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Home My WebLink AboutDWG 345-9L; CT 84-32; COBBLESTONE SEA VILLAGE UNIT 1&2; 01-47CARLSBAD TRACT NO. 3. ALL WORK, CONSTRUCTION AND MATERIALS SHALL COMPLY WITH ALL PROVISIONS OF THE LATEST BUILDING CODE AND WITH OTHER RULES, REGULATIONS AND >( ORDINANCES GOVERNING THE PLACE OF WORK. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION -- OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICT BETWEEN THE ,-, REQUIREMENTS OF THE CODE AND THE DRAWINGS. \ X '\ 4. ~1~i~~i~Bt:iigJ~'~B~~~~~~~ 6~f l'fi~~VENIENCE ONL y AND DOES NOT I \ 5. DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE LANDSCAPE ARCHll'ECT. CORRECTED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. 6. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN ON THESE DRAWINGS AND SPECIFICATIONS UNLESS SPECIFICALLY NOTED OTHERWISE. KEY MAP LEGEN SUBDIVISION BOUNDARY - LOT LINE STREET LIGHT FIRE HYDRANT SEWER MAIN --s-- \ \ SEA VILLAGE 4 ~ffeef> -Y...-......... I ' I -......... / I );~,,,,,,. I / I / c~· "'$' 7° IRRIGATION "§i1r.9 I . PLANTING SHT. 27 DRIVE 84-32 UNIT PROPOSED ALGA~ IRRIGAT·"'1o""N,--..._SHT~. 3~::--+ PLANTING SHT. 21 I UNIT 1 I 0 201 7. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE UNLESS OTHERWISE SHOWN: THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION.THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES.SEQUENCES AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT AND HIS ENGINEERS SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES REQUIRED FOR SAME, WHICH ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT AND HIS ENGINEERS DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT AND HIS ENGINEERS, WHETHER OF MATERIALS OR WORK, AND WHETHER PERFORMED PRIOR TO, DURING OR AFTER COMPLETION OF CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN WATER MAIN SHEET NO. --w--- IRRIGATION SHEET 5 PLANTING SHEET 18 \ s~~: 1"~~~- ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS, BUT LOT ND. 27 THEY DO NOT GUARANTEE GENERAL CONTRACTOR'S PERFORMANCE AND SHALL ._ ________________ __, NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. 8. A PROTECTION FENCE SHALL BE CONSTRUCTED AND MAINTAINED CONSTRUCTION CONFORMING TO THE REQUIREMENTS OF THE BUILDING CODE. DURING 9. MAINTAIN SANITARY TOILET FACILITIES DURING CONSTRUCTION AS REQUIRED BY APPLICABLE REGULATIONS. 10. THE GENERAL CONTRACTOR WARRANTS TO THE OWNER AND THE ARCHITECT THAT ALL MATERIALS AND EQUIPMENT FURNISHED WILL BE NEW UNLESS OTHERWISE SPECIFIED AND THAT ALL WORK WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS. 11. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COOR DINA TING HIS WORK AND/OR EQUIPMENT SUPPLIED BY THE OWNER. 12. PROVIDE FACILITIES FOR THE PHYSICALLY HANDICAPPED IN ACCORDANCE WITH C.A.C. TITLE 24 AND AS REQUIRED BY THE UNIFORM BUILDING CODE 1991 EDITION. 13. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE GENERAL CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTION OF HIS WORK. 14. PAVING, MASONRY AND CONCRETE SUBCONTRACTORS ARE TO COORDINATE WITH THE ELECTRICIAN, DRAINLINE SUBCONTRACTOR AND IRRIGATION SUBCONTRACTOR FOR SLEEVING, PIPING AND/OR CONDUIT INSTALLATION UNDER OR THROUGH HARDSCAPE ELEMENTS. 15. VERIFY ALL PROPERTY LINES OR LIMIT OF WORK LINES PRIOR TO COMMENCING WORK. 16. IN THE CASE OF DISCREPANCIES IN THE DRAWINGS, SPECIFICATIONS TAKE PRECEDENCE OVER DETAILS, AND DETAILS TAKE PRECEDENCE OVER PLANS. 17. SUBSTITUTIONS MUST BE APPROVED IN WRl'TING BY THE OWNER. 18. THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL TRADES ARE PROVIDED WITH CURRENT DRAWINGS AND SPECIFICATIONS APPROVED FOR CONSTRUCTION. DO NOT ALLOW DOCUMENTS NOT APPROVED FOR CONSTRUCTION TO BE USED IF SEEN ON SITE. \ \ \ .,,.,----~ -\----I HEREBY IJECLAHE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED 1!1::SPONSIBl.E CHAHGE OVRR TIIF: DESIGN OF nrn PROJECT AS IJEFINEIJ lN SECTION 6703 Of' THE BUSINESS AND PIWFESSIONS CODE, AND Tl IAT THE DESIGN IS CONSISIBNT WITII CllllHENT STANDARDS. I UNDERSTAND THAT THE CHf:CK OF PROJECT DRAWINGS AND SPECIFICATIONS BY TIIE CITY OF CARLSBAD IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS TIIE LICENSJ<:D DESIGNER OF WORK, OF MY RESPONSllllLITIES FOR PROJECT DESIGN, TtlESE PLANS HAVE llEl,;N l'HJ,;PAJ{J,;lJ IN SUBSTANTIAL CONFORMANCE WITH THE APPROVlm lANllSCAl'E CONCEPT l'lAN, WATER CONSER- VATION PLAN, FIHE PROTECTION PLAN, AND ALL CONDITIONS OF Al'l'llOVAL l{ELA:mll TO LANDSCAl'ING. BY:HAAOLD E. MESTYANEK, JR. DA:rn: MAY 17, 1996 Preparer IVY LANDSCAPE ARCHITECTS, INC. 757 WEST IVY STREET SAN DIEGO CALIFORNIA 92101 'f.z.q.q7 DATE 1 ~-~-N. INITIAL & 2 VICINITY MAP NO SCALE I\ P,/i,1,/1:S.:. ~UEEiT /1-JPl!X, ,....~.., -,-,_ • SHEET IHEET NUMBER 1 2 1-11 14-11 18-11 11-20 21-31 32 33-34 3.5-.30 37-41 42.-+5 4&-47 INDEX SHEET TITLE TITLE SHEET RECLAIMED WATER PLAN IRRIGATION PLANS IRRIGATION DETAILS HARDSCAPE PLANS HARDSCAPE DETAILS & NoTES PLANTING ' PLANTNG DETAILS & NOT~S SPECIFICATIONS IRRIGATION PL..ANS (1..ore, !O'f ltNO 2z7) HARDSCAPE PLAN':, (LOTt, IO'f A/JD 22.7) HAP.DbCAPC PE.TA(L!:> Cl.OT$ !01AJJ0227) fZ..t\l.JT/N Pl.AN$ C tJr'!o 10"1 1-/.IP zz. 7) PROJECT OWNER: PAC WEST Q-Al 550 WEST 'C' STREET SAN DIEGO, CALIFORNIA TEL: (619) 544-9100 FAX: (619) 544-0646 CONTACT: SAM HOLTY CIVIL ENGINEER: TA 92101 ' HUNSAKER & ASSOCIATES SAN DIEGO, INC. 10179 HUENNEKENS STREET SAN DIEGO, CALIFORNIA 92121 TEL: (619) 558-4500 FAX: (619) 558-1414 CONTACT: DAVID IIAMMAR LANDSCAPE ARCHITECTS: IVY LANDSCAPE ARCHITECTS, INC. 757 WEST IVY STREET SAN DIECO, CALIFORNIA 92'11)1 TEL: (619) 235-53W ~ 00 N 0 ~ FAX: (619) 235~5369 CONTACT: HARRY MESTYANEK CITY OF CARLSBAD ENGINEERING DEPARTMENT __ O!k!no:~A~--------Ar1fc!~F! "AS BUil T" RCE EXP. REVIEWED BY: INSPECTOR . DATE DATE .. 1¢2,/1· $ I SH1T I ~~~s I CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE PLANS FOR: 'TI CARLSBAD TRACT 84-32 COBBLE_,S'fONE SEA VILLAGE UNITS l & 11 />PPROVF.~ ~ /J (}_ . A I 1-,1-'2.j- ASSISTANT PL""'NING DIR'°' TOR DA DI\W BY: PROJECT NO. DRA'MNG NO. DATE INITIAL DATE INITIAL CHKD BY: • APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDIN,G PRECISE LOCATION OF PLANTING AREAS. ,) ._ __________________________________________________________________________ ,:;;;;;;;;:_ _______ ;,:.;.,;,;;;..;:.;.;;...,.;,._..,.;.,;;,.,.;,..;:.;.;;;. ... .:. ... :.:========================================•--·"•7" . ..:-:______________ '1' C.T.64-32 345-9 L ENGINEER OF \\ORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RV\\ll BY: :t.-:-:··-~~·-- c.M.W.D. 82-302 TIJlE SHEET (1!}-) , ·. __ :_·:r-·· -.i"·.·r-·-c--r~!:_,_~--r--·· ...----J.---"11:---,.:-. ----,-~:--·:::':=--..cc"'.·~--:r-~;--. ·~----·._:,-1: -r. :i···; -·· --•--· :"'. ;··:;·:t..:;: -::--:-:J I l. ' J. . ·•T ,i:---___ t/t-• •• ) I , ' GENERAi, NOTES RE<;LAI¥ED WATER NOTES 1. Ail MlRI< SHAI..L BE DONE IN ACCORDANCE 'MTH THE CARLSBAD MUNIOPAL WATER DISTRIcrs "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" DATED OCT08ER, 111113. 2. DRINKING F'OUNTAINS SHALL BE PROTECTED FROM SPRAY OF RECLAIMED WATER BEST MANAGEMENT PRACTICES SHALL BE TO MINIMIZE RECLAIMED WATER ENCROAa--tMENT TO PUBLIC FACUTIES SUCH AS PICNIC TABLES, BBO'S. PLAYGROUNDS, SAND TOT LOTs. ETC. 3. NO POND'NG. 'lUN-OFF OR OVER-SPRAY IS PERMITTED 4, HOSE BIBS ARE SlRICTL Y PROHIBITED. ~. ON-SITE CROSS-CONNECTIONS BET'vlITN R[QAIMED WA'IIR LINES AND POTABLE WA'IIR LINES IS STRICTLY PROHIBITED. 8. NO SUBSTITUTION Of PIPE MATERIALS WILL BE ALlO~ 'MTI-iOUT PRIOR APPROVAL Of THE OTY OF CARLSBAD MUNIOPAL WA'IIR DISTRICT. 7. ALL ON-srn:: PIPE:S SHAI..L HA'-£ WARNING TAP!' P£R CARLSBAD MUNtaPAL WAlER DIS'TRICiS RULES AND REGULATIONS. RECLAIMED WATER CARLSBAD COBBLESTONE SEA SIGNAGE NOTES THE FOLLOWING GUIOEUNES FOR THE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR Of EACH CONTROLI..ER ~ERE THEY ARE EASILY l.1SIBLE. PLACE ON 8-1/2" X 11" SIZED SIGN. SYSTEM (PRIVATE) TRACT NO. 84-32 VILLAGE UNIT 1 * 8. HOURS FOR IRRIGATION WITH RECLAIMED WATER ARE FROM 10: 00 P.M. TO 8: 00 A.M. COLOR: PURPLE BACKGROUND l'IITH BLACK LE I IER1NG. PAl M ' -~T -· Rr"tA-6-_ THE HOURS FOR IRRIGATION WITH DISINFECTED TERnAAY RECLAIMED WATER MAY BE MOOIFlED BY LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS VIITH DISIN- FECTED TERIARY REQAIMED WATER SHALL BE UNDER THE SUPERVISION Of THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER Of A LESSER OU"1..JTY THAN DISINFECTED TE:RIARY RECLAIMED WATER SHAU. BE BETV!IEEN THE HOURS Of 10:00 P.M. AND 6: 00 A.M. II. PROVIDE: A MINIMUM Of AT I.EAST 18 INCHES OF CO'v£R 0~ Ail WIRING AND PIPING. 10. NON-DESIGNATED USE AREAS SHAI..L BE l'ROTECTED FROM CONTACT Wln1 RECLAIMED WATER, 'M-iETHER BY 'MNOBLOWN SPRAY OR BY DIRECT APPLICATlON THROUGH IRRIGA- TION OR OTHER USE. LACK OF PROTECTlON, 'M-JETHER BY DESIGN, CONSTRUCTION PRACTIC£ OR SY'STEM OPERATION, IS STRICTLY PROHIBITED. 11. IRRIGA nON HEADS SHALL BE RELOCATED OR AD..USTED TO PREVENT O'-£R-SPRA't'1NG ON SIOEWAU<S, STREETS AND NON-DESIGNATED USE AREA5. 12. RECLAIMED WATER QUID< COUPLING VAll.1:S Sl-1ALL BE Of A fYP£ DESIGNED FOR THE USE ON RECLAIMED WATER DISTRIBUTION SYSTQAS ( SPIKES NOT INTERCHANGEABLE WTH POTABLE WATER QUICK COUPLER SPIKES ) Pffi CARLSBAD MUNIOPAL WAlER DISlRICiS Rl.lL.£5 ANO REGULATIONS. 1J. METERS S>jAl_L BE SIZED BY THE arv OF CARLSBAD MUNICIPAL WATER DISTRICT. 14. AU. IRRIGATlON PIPE SHAI..L BE STENCILED, COLOR-COOED (PURPLE) AND LAID \fl!TH WARNING T/IPE PER THE OTY OF CARLSBAD MUNIOPAL WATI:R DISTRICT'S RULES ANO REGULATIONS. 1~. All POTA8LE WATER AND REQAJMEO WATER PIPING SHALL BE INSTAU£D WTH THE S1DIOLING ORIENTED TOWARD THE TOP Of THE TRENCH. 16. WHEN A POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS, THE RECLAIMED WATER LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLFEVE. THF SLEEVE SHAU EXTEND 10'-0" FROM EACH SIDE, FROM THE CENTER LINE OF THE POTABLE LINE. FOR A TOTAL OF 20·-o· 17. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WAlER ANO RED..AIM(D WATER MAINS MUST BE MAINTAINED AT A1..L TIMES. THE POTABLE LINE MUST BE INST AU.ED ABOVE THE RECLAJMED LINE. 18. A MINIMUM Of 12 INCHES Of VERTICAL SEPARATION BETVIUN unLITIES MUST BE MA.INT AINED AT AU. TIMES. * Hl. 20. DEVELOPER/CONTRACTOR 51-iAU. CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER OR mE SAN DIEGO COUNTY DEPARTMENT OF EN\IIRONMENYAL HEAL TH PRIOR TO ANY US£ OF RECLAIMED WATER. RECLAJ"'4ED WATER-QUICK COUPLING VAL'v£S USED IN RECLAIMED WATER SYSTEMS SHALL HAVE ACME TYPE THREAIDS AND PURPLE COLORED LOCKING COVERS l'ERMANENTL Y ATTACHED TO 'flj[ VALVE. QUICK COUPLING VALVES SHALL BE NELSON NO 7845, HUNTER NO. HV100A-RL-NP OR APPROVED EQUAL 21. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAl WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRON- MENTAL HEAL TH. COPIES Of INSPECTION REPORTS WU BE FORWARDED TD THE NON- INSPECTING PARTY. * 23. OEvUOPER SHALL SHOW THE LOCATION OF R.C. SIGNS "DO NOT DRINK" ON THESE PLANS. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITlNG. THIS INDIVIDUAL SHAU. BE F AIMILIAR WITH PLUMBING SYSTEMS WITHIN mE PROPERTY, 'MTH THE BASIC CONCEPTS OF BACKFl...OW/CROSS-CONNECTlON PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECLAIMED WATER SYSTEM. COPIES OF THE DESIGNATION, 'MTH 1. GIJIDELINES FOR RECLAlMED WATER USE 2. A. IRRIGA'TE BETV!flN n1E HOURS OF 10:00 P.M. ANO 6:00 A.M. ONLY. WATERING OUTSIOC THIS TIME FRAME MUST BE DONE MANUAlL Y WITH OUAUFlEO SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM Sl-1ALL AT ANY TIME BE L.£FT UNATTENDED DURING USE OUTSIOE THE NORMAL SCHEDULE. B. IRRIGATE IN A MANNER THAT 'MLL MINIMIZE RUN-OFT, l'OOIJNG, AND PONDING. THE APPLICATION RATE SHALL NOT EXC£EO THE INFILTRATION RATE Of THE SOIL TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFlLTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFflC1ENT SCHEDULING Of THE AUTOMATlC CONTROL CLOCKS, (I.E., EMPLOYlNG THE REPEAT FUNCTION ro BREAK UP THE TOTAL IRRIGATION TIME INT'} CYCLES THAT 'MLL PROMOTE MAXIMUM SOIL ABSORPTION). C. /1\DJ.JST SPRAY HEADS TO EUMINATE 01.1:RSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER FOR EXAMPLE. POOL DECKS. PRIVA1£ PATIOS AND LOTS, AND STREETS AND SIOEWAU<S. D. MONITOR ANO MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT ANO MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. E. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS Of THE PRESENCE Of RECLAIMED WATER. PERSONNEL "'4UST BE INFORMED THAT R.C. WATER IS MEANT FOR IRRI. PURPOSES ONLY AND IS NOT APPRO'v£D FOR DRINKING PURPOSES, HAND, TOOL, WASHING, ETC. GIVEN THE HIGH TURNO'-f:R RATI: Of EMPLOYEES IN 'fljE LANDSCAPING INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN AUAOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR ',11-jO IS RESPONSIBLE FOR EDUCATING E"'CH AND EVERY ONE OF YOUR EMPLOYEES. F. OBTAIN PRIOR APPROVAL OF AU. PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FAOUTIES. SUCH CHANGES MUST BE SUBMITTED TO,AND APPROVED BY, THE DISTRICT ENGINEERING OFflCE AND DESIGNED IN ACCORDANCE WITH DISTlRICT STANDARDS. 1. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHAJ..L BE TAGGED WITH IDENTIFlCA llON TAGS. 2. A. TAGS SHALL BE WEATHERPROOf PLASTIC, 3"x 4", PURPLE IN COLORL 'MTH THE v.oRDS "WARNING RECLAJ"'4ED WATER -00 NOT DRINK IMPRINTED ON ONE SIDE. AND "A\/1SO -AGUA I"'4PURA-Ne TOM AR" IMPRINTED ON THE OTHER SIDE.. IMPRIN !ING SHALL Bl PlRMANLN T AND BLACK IN COLOR. USE TAGS AS "'4ANUFACTURED BY T. CHRISTY ENTERPRISED OR APPROVED EQUAL B. ONE TAG Sl-1ALL BE ATTACHED TO EAC!-1 VAll.1: AS FOL.L.OWS: 1. ATTACH TO VALVE STEM DtR£CTI.Y OR WITH PLASTIC TIE-WRAP QR 2. ATTAC!-1 TO SOLEN~D 'MRE DIRECTLY OR \IIITH PLASTlC TlE-WRAP .QB. 3. ATTACH TO VAL'-£ CO\.£R WITH EXISTING VAlVE COVER BOLT. All SPRINKLER HEADS SHAI..L BE IDENTIFlEO AS RECLAIMED WATER SPRINKL.£R HEms. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECLAIMED WATER USED FOR IRRIGATlON" IN ENGLISH AND SPANISH, 'MTH BLACK Lt. I I [i<S 1" HIGH ON A PURPLE 8ACKROUNO. 'rHE SIGN SHAI..L BE PLAC£D SO THAT IT CAN BE REAIDILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. DECLARATION Of' RESPONSIBLE 01ARGE: RC --ail;!!!!;; -w .1/: --•Re MEDIANS I D ' ; I/ ; I D-STREET CORNERS TYPICAL :II" C .. D I MEDIANS -. -. =1; : . . --. . -, -1 ,. ' r ~.~~--"!=----D :\ l ., ' l\ ., - ,, •' ' I I D • --. ,, ,,,, ,,,, RC EXISTING • --• -• • -• ---• • • • -' • ":, I --• --IRRIGATION MASTER PLAN MAP DIAGAAMATIC ONLY INSPECTION PROCEDURES 1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: LOCATION or PIPE LINES. TRENCH Df PTH. REQUIRED SEP ARA nON (HORIZONTALLY AND VER TIC ALLY). PIPE IDENTIFIC A noN' -• ----• -• - CONTACT PHONE NUMBERS SHAI..L BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIROMENTAL HEALTH ANO CARLSBAD MUNIOPAL WATER DISTRICT. MR SAM HO .. ..TY I HEREBY DECLARE THAT I AM LANDSCAPE ARCHITECT OF WORK FOR mts PROJECT, EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PRO.£CT AS DEFINED IN SECnON 6703 OF THE BUSINESS AND PROffSSIONS CODE -'NO THAT THE DESIGN IS CONSl<;ITNT WHH Cl~RfNT STANCARD'l Tl-!AT I HAl.1: A. B c. D E. F. G. POINTS-a, -CONNECnON (POC'S). LOCA nor-. AND IOENTIFlCA TlON OF SPRINKLER HEADS. * 24. 25. IN CASE OF EMERGENCY CONTACT PAC WEST GROUP INC AT !619) 644-9100 lvlR SAivi -,()LTV OR AFTER HOURS CONTACT PAC WEST GROUP INC AT ,_t,I9) 544 9h)O WAR"llNG SIGNS AT THE SITE ANO ON THE TRUCKS HAULING RECLAIMED (IF Rf.CLAIMED WATER IS USED FOR CONSTRUCTION) WATER I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIFICATIONS BY THE AN APPROVAL LETTER REGARDING THE INSPECnON OF THE PROJECT SHALL BE C>!lT AINED FROt.l THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY HEAL TH DEPAR™ENT PRIOR TO FINAL INSPECTION APPROVAL SHOW AU_ PUBUC & PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS. ON R£0..AIMEO WATER SYSTEMS, AU APPURTENANCES ( SPRINKLER HEADS, VAL'v£ BOXES, ETC. ) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES ANO SECTION 4049.54 OF 'flj[ CALIFORNIA HEAL TH AND SAftTY CODE. CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL lli IS CCNf-lNf-lJ TO A REVIEW ONLY AND DOES NOT RELJEVE ME, AS t.lY RESPONSIBILITIES FOR PROJECT DESIGN. LANDSCAPE AR01ITECT ITEMS NOS. 8, 19 & 2J SHAI..L BE REQUIRED JJST PRIOR RECLAIMED WAlER. ITEM NO. 22 mE SIGNAGE PLAN Sl-1AlL THE ACTUAL SIGNS & TAGS 'ML.L. BE INSTAJ..L£0 JUST PRIOR WATER. TO THE AC11.JAL USE OF FlRM NAMES & ADDRESSES: IVY LANDSCAPE ARCHITECTS. INC. BE PART OF THIS I.P. BUT TO ACTUAL USE OF R.C. 757 WEST IVY STREET 12° X 36° SIZE r BLACK LOGO /PURPLE BACKROUN~• I ,e• I BLACK LETTERS (N, T.S.) WARNING RE LAIMED WA Tm DO NOT DRINK LAIMED WATER AVISO-AGUA IMPURA N TOMAR 1° BLACK LETTERS 2° BLACK LETTERS .018 ALUMINUM, .()15D AIBS PLASTIC OR STICK-ON l.1NY\. SIGNS TYPICAL SIGNS ------ SAN DIEGO. CALIFORNIA 92101 PHONE NO(S): (619) _235-536_0.-__ _ REGIS1RATION NO(S): 2145 EXPIR.&nON DATES: ___ 6_/1_9_/_9_7 ___ _ WARNING RE:a..AIMED WATER DO NOT DRINK .A WiO--AGL/ A llolf'UR.A 00 TOMMI. 16" X 18" SIZE .016 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS OF WORK, 0'2. 3. DISTRICT FlNAI.. INSPECnON SH ALL INCLUDE: A. B. C, D. E. F. G, COYfRAGE TEST, AFTER COI.APLETION OF THE SPRINKLER SYSTEM. TO DETER!AINE Tl-1E ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECnON OF AREAS NOT APPROl.1:D FOR RECEl\/1NG RECLAIMED WATER. WARNING SIGNS AND LABELS. QUICK COUPLING VALVES. ALL ASPECTS OF 'fljE IRRIGATION CONDITlONS INQUDING 'MNDBLOWN SPRAY, RUNOFF. AND PONDING REQUIRED PROTECnON OF "LL RESlDENTIAl AREAS. REQUIRED PROTEcnoN OF WELL. STREAMS, RESERVOIRS, ETC. CROSS-CONNECnON. ANNUAL INSPECTlON SHALL INCLUDE: A COMPLETE INSPECTlON 'M-IICH SHOULD COVER PART A, PART B "ND PART G OF Tl-1E OISTlRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASSISTANT PLANNING DIRECTOR & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CARLSBAD MUNICIPAL WATER DISTRICT DISTRICT APPROVED CHANGES & 2 ... LEGEND -----w---------AC---........... pfe. 1, ............ . D ~~.!!J"E-"'J.. ~ --!;ti ' ., SI-IEET lNDE.X £,HE.ET NUMBER 1 2. ..3-lo 14· 15 7(:>· lB l'l-20 2.1· 3 I SHEET TITLE TITLE SHEET AND N01E<3 32. 3~3~+-.--v--..rv--v-~B✓Pe~c~l~F~lc.A"'v':.....:.')O~N~~~ RECLA\ME:D WATf'R PLAN IRRIGATION PL.ANS IRRIGATION DETAIL9' HARD5C.APE 'PLAN'l> 1-iARO.<'.l'..APE DETAIL'!, PL-AN'flNG PLANS PLANTING D£TAIL..G AND NOTEq,, v----...... 35-.3h 37-41 42-~ ,u.-+7 IRR.t&P.:flON PLAN~ (Lare. 10'1 ANO 2 Z 7) )._ ill D HAAD£:.~PE Pt.AN~ C.LOT'!:> /0'1 AND 2.27) HA~D~APE' DE'T'AIL~ CLO'r~ /D'1 AND 22.7) Pt..AJJTJ")b PJ....AN~ 'Uff'c> to'f ANP 22.7) .,,,-._......._.,..._/-- ...... .-----1811M! 0-AT POC METER LOCATIONS TYPICAL UNIT 2 I I) RC EX15TIN6 0-INTERI R SLOPES TYPICAL D FUTURE. LOCATION EXISTING POT ABLE WATER SYSTEM EXISTING R[CLAIMED WATER SYSTEM PROPOSED RECLAIMED IRRIGATION SYSTEM AREA OF RECLAIMED WATER USE LOCATION Of CONNECTION POINT /S-METER &. BACKFL0W PREVENTION "DO NOT DRINK" SIGN LOCATIONS "AS BUil T" nTLE REVlEWED BY: lNS>'lC TOR CATE DAIT • CARLSBAD MUNICIPAL WATER DISTRICT !'.IClr~l!_Y MAP NO 5(. A.U. SHEET 2 CITY OF CARLSBAD 4-7 ;;,.r PLANNING DEPARTMENT PRIVATE (ONSITE) RECLAIMED WATER SYSTEM FOR: SHEETS CARLSBAD TRACT 84·32 COBBLESTONE SEA VILLAGE UNITS I & II C.M. W .D. 82-302 • .. ~ J2'.G'.R-f,;"L ,Jw,-/E. I " ftt:t-1~1¼__ t--1 LJ tJ f:___ .3 ,, Ftrt-l~Jf1-SPA LOT 108 /.l,..I -9 He-.1 ,J LnJe.... 2 Lf!' ',, P12or-f 'f'F"F. P ·M;,..1,-./ut--.if'.-4:3'' tl'=H F',E"PR f{._ SHEET ~ --,-,.~ ~'::J;:J ·, . ,-..: ~"' • ,. N-0, i ., , fi • ~ . ,. . I . ® / ¼ ··-·-' .. "· -..... .,_"¼ ,· ·- ·- / /,· .. , -. -. • . ;Y_-·_· ~-4@µ..,,!~2"-'z<..U, o.._ ~ \ , . •'\M# '.'"'' / '~" 1'1.. '\ '_";, ., ~-,::.;_ .. ' ,,.,.. ~ \·:, =-~'---· · ... , y \ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING S E E PR§C~~LfCJtTIONrff,, PLANTING I , ' ~& 0 · PRESSURE CALCULATIONS ~A~[rMETrn I~ Sil( /1/_?_"__ ELEVATION ~ ~ X .433 •,&,::lPSI REMOTE CONTROL VALVE I N-/f; SIZE L'i;t'_ MAXIMUM DEMAND ~ GPM ELEVATION ~ PRESSURE @ RCV /o. ~ .. _ PSI PRESSURE CALCULATIONS FOR REMOTE CONTROL VALVE H WATER METER '2-7 PSI LOSS -,,-BACKFlOW PREVENTER 21-¢ " " ~.;;..... STRAINER 4.t="'" GATE VALVE /. " MASTER VALVE ~" " MAIN LINE P " MAIN LINE • . II R MOTE CONTROL VALVE 7!()-" . 2" LATERAL LINE __ " . -11" LATERAL LUIE --Ii" LATERAL Llt,E ~ I" LATERAL LINE ~3/4"LATERAL LINE l/2"LATERAL LINE -W l FITTING LOSS ~ " f!.,!2_1 ELEV. CHANGE -~" TOTAL SYST,M LOSSESn.. PSl PRESSURE REQU!R£D AT HEAD : , PSI TOTAL PRESSURE REQUIRED : , ;J PSI " )" l NITTE: REFER 'fO CIVIL ENGINEERS GRADING AND EROSION CON'fROL PLANS FOR 'fYPICAL LITT GRADING AND DRAINAGE, PAD ELEV A TIO NS, SLOPE HEIGfITS, AND DA YLIGI-IT LINES. KEY MAP BOOSTER PUMP FOR P.o.c. ' e, TO BE A "CONSTANTFLOW" # k BP -;tl,,o P -k ~ HP-C WITH OPTIONS-C,D,E,F,G,H,I,J,K,M & X. PUMP MOTOR TO BE 3-SCO RPM, 220V/1 PHASE. STATIC PRESSURE: (,,&.7 PSI BOOST REQUIRED: 2dt?' FT/HEAD CAPACITY: . 60 GPM PUMP AVAIL'AI!Lll: .. FROM: SOUTHERN CALIFORNIA PUMP SALES (714) 966-1095 STATIC PRESSURE AVAILABLE : -!it,,'J_ _ PSI RESIDUAL WATER_PRESSURE -(<2~ PSI &::,o-:ff 1<~ C> cc,9'! ;tee; <1/:1:JCRl'J FOUNTAIN VALLEY, CALIFORNIA SLOPE IRRIGATION SYSTEM PER PLAN CONTROL VALVES PER PLAN ---------+I-_,,. PVC MAINLINE AS SPECIFIED .....,~-'°" Note: P.O.C. to be made at house connection If existing. INLIN£:.-z.'-8"£ 'f42:D1'1 ~ 1;L_ Typical point of connection ·to domestic water service, meter to be N.I.C., by other ■• Contractor to provide line olze gate valve at P.O.C. NOTE: ALL PIPE AND FITTINGS ABOVE GRADE SHALL BE BRASS. ~ HAI r-JL, ,-Ji;::_ o ,_ " fi\ t'ROH ~ ~L-~OTE: TYPICAL P61NT OF CONNECTION POTABLE WATER AT HOMEOWNER LOT • 1 , ALL MAIN LINE SHOWN ARE DIAGRAMATIC HAJJLJ,jf;_ .3 1-5" 'f' AND SHOWN IN PAVING FOR CLARITY ONLY, ~ L1..). ACTUAL LOCATION TO BE INSTALLED IN )<_£./>,Je:_ 1?"1--PLANTING AREAS, OUT OF RIGHT. OF WAY, (TYP) SEE SHEETS 14 AND 15 FOR IRRI- GATION LEGEND, NOTES AND DETAILS, 3 , ·POP UP HEADS SHALL BE INSTALLED 0 WITIIIN 10' OF ANY PEDESTRIAN ACTIVITY PER CITY OF CARLSBAD. G, L. M0TSHAGEN ASSOCIATES, LTD. □ C.M.W .D. 82-302 IRRIGATION PLAN I I \ \ _.,,/ ·····-~-----,,~ ~<::;) -.....;;;;;::;;; PRESSURE CALCULATIONS WATER METER ltE SIZE /f/tll H.G.L. ELEVATION • X.433•~!-OPSI REMOTE CONTROL VAe~E I~ SIZE J'/J!_ MAXIMUM DEMAND , GPM ELE','ATlON PRESSURE@ RCV . -PSI ·PRESSURE CALCULATIONS FOR REMOTE CONTROL VALVE I WATER METER §=PSI LOSS -~-BACKFL0W PREVENTER , " STRAINER • " GATE VALVE ~ " MASTE.f: \IALVE '' ( 11 MJIJ1~ LINE . " MAlN LINE • II 'tlMOTE CONTROL "AL V . -II / 2" LATERAL LINE ~ " lt" LATERAL LINE 11 I U:11 LATERAL LINE • 11 l" U\TERAL LINE . " /~3/4"LATERAL LINE • 11 l/2"LATERAL LINE " -W % FITTING LOSS ::il:= " .lk_• ELEV, CHANGE ~ " TOTAL SYSTEM LOSSES:~ PSI PRESSURE REQUIRED AT HEAD : • PSI I0TAL PRESSURE REQUIRED' : . . PSI STATIC PRESSURE AVAILABLE : , _ PSI RESIDUAL WATE~ PRESSURE :--, PSI ,s',;,D "" ~<,pm· BuOSTER PUMP FOR P.O.C. # U> TO BE A "CONSTANTFLOW" f !5(1 !'IP 2//J P Z,_ &,_g_ HP-C WITH OPTIONS-C,D,E,F,G,H,I,J,K,M & X. PUMP MOTOR TO BEJ!!=_ RPM, 220V/¢ PHASE, STATIC PRESSURE: Z PSI .BOOST REQUIRED: Ju, FT/HEAD CAPACITY: 50.0 GPM PUMP AVAILABLE FROM: SOUTHERN CALIFORNIA PUMP SALES ( 714) 966-1095 FOUNTAIN VALLEY, CALIFORNIA BUil T" J·J•&(}· w:7'0=<21 OATE REvlEWED BY: 1---:::;....l--'-""'. ~-+'.?t'.l.-"'.Jc)<c..:::_ ___ '? ·I :2-·C>O INSPECTOR . DA TE' • SEE SHEET ~:P/J- ' '-I-' L(,~~H~P.~1/J-2:· ~,.~--'---. , (TOP OF SLOPE TYPICAL) N 0. \ INSTALL MAIN LINE IN SAME TRENCH AS LATERAL LINE, DRAWINGS ARE ·uTAGRAMA'tlC AND MAIN ~INES ARE SHOWN IN LOCATION.ON PLANS FOR CLARITY ONLY. (TYP) '>< \ " '\ \',_ 1~\ <\ . 1G? " \ ' ... A NA! Jµ NF'-2¾!' Rot:! ~ ~R ~ ~t:;t ;+ AUTOMATIC CONTROLLER~" Ti:f'-JJE A CALSENSE "ET-1-24",-fiisTALL IN A ~RE-ASSEMBLED HYDROSCAPE HS-1 CONTROLLER ENCLOSURE, 117V, POWER TO BE PROVIDED BY BUILDER, FINAL HOOK UP TO BE BY CONTRACTOR. ACTUAL LOCATION OF CONTROLLER TO BE VARI- FIED ON SITE. CONNECT MASTER VALVE AND FLOW SENSOR TO AUTOMATIC CONT- ROLLER PER THE MANUFACTURERS IN- STRUCTIONS. SEE SHEET L 1.1 FOR ACTUAL LOCATION NOTE: ' \ ~' " . ' :5.. I IL 1. ALL MAIN LINE SHOWN ARE DIAGRAMATIC AND SHOWN IN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE INSTALLED IN PLANTING AREAS, OUT OF RIGHT OF WAY. (TYP) KEY MAP 2. SEE SHEETS ft AND 15' FOR IRRI- GATION LEGEND, NOTES AND DETAILS, 3. POP UP HEADS SHALL BE INSTALLED WITHIN 10' OF ANY PEDESTRIAN ACTIVITY PER CITY OF CARLSBAD. • ' ,·-'f 1 & . -""-,' .. '-+ L-· &~~~~;,.;:-- &Fl't:H'Jo/~ ·._ NOTE: ".® .... ' -~ -?, APPROVED FOR PLANTING AND IRRIGATION ONL V, INCLUDING PRECISE LOCATION OF PLANTING CONTRACTOR/OPERATOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF THE PLANT MATERIAL. AT NO TIME WILL THE CONTRACTOR/OPERATOR APPLY WATER AT A RATE OR FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION. G. L. MOTSHAGEN ASSOCIATES, LTD. 1nurn,t1onal lnl111llon 0on1ul1:.n1t , ..,.atu managamanl • PL■nnlno • ,a,,eich 160!5 ruv-e~AY DRIVE SAN MARCOS, CALIFORNIA 92009 .(619l 744-04l1 FAX (619) 744-4744 □ 1 AS ~14--, 'A HEVISl:)N OESCRIPTlO¼ " M: Aec1----! h3 C.M.W.D. 82-302 4 NOTE: REFER TO CIVIL ENGINEERS GRADINC AND EROSION CONTROL PLANS FOR TYPICAL LOT GRADING AND DRAINAGE, PAD ELEV A TIONS SLOPE HEIGHTS, AND DAYLIGHT LINES. ' I 'i \..- 0 0 (\j I w ,& CITY CF CARLSBAD SH(("S PLANNING DEPARTMl!!HT if'lsJ, ,. ---, ' ··" IRRIGATION PLANS FOR: CARLSBAD TRACT 84-32 COBBLESTONE SEA VILLAGE UNITS I & II ;:-4 P E <• • ;.[ »JI_ ASSISTA~l1NING DIRECTOR DA ""t" . . . --'... ~- IRRIGATION PLAN I' \ \ \ -'I \ I I Pc?'' 1 ~ ; AJ~le \ \ \ I t-- • 0 z 1-- IJJ Li.l I if) w w ff) I -/-1::::Jt',il':,f✓l,hLd,!I t-J~E:.=-2-~5~' _' ffi F"ROH ~ J,?'L n, i· & tJ u tJ Fe:. :3ii>" . !-12'Cri ~ 17L & A W WS-4o" . pq;,r-1 R.l£AR 7~ • / ill AIN LINE:.. 3£>" . FRCM R1=-AR 17'~ AUTOMATIC CONTROLLER _A,_ TO BE A CALSENSE "ET-1 -IJ ", INSTALL IN A PRE-ASSEMBLED HYDROSCAPE HS-1 CONTROLLER ENCLOSURE. 117V. POWEt! TO BE PROVIDED BY BUILDER, FINAL HOOK UP TO BE BY CONTRACTOR. ACTU~L LOCATION OF CONTROLLER TO BE VARI- FIED ON SITE. CONNECT MASTER VALVE AND FLOW SENSOR TO AUTOMATIC CONT- 1,_,.'"-.J/-D!__: VEROLLER PER THE MANUFACTURERS IN- STRUCTIONS. AJN \.....INS--z_'-7" 'f'ROKR~~L. I N j--/N I 5" ffi ~~~~~~B~7LL-<.. INSTALL MAIN LINE IN SAME TRENCH l\S LATERAL LINE, DRAWINGS l\RE -DIAGRAMATIC /IND.,MAllLL.JN.&S _J,,RE SHOWN IN LOCATION ON PI,ANS FOR CLAR TY ONLY. ITYP) UNE-3' fu '/ . ·:::-'.4,.. .. _,E=c~~o:'..':F_ .. 0::-'.'IJ-'.::::!7<±:c . ........,JJ-. ,ll:,e=,: ~1:// /~, . f/!J.'J.. ,---,. '!/ ;i AS BUil T" RE'AEWED BY: 1~L-~-:fa'-+-g~~_,__ __ 2~ 11-a::2 INSPECTOR DA TE r,--"R.01--t ~R.. 13/L-/ ...JU.!.!~~--, /i &1/' . ~& :3-, I WIO ""'"'JJ IOTE: ALT-MAIN LINE SHOWN ARE DIAGRAMATIC ANu SHOWN IN PAVING FOR CLARITY,ONLY, ACTUAL LOCATION TO BE INSTALLED IN PLANTING AREAS, OUT OF RIGHT OF WAY. ITYP) SEE SHEETS 14 AND 15 FOR IRRI- GATION LEGEm:i;-NOTES AND DETAILS. :. POP UP HEADS SHALL BE INSTALLED WITHIN 10' OF ANY PEDESTRIAN ACTIVITY PER CITY OF CARLSBAD. BOOSTER PUMP FOR P.O. C. fl 1 TO BE A "CONSTANTFLOW" I# ~ BP ~ P JL Z.P l'IP-C . WI.TH OPTIONS-C,D,E,F,G,H,I,J,:K,M & X~ PUMP MOTOR TO BE ~ RPM, 220V/f& PHASE. STATIC PRESSURE: :2,1ez PSI BJOST REQUIRED: (,Z. FT/HEAD C'PACITY: ,tci.O GPM PUMP AVAILABLE FROM: SOUTHERN CALIFORNIA PUMP SALES (714)' 966-1095 . FOUNTAIN VALLEY, CALIFORNIA 1-12',6-/N '-2-"& J;'L- "" & PRESSURE CALCULATIONS WATER METER # ~ SIZE fllz'I H.G.L. ~ ELEVATION ' z~ 0 X .433 • _1•_0 PSI REMOTE CONTROL VALVE I&·/ SIZE /*• MAXIMUM OEMANO S,~ GPM ELEVATION _$if<J PRESSURE @_ RCV /.6,Q ?Sl PRESSURE CALCULATJONs" FOR REMOTE COriTROL VALVE 2" WATER METER . ~-~ PSI LO,S ~ BACK~LOW PREVENHR 7.:0 ~ " ~-STRAINER ?-o'" " JI ,...,--GATE VALVE ~" MASTER VALVE • " u MAIN LINE • '' '' ---ir MAIN LINE -" --" ,.,..,._"---iITMOlE CONTROL VALVE~ " ~ 2" LATERAL LINE ... ~ " H" LATERAL LINE II H" LATEP.AL LINE ~ " 1 w LATERAL LINE • ~ " 3/4"LATERAL LINE . " 11 1/2"LATERAL LINE " ---i1J % F!H!NG LOSS 7!17,·-" Z!!._' ELEV. CHANGE /2· <, " TOTAL SYSTEM LOSSES~·~ PSI PRESSURE REQUIRED AT HEAD : ~• PSI TOTAL PRESSURE REQU:RED : ~ PSI STATIC PRESSURE AVAILABLE : "',C.,<L-FSI RESIDUAL WATER PRESSURE ....,. ~'1,.'7_ PSI · ,z~ •tbt. fe!:T", e 4t7 Gi'm 1-1&.NLINc;; [I'-, Ft2-0M l<-~ l;:1/j,_. -.Toot .. Hti!':Z :;S DiliE' ' \NfflA~ EN-G\NHfl: Of WORJI., •, p._t,-..1 LINE-7-'..-4' ffi FROH ~ 1,'L • ,,,VJ '1:1" o/5.>;.,i; .u+-iE--D. h. , \~(e) ,,,"' \:•" "¼'.::;a. • • ;,--,H!--"',',--1-1--,~--..,-"'"" \, i ~ . ', -1-4-~-\J.-:~· . I ·; \-. .330 \ NarE: REFER TO OVIL ENGINEERS GRADING AND EROSION CONTROL PLANS FOR TYPICAL LOT GRADING AND DRAINAGE, PAD ELEVATIONS, SWPE HEIGHJ'S, AND DAYLIGHT LINES .. ..... 2 KEY MAP \ -~ 1, 1 ) DSC,4,0~ :J"'"'l.---f-':.r'...}-....!.:.. 21'5 ROVED FOR J01'1 ~ . -~-- □ C.M.W .D. 82-302 IRRIGATION PLAN \ \ ill t-fYp~ BOOSTER PUMP FOR P,O.C,, f ·~ 'l'O BE A "CONSTANTFLOW" # (i,O BP ~ P .1,__ .2.,Q_ IIP-C WITH oPTI0$-C,D,E,F,G,H,I,J,~,M & X~ PUM~ MOTOR~ BE ~. RPM, 220V/y-PHASE. STATIC J'RESS~E: (',,,lf-6 PS~ BOOST' REQUIRED:. '5(,,· 1"f' ,1111nl'!"'ll."'D • · CAPACITY: (02 GPM PUMP AVAILABLE FROM: SOUTHERN CALIFORNIA PUMP SALES ( 714) 966-1 095 -·-· ._ . ..FOUNTAIN YALLE.Y~ C:ALIFQR?ll4 REv1EM:D BY: 1"1SPECTOR PRESSURE CALCULATIONS WATER METER I .. ~d, SIZE /1/1,ff H.G.L. ELEVAT!OM ut.: .. _ X .433 •~P.Sl REMOTE CONTROL VALVE!~·. ·· SIZE r.... .. ' MAXIMUM DEMAND , GPJ.t ELEVATION ' -, PRESSURE @ RCV .. , "PSI · PRESSURE CALCULATIONS FOR REMOTE CONTROL VALVE /I I WATER METER 'PS l LOSS BACKFLOW PREVENTER • II " STRAINER , " " GATE VALVE • " " MASTER VALVE • ·-" l " MAIN LINE • 11 " MAIM l[NE '' ---,Z-.••--i,r. MOTE CONTROL VALVI.. " -:;::::;;,-2'1t Ll',TERAL LINE '' H" LATERAL LINE . II t 11" LATERAL L!IIE . . " 111 LATERAL UNE • " ~3/4''LATCRAL LINE , 11 l/2"LATERAL LINE -.t-.,.._-" ..-:, % FITTING LOSS • " .t.t_· ELEV. ceANGE " TOTAL SYSTEM LOSSES: PS! PRESSURE REQUIRED AT HEAD : PS! TOTAL PRESSURE REQUIRED : PS! ST,\T!C PRESSURE AVAILABLE : If'!: PS! RESlDUAL WATER PRESSURE .-PS1 ~'!>T '!Ze!S;()• GIP )/dd)C!-4,1>1,f'l1,f POINT OF CONNECTION fl 4 TO BE ITO/~£'• RECLAIMED WATER METER. INSTALL 'A 2" IIAYWARD BASKET STRAINER, A 2" WATTS# 223 PRESSURE REGULATOR, A : WATTS fl 009QT-2" REDUCED PRESSURE TYPE BACKFLOW PREVENTER (PER ALL CODES), A GRISWOLD #2250-2" MASTER VALVE AND A CALSENSE #FM-1,50 FLOW SENSOR, CONNECT MASTER VALVE AND FLOW SENSOR TO THE AUTOMATIC CONT- ROLLER PER THE MANUFACTURERS IN- STRUCTIONS. (SEE DETAILS FOR IN- STALLATION) BACKFLOW PREVENTER TO ~ BE PER CARLSBAD MUNICIPAL WATER i-J ill DISTRICT STD. DRAWING II W-20, IN-El'.c:,lc.: . .> · · 1 STALL BACKFLOW PREVRNTER WITHIN~~-~--,· 2 4" OF R, 0. W. 1j\ 'F°.L...c,'-✓ 5EN~ LLl cp,___\HP 'H ,',-...:Sn:J:;c:.o-l',R,;:i.U"-\ p, J=12c;l . - ~\~ -' < -"-_'.\,-\\'·· ' '· ' , . . .. • . / . •. ---( \ · '?E~ ;;!f;J-1-B;ET" A/tJ>.. ·. ~, \ (TOP OF SLOPE TYPICAL) ' -~. · . . INSTALL MAIN LINE IN SAME~-- AS LATERAL LINE, DRAWINGS ARE DIAGRAMATIC AND MAIN LINES ARE SHOWN IN LOCATION ON PLANS FOR CLARITY ONLY. (TYP) INSTALL ROTOR HEAD SYSTEMS ONE FOOT FROM BACK OF SIDEWALK IN RIGHT OF WAY. (TYP) HEADS TO -: BE lNSTJl:tLED ONE FoM FR1ffi -·--- BACK OF SIDEWALK,(TYP) ALL AREAS ALONf-~l;~pCX~ (-,' 8:Ct:\ & ti 1/,0 . I' , ·, ::...Z:.!.:..!!.':..4-,la!:.~-+ GL--IRb. Lh_ 39 · . SEE SH._EET t1--FOR / 1 • ALL MAIN LI SIIOIIN'-ARE Dl:AGRAMATIC AND SHOWN IN PAVING FOR CLARITY ONLY, ACTUAL LOCATION ·ro BE INSTJ\I,LED IN PI.ANTING AREAS, OUT OF RIGHT OF WAY. (TYP) 2. SEE SHEETS 14 AND' 15 FOR IRRI- GATION LEGEND, NOTES AND DETAILS. 3; POP UP HEADS SHALL BE INSTALLED WITHIN 1 0' OF ANY PEDESTRIAN , ACTIVITY PER CITY OF CARLSBAD. \ OTE: NTRACTOR/OPERATOR SHALL ONLY APPLY S.UFFICIENT WATER TO, ROMOTE HEALTHY GROWTH OF THE PLANT MATERIAL. AT NO TIM •. ILL THE CONTRACTOR/0PERAT01'1 APPLY WATER AT A RATE OR FR UENCY WHICH CAUSES RUNOFF OR SOIL SATURATION. D[SCll!I PTION REVISIONS \! \ NOTE: REFER TO CIVIL JiNclN!l!l!S GRADll'IC ANO EROSION CONTRO!_-PLANS FOR TYPICAL LOT GRADING AND DRAIN A(;!!, PAD ELEV AT!ONS, SLOPE HEIGHfS, AND DA r LIGlff LINES. KEY MAP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDIN(3 PRECISE LOCATION OF PLANTING AREAS. IRRIGATION PLANS FOR: CARLSBAD TRACT 84-32 COBBLESTONE SEA VILLAGE UNITS I & II Pll!OJ[CT NO C.T. 84-32 l·i/-tz DAT DIIAWIHG NO. I 345-9 ~ C.M.W.D. 82-302 IRRIGATION PLAN • • -0 N l'HOTO GfOOETIC CDlll'OIIATIOH / 01 <( 0 0::: t-I 0::: 0 a. ~I <( I I \ I I I I I I 1 ~ ~-••,:·\" ~ h.J-;,.gx.J,.:;:r~1:...~€c /MPVT, ~-'I'' .S..Vl:ET NO. /.3 ,A",;c.l r;-;;.-.. $1,/<!'e·T NO. /f1 - .FO,e S TQK# ,C,A!AN I ~I.Ir..."' / / / //~ ._,.._ _ / .... ~'b-~..:~ ..... .,.... / / / / ~\ // / ~ /. - <!'a , -~ / . ., ~ // ~~: 40'vt: ,;'· ,t.4 ~Z- TEMP eve I . ACC!::SJk' ' f ,f! DRIVE ·f; ,. ii\•' ...,1, I~ '-c ' ~,!' ' \i'o/¾? 83.1 ,\f eve .so'i.t: 2T°YP. \ I f'J • ec:,. ~b , IB0.45' NO'l'E: 1. ALL MATN LINlt SHOWN ARE DIAGRAMATIC AND SHOWN IN PAVING FOR CLARITY ONLY, ACTUAL LOCATTON TO BE INSTALLED IN PLANTING AREAS, OUT OF RIGHT OF WAY. (TYP) 2. SEE SHEETS 14 AND 15 FOR TRRI- GATION LEGENiJ;-NOTES AND DETAILS. 3. POP UP HEADS SHALL BE INSTALLED WITHIN 10' OF ANY PEDESTRIAN ACTIVITY PER CITY OF CARLSBAD. / / / / / / / ,/ / / /// \ \ ' // / / / / / / / / / / / ; ,/ • / / ,~ (TOP OF SLOPE TYP1CAI..) \ \ INSTALL MAIN LIRE IR SAU 'l'ltDCH AS LATERAL LIRE, DRAWINGS ARE DIAGRAMA'l'IC ARD MAIR LIMES ARE SHOlfll IN LOCA'l'IOH ON PLANS FOR CLARrn ONLY. C 'l'YP) INSi'A.GI.kO'lvR D:Xu SiSIBHS ONB ll>io'l' FRON BACJt OP SIDEWALJt.IH RIGB'I' OF WAY. ('l'YP) BEADS '1'0 BB INSTAIIBD ORE 1'00'1' FROM BACJt OF •~EW,M.K. I 'l'YP I ALL AREAS ~~~;;~~ •-----.... . t .+1 l ,, •. NOTE: 1 \ \ CONTRACTOR/OPERA TOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE Hl!ALTHY GROWTH OF THI! PLANT MATERIAL AT NO TIME WILL THE CONTRACTOR/OPERATOR APPLY WATER AT A RATE OR FREQUENCY WHICH-CAUSES RUNOFF OR SOIL SATURATION. G. L. MOTSHAGEN ASSOCIATES, LTD . ........ 111•1111 1rr11•n•11 •~wit•••• • •••• ....... ••~••• • .. , ..... • ,,,,.,,,. .,. 'nltxe • .w... 1AH t.WICoa_ CILJIIOIIINII tlOII ·1,111 744-0411 Ml lt,tll 1M-4N4 D --. 'r . f!i,., oc.Q . oo - , \ ' \ NOl'II:' l&F&Jt 'IOCML 1NG11 W'2ADINC AND DalKJN aJlffll0L PLANS POR TYPICAL LOI' CIIADINC AND DIWNACII, PAD ELEVATIONS, II.OPE HlilGHl'S, AND DA YIJCHT LINllS. KEY MAP /' ,,Y -r ' ' \ ~ ~ ~ ']._t, - "AS BUil T" a ·7·11()· DATE IN CTOR • DATE l---+--+---------+-+----i--1 ~ CI TY OF CAR LS BAO L.!_J PUNNING DEPARTMENT . APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING DilTE INITIAL AREAS. fNGINH• cw WOOi( REVISION DESCRIPTION C.M.W.D. 82-302 ""0JEC'T NO . C.T •. 84-32 I DR_,IIIG NO. -1 . 345.9 ~ L . IRRIGATION. PLAN \, PRESSURE CALCUL~TIONS .. ~A~:~.MHER I ,tit;. SIZE / . ELEVATION . ~ X ,4J3 • /d,c.PSI _ REMOTE COITTROL VALVE I~ SIZE L MAX !MUM DEMAND , GPM ELEVATIDN PRESSURE @ RCV ?fq PSI PRESSURE CALCULATIONS FDR REMOTE CONTROL VALVE /,// WATER METE~ 14-P~I LD~S ~ BACKFLOW PREVENTER , 11 11 ,.,, STRAINER , ,. II GATE VALVE , " " s~!~ /t~)[ , '"' " MAIN LiNE / "-.rMoTE CONTRDt VALVE S:f 211 LATERAL LINE --H" LATERAL LINE --H" LATERAL LINE --l" LATERAL LINE ___ " --3/4"LATEML LHIE ~ ~1/2"LATER•L LINE ii" "'7o % FlTTING LOSS , " 2'2_' ELEV, CHANGE , TOTAL SYSTEM LOSSES: • PSI PRESSURE REQUIRED AT HEAD : , PS! TOTAL PRESSURE REQUIRED : ~ PSI . STATIC PRESSURE AVAILABLE : PSI RESIOUAL WATER PRESSURE 1-, · PSI • I AU'rOMATIC CON'l'ROLLER ~ TO BE ~-1..-0, 14< A CALSENSE "ET-1-24", INSTALL IN A PRE-ASSEMBLED HYDROSCAPE HS-1 CONTROLLER ENCILOSURE, 117V. POWER TO BE PROVIDED BY BUILDER, FINAL HOOK UP TO BE BY CONTRACTOR. ACTUAL LOCATION OF CONTROLLER TO BE VARI- FIED ON SITE. CONNECT MASTER VALVE AND FLOW SENSOR TO AUTOMATIC CON~T,S!l97,~';7,n,...,-j~ ROLLER PER THE MANUFACTURERS tN-CH 6IW-\vA;.. STRUCTIONS. VAUJE: (p-:,' ~i r 't)--r. L__.:.J.:::::'ft----rr ~~~ / ... n;~-1i[r7'"""\: /'· r. ' PRESSURE CALCULATIONS WATER METER * I SIZE /1/:Z, H.G,L, ~ ELEVATION • //1'-sJ X ,433 '.ll2f. . , -. ·" -~ . N REMOTE CONTROL VALVE ,.A:!:l:._ SIZE L MAXIMUM DEMAND ~ GPM ELEVATION ~ PRESSURE @ RCV,7 PSI PRESSURE CALCULATIONS FOR REMOTE CONTROL VALVE ,,J,, WATER METER IE' PSI LOSS ~ BACKFl.OW PREVENTER • " 11 STRAINER • :: :: GATE VALVE ~" " ,)'!ASTER VALVE • " :,t.11 MAIN LINE • " --z;r MAIN LINE ~ " : "----i.IMOTE COITTROL VALVE · " ~ 2'' LATERAL LINE ~ :: :: H" LATERAL LINE " 11 ·~11:: t:i~~:t trn~ ~,, :: &3/4"LATERAL LINE ~ :: ---w1'2"~7~i~~~ ti~~ 1 .. :: ,!¼>_• ELEV, CHANGE " TOTAL SYSTEM LOSSES: , PSI PRESSURE REQUIRED AT HEAD : , PSI TOTAL PRESSURE REQUIRED : , C, PSI STATIC PRESSURE AVAILABLE : · PSI RESlDUAL WATER PRESSURE • /4':·7' PSI ffi 'r \.J.tv)E::::, z:.. lb f:Df-'I - ,S"T£.E;:e, Ubl-fr -" .,. ·,-....__ ~ ' . ····--... --~-f:';~ 1-w w :r (.I) :---..'-'_ ~--...__,--;.._/--,-1 i ,~ ~ F ---I .. -- _:~; ' '' .,, -.•-__ ! .. ,,~ -~_·• ,_.,,,.. :t::~~~---, I ,' 1 ,···. /" 1 ' ' ·•r ·····' ' =1;t;- . m· ,, •: \ ; --~ -~. ' :.'%•.->-•,,' .,. ,e;_ ... . ·----· \ 7" • • I \ \ ;ff::kIW & \ <P-----,,-· MEDIAN l=I:~ -N~:::ART .. ~':-----i:~.}--'~"-'c.:.•,:;;,..C \ QC Z 1' O:ot:1 & "'-1 J .ui..Jc c;,1 '1 ""'' ~141---1 J\i\mfeo21--,:",-':sa:'1~Nc:,.$,\~y).~z-'-,.,~OF CONNECTION N ~ TO BE TO(" RECLAIMED WATER METER.INSTALL A I " HAYWARD BASKET STRAINER, A I " ATTS # 223 PRESSURE REGULATOR, A ATTS # 009QT-l " REDUCED PRESSURE ..... YPE BACKFLOW PREVENTER (PER ALL POIJ:IT OF CONNEC.TION I ==== TO BE TOf't2." RECLAIMED WATER METER. INSTALL A 2" HAYWARD BASKET STRAINER, A 2" WATTS# 223 PRESSURE REGULATOR, A 0 WATTS # 009QT-2" REDUCED PRESSURE .. TYPE BACKFLOW PREVENTER ( PER ALL . _ · I.\ CODES), A GRISWOLD #2250-2" MASTER ill i VALVE AND A CALSENSE #FM-1. 50 FLOW SENSOR. CONNECT MASTER VALVE AND . FLOW SENSOR TO THE AUTOMATIC CONT-,,,,_,,_ , ffi ROLLER PER THE MANUFACTURERS IN-v,.....__voc:../ 7 S~.<UCTIONS. ( SEE DETAILS FOR IN-f°J2'.0H '$7'Ce.l---j S'l LLATION) BACKFLOW PREVENTER TO v~t--..1 BE PER CARLSBAD MUNICIPAL WATER C.DES), A GRISWOLD #2250-J" MASTER V LVE AND A CALSENSE #FM-1. 0 FLOW S SOR. CONNECT MASTER VALVE AND FL W SENSOR TO THE AUTOMATIC CONT- RO ER PER THE MANUFACTURERS IN- ST~ CTIONS. (SEE DETAILS FOR IN- STA LATION) BACKFLOW PREVENTER TO , BE R CARL,SBAD MUNICIPAL WATER DIS ICT ST'D. DRAWING (I W-20, IN- STAL BACKF'LOW PREVENTER IIITHIN 2411 0 R.O.'W. DISTRICT STD. DRAWING# W-20,IN- STALL BACKFLOW PREVENTER WITHIN 24 11 OF R.O.W. LJ\ .. /1::. 7' mm: Gl!DFlllf ~ Mlii:flt LINE IM M!DIAR '10 BE: fC(JALINE EQ--16=4-18 WI'l'II EMITrmS SPACED AT 1011 O.C. AND EMl'l"lffl LINE SPACJ!D AT 18" O.C. (TYPICAL AIJ.. Mt=DI.ANS) M!\NIFOID PIPE A'l' mES CF ALL ~ 'ID BE 1" PVC, PIPE FRCM W\LVE 'ID BE AS SlDffl, INSTALL A GHFiai AJR/VACUJ,t RELEASE VALVE AT 'l'IIE Birn: romr OF ENJI SYSTm m:, FIDSH VALVES 1\T EH:6 OF ALL SYSTEJl'S. E;'.1JALINE 'ID EE lNSTALim AT A IJEP'ffl CF 6". (TIP) I I I -~-+1 _P:..;H:.:,OlQ GEC)DHIC COR_!9_RAl]9_':'_ 'C,><l • .,r, .... ()'t;<".,,.,. .. /'ll< !"'5,''i!U\ \mt>,..., a-•M•,o I I I I I I I 800S'l'ER PUMP FOJt P.o.c. ' / TO BE A "CONSTANTFILOW" I~ BP li P ~ _1L. l!IP-C WITH OPTIONS-C,D,E,F,G,H,I,J,k,M I x1• PUMP MO'l'Cm TO BE /'7'5(:, RPM, 220V 1 PIIMJ9. STATIC PRESSURE:3£.PSI· . BOOST REQUIRED: FT/HEAD CAPACITY: 0 GPM PUMP AVAILABLE FROM: SOUTHERN CALIFORNIA PUMP SALES (714) 966-1095 FOUNTAIN VALLEY, CALIFORNIA ffi H6I N Wt--lE: B' B::Dr--1 511?£.'\0'.J..,K., A C>L 7 1 F1<'.0rl \ \ I \ \ ~ r I I ' t •i Ii NOTE: REFER TO CIVIL ENGINEERS GRADING AND EROSION CONTROL PLANS FOR TYPICAL LOT GRADING AND DRAINAGE, PAD ELEV A TIONS, SWPE HEIGHTS, AND DAYLIGHT LINES. KEY MAP __ ,, __ ~----••••"M ~ ---·· ~-"-REF£ R TO REMEDIAL PROJECT SOILS REPORT FOR GRADING REQUIRE/\1F'/TS \ I / . ~--.. -✓ _// (TOP OF SLOPE TYPICAL) 1 INSTALL MAIN LINE !N SAME TRENCH AS LATERAL LINE, DRAWINGS ARE DIAGRAMATIC AND MAIN LINES ARE 1 SHOWN IN LOCATIOl'I ON 1:'LANS FOL .... CLARITY ONLY. (TYP) J1.::,_~~1t--1J....t#~N~/;i:Ha'n'.!2!::L.\ .INSTALL RoToR HEAD sYsTEMs oNE .=:,IC,~'-~ · FOOT FROM BACK OF SIDEWALK IN IIOTE: 1, ALL MAIN LINE SHOWN ARE DIAGRAMATIC AND SHOWN IN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE INSTALLED IN PLANTING AREAS, OUT OF RIGHT OF WAY. (TYP) 2. SEE SHEETS 14 AND 1 S FOR IRRI- GATION LEGEND, NOTES AND DETAILS, 3. POP UP HEADS SHALL BE INSTALLED WITHIN 10' OF ANY PEDESTRIAN ACTIVITY PER CITY OF CARLSBAD. RIGHT OF WAY. (TYP) HEADS TO BE INSTALLED ONE FOOT FROM BACK OF SIDEWALK.(TYP) ALL AREAS ALONG STREET. NOTE: CONTRACTOR/OPERATOR SHALL ONLY APPLY SUFFICl~NT WATER TO PROMOTE HEALTHY GROWTH OF THE PLANT MATERIAL. AT NO , TIME WILL THE CONTRACTOR/OPERATOR APPLY WATER AT A RATE i OR FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION. G. L. MOTSHAGE:N ASSOCIATES, LTD. lnttrftaUonll 1rr1111.t111n•eon1_ult~nt1 • w■ter 111111111m1n1 • ,11nnlne • r1u1roh 1805 ltJIIND!MV DAM! ® D SAN MARCO$, CAU.CORNIA ftOH 0(619) 744-0411 FAX {619) 744-4744 ' \),NOSc,_,.~ .. --. .. . --: ,,,_,.,o uc. 21"5 ""-i -t---·--~ ~ & E .~-~, ~ S NA • "'' . ~S:::-O~E ~ lj OF C'-\,\tO G AND ' UOING APPROVED FOR PLANTIN IRRIGATION ONLY, INCL PRECISE LOCATION OF PLANTING AREAS. I I ; ····--··-·"·--· .. ; --r--·--' .. 01•/Cb He. •k,<C..-f.:&?JL-:"G,-'6.._ OHE lf.O!IAL REVISION DESCRIPTION ENGINHfl OF wo~,r J .. -·-····-- i i ---·-I r ··-·- ·---------- ·- . i,~{l;;; 11? .. $HT DAfF:' !Nlf!Al NO c1n APPf:IOVAl C.M.W.D. 82-302 , "AS i~,~ BUILT" ~~-~-7 •t,y;, 'II ' ~, ?I~ E P. -~-"' ~ATE ' ' REVIEWED BY: l.--:t1t1c/<-9· l~-06 INSPECTOR flATE 1 s><EEr;1 CITYOF CARLSBAD i 8 , I · l>LANNINQ DEPARTMENT l#~T'I IRRIGAtlON PLANS FOR: CARLSBAD TRACT 84-32 COBBLESTONE SEA VIILLAGE UNITS I & II I J1 Af>PIIOVET~ ... -------"'- ASSISTANT-PLANNING Dll'IECTOIII DWNBY~,--1 PIIOJECT NO CMKD !H ---~i FIELD BK, -C.T. 84-32 IRRIGATION PLAN ' i ' ' 1-31-77 0ATE DR AWING NO. 345-9 L i1, c;;,c,,. z! ID?M s -r s,oN & Y® ,g: ;3c;i ~\ sr: ~lbN \ ffi N 0 V 1._/c, r12'.bt---'I t,117E>,✓NK Sl/.Z I ' ~ l N -1--1 h.JE. j.-.lC=t -4rl!1 j,.l~":~w~t-lE.J'_~J::'~~z'.t 'KEY MAP NCYfE: REFER TO CIVIL ENGINEERS GRADING AND ER061ON CONTROL PLANS FOR TYPICAL LOT GRADING AND DRAINAGE, PAD ELEVATIONS, SLOPE HEIGHTS, AND DAYLIGHT LINES. ,VAI--Ul;-::, .ANP CX-IZ' @OH /1\ ,,,,. I SR££ I +~c'.c,f fl ,, t' ' ',,; ,?; ,. \ (' ~--! ~ \'; 711· I :P3!:? tHALW WN€ ,1 ill t,'tfB-"i -SIPD.✓-"'1-K 4--~::,;.,-+-;"":;-~ . &JJfn.a \!Ji}\ Zc .. ~I ,. ~og~ \~;,(; 10 .• ,, f)r' ..... , ..... /01· ., \ "AS BUILT" RE\1EWED BY: . . . ... ~ ··\.'/Ii : //,1'1°bP OF SLOPE TY~CA ) • '• .. ·· INSTA'LL MAIN LINE SAME 'l'RENCH AS LATERAL LINE, DR WINGS ARE DIAGRAMATIC AND MAIN LINES ARE SHOWN IN LOCATION ON LANS FO~ CLARITY ONLY. (TYP) ' NOTE: ll)'-.... \ . I-" /~ ... ~ Oij.q"L--.-,.1:2,-06 INSPEC~a;;< L::T::j_2______ DATE CONTRACTOR/OPERATOR SHALL ONLY APPLY SUFFICIENT WATER TO P.ROMOTE .HEALTHY GROWTH OF THE PLANT MATERIAL. AT NO TIME WILL THE CONTRACTOR/OPERATOR APPLY WATER AT A RATE OR FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION " 1<:'). • •, ·~- . 1/41 ' '· , ;;:~ O+!JO l . G, L. MOTSHAGEN ASSOCIATES, LTD, ' 1n11rn1llon1I lrrLonlan oon1Ml1ln\1 • w1\u n11n•111m,11I • pl1nnln; • 11uuvh 180!5 T1JI\N!!J!!AV CNVI, IA/. MAFICOS, CAUFORtll,\ 9%01:18 (e19J 744-0411 FAX (619) 744.4744 □ ,_-,. 7"/ +·" --4 '" ~-'""'" ' ~-..... ..,., .......... . .. ~---"'"'" , ..... ' ~--+-. . 4...--- ' ----··--"" -·+ ---·+""'"'-~-- )"w,,W-><OWW,'""'•+~• """"'"'..,.,..'""'"""""'""'"" ,, .. ,_,w_ .. ,.,.,.,.,,. •••-"" ,tr/-:(.X?JJl;:£.. .. ➔ /::i:S-!3UIL:;~$ ~---- ' (tt,,'fl' , :},p'•At fu.it;·li'itff/·ci·f we,,.;~: flE\IISiON DESCRIPTION C.M.W.D. 82-302 \ ~ \ ~1>--<-\ \ \ i l \ \.~ t ' \' 1 APPJovED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. SHEET· CITY OF CARLSBAD 1:sHECTSj1 9 , ~ F'LA.NNINQ DEPAAJMl!;NT ........ H:7 Jr:f . IRRIGATION PLANS FOR: CARLSBAD TRACT 84-32 Lc~~8-:ESTONE SEA VILLAGE UNITS 1 & 11 j A_PPFlOv ~ · __ /-,fjJJ l LASSISTA.N P~NNING DIRECTOR DATE [DWN8Y6AC-1 <>ROJEC' NO i:I DRAWING NO I ~~Jt0o\Yl(,..,,u .. l I C.T. 84-32 i 345-9 L ... _,,/ ,,,_____ ....,__j L --. ' l IRRIGATION PLAN I i I + "' ,..;;~ . ' •. $:S ----~ ;;• \/'\ \.I.) ...... ~- ~- "C" AUTOMATIC CONTROLLER~-TO BE A CALSENSE "ET-1-1.>l,", INSTALL IN A PRE-ASSEMBLED HYDROSCAPE HS-1 CONTROLLER ENCLOSURE. 117V. POWER TO BE PROVIDED BY BUILDER, FINAL HOOK UP TO BE BY CONTRACTOR. ACTUAL LOCATION OF CONTROLLER TO BE VARI- PIED ON SITE. CONNECT MASTER VALVE AND FLOW SENSOR TO AUTOMATIC CONT- ROLLER PER THE MANUFACTURERS IN- STRUCTIONS. STREFTSURFACE--~, POTABLE MAINLINE (SEE IMPROVEMENT DRAWINGSJ7 • 3.5FEET , 'I ,q 12· MINIMUM REQUIRED VERTICAL SE PARA TIONi ~-~---SLEEVE RECLAIMED WATER IRRIGATION MAINLINE NOTE· · ALL RECLAIMtOWATER IRRIGATION PIPE ANO SLEEVES SHALL BE PURPLE ANO LA8Ei.EO AS SPECIFIED IN: ""STANDARD $PEC!FICATTON$ FOR PRM1 TE IRRl::::N,::~;;;;~~ •CARLSBAD RECLAMATION RULES AND REGULATIONS FOR _ -r.l'!.:, CCNSTRUCTTON CF RECLAIMED WATER MAINS" \.;::L.7:;> POTABLE MAINLINE CROSS/NG /' • T'" ... ~~---~~~~--.... L~ ., @:141 • ,----SIDEWALK ...---METER BOX WIMETER CURB---, TZ-MIN!MUM _j 10' MINIMUM TO POTABLE MAINLINE IN sr:·=-~~- RECLAIMED WATER..JBRIGAT10N MAINLINE W/SLEEVE -~ NOTE!: VERTTCLE CLEAJ'IANCE OF 12• MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABL.l!: WATER UNI!:. INSTALLATTON OF RECLAIMED WA7ER 11'?.RIGAT!a-J MA!Nl.lNE 24" FROM FACE OF $/DEWAJ.K WILL PROVIDE THE NECE{>SARY ro· HORIZONTAL. CLEARANCE FROM POTABLE MAIM.INE IN THe_.srREET. .POTABLE.SER.VICE &NE CROSSING B.o / ,\ i'/1' \ /Yz• \I b .u...-1IVJ3BI..ESTOA/E ' -· . ' . ;,; .: '.; *. if -~-P"~---:.r---]1i';;;,~~,:)~,:=,:"~·;;~~·~J~½!'t~~~1111~:::---•~~~~=~ =· =;~~~--··--:=-=:=~=-8;_1; __ 4; .. -=~~;-==:·_L;:~;.;i'· .. ~>~.•;.;_!:,,_--;;;=--==;--==;--==;-==;-=="."=·:,.,,. ... :_= _____ = -= -= -~ -':_ 1'1 ... -1::;fs~~~:~·r-:~:i~~:;iii;;;.-:=-:=-:=-:=-:=-:=-:=-:-;:,-i-·~~~~~~~ri;-:~:=-~;:::,-:-:.:--:--:-;-:~;-;--~ ... -;·:--::--;:~~;:-;}:=~-c=:-==:~=;~=;;~-=·~::=::;;;=::;:~:·;:,::.;11:·=:;=--~=~~==::--"" ..... ____ -_-_____ =-= --·-----== -- li/1" v -'--------- V '· 8 '"·"~ ' --- POINT OF CONNECTION fl ; TO BE_ TO 2" RECLAIMED WATER METER.INSTALL A 2" HAYWARD RASKET STRAINER, A 2 .. WATTS fl 223 PRESSURE REGULATOR, A WATTS fl 009QT-2" REDUCED PRESSURI:: TYPE BACKFLOW PREVENTER (PER ALL CODBS), A GRISWOLD f/2250-2" MASTER VALVE AND A CALSENSE #FM-1 .50 FLOW , SENSOR. CONNECT MASTER VALVE AND , FLOW SENSOR TO THE AUTOMATIC CONT- ROLLER PER THE MANUFACTURERS IN- STRUCTIONS. (SEE DETAILS FOR IN- STALLATION) BACKFLOW PREVENTER TO , BE PER CARLSBAD MUNICIPAL WATER 'DISTRICT STD. DRAWING D W-20,IN- STALL BACKFLOW PREVENTER WITHIN 24" OF R.O.W. PRESSURE CALCULATIONS ~ATcR ~ETER I , SIZE /1/z_li ll.G.l,. ~ ELEVATION ~ X .433 .&,_!_PSI ;if," REMOTE CONTROL VALVE !C,/O SIZE " MAXIMUM DEMAND ¾cO GPM ELEVATION ~• __ PRCSSuRE ~ RCV ?1'f7if pcc PR,SSJRE CALCULATIONS FOR REMOTE CO~TROL VAl_ VE Jift' WATER METER µ· '!_I LO;S """""g,T BACKFLOW PREVUlTER • 0 ,,._ , " ...... -,-STRAINER , • . • • GATE VALVE . " .. MASTE, VALVE .tp " . Tl'l'J!J,'?( " MAIN LINE . ___ " " jJLj · MAIN LINE \ " Z't£"-----irt"MOTE CONTROL VlLV E~~ :: fl'r 1" LATERAL LI'l ~ ' ~ .. ---~i" '..AHRAL UH --:: ,, i ll" LATERAL UtlE 1£ l" LATERAL LINE . _ " " .• , 3/4''LATERAL LINE , .. ,<: '"1 ):i'r l 1/Z"LATERAL LINE " -----r, % FITTING LOSS #,U--" ...LL__' ELEV. CHA%[ 1 • . TOTAL S'i'STLM LOS5E:S: _ 0s1 PR.ES SURE REQUIRfO AT HEAD : . '5 l TOTAL PKESSURE REQUIRED : , PSt STATIC f"RESSU<E I.VAILMLE : · . PSI RESIDUAL WATER PRESSURE ~--··"· PSI NOTE: 1. ALJ, MAIN LINE SIIOWN l\.RE Dil\.GRAMI\TIC AND SHOWN IN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE INSTALLED IN PLANTING AREAS, OUT OF RIGHT OF WAY, (TYP) 2. SEE SHEETS 14 AND 15 FOR IRRI- GATION LEGEND, NOTES AND DETAILS. 3. POP UP HEADS SHALL BE INSTALLED WITHIN 10' OF ANY PEDESTRIAN ACTIVITY PER CITY OF CARLSBAD. \ (TOP OF SLOPE TYPICAL) INSTALL MAIN LINE IN SAME TRENCH AS LATERAL LINE, DRAWINGS ARE DIAGRAMATIC AND MAIN LINES ARE SHOWN IN LOCATION ON PLANS FOR CLARITY ONLY. (TYP) INSTALL ROTOR HEAD SYSTEMS ONE POOT FROM BACK OF SIDEWALK IN RIGHT OF WAY. (TYP) HEADS TO BE INSTALLED ONE FOOT PROM BACK OF SIDEWALK. (TYP) ALL AREAS ALONG STREET, -/Jl/1" ·-·l.4("'! If?" 8 '!!,·.'/ ... 5 f!; ///f' ///#' I" NOTE: CONTRACTOR/OPERATOR SHAll. ONLY APPLY SUF,0 1CIENT WATER TO PROMOTE HEALTHY GROWTH OF THE PLANT MATERIAL. AT NO_ TIME WlLL THE CONTRACTOR/OPERATOR APPLY WATER AT A Rt,TE OR FREQUENCY WHICH CAUS!iiS RUNOFF OR SOIL SATURATION. ~~--~ -- G. L. MOTSHAGEN ASSOCIATES, LTD. 1605 Tlf\Nn~ PRivE $AN ~ARCOS, C:Al.1/!0~NIA Q::;C,BQ (619) 744-0411 FAX (~19) 744-474~ ' . ' □ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. f' "'''' ',_--......._ ____ ~----REVISION DESCRIPTION " It'/'' I~' -, ~ s Ir:; 5 ... ,, ' ~· NOTE: REFER TO CIVIL ENGINEE&S GRADING AND EROSION =NTROL PLANS FOR TYPICAL LOT GRADING AND DRAINAGE, PAD ELEVATIONS, SLOPE HEIGHTS, AND DAYLIGHT LINES . ~ --~----~= >'-.. ---~~= ~ I I I KEY MAP "AS BUILT" RCE ____ EXP. ______ _ REv1EWED BY: INSPECTOR DATE .. .......... . ........... .., ,---rs ME f' 'c1rY oF cARLssAo SHf[,S ! ::.;:1?_ PLANNING DEP.ABTME __ ~_T ____ ··" !?~._.J IRRIGATION PLANS FOR: CARLSBAD TRACT 84-32 COBBLESTONE SEA VILLAGE UNITS I & II .. ·-·· . ··-----i 1-f/. a 7 i .. , "'""'""'"""/ ... _L--..--: C.M.W.D. 82-302 IRRIGATION PLAN . .>· ,. + ·~ .. -. -~-...... .,,._ -:-: ~, ' • -'c-! ;;_c,., ;t:;·· £,, q-,,, ---·•--PHOTO GEoornc CORPORATION -~ ---. ~ -·---. .,, ... ...,., .._,.,,('><" ...... --.' •-,-,.1 I I /i , r f I I I ...., ~·-··1 ./ ....... \ ' / .,,..... ... : _.....-"-/' .) .,. _,,_.,./ ( " :,.· -------= l. ,'t' '~ - ''~ ,-··j~~,- _..,,; /~·'-· '\._ ··-~ ' ~. ·-, ' Ill = .. f r ' ' !ff.~ \ 1t6 t ~~ \\ I , ·. -. ·. \ '. . / ~-~-_-,., .<'! ~ ~. / .. . ... , " ~ '" .. . ~ •. ·• \" ' ' ..I -./... • ~ j '·, '~-#-· .. '., :.· ,: rr · _,,_ · ,--.~--. ·;,/,,z.' -~ '· '. ' -' . - ~"C , . ',.-._ ·.-· , ,,,, .. ·-_,.;,. ' . -' ''. -, · •. '•' .,~ . ~ _-. ;-· -( --.' .. . ·-~"."~ , .. . \ \ \ ·' '~ ' . ., ,,.·i .. ;. '\ "' _,_. ~ ... IL \ ~:?, \ . "'(' ( . . \ 1!_~ ~ I .. ,_..,, ' :· ( ·, , ;"t .... ,_,._-!- -~-:~:~ -.. -~~·/\ -.;:,,.ii 0 10 20 40 SCALE 1" ~ 20' ,, . 1.-,,_.., .. ·-.• ' ·: .. -... ,.,.· ~:..,~;,.Q;,,+-------------:,,'---, ~ -. i r...-.. -~ -'-r-'. 'r ,-~< , ... ; ;•,> _.I · 1' ~-• 1,.1 . ,. -:,..,-·· ," '~ .. ·.;. , ...... PRESSURE CALCUL -G ! .433 a l&_P$l I E<-•7 SIZE f'/1.11 ~ GPM -- ~ Psi RESSURE CALCU'.ATIQNS FO'l REMOTE CONTROL VALVE 1•/t' + WATER MEHR SA;KFLO'• PREVENTER s-,Al~ER 'l' GATE VALV, 'Z' MAST El: VALVE tl£i.__. :2 " M,.,,1 LINE ----,,-MAHJ LINE "-REMOT. E C01,ROL VALVcjl.1>---::::: " 2" LATE,AL LINE .J.Z, " 1Q..'._l!" LATE<AL LINE ,/5_··-· " JG'.._1¼" LATERAL Llt\E ~/IP_ " In' l" l,\TERAL LINE -;i,;r· " =r"-3/4"LAHRA'. LINE 4:>-" l/2"LAHRAL LINE .S'J % FITTING LOSS -s2a-_,.cc-- LOSS j ~-.~·:--_/ \ ' . .. ',! ., • ~• °"EV. C~NGE . /-I " TOTAL s,sTEM LOSSES,;{:_ PSI PRESSURc REQUIRED AT HEAD , i:> _:: PSl , __ ,_:. 1 ' ~ ''\.:... .. -.. . -... . ~ --.. ' ·." ... ,' \,' ·c~• : , ·•:.\ \.':. . -. ~ . ·, ,-' \ TOTAL PRESSURE REQUIRED , 7z.1,, ?SI STATIC PRESSJRE AVAlLABL( : Go'5 PSI RESIDUAL WATER PRESSUR, : -~'..!.L._ PSl ~-r 1'!G<QD, ;:?, e 8£)c;;.PM NOTE: 1. ALL MAIN LINE SHOWN ARE DIAGRAMATIC AND SHOWN lN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE INSTALLED IN PLANTING AREAS, OUT OF RlGHT OF WAY. (TYP) 2. SEE SHEETS 14 ANO GATION LEGEND, NOTES 15 FOR IRR.I- AND DETAILS. 3. POP UP HEADS SHALL BE INSTALLED WITHIN 10' OF ANY PEDESTRIAN ACTIVITY PER CITY OF CARLSBAD. AUTOMATIC CONTROLLER ':!:" TO BE A CALSENSE "ET-1-24", INSTALL nr A PRE-ASSEMBLED HYDROSCAPE HS-1 CONTROLLER ENCLOSURE. 117V. POWER TO BE PROVIDED BY BUILDER, FINAL HOOK UP TO BE BY CONTRACTOR. ACTUAl, CATION OF CONTROLLER TO BE VARI- FI ON SITE. CONNECT MASTER VALVE AND SENSOR TO AUTOMATIC CONT- ROLLER THE MANUFACTURERS IN- STRUCTION. POINT OF CONNECTION fl TO/t" RECLAIMED WATER. METER. A 2" HAYWARD BASKET STRAINRR, WATTS# 223 PRESSURE REGULATOR, WATTS # 009Q'r-2" REDUCED PRESSURE TYPE BACKFI,OW PRF.VENTER ( PER /\LI. CODES), A GRISWOLD /12250-2" MASTER VALVE AND A CALSENSE #FM-1.50 !.'LOW SENSOR, CONNECT MASTER VALVE AND FLOW SENSOR TO THE AUTOMATIC CONT- RC",LER PER THE MANUFACTURERS IN- STnUCTIONS. ( SEE DETAILS FOR IN·-· STALLATION) BACKFLOW PREVENTER TO BE PER CARLSBAD MUNICIPAL WATER DISTRICT STD. DRAW.ING# W-20,IN- STALL BACK!.'LOW PREVENTER WITHIN 24" OF R.O.W. " •-~----~'"".;;;.;."~· +¼;..ll~.;:.,.:;: ,\,'------ -------. RC[ ___ _ --.. --ECTOR A.TE BOOSTER PUMP J;'OR P. 0. C. # 6 TO BE A 'CONSTANTFLOW" # 50 BP~ Pg_ Lf2_ HP-C WITH OPTIONS-C,D,E,F,G,H,1,J,~,M & X. PUMP MOTOR TO BE /7-50 _ RPM, 22ov/-,bPHASE. STATIC PRESSURE: &'3 PSI BOOST REQUIRED: 2;~ FT/HEAD CAPACITY; 5 GPM PUMP AVAILABLE FROM·,--- SOUTHERN CALIFORNIA PUMP SALES (714) 966-1095 _)"OUNTAIN VALLEY, CALIFORNIA q.H££; DELETED f!EE NeH !JHEer # 35 NOTE: \ KEY MAP CONTRACTOl'\/OPERATOR SHALL ONLY APPLY SUFFICIENT WATER TO PR0,10TE HEALTHY GROWTH OF THE PLANT MATERIAL. AT NO TIME WILL THE CONTRACTOR/QP[;RATOR AP?LY WATER AT A RATE OR F;EQUENCY WHICrl CAUSES RUNOFF OR SOIL SATURATION. .. , ... . ----···· "'""' ',, . G. L. MOTS HAGEN ASSOCIATES, LTD. lnl••n1llanal 111r0ntl"n ,;,01111,JIIAJ1t, • '""-I•• ,,,,,..,a(l•n1111nt • I>l•nnln~ • r• • u•rct> 1505 TIJRt'fflERRY OfllV"i;: . D I ~ $A"-! IAAf:lCOS, CALlrnfl.rllA '<l20Q~ ____ .J {610) 744-0411 FAX [619) 1!\4-+174+1 ~-- C.M.W.D. 82-302 IVY · LANDSCAPE ARCIDTECTS . INC. 757 W. Ivy Streec Diogo, California 92 IO I 5-5360 CARLSBAD DEPARTMENT IRRIGATION PL S FOR: CARLSBAD T CT 84-32 I & II IRRIGATION PLAN J -··•- ,...oTo GHlOHlc'" iO...O•.&.nn~ PRESSURE CALCULATIONS WATER METE-R I /0 SIZE /II H.G,L. ~ E~~\IATION . ~ · X .tl33 :c ~PSI R[MQTE CONTROL VALE I ✓I/ SllE /&~ MAXI~1lJM DEMAND §/. §" GPM ELEVATION 315' PRESSURE I RCV ___ PSI . "ESSURE CALCJLAT)ONS FOR R.e.OTE C,NTROL VALVE /0 \.iATER MET':::R , ~ BACKFLO\.I PREVENTER $TRAINER GATE VALVE MASTER VALVE " ,.,.,AIN LINE 5, '3 PSI LO,S 1--s " 11 ,() " " /, / • t• II ~;]£__" " * :zzc'. f'AIN LINE _ ~•ii " REM8TE CONT;;:CL VALV't.., / n "' ~...£..L...=::..,, --2" LAHRA.L ~lNE /0' I!" LATERAL LlNE . · · H''' LATERAL LHIE .,_~ l" LATERAL LINE /~P " .:t'.'1'3/4"LAHRAL LINE ~O :: ~l/1"LAHR" LlNE .. 10 l · FI TT I NG LOSS {J " -I-5 ' . El(V. CHANGE ~" --TOTAL SYSlcM LOSSES: $ , PSI PRESSURE REQUIPD AT HEAD : O, FSI TOTAL PRESSURE REQUIRED : • PSI STATIC PRESSURE A\iAILASLE : Z,~ FSI R~SlDUAL. U~H~ PRES$URE : -£2, / PSI l'URNlSH AND INSTALL A PREFABRICATED IRRIBOOST MODC BEPGA7-3-20NE PUMP WATEll PRESSURS BOOSTER SYS'l'EM J..S 01:.S.IGNED ANO FABR.ICATBO :SY BAlUIBTT ENOlNm!IU!D l>OM:PS, sAN blEGO, CA, ((il9·lJl-7S67) nm SYSTEM SHAI.1., BE C,A.PABLS OP PROVIOlNG A MN1MUM SYSTEM PMSSOM OF FIS.IO WHn..:e: SUPPLYJNO A FLOW RA TE FROM OTO GPM WlTH A SUCTION PRESSURE OF' E>SIO MINTh,ffJM_ J'OMJ> SHALL BB SINGLE ST AGE, END SUCTION DESI ON, CAST lllON BRONZE FIITED CONSTRUCTION, EQU!Pl'W WITH MECNANlCAL SHAFI' SEAL, BACK P\lllOUT DESIGN PUMP SHAU.. DE M0Pm30GA7-1.25P.ATED250PM ATlstlfE'.ET HEAD, AND DRIVEN BY I HP, 2)0 VOLT, 1 PH.ASE, 60 HERTZ. JJOO RPM, ODP MOTOR. _-PROVIDB A METAL OXIDE VAll.1$TOR J'ROTECTI!D lSOLATINO PUMP START RELAY TO . AUTOMATICALLY CONTROL PUMP ON/OFF OPERATION ill CONJUNCttON W1TH t1tE llWGATION CONI'ROLLER !NCUlllE Alf'lJ,A Swl!CH 1o""SlllECTMODE Of"OPEJUTION"." FURNlSH A NEMA 4 CONTROL PANEL, CIRCUIT BRJ!AKER. MAONETIC STARTER WITH OVERLOAD Pll.OTECTlON, J.ND ALL NECESS.AP..V WllU'NO AND COMPO"?-.'ENTS FOR AUTOMATIC OPERATION. THl':IU! SHALL BE A LINE MOUNTED FLOW SWITCH.THAT SHALL MONITOR 11lE WATER PLOW ANO AUTOMATICAU.Y TURN THE PUMP OF!' SHOULD THE WATER PLOW STOP. THE PLOW SWITCH SHALL BE SENSIT!Vll ENOUGH TO REGISTER FLOW RATES OF 1 POOT PER SECOND. THE FLOW S\VITCH SHALL OPERATE IN l..'O:SJlP.,.;CfION WITH A 11.ME DELAV RELAY TO PREVENT FAI..SE ALARMS. JHS: SYSTEM SH.\..l..L HAVB SYSTEM MOUNTED PRESSURE GAUOES POP. INDICATING SUCTION AND SYSTEM DISCH.MOE PRESSUR.I!. SYSIBM SJJAI.L use aiuss QUARTER TIJRN BALL VALVES ON SUCTION ANO DISC!WtOE U><ES. INCORl'ORATE FULL PUMP SYSTEM PIPE Sl..Zlt a-YPASS "VIITH ALL BRASS DlSC CHECK. nm SYSTEM SHALL USE TY'PE "U COPFEROR SR.ASS ON ALL ABOVE ClROlJNO :PIPING, PUMP SYSTEM P!Yl'l'-1O SHA.LL BE 21' :SU'.J! ON fNLET AND O'UT"...L'.T, Al.l, PREASSEMDLEO. TTlE SYSTEM SHALL IJli MOUN1ED ON COMMON STRUCTt.mAL srnru.. STA.l,lD WITH PIPE SUPPORT AS R.'e;QUIRED. 1liE SYSTEM co~ SHA.U. EB 16 GAUGE FOR OA.1.,VA.NlZED PAI~"n<_n ST:E.n AS J:NDICATED IN THE )>1-A.~S, WITH LOlJVE.B,S OR OPENINGS FOR HEA't' DISSIPATION ANp DOORS FOR SYSTEM ACCESS, rnB COVER Sl!ALL es SECURED TO PAD Wini STA.!NLESS STEEl,.llNIDWARE, PRESSURE CALCUL.ATIONS \;ATE°R MEHR I /CJ S:ZE __ i__''_ 11.G.l. '08!2,_ EL,VATIO-~ T,o · 7¢,.. X ,.:133 = ?Z.oPSi REHOT[ CONTROL VALVE I .J 7 SIZE _L_~ 11/1.XIMUM CEMAND /7, o G~r1 ELEVATION 3/5~ PRESS1-)RS @ ncv ---P$ l PRESSUR~ CALCULArIONS FOR R~l-,OTE coirrnQl, I ' WATER METE/ ....i,_(,,.,_PSi LO:,'' BACKfLOW P,1EVUHER 7,~ ' STRAINER Z,O " GATE VALVE -· /,/ MASTER VALVE 7,75-.. II MAIN l lNE -·---" z/o'" 21:T'. f'AIH L 1.~E 3,(,,_ " -:Z::.." REMOTE CONTROL VAL vE----z;;c .. " 1" LATERAL "LINE " --11" LATERAL LH!E ~·--" /o' ll" LATERAL lit:[ -p--_r,"·-_ :,., '"W' )" LAHRAL LINE ;ro' 3/4"LAHRAL LINE 1/Z"LATERAL LINE, =-~ -~ -~ -_ " "70 ~ FITTING LOSS 1"} t.z_' ELEV. Cll/,NGE , .. 10T/\.L SYSHM LOSSES:-..,.-~ PS! PRESSURE REQUIRED AT HEAD : _z_(), PS I TOTAL PRESSURE REQUIRED ' 4f"?;" Pl! S~AT:C P;<ESSURE AVAILABLE :Z, PS! R(SIDUl,L WATER PRESSURE -5"0,/ P$1 llOTE: INSTALL MAIN LI·NE IN SAME· TRENCH AS LATERAL LINE, DRAWINGS ARE DIAGRAMATIC AND MAIN LINES ARE SHOWN IN LOCATION' ON PLANS FOR CLARITY ONLY: (TYP) . " AUTOMATIC CONTROLLER J TO 1;1E A CALSENSE "ET-1 -12", INSTALL IN A PRE-ASSEMBLED HYDROSCAPE HS-l CONTROLLER ENCLOSURE, 117V, POWER -TO BE PROVIDED BY BUILDER, FINAL HOOK UP TO BE BY CONTRACTOR. AC'rUAL LOCA'rION OF CONTROLLER TO BE VARI- Fn:D ON SITE. CONNECT MAS'.rER VALVE Af'"I FLOW SENSOR ·ro AUTOMATIC CON'l'- ROLLER PER THE MANUFACTUREHS IN-- STRUCTIONS. POINT OF CONNECTION# /O TO BE TO/" RECLAIMED WATER METER.INSTALL A I'/,," HAYWARD BASKET S'rRAINER", A/¾j' WATTS# 223 PRESSURE REGULATOR, A WATTS # 009QT-llij' REDUCE!:> PRESSURE TY!?E BACI<FT,OW PREVENTER ( PER Ai£L CODES), A GRISWOLD #2250-/~' MASTER VALVE AND A CALSENSE #FM-1 .50 FLOW SENSOf\. COtJNBCT MAS'£BR VALVE AND FLOW SENSOR. TO THE AUTOMATIC CONT- ROLLER PER THE MANUPACTORERS IN- SidUCTIONS. (SEE DETAILS FOR IN- S'l. i,f,A'l'TON I ElACl(t"LOW !?REV ENTER. TO BE PER CARLSBAD MUNICIPAL WATER DISTRICT STD. DRAWING# W-20,IN, STAl,L HAC:K~Inw PREVENTER WITHIN 24 11 or-· R.O,'t.i. 1 . ALL IIAIN LINE SHOWN ARE DIAGRAMATIC AND Sl!OWN IN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE INSTALLED IN PLANTING AREAS, OUT OF RIGHT OF ,WAY, ( 'tYP) 2. SEE SHEETS 27 AN.D 2\? F'OR IRRI- GATION LP.GENO, NOTES AND DB1'A I LS. J. POP UP Hf:ADS Sl!ALL BE INSTALLEU WITHIN 1 0' OF ANY !>EDESTRIAN ACTIVITY~PER CITY OF CARLSBAU. /7.!$ - , / I / I I I I ' / I I / / r' I ' ' I ' ' I / I ' I / / / 'Al --,. .. 123 p= 3iJ7:9 ~ if'1 -c· I \'-.; I I ~/tf .- APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING / / I {fl .s:·~ I)_ 0, /;;: 711·/,/: ' I I / "S.. z-~ ' I I ........ j I/ ,-' l ) ,· ·/._/ f"\ <' ' AfC:::2 (, \,' /// ~0 . . _" / _· I I / / " \ ·, '--, ', ' ' \ ' . \ ' \ \ \._ \ \ \ \ \ \ • I I ,,, . ·-,_ ·,, -, ', ', "'- NOTE: REFER TO CIVIL ENGINEERS GRADING AND EROSION CONTROL PLANS FOR TYPICAL LOT GRADING AND DRAINAGE, PAD ELEVATIONS, ,_ SLO"'-J;!!olGHTS, AND DA YLIGI-IT LINES. ', ------- \" -~ ,' ~ \ \ \ \_ \ \ I \ " -,, ·-, -- ' ,/ / --,.. ·-...........-..._____ "'------. / --~-j'-.._ --, / / / ' // ......___ ·--~ R-,,,1/f',J"!~-\~~~--\~-------~------- ~f--:"--;,:--.~-;:rr-::!::l.L~.,,____ • I \ I I ' f ' \--1'1,JJ \ I • "' I I I '- ' ,/\ I \ \ ' • \ I 125 -. ' P~''3!0.)?: ' ~ ' \) f· ~Jg.!~ ·-\ ~ ' • \ ./ ; 124 ' ; , ... ' ~ . i ' P----t1K· I K ~ft; ,o/ 1'11 \/ u \ \ ~ \ <:;;) ' ' I \ ~ ....... \~[ ~{ ~C) J/2, ?--'-_ -~ NORTH 0 10 20 40 SCALE 1 ·• ~ 20' ====::::===:=======================:===:===: .__'1 5 ="1=(2[=T==--·11=· C==I T=Y==O==F==C=A=R=L=S==B=A=D=-=~=~== .. ~I , ;_ PLANNING DEPARTMENT - PRECISE LOCATION OF PLANTING AREAS.1------+---------------+--r----<---i IRRIGATION PLANS FOR: "AS BUil T" TITI.E DATE REVIEWED BY: INSPECTOR DATE -------------------.....J CARLSBAD TRACT 84-32 COBBLESTONE SEA VILLAGE UNITS I & II APPll!C\I / -.1/---9 Z ASSISTAN CATE ow .. 9Y ----•"OJ[CT. 1110 I f---0.-,-,-f-,,.-,r-,-,. ..... ----~--------------i--+-o-.-,-,-+-"-,,-,-,.-L--1 CH1<Q 9y.___ CT 84 32 REVISION DESCRIPTION '"' 1-, _ _;_.1...._-"'f 1 ,F:_:1_::_E_::_L_:::0~9'..:k:.:_• ===J · • -NO ClTT AP,.SIIOY.Al. L .._ ______ _ Ef'tGIHEEA OF WORK DRAWING NO. 34s-9 L C.M. W .D. 82-302 IRRIGATION PLAN I . --..-... ~t-tOTO GIOOITIC COIIPOI.ATION P1.."R.NISH ANO tNSTALL A PREFABRICA'fEP IlUUBOOSl' Moor BEPGA7-3~2 ONE PU?vlP WATEP. PRESSURE BOOSTBII. SYSTEM AS DESIGNED ANO PA.BIUCATED BY BARRETT ENGINEERED PUMPS, SAN DIEOO, CA. (519•2'2•7867) T1IE SYSTEM SHALL I'll! CAJ>ABI..E OP PR.O\!JDINO A Ml.NlMUM SVSTEM PRESSURE OF f>SIO Wlm..B SUPPL YING A FLOW RATE FROM OTO ' GPM WITII A SUCTION PRESSVM OF FSlO MINIMUM. PUMP SHALL 8.6 SINGLE ST AGE, END SUCTION OESlGN, CAST m.ON BRONZE FITIED CONSTR.UCTION, EtQUIPPBD WITH MECHANIC.Al. 5.l-'.AFT SEAL, BACK PULLOUT 02SIGN' PUMP SHALL BE M0PEJ30GA7-1.25AATED3~.GPM ATl4()FEET REAP, ANO DRIVEN BY l 230 VOl-1\ l PHASE, 60 HERTZ, 3500 RPM:, ODP M010:S MeTAL OXIDE VAF.JSTOR PROTECTED ISOLATING PUMP START RELAY TO AUTOMATI Y CON'TT,;.UL PUMP ON/OFF OPEAATION IN C0NR.JNCT10N \VtTH THE llWGATION CO LLER INCLUDE A H-0-A SWITCH TO SELECT MODB OF OPERATION. FURNfSH A NEMA 4 NTROL PANEL, CIRCUIT BRllAX!!R. MAGNETIC STA!tTEll wmI OVERLOAD PROTECTIO , ALL hBCES!WlY Wl!UNO AND COMPONENTS fOR .A.L'TOMATIC OPERATION. HALL BE AUNE MOUNTED FLOW SWITCH THAT SHALL MONIT"OR TIIE WATER FLOW MATICAll.Y n.mN 't'l-m Pl.IMP OFF SHOUJ...D THE WA Tl:R Fl.OW STOP, THE FLOW S SfW,L EE SENSITIVE ENOUGH TO REGISTER Fl.CW RATES OP I FOOT PER SEC0Ni,,,,.'.11lll Fl.OW SWlTCH SJW.L OPERATE IN CONMICTJON WlTH A TIME DELAY RELAY TO VENT FALSE ALAR\IS. l1'E SYSTEM SJW.L HA\B SYSTEM MOUNTED PRE GAUGES POil lNOlCATrNG SUCTION AND SYSTEM DlSCH.ARCill: fRESSURE. SYSiEM USE BR.ASS QUARTER. TURN BALL VAI,VES ON SUCTION AND DISCHAR.CE LINES. il.-,RPORATE FUil PUMP SYSTEM PIPE SIZB BYPASS WITH ALL BRASS l>!SC CHECK ' THE SY SHA.LL use n'l'E "L ~ COPPER OR BRASS ON ALL ABOVE GROUND PIPING. PUMP SYSTEM P O SHALL SE l" SLZE ON INLET AND OlITLET, ALL PREASSEMBLED. nm $Y$TEM SHALL 81! M:OtJN'1EO ON COMM'.ON STR.UCTIJRAL STE:EL ST AND WI SuPPORT AS REQUIRED. THE SYSTEM COVER SHALL BB 16 GAUOB FOR GALVA.'JJZE PAJNIBD STEEL AS I:NO!CA.TED rN THE PLANS, WITH LOUvm:tS 0.ll OPaNP,>.!OS FOR HEAT] OISS!IWtlON AND DOORS fOR SYSTEM ACCESS. THE COVEA SHALL BB SBCU!lED TO PAD WITI-I STAINLESS STEEL HAlWWARE. -+---------.--- PRESSURE CALCULATIONS WATER METER I 9 SIZE~-- H.G,L, 38-/' ELE\'AllON ~~.5' f%' X .~33 a/~.'? PSI ,rnoTE CONTROL VALVE 1q,:2 M,\X I MUM C E~AND -;t ,i', ELEVATION PR~SSt.:RS @ RCV --- SIZE G?H PSI ·PR,SSURE CALCULATIONS FOR REr.OTE CQNTRO, VALVE /" WATER METER *PSI 6A.·CKFLW PREVENTER , .. STRAINER ~" GATE VALVE ,c, " MASm: VALVE , " __±_ l1,i.J." MA II~ l..l NE " ·~ MAH/ l.!NE ___ ., !If?',.-. -REMOTE CONTROL VALVE 7, D Z" LATERAL LJNE ll" LATERAL LJNE $' 11" LATERAL LINE 111 LATERAL LINE /.0 2"'3/f'LAHRAL LINE /, 0 4,w l/2"LATERAL LINE ;z. '3 ~ ~ F!TT!NG LOSS '1.-0 " f 7 ' ELEV. CHANtE ~o" --TOTAL SYST[H LOSSES: , PSI PPESSURE REQUIRED AT HEAD : /J, O PSI !01A.L ~R. ESScRE REQUIRm ~•"-.PSI S1ATIC PRESSURE AVAILABLc . , PSI lES.JD~AL ~ATER PRESSURE -, PSI . t • . • . LOSS \ . ~ ,i) J 't/)• tJ 1) . ~ /,, 1\ \ ----- NOTE: 1 • ALL HAIN LINE SIIOWN ARE DlAGRAMATIC AND S~OWN IN PAVING FOR CLARITY ONLY, ACTUAL LOC.ATION TO BE INSTALLED lN PLANTING• AREAS, OUT OF RIGilT OF WAY. (TYP) /4 2. SEE SHEETS ,;):"/ AN,D GA1'ION 'LEGEND,-NOTES It,. g'/! : FOR lRRI- AND D.ETAILS. 3. POP UP HEADS SHALL BE INSTALLED WITHIN 10' OF ANY PEDESTRIAN ACTIVITY PER CITY OF CARLSBAD. /'l. () APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING II AS BUil T" TITLE DAlE REVIEWED BY: INSPECTOR DAlE . -~ ·-·-__ ., --·---- ' I ,(;2' 7'~ ✓f(I"' 3:1:S AREAS. t-----+-·--+---~ -···---··-- / . ... 0 NOTE: REFER TO CIVIL ENGINEERS GRADING A EROSION CONTROL PLANS FOR TYPIC T CRAPING ANO DRAINAGE PADEL IONS SLOPE HEIGHTS, AND OAYLIGHT , POINT OF CONNECTION /I 9 TO BE TO f" DOMESTIC WATER METER. INSTALL A I " HAYWARD BASKET STRAINER, A I .. ~'.!''l'.S .. fl. 223 PRESSURE REGULATOR, A WATTS II 009QT-I " .REDUCED PRESSURE TYPE BA,CKfLOW PREVENTER (PER ALL CODES).," A'GRISWQLD /12250-/""MASTER VALVE AND A CALSENSE /lf"M-1 .. 0 FLOW SENSOR, CONNECT MASTER VALVE AND FI,OW SENSOR TO THE AUTOMATIC CONT~ ROLLER PER THE MANUFACTURERS IN- STn.UCTIONS. ( SEE DETAILS FOR IN- STJ\ LLAT"lON) ,BACl(FLOW PREVENTER TO BE PJ;:R CARLSBAD MUNICIPAL WATER DISTRICT STD. DR:AWING I/ if-20,IN- STALI, BACKFLOW. PREVENTER WITHIN 24" OF R.O,W. . AUTOMATIC CONTROLLER -'.l_"_ TO BE A~. CALSENSE. "E·r-1 -12 ", INSTALL IN A PRE-ASS_EMBLED HYDROSCAPE HS-· 1 CONTROLLER ENCLOSURE, 117V. POWER TO BE PROVIDED BY BUILDER, PINAL HOOK UP 'fO BE BY CONTRACTOR. AC'l'UAL LOCATION OF CONTROLLER TO BE VARI- PIED ON SITE. CONNECT MAS'!'ER VALVE AND PLOW SENSOR TO AU'fOMATIC CONT- ROLLER PER THE MANUFAC1"URI::RS IN· STRUCTIONS. .INSTALL MAIN LINE. IN SA.ME TRENCH AS LATERAL LINE, DRi\WINGS ARE DIAGRAMATIC AND MAIN LINES ARE SHOWN IN LOCATION ON PLAtiS FOR CLARITY ONLY. (. TYP) SHEET DE1-eTED. 5EE NE~ !!iliEE, #3& NORTH 10 20 40 .1f ~~....L.-"o,~1,"'F-"',fl',l..j ... ?ii o,, cp.,1.11'0 SCALE 1" ~ 20' IVY · LANDSCAPE ARCHITECTS · INC. 757 W. Ivy Street . San Di"IO, CaJ.lfonua 92101 (619) 235-~60 0 F CARLSBAD PLANNING DEPARTMENT IRRIGATIO LANS FOR: CARLSBA.., .... RACT 84-32 COBBLESTONE --1---.....i..-----------------+--+---+------1 r\.11( 1N1l1&l ---1 HtGlNH--o, wo"~ I REVISION DESCRIPTION ASSISTANT PLANNING DIRECTOR D11J~ Ill____ Pl'fOJ[CT, NO DAU, INlfl•I. CHKO ll•-··--CT 84 32 •~• >-;~.;;,;;;~7 ,-l'...Fl'...'.:E.:L..':'.O~ll::k::_, ===.J , • · NO I C11"f .-Pfl'fllO"'&l "-------~ C.M.W.D. 82-302 IRRIGATION PLAN :z STA:NLESS S IHL ENCLOSURE -----. ~/,~.I.I. MOL.MT ALTOMATIC CONTROLLll\, \CL LEGEND FJP SPECIFICATIONS • COMPLETE E'!CL()SU~t ASSE~6l. Y A'J{IJL/lJf_E Ff!.OM: PA:;JFlC IR!<J(;.C4.l:ON PHOl)U(.1~ L.'\CUN!', '~IL\.$, cAur,::.i1uH/l PHGN~ (714) 837-4460 t---tt---__. ONICF, DISCONNECT SWITCH W/ llQ V. GKOUNDff Ol,-l.ET. ---➔ l.□·.~ '/:LTP.G:. CONTROL i,i]f!_I"'; 111 ~-'' 011\. h'C SCI! DO \.IJH; s·,ffF" [1 l. ... !/?" x ~,4" l□r,rrn G.ROlJNl~'G :nw, UHJNl.c:l lU 110 V (IIJl\.i'.1 NOTE: ALL VALVE BOX LIDS TO BE PURPLE &F:B+-?LASTIC VALVE HYDRO RAIN WY, STRA,NER W/ '50 MESH FILTER AND PRESSURE GAUGE. BOX W/ LOCKING COVER, AMETE< OR EQlAL FINISH GRADE ,-...-~ CONTROL WIRES W/ 24" EXPANSION COI', WATTS #223 PRESSURE REGULATO, ~ 30 PSI GRISWOLD 3/4" DW-PRV CONTROl. VALVE l,-<--~ PVC SCH 40 MALE ADA?TER PVC s:H lO 4,° FITTING .~AI NUN!: I\---_. 4 FL '_ONS GARD,~ <OSc, COIL Al BlTTOM OF GOX '077,i;.....~ .... BRICK STABILIZE,, TYPICAL 6" MIN. D~P_,..H CLEAN f:'E'.A GRA\11:c. -------SAL CO WMP-75 THREADED BALL 'IAL'IE W/ BRA\\ ,JOSE ADAPT ca DRIP CONTROL VAL VE CHAMF[ON 200 ---- CONTROL VALVE BRASS NIPPLE FINISH GRA)E.........., BRASS ELBOW ~ W/ PVC M/11,E ADAPTER \ \ PVC i'1AINLINI: FROM '1ATER ,..___, SOURCE ~ 3" BRASS NIPPLE I ----BRASS ELBOW --BRASS NIPPLE t--➔ BRASS ELBOW / W/ ~~C MALI: ! ,-: I -~DA. ER PVC L~~ERAL '. I NE MANUAL CONTROL VALVE PLASTIC VALVE 80X W/ LOCKING COVcR, AMETEK OR EQUAL FIN I SH GRADE 4 FT. LONG GARD,N HOSE, COIL IN BOX MALE ADMTtR EMITTER LATER,\L L,NE BRICK STABILIZE,, TYPICAL 6" MIN. DEFTH CLEAN PEA GRAVci. +--~ SALCO WMP-75 THRE;ADEO BALL VALV.:: W/ gRASS hT HJSE i\DAPTE~ EMITTER FLUSH VALVE -J,....._•MOTO. G_IODI_I_I_C COtt•o••rioN l S11,r w,f'!~ .s'l(J t1.pp1y Se9t,;:hl<>~ Y El&C\frU.I S~<jr'u~ Cc,i~l)cl<'.11 a'I (1. cio,:'kw(S<l din1Ct'()fl 3M #DBY SPLICE KIT ~:';rn 40 ,vc ,a, ALL "" ANo flm,JllOTE: ALL VALVE BOX LIDS TO BE PURPLE FOR VALVE: SIZES l~l/2" MO BELOW. ;----. AMAT EK tRf-Bt PLAST 1 C us, ClASS 315 PVC P:?c ANO SCH 40 P,C VALVE BOX (OR l0UAL) Fl'!i!N:iS tOR VALIJE S[IES 2.~ ANO LA~GER. WITH LOCKING COVER. LATERAL L !NE •·· P '/ C MALE .,_ ___ ,, AD,\PTrn APOR:JI/En 'a:RE CONl,ECTO:1, l CU.FT. PEA GRAVEL 2 x 4 REDWOOo BLOCKING OR ilRICK 1----.. MA l N Ll NE REMOTE CONTROL VALVE NOT[: INSTALL AT 6" MIN, AiJOVE THE HlG'1EST OUTLET HI THE 11,TERAL SYSTEM. Jl~ASS-NIPf-LF. MALE ADAPTE r a:JJ CHAMPION 262 SERIES, BRP,SS ATMOSf'PERIC VACUU~ BREAKER BRASS NPPLE, 4" ~IN. LEGNTH BRASS ELL LATC:RAL LJNF ATMOSPHERIC BACKFLOW . PRESSUR!:'. GUAGE (TY?) I • ,:, PLAVS FOR PU"P AND M.OlOR SPECJ.F;:ATIOWS 0 •-SEALTIT~ cu~DU'.'! ST[El Sk.ID BASE ---l CONrno:_ Pi\J\E~ SJ~'?U;-:. ---- ··· ~ifi~Ln1,~n:~;~~§TTTI~i111,lll§Tf~lmJ1t·'· ~-_____. 4"XS' {6' CONCRETE PAC BOOSTER PUMP UNDISTURBEO SOIL, TYPJC,~L ,o--~ POURED-IN-PLACE CONCRETE THRUST BLOCK NCT, DESIR[D WEOGE SHAPE W/ WIDE 3ASE AGAINST WAI.L OF TRENCH • NOTE; SIZE OF THRUST BlOCKS TO RE PER PIP( MFG'$. R[COMMENOATIONS 'RICG-TITE OR ~LUEBELL c[PE, TYPICAL ~ .... lllccc~="' THRUST BLOCKS EXT[l•:SlllN EXTENS.r□N PlA GRAVEL FLOW ·SENSOR INSTALLATION NOTE: INSTALL A MIN. OF 6" ABOVE THE HJGIIEST OUTLET CHAM~IDN 1~66 BRA.SS MANUAL CO~TROL V/,LVE fJ/ ANTI-Sl:'HUN VACUUM GREAKt:R IN THE SfiTEM. 1: -- 6RASS RISER, TVP[CAL f iNISH GRADE III(ASS f'.LBl)W, TY': C1\l. 40 ~ALE AD/1PTER, ...... ., PVC S:.J-1 40 ~l-'t OR 1-.L .. n :lHf:SS.JRE HAI NL iri; ,..._, ....... _ _, .__....._:is L0,,FR/11 \[ Ill ',f',INKLCPS MANlJAL CONTROL VAL VE NOTE: ALL VALVE BOX LIDS TO BE PURPLE r-----LINE Sl!o GATE VALVE, TYPICAL r-----o CHRISTY JG''-LONG_ FIBRELYTE UTILITY CC! OR APPIWV~D EQUAL 1·1!1H 1..UCK!N'.a C~\'ER, ----HflTTS. !223 ?RE:$$:JRE :1.£GUL TClP.. :"111 i'IPPKOVCC F.CU1\L 1----HAYWARD //72 BAS:<ET s·1~A;NfY wnH 60 MESH SCREEN. FINJS:i GRJ\D[ ,-++----o PV,: SCH 8J BRICK STMtLIZ(R, TYP"ICAL ••-----+ 16.0 L8. PRESSURE GAUGE, TAPPED IN BRASS N:PPLE l·\ALI: A[\;PTER P;O.C. RECLAIMED WATER NOT-EI I ALL PRESSURE MAIN LIN[ 'JNDER / PAVEMENT SHALL BE BURIED lJ / A 36" l',[N. DEPT 1~-~rf'.,t. / - I = >---~ ;E w :;:, "' ---i "' • SATURATE r.N~ COMPACT 3ACKFILL TO 90% TRENCHING NCTC NOTE: ALL VALVE BOX LIDS TO BE PURPLE (11.11. US£ $(JI 40 PVC fOR All PIPE ANO F:TTIHGS FOR 1/,QYt 51!.::'.S: l-1/2" AxO BtLU\I. USE CLASS 3!S i:ivc PIPE AHO SC!-1 .d.0 PYC F!TI!HG.S FOil. YAlV( SH(S 2" AfID LARG£R. ,'1-\ATcK ~ PLASTIC f-·~·-, AL Ve SOX ( OR E,UM,) ',!TH LOCKING COVER. MASTER CONTROL VAL VE NOTE: ALL VALVE BOX LIDS TO BE PURPLE -6-Rftft' f1LASl1C 1:LlilJ.Lt,i;, 1//l.i. 'J( 'JOX, ;1,f,I/\ 1 U' ()!.' i.UV FJN[:::H GRf\Ui: QJlCK CQUJL[R VALVl., ~LL i'i.1,:, AND LE3rnc BRASS NIP?l.t, l.ENGT'l AS R[QU!ln.L: SR:CK STNll! 17[1!, !Y'·'!(J,! CR.AS$ N!PFl, 6" Mli!. •~:t.<. ?\IC SC!· 4Q Ill (Ji!. t. :_ I --)\j( ~:.\ 1 ti I I 'I· m:1,·il·. ,'".,', 'ii·(): 3G'' Ml/\, l F'!Cl:I p.', 1:·:1·1.1u STA13ILUI:.~. flTT/'l.CH ~// ·;r;'(,- STAI/\LESS Sl EEL b/\.'-DS QUICK COUPLER VAL VE ALL DETAILS cc; G.L MOTSHAGEN ASSOCIATES 1996 ' -, ~ , ... ~=•··-------·----·-·-· - ,r•y ,--~-·~-.. ---·-·--· ,,, ___ ... ... ----~ >----" -~'"-•' ... ~ ~,.,_ _ ,, __ , ----. .,,_ """ ------------,, _____ ---·-·· -~-----------.... -------·--··· -· . """"·-•~-~ -------- ~ATf INITIAl • ~l~U,. or WOfllp; REVISION DESCRIPTION ' _,. __ S,<T NO STREET PAVING z. '° c") CLEAN BACKFILL AS REQU!RLD, REfcR TO ENGI~EER FOR SPECIFIC MATE;:ALS ANC COMPACTION REQUIREMENTS _ WO (2) TAPt:S REQYIRED FOR REGLAIMED WATER · · CLEAN GRANITE SAND -~~"---.....+---~ LO, VOL TAGc CONTR:JL f-'.Rc -,//'--,-,/''---,CC,--::e,,-==-~~ SLEEVE "' ~ u-JL--l-'--3="1 -~~---. PRESSURE MA:~ LIN[ W/SL :EVE 5" NOTE: • A-L SLE'VES TO 3[ PVC SCH.4C • AcL SLEEVES TO RU'i A MIN, (I' JS" -"EYOND 1'.~VJNG EDGI PIPE/WIRE SLEEVING INSTALL PER C.M.W.D STD. DWG. W-20 WATTS 177$ LINE srz, WYE $RAINER W/ Loc,s:: 2 EIALL VAl..\'ES 1 R~l"lR Tl) f!LA/'>' c2R nr· AND SIZE ~r EQUIPMENT. KcY HOS[ BIBB. I -~---r1rn1..,cu; f-'l!CS'.::.UIH::: '.l1\C'\ILDW JlYILl 1-.11 r---=-----BRASS JN.ON , ,' , 1 1 . GaAI\ [CL. TY Pie., ->P,__,n,/ ,) \',..-y~•"--'i I )I-'~) --/ -B!U',SS NJJ':ilE, PPlCAL ~ ;S c-< ~ 1111::111,-111·,=1111 . l111i1 . 1111 :11 I ;!Iii ~~"U---'---•·111 . ,/\t FINISH GRID[ 1 CU. FL CCNCRf:TF, THRUST ['!LO.>:S, HP!C!,I. WR.11.P PIPES h'IT --l l.J MIL. TAPF SATUR.1\H ,t,'· COMPACT Sl8-Gf\/\DE TO 90i nro1 T:) f'DUR. BACKFLOW PREVENTOR NOTE: VALVES UP TO 2" DIA, SHALL HAVE tlALLABLE IRON TEE HANDLES, VALVES LARGER THAN 2" SHALL HAVE SQUARE OPERATING NUTS. ~ NOTE: ALL VALVE BOX LIDS TO BE PURPLE APPROVED_ GREEPI PLASTIC, ROUND VALVE BOX, W/ LOCK[NG COVER. f'\I\RK 'c.v,' W/ 2" WHITE LETTERS FiNISH GRADE LINE SIZE ~ ' ::., ""J ICIC -i111::;::m:i • WATTS # PVB TPVB-D ---- DAU: . ij]T ffijj :11: 1--++-_I __ ~~~ PVC. SCH, 30 BALL VALVE NIPPLI': __ ,, ______________ PVC. ADAPTER l CU, FT. PEIi GRAVEL 2 x 4 REDWOOD BLK 'G, OR BRICK APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. A IVY -LANDSCAPE ARCJUTECTS . INC. 757 W. Ivy Str-eet . San Diego. California 92101 (619) 235-5360 " CITY OF CARLSBAD ~---m:J 4 PLANNING DEPARTMENT ~ 51- IRRIGATION PLANS FOR: , ... _ CARLSBAD TRACT 84-32 COBBLESTONE SEA VILLAGE UNITS I & II -. -- '4 F' F'"IOVE O ~!t_J., I-Jf-7/ -ASSISTANT PLANNING DIRECTOR DATE OWNIIY ~ "IIOJECT. HO OR-ING,-,_ INITIAL. CHICO IIY~-C.T. 84-32 345-9 F'IELO IIIC, CrfY APPfl0YAL I L I C.M.w.□. 82-302 IRRIGATION DETAILS & NOTES 3. 4. 5. ,,_~~-12" ·HIGH-POP SPRAY HEAD, REFER TO LEGEND FOR SPECIFICATIONS. ALL SPRAY HEAOS TO BE PLACED ~,i CLEAR OF ALL IIARDSCAPE EDGES. ;~.;-~:'.•' MARLEX STREET ELL IIIJ PCV LATERAL LINE, SHE AS NOTED OLSON 'E-Z TUBE' FLEXIBLE PVC P!PE, 12" MIN, LENGTH 1------PVC SCH 40 SxSxT TEE '<-----"---~ OLSON 'E-Z ELL' S',lNG JOINT, TYPICAL 12 II HIGH-POP HEAD ,..._ __ , ___ POP-UP .SPRAY HEAD, REFER TO LEGEND FOR SPECIFICATIONS F!N!S11 GRADE NOTE: ALL SPRAY IIEADS TO GE PLACED 4" CLEAR OF ALL HARD SCAPE SURF,\CES, MARLEX STREET ELLS, TYPICAL 1/2" PVC SCH 80 NIPPLE, 6" MIN. LENGTH· PVC SCH 40 SxSx T TEE OR ELL PVC LATERAL LINE, SIZE --__:~j/');:::;--t-..---1--AS NOTED ON PLAN POP-UP TURF HEAD IRRIGATION NOTES ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AhiD REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED !NT □ AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR, THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANb ARE APPROXIMATE ONLY, ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER OR LANDSCAPE ARCHITECT, THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FEATURES TO REMAIN ON AND ADJACENT TO THE PROJECT SITE DURING CONSTRUCTION, CONTRACTOR SHALL REF'AIR, AT HIS OWN EXF'ENSE, ALL DAMAGE RESULTING FROM HIS OPERATIONS OR NEGLIGENCE. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING AND/OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TD PERFORM THE WORk. INDICATED HEREIN BEFORE BEGINNING WORk, CONTRACTOR SHALL ARRANGE FOR PAYMENT OF ANY PERMIT FEES, AND RELATED EXPENSES, WITH THE OWNER'S AUTHORIZED REPRESENTATIVE. THIS DESIGN rs DIAGRAMMATIC. FOR DESIGN CLARIFICATION ONLY AREAS AS NECESSARY. ALL EQUIPMENT SHOWN IN PAVED AREAS IS AND IS TO BE INSTALLED WITHIN PLANTING DD NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNERS AUTHORIZED REPRESENTATIVES PRIOR TO ANY WORK DR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FDR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS AND SF'ECIF!CATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL LOCAL CITY AND COUNTY REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS, AND RUBBISH INCIDENTAL TD WORK OF THIS SECTION. --~2" IIIGH-POt' SPR/\Y HEAD, R:Frn 10 LEGEND FOR SPECIFl:AT!ONS V POP-UP ON SLOPE BASE ~ SEE NOTE 25 ON SHEET# 2 e------------·--~ S:!RUG ~DAPER W/ ~ · SPRAY ,~OZZLE, fl SEE LEGEHJ FOR w, Sl'EClfICMIONS µ.. • ......._-..,, "' ~·-12'" PVC SCH. 60 NIPPLE \ca---.-->' ✓""'---··-··-·• K8I !N-UNE --I= -lJ!ISS .111 •• W[ =111iiil. =-.--: .,,.-UV'i-PVC CHcCK VALVE STAINLESS STEEL STRA?S (2 REQ'C.) ---~ W/ #4 REBAR STABILIZER, 30" MIN. L ENGTf. MARLEX STREET ELLS., TYPICAL 1/2" PVC SCH so·NIPPLE, G" MIN. LENGTK, TYPICAL __ .Sfl;JllQIE ... 2.5 ON SIEET # e r FlHlSH GR/\OE . . POP-UP ROTOR HEAD, _J__ . SEE LESEND FOR SPECIFICATIONS ~Ll!F=i , ... \:, .. ~~•;: • NOTE' ALL HEAOS TO BE 1,111,..I UI.-.._,, ,~'1'!!!'1111,"' HPT A MIN. OF 4" FRON 1111/llli/iIT . ITII--II • AN~ HARJSCAPE SUReC.CE 1111§1. l!I §' lli!I ,,,__..., 3/4" VARLEX STREET ELL.S, FPIC/,L 3/4" PVC SCH 80 NIPPLE, 6" Ml.~. LENGYH ___ .., PVC SCH 40 TEE S x S , I PVC LATERAL LINE POP-UP ROTOR HEAD --~---- REMOVABLE PVC C~P, SAWCJ-TOP TO ALL01, FOR SURFACE FLOODING 0 ~illl§I FINISH GRODE ~---+f.lW ~~·=ti!~---• BUBBLER HEAD, SEE LEGEND 111/1 HJi+ • 1/2" PVC SCH 80 NIPPLE, ~!Ill LE.~GTII AS REQ~ IRED Ill! I I~-"'"---PVC SCH 40 ELL ,.-,,-, ':l::;':=~,;~--PVC LAERAL I, JNE. DEPTH .._ AS SPECIFIED __ _..., 4" PERFORATED ABS JRAINLINE o DEPTH TO TO BOTTOM OF :.· '~.. PLANT icOOTBALI. ~ -----• CLEAN PEA GRME_ TO BOTTOM OF PIPE DEEP ROOT IRRIGATION WELL _[ FINISH GRADE1/: POP-UP ROTOR HEAD .... SE.'t L. EGEND FOR SPEC! FICAT!ONS • NOTE: ·ALL HEADS ,rn .BE gjnn~m~~~~mi~ · K°EP-T A,l,IIN·, OF 4_M F~OM e:a.,IU§!/TI~ ,~/Ill · ;. -.':·.':Q,(. . '"Y .. HAR.,. O"C·Ar6 c.URFACE 1111~1 .l Ill /!II/;;; , o ·::" ~• , • 0 111\ise Ill :,,;lJllgllll ""1111511111 II// /lf !!/1tss -' 3/4" MARLEX STREET El[;S, TYP[CAL 111/~I/I Col 3i4" PVC .S.CH 80 NIPPLE,. 11111 6" MIN. LENGTH .,_ __ ,. PVC SCH 40 TEE S x S x T PVI: LATERAL LINE BROWNL!Nt UVR-P_1/C COUPllNG OR CHECK VALVE AS;REQ'D. HIGH-POP-UP ROTOR HEAD SYMOC>I, PI.PINC SOIEDUW 1,0:~ Rl!UAIMI:D SYS"l'l!MS -----BROimLINE ALDlTI.+INE PVC CTA5S 315 ['RES.c;rJRE MAIN LINE FOR. PIPE 2" AND T/'.RGffi DEPlll 18" ----~ ALERTI_.lNE PVC s.o:I. •W rnESSCrnB HAJN LINE FOR PIPE 1½" J\ND SM!\TJ,ffi DI::PI1I 18" ~ AUmLINE PVC CU>SS 200 = PsESSURE ,,.= (1/2" m re ociuoi =m ,,.. PIPING samnJLE: PCE. IU-IES'ITC S"Y~'"I'EMS ............. -AS APPROVED PVC CTASS 315 ~ .M7\IN' LrNE FCE 'PIJ?E: 12" AND ~ ---AS MPR0JED JNC SOL 40 ~ NA.IN LIN& fCR PIP£ 1 f' ANO SMALLER AS APFRCNED WC CTAsS 200 ~ PREssrnm U\Tl!lml. LINE (1/7,." '10 llli SCH.40) rx : DEN1l'ES VM.W. Sl'II.Tio-1 WMPl'lt --+-'C;T__:_+-'~= = Fm MIN[JTP. rnwo OF.N:.1.1.ES VALVE SiiE C2c : = = Fm MinJTE ~ v---__..DFl'Ul'ES \IM.VE SIZF. PIPING SCHEDULE DEI"t'fl 18it DJT'TH HI" f)f.'.l-"111 12" STREAM ROTOR SHRUB HEAD,REFER TO LEGEND FOP. SPECIFICATIONS STAINLESS STEEL 'J.1.1. '.)?L<.lNK\.l\t Tit W!Tc PROTECTIVE V!N'I TUGING MODEL # STl 2 BROWNLINE UVR-PVC CCUPL)\G OR CHECK VALVE AS REQ'D. er-~-----6" PVC SCH. 60 l'IIPPLE MI\RLEX STREET ELLS' TYP [ en. 1/2" PVC SCH so·NIPPLE. 6" MIN. LENGTH P.VC SCH 40 Sxs.x T TEE OR Ell. i ~ PVC LATERAL UNE, SIZE /15 NQTF,D ·oN PLP.M ~l,-_.jl-,... UB HEAD , SCH_ 40 PVC SLEEVE SIZES USING ; SOL VENT WELD BELL AND SCH. 40 FITTINGS A K~T FITTINGS S KE;TED PIPE _.,,__-1--~-"'-•--...+--'ll' __ -l-~-"- lil" PIPE SLEEVING SCHEDULE UNDER VEHICLE PAVING USE PVC SCH 80 SLEEVE WITH 36" COVER FOR MAIN LINES, LATERALS AND WIRING IRRIGATION LEGEND UNDER PEDESTRIAN PAVING USE SCH. 40 SLEEVE WITH 18" COVER FOR MAIN LINES, UNDER PEDESTRIAN P/1.VING USE SCH. 40 SLEEVE WITH 12" COVER FOR LATERAL LINES THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE ON THE SITE PRIOR TO THE START OF INSTALLATION. THE ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTOR AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNERS AJTHOR!ZED REPRESENTATIVE AND/OR THE LANDSCAPE ARCHITECT. ACTUAL LOCATION OF BACKFLOW PREVENTER$ TO BE VARIFIED BY C.M.W.D. 117 VOLT ELECTRICAL POWER SOURCE TO BE PROVIDED BY OTHERS TO THE LOCATION FOR THE AUTOMATIC CONTROLLER. IRRIGATION CONTRACTOR TO BE RESPONSIBLE FOR FINAL CONNECTION TO EQUIPMENT. ALL LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALL BE SOLID COPPER UF #14 DIRECT BURIAL TYPE. USE BLACK INSULATED WIRE FOR PILOT AND WHITE FOR COMMON. INSTALL IN A COMMON TRENCH WITH PRESSURE MAINLINE PIPING WHERE POSSIBLE. BUNDLE AND TAPE TO PIPE AT 10 FOOT INTERVALS. PROVIDE AN EXTRA PILOT WIRE TO THE END OF THE PIPE RUN IN TWO DIRECTIONS FROM THE CONTROLLER. COIL THE LAST 2 FEET OF THE WIRE AND LEAVE IN VALVE BOX. PROVIDE A MINIMUM OF 18" OF COVER OVER ALL PRESSURE MAINLINE PIPE AND 12" MINIMUM OF COVER OVER ALL NON-PRESSURE LATERAL LINE, TRENCH BACKFILL SHALL BE FREE OF ANY MATERIAL THAT MAY DAMAGE IRRIGATION PIPE OR EQUIPMENT. IN THE EVENT OF BACKFILL SETTLEMENT, CONTRACTOR SHALL PERFORM REQUIRED REPAIRS AT HIS OWN EXPENSE. ALL PIPE UNDER PAVED AREAS IS TO BE INSTALLED IN A PVC SCHED. 80 SLEEVE WITH 36" MINIMUM OF COVER. SLEEVE LOCATIONS TO BE AS SHOWN ON PLANS AND INSTALLED PER DETAIL, ALL QUICK COUPLER VALVES ARE TO BE INSTALLED IN SHRUB OR GROUNDCOVER AREAS WHENEVER POSSIBLE AND WITHIN 18'' OF THE HARDSCAPE. ALL QUICK COUPLER VALVES LOCATED IN TURF AREAS SHALL BE INSTALLED lN AN B" DIAMETER PURPLE F'LAST IC VALVE BOX. ALL THREADED PIPE CONNECTIONS MADE TO SLIP-JOINT PVC F'IF·E SHALL BE MADE WITH A PVC THREADED COUPLING, ALL THREADED ADAPTERS AND COUPLINGS ARE TO BE 'DURA' DEEP SOCKET TYPE. CONTRACTOR TO INSTALL AN APFROVED ANTI-DRAINAGE DEVICE FOR ALL LOW HEADS, TO PREVENT LOW HEAD DRAINAGE AND POSSIBLE SOIL EROSION. ALL HEADS WITHIN 10 FEET OF PEDESTRIAN ACTIVITY SHALL BE POP UPS ALL SPRAY HEADS ADJACENT TO SIDEWALKS, CURBS, DRIVEWAYS, OR OTHER HARDSCAPE SURFACES SHALL BE INSTALLED ON AN AF·PROPRIATE POP-UP BODY AS SPECIFIED ON THE LEGEND AND SET FLUSH WITH THE FINISH GRADE. CITY OF CARLSBAD WILL REQUIRE CONTRACTOR "AS BUILT" INFORMATION TO BE ADDED TO CITY MYLARS BY THE PREPARER OF CITY DRAWINGS AND WIRING INSTALL ALL SPRAY HEADS WITH NOZZLES OF THE APPROPRIATE DEGREE OF RADIUS FOR THE AREA TO BE COVERED. ADJUST ALL NOZZLES TD ELIMINATE SPRAYING WATER ON BUILDINGS AND HARDSCAPE. ADJUST ALL VALVE FLOW CONTROLS TO PROVIDE OPTIMUM PERFORMANCE. PRIOR TO BACKFILLING IRRIGATION TRENCHES: • ALL MAINLINES 1N THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT 125 PSI FDR A PERIOD OF FOUR HOURS, ANY LEAKS FOUND SHALL BE CORRECTED BY REMOVING THE LEAKING PIPE OR FITTINGS AND INSTALLING NEW MATERIAL IN ITS PLACE, • THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO BE COVERED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE BUILDER'S/OWNER'S AUTHORIZED REPRESENTATIVE.AND THE CITY OF CARLSBAD. WHEN THE SF'RINf<LER SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE PRESENCE OF THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL PERFORM A COVERAGE TEST TO ENSURE IT IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND F·ERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE AT HIS OWN COST. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FDR THE COORDINATION OF ON-SITE INSPECTIONS WITH G. L. MOTSHAGEN & ASSOCIATES [619) 744-0411 I\ND THE CITY OF C%RLSBAD TO BE SCHEDULED AT THE FOLLOWING STAGES OF INSTALLATION: • INITIAL F'RE-JOB MEETING WITH THE OWNER AND LANDSCAPE ARCHITECT. • SLEEVE INSTI\LLATION • F'RESSURE TEST OF IRRIGATION MAINLINE PRIOR TO BACKFILL OF TRENCHES. • COVERAGE TEST OF SPRINf:LER SYSTEM PRIOR TO F·LANT INSTALLATION. • FINAL WAU(-THRIJUGH OF THE PROJECT WITH AL.L PARTIES CONCERNED FOR VERIFICATION OF JOB COMPLETION AND EXECUTION OF WORK PER THE PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE TO THE OWNER, UPON THE COMPLETION OF THE JOB. A SET OF REPRODUCIBLE 'AS BUILT' DRAWINGS, WHICH SHALL BE VERIFIED FOR ACCURACY AT THE TIME OF THE FINAL JOB WALK-THROUGH. A REDUCED IRRIGATION PLAN INDICATING ALL SYSTEMS AND THEIR APPROF'RIATE SEQUENCED VALVES SHALL BE LAMINATED IN MYLAR AND MOUNTEL ON THE INSIDE COVER OF THE IRRIGATION CONTROLLERS, THE !r-(RIGATION SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF DNE (1) YEAR. ANY DEFECTIVE EQUIPMENT, MATERIALS OR POOR WORKMANSHIP SHALL BE REPLACED OR CORRECTED BY THE IRRIGATION CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. IILL DETAILS © G.L MOTSHAGEN ASSOCIATES 1996 SYMEOI, ~t.lRm. ~IP'l"JON r-t:l'..lfl:. MM:lER V,:JTJ, HAf.F c,rn.. 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F,II,Q 10, 7,4 SHRUB RO'KR P.U. rGI-ADV-F,H,Q 11,8,5 SURI.ID RO'K'lR PGS--l\DV-12, 11,Q 8, 5, 2 SHRUB~ HENJ rGS-PiDV-F,H,Q 9,6,J SHRUB ROKR l!E1\0 f'CS .. J\DV .. F, H, Q 1 0, 7, -4 ' 1 . 40 . 10 J> 2,001.40 .70 35 2.00 1 .40 . 70 35 2.00 1.40 .70 35 15' .25 J~ 3.70 1.60 .80 40 4.90 2.40 7.00 40 JO' 6.00 3.00 1.40 -4.0 b' 8.00 3.70 1.80 40 10' 3. 70 , .60 .so .11,, :c-,' 4.90 2.40 1.00 -4,, .10' 6.00 3.00 1.40 40 35' 8.00 3.70 1.80 40 -40' 4.90 2.40 1.00 MJ :lll' 6.00 3.00 1.40 40 35' S!~IJU ,1-0J()I~ lll::11.,1) f-Q;-,}l.[)V-P,n,Q 11,0,5 a.oo 3.70 1.80 40 40' !:,'1.!B-SURFN..::E IOJALlNl!: :J .EQ -16-4-18-PIPE SP!',(H) AT 18"O.C-DEPm 6" Am VENI'/VACUrn RELEASE APVBK-1 ( lNSl'ALL 1\1' HIGH FOIN'J' OF F.A.Cl-1 SYSTEM) FUJSH/BALL VALVE mi'-75 (INSI'l\l,l., A't ~ OF M.J., SVS'I'FMS) ~a< a:::rJPI.rn. VALVE ff 7644 wrm RH:LAIMED wn-rm CT\l> • C!ll\MPION >NTI SYI'>W VALVE # -466 SIZE Pm PLAN (IN!:i-"'TALL l:'l!R AlJ.. CCOE'.S) 0 CHl\MPTON M1\NIJ7'\.L o:NI'ROL V,1LVF. # 200 SJ.?.E Pm PLAN 0 QW!f'JOO /\~-BAC:Kf"I.CW PReV~ # :?.(,2 SJZF. PFl"-t PL'\N (INSTJ\LL P.l!R p.J_J_, o:Of.:) CR.I~ WSI'ER VA1..VJt. II 2250-211 QUSWJLI) RJ:»7rB ~ VAJ,VF. # rM-PRV SIBTES SIZE Pm Pl.AN QUSM)W tmF OON!ROL VALVE fl-DN-PRV SERIES srrn Prn PLAN @ wta.'I"I'S PRFSSURE ITT.QJT~~ ff 223-2" @) W,\Tl'"S ~ Pfil..Vl-l_n•fN H 00901' ~ rnFR.c;(JRE T'lPE @ Il;l\~l) w.sKITT Sl'W\INF.R. # 72-211 ® CAf.S£:loa PIL'W SlllSOR # FM--1 • 50 D CAISENSE AimH!-.TIC CCNIRDLLER l!."r-1 JN ~ rox HK!TJ.N.IRE wrTn RAIN WARD BJ P.o.c. ru£illll1a) WATffi Mm"m flli'm w. I'flOVIl)PJ) BY BUIIDER ■ P.O.C. N:MI:STJ:C W7\Trn MP.I~ FR(J"1 Rl'SIDENrL'\L Wl' FOO. PRIV1\'T'P. SI.DPF-'-> \EJ P.O.C. RFD.AIMED WATIB ME'I'ffi 1 !11 fffi F.ill>J::7\TJOO crNt'f'R ... . ~ DAT • ?i Op CAl.lfO'<' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 61 1>.o.c. mnNMID Wl\Tm ME'I'rn 1" ,m IIFDIIINS "IVY -LANDSCAPE: AllCIDTECTS . INC. [B CONSTANTFLOW BOOSTER PUMP -CONTACT SO. CAL PUMP SALES (714) 966-1095 ... ,. 757 W. lvy Street . Saa Di"l!{J, Califomiil 92101 , .·· (619) 235-5360 .. '//Z'1/9 7 ' .~.':. £ .Eot: L..,,::::.;seJJo. ID·l-2·'!1 1$ L!TI CITY OF CARLSBAD m -. ··•·---. ~· w -~-·---· .. ·-··-··· ··-----_:j--.. -.... -5 PLANNING DEPARTMENT . . --·· -----·- ' IRRIGATION PLANS FOR: ' . -_ _, .. , -·· . ·-CARLSBAD TRACT 84-32 ______ ..,.. ---···--~-~ ··--·-·· ---•ffl' ' COBBLESTONE SEA VILLAGE UNITS I & II --. -~ - ~--··--·--···----· AP P"O"E D ✓,,5~/t§ (-31-77 -ASSISTANT PLANNING DIRECTOR DATE ·-I J OWN !IY 6,;:;: ""0Jf.CT. NO DR•tNG NO. :-:.aq: L t"ftT 1A( ... , OAU" INITIAl CHKO !IY· . C.T. 84-32 345-9 REVISION DESCRIPTION F"!ELO !IK, t ,-.e,,HU Ill or W-01111'. HO (ITY ,t,PPAOVAt. C.M.w.□. 82-302 IRRIGATION DETAILS & NOTES TRASH RECEPTACLE SEE TYP. DE TRASH RECEPTACLE #S-TR·D-S18-LSB-ST-BLACK, INSTALL PER MANUFACTURER'S SPECIFICATIONS. TRASH RECEPTACLE BY: DURA ART STONE, P.O. BOX 666, FONTANA, · CALIFORNIA 92334 PHONE: (714) 350-9000 12 RECREATIONAL VEHICLE PARKING STALLS. EACH STALL 12' .30' WITH 40' _________ _ I BACKUP. i IJ .J I ;,.,- 6'0" HIGH TUBE STEEL FENCE (Pfll~EO AND PAINTED BLACK). I I / 1 " I ~- KEY t.1_A.f 1WO 6'0" HIGH BY 1 o·o· WIDE TUBE STEEL SECURITY GATES (PRIMERED AND~'-------------, ........ -¥ PAINTED BLACK). 4 2 (I ' ---------- TYPICAL'>_.. . / . ,/ \ NORTH 0 10 20 40 / SCALE 1 " ~ 20' »---:--------:-:-3'.0"..HlGH BLACK VINYL COATE.D CHAIN LINK FENCE ' . .,_,:-;,,. \ \ \ \ \ \\ PICNIC TABLE CONCRETE TABLE# S-8PT-4-B-S18-LSB, INSTALL R SPECIFICATIONS. TABLE BY: DURA ART STONE, P.O. BOX 666 PHONE: (714) 350-9000 SVVAI !-l)flt.\lN,"i.GF ?% TY BENCH SEE TYP. DETAIL CONCRETE BENCH# S-6A-B-S18-LSB, INSTALL PER MANUFACTURER'S SPECIFICATIONS. BENCH BY: DURA ART STONE, P.O. BOX 666, FONTANA, CALIFORNIA 92334 PHONE: (714) 350-9000 NOTE; REFER ro CIVIL ENGINEERS GRADING EROSION COl',fffiOL PLANS FOR GRADING AND DRAINAGE. PAD VATIONS, SLOPE HEIGHTS, AND DA Yll LINES. CONCRETE HAL"F COURT BASKETBALL (MINIMUM 42' X 50') 4,,.~~£--"1,\~-~!lo,,.----------~__: LINES TO BE PAINTED BLUE ENAMEL, BASKETBALL COURT STENCIL KIT# ' . . . 1-----~~ .Jfil2'.~ ~~-~~ I I ' / I TYPICAL 01209-000, INSTALL PER MANUFACTURER'S SPECIFICATIONS. BASKETBALL POLE, BACKBOARD, GOAL AND CHAIN NET# 0017434, INSTALL PER MANUFACTURER'S SPECIFICATIONS. BASKETBALL COURT EQUIPMENT BY: PORTER ATHLETIC EQUIPMENT COMPANY, "2500 SOUTH 25TH AVENUE, P:O. BOX 2500. BROADVIEW, ILLINOIS 60153 PHONE: (708) 338-2000 .BHEET l>£LET£.D j E;EE FJG J,J ~HEET -H 3 7 FOi{ !'I.ANTING I.ECcND, I IYIJl{(iSFl'll MIX, lll,T/\11.S ,\NU NOTES SEE SI IEET SEE SHEET c FOR SURROUNDI\IG /\RF/\ PL/\NTING fu IVY · LANDSCAPE ARCIDTECTS -INC. 757 W. Ivy Street · San Diego. California 9210 I (619) 235-5360 o,~"9;~9.~~~?~ C:9,z::::9;;-_,:;:,7:-::s-:_L-/J:-:-7/nsJi:!1G"'e.i".rPP<,c;;:=;;:;,-c;:;;,a;;-l),88J':E;a,;;-:;;NE;;::N~6/-fWS;:::C;;;:r'F";;..,.;..3..,}'_-_-_---l~(:}:-:.'/C:::'l-;;-'l;::;1~1.e,;;--f'=~~:-::::c=,=r=Y==o==F==c=A=R=L=S=B=A=o=;-;,=7=·~=(=E=T5=1:i '--'½C · PLANNING DEPARTMENT ·-.r.,, w ., ~ r ~---1 o ~ ~--<:...-......, .. -~--------------------~----1 ¥-, ·':?~JA~~if ¥ _ ---~--------------------~---------; ~~ • DA'F , .::,,.~ s;;!,r -"',-·-f__ o, C ;.-c\\:_o/ --~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING C.M.W.D. 82-302 HARDSCA,-..,.,.,QNSTRUCTION PLAN FOR: CARLSB TRACT 84-32 II C.T. 84-32 HARDSCAPE PLAN J --···· FITNESS CLUSTER (29' X 29') 7 STATION FITNESS CLUSTER# 100066, INSTALL PER MANUFACTURER'S SPECIFICATIONS. FITNESS EQUIPMENT BY: LANDSCAPE STRUCTURES INC., 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328 PHONE: (612) 972-3391 ,,,,..u, ....... Sl2EGIFICATIO~IS, BEt~OI I B>a<. BUR-4 ART STOtdE, P.O. 00~( 666, FO~f'FArJA, GALIFOR~JIA · (711 l 21;0 0000 PICNIC TABLE CONCRETE TABLE# S-8PT·4-B-S18-LSB, INSTALL PER MANUFACTURER'S SPECIFICATIONS. TABLE BY: DURA ART STONE, P.O. BOX 666, FONTANA, CALIFORNIA 92334 PHONE: (714) 350-9000 TRASH RECEPTACLE TRASH RECEPTACLE IS TR D S18 LSB ST BLASI(, INSTALL PER· MOD~L NO. rR.-DZ ROIJt,JD 1,,111"1! !.TA/o.JDAJ;!.D ALUMl"-'YM LI o MANUFACTURER'S SPECIFICATIONS. (NATURAL.) Rf;tl<-PPCAL C.Ol.OR.. 6/.!AL-1-BE. NA TURJSL G.RAY WIT 1-1 Mf:.DIUl1 ~J../DBLAfif FJNl&H, OP.. APP"'-OVE.D £/l(.,1/VALt,IJf. TRASH RECEPTACLE BY: DURA ART STONE, P.O. BOX 666, FONTANA, CALIFORNIA 92334 PHONE: (714) 350-9000 BENe.H Vil TOR. !:>7"A/JLEY, 11.J e-. 8£'.NOI. f-1O0CL-.. J.J() 1<.e.-2e COLOR. TO 13E SE.i..ECTEP BY LAIJD$t.AP£ ARC.Hl1£e-T / oc,.,i),Ji;::R. (800~ .3"8-257~. OR. APP1>0Veo £6/LlA.1-. ~~fli'nJEe,5,t:t'"""""" ~ D~ 1'rf ~~-4 Nqe · V-M c,vm t¼F-5 Rr- i',iiit~~-ei A-iD Pl~N IC.,~ f!<f- F~ ~l'!f¥'1-Fl:r~-~~ ~ w t$ ~ 0i W>l.l'-vyalf. I~ t,!,I + \71 11 1 ~-_I_'._-, --.J,-~--l,l<--~--,j"-~~....__e_:_...~,-'-----;~ NOTE, REFER TO CIVIL ENGINEERS GRADING AND EROSION CONTROL PLANS !DR TYPICAL LOT GRADING AND DRAINAGE PAD ELEV A TIONS SLOPE l'HilQ_HfS, AND DAYLIGHT LINES • I / I / I /. ~ • . . I I ' . /. / . ~-= /, . -Z~ .-.f' ,/ /// ~· / _,.. / .✓/ ,,, ,,_._. / ".• I , I I I ' . / / ' / ' ! ' '~ / ; / ' / .' I ,I I ! ' / / / ! ' I c' i ' ' I , ·AlfiJ i ,' . ' I I ! I I I '' I • I : / I I I • : I , ! 123 p= '707,.9 ~ lf'\ -/ ~. / ~;/_ef - .!..~L.~--7·_....:.r:----=-- .' ,:_:/ i ,i_ I/.',' .1}J .. P:.''310'!?, ,' 124 KEY MAP ~ Z'f-97: i,.L.,i f£p,.,-MAT,ii.R{A<,-~ t',C.~i:£/)(,{L~ A I • : I I I ! : ' I I ' I ' I :),UI!; lllilTIAI.. ' ~ l-- ,- APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ENG,.,,.H.'"1 Oi:' wo~"I REVISION OESCRIPTION -. \ " ',, ' J , \ I ' \ /0,,-,-"!7' U? ! ' I • ' I i i I I I I I • I i I I I ' I S"l i OA rt: I INlfUU. NO I c1n •Pll'AOVA.l .. ,, ---- I \ \ I i \ ' , ' \ \ \ \ \ \ \ / ----------------- /2 ' P-::: ~I .G ' \ \ \(!; i~·~ \ "" 'I \ (f.\ \ '1 \ :-\. \ \ NORTH a 10 20 . . --------- ' ~ ~ ~ ~ I \ ' 40 's,.EET I CITY OF ~ CAR LS BAD I 17 , i PLANNING DEPARTMENT - HAADSCAPE CONSTRUCTION PLAN FOR: CARLSBAD TRACT 84-32 COBBLESTONE SEA VILLAGE UNITS I &. II I AP P"IQV~~/, (/ 1-5/-97 ASSISTANT-PLANNING DIRECTOR DATE □WIii !V PIIOJf.:CT. NO I 00! AWING NO,. I ' CH~ 0 !!Y· I C.T. 84-32 345-9 L FIELD !!IC C.M.W.D. 82-302 HARDSCAPE PLAN --·-1 _ ~>iOTO GIOOITIC CQf POo &!ION TOT LOT TOT LOT #114748 (2 TO 5 YR. OLD) "SPACE STATION", INSTALL PER MANUFACTURER'S SPECIFICATIONS. (26'-3" DIA. CLR.) TOT LOT EQUIPMENT BY: LANDSCAPE STRUCTURES INC., 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328 PHONE: (612) 972-3391 TRASH EPTACLE TRAS ECEPTACLE #S-TR-D-S18-LSB-ST-BLACK, INSTALL PER MANUFA RER'S SPECIFICATIONS. TRASH RECEP EBY: DURA ART STONE, P.O. BOX 666, FONTANA, CALIFORNIA 92334 ONE: (714) 350-9000 BENCH CONCRETE BENCH# S-6A-B--LSB, INSTALL PER MANUFACTURER'S SPECIFICATIONS. BENCH BY: DURA ART STONE, P.O. BOX 92334 PHONE: (714) 350-9000 FONTANA, CALIFORNIA ....... __ -·-- ----. ----· --'" ---.,._ -. -------- APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING I I I I ' I ~ I ~ I PRECISE LOCATION OF PLANTING AREAS. n~~ ( I 1 .. 11 , .. , fN(.IN(f.f:11 or wo ..... ----------------+-------l-----l---------l REIIISION DESCRIPTION 0A ft INlfl-.1,. CIT'f Al'PJ'O'o'Al 0 C ~ ~ £>HE.ET DELETED, 5EE NJ:Z't,..J E:>HEET ~+o NORTH 10 20 40 SCALE 1 " ~ 20' HARDSCAP ONSTRUCTION PLAN FOR: CARLSB TRACT 84-32 COBBLESTONE SEA ASSISTANT PLANNING DIRECTOR D*N !IY ___ 1 CHI< D IIT-l'IE LO SK.--- PIIOJ[CT. NO C.T. 84-32 c.M.W.□. 82"302 HARDSCAPE PLAN ' I P.A. LEGEND 1 4" f 1' It ·. II u 1. 2 ADJACENT WALK 14" " 1 P.A 17" RADIUS 3. 4. 5. FRECAST CONCRETE TRASH RECEPTACLE MODEL #TR-0-SiB--L,,;,e. -Hf-~i-'- BY DUR.A-ART STONE. PH,1$ (it+) ~6-0·"1~ CONCRETE PAD-FINISH TO MATCH SHINER 12" SMOOTH STEEL DOWEL (2) COMPACTED SUBGRADE lt-l<S>T~L-1"):Z,e,."i,j-1 ~f'rAv~ ~ Mp..f.J Ll ft:,.(;,, Tl.I~ ~ 1-l"'le::-A-TJPl--le> ® TRASH RECEPTACLE NOTTO SCALE ·+ r-----·-- 11 .• I• I-<-------t I _) I I / ,~ A.::..-1~ ~ ~ -8-i?r°-4-B-".:=-le,-.,_-=-e,. e:;,'"i" ~~ ~T "bT~ f'l-, ~ ('114) ~ · """-"'i1...J~i.o.:...-J.. fep... r-1~'-~t,,,£.TLJ~ ~.::...1;:::1~~ 0 PICNIC TABLE 6 1---------11411 !:: 1'-011 ""°10 GIOOI IIC COIIPOIIAIION -.. . "4--c -Q -I' \) -~ 1. 1 3/B" SO. TUBULAR STEEL POSTS@ 8'-0" O.C., SET WI STEEL SLEEVE & POR-ROCK 18" INTO C.M.U. BLOCK WALL. 2. 3/4" SO. TUBULAR STEEL PICKETS@ 6" O.C .. 3 1 318" SO. TUBULAR STEEL TOP & BOTTOM RAIL. 4. ROUNDED SMOOTH GROUT CAP. 5. 6XBX16 C.M.U. BLOCK WALL GROUT SOLID WI #3 REBAR HORIZ. CONT. & #3 VERT.@ 32" O.C. ATL. BOTTOM BENDS. 6. CONCRETE FOOTING W/ #3 REBAR CONT. 7. COMPACTED SUB-GRADE. ALL WELDS TO BE CONTINUOUS BEAD GROUND SMOOTH. ALL METAL TO RECEIVE (1) COAT RUST INHIBITER (2) COATS RUST-0-LEUM PRIMER & (2) COATS ENAMEL PAINT COLOR TO BE SELECTED BY OWNER/LANDSCAPE ARCHITECT. MIN. WALL REINFORCEMENT PER CITY OF S.D. REGIONAL STD. DWG. C-3. 3 STEEL FENCE ~-~ 1"° '=>·<Pt--·f?-~18>-i,5e, fH .:It (7f4-) ~l";:o -"J.:7.:7.9 • 1...1'311>U--s:,pu.-1 PI?--~ TI .:7\-.Je;,, ? -,s .. . .. I ( II I iH -::.)-;- ~ -"' ® 11 ii' 1. 1 3/B" SO. TUBULAR STEEL POSTS@ 8'-0• O.C .. 2. 314" SQ. TUBULAR STEEL PICKETS@ 6" O.C .. 3. 1 318" SQ. TUBULAR STEEL TOP & BOTTOM RAIL 4. 12" DIA. X 24" DEEP CONCRETE FOOTING. 5. COMPACTED SUB-GRADE. NOTE: CONTACTOR TO CONSTRUCT STEEL GATES TO MATCH STEEL FENCING. (2) 10'-0" WIDE BY 6'-0" HIGH SQ. TUBULAR STEEL SECURITY GATES CONSTRUCTED WITH 1 318" SQ. TUBULAR STEEL TOP, BOTTOM & SIDE RAILS W/ 1" SQ TUBULAR STEEL DIAGONAL BRACES (BOTH DIRECTIONS) WI 314" SQ TUBULAR STEEL PICKETS@ 6" 0.G. WI (4) HEAVY DUTY HINGES PER GATE, CENTER CANE POLE AND LOCKING DEVICE. ALL WELDS TO BE CONTINUOUS BEAD GROUND SMQl'IT ALL METAL TO RECEIVE (1) COAT RUST INHIBITE ) COATS RUST-0-LEUM PRIMER & (2) COATS ENAMEL T COLOR TO BE SELECTED BY OWNERILANDSCAP GHITECT. e,y DUfZ,,.. .l>fZ-T -'bT&f-ie. ~F<-t-,1Wllft,C;"L1PSP 6 (I\~. .°'!_"J/ f"'A'11fJO APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. i3 \)'~DSC <:.-" llC "' a:L,<:U,,..IW~ n• 'I I Mn 1,a1, Ut(.1NU,fll Of WOIII~ ' c.[) CD 6" MIN. CONCRETE PAVING -REFER TO CONSTRUCTION PLAN FOR COLOR AND FINISH 2 #3 REBAR AT 18" 0 C, EACH WAY, CENTERED IN SLAB 3. FINISH GRADE 4. COMPACTED SUBGRADE PER SOILS ENGINEER'S REPORT 5 1/4" TOOLED RADIUS NOTES: A. PAVING THICKNESS, BASE PREPARATION ANO RflNFORCING ARE SHOWN FOR BID PURPOSES ONLY VERIFY REQUIREMENTS ore THE SOILS REPORT AND COM Pl Y. B. PROVIDE FINISH SAMPLE PER SPECIFICATIONS. G) CONCRETE PAVING 1 r----------SCALE: 1 1 /2"• 1 '-0" 1/8" r~~J f"O. 0 0 o-;+o o(f ~ T A. CONTROL JO(NT Q_ ~ ~ 0 • "a. e1· o --o 0 "''"•----~·----~----f C. COLD JOINT CONCRETE NOTTO SCALE I. I/ff RADIUS EDGE 2. PAVNG FINIS~ SUPFACE PEP PL.AN 3. JOINT R...LEP PER SPECIFICATIONS 4. BACKER ROD PER $PECIFICA TIONS 5. TWO-PART POL YURET~ANE SEALANT PER SPECIFICATIONS 6. VT DIA. X 12" LONG STf'El DOWEL• 24" O.C., PAPER WRAP Or-£ EW NOTES• A, LOCATE JOINTS PER SPECIFICATIONS l.N.ESS omeRWISE INDICATED ON PLAN B. SEALANT COLOR TO MA TC~ ADJACENT PAVING * 3/4" F PAVNG Less Te-lAN 4' TWICK I" IF PAVI\G 4· THICK OR GREATER 51-/t;;E, DELETED, $/;E. NEW 8HEET" #-1-2. CITY OF CARLSBAD ~N((TSI PLANNING DEPARTMENT 71'ft HARDSCA CONSTRUCTION DETAILS CARLSB""llil TRACT 84-32 LLAGE UNITS I & II ASSISTANT PLANNING DIRECTOR REVISION DESCRIPTION o•l'j .,. (H, ,, li'lltlAl CH.C 0. l"f:-. ---I '"' ....-----'----l FIELO lo:, •IIOJ(CT. NO CT. 84-32 NO Clf'f APlt"OVAl L~~:::..::==:J C.M.W .D. 82-302 HARDSCAPE DETAILS - \'II ti) ........ - SCALE: 1/2'' = 1'--0'' ' I •HO•O -G.loot r.r.c coe-_.ollON CITY OF CARLSBAD ~"~~T•1 PLANNING DEPARTMENT 7sJtf HARDSCAP ONSTRUCTION DETAILS -----·--·---··-+----+--+-----l CARLSB TRACT 84-32 ASSISTANT PLANNING DIRECTOR t---t----t-------~-t-----t---i-----1 L....::~=-=--=-~l~~;fir~~n IO*IOI IY •"OJ(C:T. NO DA [l&1'f lilll1l1At REVISION DESCRIPTION ... , "" DAU. INnl•'- CtfT A,.llt1'0¥Al C.M.W.D. 82-302 c,o:o '"·---1 ntLO IIIC, CT 84-32 HARDSCAPE DETAILS \ l \ I ' •• ~2lf"-t-"1-'t:. ouLr \ --t- ' I i / ·, f I .© " ® ® ® ® NOTE, Gll? I c.,7f. LN:"•· [E]---.... ~~ .... o:;-------------/--.---1---,---'---,.,--,--,--------C.' INDICATES TYPE OF HYDROSEEO TYPICAL I c'.'.d>,.l.., , @ I C9 ' o, c::., INDICATES GROUND COVER/ • 'UNDERSTORY PLANTING TYP. I REFER 1D CIVIL ENGINEERS GRADING AND EROSION CONTROL PLANS FOR TYPICAL LOT GRADING AND DRAINAGE, PAD ELEVATIONS, SLOPE HEIGHTS, AND DAYLIGHT LINES. C:-I c:;,.' "=-~~' ~ ~~---------:----If------:=-----:-----,-:-::-.,.....,.,--~--'c,' • :2~,tll L,.1f.,Jet2-S'e: "t' e;-,,:;,, . I /1,,.@ I /1 " /· ·•.1· I i, / '/ //, // ,-;:_ <i __ G) ( . ~...,,_,, . /"· ,i' / ',1 / /' ·'/ < /~ // " /' j. ® ,'" / "="<.;, . < ' ., 0 / ~ <D . .. ! . 0 i I I I ~-fl:20. ~ -----!---------------'c) Fl-P.. T<:> @ -z.. 1 1 ' C),? • • INDICATES QUANTITY OF PLANTS PER GROUP TYPICAL G:;> ~-~~.02 1/-,@ 'o"'-•• / / /c / l'?c»J..., lo I I 1;7G:>P.L-' 1F"--I. CIO'f,J. 0 0 .. 0 0 (\I 0 .. ' ' ~-,- '\ FOR PLANTING LEGEND. HYDROSEED MIX, DETAILS AND NOTES S ' RESPONSIBILITY OF BRUSH MANAGEMENT OUTSIDE THE PROPERTY LINE WILL BE COORDINATED WITH THE ADJACENT PROPERTY OWNER. Tl IE CONTRACTOR SHALL COMPLY WITII ALL PROCEDURES AND GUIDELINES J\S INDICATED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL FIRE PROTECTION PROGRAM. (SECTION !VF) A-2 SELECl'IVELY CLEARED, TIIINNED AND PRUNED NATIVE VEGETATION 32 UNDISTIJRBED NATIVE VEGETATION KEY MAP CONTRACTOR SHALL; A . B. C. ON SLOPES 3' OR LESS IN VERTICAL I IEICI IT AND ARE A OJ A CENT TO PUBLIC WALKS OR STRl:ETS Al'f'LY COVtR CROI' (SEE HYDROSEED MIX SHEET 1 .. 2.10) AND JUTE MESI I PER THE CITY or CARLSBAD LANDSCAPE MANUAL (SECTION IV El -ON SLOl'ES 4' TO 8' IN VFR nCAI. I lflCI I I' .'\!'PLY COVER CRO!', JUTE MESI I, CROUNDCOVER, ANI) LOW SI IRL:f.lS {SF!' l'LArsT LEGEND SI IEET 1.2.101 l'ER Ti lE CITY OF CAR LSl.<IID LIINDSC/1 l'E M /\NUii l. (SECl'ION IV.El. 0 I . ON SLOPES IN EXCESS or 8' VER1ICI\L I IFIGI IT Ai'l'LY COVER CROI', JUTE MESH, CROUNDCOVER, LOW Sl·IRURS AND TREES OR LARGE SI !RUBS (SEE Pl.ANT I.EGEND SI IEET l.2.10! !'ER Tl IE CIIY Of CARLSBAD LANDSCAPE MANUAL (SECTION IVS>. I 0:; 0 I 0 0 ) i'.@ !J.. .. ' 0 0 . r....___ ~ ........... ·....._______, . r ---., . ' ,· I I'rri w, 1 \ \ A-1 j I iJ>,NDSC f<,Q f<-"-' UC. 21'5 " w 16'\'"4;!;;~ B.z 8-3 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING D. E. L C. PRECISE LOCATION OF PLANTING AREAS. ON AU .. SI.OPES. OR AREAS INDICATED ON Tl IE J'LI\NS, OR ANY I\DDITIONAI., AREA INDICATUJ BY TIIE CITY FIRF DEl'ARTMENT, ADIIERE TO Tl IE CONDITIONS or Tl IE FIRE l'ROfECTION l'ROGRAM l'OLICIES AND REQL:IREMENTS IN Tl I[' CITY or CARLSBAD I.ANDSCl\l'E MANUAL (SECTION IV.f & SECTION VI F2·I & F2·?1 ON /\LL STREET MEDIANS INST/\I.I. l'I.IINTINC l'ER Tl IE REQUIREMENTS OF n-lE CITY 01' C:ARI.Snl\D l,ANDSCAl'F M ,\NUAL (SECTION VI C.2· 1 , D.J.1 , 0.2·1 & D.1·1) ON ALL STREFT MEDIANS INSTALi. IRf1ICI\TION PER Tl IE REQUIREMEN-YS OF Tl-IE CITY OF CARLSBAD L.ANIJSC,\J'F MI\NU/\1.. (SECTION VI C.3•1) ON ALL STREET CORNERS INST,\LL l'LANT MATERIAL PER THE REQUIREMENT$ OF Tl IE CITY OF CI\RI.SllAD l I\NDSC:APE MANUAL (SECTION VI C.4· 1) A IVY -LANDSCAPE ARCHITECTS -INC. 757 W. Ivy Street · San Diego. California 92101 (619) 235-5360 -:-::~ -;,:·~• ~;;~_;;;:!:::~:~;o:,,::::; ib-'1,-I -'j '7 /b,'),,'l.-'11 . ---~ -----·:i--~-:~ t-'!', C I T Y O F CAR LS BAD 5 "'' F ~ ' 1.5 21 PLANNING DEPARTMENT 47 M I i C.M.W .D. 82-302 PLANTING PLANS FOR: CARLSBAD TRACT 84-32 COBBLESTONE SEA VILLAGE •.• ,w·--., 7%M ASSISTANT PLANNING DIRECTOR C.T. 84-32 UNITS I & II 1-J.!~17 ',/..-, : 345-9 L . : "''"·-'·~~·-· . __ ,, ~--···~···· ...... -~ • .J PLANTING PLAN \ / ✓" , / ,,-""' / I <">-' !Ji'; 6' ' " 1 \ \ INDICATES TYPE OF HYDROSEED TYPICAL CONTRAC,OR SHALL; A. B. C. D. "- F. c_ ON SLOPES 3' OR LESS IN VERTICAi, I !UICI IT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS APPLY COVER CROP (SEE I-IYD!,OSEED MIX SHF.ET L2. IO) AND JUTE MESH PER THE CITY OF CARLSBAD LANDSCAl'E MANUAL (SECTION IV.E). ON SI.OPES 4' TO 8' IN_ VERTICAL I IEICI IT APPLY COVER CROP, JUTE MESI!, CROUNDCOVER, AND LOW SHRUBS (SH PLA:-JT LEGENI) SHEET L2.10) PER THE CITY OF CARISB,\D LANDSCAPE MAl\'UAL (SECTION IV.El. ON SLOPES IN EXCESS OF 8' VERTICAL I ll'ICI IT APPLY COVER CROP, JUTE MESI I, CROUNOCOVER, LOW Si IRUilS AND TREES OR I,ARCE SHRUBS (SEE PLANT LEGEND SI IHT L2.111) PER Tl IE CITY or CARLSBAD l,ANDSCAPE MANUAi. (SECTION IV.E). ON ALL SLOPES, OR ARE,\S INDIC:ATEI.J 0\J Tl-IE PLANS, OR '\NY ADDITIONAL AREA INDICATED llY THE CITY flRE DEI'ARIMENT, ADl!ERE TO THE CONDITIONS OF Tl IE f'IRE l'ROTECTIO\J f'llOCRAM POLICIES AND RF,QUIREMENTS IN THF CITY OF CARLSBAD LANDSCAPE MANUAL (SECTION IV F & SECTIO\J VI F.2, I & F.2-2) ON ALL STRECT ~1F[)l.'INS INSTALi. l'I.A'\ITINC l'EI, fl IE JU,QUIRf:MENTS OF Tl IE CITY OF C,\RLSilAD LANDSC,\l'F MANUAi. (SECTION VI C.2-1 , D. 1-1 , D.2-I & D.3-1) ON ALL STREET MFDl'\NS INSTAl.l. ll{l{IC,\TION PER Tl IE l{EQUIREMENTS OP. THE CITY or CARISBAD LANDSCAl'P MANUAL (SECTIO\J VI C.3-1) ON ALL STREET COR'\IERS INSTALL !'LANT MATERIAL l'ER THE REQUll{EMENTS Of THE Cl'l'Y OF CARLSDAD LANDSCAPE MANUAL (SECTION VI C4-ll ' I I I I I ~' f"l'.Z<,>. _, <: \ -< / Z./ \.., ,.:~ \ <--. \ ,_ II L -...::~ -~- ,' / . ) : j-lffe) ', . / ·•:::~ /" " ' ,, 0 --,--,-'~ ) : 0. .. / ,j >:,, ,/ f , i \ ,. ·. TEMPORARY DE~l!.JAUQN BA PER GRADING PLANS{\:'EET 5 , ,. l."""-· / IU) /2 1 , I ( l&o '' , '(,, • fl,-t>-T$@ 24-11 O,C-' -• -------~---·-~'-INDICAT~S.GAOUN-~D~C-0-V-EA/-, -A-8-,,---.-, -.-.-)-;,--_( ..... -----,-f-,-,-; -,-/;_-----~,,~- UNDERSTORY PLANTING TYP_ C-G7T, W>,G--. / / \ \// \ ~~I{,'!, 0/-7£/,J SPACl: , ~ ·"' LOT //3 / z_ ----+ SELECTIVELY CLE .. ,AR.ED, TH. INN. ED AN1/ . ~ PRUNED NATIVE VEGETATION 0--.. ' / '\. <.,,,' I , \, ·-, . , , , , I~ , >-d, r,,. -- . . ' . . . . j @ ) -1 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING 1 r I , ,_, f--z w :;; - w ' (I) <( w ·' FOR PLANTING LEGEND, HYDROSEED MIX, DETAILS AND NOTES SEE SHEET PRECISE LOCATION OF PLANTING AREAS. -- @ ,, JI -J_1' ... ,., , "' NCTTE: REFER TO CIVIL ENGINEERS GRADING AND EROSION CONTROL PLANS FOR ITPICAL LOT GRADING AND DRAINAGE, PAD ELEVATIONS, SLOPE HEIGfITS, AND DA YLJGHT LINES_ .1 ' \ fJ1 b. .. , ··.·• ... _ivr. YNDSGAPE ARCHIT_EcTs. rNc 757 W, Ivy Street , · San.Diego. California 9210! ' .... (61/)) 235-5360 23 ''1-:Z'f-.'!7 !:,,/.-,_},,!_ "6S'i;J'Ee-i8'<!'/i'!,;/-li,,~=. Pfi-j/!-;;,:iii; ro PiiL&i> -........... C TY ::.: CARLSBAD , .. rps KEY MAP RESPONSIBILITY OF BRUSH MANAGEMENT OUTSIDE Tl-IE PROPERTY LINE WILL BE COORDINATED WITH THE ADJACENT PROPER'fY OWNER. Tl-IE CONTRACTOR St !ALL COMPLY WITI-l ALL PROCEDURES AND GUIDELINES AS INDICATED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL FIRE PROTECTIO"l PROGRAM (SECTION IVF) C.M.W.D. 82-302 22 PLANNING DEPARTMENT 47 S1j, PLANTING PLANS FOR: CARLSBAD TRACT 84•32 COBBLESTONE SEA VILLAGE UNITS I & II ~ ·, ; 0 • 'cfitil- ASSISTANT PLANNING DIRECTOR C.T. 84-32 345.9 L ' : ............ _ .... , .. "'""~------' PLANTING PLAN • ----UNDISTURBED NATIVE VEGETATION \ \ I \ I I \ • 1 l .. I • ---,...-~---~ .. 4+ l• C\I C\I 1- UJ UJ :r: en --SELECTIVELY CLEARED, THINNED ANJ:IP EN SPA CE PRUNED NATIVE VEGETATION LOT Jj'5 11 0 ' INDICATES QUANTITY OF PL.ANTS PER GROUP TYPICAL ~ 12. 1 h r-J<;:>r,-J~ 112,rz-l&>A~ ~·--B-3 " 0 lCATES lYPE 0 INDICATES GROUND COVER/ UNDERSTORY PLANTING TYP. \ ~-7"---T PORARY DESILTATI PER RADING PLANS SH ::i' 3: > •. < (,_:;; O:~ S.!'E iETTERO!" PERM1337c>A7 11} GfAll£ VF&"Tf, a4TE gy- RESPONSIBILITY OF BRUSH MANAGEMENT OUTSIDE THE PROPERTY LINE WILL BE COORDINATED W!TH Tl IE ADJACENT PROPERTY OWNER. THE CONTRACTOR SHALL COMPLY WITH ALL PROCEDURES AND GUIDELINES AS INDICATED BY 11-IE CITY OF CARLSBAD LANDSCAPE MANUAL FIRE PROTECTION PROGRAM. (SECTION IV.fl /1 -·---·+ -·--------+-·· . ..j .... . t-.. !---t -----<--- 1----·+ ·t • I .... f-.... _ ''" ···-t-·"-·"--"""--······ I . t -- NOTE: REl'ER TO CIVIL ENGINEERS GRADING AND EROSION CONTROL PLANS FOR TYPICAL LOT GRADING AND DRAINAGE, PAD ELEVATIONS, SLOPE HEIGHTS, AND DAYLIGHT LINES, KEY MAP CONTRACTOR SHALL; A. 6. c. D. E. F, C. ON SLOPES 3' OR LESS IN VERTICAL I IEICI IT AND ARE ADJACENT TO PUBLIC WALKS OR STRF:cTS APl'LY COVl'R CROP (SEE I IYDROSEED MIX SHEET L210) AND JUTE MESH PER THE CITY OF CARI.SllAD LANDSCAPE MANUAL (SECTION IV .E). ON SLOPES 4' TO 8' IN VERTICAL I IEICI I l AITL Y COVER CROP, )UTE MESH. GROUNDCOVER. AND LOW$! muns (SH. !'LANT LEGEND SHEET L2.10) !'ER THE CITY OP CARISBAD LANDS( AIT M,\NUA L (SECTION IV El. ON SLOPES IN EXCESS OF 8' VERTICAL I IEICI IT APPLY COVER CROP, JUTE MESH, GROUNDCOVFR. LOW SHRUBS AND TREES OR LARCE SHRUBS (SEE PLANT l.ECDND SJ IEET L2.111) PER THE CITY or CARl.51:lAD LANDSCAPE MANUAL (SECTION IV.El. ON ALL SLOPES, DR AREAS INDICATED ON Tl IE PLANS, Oi, ANY ADDITIONAL AREA INDICATl'f) llY Tl IE CITY rwE IJITAKTMENT, ADHERE TO TIIE CONDITIONS OF Tl-IE fl RE PROTECTION l'ROCRAM l'OLICIES AND REQUIRFMENTS IN Tl IE Cl rY OF CAl,l"SBAD LANDSCAPE MANUAL (SECTION IV f & SECTION VI F 2· I & f,2-21 ON Al.I. STl,EET MEDIANS INSTAU. f'LANTINC: l'fl( TIIE REQUIREMENTS OF TITE CITY OF CARLSBAD LA\JDSC,\l'F MANUAL (ScCTION VI C.2-1, D.1-1, D.2-1 & D.3-11 ON ALL STREET MEDIANS' INSTALL IIU/ICATION PER THE RFQUTREMENTS OF THE CITY OF CARLSBAD LANDSCAPE MANUAL (SECTION VI C:.3-1) ON ALL STREET CORNERS fNSTALL PLANT ~1ATERIAL PER T!W REQUIREMENTS OF Tl-IE CITY OF C1\RISRAD LANDSCAPE MANUAL (SECTION VI C.4-1 I 7 G-AJ,.. @ 4'-o" 0 C C/1--i CA L-\_ \ \ ~ l j / ' j\, ' \ \ • / I I_ f ! ) ! / ( ftfM. o,c ~ 1 \IO·'l-2-'11 I u; t -, . . . 4, .;_ ___ ;1t1c:i.-~1, lb w (,, if?., $ + PLANTING PLANS FOR: CARLSBAD TRACT 84-32 ----4-COBBLESTONE SEA VILLAGE UNITS I & II ·+·"•"··· ................... + .. . ···---t .. '' '" ''""' +--- \ ·. \, J FOR PLANTING LEGEND. HYDROSEED MIX. DETAILS AND NOTES SEE SHEET 32 DATc' I !NF\Al. ·+-·---- ·---·-· L----J REVISION DESCRIPTION i_N(dNU:!.'! {)f W()<Hi,;:I ss1·: : OA ;f, , INI"" IAL '¾o ~ C' n' AP~!l:!01>.\1. C.M.W.D. 82-302 PLANTING PLAN \ \ \ \ \ \ \ ' \ '\ \ ' ., \\ \, \ \ \, I \ CONTRACTOR SHALL; I I I \ I I l I I I J I I I I Ii ' A. B. C. 0. E. F. G. I I ON SLOPES 3' OR LESS IN VERTICAL HEICl·IT AND ARE ADJACENT TO PUBLIC WALKS OR STREFTS APPIX COVER CROI' (SEE I IYDROSEED MIX SHEET L2.10) AND JUTE MESH PER Tl IE CITY OF CARt:SllMJ.L,\NDSCAPE MANUAL (SECTION IV .El. ON SI.OPES 4' TO 8' IN VERTICAL I !EiC! IT APPLY COVER CROI', JUTE MESH, GROUNDCOVFR. AND l,OW Si IRU0S (<ff PLANT LEGEND SHEET LZ.11)) PER THE CITY OF CAR!Slli\TJ LANOSCAJ'E MANU,\L !SECTION IV.E). ON St.OPES IN EXCESS OF 8' VERTICAL I IFICI IT Arl'IY COVER CROP, JUTE MESH, GROUNOCOVER. LOI\/ SHRUBS AND TREES OR LARGE SHRUBS (SEE PLANT LEGEND S1 IEET 1.2. HI) !'ER Tl IF CITY Of CARLSBAD LANOSCAT'R .MANUAL (SECTION IV f:'I ON ALL SLOPES, OR AREAS INl)ICA IT'D ON Tl IE l'LAl':S, OR ANY ADDITIONAL ARE!\ INDICATED RY Tl IE CITY FIIU: 01'I',\IUMENT, /\DI JERE TO Tl IE CONDITIONS OF THF flRE l'ROTECT!ClN l'i,OGRAM POLICIES AND REQUIREMENTS IN THF CITY OF CARI 5BAO 1.ANDSCAl'E MANUAL (SECTION IV.F & SECTION VI F.2-I & F.2-71 ON Al.I.. STRFET MHll,\ '-IS INSTi\l.l. l'l.,\NTll':C PFR THE REQUJREMENT$ OF TllE CITY OF CARLSBAD L.ANDSCAl'I' ~I1\NUAL (SECTION VI C.2-1, 1).1-1. 0.2-1 & D.3-11 ON ALL STREET Ml'DIANS INSTALL IRltlG/\TION !'ER TllE REQUIREMENTS OF THF CITY OF CARLSBAD l.ANDSC/\l'E MANUAi. !SECTION VI C:.3-1) ON i\l.,L STREET CORNERS INSTALL l'I ANT '1 ATUtlAL PER Tl IE REQUIREMENTS OF Tl IF CITY 01' C i\P!.SllAD I.ANDSCArE MANUAL (SECTION VI (4-ll \ \ I \ I l \ \ \ \ f!,Pl/b. 'J.A Jp,u,/4' '!, 6/Jrt,.@. 4'P-t:-- oN. 'UAl-1 I &At... r? 10.1 &.& . ,,. -N L..{) '2.7 CP :Z:I PIN. GL.D. fZII~. c::~All-\, C-!NNAHOI"( CAHP/f,:>/Z/' "?Ci-I . t -~01.., . TIFV.N-/ll 17pv ft;~ 'e, 0 I I .X'- \ • J__ i\ C ' , .. , \ \ \ \ ' . \ \\ \ U, ---.,, ..... -._ • ... ..F~# INDICATES TYPE OF HYDROSEEO TYPICAL NOTE: REFER TO CIVIL ENGINEERS GRADING AND EROSION CONTROL PLANS FOR TYPICAL LOT GRADING AND DRAINAGE, PAD ELEVATIONS SLOPE HEIGHTS, AND DA YLIGITT LINES. , INDICATES GROUND COVER/ UNDERSTORY PLANTING TYP_ I I i..oi..J. , H,>,(., . ~ KEY MAP j I I --+-,-,-,..---,.,,...,......,,.~---'12.' • fU:..~ jell O,C-' ,__, I . ,..' ··~''' ,', ,•, ,_) ·1_ .!ti' .~-" ,,.-:; ..- I I I / \ \ \ INDICATES QUANTITY OF PLANTS PER GROUP TYPICAL INDICATES GROUND COVER/ UNDERSTORY PLANTING TVP. FOR PLANTING LEGEND, HYDROSEED t-,1IX, DETAILS AND NOTES SEE SHEET 32 \ \ \ ) RESPONSIBILITY OF I3RUSII MANAGEMENT OUTSIDE THE PROPERTY UNE WILL BE COORDINATED WITH THE ADJACENT PROPERTY OWNER. Tl!C CONTRACTOR SHALL COMPLY WITH ALL PROCEDURES AND GUIDELINES AS INDICATED I3Y THE CITY OF CARLSBAD LANDSCAPE MANUAL FIRE PROTECTION PROGRAM. (SECTION !VF) 'B,A t,,l-.A72 / ,VA I -f 'tJ,C,.. I u,O /<'> ~i.-e?-1 1✓~ f'P-ui-l 1.Jco J::½1:1-IP-P--Jc,p.,.TBO ~ B-3 \ SELECfIYELY CLEARED, THINNED AND PRUNED NATIVE VEGETATION IVY -LANDSCAPE ARCHITECTS -INC. 757 W. Ivv Street San Diego·. Califomia 92!01 (619)235-5360 ~c=-~C~,1,,, r'f-::--2,::-9::-.17:::_ r1,,,-w~_rn1 7'U,CcVk;~-:f-,_ r.1,rFr;:;,-,,;,._~._,-.,,.__,,,,,,,,.,.,..,"""R"'""'""'"'';.<>i:-:ail,s.!:l:i.=,------rx.,,,,J_'"~~--__;r ,..r::::: ;::::··--------·--------···-:..=:__ I ~~-j) l,~J~ tr R?f: / 'ii5Jfkii.i0/i!"7'Z>.'Jv7',;-.,,r711;:.,-,,-,,,; A-l.Ji, . . +~ ilj i s K £ £ -, : / C I Ty O F CA R Ls BAO l r SHE£ Ts 1' : %,: i . ___ -~--':~=-·-=:.:::~==~=:: ·:===--·--:~::==~~x:==--L._~4 ___ J ~---PLANNl~G---~:~~-~~-T~~-NT ·-==::-31!?_•··::! 1 , 1---__ -_ -·---------· _____ :------1 PLANTING PLANS FOR: -. ., , .. ---r-·--+·:·---··---·-·--· .. -··"-·-·---------=---R CARLSBAD TRACT 84-32 ···-----+---:t==·-==····---·-:_·~-.. ~ ~1 co•~_g· VILLAGE U~I:;; 7 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. C.M.W .D. 82-302 PLANTING PLAN • __ ..... ~-_""'1 __ ..... __ ' 0 N 'H0T0 GlOOUIC CORPOIIATION 01 ~\ I 1-1 a: 0 a.. 0:: I -1 <{ I I 1 z.- eQ e I I F++~-'ffi2.-, 0 advr: ,P_t:: ':!/. .;-;; 89 Z E'.IC s.-._;'LC . P/.,_-:5Cl~b ,1 / ,,,/ / / FJNAL RIPARIAN MITIGATIOWPLAN KEY MAP \ \ CONrnACTOR SHALL; A. ON SLOPES 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS APPLY COVER CROP (SEE HYDROSEED MIX SHEET L2.101 ANO JUTE MESH PER THE CITY OF CARLSBAD LANDSCAPE MANUAL (SECT10N IV .ll). B. • c. D. E. F. ON SLOPES 4' TO 8' IN VERTICAL HEIGHT APPLY COVER CROP, JUTil MESH, GROUNOCOVER, AND LOW SHRUBS (SEE l'LANI' LEGEND SHEET L2.10J PER THE CITY OF CARLSBAD LANDSCAPE MANUAL (SECTION IV.El. ON Sl.Ol'ES IN EXCESS OF 8' VERTICAL HEIGHT APPLY COVER CROP, JUTE MESH. GROUNOCOVER, lDW SHRUBS AND TREES OR LARGE SHRUBS (SEE rt.ANT LEGEND SHEET U.10) PER THE CITY OF CARLSBAD LANDSCAPE MANUAL (SECTION IV.El. ON ALL SLOPES, OR AREAS INDICATED ON THE PLANS, OR ANY ADDmONAL AREA INOICA TED BY THE CITI FIRE DEPARTMENT, ADHERE 10 THE CONDITIONS OF THE FIRE PRffiEC1lON PROGRAM POLICIES AND REQUIREMENTS IN THE CITI OF CARLSBAD LANDSCAPE MANUAL (SECT1ON IV.F & SECTION VI F.2•1 & F.2·2) ON ALL STREET MEDIANS INSTALL PLANTINC PER THE REQUIREMENTS OF THE OTY OF CARLSBAD LANDSCAPE MANUAL (SECTION VI C.2-1 , D.1-1, D-2·1 &: D.3•11 ON ALL !rrl!EET MEDIANS INSTALL IRRIGATION PER THE REQUIREMENTS OF THE CITY OF CARLSBAD LANOSCAPE MANUAi.. (SECTION VI C.3-11 REQUIREMENTS OF THE CITY OF CARLSBAD LANDSCAPE MANUAL REFER TO LANDSCAPE PLANS BY +------------"-t-STEVE AHLES PEl1Mi-T1603 ·· APPROVEU676196 \ G. ON ALL STREET CORNERS INSTALL PLANT MATERIAL PER THE ~l======(S=E=CTl=O=N=V=l=C=.4=-l=l =· =======i;;S;:=============ft= -= NOTE: ALGA ROAD MEDIAN SEE. 345-9 IMPROVEMENT PLAN SHEET a PIN. EI-..D. REFER TOClVR. ENGINEERSGRADINC AND EROSlON CONl1IOL Pl.ANS RX! TYPICAL LC7f CltADINC AND DllAINACE, PAD EU\/ ATlONS, SLOP!, HEIGHl'S, AND DAYUCHT UNE!!. . ~ A-,. ) ~ "" . ,· _, ,~ ! f' •-::;"' P PE:i~ _RSD ::; · ,;o " . INDICATES TYPE OF HYDROSEED TYPICAL ' , -~ ; ~,:xr-JTON r:., / ~ -::<f_;. ; II VE l I 1g1 P ~ /1P Fil Tel? \ ---.., __ \ \ JE _:'"_ ·-··--. ""()f_ C) JV(;. i,1/,Q )~ 1ifDTCATES QUANTITY OF PLANTS PER GROUP 1YPlv,fr,_cr:/,,,,,.. SEE'. • I I e, k-,l;,., ~. INDICATES GROUNOCOVER/ UNDERSTORY PLANTJNG lYP . FOR PtANTING LEGEND. HYDAOSEED MIX. DETAILS AND NOTES SEE SHEET 32 ALGA ROAD MEDIAN DESIGN IS TO SE APPROVED BY TI-IE CITY OF CARLSBAD. HARDSCArE AND PLANTING LAYOUT rs COPIED FROM AN EXISTING SECTION OF ALGA ROAD BETWEEN POINTSETTIA LANE AND EL CAMINO REAL MEDIAN HAROSCAPE PATTERN AND COLOR IS TO MATCH EXISTING PATTERN AND COLOR ALONG ALGA ROAD. A IVY • LANDSCAPE ARCHITECTS · INC. 757 W. Ivy Street San Diego. California 92101 (619) 235--5360 · S><EET I CITY OF CARLSBAD 2 5 I PLANNING DEPARTIIENT PLANTING PLANS FOR: CARLSBAD TRACT 84-32 COBBLESTONE SEA VILLAGE UNITS I & II .&PP"OV l -f /.-t. 7 ASSISTANT DIRECTOR DATE APPROVED FOR PLANTING AND g~:oe~r_,c~:;.__: DA TE !Nl'Tf.al. ""0JECT NO ~AIIW'll'tG NO. IRRIGATION ONLY, INCLUDING O•H INITIAL REVISION DESCRIPTION SKT FIELD 81(. PRECISE LOCATION OF PLANTING AREAS. b•~""~'"~H~•~o~•~w~o~""~--~~~~~~~~~~~--~NO'.'.:._Gc~,TY~•~-~o~v!!••~~:=::::::=~:::=:~~=::::::::::=:=::::::=:::::::::~ I I C.T. 84-32 345.9 L C.M.W.D. 82-302 PLANTING PLAN I I • I • I • I / -----=- ,,?_ ····~----~ -·-· ----.,,, ·---.~, ----·-.. . I . CONTRACTOR SHALL; A. ON SLOPES 3· OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS APPLY COVER CROP (SEE HYDROSEED MIX SHEET L2.10) AND JUTE MESH PER THE CITY OF CARLSBAD LANDSCAPE MANUAL (SECTION IV.E). B. ON SLOPES 4' TO 8' IN VERTICAL IIEIGIIT APPLY COVER CROP, JUTE MESH, GROUNDCOVER, AND LOW SHRUBS (SEE PLANT LEGEND SHcET L2.10) PER THE CITY OF CARLSBAD LANDSCAPE MA NU Al. (SECTION IV.E). C, ON SLOPES IN EXCESS OF 8' VERTICAL HEIGHT APPLY COVER CROP, JUTE MESH, GROUNDCOVER, LOW SHRUBS AND TREES OR LARGE SHRUBS [SEE PLANT LEGEND SHEET U 101 PER THE CITY or CARLSBAD 1 .. ANDSCAPE MANUAi. (SECTION IV,E). D. E. F. G. ON ALL SLOPES. OR AREAS INDICATED ON THE PLANS, OR ANY ADDITIONAL AREA INDICATED BY THE CITY FIRE DEPARTMENT, ADHERE TO THE CONDITIONS OF THE FIRE PROTECTION PROCRAM POLICIES AND REQUIREMENTS IN THE CITY OF CARLSBAD LANDSCAPF, MANUAL (SECTION IV.F & SECTION VI f2•1 & F.2-2) ON ALL STREET MEDIANS INSTALL l'LA\JTING PER THE REQUIREMENTS OF THE CITY OF CARLS6AD LANDSCAl'F MANUAL (SECTION VI C.2-1, D.1•1 , D.2-1 & D.3•1) ON ALL STREET MEDIANS INSTALL IRRIGATION PER THE REQUIREMENTS OF THE CITY OF CARLSBAD LANDSCAPE MANUAL (SECl"ION VI C.3-1) ON ALL STREET CORNERS INSTALL PLANT MATERIAL PER THE REQUIREMENTS OF THF CITY OF C,\RLSBAD LANDSCAPE 'v1ANUAL (SECTION VI C4• I) joc 0 :Z,'? i0vt>-L- b<f 6 4'7 i<';>c_./.L, I ,:;;, :z.t''M HL-N' ff I u;,ts..L ~,.:;,,. ?-..,t,,.. I I f..!e,12. ae,, ff I + ~. t-,,1~. ✓-,-~ ·::-,"- . _,,,, ' .. -~ ---- ,,...,... .. ~' ?\" I ( I I I I I I ' I ; \J \ ~IT> '\ ' . ~-- ,Kej. A·p (I"\~ . s ,,.,t st~. . .,1'1 --•- . _,._. :::C:i () '17 '"'y-~ I ·Y'-.,_ ~ . ...,, .. MEDIAN PLANTING NOT A PART .. NOTE: REFER TO CIVIL ENGINEERS GRADING AND EROSION CONTROL PLANS FOR TYPICAL LOT GRADING AND DRAINAGE, PAD ELEVATIONS, SLOPE HEIGHTS, AND DAYLIGHT LINES. INDICATES TYPE OF HYDROSEED TYPICAL • INDICATES GROUND COVER/ / UNDERSTORY PLANTING TYP. • . \ __ ---r __ _ --INDICATES GROUND COVER/ UNDER~TORY,PI:1~~- FOR PLANTING LEGEND, HYDROSEED MIX, DETAILS AND NOTES SEE SHEET INDICATES QUANTITY OF PLANTS PER GROUP TYPICAL ;. /(;, PR "LC 7 ~:, 1L. .. :, .REP OR r FOR H II//El)1AL z,Ri\()f'JC1 ,G;Ei)ih/?E.\J. '-··· :S 32 ALGA ROAD MEDIAN SEE 345-9 IMPROVEMENT PLAN SHEET g ALGA ROAD MEDIAN DESIGN IS TO BE Al'l'ROV[D BY Tl IF CITY OF CARLSBAD. H ARDSCAl'E AI\D Pl.ANTI NC I ,\ YOUT BETWEEN POINTSETIIA LANE AND El CAMINO REAL \1ED!AN 757 W. lvv Street HARDSCWL' l'A"ITERN AND COL.OR IS TOM ATC! I EXISTINC San Diego, California 92101 PATIERN AND COLOR ALONG ALGA l(OAIJ (619) 235-5360 IS COPIED FROM AN EXISTING SECTION Of Al.CA ROAD IA I.VY -LANDSCAPE ARCHITECTS . INC. . 'l-21-'17. S.L/..J. & ""='"'!> '-Ii"'-'"'"' -P'IN. ,,,>-i""ro''pi,._,_ ;;,;-,;,·~ --~_ -~.1;-;;o-:;.1,;:;-2:-;;q;-;;7:--_ -;-Lb;:::---f1";'r=s =,.=(=f =,---.-::. ---C------1 -T-Y--0----F=--=c---A=R-L---S-=B----A==-D------,-;:,.=s---.:i=[=e=t =5 7 1 ~ 26 PLANNIN_G_ DEJ".~RTM.Ei'.'T. ___ .•. :f:7 U v,!1DSc ,,_<:i /5,~ UC.214 ~ ~ ! I I I f PLANTING PLANS FOR: CARLSBAD TRACT 84-32 COBBLESTONE SEA VILLAGE UNITS I & II APPROVED FOR PLANTING ANO IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING ·. r, ... ;-;·;·:t-::~,:r,, AREAS. t ~-~(;·;-~-~-~ ,; ·' w•",R;, REVISION DESCRIPTION C.M.W.D. 82-302 PLANTING PLAN ~~-, '\t. •·· ) <~· \ \ \ \ \, \ \ "i.\ \ . . \.,, \ \ \' \ ·, / ·, \ J '</ ''•..: ' '/ \/· . ' ' \, ' \ '\ \ ' \ \ \ \ \ \ \ \ \ \ \ \ _1~?! NER. OL.i=, 'P.P' EB 1 GAL..@ 3' O.C.. \ \ \, \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ' \ \ \ \ \ "!alf:? ~, FZ~t::>. ~ +---------------'---1------'-------lr:z! ------ • I kl I r7 INDICATES TYPE OF HYDROSEED TYPICAL c;::,o-1,., , t.=--IQ ,:;7, e:, , "'Ci e ! :;; .. ;; -,.t;""s ~- 'C· " ~-~~ "' Sos -' ~-"r• ··::.z. ~-,. ~, - /\ ... / .r t-Jl, 0. ' t>-<;, '' f"i;;il -~--+-2.-,.~...;"\_" L--lf.J-~J...._-cJ _2_4_11_CJ._?_, l..!::J --.....--._...___ IND I I f'~. f!'<'L-, e,i;,.~ P,W,.. T-,,. @_ t-:z.11 o.,:;,, "~ ~ INDICATES QUANTITY OF PLANts PER GROUP TYPICAL FOR PLANTING LEGEND, HYDROSEED MIX, DETAILS AND NOTES SEE SHEET 32 - 23'! l~HA 'sPR' __ _ 0 .1 e:.AL @ 4' 0. C.. CONTRACTOR SHALL; 8. C. D. E, F. G. ON SLOPES 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS APPLY COVER CROP (SEE HYDROSEED MIX SHEET L2.10) AND JUTE MESH PER THE CITY OP CARLSBAD LANDSCAPE MANUAL !SECTION IVE) ON SLOPES 4' 10 8' IN VERTICAL HEIGi IT APPLY COVER CROP, JUTE MESH, CROUNDCOVER, AND LOW SHRUBS (SEE PLANT LEGEND SHEET L2 10) PER THE CITY OF CARLSBAD LANDSCAPE MANI.JAL (SECTION IV.EL ON SLOPES IN EXCESS OF 8' VERTICAL HEIGHT APPLY COVER CROP, JUTE MESH, GROUNDCOVER, LOW SHRUBS AND TREES OR LARGE SHRUBS (SEE . PLANT LEGEND SHEET L2. IO) PER THE CITY OF CARLSBAD LANDSCAPE MANUAL (SECTION IVE). ON ALL SLOPES, OR AREAS INDICATED ON THE PLANS, OR ANY ADDITIONAL AREA INDICATED BY THE CITY FIRE DEPARTMENT, ADHERE TO THE CONDITIONS OF THE FIRE PROTECTION PROGRAM POLICIES AND REQUIREMENTS IN THE CITY OF CARLSBAD LANDSCAPE MANUAL (SECTION IV.F & SECTION VI F.2-1 & F.2 21 ON ALL STREET MEDIANS INST A LL PLANTING PER THE REQUIREMENTS OF THE CITY OF CARLSBAD LANDSCAPE MANUAL (SECTION VI C.2-1, D.1-1, D 2-1 & D-3-ll ON ALL STREET MEDIANS INSTALL lllRIGATION PER Tl IE REQUIREMENTS OF THE CITY OF CARLSBAD LANDSCAPE MANUAL (SECTION VI C.3-1l ON ALL STREET CORNERS INSTALL PLANT MATERIAL PER THE REQUIREMENTS OF THE CIT\' OP CARLSBAD LANDSC,APE MANUAL / (SECTION VI C.4-l) ' ' '· APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING II : ~ [</>.. • 0 ?-j Cl AREAS. '!'N(,1Nf!-).'~ -~;> W,!'"'"'"'. IMIT ) KEY MAP + 0 e H 'r\-------l'--~.,• NOTE: REFER TO CWIL ENGINEERS GRADING AND EROSION CONTROi. PLANS FOR TYPICAL LOT GRADING AND DRAINAGE, PAD ELllVATIONS SLOPE HEIGHTS, AND DA \'LIGHT LINES. ' \ \ INDICATES GROUND COVER/ UNDERSTORY PLANTING TYP, i ... ,···--·--·-· 2c1-~ A IVY · LANDSCAPE ARCHITECTS -INC. 757 W, lvv Street San Diego, California 92101 (619) 235-5360 ---~ =======.:::: .. "::::.-::::, :::::."-:::~=-=·· :::=::::-, 5 "Ff" CITY OF CARLSBAD SM[[TS 27 PLANNING D1::!;'A):!JM)=/'I! __ ~ 147,6 1 PLANTING PLANS FOR: CARLSBAD TRACT 84-32 , t COBBLESTONE SEA VILLAGE UNITS I & II "fV'SION DESCRIPTION C.M. W .D. 82-302 PLANTING PLAN r uJ LU :I ~ w I.LJ V' ', -- .I;.? ·, ,......._ /C\;: ---..._.:...--~ LON 'HAt-: • Fi-.Ai~ ~ 18" 0,C,. ~ INDICATES GROUND COVER/ UNOERSTORY PLANTING TYP. I I ftt.. ~- 0 INDICATES GROUND COVER/ UNOERSTORY PLANTING TYP. A. ON SLOPES 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS APPLY COVER CROP (SEE HYDROSEED MIX SHEET L:2.10) AND JUTE MESH PER THE CITY OF CARLSBAD LANDSCAPE MANUAL (SECTION IV .E). B. ON SLOPES 4' TO 8' IN VERTICAL HEIGHT APPLY COVER CROP, JUTE MESH, CROUNDCOVER, AND LOW SHRUBS (SEE PLANT LEGEND SHEET L2.JOJ PER THE ClTY OF CARLS!lAD LANDSCAPE MANUAL (SECTION IV.E). C. ON SLOPES IN EXCESS OF 6' VERTICAL HEIGHT APPLY COVER CROP, JUTE MESH, CROUNDCOVER, LOW SHRUBS AND TREES OR LARGE SHRUBS (SEE PLANT LEGEND SHEET L2.10) PER THE CITY OF CARLSBAD LANDSCAPE MANUAL (SECTION IV E) D, ON ALI. SLOPES, OR AREAS INDICATED ON THE PLANS, OR ANY ADDITIONAL AREi\ INDICATED BY TI-IE CITY FIRE DEPARTMENT, ADHERE TO THE CONDITIONS OF TI IE F!RE PROTECTION PROGRAM POLICIES AND REQUIREMENTS IN THE CITY OF CARLSBAD LANDSCAPE MANUAL (SECTION !VF & SECTION VI F.2-1 & F.2·2) E. 01\ ALL STREET MEDIANS INSTALL PLANTING PER THE REQUIREMENTS OF TliE CITY OF CARLSBAD LANDSCAPE MANUAL (SECTION VI C.2-1, D.l•l, D.2-1 & D.3-I) F. ON ALL STREET MEDIANS INSfALL IRRIGATION PER THE REQUIREMENTS Of THE CITY OF CARLSBAD LANDSCAPE MANUAL (SECTION VI C.3-1) G. ON ALL s·mEETCORNERS INSTALL PLANT MATERIAL PER Tl!E REQLIREMENTS O_F THE CITY OF CARLSBAD LANDSCAPE MANUAL (SEC''ION VI C.4-1) HY~_ I? Ml)( 'ei- 1 t?f-H ... -, •1--------INDICATES GROUND COVER/ UNDERSTORY PLANTING TYP. INDICATES QUANTITY OF PLANTS PER GROUP I I fi:,L. f?L..-. ~La,-.1.J f"1,Ji,... fl.,;,.l""c, (2 I ~11 o.:::.., -------· INDICATES TYPE OF HYDROSEED TYPICAL 1f>t EB FOR PLANT LEGEND, HYDROSEED MIX. DETAILS AND NOTES SEE SHEET 32 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING 14-5 0 ~ r:r-it· m ' !/ ' ' . \ \\ \V, 111• :\\ \\ Cj ···-"°,,~ {'- C.M.W.D. 82-302 /'; ' ' ·- \ .. \ '" \ . ...., , -.. NOTE: REFER TO ClVlL ENGlNEERS GRADING AND EROSION CONTROL PLANS FOR TYPICAL LOT GRADING AND DRAINAGE, PAO ELEV A TIONS, SLOPE HEIGHTS, ANO OAYLIGI-IT LINES \ L___ -~-., ---~--~ Es --..,., .,,___ -..: . - KEY MAP I I I PLANTING PLAN ..... _-....___ -............. _ CONTRACTOR SHALL; u. C. - D. E. F. ---····· ON SLOPES 3'.0R LESS IN.V<RTICAL HEIGl'IT AND ARE ADJACENT TO PUBLIC WALKS OR STREliTS APPLY COVER CROPJSEE HYDROSEED MIX SHEET L2.10l . ANCf JUTE MESH PER THE CITY Ol'"CARL5DAD LANDSCAr.t t,.!ANU,O.L '- " CTION. IV.E) - ON SL 4' TO 8' IN VERTICAh HEIGHT Al'PLi COYER Cl'<GI', JUTE MESH, CROUNDC R, ~t;,JD ~ow SHRUBS (SPF r_t.ANT LEGEND SHEET L2.10) PER THE CITY-OF ISBAD LANDSCAl'F MANUAL (SECTION IV.El. - J • • - . ON SLOPES IN ,E)(CES . -. 8' VERl'ICAL HEIGHT APPLY COVER CROP.JUTE. MFS-H, GROtJNOCOVER,-'SHRUBS AND mEESOR LARGE SHRUBS (SEE. PLANT LEGEKD SHEET L210) THI! CITY OF CARLSBAD LANDSCAPE MANUAl;-(SF,(:TIQN IV.El. ON Al.!. Si.OPES, OR AREI\S INDlCATED . 'THE PLANS, OR ANY ADDITIONAL iREA INDICATED BY THE dTY FIRE -DEl'A , . ENT, A DH ERE TO THE CQNDITIO~<, Of THE rlRE PROTECTION PROC: POUCIES AKD REQUIREMENTS IN THE CITYDF CARLSB,\D LAN C PE MANUAL !SECTION IV F & SECTTON VI F.2-I & f.2-2-) ON ALL STREET MEDIANS INST,\l.l;!'Lf\NTIKG PER TIIE REQ ·MEl'/TS OF THE CITY or CkRLSlJAD LANDSCAPE M,\NUAL (SECTION VI C.2, D.2-1 & DJ-I) ON ALL STREET MEDIA:'JS INSTALL IRRIGATIO.N PER Tl IE REQUIREMEN)"S THE CITY OP CARLS!JAO Li\NDSCAPfMANUAL (SECTION VI C.3-1) . . ON AI .. I.SlREFTCOR"lERSlNSTALL J>.b\NT Mi\l'ERIAL PER THE REQUIREMENTS OF THE Cl.TY. OF (li'.RLSBAD LANDSCAPE MANUAL: (SECTION VI c:4-1) CLYTOSTOMA CALLISTEGIOIDES (vfOlet trumpet vine) AT LOCATIONS . . - DETERMINED BY THE OWNER/LANDSCAPE ARCHITECT ALONG RV PARKING WALLS LOCATIONS TO BE DETERMINED SHALL BE THOSE MOST IN NEED OF SCREENING + PHOTO GEODETIC rORPORATION -· "··-· --------~ .. ,, ...... , _,,.,.,.. ........ , •• ,--o, ..... , ,~ . .... . .,, - ' I .. I ~- _ _,.. ,,..-'( ........ _""· -,,;e"! . _), ' ASPHALT PAVING ~,,~i .• ' .. --~ ' ......... ··~- I . . I • ,.· 'id .. -. C • .( . . ' . . . . l .. . . . . . . • . . ·._·-.- +J-1!7 i.?;,__~- •'fl .. . r,; -I. .,. NORTH 0 10 20 40 SCALE 1 " ~ 20' •'. 3'-0" HIGH BLACK VINYL COATED CHAIN LINK FENCE • > SWALE DRAINAGE 2% TY INDICATES GROUND COVER/ UNDERSTORY Pl.ANTING TYP. + PLANTING NOTE: REFER TO CIVIL ENGINEERS CRADINC AND EROSION CONTROL PLANS FOR TYPICAL LOT CRADlNC AND DRAINAGE, PAD ELEVATIONS, SLOPE HEIGHTS, AND DAYU LINES. NOTES CONTRACTORS PROCEDURE .coR PLANT MATERIAL INSTALL.ATIO ALL BE IN COMPLIANCE WITH THE CITY OF CARLSBAD LANDSCAPE MAN . ITY CODES ANO ORDINANCES. AND AT A MINIMUM BE INSTALLED TO Tl--lE O OF THE CITY OF SAN DIEGO STANDARD DRAWINGS AND THE CITY OF SAN DI LANDSCAPE TECHNICAL MANUAL. NOTIFY OWNERS AUTHORIZED REPRESENT E 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT IN CTION SCHEDULES . VERIFY EXISTING CONDITIONS, 01 . $IONS, AND ELEVATIONS BEFORE PROCEEDING WITH WORK. NOTIFY LANDSC ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS N THE PLANS IES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDIT! TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTI SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL R ONSISILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO T KNOWN DISCREPANCIES . LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY AND RESUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACE IN CONJUNCTION WITH DAMAGED UTILITIES. LOCATION OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, TRANSFORMERS. HYDRANTS. ETC ARE APPROXIMATE. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH PROPER EXECUTiON OF WORK. OBTAIN All SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS FROM ON-SITE EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY. SUBMIT IMPORT SOIL TESTING RESULTS FOR APPROVAL PRIOR TO IMPORTATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY 'NHIBIT OR RETARD NORMAL PLANT GROWTH. AFTER ROUGH GRADES HAVE BESN ESTABL'SHED IN PLANTING AREAS, HAVE SOIL SAMPLES AT LOCATIONS INDICATED BY THE LANDSCAPE ARCHITECT HAVE SOIL SAMPLES TESTEO BY SOIL AND PLANT LAB, :714) 558-8333, FOR SOIL FERTILITY. AGRICULTURAL SUITABILITY TEST ANO SOIL PREPARATION RECOMMENDATIONS. TAKE TWO SAMPLES AT EACH LOCATION. (1) GROUND LEVEL TO 10'" OE!:P. (21 24' TO 35- DEEP. EACH SOIL SAMPLE SHALL CONTAIN APPROXIMATELY 1 OUART OF SOIL TO BE LABELED PER LOCATION AND CEPTH. INSTALL SOIL PREPARATION AND BACK FILL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY UPON RECEIPT OF WRITTEN CHANGE ORDER FROM THE OWNER. SUBMIT SOIL REPORT TO CITY INSPECTOR PRIOR TO PLANTING. m~-,Al!-.+,..,.;~h-'-:,,1(-:._ __________________ BENCH AND TRASH RECEPTACLE PER OWNER LOCATE AND TAG ALL PLANT MATERIAL. MATERIAL SHALL BE !N CONFORMANCE WITH PLANTING LEGEND. NOTES AND CITY STANDARDS. ALL PLANT MATERIAL IS SUBJECT TO REVIEW AND APPROVAL PRIOR TO INSTALLATION PROVIDE PHOTO OF REPRESENTATIVE EXAMPLES OF EACH TAGGED SPECIES TO LANDSCAPE ARCHITECT MINIMUM 21 DAYS BEFORE ANTICIPATED DELIVERY. PHOTOS SHALL INCLUDE A PERSON FOR SCALE: PURPOSES. LANDSC/\PE ARCHl,ECT MY OPT TO REVIEW THE PLANT MATERIAL AT THE GROWING NURSERY. MATERIAL DELIVERED TO THE SITE MAY :lE REJEC,ED BASEC ON UNHEALTHFUL APPEARANCE OR NON-CONFORMANCE WITH CITY STANDARDS EVEN IF PREVIOUSLY REVIEWED BY THE LANDSCAPE ARCHITECT OR OWNER. o/ . ' ..: -,, .. . :J • ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FOAM. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER'S REPRESENTATIVE 3'-0" HIGH TUBE STEEL FENCE (PRIMERED AND PAINTED BLACK) ON TOP OF 3'-0" HIGH CMU BLOCK WALL G ~) PLAN,ING QUANTITIES ARE GIVEN FOR CONVENIENCE ONLY PLANT SYMBOLS ANC SP~C:FIED PLANT SPAC,NG SHALL TAKE PRECEDENCE. AT THE EDGES OF PLANTING AREAS. ,HE CENTERLINE OF THE LAST ROW OF SHRUBS AND/OR GROUNDCOVER SHALL BE LOCATEC NO FARTHER THAN ONE HALF OF THE S?ECIFIEJ ON-CENTER SPACING )].,:'\ .:?}_;;·~).'" ,.,_ })~/'. ~-: . }::-~/r:.~ "-~ -~-.. ,. -. ,., . :- \ --.. ' \\ ~ I,. :, -,, \_-. '. ,\. \_ . '> •• ... ,,,-~·••., \ ·'\ \ ~. ~ \ ---\ .. \ ---~ \ . ' ' . \ I ;; '\ B~.•~~.~ " /0_ / • ' __ ,. , / '{ 's,--. ;:,, ,. AP VED _FOR PLANlll\l :" ' ·- IRR TloflsbNLY, INcl:Ut - PR SI! Lb'CATION OF \.,Pl -- HALF COURT BASKETBALL (MIN 42"X50) 11 SWALE DRAINAGE 2% TYPICAL IO fF-1. ~. 5' WIDc CONCRETE PEDESTRIAN WALK □ INSTALL GAOUNDCOVEn ANO OR SHRUB MASSES WITl--1 TRIANGULAR SPACING UNLESS OTHERWISE INDICATED PROVIDE FERTILIZER TABLE'S FOR EACH CONTAINER GROWN PLANT 1 GALLON ANO LARGER AS INDICATED BY -HE DETAILS. ALL TREES WITHIN 5· OF PAVING SHALL BE INSTALLED WITH A ROOT BARRIER, BY DEEP ROOT CORPORATION (800) 458-7668. REMOVE ALL NURSERY STAKES AND ESPAIUER RACKS IMMEDIATELY AFTER INSTALLATION UPON PROVIDING SUPPORT PER THE DETAILS LIST ON THE PLANT MATERIAL GUARANTEE ALL TREES THAT HAVE WORK PERFORMED WITHIN 6' OF TRUNK. DURING THE LENGTH OF THE GUARANTEE PERIOD, BE RESPONSIBLE FOR PROPER STAKING AND/OR GUYING OF Tc!EES TO ENSURE STABILITY MULCH ALL LANDSCAPE AREAS HAVING LESS THAN A 2:1 SLOPE WITH 3 "DEEP LAYER OF MEDIUM GRIND MULCH AT 'HE CONCLUS:QN OF PLANTING OPERATIONS. (CITY INSPECTOR TO APPROVE MULCH SAMPLE PRIOR TO DELIVERY TO SITE) CONTRACTOR SHALL NOT INSTALL TREES IN ANY EASEMENT UNLESS APPROVED BY THE CITY OF CARLSBAD. STREET TREES WILL DE PLANTED AT A MINIMUM 13' PROM FACE OF CURB AND WILL MEET TI IE CITY PLANTING REQUIREMENTS. NO TREES SI IA.LL BE INSTALLED IN THE STREET CORNER VIEW ZONE OR ANY EASEMENT UNLESS APPROVED HY TIIE CITY !{JR l'LANTINC UcCEND, 1 IYDRCJSEFIJ \1IX, IJFT/\1I . ..S /\'\11.l NOTJ,S SEE SI IEET SEE Sl !EFT 24 FOR SURR()UND!NC A RF/I PLANTING IVY . LANDSCAPE ARCHITECTS · INC. 757 W. lvv Street -San Diego', California 92101 (619) 235-5360 OF CARLSBAD ------·~·-·· PLANNING DEPARTMENT PLANTIN LANS FOR: CARLSB ... ,.,.. TRACT 84-32 LLAGE UNITS I & II C.M.W .D. 82·302 PLANTING PLAN .. J -··•· CONTRACTOR SHALL; A. ON SLOPES 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS Al'l'LY COVER CROP (Sl;E HYDROSEED MIX SHEET L.2.10) AND JUTE MESH PER THE CITY OF CARLSBAD LANDSCAPE MANUAL (SECTION IV .E). B. ON SLOPES 4' TO B' IN VERTICAL HEIGHT APPLY COVER CROP, JUTE MESH, GROCNDCOVER, AND LOW SHRUBS (SEE PLANT LEGEND SHEET L2.10) PER THE CITY Of CARLSBAD LANDSCAPE MANUAL (SECTION IV.E). C. ON SLOPES IN EXCESS OP 8' VERTICAL HEIGHT APPLY COVER CROP, JUTE MESH, GROUNDCOVER, LOW SHRUBS AND TREES OR LARGE SHRUBS (SEE PL.ANT I .. ECEND SHEET L2.IO) PER THE CITY OF CARLSBAD LANDSCAPE MANUAL (SECTION IV.El E, F. G. ON ALL SLOPES, OR AREAS INDICATED ON THE PLANS, OR ANY ADDITIOt\AL AREA INDICATED ~y THE CITY FIRE DEPARTMENT, ADHERE 10 THE CONDITIONS OF Tl !E FIRE PROTECTION PROGRAM POLICIES AND REQUIREMl:NTS IN THE CITY OF CARLSBAD LANDSCAJ'E MANUAL (SECTION IV.f' & SFCTION VI F.2-1 & F.2-21 ON ALL STRffT MEIJI ANS INSTAl .. l. l'I,ANTINC !'ER THE RcQUIREMENTS Ol' Tl IE CITY or CARLSBAD LANDSCAPE MANLAL (SECTION VI (2-1. D.1-1. D.2-1 & D.3-1) ON ALL STREET MEDIANS INSTALi, IRRIGATION !'FR THE REQUIREMENTS OF THE CITY or CARLSBAD LA.\JDSCAPE MANUAL (SECTION VI C.3-1) ON ALL STREET CORNERS INSTALL !'LANT MATERIAL PER THE REQUIREMENTS OF THE CITY OF CARLSBAD LA \IDSCAPE MANUAL (SECTION VI C.4-l) FITIJESS GLUSTEA (29' )( 29') 7 STATIOIJ FITIJESS CLUSTER# 1eeeee, lldGTALL PER MArJUFACTURER'G SPEOIFIO.-.TIOW9. FITIJE66 EQUIPMENT B¥. LAIJDSCAPE STRUCTURES IIJC., 661 7TI I ST~EET SOUTH, gEbAIJO, MIIJIJESOTA 66328 PHOIJE· (612) 972 3391 lileNCt,i GOIJOAETE BEIJOI I # S 6A B S16 LSB, IIJSTALL PEA M.-.riuF.-.OTURER'S !.F!EGll=IGATIONS. BEIJQI I B¥. DURA ART STONE, P.O. BOl( 666, FOIJTAPJA, e.-.uFORIJIA 9233-4 Pl IOIIE: (71 4) 358 9888 PICPJIG TABLE GOIIGRETE TABLE# S BPT -4 B S18 LSB, IIJSTALL PEA MAIIUFACTUAEA'S Sf!I.G II= !CATIONS TABLE 8¥: DURA ART CTOt•E, P.O. BOJE 666, FOPJTAPJA, GALI FORNI~ 9£394 P~IOIJE: (71-4) 358 9888 TRASI-I RECEPTACLE TRASII RECEPTACLE #CTR O 618 LSB ST BL:AGI(, IIJSTALL PER MAPJUFAGTURER'G GPEGIFIOATl0t49. TAASI I RECEPTACLE B'J' BUM Al'IT STOIJE. P.O. BOX 666, FOlffAIJA, CALll=ORIIIA 9233~ Pl IOIJE: (71-4) 358 9888 . ···---·------------------------------------- CONTRACTOR SHALL PROVJDE ANO INSTALL a.a FIVE GALLON _ CL YTOSTOMA CALLISTEGIOIDES (violet trun-pet vine) AT LOCATIONS DETERMINED BY THE OWNER/LANDSCAPE ARCHITECT ALONG RV PARKING WALL / / 1 I I I )' / I ' / / / I I I SEVEN STATION FITNESS CLUSTER ON SAND BASE. -,-.----~'--..,;...."""7"--f-j._,.-+-H-t-~,-,."1'1:r9--t't--h--7"'7"'---,-~ (MINIMUM 29'X29') ~t"ta.-.:::1Jr 1"!JFF /$~FU e, ~I -~ L -----+--~ I ' ' / / '/ I ' . ---~--- ~ ! ....... '\ -·'--.. ,,,,,.. ...... ' ' \. .•. \ \ _,.,...,----\ ' ' ' ·, ', ·, ', ', ', ' ' '\ ' '\ \ '\ ' \ \ \ \ \ \ \ . '· ', \ \ \ '\ \ \ ' \ \ ' I ', "· ' ' \ \ \ NOfE: REFER TO CIVIL ENGINEERS GRADING AND EROSION CONTROL PLANS FOR TYPICAL LOT GRADING AND DRAINAGE, PAD ELEVATIONS, Sl,OPE Hlij,£HTS, AND DAYLIGHT LINES. --------- I 0-----.----:-:=~::-:-::. ,,---::· ~::--:H:-°"':--'-· ______ __,_t'r:ff'i;.ff--tr-"7.lr-'-------'":;;~~ht::t+-~H~~--:=~rt~.-t" / / -/ / / ------ / / t fl.A-r-:, 8 IV"C:C,. (fYF S'(l'i-) . INDICATES GROUNDCOVER UNDERSTORY PL / / ' ' ' ' \ I ,-f7='J!0~·8 .' 124 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING \ PRECISE LOCATION OF PLANTING AREAS. 1~2f/J'l7 , ~ l., /,/, /j\EDJY-40 X.A1~U..!. ~lll!:bi,1L-~. . I I I I I 0.t. T'E l""!TIAl Ot~ll'tEffi' OF wo,u,q REVISION OESCl'llPTION I \)'tlDSC~,o '<,CJ ~ ,;,'<' LIG. 2145 -1,s, ' / / ' \ / ----.......______, ............... _ .. ------- . G I 0 I NORTH 10 20 I I " C" !J t SCALE 1" = 20· w ,. 11, rlA ·.; ./' " f A IVY • LANDSCAPE ilCIIITI!CTS . INC. ~ 757W. lry Street -nAlf ~*, ' · San Di"l!(I. ulifoniia 92101 OF CAL\t le.. . ., _ (619) 235-5360 40 I :10,U-,l./1 I Ub 's,.E:ET[1 CITY OF CAR LS BAD ~ ! ! 30 . [ PLANNING I DEPARTMENT ~ ' ! ' ' PLANTING PLAN FOR: CARLSBAD TRACT 84-32 - COBBLESTONE SEA VILLAGE UNITS I & 11 I ' ' ! ! APPFIQll~/..•I [~J/_ f 2 0,/ PLANNING DIRECTOR ' ASSISTANT DATE OWN !IT ' ""OJ(CT. NO □-I bttMG NO. CHK O !IT· ' OA rt INlflAi.. C.T, 84-32 345-9 L SMT FIELD IIK, I HO CIT'T _.,P,.IIIOVAL, C.M.W.D. 82-302 PLANTING PLAN I ---•· J _ •NOIO l,IOOIIIC (Of POUIION CONTRACTOR SHALL; A. B. c. D. E. ON SLOrES 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS APPLY COVER CROP (SEE HYDROSEED MIX SHEET L2.IO) AND JUTE MESH PER THF CITY or CARLSBAD LANDSCAPE MANUAL (SECTION IV.E). ON SLOPES4' T08' IN VERTICAL HEIGHT APPLY COVER CROP, JUTE MESH, GROUNDCOVER, AND LOW SHRUBS (SEE PLANT LEGEND SHEET L2.10) PER THE CITY OF CARLSBAD LANDSCAPE MANUAL (SECTION IV,E). ON SLOPES IN EXCESS OF 8' VERTICAL HEIGHT APPLY COVER CROP, JUTE MESH, GROUNDCOVER, LOW SHRUBS AND TREES OR LARGE SHRUBS (SEE PLANT LEGEND SHEET L2.10) PER THE CITY OF CARLSBAD LANDSCArE MANUAL (SECTION IV.E) ON ALL SLOPES, OR AREAS INDICATED ON THE PLANS, OR ANY ADDITIONAL AREA INDICATED BY Tl IE CITY FIRE DErARTMENT, ADHERE TO THE CONDITIONS OF THE FIRE PROTECTION PROGRAM POLICIES AND REQUIREMENTS IN THE CITY OF CARLSBAD LANDSCAPE MANUAL ·-rI0N IV.F & SECTION VI F.2-1 & F.2-2) ON ALL, • El:iT MEDIANS INSTALL PLAI\TINC !'FR THE R[QUIREMENTS OF THE CITY ARLSBAD LANDSCAPE MANUAL <SECTION VI C.2-1, D.J-1, D.2-l & D.3-l) F. ON ALL STREET MEDI INSTALL IRRIGATION PER THE REQUIREMENTS OF THE CITY OF CARLS5AI) DSCAPE MANUAL (SECTION VI C.3-1) G. ON Al.l. STREET CORNERS INST A LAVI' MATER I AL PER THE RfQUIREMENTS OF THE CITY OF CA AD LANDSCAPE MANUAi. (SECTION VI C.4-11 TOT LOT . TOT LOT #114748 (2 TO 5 YR. OLD) "SPACE STATION", INSTALL MANUFACTURER'S SPECIFICATIONS. (26'-3" DIA. CLR.) TOT LOT EQUIPMENT BY: LANDSCAPE STRUCTURES INC., 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328 PHONE: (612) 972-3391 TRASH RECEPTACLE TRASH RECEPTACLE #S-TR-D-S18-LSB-ST-BLACK, INSTALL PER MANUFACTURER'S SPECIFICATIONS. TRASH RECEPTACLE BY: DURA ART STONE, P.O. BOX 666, FONTANA, CALIFORNIA 92334 PHONE: (714) 350-9000 BENCH CONCRETE BENCH# S-6A-B-S18-LSB, INSTALL PER MANUFACTURER'S SPECIFICATIONS. BENCH BY: DURA ART STONE, P.O. BOX 666, FONTANA, CALIFORNIA 92334 PHONE: (714) 350-9000 CUF)VJLINEA --- ' I~ \~\) ' . .9g~ ~~ 0·' ~ ~ t! i/'\ 1~ ""- \ rJ..o NOTE: REFER TO CIVIL ENGINEERS GRADING AND EROSION CONTROL PLANS FOR TYPICAL LOT GRADING AND DRAINAGE, PAD ELEVATIO SLOPE HEIGHTS, AND DA Vl.fGHT LINES. CONTRACTOR.SHALL PROVIDE ANO INST AL!. 30 FIVE GALLON CL YTOSTOMA CALL!STEGIOIDES (viOlel trumpet vine) AT LOCATIO DETERMINED BY THE OWNER/LANDSCAPE ARCHITECT ALON GE PICAL , a . ' BENCH (TYPICAL FOR 4) TRASH RECEPTACLE (TYPICAL FOR 2) STRIAN CONCRETE ---- -f MULTI R:IRP--0.SE TURF AREA "'-.. 3 4-'l'. 5· ·. , __ 34-S_ KEY MAP t --:----- --___ .. ...=----·· ~-"'----~ -··---·----· ------ 0 NORTH 10 20 40 SCALE 1" ~ 20' IVY · LANDSCAPE ARCHITECTS · INC 757 W, Ivy Street . Saa Di"llo, Ca.llfonaia 92101 619) 23S-5360 PLANTING PLA CARLSBAD -+---+-----·---··----· ----· ·-· -+-----t----+---, ,lPPIIO\/E0 ASSISTANT II APPROVED FOR PLANTING AND D*N l!Y ___ PIIOJECT, NO OA.lwtNG 110. IRRIGATION ONLY, INCLUDING . ,,._,_•~-•N_II_,._,__, REVISION DESCRIPTION SHT OAT(_ """" jrtL0o\~.----C.T_ 84-32 345-9 L PRECISE LOCATION OF PLANTING AREAS. ~•_".N'-'.::':"•~•:::• ~a~r ::..,~o~~•L __ _::~.:::::.:.:~:_::'._~:_ __ l:":'.'..0_[~c~,TY~••~•~AO~•~•~, ~::::=:::;:::;::=::=~:.-:::=::::::::::::::::::::::::::::::::~::::::::::::::::::=::=::::!J C.M. W .o_ 82-302 PLANTING PLAN & MATERIAL SYMBOL BOTANJCAL/COMMON NAME SIZE TL) EUCALYPTUSCLADOCALYX 15 GALLON MIN. SugarGum 0 METROSIDEROS EXCELSUS 15 GALLON MIN. New Zealand Chri5tmu Tree ® 4 114CJJ e!> :fl.thll.1&315 P!Nl.15 ELl)A.RIGA 15 GALLON MIN. Ea rn; Llm:et Pi..s r,1.,,,1,.,1 F'tnc. @ PINUS FUJARICA 24" BOX MIN. Mondell Pinc 0 PLATANUS ACERIFOI.I/\ '8Iood~OO<J-15 GAL.LON MIN, London Plane T rec IR ldb•,P,111 ~l"B9X .'H~I. U'c> Nlt.H()L./1 l!:f,6,At-Hf>/. P,ef'l'~rm1n-l- 0 QUFRCUS ILEX Holly Oak 0 R 11\JS LANCEA Afdcatl Sumac SCHINUS MOI.LE + Calirornia Pc:ppcr Tre!,'.; TRISTAN IA CONFERTA Brisbane Bm SY BO BOTANICAL/COM:MON NAME SHRUBS/GROUNDCOVERS PELARGONIUN PELTATUM ·Bakan' Ivy Gemnium (PINK) PELARGONIUN PELT ATUM 'Bakan' Ivy Geranium (LA VEND ER) ACACIA REDQLENS N.C.N. CISTUS SALVIFOUUS Sagclea.r Rockms:c COTONEASTER LACTEIJS Red Clo$tcr lk:rry HEMEROCALLIS HYBAIOS 'TEQUILA GOLD' Daylily LONICER/\ JI\PONIC/\ 'HAl,LIANA' llall'~ Honeysuckle MYOPORUM 'PAC"IFICUM" N.C.N. NERIUM OLEANDER 'Petite Pink' N.C.N. RHAPIOLEPIS IN(JICA 'SPRINGTIME" lnJi;) I bwthom(" ROSMARINUS OFrtCINALIS 'PROSlRAlUS' [)warf Roscmmy 15 GALLON MIN 15 GALL.ON MIN, 24" 80)( MIN. IS GALI.ON MIN. SIZE/SPACING FLATS 1'--0" oc. FLATS ]'-0" o.c. !GALLON 10' -{)" o.c. 2 3/4" LlNERS 4' -0" o.c. ]GALLON 16' --0" o.c. JGALLON 2'~" o.c. PLATS !'~" o.c. 2 3 / 4" LINERS 2' --0" O.C. JGALLON 3'--0" o.c. JGALLON 4' --0" o.c. FLATS Q\JANlTTY ..l,,!11 110 , -X: 137 ~ 21"/- ,;,,r 8 J,,Mf f/0 'i! 11 /,lj'f/!50 :IR :)!! a,~ QUANTITY 14940 72(,() 1970 206 502 3348 EDGE OF PLAN TING AREA \/ \/ \/ \/ \/ \/ ----• ' •-----•-----•-----•-----• \/\/\/\/\/\/\ i\/\/\/\/\/\1. . C) '--'!z OU ,,, <( ....___ Q. N (/) V ----•-----•-----•-----•-----•-----•--/\ /\ /\ /\ /\ /\ ;:,"t ,S EQUAL NOTE, A. ALL SHRUBS/GROUNDCOVER SHALL BE PLANTED AT [DUAL SPACING <TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS SEE LEGEND FDR SPACING REQUIREMENTS. (';\ SHRUB / GROUND COVER SPACING ~-___;_ ______ _ N.T.S HYDROSEED MIX 'A' FOR THE PROJECTS INTERIOR SLOPES: LBS/ACRE SPECIES 3 1 6 8 5 Eschschotiia calilornica Gazania splendens Lolus cornicutatus 'Kala' Alyssurn royal carpet HYDROSEED MIX 'B' FOR THE PROJECTS STREET SLOPES LBS(ACRE SPECIES 5 1 0 , 5 3 6 3 Alyssum carpel ot snow Verbena tenuisaecta. Atriple;r; semibaccata Minirnulus puniceus Br17ia maxim;:i MINIMUM PURITY l GERMINATION 98175 90/60 95185 98180 MINIMUM PURID'. I GERMINATION 98180 90175 90180 2155 90180 98/70 TIJRF GRASS "MARATHON 11" or approved city equal 4'50 LS 7ACRf.: ·:,ouri,,-AND' f'llARAT!-1()/J][ ~ HYBRID TALL f'E'Se.U~ CS~D) /500 L.8!,/At..1<.E: PtBl?:R M/JUH (/,JOOO i!EU,...JJl-05/?:), 100 L.85/A{.J{E.' !000 Lf!:4/AlRE: IZ/1;,.j/Z C.0MFtECTE, PEiKT'I/...IZ.~R. Achiellea cerise queen HYDROSEED MIX 'C' NOTE, USE GROUND COVER / UNDERSTORY PLANTING WITH SPECIFIED PLANTING MATERIALS WHEN SHOWN WITH THIS PLANTING SYMBOL. DELOSPERMA 'ALBA' White Trailing Ice Plant BRUSH MANA(iEMENT PROGI~AM BAS IC REQ_l.J.IR£t.1____filITS_ THE REQUIR!,MF.NTS AS STAlED IN TIIIS SECTION ARE NOT SUPERCEIJEIJ BY THE SPECIFIC Rl'.QUIREMENTS IDENTIFJH> f'OR EACH ZONE GRUB81NO (THE REMOVAL OF VEGETATION DESTRUCl"ION HY REMOVAL OF OR DISTURBANCE TO. THE ROOT SYS"JEM O Y ANY MF.ANS INCLUlllNG CHEMICAL) FOR TIIE PURPOSE OF BRUSH MANAGtMFNT IS PROHIBITED IN AREAS WITH SLOPE GRADIENT OF 2: I OR STEEPER. FOR ALL ZONES. PLANTS SHAl.1. NOT BE CUT BELOW SIX I1':CHES DEBRIS AND TRIMMINGS PROOUCH> BY THINNING OR PRUNING SIIAI_I. RE REMOVED FROM TIIE SITE OR IF LEFT SIIALL BE CONVFRTED INT() MULCH BY A CIIIPPINO MACHINE AND EVENtY DISPERSED NON-IRRIGATED TO A MAXIMUM lJEl'l"II OF SIX INCIIES. TREES ANO LARGE TREE FORM SIIRUBS (E.G. OIIKS, SUMAC, TOYON) WHICH ARE BEING RETAINED SI JAi.i. !lE PRUNED TO PROVIIJF Cl,FARANCE OF TIIREE TIMES THE IIEIGIIT OF Till"' UNDFRSTORY PLANT M/\TCHI/\L OR SIX FEET, WIIICIIFVER IS HIGHER. DEA() ANIJ (.XCFSSIVF.LY TWIGGY GROWTII SIIALL ALSO HE RE\10VEO. /\l.l, Pl.ANTS OR PLANT (;ROUPINGS EXCEPT CACTI, SUCCULENTS. TREES AND TREE-FDRl1 SHRUBS SIIAI.I. BE SEPARATED BY A DISTANCE TIIRF.F. TIMES THE I IFIGIIT OF THE TALLEST ADJACENT PLANTS. ' NATIVE Pl.ANTS SHOULD BE ABLE TO SURVIVE WITH SUMMER WATER PROVIDE AND MAINTAIN A PFRMANENT IRRIGATION SYSTEM rem /\I .I. LANDSCAPED AREAS. DO NOT USE. AND RE.110VE IF NECESSARY, Hl(;Jll_Y Jl.AMMARI.F. Pl.ANT MATERIALS MAINTAIN ALL PLANTINGS IN A SUCCULENT CONDITION. ORNAMENTAL TYPE PLANT MATERIAi. WITH IRRIGATION ON TIIE PROJf:.CTS INTERIOR MANUF/\CTURl'.ll SI.OPES TYPICAL. NATUR/\1,IDNG TYPE Pl.ANT MA1ERIAL WJTII IRRIGAJ'ION ON TIIF PROJECTS PFRIMFTER MANUFACTURED SLOPES TYPIC/1I ... ' FOR THE PROJECTS PERIMETER SLOPES/ FIRE SUPPRESSION ZONE MATURE HEIGHT LB/ACRE SPECIES MIN[/v1UM PURITY/GERMINATION 6" TO 12" 1' TO 2' 6" TO 12" 2' T03' 1' TO 2' 2' TO 3' J)"_I_Q 1211 2 --· 1 2 5 3 5 6 8 2.000 300 100 Achiella Cerise Queen Eriogonum lasciculaturn Eschscholiza Cali!ornica Mimulus puniceous Vulpia rr1ier0Stacys Slipa putchra Hordeum calilornin1m Wood Cellulose Fiber 16 20 o Fe11ili1er Stabilizing ernulsion 50120 10/65 70150 2/55 90150 7Q/60 90180 The above slurry mix is tor bid purposes only Conlraclor sllall obJain soil samples and have samples tested by certi1ied soils testing laboratory Contractor shall provide slurry mix per recommendations of the soils report at no addi11onal cost to lhe Owner. Hydroseed mix available lrom· S&S Seeds P.O. Box 1275 Carpenleria Calilornia 93013 Phone· 805/684-0436 Fax· 8051684-2798 !\OTES: ALL Tl IIN'-JING, REMOVAL, PRUNING, REVEGETATION, AND IRRIGATION PROCEDURES ARE SU!lJECT TO REVIEW REVISIONS BY TIIE flRE ClllEF. PLANNING DIRECl"OR, ANU Tl IE CITY INSPECTOR ./\LL PROCEDURES SI IOULD BE APPROVED PRIOR TO IMl'I.Frvll!NTAI ION. A SAMPLE BRLJSII MAN,\GEMENT TEST PLOT SIIALL BE ESTABUSIIED FOR CITY REVIEW ,\ND APPROVAL PRIOR TO BEGINNING BRUSII MANAGEMENT PROGRAM. STREET TREES WILL BE PLANTED AT A MINIMUM 13' FROM FACE OF CURl3 AND WILL MEET Tl IE CITY PLANTING REQUIREMENTS. NO TREES SHALL BE INSTALLED IN THE STREET CORNER VIEW ZONE OR IN ANY EASEMENT UNLESS APPROVED BY THE CITY. (ON PUBLIC STREETS, PLANT TREES 13' FROM FACE OF CURB) (ON PRIVATE STREETS, PLANT TREES OUT OF GENERAL UTILITY EASEMENTS) APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. " PREVAILING WINO LEGEND 1. CJ:NTER TREE IN BASIN, SET CROWN 1 ABOVE GR AOE 2. BASIN. MULCH PER SPECIFICA TJONS 3. 2•x10· STAKES PER SPECIFIC/\ TIONS (SEE PLAN FOR SINGLE OR DOUBLE 4. STAKE REOUIREMENTSf TREE TIES PER SPEC! ICAITONS 5 TEMPORARY 3" BERM 6. PLANT TABLETS PER SPECIFICATIONS 7, BACKFILL PER SPECIFICATIONS 8. UNAMENDED NATIVE SOIL BACKFILL FIRMED TO SUPPORT PLANT 9. ROOTBALL 10 SCARIFY EDGES OF PLANT PIT NOTES; A. REMOVE STAKE WHICH COMES WITH PLANT fRQM NURSERY B. PLACE PARALLEL TO CURB OR WALK WHERE POSSIBLE C ON SLOPES PLACE STAKES ON EITHER SIDE or TRUNK AT SAME ELEVATION D. IN fLAT AREAS. PLACE STAKES ON EITHER SIDE Of TRUNK PARALLEL TO PREVAILING WINDS 3 c::::; 2X DIAMETER OF ROOTBALL 0 TREE PLANTING 24" BOX OR SMALLER A~-------- N.r.s. 1 -0 "--' <-1~/._/ _ __j 3 LEGEND, 2X OIAMETER OF ROOTBALL / I. CRO\IN OF PLANT TD BE PLANTED 112•-1• ABOVE FINISH GRADE 2 BASIN 3 PLANT TABLETS PER SPEClfICATIONS 4. TEMPORARY EARTH BERM 5. BACKFILL MIX PER SPECIFICATIONS 6. NATIVE S□IL NOTES, A. f □R REQUIRED PLANTING METHODS REFER TO SPECIFICATIONS (NOTE SPECIAL TREATMENT) B. FOR SLOPE PLANTING SHAPE, SHAPE UPHILL SIDE or PLANT PIT FOR SMOOTH, CONTINUOUS TRANSITION TO FINISH GRADE (2,1 MAX> 8 0 SHRUB PLANTING Bi-----------N1s ---- 'I-z:t!.-"' ~-J.. ,}J I/\ pp,,-PJ.-ANT/f,/b L-E&eNA "T ~u,~ 1$ : /0 11-·'11 1~11r l CITY OF CARLSBAD ~ : . PLANNING DEPARTMENT ~ ; 1 PLANTING PLANS FOR: ' ' . -· CARLSBAD TRACT 84-32 COBBLESTONE SEA VILLAGE UNITS I & II bAovEO;~tt/ le3 /-7--2 STANT p -, .. NING DIRECTOR. -DATE ' O*N8Y~--'I PROJECT, NO DR Aw11tG NO. :· j,. • { 1,_.1 r IA\ $Hf OAH. !Nltla\ CH•08Y-____ , _____ ' L . ----------:1 REVISION DESCRIPTION FIELD 9K -----I C.T. 84-32 345-9 f"l(,l~ff p or WORK NO CITY _.,p~~OV"l C.M.W.D. 82-302 PLANTING DETAILS & NOTES c. I). E. F. 11 e en rn1a;&r.10J1 amt- bplanati-of Dr■•ing ■s Pue to tbe scale of the Dr ■wi119•• lt is not poasibJe to indicate all offsets, fittin9 ■, slce•e• and other coa,ponents which -r be required. C.refullT i11•esti9ate .the structural and finiahed conditions affect.h>g tbe voirt ■nd plan woirt accordingly. Furniab such fitti119a and ~ts --Y be requintd to -t a11cb C<>ZAitiOQs. Dr-in<Js are 9e1erally di119r n .. ic and lndicati,re oft- voct to be installed. ln■tall the wort in socb a rn-i~r an to ••old ~onflicts between irrigation sy■t•-• plo.ating, and arc:bltectoral fe ■tur:es. Bqul1 rr1t shown la pa•ed ar:eag is for deaigll clar iflcation only. In• t • 11 · such eq,,,11 e11t .witbill planted areas vbereTer: posaible. DD .ot willfully l■stall tbe irrigation ·■yst-u ■h on the Drawio,g• wben it i• ob•iou ■ in tbe field tut unt-n abstn,,ctio-, gr:ade differences or discre,panci- in area diaensions eirist that right not bave bee■ CODBidered ill e119i_.r:lA9. aecord aad All-llailt Dr-1119■1 Pro•ide Owner with• reproducible set of •Aa-Ba1lt Dr-incJs". Qaarantee the landsenpe iirrigatioo ayat-foe a period of ooe year. Provide a -.ritten ■tat-~<At of 9-rant.ee to include, at a •in1-• l. Irrigation ■y ■te• furnlahed and inatalled 1• fr- f11:011 defects lo -terials and '"°rk•an ■bip, and the wort baa beeu corpleted in ■ccordance with t.he Dr-i.ngs and Specification■, ordinary -ar and tear :td -u•val abll8e, or t>e9lect ••~peed. 2. 11,gi-ec t.o repaiir or rephce ■oT defects in -t•rial or vortro,abip which -y de•elop durinq the period of one year frcn1 d.itte of acceptance and also t.o repair or rep.uce any de•n9e resulting fr011 tho, r~ii-:u,q or replacinq of auch defect ■ at. no lldditioa.al cost to the O...er:. 3. llate ■ocb repaiirs or rcplaccw.at■ within a rea■onaible tiw after cf!Ccipt of written notice fr011 the Owner. If unable to aate sue~ rcpait• or ccpla~nts withla said r:euonable ti.e, authorise the Owm,t to proceed to ba•e -id repairs oc rcplac-nts -de at Contcac-- tor's eirpense. Contractoc to pa~ tbc costs and cbarqea tb,cl[efore upon "-and. Product Mandling1 U■e all -ana necessary to protect irrlqation ■y■t -teriala ~fore, durincJ, and after install.l!tion and to protect the installed 110.:l. .end -teclals of all ot.ber: trade■• In the e,re,nt of daaagc, 1-ediatcly .akc all repair:■ and replacewnt ■ necessary, to the appr01ral of the 0-er a.-d at no additioo.nl cost to the Owner. Nini-acquire-rents for Piping and Fit:tinqa: l. bbestos C"9Cnt: Cl-■ 151, AINA C411. 2. ca■t-lron fitting for N:P1 ANSI 21.11 and AWA Clll. 3. Gal•ani...cl ateeli Schedule 41, gal•anized •ild ■teel acre .. ed pipe. 4. Qal•anised -llcahle iron fittings: AIISI B-16.3. 5. Bard drawn copper Type a: MISI e-2,.1 ar:d ASTII B ••· ,. •cou9bt cop"r or bronae ■older fittlngt.. AJISI a- 1,.22. SOider 51/51 tin/lead. 7. PVC coa■ta11t pr-■ure -1n line piping 2 inches and lar9•r1 bbber-riit9 joint, PYC Cl-• 1,1, or •ol .. nt -ld joint, PYC Cl-• 315. I. PVC conatant pre■■ur:e -in lille piping 1-1/2 inches and s.&ller1 Sol•ent wld joint, PVC sc:.bedule 41. • t. PVC interaittent pre ■■ure lateral line pipin9r Sol•ent veld joint, PVC cl-= 211, Sc:b.dule 41 where Uldicatn. 11. PVC fittin9 ■i PVC Schedule 41 solvent veld and factory .anuf.-ctured, or sebedule Cl with rubNr-riJtg joint. . PVC Pipi"9r 1. ln■tall r9C plastic pipe and fit.tl1119s below 9rade. 2. nc piper ■sF-appro•ed Type 1. Crade I co■pou.nd coaforaing to Mini D 1784. l. PYC Schedule 41 and Schedule II piper AS'ffl I) 1715 ■ad ASTII I> 24''• •• PVC Cl••• 1,1, Cl■•• 211, and Cla■a 315 •olYent veld ■ad 11.ia<g-Tite pipez A6'nl I) 2241. 5. PVC ■olfttlt c-nt, A6'nl D 25,4. 6. UVJt-P'IC "'Birowline• Piper llhere called for, on-9rade pipe ■hall be UVR-PVC pipe anchored fll foot inter- ••l•. Install per -nufacturer'• rare ndationa. c. cote Val,res and Val,re Bo11:ea1 J 1. Uae gate ••I.,... of tbt ._ siae as tbt pipe linen in which they are installed. ,Moro GfO0Jfl(" ("Ollftnt.&.tl(U,1 •• I. 1:. L. •• 2. ror ■ises 2 inches and -11er:r 151 pow)(! aat11rated steaa r■ted1 brass body -AS'nl B 621 ■crewed joints, non-risill<J ■t-1 screwed bonaetr ■olid disc, -lie-- able iron "tee• handle or handvb-1. 3. Por sises 2-1/2 inches and lnr9err 211 pound o.w.c., iron body -ASnl A 126 Cl-• Br flanged joints, QOn- r l ■ing ■tea, bolted bonnet, double disc typer equipped with square operating nut. 4. Provide two operatillg keys for val•e• buried 11 inches or deeper. 5. Val•e Boa:e■r Lock lid type, 11djustable I" I .D. concrete ■1-,r,e 11th cut !rot. lid in paved are••• Plastic with bolt down lid in pl1nted aireu. All aball be -rted •pRV•. •ave•, or "~ resp~ti••ly, vith station nu.heirs for cootrol ••l••• ■tenciln in white oo the ••lTe cone. l. Use type -1-dicated OQ the Dr■wiog ■• 2. All piping bct-n point of connection ■nd backflow prevent.ion anit to be of ■aterial •• required by local code and/or COunty Be.nltb Depart.eat. <:beet T.nl._r Anti--draill nl-• aball be of bea,ry duty Yirgin PVC or be .. • construction with r.J.P. thread inlet and outlet. .Intecnal part ■ ■t..11 be ■tainl••• steel and 11eoprene. Anti-drain ••l•e• aball be field ad- jaatable IMJ■inat drainoat fror 5 to 41 feet of bead. n.c o.ati-drain •aln, where indicated on the plan■, shall h,o,re an exe1t•• flow feature which will autuaa- tically stop the flow of -ter when it ea:ceeda the C.P.N. preset by the -.Jufact.urer. Tbe anti-drain •al~ ■ball autoratically reset it■elf when tbe -ter prcasurc in relie•ed. Anti-drain and eireean flow ••lve ab.ell be si ■ilar to the Valcot1 ADV-u, Jt.oinbird Sll-1, or appro•ed equal. Coatrol lfi 11: Ing r 1. Use direct burial copper wire AlfC-0.F, ,11 nilt for• connection• between the autoratic controller and the ell!!Ctric coot.col •al•e ■• llo wire ■lac less than 114. Dae bl.ct color vlre for pilot, white for cc ~n. 2. 121 YOlt wire ■hall. be per local code -to tn,e and qQ&lity. . 3. Ioatall wiring along --route a■ pre-are supply or lateral line■ where9Cr poaaible. _ 4. Where .are than one wire i ■ placed in• trench, tape wiring together at ten foot iJlter••l•. 5. Pro-.ide ■11 e,rpansion earl wit.bill three f-t of e.-ch wire connection. ,. Nate splices with kotcb-Lot 13577 Connector Sealing Pact ■ or Pen-Tite wire com1ector ■• Dae one aplice per connector -•~~ng ps~~ Field splice• will not be peraitt.ed. Bpriatler lead■r 1. U.e sprinkler bead• of the ■a-aise, type, and ••- ratt: of precipitation with the dia-ter (or radius) of throw, pres■are, and di ■charge as abovn on tbe l>raviD9a •. , 2. All •pr inkler bead■ of tbe -.. type to he of the ---nafacturer. 3. Io■tall in the riser nipple of each in,paet sprinkler ooc line aiired VAL CON t.JWV Anti-Drain Val'rt". .. ter &apply 1. Syst-d-i9n la baaed on alo!•1• operating preaeuce abmm at each potit. of connect.ion. Kaxl-GPfl de.and specified. Verify all pre ■sure ■ on site prior to con•tiuction. 11:lectrical Supply, 1. 121 volt electrical power outlet controller to be pru.ided by other ■• clcct.ric■l connection of aatoaatic not.let. for aut.o■atic llake r,eqaired controller to 1. Prior to all lfOtk of this ■l!!Ct.lon, carefully in■p@'Ct the inat.alled vort of all ot.be,r tradet: and Terify that all· ••ch wort is co•plet.e to the point where this 1-tal.ution -, propcrlJ c,u.-nce. 2. Yecify that the irrigation sy■te. will be installed in strict accordance vith all pectinent code• and re9ulatio■■ • the or iq inal des i9n • the ref ere11ced •"•nd-nc~, ._, tbe ranufacturer'• r~-1ndatiQbS. 3. Verify all field conditions inclodin9 property lines, tight■ of -Y• _tract boandarlea, ease.cnts, and any other le9al or physical cl-at as requited for t.bc ■ucce■aful C<Mll'l<tion of the proj@Ct. o. 4. 5. 7. TrenchiD+J •· Provide • alni•u• of eighteen iPcbes c:o,rec for all pressure supply line■• b. Pro•ide a ■ini-of t.-l•e inches co.er for all inter•itt.ent pres■are 1.at.eral line■• · c. Pro•lde • ri11i•u• of eighteen incbe■ co,,..r for all control wiri09. d. Do aot. ~ctfill treacbea Ulltil all required t.e•t• are pcrfor-4. e. Carefully backfill trenches vitb appro•ed -teri■l. .-suitable -terial, illcluding eloda a11d r~t• o•er 2-1/2 iQche• in •ize, ■ball be re•ovcd fro• the preaiaca and di ■po ■ed of l4119aU.7, at ao c-t to the Owller. TrenchiD+J and 9ackf il~r h•ia+J r a. All pipe under: pa•ed area■ to be PYC kbedule 4o iJlstnlled ~rior to pavi09. b. In additio11 to control vice •1.-e• ■hovn on the Drawing ■, inatall wire ■lee,rea of sufficient aise ander all paved ■re .. prior to p■Tiag. c. Bactfill trenches witb sis inches of Nod below pipe and thr" i11chu above pipe and corpact hi Loyer■ to t51 relati•e coapaction. d. rre■aure teat all pipi119 ander pa•in9 prior to p.•inq wort. e. Pipin<J required under existing pav-nt ■ball t,.e inst.ailed by jaekin<J, boring or bydraullc dri•i119 ezcept: t:bat no bydraalle dci•iog will be pct· ■itt.ed under a■phaltic concrete pave Ent.. f. ~re cutt.in<J or breakiD<J of ea:ist.in<J pa•.,...nt is nccca ■ary, ■ecure per■i ■■io11 fro• the Owner before cutti09 or breaking the pa•-nt and th--k• all nccea-ry repairs and replace•ent ■ to the approval of the Own~r and at ao additional coat to the Owner. Io addition to control wire ■lee••• ■b01fll on tlM Drawings, install wire sleeves of ■afflcient aise under all pa•ed •r•-prior to pa•ing. Electric Coatrol Val,resi a. lnatall val•-•• ■hown on detail drawings. lfben grouped together, allow at least twel•e incbea (12•1 between ••l•es, •illi•u• ■ix inches ,,., fro. a11y walk or ■t.racture. b. In ■tall each •al•e in a ■eparate •al•e bos. Valve bozcs i11■talled near walk ■, curbs, beader- boards or pa•ed areas aha.11 abut. and act. flu•b vitb tbc t:opa of these aurf•cc■• c. O,Uick couplinq •al•-■t..11 be set appro•i-tcly twelYe illcbea c12•1 fr°" vnlk ■, curb ■, header- boarda, or pa•ed ar•-• where applicable. •• Flash irrlgat.ilNI ■yat.e. pipi~ prior to inatalLllti- of spri..tl•r Hada. · t. lnatall the ■prlntl•r bead••• de■ignated on the Dr■wi119 ■, Do not ea:eeed •••i•u• •pncin9 of bead• indicated on the Drawinv• and in no c-e ea:ceed U.. -.1..-rec011-nded by t.be aaaufaetarer. Field Quality Control• 1. Fla•b and adja•t all ■prinkler bead• for opti ■- perfor ■ance and to pre•ent over ■pr ■y onto walk ■, roadw■ys, and buildings a• •ucb •• ponaible. Select the beat degree of ace to fit existing ■ite condi- t.ioaa. 2. Set all sprinkler bead• perp•ndicular to fini•hed vr•de• unle•• other:viae cleai90ated on the ocawi.119 ■• 3. h■tln9 of Irri9ation sr■t-1 •• lefore teatin9, fill the line with .. tar for a period of at lea■t (24) hours, b. rerfor• a co•ernge t.e■t in the preaence of the Landscape Architect to deter•in• if the watec coverage for plantin9 ■re■■ 1• co■plete and adequate. Perfoni thia teat before any 911:ound c:onr I• planted. c. Test all prea ■ace line ■ ander bydro ■tatie pre•aure of 125 pound■ per aqUare inch, and prove watertight. Su ■tain prassure in line• for not le•• than four(4) houc ■• If leaka de•elop, replace joint• and repeat teat until entire syatea i• proven .. terti9ht. d. Pressure teat all piping under pa•ed area■ an+l<tr hydrostatic preaaure of 151 pound ■ per ■quare inch, and prove vatertl9bt, prior to pavin9. •• All bydroatatie test■ ■ball be -de only in the presence of tbe Landscape Architect or other duly authorised representati•e of tbe Owner. Do not place backfill until te■ta have been approved. f, Furnish n-■■ary force puap and all other teat equipaent. 9. upon co.pletion of each phase of vork, test and ■djuat entire ■y■t•• to -et site require-nta. 4. The entire aprintler irrigation ■y ■t-shall be undec full autoaatic opecotion for a period of ■even (7) day ■ prior to planting, The Landac ■pe Architect re■ervea the right to val•• or ■borte11 th• operation period. I l ■«IN l'LAftIJlc: A. Soil Suitability and Fertility Analy••· aeportr 1. In addition to theae docu ■ent ■, co■plf with tbe recoa-endatlonn of tbe Soil Suitability and Fertility Analyaea Report,•• dic.cted by the o.ier. 1-a. Refer to City of Carlsbad Landi;cape Manual (section IV.C, C.3-2 thru c.3-2.4) and comply c. I!. r. G- 2. Where no ■oil ■ report 1• available, obtain an agroQo■etric aoll teat after rough 9rading h•• been corpleted. Soil test ■ball be -de by Soil and Plant Laboratory, Orange, CA (714) 282~8777. at Owner• a e•penae •. Send copy of ■oil■ J'eport and rec~nda- t Ion ■ to the .t.andacape Arcbi tact. and City Inspector. Report shall include specific recommendations for: a. Soll ••endaent., fertiliaec and cbeaical con- ditioner application rat•• for ■oil prepacation. b. Plant pit backfill •111:. c. Auger bole re,qulra.enta (where applicableJ. d. Poat-pl.aating -1ntenance fertiliution. l. Soils report reco■•endatlona ■ball take precedence one any ■ini-application cat.ea specified herein. Quality u■urance1 1. Furnish plant -terial• certified by State or Federal Depart-nt of Agriculture to be free fro■ baurdou ■ ins.ct• or apparent di-•••·· 2. Furnish plant aatec ial ■ Inspected by Landscape Architect at the growing ■ite and tagged or othen,iae appro•ed for deliTery. Inspection at growing aite does not preclude right of rejection at construction site. 1. Sub ■it. deli•ery ■lips fot -■t.erial ■ to Ovner to verify specified quantities of soil a ■end ■ent ■, fertiliser ■, aulch and any otber bult deliveries. 2. Seed •iat.ure1 rurni•h dealer'• 91U1ranteed stnt-nt of ca.position, •iirt.ure, purity and ger■ination. Product DeliYery, Storage and RandlimJi 1. Deli•er fertiliser to site in original unopened containers bearill<J -nufactarcr's guaranteed chc■ical analysia, naae, trade -ck, and confor■ance to state law. 2. Deli •er plant •ater ial vitb legible identification label•. l. Protect plant -terial during deli•ery and while on site to pcevent da-lJe t., root ball oc dasaicatlon of lenvea. 4, flaintain and protect plant -terial not to be pl ■11ted within four hours of delinry. 5. ae■ove unacceptable plant -t.ecial fro• job cite i~iately. Job ConditiOQsr 1. Perfor ■ actual planting only when weather and soil conditions are auitable in accordance with locally accepted practice. Subatit.otiOll■i 1. Substitut~ plant ••t•J'ial for th• indicated plant -terial will not he per■itt.ed unless specifically approved in writing by the Landscape Architect Guar ■11tce1 1. 2 • l. Cuarantee boxed and field grovn trees to •11-.e and grow• in an •acceptable, upright position• for• period of one year after cu.pletion of the apecified aaintenan<:e period and final acceptance. Definition of •11.e and 9rov• and •accept.able upright position• ■ball -an that the tree -.iat, during the 9uacantee period, ■ustain a healthy, •igorou• appearance. If the tree, during the guarantee period, doea not au ■t.ai11 tbia appearance, rcaove and replace it with a tree equal to the original SpecifiClltiona. Replace or repalc a11y cla-qe to contiguous planting, ■trac t.urea, lighting or irrigation ■yste-durill<J replace- -at operations. Guarantee all cuttings, aod ■nd container plant .. tcrlal up to .end including l5-9allon siae •• to growth and health foe a period of ti daya aft.er completion of tbe ■pecified -iot.enance period and final accepta11ce. Re•o•e and replace all guaranteed plant .. teriala which for any reason fail to -et the rcquireaent.■ of the guarantee vlthi11 15 daya of written notification by Owner. aeplace vitb plant -terials ociginally spe,cified and provide original guarantee. APPROVED FOR PLANTING AND 757 W. Ivy Street IRRIGATION ONLY, INCLUDING 'S.... Di"!!<', Califoruia 92101 ,J>i'1DSC,1~ <,..<:J ~ f!,<l.' LIG. 2145 -</')'>(l "> A 1:, Bf '.l(jW,, E ... w .,,., n "' lrt''-"" -"N'F --, >I, ~l~N~TU ~ 1n•rn-. r1 ""-;.;,;....._ DATE !'1, Of" CA L\i!f!J9, A IVY ~ LANDSCAPE ARCIDTECTS • INC. PRECISE LOCATION OF PLANTING AREAS. (619) 235-5360 r-----~=~~:::'...:::=..!.:.:::.:.::.....::~.!:.!:~c.:...:..:.~~.!.=!T---,:-----r.==:::':============~;:::::-==;-i , f----+---+----------' ...--+---------t-----1 ~ C I TY O F CAR LS 8 AD 1---1------1------------------........ 1--t-----+--------1 [ 33 j PLANNING DEPARTMENT 0.& f( 1,.ltlAl. EtitG1'1HPI o, WOl'IIK REVISION OESCRIPTION ' ' CATE !NITl;.l CITT ,a~flMOYAL C.M. W .D. 82-302 SPECIFICATIONS FOR: CARLSBAD TRACT 84·32 COBBLESTONE SEA VILLAGE UNITS I & II ASSISTANrl.p'UlNNING DIRECTOR ' I I P"QJECT. NO C.T. 84-32 DAAwl!fG NO. 34s-9 L SPECIFICATIONS a. Plant .. tabliat int Periods 1. 11ln1-31 calendar day■ to be cw,pleted b@fore · the IAnd■cape Archite<it will re<::c-aend •ccept•nce by the Owner. I. Tvpaoil1 1. 2. 3. "· 5. U■e n•tar•l fri•ble ■oil of the r@9lon, free froa Jaap■, clay, toxic ■ab ■tance ■, ■tick ■, debri ■, ve9et•r~on, ■tone■ o•er one inch in ■lniau■ diaen- sion, and containing no deco■po■ed ■tone, ••It ■, alkali, 'herbicide■ or noxiou■ weeds. Silt plu■ clay content not to exceed 151 by -ight. Boron content not to ezceed 1 PPII •• --■ured by tbe ■-tucation eztr•ct. Sodi1-absorption ratio (SAR) not to ezceed, •nd the elect.rie&l conductivity of the ■aturation eztract not to exceed J., ■illi■ibo■ per centi•ter at 25 de,Jree■ centig.:ade. IIIP');t top■oll, rurni■b and ln ■tall per rec-.enda- tion■ of ■oils report. .J. Or9-...ic Aaend■.ent1 1. ■itr09en Stabilised, •· 1.4 to ,.11 II t>.■ed on dry weight for redwood ■awdu■t. b. , • 51 to I .141 ■ baaed on dry -ight for fir or cedar .. wdu ■t. c. I.I to 1.21 ■ baaed on dry weight for fir or pine bark. 2. P•rtlcle Bise, a. b. c. ,s-1111 pa■■in9 1.35 -11/4•) ■tandard ■ieve. 11-1111 pa■■in9 2.38 -(lllo. I, 8 -■b) ■tandard ■ie•e. f-311 pa ■■ing 511 ■lcron (■o. 35, 32 ■e ■b) ■tanda1td ■ie•e. 3. SOlllble sa1t■1 a. llazl ■u■ 3.5 ■illi ■ho ■/centi ■eter f25 de,Jreea centigrade•• deter ■ined by the ■aturation ••tract -tbod. k. Organic aloll Conditioner with rert111Mr1 1. o ■e Gro-Power-Plua •• ■anaf•ctured by Southern Callforni• Or9arilc Fertilizer Co. (213) 245-684,. L. 0C-•1rcial rertilinr1 1. 2. o■e co ■rcial fertiliser, lfflifor• in Cl>Wij;")■ltioa, fr-flowing, confor■i119 to atate and federal law■, and ■ult.bl• for applicatioe with equlpaent de■i9ned for t.bat purpo■e. 12-12-12 ■nl••• otberwi ■• lndi- c■t-4. Where b1dicated, ■ff Agr1fora Pl•nt Tab■ 21-11-5 21 gr-tllblet ■ at rate pre ■cribed in ■anufacturer' • written •~ificatioa. •• Plant .. terlals 1. U•• plant• of th• ••riety and aiae aa indicated on tbe Dr•win9a. · 2. 3. T•g on■ each of each bundle or lot vi th the plant ..._ in aecord■liee with the recoaaandationa of tbe ,_.rlc:.n Aa■oci•tion of ■ur■ery■en. o■■" plant.■ t.bat haYe a habit of 9rowtb that 1• nor-1 to the ~iea, are ■ound, healthy, •1goroua and fr•• fr011 in■ect pe■t■, plant di■e-■••• ■un ■cald ■, fre ■b abra■lona of th• bark, e■ce ■■ive •braaion■ or other objection•! dl■flgur-t ■• Tr .. trunk• to be ■turd}' and -11 hardened off. U■e plant■ which ba•e nonMlly vell deTelo~ branch •y•t•-and •igorou ■ and flbr:oa ■ root ■yate-■ vhich ar ■ not root nor pot.bound. ■• Tree Stalte ■r condition) (hfer to Drawl119■ for app1toprlate type/- o. P. 1. 2. 3. Copper ■apb•banat-e c;reen CClor i■pregn•ted Lod<J• Pole Piner a. 11 ffft lon9 for 5 9allon and 15 9allon b. 12 f .. t lon9 for , ... bo,: and l■r9er. . St .. 1 Pipe Stake■1 a. 2 .. (2-3/8" O.D.) Schedule ,1 gal ••nla ■d ■teal b. pipe. 11''"'. long vit.h cap. Paint flat black. Tr ■• tlear . •• Bingle atalte1 Cinch-tie •• -nufactured by b. V.I.T. Co.pany. _,.. b Double ■taker Twl ■t-brace •• ■anufactur ..... Y V.I.T. Co■pany. Vine Tie■1 Clear plastic di■c vith eye to receive green plaat.ic co•ered Tine tie■• Secure di■c to aurf■ce with •pproved adbe ■lve. Berbicide■, Pre-..er9ent ■nd/or contact. herbicide ■ to be provided and applied only u per the recoaaendation ■ of• licen■ed peat control agent. Q. Gravel Smie.-1 B. o. v. • 1. l/4• to 1• dla■eter aharp cruahed rock 9ravel, Rydraalic keding ll&terial ■r 1. Piber1 ·cellulo•e fiber. Coawed 8ydro Nulcb or Siln Fiber. 2. Pertllizer·1 · 1-3-2 ♦ 31 re Ol Gro-Pover ·Plaa. 3. Or9•nic Boll Stabllant1 Bc010<1J' COntrol■ N-Blnder. . Soll Prepar•tion Nia1 1. Por all turf and groand co•er •reu (ezcluding ■lc,s,.• oftr 3r1J. 2. Niatur• per 1,111 s.r.1 •• , cu. J'd•• nitrogen atabillaed nrganic .---d z,t. b. 15 lb■• 12-12-12 Cc:.aerclal fer~lllser. c. 211 lb■• Agricultural (;ypaUJ1. " -■ckfill SOil Riss 1. Top■oil• (Dae 1-port top■oil when required by aoil• report) , pact ■ by Tol119e 1-a. Refer to City of Carlsbad Landscape Manual (section IV.C, C.3-2 thru c.3-2.4) and comply 2. Or9anic Aaend:■ent1 4 part• by •ola■e . 3. Agrlfor■ fertilizer tableta1 tablet size 21 gram a. per each 15 gallon plant -' tablet ■ b. per each 5 gallon plant -3 tablet ■ c. per each 1 gallon plant -1 tablet d. boa tree■ -l tablet per 1/2• trunk caliper e. flaf size plant -1 5 gram tablet Preparation& 1. Verify that final grade• ba•e 1>4!,en e ■tabliahed prior to beginning planting o,.eration■• 2. Do not work ■oil when ■oisture content i ■ ao 9reat ~h•t exce■•i•e co■p,111ction will occur nor when it la ■o dry that duat vil.-tJr• 1n the ,ur or tnat clod• will not break readily. Apply water aa required to provide ideal -.ol ■ture for filling and·for planting. 3. Re ■ove and dispose of all weeds •nd burled debrl• ·found upon any excavation to any convenient legal du,ip or offaite loe.tion at no expen ■e to Owner. 4. 5. '· Kake all soil areas a ■ooth and even with finish grades 1 • below the ■urface of walt·a, paved areas and eurba and ■liqhtly Jess than flush with catch basin ■, .,.nholea cleanouta, valve boxe ■ and ■i ■ilar fe•- tur••• City Engineer may require finish grade to be flush at sidewalk along public streets- Cu 1 t l vat e •11 are•■ to be planted (e,:cept ■lope■ great•r than ltl) to• depth of at lea ■t ,• ■o that the aoil 1• Joo ■e and friable. ror the top 2• of ■oil in all cultivated area ■, re•ove •11 ■tone ■, root• and other deleterious ... tter which ■ight be • hinder•nce to planting •nd .aintenance. For planting area■, unifor•ly broadcast and thoroU9h- ly incorporate to a depth of «• ■oi 1 a-nd•en t ■ by -an ■ of rototiller or accepted equal. Pl.anting, 1 . 2. 3. 5, 7. I. Do not. c__,nce planting until all con■truction work, grading, aoil i•p~ove•ents rnd lrrl9atlon ■yste ■■ in■tallation have bfltn.co.pleted. Wbea pl•nt. ■•terial i• ■paced in rowa, Terlfy the total diJ1ension and apace the plant ■ equally within the designated area. Where plant aaterial ill ■hovn ln a ,andoa pat.tern, apace the .. terial as ■hown on the Drawi119a and aa directed by Land ■cape Architect. Space ground cover planting as :indicated in a randoa pattecn and not in •traigbt row■• bcavate plant pit■ a■ indicated on Dr•vinga. Pro•ide 9ra1rel filled augec drilled drainage •~• for all tree pit.■ •• indicated on the Drawing■• See plan det•il■ for nu-bet and ■ixe. • Bet pl•nt■ in plant pit■ ■o that they bear the ■•■e relation to ■oil level when planted•• they did when in container. Center plant in pit. llactflll plant pit vith ~!fled ala. llackfili pit with ■oll •i,: to half 1ta depth and water t.ho1toughly. Backfill r.,..inder of pit with ■oil ■ix. rir• down, eli•inating all air pocket ■• Do not pack. For ■ a ■hallow baain around the plant to bold enough water to ■aturate the root t>all and backfill. Water planta ln 1-diately after planting. rill all planters with backfill soil ■ia to within 2• of top. 1-ediately after planting operations are co■plete, all beds and pita ■hall be dressed ■o •• to •chieve a neat and pre ■entable appearance. •• Staking of Tree■, x. Y. 1. A. •• l. Single ■t■te: •· Stake tree ■ designated to be ■taked, •• per detail, with stake on windward ■ide to tree. b. Bet trees in plant pit, drive one tree ■t•ke 3e• to fir■ ■oil nezt to root ball, backfill pit with prepared ■oil •la. c. Secure tree to ■take vith two •c1nch-Tt-• per -nufacturer'• recc:.aendation■• 2. Double St•ker a. Set tree11 in plant pit, drive one lodgepole tr- stake to firm 11011 rie,:t to the coot ball on each aide and backfill pit vith prepared ■oil ■la. b. Secure tree to stakes with •Tviat-brace• per .. nufacturer 'B recoa■end.ation ■•· Planting ltOoted Cotting■i 1. Allow •11 plant -terlal• specified a ■ fl•t ■tock on planting plans to r .... tn ln the flat• or liner ■ antll ti-for t.:anaplanting. Provide ■uff1cient 110i11tare to flat •oil •o t.b•t the ■oil doen not fall apart vben tran ■plantlng plant fro■, the fl•t. Pl•nt each plant with it ■ proportionate ■aount qf flat ■oil in a .. nner tbat vill in ■ure a •inl_.,. di ■turbance to tb■ root ■ystftl. 2. Topdreaa •11 rooted cutting• planted area ■ with aulcb 3" tblck. Submit sample to City Inspector prior to delivery to the site. 1. 2. ,. 5. 1. Prior to ■owing -.ed, -ke the ■urfac:e of the area to be ■e.ded aufflcient.ly looae and friable to re<iei•e the •eed. low ■eed evenly, 11:erci ■e care to keep the ■eed ■iztare anifor■, •YDidin9 uneven dl•tributton. Apply •t rate a ■ ■peclfied on the Drawin9a. Pollovia9 tb■ aowin9 of •••d and appllc:ation of ■ulch, apply vat.er in a ■anner which keep■ ar••• ■ol ■t, but not •ll ■t•nln9 w■t, -til ti■e for the final lnapectlon. Where deprea ■ion ■ have developed, fill with accepted topaoil, lightly co•p•ct and bring up to finiab grade. b ■•.d filled •r•a•. If ■ny a■eded ar•a• are planted prior to the plantin9 of tr"• and other container -terl•l, th■ Contractor ■h•ll be ra■ponaible for any daage to the ■eeded area cau■ed by hi ■ operatlona and ab.all rapair any da.aa911e at bi ■ open••• Prune pl■n-t ■ only at a ti-of planting and ac:curding to ■t•ndard horticultural practice to preserve the natural character of the plant. Prunln9 to be done unde-r aupervi■ion of Land ■cap,e Architect. lle■c>ve all dead vood, aucker ■ and broken or badly brui ■ed branch••· Tree ■ which have daaaged or crooked leader■, or ■ultiple leader ■, unl••• spe,clfied, ■h•ll be rejected. Uae only clean, aharp tool ■• Paint cut ■ over ·3/<&• di.-ter, cov■rin9 ezpo■ed area with tree paint. P'I I t lllffJIIILII ~ .., ■IJW?Ffi-, Plarit B■tabll ■b.ent1 1. 2. 3. The plant e ■tabli ■tu.ent period ■hall be for a ■ini•u■ period of 31 calendar daya and ■ball be co■pleted before the Landscape Architect will r ■co ■■end acceptance of the Conatruction contract by the Owner, Plant e■t•bliah■ent ,.eriod will be eztended beyond the ■pecified period vhen planting ■ have not reached eatabliatt.ent in accordance vith the Specification•. Any deci ■ion■ r~arding adequacy of plant eatabli ■h -nt aball be deter■inad by the Landacape Architect. Prior to co■pletion of tbe e ■tabli ■baent period, ground cover• and turf gra ■se• aball con ■l ■t of a unlfor ■ cover where a ■iniJ1UJ1 of 81 percent of the ■eed 9er■inatlon percentave certified by the ■eed ■upplier baa germinated and pre ■enta • healthy, vigoroua color •nd ■h•ll ezbibit growth to• alnt..ua of one inch (l•) ln hel9ht, 4. Ground cover ■ planted fro. flat■ and rooted cutting■ ■h•ll not ezhibit di-back at the co■pletion of the e■tabli ■h-nt period. 5. 7. Tree■ and ahrub■ at co■pletion of the ••tabliab■ent per!od llhall not ahow evidence of die-back. Any ■eeded area vhich baa not developed acceptably in the judgement of the Land ■cape Architect aball be reaeeded-by tbe Contractor. ■o ~oapenaation ■ball be -de for re ■eeding area■ where ■eed ha■ not ger- ■inated and grown, Shrub ■ and tr••• which •re dead or ■how evidence of die-back ■hall be replaced by the Contractor with nev, vigo,oaa, and healthy planta. llalntenance1 1. nd for I The contractual -intenance period ■ball ezte 61 calendar days froa the date of acceptance of the Con ■truction Contract by tbe Ow11et. I 2. During the •pacified -int.enance period tbe project will be ■ade ••ailable for the Ovner'■ a ■e. The Contr•ctor ■hall conduct bi ■ -1ntenance operation• in ■uch a -nner a■ to aini•ixe inconvenience to the OVn•r~ 3. It la the intent of this ■ectlon to pro•ide • l••el of ■aintenance that vill pre ■ant. • J>l•••lng and dealr•ble appearance at all ti••• 4. TUrf IL■lntenanc•r •· Nov all turf are ■■ weeklJ, or •• needed to -intatn the height ■peclfied. !'he border ■ ■hall be neatly edged. Tri ■ turf around ■prinkler bead■ aa needed to provide -1:i■u■ water cover- age. Raaove all cutting ■• b. Now turf to the following ■ini■u11 hei9ht■s 1) 1-3/4* (OCtober through Nay) 2) 2-1/4• (June tbrou9b Septe■ber) c. Irrigate t;urf •• nece■■ary to -intain a proper growth rate and opti ■mi appearance. d. llaint•in turf areaa in • weed-free condition. c. d. •• f. 9. h. Apply a pce-e■ergent crabgr ■■a control to all turf area ■ between February 15 and April 15 before ■oil te■perature exceed ■ 45-4, d@9ree• r. Initiate cheJ1ical control of broadleaf -eds •c required to aalntain a •weed-free• turf condi-tion. Adju~t vater application to co~penaate for changes in -ather. Contractor will be respon- sible for d .. age ■ occuring due to underwat.eri119 or overvatering. All replacements ■h411 be -de vith original type ■aterial or alternate ■ •ppr:oved by the Laaw~c:ape Architect. Repair or replaceaent of equipment d■-aged a■ a result of Contractor's negligence eball be replaced at the Contractor•• ezpenue within one watering period. D■-age not resulting froa Contractor'■ D@9ligence ■hall be reported proaptly to the· Landacape A.:cbitect, t09ether vith an e•ti ■ate of coat■ for cocrection of the condition. Contractor rill be re i ■bu r II ed : he vhole ■ale coat. of vandalia:ed -.it.erials and parts upon presentation of pro,.erly itemired list of da11:1aged -terials or equii::-ent. All ■yate■s ■hall be operationally checked by tbe contractor a ■inizlua of once per ve•k. • Irrigation shall be aceoapli11hed between lf p.■• and 7 a.■• Irrigation scheduled at. ol:ber tl■e ■ ■ball be subject to approval by the Landacape Architect. · 9. Cene,al l'laintenance, •• b. c. d. e. f. b. Vegetation, either new or previoualy e11isting, shall be pruned or tri-,;l to prevent overhanging sidewalks at less tb.sn seven feet (7') in height or at roadways at l""" than fourteen feet 114' I in height. All operations ■hall be conducted ■o aa to provide aaxiaua safety for the public. Leaves, paper, weeds and any other d"bris ahall be reF10ved ft-landsc.ap~ areas and di ■poaed of off-site by the Contractor. Contractor 1rill cl,.an sidevalt ■, roadways, and any other a.:eas affected by bis aaintenance operations. ~otific.ation of all •specialty type• .. intenance operations ■ball be given to the Owner ,e hour■ prior to each oft.be operations by the Contrac- tor. •Spt,cialty type• .. intenance operations•~• defined as: Fertili%ation, p,-~ergent applica- tions of ·berbicid"•• turf aerification, tua::f dethat.ching, preventive application of turf fun~icid", and annual type bedding plant replace- aa@nt.n. Wber,ever berbicidea are aaed, Contractor ■hall apply the., when air curr:no-,. ar" atil1, to prevent herbicide dr iit 0,1~0 a ljo<.ning property and no,-target planting an1 to p~!--ent any to,:ic expo■ure to per ■on■ whether or not they a~e in or on the grounds. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. Contractor &hall c...,.:,ile and ■aintain •••-built• Drawings of all work including ir.:igation ayate,a .and including accur&te loc1ttions and aerial nuabera of all .. ;or COlllpOnenta. A coaplete set of •aa-huilts• drawn in int on a reproducible aedillJII ahall be delive.:ed to the Landscape 0>,NOsc4 ' Archiiect beforo, acceptance of t.be project. •Aa-"'"<,,~ u..i,,. ~-1,s, built&" shall be co .. plete and accurate to the ~ , satisfaction of the Landscape Architect. {;,. ~ ~-::\\ During tbo, contract per ioa for construction and 1.11,:; El aaintenance, tho, COntracto, shall pa, the coat of ~P" 1 Alli\ ~· all vato,rc and electricity. Required penoit11 for •), &;· •· ~ water and electricity •hall be held in the na..., ~;:, DAit ri,.+'~ of th" Contr11ctor du,ing the c:onetruction and ?"ioFC1''-1<f:O ••intenance period. At co■pl,.tion of tbe , •aintenance period, utility billings ■hall be /i.······· IVY -LANDSCAPE ARCHITECTS· INC. t ran" fer red to tho, na•e of the owner and any .... 757 W. Ivy Street proportionate ■onthly utility billings shall be 'S..Dl"lo,Callfond■92101 prorated, based on -ter .:~adin9s; . , .. ·•·':'· =·={~6;::l::::9):::23:=::::S-:::~:::::::::60:::::::=::::=====:==:=:::::=i"it~~--~:il~ 1 , -,. ----LH3.£4ll I CITY OF CARLSBAD ,_ ---··· ---------PLANNING DEPARTMENT -·------------- ~·-.----·-~ SPECIFICATIONS FOR: ---··--1---CARLSBAD TRACT 84-32 COBBLESTONE SEA VILLAGE UNITS I & II -i-----t--·· ---~~~~::;z:,..-;,S;,~· -:::+-=:::::;;===:::::::~~==, ---r---, .. --.... -··---_·-_ ---~-~-= ---·· _______ ._ .. _-_------t-------t~---·-,~_·_·· ---, ~~-P-'tO~f)~(t'.~ A, ff /·?/-f.7 · · ··-----t-----i--------i-----, ASSISTANTCpL1NNING ,.OIRECTOR OAT( --~ _,_, ___ _ (I I. 1 f INt 1 IA l .. ----f '"'VIHU.fll CH WOAt1. . ··-·-------.... --·· -~------------. ----t---i------i----, DA.Tl_ IMHIAl REVISION DESCAIPTION \HT NO CIT' .Ii p,-flOV .U C.M.W .D. 82-302 ~o~.==N=ll=Y=~=;;:~,,_~. -==-~~"~"~O~J~f:~c~,=-~N:;O:=i'r=;OR~A~W;;;ING~:;:;N:;;O:==.L=; CHKO 19Y·~~-C,'I'. g4.32 345.9 f'IELO IIK, ~ SPECIFICATIONS PRESl3URE CALCULATIONS METER SIZE /!tz. '' H.G.L. 3af Fr. ELEVATION ,!.~,x .433; ~::, STATIC PRESSURE REMOTE CONTROL VALVE# E4 SIZE /~'• MAXIMUM DEMAND ±2_ GPM ELEVATION 2.±3 PRESSURE@ RCV ~ PSI PRESSURE CALCULATIONS FOR REMOTE CONTROL VALVE: Jf/i.' WATER METER 4.o --PSI LOSS 2.'' BACKFLOW PREVENTER _M PSI LOSS 2.'' BASKET STRAINER 5.0 PSI LOSS ~GATE VALVE /.5 PSI LOSS -- ~MASTER VALVE 2•4-PSI LOSS 2 0&' ,I-2. '' MAIN LINE ~ PSI LOSS /1/i' REMOTE CONTROL VALVE ..±E. PSI LOSS / 0' 2" LATERAL LINE ./2. PSI LOSS /0' 1 112'" LATERAL LINE .,4 PSI LOSS ~1 114'" LATERAL LINE ·'" PSI LOSS 10' 1'" LATERAL LINE . 3/ PSI LOSS lo' 314'" LATERAL LINE • -f-"!> PSI LOSS /// 112 .. LATERAL LINE , 59 PSI LOSS· 10% FITTING LOSS -2:!!_ PSI LOSS ....±..... ELEVATION CHANGE .L:!.__ E'SI LOSS TOT AL SYSTEM LOSS 32·"° PSI PRESSURE REQUIRED BY HEAD 40 ~-PSI TOTAL PRESSURE REQUIRED 22...·" PSI STATIC PRESSURE AVAILABLE b~ ESI RESIDUAL WATER PRESSURE -~h PSI NOIB: L AIL MAIN LINE SBOWN ARE DIAGRAMMATIC AND SBOWN IN PAVING FOR CLARITY ONLY, ACTIJAL LOCATION TO BE INSTALLED IN PLANTING AREAS, OUT OF RIGHT OF WAY, 2. SEE SHEETS 14 AND 15 FOR IRRIGATION LEGEND NOTES, AND DETAILS. 3. POP UP HEADS SHALL BE INSTALLED WITHIN 10' BOOSIBR PUMP FOR P. 0. C. # 5 TO BE A 'ICONSTANTFLOW" #Jif2. BP z.+ ~ ~ HP-C WJ1H OPTIONS-C.D.E.F,G.B.IJ.K.M. & X. PUMP MOTOR TO BE _f23ru,M, 220 V/</>PHASE. STA TIC PRESSURE: i;_3 PSI. BOOST REQUIRED: 2...4:.YT CAPACITY: !,Q_GPM PUMP AVAILABLE FROM: SOUTHERN CALtFORNIA PUMP SALES (714) 966-1095 FOUNTAIN VALLEY, CAL[FQRNIA All IRRIGATION LINES FROM VAL YES LOCA1ED WITIIlN TIIE FENCE LINE OF SWIMMING POOL AREA SHALL USE POTABLE WATER. -------- ~-------~------· OP ANY PEDESTRIAN ACTIVITY PER CITY OF ~--- CARLSBAD. ~ AUTOMATIC CONTROLLER L TO BE ACALSENSE "ET-1-24", INSTALL IN A PRE-ASSEMBLED HYDROSCAPE BS•! CONTROLLER ENCLOSURE. 117V. POWER TO BE PROVIDED BY BUILDER, FINAL BOOK ;UP TO BE BY CONTRACTOR. ACTUAL LOCATION OF CONTROLLER TO BE VERlFIBD ON SIIB. CONNECT MASIBR VAL VE AND FLOW SENSOR TO AUTOMATIC CONTROLLER PER TIIE MANUFACnrRER'S INSTRUCTIONS. INSTALL PRESSURE MAINLINE OUTSIDE R.O.W. AND GENERAL UTILITIES ACCESS EASEMENT, TYPICAL. PQ[~T OF CONNECTION #_,2_TO llE TO~---·· ------·--- //,',z.RECLAIMED WAIBR METER. INSTALL A2" HAYWARD BASKET STRAINER.A 2" WATTS #223 PRESSURE REGULATOR. A WA TIS #009QT-2" REDUCED PRESSURE TYPE BACKFLOW PREVENTER (PER ALL CODES), A GRISWOLD #2250•2" MASIBR VAL VE AND A CALSENSE #FM-1.50 FLOW SENSOR. CONNECT MASIBR VALVE AND FLOW SENSOR TO THE AUTOMATIC CONT- ROLLER PER THE MANUFACTURER'S IN• STRUCTIONS. (SEE DETAILS FOR INSTAL- LATION). BACKFLOW PREVENTER TO BE PER CARLSBAD MUNICIPAL WA IBR DISTRICT STD. DRAWING ffW-W, INSTALL BACKFLOW PREVENTER WITHIN 24' OF R.0.W. REFER TO SHEET 6 FOR IRRIGATION PLANS OF THIS AREA. COBBLESTONE DR. ey ~ _,_,2-1-*.3 --------__ . --------------- I ------------------------------------------~- 5J.. a: 0 w a: :r: 0.. <( rJ) a: 0 w a: /6,2. (!j) I" --✓ I Cl.. <( (/) NOIB: CONTRACTOR/OPERATOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOIB BEAL THY GROWTB Ol' THE PLANT MA IBRIAL. AT NO TIME WILL THE CONTRACTOR/OPERATOR APPLY WATER AT A RAIB OR FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION. 2.1 3-:Z.. ® f'/., I / VERIFY LOCATION OF R.O.W. AND GENERAL UTILITIES ACCESS EASEMENT, ON CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. REFER TO SHEET 6 FOR IRRIGATION PLANS OF THIS AREA . I _. '\ I • --1/i'' -___ .. - ., It (i'' l(t" . Ii, 'll Y-l I" 11/,Jl l'!o' 1.,- 2' ~~i-' -•~~-~-'-o-_3_• __ '57 23 1 _, . WI-" , "AS BUILT' TITLE REVIEWED BY: INSPECTOR ¾' 'Ii' ' , ' . ! I I ' ' ' i 1L11_· _ ,,.,.u~• -,.----''l;lz-'' -,,,...,. _ _ _ <l' ___ _ _ 1 i1 , 11 '"" /\ U: /\ \l.- ¾" ¾" J.:74" I" - •' 11 l/ II ?114-I" ., I• LOT 109 \ \ \ • (ff) 7£ @ I¼ REFER TO SHEET 6 FOR IRRIGATION PLANS OF THIS AREA. I' t I L "' I i,7 ;t.2- 1/t KEY MAP ·-~~-~ L •---"'~--.. 1 2-1 11 • i<J?p· ' ..,1\ .f;!::.V/f,;£P 5""J-=;e..//-,'/-::L,..P-~ l..::~(_;..A-T/.:>N5 ~ //-2$..Q DATE . DATE • APPROVED FOR PLANTING AND IRRIGATION ONLY, INCWDING paTf 1"1 I ta 1. OAH, REVISION DESCRIPTION IHT -. ~ V ... _ tMHl•i,. . .£BE.r.lSE I QCAILQN,OE_ P-1.ANII~ .A8fAl;L • NC., ...... Of .. o .... ' NO Cln A.P .. fll0¥Ail ' Non;, REFER TO CIVIL ENCINEERSGRADINC AND llROSION CO/lfl"ROL Pl.ANS R'.111 TYPICAL LOT GRADING AND DRAINA<;t J> AD ELEV A TIONS. SLOPli Hl!IGHTS, AND DA yuGHT LINES. 0 NOTE: NORTH . 10 20 I I SCALE 1" .. 20' FOR IRRIGATION N01ES AND LEGEND REFER TO SHEET 15. \)';llD S C,4,, "''() ~ ,_,~ UGI 141 ,t~CI IC 'j, !.1 ' ~ 13 . •:IIR. "' uJ ,·" . . 0 -, • F C~L~ . IVY . UNDSCAPE ARCHITECTS . INC. 757 W. l~y SIIUt . S.., DI ..... CaliCaniia 92101 (619) %35-5360 NEW SHEET ITrJ CITY OF CARLSBAD Lrr:l 5 PLANNING DEPARTMENT 7 ., IRRIGATION.PLAN FOR: C_ARLSBAD TRACT 84~32 . COBBLESTONE SEA VILLAGE UNITS I & II , -. l P fl II O V £Ai<~ . ✓/ /,' (.I, -.t, /_?--2--tz _,,,,.,., /4 . ~ / .. 1./ ' .r .. ASSIST Alff PLANNING DIRECTOR DATE . O'IIIN IY . PAOJ(CT. NO I 011 AWING ltl) . ] CHIIO IY, C.T. 84-32 345-9 L '1[LO 811, C.M.W.D. 82-30~ IRRIGATION PLAN 112 FURNISH AND INSTALL A PREFABRICATED IRRIBOOST MODI BEPGA7-3-2 ONE PUMP WATER PRESSURE BOOSTER SYSTEM AS DESIGNED AND FABRICATED BY BARRETT ENGINEERS PUMPS, SAN DIEGO, CA (619) 232-7867. THE SYSTEM SHALL BE CAPABLE OF PROVIDING A MINIMUM SYSTEM PRESSURE OF PSIG WHILE SUPPLYING A FLOW RATE FROM O TO GPM WITH A SUCTION PRESSURE OF PSIG MINIMUM. PUMP SHALL BE SINGLE STAGE. END SUCTION DESIGN, CAST IRON BRONZE FITTED CONSTRUCTION, EQUIPPED WITH MECHANICAL SHAFT SEAL, BACK PULLOUT DESIGN. PUMP SHALL BE MODEL 30GA7-125 RATED 35 GPM AT 140 FEET HEAD, AND DRIVEN BY I HP, 230 VOLT. I PHASE, 60 HERTZ, 3500 RPM. ODP MOTOR. PROVIDE A METAL OXIDE VARISTOR PROTECTED ISOLATING PUMP START RELAY TO AUTO MA Tl CALLY CONTROL PUMP ON/OFF OPERATION IN CONJUNCTION WITH THE IRRIGATION CONTROLLER. INCLUDE A H-0-A SWITCH TO SELECT MODE OF OPERATION. FURNISH A NEMA 4 CONTROL PANEL, CIRCUIT BREAKER, MAGNETIC STARTER WITH OVERLOAD PROTECTION. AND ALL NECESSARY WIRING AND COMPONENTS FOR AUTOMATIC OPERATION. THERE SHALL BE A LINE MOUNTED FLOW SWITCH THAT SHALL MONITOR WATER FLOW AND AUTOMATICALLY TURN THE PUMP OFF SHOULD THE WATER FLOW STOP. THE FLOW SWITCH SHALL BE SENSITIVE ENOUGH TO REGISTER FLOW RA TES OF I FOOT PER SECOND. THE FLOW SWITCH SHALL OPERATE IN CONJUNCTION WITH A TIME DELAY RELAY TO PREVENT FALSE ALARMS. THE SYSTEM SHALL HAVE SYSTEM MOUNTED PRESSURE GAUGES FOR INDICATING SUCTION AND SYSTEM DISCHARGE PRESSURE. SYSTEM SHALL USE BRASS QUARTER TURN BALL VALVES ON SUCTION AND DISCHARGE LINES. INCORPORATE FULL PUMP SYSTEM PIPE SIZE BYPASS WITH ALL BRASS DISC CHECK. THE SYSTEM SHALL USE TYPE "L" COPPER OR BRASS ON ALL ABOVE GROUND PIPING. PUMP SYSTEM PIPING SHALL BE 2" SIZE ON INLET AND OUTI..ET , ALL PREASSEMBLED. THE SYSTEM SHALL BE MOUNTED ON COMMON STRUCTURAL STEEL STAND WITH PIPE SUPPORT AS REQUIRED. THE SYSTEM COVER SHALL BE 16 GAUGE FOR CALV ANIZED PAINTED STEEL AS INDICATED IN THE PLANS, WITH LOUVRES OR OPENINGS FOR HEAT DISSIPATION AND DOORS FOR SYSTEM ACCESS. THE COYER SHALL BE SECURED TO PASS WITH STAINLESS STEEL HARDWARE. PRESSURE CALCULATIONS METERSIZE _:J___ H.G.L. _M±1 ELEVATION3,L.±i,1 X .433~ !'1, '1 STATIC PRESSURE REMOTE CONTROL VALVE# .:1)3 SIZE I !j.-1' MAXIMUM DEMAND -3,t:_ GPM ELEVATION PRESSURE@ RCV PSI PRESSURE CALCULATIONS FOR REMOTE CONTROL VALVE: ......!..'.'._WATER METER ....1'..±. PSI LOSS _..L"_BACKFLOW PREVENTER ...zc..i._ PSI LOSS ....L'.'....._BASKET STRAINER ...1::.:.£. PSI LOSS ...L.!i"GATE VALVE ...l.c.P_ PSI LOSS __L'I_MASTER VALVE .....2..!.!f... PSI LOSS .MfL~MAINLINE ..t.,_d_ PSI LOSS .J.¼"..REMOTE CONTROL VALVE 7.IJ --PSI LOSS __ 2" LATERAL LINE PSI LOSS 1 112" LATERAL LINE PSI LOSS ...1£.... 1 1/4" LATERAL LINE __.L2._ PSI LOSS __ 1" LATERAL LINE PSI LOSS ...M.'__314" LATERAL LINE ....L:2_ PSI LOSS ..1Q'_ 1/2" LATERAL LINE 2.-? PSI LOSS 10% FITTING LOSS 22. PSI LOSS ...!.]_ ELEVATION CHANGE c,,C PSI LOSS TOTAL SYSTEM LOSS 41, t; PSI PRESSURE REQUIRED BY HEAD ~IJ. (! PSI TOTAL PRESSURE REQUIRED ~ PSI STATIC PRESSURE AVAILABLE .J:!..!j__ £SI RESIDUAL WATER PRESSURE ~~/-// PSI ---__.......,. • \ \ \ AUTOMATIC CONTROLLER I TO BE ------~ A CALSENSE "ET-1-12", INSTALL IN A PREASSEMBLED HYDROSCAPE HS-1 CONTROLLER ENCLOSURE. 117 V POWER TO BE PROVIDED BY BUILDER. FINAL HOOK·UPTO BE BY CON"l'RACTOR. ACTUAL LOCATION OF CONTROLLER TO BE VERIFIED ON srrE. CONNECT MASTER VALVE AND FLOW SENSOR TO AUTOMATIC CONTROLLER PER THE MANUFACTURER'S INSTRUCTIONS. \ 157 4 \ ' \ 156 / / / / 155 \ LOT 227 152 I "AS BUILT' DATE TITLE REVIEWED BY: INSPECTOR DATE APPROVEO FOR p\.AN'fl«l AND IRRIGATION ONLY, INCWDING POINT OF CONNECTION #9 TO BE TO I" DOMESTIC WATER METER. INSTALL A 2" HAYWARD BASKET STRAINER, A 2" WATTS #223 PRESSURE REGULATOR, A WATTS #009QT-l" REDUCED PRESSURE TYPE BACKFLOW PREVEl\'TER (PER ALL CODES), A GRISWOLD i/2250-1" MASTER VAL VE AND A CALSENSE #FM· l.O FLOW SENSOR. CONNECT MASTER VALVE AND FLOW SENSOR TO THE AUTOMATIC CONT· ROLLER PER THE MANUFACl'URER'S IN- STRUCTIONS. (SEE DETAILS FOR INSTAL- LATION). BACKFLOW PREVENTER TO BE PER CARLSBAD MUNICIPAL WATER DISTRICT STD. DRAWING #W-20, INSTALL BACKFLOW PREVENTER WITHIN 24' OF R.0.W. ! 'i' NOTE; I. ALL MAIN LINE SHOWN ARE DIAGRAMMATIC AND SHOWN IN PA YING FOR CLARITY ONL y ACTUAL LOCATION TO BE INSTALLED IN . PLANTING AREAS, OUT OF RIGHT OF WAY. NOfli; Rl!Pl!ll 'IDCIVIL ENCINEERSGRI\DINC AND liltOSION CONTROL PUNS Rll! TYPICAL wr GRADING I\ND DRAINI\G6. PAD ELEVATIONS. !llJJl'S HIIIGtrrs, AND DAYLIGHT UNES. 2. SEE SHEETS 14 AND 15 FOR IRRIGATION LEGEND NOTES, AND DETAILS. ' 3. POP-UP HEADS SHALL BE INSTALLED WITHIN IO' OF ANY PEDESTRIAN ACTIVITY PER CITY OF CARLSBAD . INSTALL MAIN LINE IN SAME TRENCH AS LATERAL LINE, DRAWINGS ARE DIAGRAMMATIC AND MAIN LINES ARE SHOWN IN LOCATION OF PLANS FOR CLARITY ONLY (TYP.). NO,E: CONTRACTOR/OPERATOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF THE PLANT MATERIAL. AT NO TIME WILL THE CONTRACTOR/OPERATOR APPLY WATER AT A RATE OR FREQUENCY WJ-JICH CAUSES RUNOFF OR SOIL SATURATION NOTE: NORTH FOR IRRIGATION NOTES AND LEGEND REFER TO SHEET 15, 0 I 10 I I 20 SCALE 1" -20' '~ IVY • LANDSCAPE AaCHITECTS • INC. KEYMAP L. -~-... ~-. 7S7W.l•yS- 'S.DI 11>.'Allf._.92101 NEW SHEET (llt, D5--SJ60 9 Z.'!·17 KDP' .6 · New >,?~) N.J::: L-EJa /.,Le::4,0 L 0,('"ATl~A/5. //·35..., • .L) l'a'~' I CITY OF CARLSBAD I'"''T'\ • 47 Pl.ANNING DEPARTMENT C ,, . ~ .-... ., ,nRRtGATION PLAN FOR: CARLSBAD TRACT 84-32 • COBBLESTONE SEA VILLAGE UNITS I 1, II -----·-•,. ,.,.ovr o -;½J!.. ;;,,-.;;-77 . ------ I ASSISTANT PLANNING DIRECTOR DATE O•H IY •llOJlCl, NO OA-.NO. 0&1f , ...... , ...... MiUftal (HIIIO IY· C.T. 84-32 345.9 L SI" . ..f.8EO!Sf I OC.ATl()N QEeLAN.IltllyAFJEAS, I ) REVISION DESCRIPTION ,lllO ... t 11tG1NU! 1111 Of -,o., .. NI) en, ,.""'°''"· C.M.W.D. 82~3o2. IRRIGATION PLAN CONSTRUCTION NOTES VISIT THE SITE PRIOR TO SUBMITTING BIDS. • SUBMIT A UNIT COST FOR IMPORT SOIL IN-PLACE AND BE COMPLETEl Y AWARE OF THE AMOUNT OF SOIL NECESSARY TO REACH THf' SATISFACTORY GROUND LEVEL. VERIFY ALL PROPERTY LINES OR OTHER LIMIT OF WORK LINES PRIOR TO COMMENCING WORK • REMOVE ALL DEMOLITION ITEMS FROM THE PROJECT SITE AND DISPOSE OF IN ACCORDANCE WITH APPLICABLE CODES AND REGULATIONS. DO NOT BURY RUBBISH OR DEBRIS ON SITE. REPAIR OR REPLACE ANY DAMAGE TO ADJACENT PROPERTIES, CURBS, WALKS. PLANTING, WALLS, ETC AT NO ADDITIONAL COST TO THE OWNER. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY OWNER IMMEDIATELY IF DAMAGE OCCURS AND ASSUME FULL R'ESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT. COMPLY WITH ALL PROVISIONS OF THE LATEST BUILDING CODE AMERICANS WITH DISABILITIES ACT OF 1991, AND WITH OTHER CURRENT RU.LES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF THE WORK. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE ARCHITECT/ OWNER'S AUTHORIZED REPRESENTATIVE ANY DISCREPANCIES OR CONFLICTS BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS. LOCATIONS OF N.LC. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC., ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. VERIFY ALL PAVING AND HARDSCAPE CONSTRUCTION DRAWINGS WITH SOIL ENGINEER'S REPORT WITH REGARD TO BASE PREPARATION ANO FOOTING REQUIREMENTS. NOTIFY OWNER IMMEDIATELY IF SOILS REPORT RECOMMENDATIONS DIFFER FROM DRAWINGS. THE SOILS REPORT RECOMMENDATIONS, IF MORE STRINGENT THAN THE DRAWINGS, SHALL TAKE PRECEDENCE_ BE RESPONSIBLE FOR COORDINATION BETWEEN SUBCONTRACTORS FOR PROPER AND TIMELY PLACEMENT OF SLEEVING, PIPING AND/OR CONDUIT INSTALLATION UNDER OR THROUGH LANDSCAPE ELEMENTS. LANDSCAPE LIGHT FIXTURE LOCATIONS AS INDICATED ON THESE PLANS ARE APPROXIMATE FINAL LOCATION TO BE VERIFIED BY LANDSCAPE ARCHITECT/ OWNER'S AUTHORIZED REPRESENTATIVE ON SITE. DO NOT SCALE DRAWINGS. SEE CIVIL ENGINEER'S PLAN FOR PRECISE GRADING AND DRAINAGE INFORMATION. PROVIDE A REPRESENTATIVE SAMPLE OF EACH PAINTED OR STAINED ELEMENT TO TI-,E OWNER FOR Rc:VIEW AND APPROVAL PRIOR TO APPLYING FINISH REFER TO DETAILS AND SPECIFICATIONS FOR SPECIFIC SUBMITTAL - REQUIREMENTS. PROVIDE A 4' X 4' SAMPLE OF EACH PAVING TYPE IN LOCATION SPECIFIED BY OWNER'S REPRESENTATIVE FOR REVIEW AND APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. REFER TO SPECIFICATIONS. WHERE PAVING AND FINISH GRADE MEET, DEPRESS FINISH GRADE 1" IN TURF AREAS AND 1·112" IN GROUND COVER AREAS UNLESS OTHERWISE INDICATED. DO NOT EXCEED 3:1 SLOPE IN TURF AREAS. FDR PROJECT WALKS DO NOT EXCEED A SLOPE OF 20:1 (5% GRADIENT) UNLESS OTHERWISE INDICATED. • DO NOT EXCEED 2:1 SLOPE IN PLANTED AREAS. FOR RAMPS INTO BUILDINGS DO NOT EXCEED 15:1 OR 6.66%, UNLESS OTHERWISE INDICATED. HOLD FINISH GRADE A MINIMUM OF 6" BELOW FINISH FLOOR UNLESS OTHERWISE NOTED. CONSTRUCT ALL CURVE TO CURVE AND CURVE TO TANGENT LINES TO BE NEAT - TRIM, SMOOTH AND UNIFORM , CONSTRUCT ALL CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 2 500 PSI@ 28 DAYS, UNLESS OTHERWISE INDICATED. ' PROVIDE OWNER WITH ALL WARRANTIES, GUARANTEES, AND INSTRUCTION MANUALS FOR EQUIPMENT, APPLIANCES, FIXTURES, ETC. AS DESCRIBED IN THE SPECIFICATIONS. a: Cl UJ a: 5: <l; (,/) COBBLESTONE DR. 3 LIGHTING SCHEDULE DESCRIPTION COMMENTS SYMBOL • RS-50 REFLECTOR SPOT BY FX LUMINAIRE INSTALL PER MFG . COLOR: METALLIC BRONZE. (800) 688-1269 SPECIFICATIONS NOTE: THIS PLAN IND I CA TES LIGHT FIXTURE TYPES AND CA TIO NS ONLY. CONrRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLATION OF ALL REQUIRED ANSFORMERS. FINAL LOCATION AND QUANTITY OF ALL TRANSFORMERS SHALL BE APPROVED AND REVIEWED BY LANDSCAPE ARCHITECT/ OWNER PRIOR TO BEGINNING ANY WORK. TRANSFORMERS SHALL BE FX TRANSFORMERS WITH TIMER/PHOTOCELL • OR APPROVED EQUIVALENT. ALL LIGHT FIXTURESffRANSFORMERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 1 cORE CURB ~ AS REQUIRED - QTY. 14 I ----=· ----/ _ _____,L------I --© @ 9 ' I 1 ' ,_, •; I ,., -- ci Cl LU t ~ / / 11--011 / / 13 . ~ --.'..f._-_. / I I I I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING .fJ,l.s;.ISE.LOCAIIQH QE r.LANII!':!~ l:\~fA~- PA. LOT 109 \ I n• re. I I --------~ -- KEY MAP ' .,,. ... ,._._ \ \ I lc'-oi. "' ~--' "'~ ----..----· I - If: MC.lNU; Ill o, wo•-. REVISION DESCRIPTION ' PA I I '"' NO NOfE, REFER TO CIVIL ENGINEERS GRADING ANP EROSION ffiNTROL PLANS !'OR TYPICAL LOT GRADING ANP DRAINAGE, l'l,P ELEVATIONS SLOPE H61GHfS, ANP PA YLIGHT LINES. ' MATERIALS AND FINISH SCHEDULE CONCRBTE BAND CONCRE::TE PAVING NATURAL GRAY WITH MEDIUM BROOM FINISH NATURAL ORA Y WlTH MEDIUM BROOM FINISH TEXTURED CONCRETE COLOR8D COKCRETE fl A YING WITH COARSE BXPOSED AGGREGATE: FINISH. COLOR SHAI,,l, SB L.M. SC0f1El.O C-25 $0M8RBRO BUFF OR APPROVED EQlllVAL6NT.• iRASli RECEPTACLE DURA ART STONE TRASH RECEPTACLE MODEL NO TR-D2 ROUND WITH A STANDARD ALUMIMJM LID (NATURAL), RECJ;':fTACT.E COLOR SHALL BE NATIJRAJ... GRAY WITH A MEDlUM SANO:SLAST FINJSH, OURA ART STONE (800) 821~1120. OR APPROVED EQUIVALENT, BENCH VICTOR S'I'ANLEY, INC. BENCH, MODEL NO. RS-28. COLOR TO BE'. SElE.CTED BY LANDSCAPE ARCHITECT/ 0\VJ',;ER. (800) 368.-217.::\ OR. APPROVED E.QUIVALENr. l.'lARDEClJI;: CON1RACTOR SHALL FURNISH AND INSTALL H)lJR (4) PILOT ROCK BARBECUES (MODEL N-20/S 82. 1-800-762-.5002) OR Al'PROVEO EQUIVALEJ\T. TO BE LOCATED IN FJF! D BY LANDSCAPE A.RCIIITECT. , • , CONSTRUCTION LEGEND L CONSTRUCTCONCRE1E BAND, MED!cM BROOM FINJSH. REFER TO MATERIAl, AND FINISH LEGENll 1llIS SHEET. SCORE AS SHOWN. REFER TO CIVIL ENGINEER'S PLANS FOR REINFORCING, THICKNESS, AND SUBGRADE PREPARATION. - 2. CONSTRUCT CONCRE1E PAVJ1'G, MEDIUM BROO~ F!NlSH PER DETAIL A, SHEET 22, SCORE AS SHOWN. REFER TO MATERIAL AND FINIS I I LEGEND THIS SIJEET, 3. CONSTRUCT 18" X 18" DECORATIVE MASONRY PILASTER PliR DETAIL C. SHEET 22.(I'YPICAL) 4 CONSTRUCT 24" X 24" ENTRY MASONRY PILAS1ER PER DET All, C SHEET 22 (TYPICAL) -' 5_ CONSTRUCT LOW MASONRY RETAINJNG WALL PER DETAIi.. G SHEET 24 (TYPICAL) ' 6. CONS'rRUCT MASONRY WALL PER DETAIL F, SHEET 22.(TYPICAL) 7. FABRICATE AND INSTALL DECORATIVE METAL FENCE PER DETAIL B SHEET 23 CONTRACrOR TQ PROVIDE SHOP DRAWINGS PREPARED BY FOLDING°GA 1E . - SYSTEMS PRIOR TO BEGINNING WORK. (R)l,DING GA TE SYSTEMS (818) 967-4283). 8. FABRICATE AND INSTALL DECORATIVE METAL PEDESTRIAN ENTRY GATE PER DET All, D, SHEET 23. CONTRACTOR TO PROVIDE SIIOP ORA WING PREPARED llY FOLDING GATE SYSTGMS PRIOR TO BEGINNING WORK. 9. FURNISH AND INSTALL SECURITY CALL BOX; CONTRACTOR TO PROVIDE CALL BOX SHOP DRAWINGS t\ND SPECIFICATIONS PREPARED BY FOLDING GATE SYSTEMS PRIOR TO INSTALLATION. 10. FABRICATE AND INSTALL MOTORIZED ENTRY GATES PER DETAIL C. SJJEET 23 CO~"fR>l,CTOR TO PROVIDE SHOP DR.A WINGS PREPARED BY FOLDING GA TE SYSTEMS PRIOR TO BEGINNING WORK. I I. CONCRETE CURB PER CIVIi, ENGINEER'S PLANS. 12. CONSTRUCT LOW PILASTER PER DETAILA,SHEET 23 13. CONSTRUCTMASO~RY WALL PER DETAIL F, SHEET 24_ I 4. CONS TR UC!' EXPANSION JOINT (TI'PICAL) PER DETAIL B, SHEET 22 I 5. CONSTRUCr TOOLED SCORE LINE JOINT (TYPICAL) PER DETAIL B. SHEET 22. 16. ASPHALT PAVING PER ENGINEER'S PLANS. 17. CONSTRUCT STAMPED CONCRE1E PAVING. B0MACRON ASHLAR SLATE PATTERN REFER TO MATERIALS AND FINJSH SCHEDULE. REFER TO CIVIL ENGINEER'S , PLANS FOR RErNFORClNG, TfllCKf\ESS, Al\D SURORADE: l'REPARATION. 18. SHOVEL CUT AT SHRUB PLANTl~G AREA EDGES (TYPICAL). 19. FURNJSH AND INSTALL 18" X !W' GA1EOPERATORPER MANUFACTURER'S SPECIFICATJONS EXACI LOCATION PER FOLDING GATE SYS1EMS. 2U. 4" DIA. PERFORA"fED PIPE WITH FlLTER FABRIC WRAP WITHIN IZ" X 12" CONflNUOUS CRUSHED ROCK BED. 21. 4" PIAMETER S01..lD PVC SCHEDULE 40 DRAIN LJJ',;E-OR APPROVED EQUIVALENT. 22 12" SQ. NOS CATCH BASIN WITH Al"P.IUM GRATE-APPROVED EQUIVALENT. 2:3. DRIVE APRON PER ClVll, ENGINEER "S l)RA WINGS. 24. FURNlSII AND INSTALL TRASH RECEPTACLE PER MANVFACTUREH.'S SPl!CIFICATIONS. REFER TO MATERIAL AND FINISH SCHEDULE 'fHIS SHEET. ;2,5 FURNISH ANO !)!STALL BENCH PER MAN'l1PACTURER'S SPBC!fa'JCATIONS. REPER TO MAT~RIAL A.ND FINISH SCHEDULE THIS SHEET. 26, CONSl'RUCT TWO 6' HIGH X 10' WID~ TUBULAR STEBL GATES TO MATCH DECORATIVE MET AC FCNCE CONTRACTOR TO PROVIDE SHOP DRAWING PREPARED BY FOLDING CATE SYSTEMS PRIOR TO BEGINNING WORK. 0 10 20 40 NORTH i SCALE 1" ~ 20' ·~ --· A IVY • LANDSCAPE AltCHlTECTS • INC. , 7~ W. l•y Strec« ·s..n0t.,..,.c.i1r .... 92101 NEW SHEET (619) 235-5360 rs·;.{~ T I CITY OF CARLSBAD ~4?Tli L~_1 PLANNING DEPARTMENT HARDSCAPE CONSTRUCTION PLAN FOR: C_ARLSBAD TRACT 84-32 . COBBLESTONE SEA VILLAGE UNITS I & II ---~ /I.PP,.0vE07%lt/ /;;).-?-17 -~-----~· - ASSISTANT PLANNING DIRECTOR O,,,Tt: OWN IIY P,.OJ[CT. NO I OAAWING NO. l bAU, IN If IAl CH><O 9y. __ C.T. 84-32 345.9 L ,1[LD 8K, CI rY A.PP~O'ali-,l C.M.W.D. 82-302.CQNSTRUCTION PLAN I I I I I I I I I / MATERIALS AND FINISH SCHEDULE CONCRETE PAVING A CONCRETE PA VINO B NATURAL ORA Y WITH ACID WASH FINISH NATURAL ORA Y WITH EXPOSED AGGREGATE FINISH (3/8'"-5/8" PEA ORA VEL MIX). CONCRETE SIDEWALK TRASH RECEPTACLE NATURAL GRAY WITH MEDIUM BROOM FINISH DURA ART STONE TRASH RECEPTACLE MODEL NO_ TR-D2 ROUND WITH A STANDARD ALUMINUM LID (NATURAL), RECEPTACLE COLOR SHALL BE NATURAL GRAY WITH A MEDIUM SANDBLAST FINISH. BENCH DURA ART STONE (800) 821-1120. OR APPROVED EQUIVALENT. VICTOR STANLEY, INC. BENCH. MODEL NO. RB-28. COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT/ OWNER. (800) 368-2573. OR APPROVED EQUIVALENT. LIGHTING SCHEDULE SYMBOL • @) DESCRIPTION RS-50 REFLECTOR SPOT BY FX LUMINAlRE COLOR: METALLIC BRONZE. (800) 688-1269 PL-18-12R, TWO TIER PAGODALITE BY FX LUMINAIRE. COLOR: METALLICBRONZE (800) 688-1269. COMMENTS INSTALL ON TRUNK OFPALMPERMFG.'S SPECIFICATIONS. INSTALL PER MFG. SPECIFICATIONS TS-20 TRELLIS SPOT BY FX LUMINAIRE. INSTALL PER MFG. COLOR: METALLIC BRONZE (800) 688-1269. SPECIFICATIONS NOTE: FINAL LOCATION OF REFLECTOR SPOTS ON PALM TREES TO BE LOCATED IN FIELD BY LANDSCAPE ARCHITECT/ OWNER'S AUTI-IORIZED REPRESENTATIVE. NOTE: THIS PLAN INDICATES LIGHT FIXTURE TYPES AND LOCATIONS ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE FURNISHING AND INSTALLATION OF ALL REQUIRED TRANSFORMERS. FINAL LOCATION AND QUANTITY OF ALL TRANSFORMERS SHALL BE APPROVED A:-1D REVIEWED BY LANDSCAPE ARCHITECT/ OWNER PRIOR TO BEGINNING ANY WORK. TRANSFORMERS SHALL BE FX TRANSFORMERS WITH TIMER/PHOTOCELL -OR APPROVED EQUIVALENT. ALL LIGHT FIXTURES/TRANSFORMERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. QTY. 11 13 2 / ,,, / /// / ,/" / \ ' © -------, ,, - @--/"'\ 1' / r • I I -----------.I~~ • LOT 109 ./ ,,, /• REFER TO SHEET 37 FOR THIS AREA --,f--- , -I ~ , _IZ"Typ, I I , p A. ii~ ' --,1<--✓ -~- • . a=, -f-- • ' 1 1f3' . ·. 13'-: .. -~~ . j . . . / 9d•r~-:• 1 ---------------I,'; ✓ 19 • I I { /' ,,, JI / /' I X L--....._ f ,, I I I / \ \ \ \ \ \ \ \ \ \ \ NCYl'Ec REFER ID CIVIL ENGINEERS GRADING ANIJ EROSION CONTROL PLANS FOR lYPICAL LOT GRADING AND DRAINAGE, PAD ELEVATIONS, SlOP6 HlliGHTS, AND DA YllGfIT LINES. CONSTRUCTION LEGEND l, CONSTRUCT CONCRETE PAVING, ACID W.A:SH FINISH PER DETAIL A, SHEET 21. REFER TO MA TERJAL AND FINISH SCHEDULE THIS SHEET. SCORE AS SHOWN. 2. CONSTRUCT 18" X 18" DECORATIVE MASONRY PILASTER PER DETAIL C SHEET 21.(TYPICAL) ' 3. CONSTRUCT 24" X 24" ENTRY MASONRY PILASTER PER DETAIL C SHEET 21.(TYPICAL) ' 4. CONSTRUCT CONCRETE PAVING, EXPOSED AGGREGATE FINISH PER DETAIL A SHEET 22. REFER TO MATERIAL AND FINISH SCHEDULE THIS SHEET. ' 5. FABRICATE AND INSTALL DECORATIVE METAL FENCE PER DETAIL B, SHEET 23. 6. 7. CONTRACfOR TO PROVIDE SHOP DRAWINGS PREPARED BY FOLDING GA TE SYSTEMS PRIOR TO BEGINNING WORK. (FOLDING GATE SYSTEMS (818) 967-4283). FABRICATE AND INSTALL DECORATIVE MET AL PEDESTRIAN ENTRY GA TE PER DETAIL D, SHEET 23. CONTRACTOR TO PROVIDE SHOP ORA WlNG PREPARED BY FOLDING GATE SYSTEMS PRIOR TO BEGINNING WORK. FAl3RICA TE AND INSTALL DECORATIVE MET AL GA TE PER DETAIL E, SHEET 23. CONTRACTOR TO PROVIDE SHOP DRAWING PREPARED BY FOLDING GA TE SYSTEMS PRIOR TO BEGINNING WORK. \8. CONCRETE CURB PER ENGINEER'S PLANS. , \ 9'.\ '\ 10.' II. \ 12. I 13. ' I ' I 14. I 15 . 16. • ' I 17. /s. I 19. 4 I I 20. I 21. 22. 23. I 24. I 25. 26. 27. 3' -0" x 3 '-0" TREE PLANTING POCKETS (2 TOT AL). SWIMMING POOL TO BE CONSTRUCI'ED BY POOL/SPA CONTRACTOR. OOLSTEPS P OL HANDRAIL JoNSTRUCT POOL LAP LANE, UTILIZE 4" POOL TILE TO MATCH WATERLINE POOL tILE. / CONSTRUCT CONCRETE SIDEWALK PER DETAIL A, SHEET 21. I CONS'rRUCT EXPANSION JOINT (TYPICAL) PER DETAIL B, SHEET 21. CONSTRUCT TOOLED SCORE LINE JOINT (TYPICAL) PER DETAIL B, SHEET 2 I. CONSTRUCT CONCRETE STEPS PER DETAIL C, SHEET 24. ASPHALT PAVING PER ENGINEER'S PLANS. SHOVEL CUT AT PLANTING AREA EDGE (TYPICAL). SPA TO BE CONSTRUCTED BY POOL/SPA CONTRACTOR. REFER TO DETAIL A, SHEET 24 FOR REFERENCE ONLY. SPA STEPS/ SEAT SPA HANDRAIL FURNISH AND INSTALL TRASH RECEPTACLE PER MANUFACTURER'S SPECIF/CA TIO NS. REFER TO MATERIAL AND FINISH SCHEDULE. FURNISH AND INSTALL BENCH PER MANUFACTURER'S SPECIFICATIONS. REFER TO MATERIAL AND FINISH SCHEDULE . CONSTRUCT TRELLIS STRUCTURE PER DETAIL A, SHEET 25. CONSTRUCT LOW MASONRY RETAINING WALL PER DETAIL G, SHEET 24. POOL/RECREATION BUILDING PER ARCHITECT. NOTE: ,_,__/ ,// POOL AND SPA CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, FEES, MECHANICAL, STRUCTURAL, ELECTRICAL SYSTEMS AND THE ENGINEERING OF THOSE SYSTEMS. HE SHALL BE RESPONSIBLE FOR ALL REQUIRED EQUIPMENT, ACCESSORIES, AND POSTED SIGNAGE AS IS REQUIRED BY LOCAL GOVERNING CODES. FINAL LOCATIONS OF ALL LIGHTS, LIGHT JUNCTION BOXES, SKIMMER BOXES, LADDERS, DEPTH MARKER TILES, SPA JET CONTROLS, ETC SHALL BE APPROVED BY OWNER/ LANDSCAPE ARCHITECT PRIOR TO BEGINNING ANY WORK. LIGHT JUNCTION BOXES SHALL BE LOCATED IN PLANTER AREAS HIDDEN FROM VIEW. }/ X CONSTRUCTION NOTES-SHEET 37 APPROVED FOR PLANTING AND ~ /j li ~11 I!. \~ " \~· ~~I¼ ~ "-"-''""' - KEY MAP ( NORTH SCALE 1' = 1/8" , 757 W. Ivy s-A IVY -LANDSC.APE ARCHITECTS . INC. · s.a Dl-.o, Callfuntia 92101 NEW SHEET .---.-----,--.------~----------,-~-~--~""·· _ .. (619123S.S360 • S3HE8[l CITY OF CARLSBAD ~ l---+---+---------------4-+---l--~ PLANNING DEPARTMENT 7 ' t---t----+---------------+-+-----l-----~ HAROSCAPE CONSTRUCTION PLAN FOR: CARLSBADTRACT8~32 . COBBLESTONE SEA VILLAGE UNITS I & 11 . -··~--AP ""OvE 0 _//'//At7 /;i. :;,.-9:2 /, ~ --, _____ ASSISTANT PLANNING DIRECTOR DATE D•N l!l 't' ----"'"0Jf.CT, NO OAAwlMG NO. IRRIGATION ONLY, INCLUDING ,,.,, '""'•• REVISION DESCRIPTION __ fBfC.ISfJ.QCAIIQltQf PI.ANJIN.O .A6~AS. ~·~N(.'.:'.'~"•:!,••~0 •'..,:w'.'.!o:'.'.:•~• l,'--_..::::.::::::..::=:.:::=.:..:~--_J:_:-:..[~~~~::t:=:::::=::=::==~~======~=======~ I j DAH, !Nltl,l.l CH•O IY-C.T. 84-32 345.9 L ~ ... "EL091(, MO Clf'I A.PftAOV41. C.M.W.o. 82-302 CONSTRUCTION PLAN · I I I I ! I I I I I I I I / I \ / I I GRADING LEGEND FFE GF FS FG HP TW TD TC TS BS TP ,/4__) IIIIIIIIIUU FINISH FLOOR ELEVATION GARAGE FLOOR FINISHED SURFACE FINISHED GRADE HIGHPOINT TOP OF WALL TOP OF DRAIN TOP OF CURB TOP OF STEP BOTTOM OF STEP TOP OF PILASTER DIRECTION OF FLOW GRADE BREAK AREA DRAIN JOSAM -SERIES A (6" DIA,) (BRONZE) OR APPROVED EQUIVALENT CATCH BASIN NOS-SPEE-D-BASIN (4" DIA) (WITH ATRIUM GRATE) (GREEN) OR EQUIVALENT CATCH BASIN NOS· SPEE-0-BASIN (9" SQ,) (Will-I ATRIUM GRATE) (GREEN) OR EQUIVALENT PERFORATED PVC DRAIN LINE (Will-I Fil TEA FABRIC WRAP) (4" DIA.) OR EQUIVALENT SOLID PVC DRAIN LINE (4" DIA.) OR APPROVED EQUIVALENT \ \ \ \. \ \ \ LOT 109 ~ ,/ a.· ,.,· ~ , I ) ~ / 1/ "$ APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING ,,,fBEC.ISE.I.O.CAI1QN .Qf' PI.ANJING .AREAS ,,, \ \ \ v\ I ! I t I f)I, ,. Ii, 1/ 1/ l "' I KEY MAP ' l .. tttAl \ \ \ GRADING AND DRAINAGE NOTES NOTE: RER!R TO CIVIL ENGINEERS GRAOINC A.ND l!ROSION Cor-rJ'ROl Pl.ANS FOR TYPICAi,; WT GRADING ANO ()l(AINAGE, PAD ELEVATIONS, SLOl'li HlllCHl'S, A ND DA VLICfff UNI!$, \ • CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHIT1=CT/OWNER'S AUTHORIZED REPRESENTATiVE IMMEDIATELY SHOULD AELD CONDITIONS VARY FROM TI-IOSE SHOWN ON PLAN. • CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND UTILITY LINES, PIPES, VAULTS, OR BOXES PRIOR TO EXCAVATION, ANY DAMAGE INCURRED TO ANY EXISTING LfTILITY ELEMENTS SHALL BE REPAIRED PROPERLY AND IMMEDIATa Y AT NO ADDITIONAL COST TO THE OWNEFt I '\ ' \ ,, \ \. CONTRACTOR SHALL SUBMIT A UNIT COST FOR IMPORT SOIL IN-PLACE AND SHALL BE COMPLETE!. Y WARE OF TI-IE AMOUNT OF SOIL NECESSARY TO REACH THE SATISFACTORY GROUND LEVEL \ • C TRACTOR SHALL BE RESPONSIBLE FOR POSITIVE DRAINAGE ON SURFACE FLOW AREAS AT 1% (MIN.) \ ON ARDSCAPE AND 2% (MIN,) ON GRADE UNLESS OTI-IERW1SE INDICATED. \ • WHER PAVING AND FINISH GRADE MEET, THE F,1NISH GRADE SHALL BE DEPRESSED 1" IN TURF AREAS AND 1 1/2" I ROUND COVER AREAS. • ONTRAC SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION WHEN IT IS OBVIOUS THAT U KNOWN TRUCTIONS ANO OR DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DE IGN, sue CONDITIONS SHALL BE IMMEDIA TEL y BROUGHT TO THE ATTENTION OF THE OWNER'S A ORIZED R RESENTATIVE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NEC SSARY RE IONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. • ALL WOAK SHA CONFORM TO THE REQUIREMENTS OF TI-IE LATEST ADOPTED EDITION OF TI-IE UNIFORM BUILQING COD , TI-IE AMERICANS WITH DISABILITIES ACT OF 1991, AND All OTHER APPLICABLE LOCAL AND }>TATE C ES, ORDINANCES, AND REGULATIONS, • THi CONTRA1TORS, ANO/OR SUB.CONTRACTORS SHALL VISIT TI-IE SITE PRIOR TO SUBMITTING BIDS. • Sl,IB-CONTR CTORS SHALL BRING DISCREPANCIES IN PLANS. SITE CONDITIONS, ANO PRIOR WORK TO TI-IE G,ENERAL NTRACTOR'S ATTENTION BEFORE ANY ADDITIONAL WORK IS PERFORMED. i • pONTRAC OR SHALL REMOVE FROM THE SITE AND LEGALLY DISPOSE OF ALL DEBRIS AND EXCAVATED /MATERIA NOT REQUIRED FOR ALL. NO RUBBISH OR DEBRIS SHALL BE BURIED ON THE SITE. ' ' /' SLOPE I LAWN AREAS NOT TO EXCEED 3:1 / • PROJEfT WALKS NOT TO EXCEED A SLOPE OF 20·1 OR 5% GRADIENT. • RA S INTO BUILDINGS NOT TO EXCEED 12:1 OR 8,33%. I • SLOPf, IN GROUND COVER NOT TO EXCEED 2:1. / PE OF DRAIN LINES SHALL BE 0.5% MINIMUM AND 50% MAXIMUM. f I D FINISH GRADE A MINIMUM OF 6" BELOW FINISH FLOOR UNLESS OTI-IERW1SE NOTED. I ~L1Pil'ft:IP6Bl:.)t'._ILINES AND LOT LINES SHALL BE VERIFIED PRIOR TO COMMENCING WORK. ' I I EE CiVIL ENGINEER'S PLAN FOR PRECISE GRADING AND DRAINAGE ELEVATIONS. • CROSS SLOPE IN PAVED AREAS NOT TO EXCEED 2%. • GRADIENTS FROM RIDGE LINES AND HIGH POINTS TO DRAINS SHALL BE CONSTANT ANO EVEN WITH NO ABRUPT DIPS, BUMPS, AND CHANGES IN ELEVATION. NORTH SCALE 1' = 118" ~::~ --~~ . -IVY . LANDSCAPE ARCHITECTS • INC . -- 757 W. Ivy S1reet ~" e, ~=,;-, • , -•~ • • ., . -· s. DI-.,. c.i1r.,... n101 NEW SHEET -~-(6l9J 13S-S3(i(J " ! ':i~' I ~ CITY OF CARLSBAD PLANNING DEPARTMENT 7 .. ' ' HARDSCAPE CONSTRUCTION PLAN FOR: CARLSBAD TRACT 84-32 . COBBLESTONE SEA VILLAGE UNITS I & II ---·-~ !APP-.Ov(D 1?£~--!J.-:::i-tz . . , __ I ASSISTANT PLANNING DIRECTOR ()ATE OWN IT P,-OJ(CT, NO OIIAWING NO. .. CMo< 0 tY, I 1 345-9 L !)A ft, li,llrlAI.. C.T. 84-32 REVISION DESCRIPTION ~ .. , "lLD 811, l M(.1""tf. 11111 01 ""'O""-NO C:: lf'Y APflRO\l' .. L C.M.W.D. 82-302 GRADING PLAN • • CONSTRUCTION NOTES • VISIT THE SITE PRIOR TO SUBMITTING BIOS. • SUBMIT A UNIT COST FOR IMPORT SOIL IN•PLACE AND BE COMPLETELY AWAAE OF THE AMOUNT OF SOIL NECESSARY TO REACH THE SATISFACTORY GROUND LEVEL VERIFY ALL PROPERTY LINES OR OTHER LIMIT OF WORK LINES PRIOR TO COMMENCING WORK. REMOVE ALL DEMOLITION ITEMS FROM THE PROJECT SITE AND DISPOSE OF IN ACCORDANCE WITH APPLICABLE CODES ANO REGULATIONS. DO NOT BURY RUBBISH OR DEBRIS ON SITE. REPAIR OR REPLACE ANY DAMAGE TO ADJACENT PROPERTIES. CURBS, WALKS. PLANTING, WALLS. ETC. AT NO ADDITIONAL COST TO THE OWNER • VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. • REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT CORRECTED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. • LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY OWNER IMMEDIATELY IF DAMAGE OCCURS AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT. • COMPLY WITH All PROVISIONS OF THE LA TEST BUILDING CODE, AMERICANS WITH DISABILITIES ACT OF 1991. ANO WITH OTHER CURRENT RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF THE WORK. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS ANO IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPL YING LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE ARCHITECT/ OWNER'S AUTHORIZED REPRESENTATIVE ANY DISCREPANCIES OR CONFLICTS BETWEEN THE REQUIREMENTS OF THE CODE ANO THE DRAWINGS. LOCATIONS OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS. SIGNS, VENTS. HYDRANTS. TRANSFORMERS. ETC., ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. • VERIFY ALL PAVING ANO HARDSCAPE CONSTRUCTION DRAWINGS WITH SOIL ENGINEER"S REPORT WITH REGARD TO BASE PREPARATION ANO FOOTING REQUIREMENTS. NOTIFY OWNER IMMEDIATELY IF SOILS REPORT RECOMMENDATIONS DIFFER FROM DRAWINGS. THE SOILS REPORT RECOMMENDATIONS, IF MORE STRINGENT THAN THE DRAWINGS, SHALL TAKE PRECEDENCE BE RESPONSIBLE FOR COORDINATION BETWEEN SUBCONTRACTORS FOR PROPER AND TIMELY PLACEMENT OF SLEEVING, PIPING ANO/OR CONDUIT INSTALLATION UNDER OR THROUGH LANDSCAPE ELEMENTS. LIGHTING SCHEDULE SY.\IIBOL DESCRIPTION COMMENTS • RS-50 REFLECTOR SPOT BY FX LUMINAIRE INSTALL PER ~G. COLOR: METALLIC BRONZE. (800) 688-1269 SPECIFICATIONS @] PL-18-12R, 1WO TIER PAGODALITE BY FX INSTALL PER MFG. LUMINAIRE. COLOR: METALLICBRONZE SPECIFICATIONS (800) 688-1269. NOTE: THIS PLAN INDICATES LIGHT FIXTIJRE TYPES AND LOCATIONS ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE FURNISHING AND INSTALLATION OF ALL REQUIRED TRANSFORMERS. FINAL LOCATION AND QUANTITY OF ALL TRANSFORMERS SHALL BE APPROVED AND REVIEWED BY LANDSCAPE ARCHiTECT/ OWNER PRIOR TO BEGINNING ANY WORK. TRANSFORMERS SHALL BE FX TRANSFORMERS WITII TIMER/PHOTOCELL -OR APPROVED EQUIV ALEKT. ALL LIGHT FIXTURES/TRANSFORMERS SHALL BE INSTALLED PER MANUFACTIJRER'S SPECIFICATIONS. QTY. 4 5 LANDSCAPE LIGHT FIXTURE LOCATIONS AS INDICATED ON THESE PLANS ARE APPROXIMATE. FINAL LOCATION TO BE VERIFIED BY LANDSCAPE ARCHITECT/ OWNER'S AUTHORIZED REPRESENTATIVE ON SITE • 00 NOT SCALE DRAWINGS. • SEE CIVIL ENGINEER'S PLAN FOR PRECISE GRADING AND DRAINAGE INFORMATION. PROVIDE A REPRESENTATIVE SAMPLE OF EACH PAINTED OR STAINED ELEMENT TO THE OWNER FOR R..:VIEW AND APPROVAL PRIOR TO APPL YING FINISH. REFER TO DETAILS AND SPECIFICATIONS FOR SPECIFIC SUBMITTAL REQUIREMENTS. PROVIDE A 4' X 4' SAMPLE OF EACH PAVING TYPE: IN LOCATION SPECIFIED BY OWNER'S REPRESENTATIVE FOR REVIEW AND APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. REFER TO SPECIFICATIONS. • WHERE PAVING AND FINISH GRADE MEET, DEPRESS FINISH GRADE 1" IN TURF AREAS AND 1-112" IN GROUND COVER AREAS UNLESS OTHERWISE INDICATED • ' DO NOT EXCEED 3:1 SLOPE IN TURF AREAS. FOR PROJECT WALKS 00 NOT EXCEED A SLOPE OF 20:1 (5% GRADIENT) UNLESS OTHERWISE INDICATED. DO NOT EXCEED 2 1 SLOPE IN PLANTED AREAS. FOR RAMPS INTO BUILDINGS 00 NOT EXCEED 151 OR 6.66¾, UNLESS OTHERWISE INDICATED. HOLD FINISH GRADE A MINIMUM OF 6" BELOW FINISH FLOOR UNLESS OTHERWISE NOTED. CONSTRUCT ALL CURVE TO CURVE AND CURVE TOT ANGENT LINES TO BE NEAT TRIM. SMOOTH AND UNIFORM. ' CONSTRUCT All CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI@ 28 DAYS. UNLESS OTHERWISE INDICATED. PROVIDE OWNER WITH ALL WARRANTIES, GUARANTEES, ANO INSTRUCTION MANUALS FOR EQUIPMENT, APPLIANCES, FIXTURES, ETC. AS DESCRIBED IN THE SPECIFICATIONS. 157 \ ' ' ' 156 , / / ' ' / / 155 p--,,, f'A· ., \ll , . C,11 p, ______ __,,,,, ____ ~ 154 ' ' _ft4~ ,.··r~j -~I ,.' 153 i y-- ' I I· I ...L. I -1 . __ ~!hr- ---+-- g__2..,·:: - $' I ~---~ REFER TO DETAIL G, SHEET 22 FOR PLAY EQUIPMENT LAYOUT AND SPECIFICATIONS - ' 11-1----t .. I I I I ' , , ! 'j' NOf6: BER!B TOCIVll £NCIN£ERS CRAIJINC AND EROSION CONTROL PLA.NS RJR TYPICAL wr CRA.DING AND DRAINAGE, PAO UllV ATIONS, SLOPli HHIClffS, AND DA YLIGKT LINES. CONSTRUCTION LEGEND 2. 3. 4, 5. CONSTRUCT CONCRETE PAVING, ACID WASH FINISH PER DETAIL A, SHEET J-Jc REFER TO MATERIAL AND FINISH SCHEDULE IBIS SHEET. SCORE AS SHOWN. CONSTRUCT 18"X 18" DECORATIVE MASONRY PILASTER PER DETAIL C, SHEET ;;;i.,(TYPICAL) FABRICATE AND INSTALL DECORATIVE METAL FENCE PER DETAIL C, SHEET 7!,. CONTRACTOR TO PROVIDE SHOP DRAWINGS PREPARED BY FOLDING GA TE SYSTEMS PRIOR TO BEGINNING WORK. (FOLDING GA TE SYSTEMS (818) 967-4283). FABRICATE AND INST All DECORATIVE METAL GATE PER DETAIL E, SHEET U. CONTRACTOR TO PROVIDE SHOP ORA WJNG PREPARED BY FOLDING GATE SYSTEMS PRIOR TO BEGINNING WORK CONCRETE CURB PER ENGINEER'S PLANS. 6. POOU RECREATION BUILDING PER ARCHITECT. 7. CONSTRUCT CONCRETE SIDEWALK PER DETAIL A, SHEET 2-2-. 8. CONSTRUCT EXPANSION JOINT (TYPICAL) PER DETAIL B, SHEET '3,2-, 9. CONSTRUCT TOOLED SCORE LINE JOINT (TYPICAL) PER DETAIL B, SHEET z.z,, 10. CONSTRUCT REDWOOD HEADER PER DETAIL B, SHEET Pf: 11. SPA TO RE CONSTRUCTED BY POOl_JSPA CONTRACTOR. REFER TO DETAIL A, SHEET J-<JFOR REFERENCE ONLY. 12. SPA STEPS/ SEAT 13. SPA HANDRAIL 14. FURNISH AND INSTALL TRASH RECEPTACLE PER MANUFACfURER'S SPECIFICATIONS. REFER TO MATERIAL AND FINISH SCHEDULE. 15. FURNISH AND INSTALL BENCH PER MAt\'UFACTIJRER'S SPECIFICATIONS. REFER TO MATERIAL AND FINISH SCHEDULE. NOTE: POOL ANDSPA CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS FEES MECHANICAL, STRUCTURAL, ELECTRICAL SYSTl3MS AND THE ENGINEER0ING OF THOSE SYSTEMS. HE SHALL BE RESPONSIBLE FOR ALL REQUIRED EQUIPMENT, ACCESSORIES, AND POSTED SIGN AGE AS IS REQUIRED BY LOCAL GOVERNING CODES. FINAL LOCATIONS OF ALL LlGHTS. LIGHT JUNCTION BOXES, SKIMMER BOXES, LADDERS, DEPfH MARKER TILES, SPA JET CONTROLS, ETC. SHALL BE APPROVED BY OWNER/ LANDSCAPE ARCHITl3CT PRIOR TO BEGINNING ANY WORK. LIGHT JUNCTION BOXES SHALL BE LOCATED IN PLANTER AREAS HIDDEN FROM VIEW. MATERIALS AND FINISH SCHEDULE CONCRETE PAVING NATURAL GRAY WITII ACID WASH FINISH CONCRETE SIDEWALK NATURAL GRAY WITH MEDIUM BROOM FINISH TRASH RECEPTACLE DURA ART STONE TRASH RECEPTAUE MODEL NO. TR-D2 ROUND WITH A STANDARD ALUMINUM LID (NATURAL), RECEPTACLE COLOR SHAU BE NATURAL GRAY WITH A MEDIUM SANDBLAST FINISH. DURA ART STONE (800) 821-1120. OR APPROVED EQUIVALENT. BENCH VICTOR STANLEY, INC. BENCH. MODEL NO. RB-28. COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT/ OWNER (800) 368-2573. OR APPROVED EQUIVALENT. NDSC llC,214i i3 -· '. , __ i._, lU ·' ~,.,.,, er. , v.. 4.,.,~, .f. r-, SIGNAIUftE' .. ' -LOT 227 NORTH KEY MAP SCALE 1 • ,.. 20' IVY · LANDSCAPE ARCHITECTS -INC 1S7W,l•yStnet ·:;:-9rn-;~funia9JlOl NEW SHEET ~'177 c I TY o F CAR LS BAD l'" __ '1 T•1 t--7r----t-----------------,!----.+--+----1 ~ PI.JlNNING DEPARTIIENT 4 7 r---t---t------------+----4---l-----1 . . . . . .. . HARDSCAPE CONSTRUCTION PLAN FOR: CARLSBAD TRACT 84-32 C088LESTONE SEA VILLAGE UNITS I & H ASSIST ANT Pl.ANNING DIRECTOR OAT[ APPROVED FOR PLANTING ANO owN ,.,. . 1>110Jt: ct. ~o I DAAlillNll ND. I IRRIGATIONONLV,INCLUOING ,,.,, '""'"' , .. , ,..,._ '"'""' c1-o,o,.,.-__ -:,:,: 345 _9 L AEVISION OESCIUPTION 'l[l0 111 C T -34.32 . , J!BE:CISE LOCA TIQNJJf a,,.m!!'.,!.G .AR~Aft l':.:"":::'N'.:H!,'.A:,:o~•:.:-::0~"":.1..,_ __ _: _ _:_..::..,..:..::.:.:___:_:::,:__ __ .J.~-~~c!.!"!' .!,•~,.,.~A~o~••~•_l~:::::::::::::::::::' :::=::::'.,=::::"::::·=:::==~::::::=:::::::::::=.J C.M.w.o. 82~30; CONSTRUCTION PLAN ' GRADING AND DRAINAGE NOTES • CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT/OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. • CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND UTILITY LINES, PIPES, VAULTS, OR BOXES PRIOR TO EXCAVATION. ANY DAMAGE INCURRED TO ANY EXISTING UTILITY ELEMENTS SHALL BE REPAIRED PROPERLY AND IMMEOIATEL Y AT NO ADDITIONAL COST TO THE OWNER. • CONTRACTOR SHALL SUBMIT A UNIT COST FOR IMPORT SOIL IN-PLACE ANO SHALL BE COMPLETELY AWARE OF THE AMOUNT OF SOIL NECESSARY TO REACH THE SATISFACTORY GROUND LEVEL. • CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE DRAINAGE ON SURFACE FLOW AREAS AT 1% (MIN.) ON HARDSCAPE AND 2% (MIN.) ON GRADE UNLESS OTHERWISE INDICATED. • WHERE PAVING AND FINISH GRADE MEET, THE FINISH GRADE SHALL BE DEPRESSED 1" IN TURF AREAS ANO 1 1/2" IN GROUND COVER AREAS. • CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND OR DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH C0NDIT10NS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST ADOPTED EDITION OF THE UNIFORM BUILDING CODE, THE AMERICANS WITH DISABILIT1ES ACT OF 1991. AND ALL OTHER APPLICABLE LOCAL AND STATE CODES, ORDINANCES, ANO REGULATIONS. • THE CONTRACTORS, AND/OR SUB-coNTAACTORS SHALL VISIT THE SITE PRIOR TO SUBMITTING BIDS. • SU&CONTRACTORS SHALL BRING DISCREPANCIES IN Pl.ANS, SITE CONDITIONS, AND PRIOR WORK TO THE GENERAL CONTRACTOR'S ATTENTION BEFORE ANY ADDITIONAL WORK IS PERFORMED. • CONTRACTOR SHALL REMOVE FROM THE SITE AND LEGALLY DISPOSE OF ALL DEBRIS AND EXCAVATED MATERIAL NOT REQUIRED FOR FILL NO RUBBISH OR DEBRIS SHALL BE BURIED ON THE SITE. • SLOPE IN LAWN AREAS NOT TO EXCEED 3:1 • PROJECT WALKS NOT TO EXCEED A SLOPE OF 20:1 OR 5% GRADIENT. • SLOPE IN GROUND COVER NOT TO EXCEED 2:1. • RAMPS INTO BUILDINGS NOT TO EXCEED 12:1 OR 8.33%. • SLOPE OF DRAIN LINES SHALL BE 0.5% MINIMUM AND 50% MAXIMUM. • HOLD ANISH GRADE A MINIMUM OF 6" BELOW FINISH FLOOR UNLESS OTHERWISE NOTED. • ALL PROPERTY LINES AND LOT LINES SHALL BE VERIFIED PRIOR TO COMMENCING WORK. • SEE CIVIL ENGINEER'S PLAN FOR PRECISE GRADING AND DRAINAGE ELEVATIONS. • CROSS SLOPE IN PAVED AREAS NOT TO EXCEED 2%. • GRADIENTS FROM RIDGE LINES ANO HIGH POINTS TO DRAINS SHALL BE CONSTANT AND EVEN WITH NO ABRUPT DIPS, BUMPS, AND CHANGES IN ELEVATION. ,,,,,--, .,..,.,- \ GRADING LEGEND FFE GF FS FG HP TW TD TC TS BS TP 4) ~ _,_,_ / FINISH FLOOR ELEVATION GARAGE FLOOR FINISHED SURFACE FINISHED GRADE HIGHPOINT TOP OF WALL TOP OF DRAIN TOP OF CURB TOP OF STEP BOTTOM OF STEP TOP OF PILASTER DIRECTION OF FLOW GRADE BREAK CATCH BASIN NOS-SPEE·D-BASIN (4" DIA.) (WITH ATRIUM GRATE) (GREEN) OR EQUIVALENT CATCH BASIN NOS-SPEE-D-BASIN (9" SQ.) (WITH ATRIUM GRATE) (GREEN) OR EQUIVALENT PERFORATED PVC DRAIN LINE (WITH FILTER FABRIC WRAP) (4" DIA) OR EQUIVALENT SOLID PVC DRAIN LINE (4" DIA.) OR APPROVED EQUIVALENT "5,f-tl. ~ ti,j;'F;_~ .· rn-'-' 158 \ 153 2 :? 7: !,'t;!) • MJ2_· 152 ~#$i&o rl}[? , • - , NOnl: Rl!FllR 10CIVIL ENGINEERS GRADING ANO lillOSION CON1'ROL l'UNSKIR TYPICAL Wf CRADING ANO DRAINAq!!, !M!. lil.J!V ATIONS, Sl.Ol'ti HIIIGHTS, AND DA ,.....,n I UNES. ___ ___:,"-<-----------I--/="Of'! Tc?T WT .z;w,{l,<./,<&;.£- LOT 227 \ /;:./3 ff/e w a,--,;;;;;._ 8:, SHee, 2-~. l 'i' 0 NORTH KEY.MAP 10 20 ,10 SCALE 1" • 20' . IVY · UNDSCAN ilCHITECTS • INC. 7S7W.l•yS..... ·~ .. ~~c-.naoi NEW SHEET ~-Fl CITY OF CARLSBAD (•Ml. '''I r--;---t--------------11--+--J----I L..!L.J Pt.ANNING MITMliNT 4 7 t---it--t-----------_Jl--.1--.L-_J . HAR&SCAPI: CON$ltlU.CTION PLAN FOR: C_ARLSBAD TRACT 84-32 COBBLESTONE SEA VILLAGE UNITS I & U "'""'"ovto ASSIST.ANT PLANNING DIRICTOA APPROVE[)FORPLANTINGAND OWN ■Y "IIOJICT. MO I OA....... J IRAIGATIOfi' ONLY, INCWOING r>••· ......... 51ff D&fl. ....,... CHIIO .y-. -'---1 CT 84 32 345 ~ L PBECfSffOC,A,TIQNQff.UNffiGMEM ... ~•: ..... ::'""':1:•::o,::::"":°""~t,1..,--•-v_,_s_tON_·_DE_s_:c.:.:A.:.:IP_t_:10::.;N __ ...Jt,.:lfC>~:_:oe~,!!'~~•~-~~••::l.=':::1l=L=o="'=·====~=·=·=· =·=·:::=~===·=7 ===~ C.M.W.D. a2:.3o; · Install Playbooster Playstructure model number #1194738 -manufactured by Landscape Structures INC. Distributed by Coast Recreation. 2082 S.E. Bristol ste 204 Newport Beach, CA 92660 Phone: (714) 553~8065 Fax: (714) 553-8067 COLOR TO BE SELECTED BY LA/OWNER. I I Minimum Components: Slidewinder Spyroslide Loop Arch Left Transfer Module Transfer Point Store Front Panel Slant Window Panel Driver Panel NORTH" ~1111=111~11~11I Approximately 300 square feet of Playbound pour-in-place resilient surfacing. Sand G TOT-LOT STRUCTURE: NTS J 14" J r r E 18" LEGEND l FURNISH AND INSTALL CONCRETE WALL CAP # AWC12AV BY SAN DIEGO PRECASTCONCRETE. (619) 449,6810. LIGfIT BLAST FINISH. INSTALL PER MANUFACl'URER'S INSTRUCTIONS. 2 8X8Xl6 CMU. SOLID GROUT FILL REINFORCED CELLS ONLY. 3 #4 REBAR AT 24" OC BOTH WAYS, ALTERNATE VERTICAL BENDS IN FOOTING. 4 CONCRETE FOOTING 5 90% COMPACfED SUBORADE 6 PLANTING AREA (SEE PLAN) 7 Pl.ASTER FINISH. COLOR TO BE SELECTED BY LANDSCAPE ARCHJTE<,T / OWNER. NCTrE: ALL REINFORCEMENT. FOOTING SIZE, AND BASE PREPARATION ARE SHOWN FOR BID PURPOSES ONLY. CONTRACJ"OR SHALL VERIPY REQUIREMENTS WITH A STRUCTURAL ENGINEER AND COMPLY. MASONRY WALL / SECTION • NTS ,----------,' I I ~-~,--' __ , ---~ : ~ ~r~t~Jµ I ' I I I l- Q ' r- F LEGEND, I I ,_ _ _____, I 1 I I I I I I I I I I I I L FRECAST CONCRETE PILASTER CAP• AFC2401 FROM SAN DIEGO Fi'<ECAST CONCRETE INC. 5ANTEE. CA. (bl"l) 44"l-681fZJ. INSTALL FER MANUFACTURER'S INSTRUCTIONS WIT!-< LIGHT SAND BLAST FINISH. 2. FRECAST CONCRETE WALL CAP • ALLCl2A~fZJ FROM SAN Pl:=GO FRECAST CONCRETE:: INC. SANTEE, CA. Cbl"l! 44,1-6810. INSTALL PER MANUFACTURER'S INSTRUCTIONS WITH LIGl-<T SAND BLA5T FINISH · 3. FINISHED GRADE/ SURFACE (SEE FLAN)_ 4. 24" X 24" PILASTER C5EE DETAIL C • SHEET 22 J :',_ "l0% COMPACTED SUBGRADE NOTE, FOOTING DIMEN510N5. RELATIVE COMPACTION, AND REINFORCING ARE Sf-!Oll.N FOR BID PURPOSES ONLY. CONTRACTOR 5HALL COMPLY WITH STRUCTURAL ENGINEER'S PET AILS AND CALCULATIONS. VERIFY PRIO"s TO BEGINNING MASONRY WALL / ELEVATION I s l'ffQfO _ GIOOf_l_lC COlll'Ollf•IION C I I ---------I .. : '= ll==¼a=!!c=i!=---, L,.IJ==/=== / ..: :I I- I :r w ~ __. ii: ... Q ' ' "' '9 LEGENO, I 1----·--····-·-"""'" ELEVATION I y ' ! L PRECA5T CONCRETE PILASTER CAP • AFCla<!>l FOR le" Pll.A5TEIR, OR •Af"C2411)I FOR 24" PILA5TER FROM 5AN DIEGO .. A-!ECA&T CONCRETE INC. 5ANTEE, CA (6F.IJ 44':H,ele>, INSTALi. PER MANUFACTURER'S INSTRLICTION5 ll/lTi-1 I.IC.HT SAND BLAST FINl'?i-/. 2. FINISH Gl'!ADE/5URFACE !5EE PLAN) ~-POOL AREA Fl3-!CINC. 5EE DETAIi. B. 5!-IEET 23, 4. FI.A&TER FINl51-1, COLOR TO SE 5EI.ECTED 6Y LAND5CAPE AF<CHITECT/ ou.NER. !:>. t," X ,._. X li<>" CO-CRETE BLOCK 50LID Gi.c:>UT FILL. 6. "4 REeAR. 4 TOTAL VERTICAL. 24" O.C. i-lORIZONTAL. i. SOL ID GROUT FILL. 6. CCNCRETE FOOT ING ON ,lll)';I, COMPACTED 5Ue-Gl'!ADE ~ I" Ci-lAMPFER /TYPICAL/. NOTEl';, ALL REINFORCEMENT. eLOCK AND FOOTING SIZE AND 6ASE F'RE:PARATION ARE 5HOU.N FOR 81D PUF<.Po5ES ONL y_ CONTRACTOR SHALL VERIFY REQLIIREMa-lT5 WITH A STRUCTURAL =INEJ;R AND COMPLY. PILASTER DETAIL 1' 16" ""'24" 1' I~ 5EE PLAN I SECTION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. A. CONTROL JOINT• B EXPANSION JOINT C COLDJOINT 2 ~ • • • I .., .. ,... _. ... :.~ .id.•·-. D. SAWCiJT JOINT 3/!l" E. EXPANSION JOINT-NO SEALANT ' LEGEND: 1. 118" RADIUS EDGE 2 _ PAVING FINISH SURFACE PEA PLAN 3 JOINT FILLER PER SPECIFICATIONS 4. BACKER AOD PER SPECIFICATIONS 5. TWO-PART POLYURETHANE SEALANT PER PECIFICATIONS. 6. 112" DIA. X 24" LON(l STEEL DOWEL@ 24" 0.C .. PAPER WRAP ONE END. • 2" MINIMUM B CONCRETE JOINTS NTS 6' & tP . -r)(-K SECTION/NTS LEGEND: 1. DEEP TOOLED JOINT. SEE JOINT DETAIL 2. 1/4" TOOLED RADIUS, TYPICAL 3. SCORED CONCRETE PAVING REFER TO MATERIALS AND FINISH SCHEDULE 4. EXPANSION JOINT REFER TO JOINT DETAIL 5. 6X6, 6/6 WWM, MIN.1 1/2" FROM BOTTOM 6. 90% COMPACTED SUB-GRADE NOTE: CONSTRUCT EXPANSION JOINT WHERE INDICATED ON PLAN AND AT ALL JUNTIONS WITH VERTICAL SURFACES. (WALLS, CURB, ETC.) UNLESS OTHERWISE NOTED ON PLAN VERIFY WITH LANDSCAPE ARCHITECT PRIOR TO BEGINING OF WORK PAVING THICKNESS.BASE PREPARATION ANO REINFORCING ARE SHOWN FOR BID PURPOSES ONLY.VERIFY REQUIREMENTS WITH SOILS' ENGINEER. A CONCRETE PAVING/ SCORED NTS NEW SHEET rf4•_·· t2r_. T I C IT y O F CAR Ls BAO ~L'! ... 4'( f:7'1' 11_1, ~ PLANNING DEPARTMENT _ ---------------1----1--____.~--1 =::...============:!!::=::;..:; i------t---l---------------+-+---1---~ t---l------1-------------·-· ·------+---4-- n•ll lf1Hll.ti._ ~ N(,,l"U,. or WQllll!jij, REVISION OE!ICAIPTION '"' NO O• tf. 111111nl&L CITY A,p,ifllov•t. C.M.W.D. 82-302 HARDSCAPE CONSTRUCTION DETAILS CARLSBAD TRACT 84-32 COBBLESTONE BEA Vlll.AOE UNITS I Ii n ASSISTANT PLANNING DIRECTOR D•N IT ----1 •flOJf.Ct. 1110 I OR--"'°· I ~rtl°r, \it.---.... -. ...:-.~·1 CT 84-32 345-9 L ., .__ _____ __, '--------· HARDSCAPE DETAILS E D // I S'-511 . . , • • 3112" 2 , 1/Z" ;Bl ~ Uio. 0 ; "'"' ,. ;h I<- 3 I -'~~ --::: ~ --n r • 1/1/ b" 0-""' i':::<::::: ~ . -=" . ·-~ >-.. ~,,:: ~ . 0-- LEGEND, L 1 112" X I 112" TI.IBU!.AR &TEE!. FRAME 2. :114" X I 112" TueuLAR STEEL RAU.. 3. 510" SQ. &TEEL PICKETS AT 3'•&• OC. 4. 2·· X I" TUBULAR STEEi.. JAMS i,,, SELF-LOCKING l<EYEC> LATCH / ~ 0 &. (:IJ HEAVT DUTY. 5F'Rlri5 LOADED 5EU'·CLOSl1'6 Hil'6E& rPAINTED &AMI:: COLOR AS GATEJ. 1. FINISHED ~El eui.FACE (Sl:E FLAN/ !I. l"ILA5TER f"!!:R DET AU. C , SI-leer 22 . -& - NOTE, FOOTING DIMEN510N5. F<ELATIYE cct1PACTION, ANr> RE~ING ARE &1-lOU.N FOR BID FURP0!3E5 ON!. Y. CONTRACTOR SHALL COMP!. Y WITH STRUCTURAL ENGINE!,R'S DETAILS AND CALGULATICNS, VERIFY PRIOR TO eEGINNING AN'r II.ORK NOTE, CONTRAC'l'OR SHALL ~IT C>RAWING OF GATE PANE!. PROYIC>EC> BY GATE FAeRICATOR FOR REVIEW ANP Al I 1"'-'VAL ~~ ' I ' . " " -----~1--......l if€,_" ____ _ MOTES, A. ALL W1"1.DS 51-!ALL BE CONTINUOUS AND SMOOTH. a ALL M!;'TAL SHALL RECEIVE TWO GOATS PRIMER AND CNE COAT SEMl-<iiiL055 ENAMEL (COLOR TO !1£LECTED BY =ER'S AUTI-IC>Rll'.ED l<EF!'!E&a<T ATIVE/ LANC>eCAf"e ARCHITECT. 6T LANDSGAFI; Al'IC'HIT!;'CT I ou.t-lER PRIOR TO 6EGINNl1'6 Am tLIO!'sK. C. ALL M1"TAL SI-IALL EIE SEAMLl!!SS, .::IALVANll'.ED STEEL. POOL ENTRY GATE ' -· ..... & ~-- I I. 1112" X 1 112" TtaJlAR &TEEL FRAME 2. ;!/4' X 1 112" Tueul..4R &TEEL RAIL <TOP AND BOTTOM} ~. &le," !a. STEEL PICJ<ET& AT ~•-,>· OC. . - &. (3) I-IEAVY OUiY. -LOAOl=C>. SELF-Cl051NG HINGE5 !PAINTE:O SAME CCI..OR G.4TEJ. &. FINl5HEC> GRAOI!!/ ~.UO:F.4CE (S!:1" Fl.AN) 1, 1 1/2" &a TUeULAR STEEL POST IN 12" C>IAMETER CONG~!!! FOOTING. SET PO$T MO TLieULAR STEE'L 5LE'EYE AND POR-ROK Fill Ai', REQUIRED. B. -COMPACT!cc:> eueGRAOE PEDl:Jlff!ftN ENTRY GATE ---~ I ' '' . 5'-Q)I• .!:'-tl)" I, ;I" - ft-M ' I ~ &· r--::: P:: .,v ~ ' . . IU++-tt-H+----"1,,.,- e= 'J :. ' a . , NOTE, FOOTING OIMEN&ION&. !'!S.ATIYE CCMPACTION. AND REINFORCING ARE SHOii.!-! FOR BID PURFO&ES ON!. Y. CCNTR.4CTOR &HALI. C.:OMF\. Y WITH STFsLICTURAl. ENGINEER& D1"TAILS AND CALCUI.ATIONS. Vl'cRIFY PRIOR TO e.EGINNING Am tLIO!'sK. NOTE, CONTRACTOR SHALL !IUeMIT DAAWING OF GATe PANEL P!SODUCED BT GATE F.46RICATOR FOR REVIEW AND Al I MOYA!. BY LANDOCA!"e ARCHITECTl=ER PRIOR TO BEGl~ING AN'!' WORK N0'1'1!!5, A ALL WELC>& &HALL BE CONTINUOUS .llNO SMOOTH. B. ALL Ml!!TAL SHALL i.ECEIYI: TWO COAT& PRIMER AND CNE COAT SEMl-<lil.055 ENAMEL (COLOR TO !1£LEC'TED BY OUN::R'S AUTHORIZED R!':Pl<ESENTATIVE/ LANDSCAPE ARCHITECT. C. ALL MET AL S!-IALL !!JE SE.dML·1::ee. GAL vANl:Z:ED STEEL. J , ,.,c:no 01oou1< cow••oumoN C B i • , LEc.END, ,. 112"0!'.:. r0 ' ----'ic .. n1" ~ /2) -~ .wr,,O.OC,JM''0~/16· ...... . ~ --- n n n n 1 J I ) ) I I \ I I I _J 1------ • ·.; ·-. •· . 10 ,___... . .- _4:• . -~ ,4 LEGEND, - I. 2" >< 2 112" TUBULAR STEEL F'RAHE· 2. 2." x 2 112'' TUBULAR STEEL TOP fij?AIL ~ .. 3 .. I" >< 2 112" TUBULAR STEEL BOTTOM FeAIL 4. S/8" 5Gl. TUSULAR &TEEL PICKETS AT 3'-6" O.C. !>. 3" X 3" TUBULAR STEEL POSTS WITI-! PITCl-!ED n I I POST <;AP, POST SPACING, &HALL SE e;QUAL (8' 0.C.J t>. FINISI-IED Gf'le.ADEI SUF!FACE (SEE FLAN). 7. I-IEAVY DUTY EIUTT I-IINGE&-OR APPROVED EQUAL (PAINTED TO MATCH !"ENCE) 8. BALUSTl:cR COLLARS ':l. 24" X 24" PILASTER, &EE DETAIL C , SI-IEET 22. IIZ'. GATE FOST FOOTING AND SLEEVE PER GATE MANUFACTURERS/ STRUCTURAL EN61NEl:cR. MOTORIZED ENTRY .GATES 2 , ,. -. . I/ ..., -, I I I I . ~ I I r-_J L-7 I I I I L _______ ..J NOTE&, n n ) \ I n n n n I ' H n I I I I I I ) ) I I NOTES, A ALL WELDS 51,,ALL SE CONTINUOUS AND SMOOTI-I. El. ALL METAL SMALL RECEIVE Tut> COAT& PRIMER AND ONE COAT &EHI-GL055 ENAMEL (COLOR TO SELECTED BY 01.1..NER'S AUTMORIZED REPRESENTATIVE/ LANDSCAPE: ARCI-IITECT, C. ALL METAL SI-IALL BE SEAMLESS, GALVANIZED STEEL. n n n n n n I ) 0-0· oc. , MAX , I I 4 5 • ·1 . 0 (2" GLEAA ' , lJ;:;: ll;:;:;il ;, • ill ill 1• 1: :l ' I I.I I lill I lllil I IH I : fill: . = = :::l I I 1=1 !!l ~I 111~1 • I -, -111· . J . • . ~111 111[ ~ -~' • ,111 1 1 i1111111 n1 11w=-1 .,..__ .- J 1:1" J r r ' ' i i ' ' l APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. A { n n n n I n ' I ' • ) I a • I I I L I ~----_J ! L FILA&TER (&EE DETAIi:. C S!-l!=ET 22 ! 2 I 1/2" X I 1/2" i\JeLILAR eTEEL FRAME A. ALL WELDS !'!1-!ALL SE CONTINUOU& AND :'!MGOTJ..I. e. ALL HETAL &I-IALL RECEIVE TUIC CCAT& M(>IHER ANO ONE =AT 51:Ml-<,,1.0&& eNAMEL (COlOR "O :;ELECTED SY CWNEF2'& AUTHORIZED REPRESENT A TIVEI LANDS.CAPE · A!<X::t,.1 I TE CT. ,_____._'----'-------------------------NEW SHEET 3. 3/4" X I 112' TUSLILAI'< &TEEL RAIL 4. S/8" SQ. Tt;sULAl'I! 5TEEL PICKET&, 3 1/2" OC. S. FINl!,J..I Gl'<AD1"/e<.JRFACE (&EE FLANJ <;,, 3" DIA. LAG eoLT& EQUALLY &FACED 7, I 1/2" e;a_ TU6ULAR 5TEEL FO&T& AT 8' (MAX! OJ:;_ F'O&T SPACING &HALL SE EC>LIAL. &ET PO&T INTO TU15ULAR &TEEL &LE1"YE AND POR•RG'K FILL Ae REQUI..EO. 8. 12" DIA. CONCRETE FOOTING. '3_ '3/2l% COMPACTED &t.16<:.,R.ADl:c, METAL FENCE DETAIL C. ALL METAL SJ..IALL SE SE.4HLE&&, GALVANIZEC> &TEEL. NOTE, NOTE, CONTRACTOR e,l,,JALL e<.Jet'IIT Dl'E!AWINC, OF 6AT'E F'ANEL AND FENCE F'F<OVIDED SY GATE FASRIC,t.TcR FC1's REVIEW AND APPROVAL SY LAND&CAF'E ARCJ..IITEC.:T/C'\1.1' E"< F"!'<:IOR TO ~c!,INNIN<:!, ANT !UOl<K t---+---+-------------1---+---1------1~ c,1L!NN~! o~P~R~l~TBAD rn:) t-----+--·-1----"---· ----··-._____,..,......~----~ -·-___ ,. -.i--1----1-----1 t----11-----1-----------------~f--+---+---t PA l1 INIUA\ 1..c;.,,.u~ ot •Ofll~ l'IEVl!llON DE!lCAIPTION '"' NO DA ft, 1•tt•L Ctn .,,,.,mVAl C.M.W .D. 82-302 HARDSCAPE CONSTRUCTION DETAILS CARLSBAD TRACT 84-32 COIIBLE9TONI! 8EA VllUOI! UNITS 1 • R ;:;,:::::;,.:::::;,.,::;.":;0::;v [;,:;D:=:~==;;:;'i[.);;::;C;:::::====1,;J=-,;)=:=-=7=7==; ASSISTANT PLANNING DIRECTOR OAT[ •IIOJtCT. "0, I DA-NO. I CT 84-32 345-9 !.. --------- HARDSCAPE DETAILS H z :s a.. tlJ Cl) . ··. ,, /:Z oe•o•J· ~;xfi,:· F=---{? t?--. ---- LEGEND /J/.)f) :o· ... tJ tJ, V .. . _I)_ I. FURNISH AND INSTALL CONCRETE WALLCAP#AWC12AV BY SAN DIEGOPRECAST CONCRETE, (619) 449-6810. LIGHT SANDBLAST FINISH. INSTALL PER MFG. INSTRUCTIONS. 2. 8X8Xl6 CMU, SOLID GROUT F1LL. . 3. #4 REBAR AT24" O.C. BOTH WAYS. ALTERNATE VERTICAL BENDS AT FOOTING. 4. CONCRETE FOOTING. 5. 90% COMPACTED SUBORADE. 6. PLANTING AREA/ FINISH GRADE -SEE PLAN. 7. PLASTER FINISH. COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT/ OWNER. 8. SLOPE TO DRAINS -2% MIN. GRADIENT. -SEE PLAN. 9. TWO COATS ASPHALTIC EMULSION -OR APPROVED EQUIVALENT. IO. 4" DIA. PERFORATED PVC DRAIN LINE WRAPPED IN FILTER FABRIC A.ND INSTALLED WITHIN A 12··x12··x CONTINUOUS CRUSHED ROCK BED. DRAIN LINE SHALL BE INSTALLED WITH A 1 % MIN. GRADIENT AND TIE TO SOLID DRAIN LINE PIPE AND CURB CORE -SEE PLAN. NOTE: ALL REINFORCEMENT, FOOTING SIZE, AND SUBGRADE PREPARATION ARE SHOWN FOR BID PURPOSES ONLY. CONTRACTOR SHALL VERlPY • REQUIREMENTS WITH STRUCTURAL ENGINEER AND COMPLY. G LOW MASONRY RETAINING WALL ..........,__..---(D .... I). ' . . 6" 18" LEGEND 1. 2. 3. 4. 5. 6. 7. 2" CMU WALL CAP -INST ALL WITII 1" OVERHANG EACH SIDE. 8 X 8 X 16 SLUMP BLOCK WALL GROUT FILL ALL REINFORCED CELLS. #4 REBAR AT 24'" O.C.BOTH WAYS. AL TERNA TE VERTICAL BENDS IN FOOTING. CONCRETE FOOTING. 90% COMPACTED SUBGRADE. PLANTING AREA SEE PLAN. SACKED AND PAINTED FINISH COLOR TO BE SELECTED. F MASONRY WALL AT R.V. PARKING _, -· !. ::::::; t 1 r. ==-~ • - ;::cc:C" \====~?; ).:,".'...:;'' :=I::·~ ~~:::..._, ..::.:..= I i --t i ..___ II I I , •:j I I I ';,-,-t,,,-..,.,-,.,.,,,,...,,.,.,.,.,"-'-.!~ / I 1 • ,, •t..::"""'::I'' , __ ,, -·-.-. ·--....,.__ -~-.....__.. 1/ 11 ~:.,;JI f' ,---I JJ ,___~:t", i:::._: DRAIN IN TURF AREA DRAIN IN PLANTER AREA LEGEND 1. DRAIN GRATE -NDS (818) 991-5000 OR APPROVED EQUIVALENT SEE PLAN FOR STZE 2. FINISH GRADE AT TURF AREA 3. RISER PIPE AS REQUIRED -DIAMETER TO MATCH DRAIN GRATE 4. 4" DIA. PVC DRAIN LINE. 5. ATRIUM GRATE -NDS (818) 991•5000 OR APPROVED EQUIVALENT SEE PLAN FOR SIZE ,., 6. FINISH GRADE AT SHRUB AREA 7. RISER PIPE AS REQUIRED -DIAMETER TO MATCH DRAIN ORA TE E DRAIN GRATE == -•===wa D ... . . . • ... t0 P.A. LEGEND .. . , PLAN SECTION ,· 17" RADIUS 1. ADJACENT CONCRETE WALK/PAVING-SEE PLAN ; P.A. 2. PRE CAST CONCRETE TRASH RECEPTACLE -SEE MATERIALS SCHEDULE 3. CONCRETE PAD. TIIICKNESS. COLOR, TEXTURE. REINFORCING, AND SUBGRADE PREPARATION SHALL MATCH ADJACENT CONCRETE WALK/PAVING 4. 12" SMOOTH STEEL DOWEL (2)-PAPER WRAP ONE END. 5. 90% COMPACTED SUBGRADE TRASH RECEPTACLE NTS B r--~-------------------------------------+---.,___ _________ . ., _____________________________________ _ .. ' LEGEND l ADJACENT PAVING 2 CONCRETE STEPS. COLOR AND FlNISH TO MATCH ADJACENT PAVING. 3 90% COMPACTED SUBGRADE 4 EXPANSION JOlNT PER DETAIL 5 1 l /2" RADIUS 6 # 3 REBARS 12" O.C. EACH WAY 7 # 4 REBAR DOWEL 12" LONG WITl-1 SLEEVE 16 .. O.C. ' NOTE: ALL REIJ\"FORCEMENT. FOOTING SIZE, AND BASE PREPARATION ARE SHOWN FOR BID PURPOSES ONLY. CONTRACTOR SHALL VERIFY REQUIREMENTS WITH A STRUCTURAL ENGINEER AND COMPLY. C CONCRETE STEPS =::::ll l Eillil --~- APPROVED FOR PLANTING A ONLY, INCLUDING PRECISE OF PLANTING AREAS. ND IRRIGATION LOCATION NOTE: POOL AND SPA CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS. FEES, MECHANICAL, STRUCTURAL, ELECTRICAL SYSTEMS AND THE ENGINEERING OF THOSE SYSTEMS. HE SHALL BE RESPONSIBLE FOR ALL REQUIRED EQUIPMENT, ACCESSORIES, AND POSTED SIGNAGE AS IS REQUIRED BY LOCAL GOVERNING CODES. FINAL LOCATIONS OF ALL LIGHTS, LIGHT JUNCTION BOXES, SKIMMER BOXES, LADDERS, DEPTH MARKER TILES. SPA JET CONTROLS, ETC. SHALL BE APPROVED BY O',VNERJ LANDSCAPE ARCHITECT PRIOR TO BEGINNING ANY WORK LIGHT JUNC"T!ON BOXES SHALL BE LOCATED IN PLANTER AREAS HIDDEN FROM VIEW. ~- A SPA DETAIL NTS ' ... NEW SHEET ....... ~ft. -lt4r~:J CITY OF CARLSBAD LID .. ···---·-·· .. -PLANNING DEPARTMENT 7 HARDSCAPE CONSTRUCTION DETAILS --,__ CARLSBAD TRACT 84-32 ---·· --------· -·-·--~-.... -COBBLESTONE SEA VILLAGE UNITS I • D ···- II. P Pl'IOV[ 0. /'J'.7tJ? --................ ~, / ...-?'""".A,-, 1;;; ~ ;,..-z 7 ASSISTANT PLANNING OIRECl'OR OAf[ >-·-0•111 9r l>flOJlCT. MO. I OR .... NO. ) n-,•i -~n~Lilrt ... , o .. u ,wn1t11.t CHKO IY· CT. 84-32 l NC-;;;_• ,i ('f ~ ~£VISION DESCRIPTION f"IELO 8K, 345-9 L NO Cll"f A,-111110\rAl -- C.M.W .D. 82·302 HARDSCAPE DETAILS I ; ) . ---..----· ··---........,, ----------------------------. __ --------------.. .. ,.----...__-----.---.....__....-------;,--~----------------~--- /-o1 If 141 . lE&f.fit> /. CONCRfme. QJR91'f:R fiNG-INt':IEf?.'r;~s. 2. C0Ncf<ET£. SI~ -peR a.l&tf.l.'EJ::R'S i7J...Af-Js. ~-COH:5T1<.UCT:z4" )( 24'' 1:.UT-RY VIA'501'J1(>( "'f"I LAS"f~ 1'f.i',1'. ff1'AU-C, ·,,tit:ioT zr 4-, :P~IU,f£; Al-W 11.!S"f-A-.L-.L-17f,GO!<'.A-"f1YE: '141:'f AJ..1"fti'esf lZ.<AN tN"f-K'( 6,A,f-f; ~Wf Al.L- 17, Sltf:?rt$. CCN-rKAC10tl: .,o WQY("fl'B Sito.!' PRA-WIN6"f'!.'.'fff\"'RW17't "FO.L:PINQ' ,S--P.11< :SY$1~S,ff 1QR TOffGI f..ll-hNfl J>Jmi:l<. $. :F~I cp,,,: -A+-19 fNSf,I\J...J... 'PJ':COl1:f\1[~ HiaT,"J.. 'i'A"f1'i'WW1"AIJ.. f.:. 91!::IH'Z'.7. COf.h'-{!A-C-f ot: -ro i1':0Vl~ SH "i"17AA l>f I 814 1"11'.W#Wih' :f'o.L-'\71 +¼ G'A-rlc $-'(S"f 1:'+-1!> t'f2'10la". -ro ~"fl +-If-I 11-J6r ),!DltK. 6. :f A~I CA--f-t Al-It? )l,J,,-f ,\W. -t?fCO/lA,IYfo' Mf•AL--'ffflct4¥lt--v-r-r A-11-$, 9'1t:f¾ n CON'f-14\C,Ol( --ro .P<1::0Y191< Sll0f'17RA).,( It-!¾ 1'-RffAit'.W ti :f'Dl.,-171 t-l«f 6.Art'. .,_-,-,;1'-;;K-S f'ICIOf! 1" 0 ~ & I t-J H I +-I lf J,loj!f< . \ ,, 1-COt-15,rucr +1-A01-!l'.:Y ,..J.i\J..J...~ ,q::-r,,1.L :P, 51-fff:f zz. h 8 ~Sflt.UC1 /8" X !8"-PfcCO/t.A1/Yf. 1"l/¥,ot-(j(y flLA'?1'1ll2'. ~ t"l,-(AI.L-C ,5H1:'!l'1ZZ. 'I "f.Xl{.1'1N¾ C00MO!-l ),1-AJ.-l..'f-1" A- /0. 1"X !Si'l t-1,;,,f'IJ..AS-~S- //. CONNU"( i?£0W'A"i'IY!:o ~1 Al-:ff+K.ti-j'O :f:)('.t<ifli-l/i;l"l!,.A<;.1W Af 41'1~ ~.L-,t,. fltil:t> Y:£,j;!lfY .1.-QL.p<'f\Of..l. ~ =========CL--. -. _J. --fl ---,, --- ' -'-------~----- ,, ____ _ 1 2 6 LEGEND: I. 2. 3. 4. 5. 6. 7. CONCRETE PAVING-REFER TO SHEET 21, DETAIL 'A' . CONCRETE KEY@ TOT LOT EOOE (TYP.) ADJACENTTOTLOTSANDSIJRFACE (SILICA R 20 -SAND) SEE PLAN. 4" DIAMETER PERFORATED PIPE WITH FILTER FABRIC WRAP.-TYPICAL. 1 CU. FT. TRENCH CONTINUOUS BACKFILLED WIIB CRUSHED ROCK. 90% COMPACTED SUBGRADE. #3 REBAR AT 18"0.C. EACH WAY. 3 . .. ::•.·:-·• .: :+ . : ... ·. . . , : . ' . . .. . . . . . ~ ' . .. :~ ' . . -. ' '• . '• . . -.. : . .-·.i ~11i1 l II l -4 ~,,_ .,_--+---------------------------------------------------------------------------------+----i------------------~-·~---- C SEcoNbAcRY ENTRY HA"R.PSCA'f'f -Pl.AN A -~ ' 1 ·'"°'° ~ fl!.oot.~~C COIIIIOt_AtrOH. "' ~ \ "- ~ ~ ~ If' ~ t;\'---LI :,: J ~ TRELLIS DETAIL TOT LOT DRAINAGE DETAIL /1-1\ J2.11 L 'f 1 I I l ,,. ,,,. .... .... /f II L 7 I .. . , ------ 1 7 I I .... ... ' I ._, l ____ . __ J LEGEND; 2. 3 . 4. 5. 6. 7. 8. 9. 3" X 4" X 3" RAFfERS, NOTCH INTO BEAMS I" MIN. CHAMFER END EDGES 1/2". 3" X 6" DBL GRAB BEAMS, NOTCH ON TO BEAMS BELOW I" MIN. 3" X 6" DBL GRAB BEAMS, MACHINE BOLT THROUGH POST, COUNTER SINK AND PLUG. 8" X 8" POST PLANT-ON$ CUT FROM 2X12 (ALL FOUR SIDES). PLANT-ONS CUT FROM 2X3, OiAMFER I" (ALL FOUR SIDES). PILASTER SEE DETAIL C, SHEET 22. SIMPSON POST STRAP FINISH GRADE NOTES: A. ALL WOOD TO BE DOUGLAS FIR S4S SELECT GRADE TIMBER. B. ALL METAL CONNECTORS ARE TO BE MADE OF GALVANIZED STEEL AND CONCEALED FROM VIEW. C. ALL RElNFORCEMENT, BLOCK AND FOOTING SIZE AND BASE PREPARATION ARE SHOWN FOR BID PURPOSES ONLY. CONTRACTOR SHALL VERIFY REQUIREMENTS WITH A S1RUCfURAL ENGINEER AND COMPLY. ---------------~----,~ ....... ------ NEW SHEET ~. CITY OF CARLSBAD l'"llTII t---+-----1------------~1-----+---1----1~ PLANNING DEPARTMENT . 4 7 i---+---+-------------i---4---1-~ HARDSCAPE CONSTRUCTION DETAILS ·---·-·-··--+---+---+----i CARLSBAD TRACT 84-32 COBBlESTONI! BEA VILLAO! UNITS I • ft APP .. OVl[O .1:t.-,;2-zz OAT 1 APPROVED FOR PLANTING ANO IRRIGATION ONLY, INCLUDING PRECISE LOCATION O.t f I !Ntl !Al ftifOt•tll!IIIII o, •~ REVISION DESCRIPTION PIIO.llCT. NO. I C.T. 84-32 _ DA ...... NO. 345-9 L } OF PLANTING AREAS. C.M.W.D. 82-302 HARDSCAPE DETAILS /. PLANTING LEGEND:: ------:--~-------:-:--------:----,----------------7-!!!II!!---~,-•------a1!!!!!!!!!!!'!'!'!!!!"'""""_'"""' ___ _111111111_ ..... ____ """'!""""~~~-=--~-~~~~~-,-11111--~~----~~~-~~-~~....,.--11111 ..... ••.■. __ ,, __ ~_ lllllll'!~ ____ ..._ ____ --. NOIBS: / I =TOCIVILENGINllllRSGRADINGANP • SYM BOTANJCAJ NAME/COMMON NAME TREE ® T-1 TIPllANATIPU/TipuTree 0 T-2 PINUS ELDARICA/MondoilPine © T-3 TRISTANIACONFERTA/BrisbaneBox ® T-4 CINNAMOMUM CAMPllORA / Camphor Tree 0 T-5 COCOS PLUMOSA / Queen Palm 36" Box/ 48" Box 15 Gal./ 24" Box 15 Gal. / 24" Box 24" Box / 36" Box/ 48" Bo:it. 18' Brown Trunk VINES " Y-l ROSA BANKSIAE 'ALBA Pl.ENA' /Lady Bank's Rose 15 Gal. · " Y-2 GREWIA CAFFRA /Lavencler Sm Flower •• Y-3 PANOOREAJASMINOIDES 'ALBA' /Bower Vin< .. V-4 CL ITOSTOMA CALIJS1EGIOIDES / Y-,olet Trumpet Vine SHRUBS 0 S-1 RAPHIOLEPIS IND I CA 'CLARA' I India Hawthorn m S-2 AGAPANTHUS AFRICANUS /Lily of the Nile @ S-3 PITl'OSPORUMTOBIRA'YARIEGATA' /Mock Orange rn§ S-4 HEMEROCALLlS SPP,/DayLily ~ S-5 TRAOJEL()SPERMUM JASMlNOIDES / Star Jasmine 0 S-6 COCCULUS LAURJFOLIUS /LarntlLeafed Snail Seed 0 S-7 CARISSA GRANDIFLORA 'BOXWOOD BEAUTY'/ NCN $ S-8 BUXUS M!CROPHYLLA 'JAPONJCA' / Japanese Boxwood 0 S-9 XYLOSMA CONGESTUM 'COMPACI1JM' 0 S-10 PITI'OSPORUM TOBIRA 'WHEELER'S DWARF'/ NCN 0 S-1 l STRELITZJA REGINAE/ Birr! of Paradise @ S-12 ELAEAGNUS PUNGENS / Silverberry 0 S-13 RAPHIOLEPIS INDICA' MAJESTIC BEAUTY'/ NCN 0 S-14 HIBISCUS ROSA SJNENS!S 'BUTI'ERFL Y' /Hibiscus fS3 S-15 CONYOLYULUS MAURITANICUS / Ground Morning Glory GROUND COVERS l:',->:,j G-1 TURFGRASS/Manthonll E2'.J G-2 E'Z3 G-3 LONJCERA JAPONICA 'HALLlANA' / Hall's Honeysuckle ROSMARINUS OfF!C!NALlS 'PROSTRATUS' / [SJ G-4 □Gs EZ]_ G-6 Dwarf Rosemary ACACIA REOOLENS / NCN MYOPORUM PACJFICUM / NCN LM"TANA SElLOWJANA I Trailing LantM!a REFER TO SHEET 29. FOR i>LANTIN PLANS OF THIS AREA. ®· • I I I I , I 15 Gal. JS Gal_ 5 Gal 5 Gal. I Gal, 5 Gal. l Gal, l Gal, 5 Gal. I GaL 5 Gal. 5 Gal. 5 Gal. 5 Gal. 5 Gal. 5 Gal. 5 Gai. I Gai. Hydroseed Flats Flats l Gal. 2 3/4., Liners Flats \ \ @ I @ I @- GD 15 ®- mMMENTS Sec.Plan 2 Sec Plan 23 St:t. Plan ;,,,-;. See Plan 11 Matched II Single stake 2 Espalier 5 Espalier 4 Single Stake 43 17) Plant at 18" o.c. 61 "Yellow• -Plant at 18'' o.c. Plant at 12•• o.c 16 Plant at 24" o.c 26 63 59 45 45 41 2J Plant at 18" o.c. see rurfgrass secl mix - sheet-37 plant at 18'i o.c. plant at 24" o.c. plant at 101-0" o.c. plant at 24" o.c. plant at 24" o_c_ I I I I I I I " ' I I I I I I I I I I I I I I I I I I I I CJ:l fiROSION CONTROL PI..ANS RJR TYPICAL LOT L Contractor shall include in his bid (60) flats of seasonal color ( 4" pots to be planted at 6"o.c.). Location and varieties shall be c,;, GRADING AND DRAINAGE, PAD ELEVATIONS detennined in the field by the landscape architect at the time of :installation. Contractor shall verify with landscape architect prior to / SLOPE HlllGHTS, AND DA YLIG!fT LINES. · beginning any work. ~ _______ "' 2. Contractor shall furnish and install Medium Grind Mulch in all shrub areas unless noted otherwise (3" COVER PER MA/Nl,JALJ / --------------~~ --~ ] ~,-.............._ __ ·--t I I I I I I I I I I I I a: 0 UJ oc I a.. <C (,/) / / @ © / ,/ / / ',, ... --~~ a: 0 llJ a: :J: 9i: IJ) / / / / /< / . '·· / 'i<' , . '---~ ··-, ___ [y ,/ I / '1;, / '1;, / '"\·'-15 Gal ' . \\ --@ ·\ \ \ \ ~------@ \ \ REFER TO SHEET 29. FOR PLANTING , PLANS OF THIS AREA. ► / N 7 ~~__.__ ..... \ ---------<@ ---,--------------, .. -----------=-'-CID ® " " " \ LOT 109 . \-\ \ \ \ I _ .. -------- ------ A2 A3 t ® REFER TO SHEET 29, FOR PLANTING '----------tG)-j7----1 PLANS OF THIS AREA. I l I KEY MAP / I I I I I ' I I ' ' I _ .. t --,,,.,-- .,.........,.,,.,....-- I I I NOTE: NOTE: NORTH, FOR PLANTING NOTES REFER TO SHEET 37. THIS PLANTING LEGEND REFERS TO nus SHEET ONLY. FOR COMMON AREAS, REFER TO LEGEND ON SHEET 37. o 10 20 ~o I I I I SCALE 1""' 20' IVY • LANDSCAPR ARCHITECTS • INC. mw.1 .. , Slftet . S.. Dleso,Califoraia 92101 (6t91DS-S360 EW SHEET fs¥.vl CITY OF CARLSBAD l'"l(TSI r----t---+-------------------f-+---1---1~ PLANNING DEPARTMENT 4 7 ' -. ' I I PLANTING PLAN FOR: I C.ARLSBAD TRACT 84-32 COBBLESTONE SEA VILLAGE UNIT$ I & 11 __ J APPIIOVEO ASSISTANT PLANNING DIRECTOR APPROVED FOR PLANTING ANO O•N .... --'--·I PIIOJtCT, NO OAAWING Ill()_ I IRRIGATION ONLY, INCWOING n•!I '"111•• $Nt OUl, ,.,,.,., CM0<0 IV,___ C 84 345.9 L REVISION 0ESCAIPTIO.N "£LO 11( T --32 .J!BEf.lSELOCATJQltOE .. eLAtJJltltG.N!fAS.,.l!'~MC.::•":1~•.:~1°~•-=w~o~ .. ·~----_:_.:::,,:..:..=_:,::~::.:==~=:_ __ J.'.""~[:!e~•~ .. :::•~":!PR~O~•~·~•:l;::::=::::::::':::==~==·=·====~======~ C.M.w.o. 82~3o: PLANTING PLAN ' ® 0 © PLANTING LEGEND: Sl'.M BQfANICAL NAMErnMMON NAME TREES T-1 TIPUANA TIPU /Tipu Tree T-2 PINUS ELD ARICA/ Mondell Pine T-3 TRISTANIA CONFERTA / Brisbane Box VINES .. V-1 ROSABANKSIAE'ALBAPLENA' Lady Bank's Rose .. V-2 GREWIA CAFFRA Lavender Star Flower • V-3 PANDOREAJASMINOIDES 'ALBA' Bower Vine 0 SHRUBS S-1 RAPHIOLEPISINDICA 'CLARA' /India Hawthorn ~S-2 AGAPANTHUS AFIUCANUS / Lily of the Nile @) S-3 Pl'ITOSPORUM TOBIRA 'V AruEGATA' / Mock Orange ms-4 HEMEROCAWS SPP. / Day Lily -S-5 TRACHELOSPERMUM JASMINOIDES / Star Jasltline 0 S-6 COCCULUS LAURIFOLIUS / Laurel Leafed Snail Seed EEffis-1 CARISSA GRANDlFLORA 'BOXWOOD BEAUTY'/ NCN © S-8 BUXUS MICROPHYLI..A 'JAPONICA' / Japanese Boxwood © S-9 XYLOSMA CONGESTIJM 'COMPACIUM' 0 S-10 PITI'OSPORUMTOBIRA 'WHEELER'S DWARF' /NCN5 Gal, 0 S-11 STRELITZIA REGINAE/ Bird of Paradise . , ....... ..,.."( (i ll at••mN 36" Box 15 Gal. / 24" Box 15 Gal. / 24" Box 15 Gal. 15 Gal. 5 Gal. 5 Gal. 1 Gal. 5 Gal. 1 Gal. l Gal. 5 Gal. 1 Gal. 5 Gal. 5 Gal. 5 Gal. ---- ' • COMMEN[S See Plan See Plan Single stake Espalier Espalier Plant at 18" o.c. 'Yellow' -Plant at 18" o.c. Plant al 12" o.c Plant at 24" o.c I I 157 2 16 18 2 2 3 80 12 14 12 12 32 IO \ \ NOTll: ltl!R!R TO CIVIL ENCINEEl!S CllADINC AND &ROSIONCONTIIOL Pl.ANS Rlll TYl'ICAL LOT CIUDING AND Dl!AINAG6, PAD 111.l!V A TIONS, 5I.Ol'I! HIIICHl'S, AND DA VI.IGHT LINES. . . GROUND COVERS Q G-1 nJRFGRASS/Marathonil ~G-2 ~G-3 LONICERA JAPONICA 'HAU..IANA' I Hall's H()lleysuckle ROSMARINUS OfFICINALIS 'PROSTRATUS' / Dwarf Rosemary Hydroseed Flats LINERS see turfgrass seed mixsheet. 3 plant at 18" o.c. plant at 24" o.c. NOTES, 2. Contractor shall include in his bid (20) flats of seasonal color (4" pots to be planted at 6"o.c.). loca(i()ll and varieties shall be detennined in the field by the landscape architeet at the time of installation. Comrnctor shall verify with landscape architect prior to beginning any work. Contractor shall furnish and install Medium Grind Mulch in all shrub areas unless noted otherwise (3" COVER l"ER MANUAL) 156 / / / ., 155 , ~ 152 ---------·c:c···-SI ,., \ LOT 227 l 1' KEY MAP NOI'E: FOR PLANTING NOTES RBPlm. NOTE: 'IO TO SHEET 37. lHIS PLANTING LEGEND RBFERS THIS SHEET ONLY. FOR COMMON AREAS, REFER TO LEGEND ON SHEET 37. ~ 0 10 20 NORTH SCALE 1 M ,.. 20' . IVY • U.ND8CA.P& AaCIUTBCTS • INC • 1S1 w. '"' SC-··=-~.:~----·· NEW SHEET · 1.,~~TI CITY OF CARLSBAD l"'T4 t--t---t-----------4+-+--+--1 47 Pl.AN AR ... NT 47, r-;---+-------------++-4----1-•---1 . .. . , PLANTING PLAN FOR: C_ARLSBAD TRACT 84-32 • COBBLESTONE SEA VILLAGE UNITS I & II --;---t-----,---------4-1--~--J.----1 A'"PIIIOvlO ,::,/ /§ U-,1,,,.,,;. I -"--';/ • ~"P"""'~-i---t--+-:------:----------,l..l.-"----1--..J ASSISTANT '-ii.A ING DIRECTOR APPRO""'DFOR ..... ..........,. •uo t---t---t-------------l--1-4---1---l~~~_=::.!.~_:-11~~~¥~~7i~~iii:7 ,.,._ ,...,,..,....,."" 101ill .. IY-~ "110Jt:CT. NO ..... ,.,. .... ..,.......ONLY ......... ·-•= ..... , _,,.. CHt<O ti·----t P'W'lll,;U'llft,.lf'9 ~~ •arv1, ....... -sc-.... ·"' OAT■, .. ,~ CT ·34 32 " .e.BECIRf I QCATION 01;: e.LAND.fllGAHEM.,__1!•:w.~-~•"~()l~•:!-=lL_ _ _:""".::.:=~= .. :.: .... == ..... :_:'~ION=--+1::."°~:::c§In!.!~J"~"""""~~•~• :r::'::'l::L:.:O::::::'::::::::=.~::::· :::.:' :::::•===~:::::=::::=:::::!J I ;;z-;;i. -f..Z '-4 ' I O"t::11111 HO. ) 345.9 L C.M.W.D. 82:..so; PLANTING PLAN