACCORDING TO THE PROJECT SPECIFICATIONS, AND Tf-lAT ITS GROWTH IS ADEQUATELY ESTABLISHED TO PREVENT EROSION. SOD LAWN, a. FINE GRADE AREAS TO RECEIVE SOD TO A SMOOTH CONTINUAL GRADE CONFORMING TO THE GRADING AND DRAINAGE PLAN. REMOVE ROCKS AND CLODS LARGER THAN 1' IN DIAMETER. b, SPREAD SPECIFIED COMMERCIAL FERTILIZER AT THE RA TE OF 10 LBS. PER 1,000 SQ. FT. c. MOISTEN SOIL PRIOR TO INSTALLATION OF SOD. SOD MUST BE INSTALLED THE SAME DAY IT IS DELIVERED TO THE SITE. INSTALL SOD IN SECTIONS NO SMALLER THAN ( SQ. FT., LAID PARALLEL TO THE CONTOURS. STAGGER JOINTS BETWEEN ROLLS, AND BUTT ENDS TIGHT. SIFT SOIL INTO JOINTS TO FILL VOIDS. d. ROLL WITH WATER BALLAST ROLLER TO OBTAIN POSITIVE CONTACT BETWEEN SOD AND SITE SOIL WATER IMMEDIATELY AFTER JNSTALLATIOH, AND KEEP WATERED TO A SOIL DEPTH OF o· UNTIL SOD BEGINS TO ROOTINTO SITE SOIL MULCI-I, 1. SHRUB ANO GROUNOCOVER AREAS EXCLUDING ANNUAL COLOR SJ !ALL RECEIVE 3' OF MULCH, AS SPECIFIED UNDER MATERIALS. ACCESSORIES, 1. TREE TIES, WHEN USED AT CONTRACTOR'S DISCRETION, INST ALL PER DET All. 2. TREE STAKES, WHEN USED AT CONTRACTOR'S DISCRETION, INSTALL PER DETAIL, 3, TREE TRUNK PROTECTORS, INSTALL TO PROTECT THE LOWEST 4' OF EXPOSED TRUNK, 4, GUY WIRES, WHEN USED AT CONTRACTOR'S DISCRETION, INSTALL PER DETAIL. 5, GUY WIRE HOSE, WHEN USED AT CONTRACTOR'S DISCRETION, INST ALL PEil DETAIL 6. ROOT BARRIER, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. MAINTENANCE, 1. MAINTAIN PROJECT FOR A PERIOD OF 2S2 CALENDAR DAYS, FOLLOWING THE CORRECTION AND/Oil COMPLETION OF PRE-MAINTENANCE WALKTHROUGH PUNCH LIST ITEMS IDENTIFIED BY THE OWNER'S REPRESENTATIVE. MAINTENANCE PERIOD SHALL NOT COMMENCE UNTIL EVIDENCE OF OWNER'S REPRESENTATIVE'S SATISFACTION IS RECEIVED IN WRITING, 2. MAINTENANCE SHALL INCLUDE BUT NOT BE LIMITED TO MOWING, TRIMMING, PRUNING. WATERING, FERTILIZATION, WEED CONTROL. CULTIVATION. PEST CONTROL. CLEAN-UP, OPERATION/ADJUSTMENT ANO REPAIR OF THE IRRIGATION SYSTEM. 3, APPLY COMMERCIAL F£RTILIZEll AT THE RATE RECOMMENDED BY 'SOIL AND PLANT LAB', AS REQUIRED TO ESTABLISH THRIVING PLANTS. 4-PROTECT NEWLY PLANTE'D AREAS FROM FOOT TRAFFIC, VANDALISM, THEFT, BURROWING OR GRAZING ANIMALS, AND EROSION, REPAIR AND REPLANT DAMAGED AREA. REPLACE D£AD. DAMAGED, OR HISSING PLANTS. 5. COMPLETION OF MAINTENANCE PERIOD AND PLANT ESTABUSHHENT SHALL BE DETERMINED BY THE OWNER'S REPRESENTATIVE, IN WRITING, FOLLOWING A FINAL MAINTENANCE WALKTHROUGH. 6, THE DEVROPER SI-IA~L MAINTAIN ALL LANDSCAPE MAINTENANCE DISTRICT (LHD) AREAS FOR A PERIOD OF 7 YEARS AFTER THE BEGINNING OF THE OWNER/CITY APPROVED PRE-MAINTENANCE PERIOD. CLEAN-UP, 1. UPON COMPLETION OF WORK IN THIS SECTION, CONTRACTOR SHALL REMOVE ALL RUBBISll, TRASH, AND DEBRIS RESULTING FROM THE OPERATIONS, REMOVE UNUSED EQUIPMENT AND IMPLEMENTS OF SERVICE, LEAVE ENTIRE AREA INVOLVED IN A NEAT AND ACCEPTABLE CONDITION SUCH AS TO MEET TH£ APPROVAL OF THE OWNER'S REPRESENTATIVE. LANDSCAPI: PLANTING NOTl:S: SLOP£ PLANTING Rl:QUIRl:M£NTS SLOPES 6,1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS. a. ST AN DARO '1 . COVER CROP/REINFORCED STRAW MATTING COVER CROP SHALL BE A SEED ~IX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES. CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOil CITY APPROVAL PRIOR TO APPUCATIOM. TH, COVER CROP SHALL BE APPLIED AT TllE RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF REINFORCED STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BV THE MANUFACTIJRER. REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BHWEEH AUGUST 1' AND APRIL 15. b. STANDARD •2-GROUND COVER ONE HUNDRED OOO'lf,) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEARJ e. STANDARD •3-LOW SHRUBS LOW SPREADING SHRUBS (PLANTED FROM A MINIMUM OF 2 f LINERS) SHALL COVER A MINIMUM OF SEVENTY (7Q'lf,) PERCENT OF THE SLOPE FACE (AT MATURE SIZE~ d. STANDARD 14-TREESAND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RA TE OF ONE rn PEil TWO HUNDRED (200) SQUARE FEET SLOPES -6,1 OR STEEPER ANO. a. 3'0R LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREHS REQUIRE AT MINIMUM STANDARD "I b. 3'TO 11 IN VERTICAL HEIGHT REQUIRE STANDARDS "l."2. AND •3. c. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS •1, •2. •3. AND '4. AREAS GRADED FLATTER THAN 6,1 REQUIRE STANDARD "I (COVER CROP) WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS. a. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. b. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY c, IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT, APPROVE:D FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRE:CISI: LOCATION 01= PLANTING AREAS INT~GRATION P L A ~ .... -N D A T I: 1st Submittal fs¥l CITY OF CARLSBAD l----+---+-------------------+------1----t----i----1 ~ PLANNING DEPARTMENT 1----+---+-------------------+------t-----t----i----i DI:: SIGN STUDIO LANDSCAPE ARCHITECTS 5411 Avenida Encinas,Suile270 Carlsbad, CA 92008.4380 I 760.602.014• f 760.602.0569 20Augo7 21 Jano8 28 f'.eb 08 9Apro8 S O N S 2nd Submittal 3rd Submittal 4th Submittal DATE INITIAL DATE INITIAL LANDSCAPE PLANTING NOTES &SPECIFICATIONS FOR, LA COST A OAKS NORTH RECREATION CENTER DATE INITIAL CHKD BY:____ • _ EHGINEER OF WORI 01HER APPROVAL CITY APPROVAL RVWD BY: '7 REVISION DESCRIPTION PROJECT NO. 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