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HomeMy WebLinkAboutDWG 433-5M; CUP 02-01; OLIVENHAIN MUNICIPAL WATER DISTRICT HEADQUARTERS; 01-20-; ' i' GENERAL NOTES RECYCLED WATER NOTES 1. All WORK SH All 8£ DON£ IN ACCORDANCE WITH TH£ Ol/VENHAIN MUNICIPAL WATER DISTRICT'S "CARLSBAD REClAMA TION RULES ANO REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS" DA TED OCTOBER, 1993. 2. DRINKING FOUNTAINS SHAll 8£ PROTECTED FROM SPRAY FROM RECYCLED WATER. 3. 4. 5. 6. 7. BEST MANAGEMENT PRACTICES SHAll 8£ USED TO MINIMIZE RECYCLED WATER ENCROACHMENT ON PUBLIC FACIUTIES SUCH AS PICNIC TABLES, BBO'S, PLAYGROUNDS, SAND TOT LOTS, ETC. NO PONDING, RUN-OFF OR OVER-SPRAY IS PERMITTED. HOSE BIBS AR£ STRICTLY PROHIBITED. ON-SITE CROSS-CONNECTIONS BETWEEN RECYCLED WATER l/NES AND POTABLE WATER l/NES IS STRICTLY PROHIBITED. NO SUBSTITUTION OF PIPE MATERIALS Will 8£ ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF Ol/VENHAIN MUNICIPAL WATER DISTRICT. All ON-SITE PIPES SHAll HAVE WARNING TAP£ PER Ol/VENHAIN MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. * 8. TH£ IRRIGATION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10: 00 P.M. AND 6: 00 A.M. TH£ FOLLOWING MORNING (SPOT IRRIGATION COULD 8£ DONE AT A DIFFERENT TIM£) WITH QUAUFIEO SUPERVISION PERSONNEL ON SITE. 9. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER All WIRING AND PIPING. 10. NON-OESIGNA TED USE AREAS SHALL 8£ PROTECTED FROM CONTACT FROM RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPl/CA TION, THROUGH /RR/GA TION OR OTHER APPROVED USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, 15 STRICTLY PROHIBITED. 11. CONTRACTOR SHALL ADJUST HEADS TO PREVENT OVER-SPRAYING ON ALL SIDEWALKS, STREET, AND PRIVATE LOTS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL 8£ OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS (SPIKE$ NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES PER Ol/VENHAIN MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. JJ. METERS SHALL BE SIZED BY THE CITY OF Ol/VENHAIN MUNICIPAL WATER DISTRICT. 14. ALL /RR/GA TION PIPES SHALL BE STENCILED WITH THE WARNING, "NON-POTABLE OR RECYCLED WATER", COLOR-CODED (PURPLE) AND LAID WITH WARNING TAP£ AND STENC/l/NG ORIENTED TOWARD TH£ TOP OF THE TRENCH PER TH£ Ol/VENHAIN MUNICIPAL DISTRICT'S RULES AND REGULATIONS 15. 16. 17. ALL POTABLE WATER AND RECYCLED WATER PIPING SHALL 8£ INSTALLED WITH TH£ STENCIL/NG ORIENTED TOWARD TH£ TOP OF TH£ TRENCH. WHEN A POTABLE WATER UN£ AND RECYCLED WATER UN£ CROSS, THE RECYCLED l/NE SHALL 8£ INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SID[, FROM TH£ CENTER UN£ OF POTABLE UN£, FOR A TOTAL OF 20 FEET. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECYCLED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE UN£ MUST 8£ INSTALLED ABOVE TH£ RECYCLED UN£. 18. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST 8£ MAINTAINED AT ALL TIMES. * 19. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY TH£ OLIVENHAIN MUNICIPAL WATER DISTRICT AND TH£ SAN DIEGO COUNTY DEPARTMENT OF HEAL TH PRIOR TO ANY US£ OF RECYCLED WATER. 20. QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: A. RECYCLED WATER -QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL HAVE ACME TYPE THREADS AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO THE VAL VE. QUICK COUPLING VALVES SHALL BE NELSON NO. 7645, HUNTER NO. HVIOOA-RL-NP OR APPROVED EQUAL. (SPIKES SHALL NOT 8£ INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLING SPIKES. 21. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DON£ BY EITHER OLIVENHAIN MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPE:CTING PARTY. * 22. DEVELOPER SHALL SHOW TH£ LOCATION OF R.C. SIGNS "DO NOT DRINK" ON THESE PLANS. * 23. AN ON-SITE USER/SUPERVISOR SHALL 8£ DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN TH£ PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF TH£ DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO TH£ SAN DIEGO COUNTY DEPARTMENT OF HEAL TH SERVICES AND Ol/VENHAIN MUNICIPAL WATER DISTRICT. * IN CASE OF EMERGENCY CONTACT: MAINTENANCE SUPERVISOR JOHN ONKKA AT (858) 485-5045 OR AFTER HOURS CONTACT: MAINTENANCE SUPERVISOR RANCHO SANTA FE FIR£ DISPATCH AT (858) 756 2926 24. SHOW ALL PUBLIC & PR/VA TE POTABLE WA T[R MAINS ON IMPROVEMENT PLANS. 25. ALL IRRIGATION BACKFLOW PREVENTERS SHALL 8£ TESTED BY A CERTIFIED TESTER AND RESULTS MUST 8£ GIVEN TO TH£ CITY AND TH£ Ol/VENHAIN MUNICIPAL WATER DISTRICT. PIP£ BETWEEN THE METER AND BACKFLOW PREVENTE:R SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN 8£ FOUND ON THE Cl TY WEBS/ TE AT WWW. Cl. CARL SBAO. CA. US/POFDOC HTML ?PI0-340 26. THERE AR£ NO WEllS, DRINKING FOUNTAINS OR OUTDOOR EA TING AREAS ON THIS SITE. 27. WHEN POTABLE WATER LINES AND RECLAIMED WATER LINES CROSS, THE RECLAIMED UN£ SHALL 8£ INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER l/NE OF POTABLE UN£, FOR A TOTAL OF 20 FEET. 27. NON-0£5/GNA TED US£ AREAS SHALL 8£ PROTECTED FROM CONTACT WITH RECLAIMED WATER, WHETHER BY WINDBLOWN SPRAY OR DIRECT APPUCA TION THROUGH IRRIGATION OR OTHER US[. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATIONS IS STRICTLY PROHIBITED. 28. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUID£l/NES AND SECTION 116815 OF THE CALIFORNIA HEAl TH ANO SAFETY COD£. 29. A PHYSICAL SEPARATION SHALL 8£ PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROV/OED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. ITEMS NOS. 8, 19 & 23 SHALL BE R[QUIR[O JUST PRIOR TO TH[ ACTUAL USE OF RECYCLED WATER. ITEM NO. 22 THE S/GNAGE PLAN SHALL 8£ PART OF THIS 1.P. BUT TH£ ACTUAL SIGNS & TAGS Will BE INSTALLED JUST PRIOR TO ACTUAL USE OF R.C. WATER. r BLACK LOGO ;-: PURPLE BACKGROUND 1" BLACK 36" / (N. T.S.) WARNING RECYCLED WATER DO NOT DRINK R CYCLED WATER H HANDS AFTER CONTACTING LETTERS •' SUS M OS DESPUES DE USAR In Order to Conserve Water ... RECYCLED WATER IN USE DO NOT~NO TOME DRINK \WEL AGUA WASH HANDS AFTER CONTACTING LAVES[ SUS MANOS D[SPUES OE USAR 12" X 36" SIZE 1" BLACK LETTERS 2" BLACK LETTERS .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS TYPICAL SIGNS 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS SIGNAGE NOTES THE FOLLOWING GUIDfl/NfS FOR THE USE OF RECYCLED WATER ARE TO BE PfRMANENTL Y POSTED INSIDE THE DOOR OF EACH CONTROLLER WH[RE THEY AR[ [AS/l Y VISIBLE. PLACE ON 8-1/2" X 11" SIZED SIGN. COLOR: PURPL[ BACKGROUND WITH BLACK LETTERING. 1. GU/D[l/N£S FOR R[CYCl[D WATER US[ A. IRRIGA T[ B[TWE[N TH[ HOURS OF 10: 00 P.M. AND 6: 00 A.M. ONl Y. WATERING OUTSIDE THIS TIME FRAME MUST 8[ DON[ MANUALLY WI TH QUAl/Fl[D SUP[RVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING US£ OUTSID[ TH£ NORMAL SCH£DUL£. B. IRRIGATE IN A MANN[R THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPUCA TION RA TE SHAll NOT £XC££D TH£ INFILTRATION RA TE OF TH£ SOil. TIMERS MUST B[ ADJUSTED SO AS TO B[ COMPA TIBl£ WITH TH[ lOW[ST SOIL INFILTRATION RA TE PR[S[NT. THIS PROCEDUR[ MAY BE FACll/TA TED BY TH£ £FFICl[NT SCH[OUl/NG OF TH[ AU TOMA TIC CONTROL CLOCKS, (I.E., EMPLOYING TH[ REP£A T FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIM[ INTO CYCL[S THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). C. ADJUST SPRAY H[ADS TO El/MINA TE OVERSPRA Y ONTO AR[AS NOT UND[R TH[ CONTROL OF TH£ CUSTOM[R. FOR [XAMPl[, POOL DECKS, PR/VA TE PATIOS AND LOTS, AND STREETS AND SID[WALKS. D. MONITOR ANO MAINTAIN TH[ SYSTEM TO MIN/Mil£ £QUIPM£NT AND MA TERIAl FAil UR£. BROKEN SPRINKl[R H[ADS, LEAKS, UNR£l/ABl£ VAl V£S, [TC., SHOULD 8£ REPAIRED AS SOON AS TH[Y B[COM[ APPARENT. [. [DUCAT£ All MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF TH[ PRESENCE OF R[CYCl[D WATER. P[RSONN£l MUST BE INFORMED THAT RECYCLED WA T£R IS MEANT FOR /RR/GA TION PURPOS[S ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RA TE OF £MPLOYE£S IN TH[ lANDSCAP[ INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISS[MINA TED ON AN ALMOST DAil Y BASIS. IT IS YOU, TH£ LANDSCAPE CONTRACTOR WHO IS R[SPONS/Bl[ FOR EOUCA TING £ACH AND £V[RY ONE OF YOUR £MPLOY[ES. F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MOD/FICA TIONS TO ANY PRIVATE ON-SITE FAC/l/Tl[S. SUCH CHANGES MUST B[ SUBMITTED TO, AND APPROVED BY, TH£ DISTRICT ENGINEERING OFFICE AND D[SJGN[D IN ACCORDANCE WITH DISTRICT STANDARDS. 1. All RECYCLED WATER SPRINKl£R CONTROL VALVES SHALL BE TAGG[D WITH ID£NTIFICA TION TAGS. A. TAGS SHALL 8[ WEATHERPROOF PLASTIC, J"x 4", PURPLE IN COLOR, WITH TH[ WORDS "WARNING RECLAJM[D WATER -DO NOT DRINK" IMPRINTED ON ON£ SID£, AND "NO TOM[ El AGUA" IMPRINTED ON TH[ OTH[R SID£. IMPRINTING SHAll 8£ P£RMAN£NT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. 8. ON[ TAG SHALL BE ATTACHED TO EACH VAl V[ AS FOLLOWS: 1. ATTACH TO VALVE STEM DIR[CTlY OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID W/R[ DIRECTLY OR WITH PLASTIC TIE-WRAP OR J. ATTACH TO VAl Vf COVER WITH EXISTING VAl VE COVER BOLT. 2. All SPRINKL[R H[ADS SHALL 8£ IDENTIFIED AS RECYCLED WATER SPRINKl[R HEADS. G. EACH AU TOMA TIC CONTROLLER AND IT'S ASSOC/A TED £QUIPM[NT SHALL Bf ID[N TIFl[D WI TH A SIGN B[ARING THE WORDS "Rf CYCLED WATER USED FOR /RR/GA T/ON" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKGROUND. TH£ SIGN SHALL 8£ PLACED SO THAT IT CAN Bf READILY SffN BY ANY OPERATIONS PERSONNEL UTILIZING THE [QUIPMENT. IRRIGATION NOTES PRIOR TO THE START OF GRADING, TH[ APPLICANT OR TH[ APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCH[OUL£ AND/OR EXHIBIT OU TUNING TH[ TIMING OF THE SLOP[ PLANTING AND /RR/GA TION. THE SCH[DULE SHAll SHOW TIMING OF CONSTRUCTION OF FR[[-STANDING, RETAINING ANO CRIB WALLS IMM[DIA TEl Y AFTER ROUGH GRADING AS EACH lOCA TION IS ACHIEV[D. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGR[SS[S. INSTALLATION OF /RR/GA TION AS SHOWN ON TH[ APPROVED PLANS SHAll COMMENC[ WITHIN 10 DAYS OF TH[ TIM£ WHEN EACH SLOP£ IS BROUGHT TO GRADE AS SHOWN ON THE APPROV[O GRADING PLANS. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHAll BE COMPLETELY INSTAlL[D, AS SHOWN ON TH£ APPROVED PLANS, WITHIN 30 DAYS AFTER TH£ IRRIGATION /NSTALlA TION FIRST COMM[NC[S. D£CLARA TION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAV£ EXERCISED RESPONS/Bl[ CHARG[ OVER TH£ DESIGN OF THIS PROJECT AS D[F/N[D IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS COO£ AND THAT TH£ D[SJGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF HEALTH S[RVIC[S IS CONFIN[D TO A REVIEW ONl Y AND DOES NOT R£l/[V£ M£, AS lANOSCAP[ ARCHITECT OF WORK, OF MY RESPONS/8/l/ TIES FOR PROJECT DESIGN. TH>$> Pt AN~ HAV> '•rrN PR-PARFn IN ~• ,q,:TANTIA rnNF RMANCE: WI TH THF APPROVFn t ANn~i'AP ; N PT Pl AN WAT R\cuN RVA Tl N PIAN FIRF PROTFr[lnN Pt AN ANli A'1 rnf,Jt mnN~ F APP 1VAI IR 'A fr :1 LAN OSC APING. FIRM NAM[S & ADDR[SS£S: \ ' ) I= -_\ l\lt/(',4, r ~k.Mt.-~CI'{, :11/i JPBlA, INC. yy\_ 4403 MANCHESTER AVE., SUITE 201 [NC/NI TAS CA 92024 \ PHONE NO(S): ( --1@_) 47~-Q~44 R£GISTRA TION NO(S): ]058 [XPIRA TION DA T[S: 2014 INSPECTION PROCEDURES INSPECTION OF TH[ PROJECT SHALL B[ P[RFORM[D BY TH[ LANDSCAPE ARCHITECT OF WORK OR HIS DESIGNA TEO AGENT. R[F[R TO TH[ SP[CIFICA TIONS FOR TH£ SCH[DUl£ OF R[QUIR£D INSPECTION AND REQUIR[D SUBMITTALS. FOllOW/NG COMPL[TION OF TH£ WORK, TH£ lANDSCAP[ ARCHITECT OF TH[ WORK Will CERTIFY THAT TH£ /NSTALlA TION HAS 8££N COMPl[TED BY SUBMITTING THE "FINAL LANDSCAPE C£RTIFICA TION FORM". A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY TH£ CITY MUST ALSO 8£ MAD[ BY CALLING TH[ INSPECTION R[QU[ST UN[. "FINAL LANDSCAPE C£RTIF/CA TION FORM" FAX TO: 760-944-8943 LANDSCAPE /NSP[CTION REQUEST PHONE UN[: 760-602-4602 1. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUD[: A. R[OUIR[D S[PARA TION B[TW[[N POTABLE AND R[CYCl[D WATER l/N[S (HORIZONTALLY AND VERT/CALLY). B. PIP£ ID[NTIFICA TION. C. SLEEVING AT CROSSINGS. D. APPROPRIATE MATERIALS AND MARKINGS, INCLUDING PROP[R QUICK COUPLERS. 2. DISTRICT FINAL INSPECTION SHALL /NClUD£: A. S/GNAG[ INSTALLED PER PLAN B. CONTROlL[R STICKERS. C. TAGGING OF VAl V[S. D. COV[RAG[ TEST AFTER COMPLETION OF THE SPRINKLER SYSTEM TO ENSUR[ PROTECTION OF AR[A NOT APPROV[D FOR R[CYClED WATER US£. £. All ASP[CTS OF TH£ /RR/GA TION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF AND PONDING. F. REQUIRED PROTECTION OF All R£SID£NTIAL AREAS. G. R[QUJR[D PROTECTION OF W[LLS, STREAMS, R£S£RVOIRS, [TC. H. CROSS-CONN[CTION TEST IF R[QUIR[O. I. COLOR CODED, LAMINATED CHARTS INSIDE £ACH CONTROLLER. 3. ANNUAL INSPECTION SHALL INClUD[: A. A COMPLETE INSPECTION THAT WILL COV[R A-/ OF TH[ DISTRICT FINAL INSPECTION. AS-BUILT DRAWINGS FIN Al IRRIGATION AS-BUil T PLANS Will 8£ REQUIRED TO 8[ R£VI£W[D AND APPROVED BY TH£ CITY. FINAL MYLARS Will 8£ R£QUIR£0 TO BE APPROV[O ANO SIGNED BY TH[ Cl TY PRIOR TO PLANNING D[PAR TM£N T SIGNING TH£ PERM/ T CARD. ENGINEER'S SIGNATURE APPROVED ENGINEERING PLAN CHECKER DATE RECYCLED WATER SYSTEM .... PRIVATE OLIVENHAIN MUNICIPAL WA ER Dl....._~TRICT (") co co C\I LL HEADQUARTERS 1966 OLIVENHAIN ROAD ENCINITAS, CA 92024 LEGEND --EX. 6" FIRE---<cm EXISTING POTABLE WATER FIR[ SYSTEM AND METER --EX. 2" DW -{ElJID ---Re---[XIS TING POTABLE WATER DOMESTIC SYSTEM AND METER PROPOSED RECYCLED IRRIGATION SYSTEM AREA OF RECYCLED WATER US[ L-----.mioo ___ RC LOCATION OF CONNECTION POINT/S-METER & I BACKFLOW PREVENTION D "00 NOT DRINK" SIGN LOCATIONS RIGHT-OF-WAY SH[[T INDEX L SH[[T Tl TL[ SH[[T SH[[T NUMBER REF NO. RECYCLED WA T[R Tl TL£ SHEET 1 T-1 !RR/GA T/ON PLAN 2 L/-1 !RR/GA T/ON PLAN 3 L/-2 /RR/GA T/ON LEGEND & NOTES 4 Li-3 !RR/GA TION LEGEND & CALCULATIONS 5 L/-4 !RR/GA T/ON DETAILS 6 L/-5 IRR!GA T!ON DETAILS 7 Li-6 !RR/GA T!ON DETAILS 8 Li-7 IRRIGATION DETAILS 9 Li-8 J !RR/GA T!ON DETAILS 10 LANDSCAPE CONSTRUCTION PLAN /1 LANDSCAPE CONSTRUCTION DETAILS 12 LANDSCAPE CONSTRUCTION DETAILS 13 L/-9 LC-/ LC-2 LC-3 OLIVENHAIN MUNICIPAL WATER DISTRICT RECYCLED WATER SYSTEM APPROVAL APPROVED BY: OMWD DISTRICT ENGINEER LANDSCAPE CONSTRUCTION DETAILS 14 LC-4 LANDSCAPE CONSTRUCTION DETAILS 15 LC-5 LANDSCAPE PLANTING PLAN 16 LP-1 &, .c-f. Ii JOB NU~BER LANDSCAPE PLANTING PLAN 1 7 LP-2 LANDSCAPE PLANTING PLAN 18 LP-3 - a::: 1-w w T-1 LANDSCAPE PLANTING LEGEND & NOTES 19 LP-4 CITY or OCEANSIOE '• VICINITY MAP "AS BUil T" LANDSCAPE PLANTING DETAILS JAMES P. BENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE., SUITE 201 ENCINITAS, CA 92024 20 LP-5 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 760/4 79-0644 FAX 760/479-0645 L _ _:::::~~:::::_~_1 ____________________ _.j DISTRICT. APPROVED CHANGES OCEAN rn PACIFIC NORTH NO. DESCRIPTION APPROVED DA TE NOT TO SCALE 1 CITY SUBMITTAL 11 26 OB OUVENHA!N l'f) CITY or CARLSIAD ITY Of N MARCOS PROJECT SITE COUNTY OF SAN DIEGO Department of Environmental Health l.,,ind and Waler Quality Division 1--=2-.+-=Cccl T...:.Y....:R.c:E:..:.Vl:.::E.ccW_C:_:O"'M"'M:.::E:..:.N T'-'S'--------1----1-"2/""J"OC'....l9 DEVELOPERS NAME: ____________ _ l--'-1-+=D:.::E:..:.H ....:S:.::U=.B:c.Ml:..:.T.::.TA:.::L __ ~-------l-----~2""J"OC'....l9 ADDRESS· 1--=3-+=C"-'I T...:.Y....:R.c:E:..:.Vl:.::E.ccW_C:_:O°"M"'M:.::E:..:.N T'-'S'--------l----l.°'.<5c=2::.,6 ~09 . GLENN LEEKS Environmental Health S ecialisl 2 OEH SUBMITTAL 5 26 09 4 PERMIT SET 6 24 09 6 AS-BUILT c..-i,,,.1-\ 2 19 14 DA TE PLAN PREPARED: f-+-------------+-----+---1 BY: TELEPHONE: TITLE DATE REVIEWED BY: INSPECTOR DATE SHEET 1 CITY OF CARLSBAD 2 O PLANNING DEPARTMENT SHEETS PRIVATE (ONSITE) RECLAIMED WATER SYSTEM FOR: OLIVENHAIN MUNICIPAL WATER DISTRICT HEADQUARTERS APPROVED PLANNING DRWN BY: CHCKO BY: 1966 OLIVENHAIN ROAD ENCINITAS, CALIFORNIA 92024 c._ -Ell .:Of ABC PROJECT NO. JPB CUP02-01 l,, ~-1-+ DATE DRAWING NO. 433-SM SHEET_OF_SHEETS C.M.W.D. JOB NO. C ,:..,J I ~ ' I, ' i " ' ' ' IF RIGATIOi\l P.O.C.: POINT OF CONNECTION AT NEW 1 \" RECYCLED WATER METER (STA 12+ 22.5) AND EXTEND PER PLAN. THE OWNER, OUVE~IHAlf'-1 MUf'IICIPAL WATER DISTRICT (O.M.W.D.l SHALL COORDINATE, PAY ALL ASSOCIATED FEES FOR 1Ht l~ISTALLATION OF THE RECYCLED WATER METER AND lf'ISTALL THE METER. RECYCLED WATER SHALL BE SUPPLIED BY THE O.M. W.D .. FIELD VEf\lFY PRESSURE AT POINT OF CONNECTION, EXISTING MAINLINE SIZES AND LOCATIO~IS OF ALL EXISTING EQUIPMENT PRIOR TO BEGIN~IING WORK. ' - 1 \" 2" 1 \" 1 \" 1 \" NEW RECYCLED WATER METER (MAXIMUM FLOW SAFE FLOW = 75 GPM) NEW COPPER SERVICE LINE (MAXIMUM SAFE FLOW - 47 GPM @ 5 FEET PER SECOND PER AWWA) NEW BACKFLOW PREVENTER WITH WYE STRAINER A~ID PRESSURE REDUCING VALVE NEW MASTER VALVE (NORMALLY CLOSED) NEW FLOW SENSOR . V , ' !,'(1 \ Ii I I -rr,-~r i \ \ ';\ ! ; '. '.I ··----__ .. \ ! I I , ' , \\'. ~ \ \! i t 1 ,r I \'\,- \ =1 I ·1 - ·-·---- ----·\\\ v ,-I , ,I ' , \, , 1r \ i \'~ \ \ \ --n e-1, 1 I I I I,.. \ \ i ' ' -------~ !~ \ ; \ i \ , I I i I i r i I I I ! ' I' I Ii I I i l ! I ! ---·---·· --.,,! I i· ' i', i I I 1 . IRRIGATION COi\lTF~OLLERS: CONTROLLER SHA.LL BE PEDESTAL MOUNTED UNIT INSIDE A STAINLESS STEEL. E~ICL.OSURE. 20A, 115VAC POWER REQUIREMENT PROVIDED BY ELECTRICAL CONTF~ACTOR FINAL L.OCA TION OF CON TROL.LF:R, ELECTRICAL. POC, A~ID APPURTENANCES SHALL BE COt--lFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. REFER TO CIVIL. DRAWINGS FOR EXACT LOCATION OF ELECTRICAL POINT OF CONNECTION 2" CONDUIT WITH TELEPHONE CABLE TO BE INSTALLED BY LOCAL PHONE C01v1PANY FROM PHONE COMPANY POINT OF CONNECTION TO IRRIGATION CON TROLL.ER LOCATION. ~v~-~ CON TROLLER "A" 36 AVAILABLE STATIONS 33 STATIONS USED ---.......,, r: C,:::. PAa:; OF-Cup.-/3 F. p, "" PE::NCe -POST 0 5 NORTH SCALE: 10 1''=10' 20 Al= A5P?IALT C~iJCP.-c-76 .30 ffi 2-19-11 OLIVENHAIN MUNICIPAL WATER DISTRICT RECYCLED WATER SYSTEM APPROVAL APPROVED BY: OMWD DISTRICT ENGINEER RCE DATE JOB NUMBER KEY MAP \ N.T.S. Ll-2 APPROVED FOR PLANTING AND IRRIGArfION ONLY, INCLUDING PRECISE LOCATION OF PLANrfING AREAS. 1 CITY SUBMITTAL I 26 08 #6 2. MAINLINE SHOWN WITHIN PAVING AND BUILDING FOR CLARITY ONLY, ACTUAL. MAINLINE LOCATION TO BE A f~INIMUM OF 18" OFT ADJACE~IT HARDSCAPE AND OTHER OBSTACLES, TYP. 3. PULL (2) SPARE CONTROL. WIRES AND THE COMMON WIRE FROM CONTROLLER TO ALL NEW MAINLINE END RUt--lS. LOOP IN ALL. NEW REMOTE CONTROL VALVE BOXES ALONG NEW MAINLINE RUN. MAKE WIRE ENDS WATERPROOF, TAPE AND LABEL AS "SPARE WIRES", AND PLACE 1 O' COIL INSIDE VALVE BOX, TYPICAL. 4. SEE SHEETS T-1, Ll-.3 THf?OUGH Ll-9 FOR IRRIGATIO~I EQUIPMENT SCHEDULE, NOTES, DETAILS AND ADDITIONAL INFORMATION. 5. PULL (2) SPARE CONTROL WIRES AND THE COMMON WIRE FROfA CONTROLLER TO ALL. NEW MAINLINE END RUNS. LOOP IN ALL NEW REMOTE CONTROL VALVE BOXES ALONG NEW MAINLINE RUN. MAKE WIRE ENDS WATERPROOF, TAPE AND LABEL AS "SPARE WIRES", AND PLACE 10' COIL INSIDE VALVE BOX, TYPICAL. 6. SEE SHEETS T-1, Ll-3 THROUGH Ll-9 r-UR IRRIGATION EQUIPMENT SCHEDULE, f\lOTES, DETAILS AND ADDITIONAL INFORMATION. 7. AT NO TIME SHALL THE IRRIGATION MAINLINE BE INSTALL.ED WITHIN THE RIGHT-OF--WAY. 8. THERE ARE NO WELLS, OUTDOOR EATING AREAS OR DRINKING FOUNTAINS ON THIS SITE. 9. ALL RECYCLED WATEF~ SHALL STAY WITHIN THE PROPERTY Uf\lES. SEE SHEET T-1, RECYCLED WATER Tl TLESHEET FOF~ L.OCA TIONS OF ALL PROPERTY LINES Ot--1 THIS PROJECT. "AS BUILT" Ll-1 Tl LE IW~ l9~7D!~ DAT C4 ... M.NHAIH !ID CIT'( or CARLSBAD \/IEWFfr BY: '~l <¥ t:{1,A INSPECTO DATE SHEET 2 CITY OF CARLSBAD PLANNING DEPARTMENT PRIVATE (ONSITE) RECLAIMED WATER SYSTEM F'OR: 20 S~EETS f--c'--2 +C"'clT.._Y---'cR"'cEVl:.,:.:E~Wcc'C"'-O:_:::MM"CEc.:.N-'-"fSc__ ____ -+---l-=2!.e!./S!.e!.0::...f9 DEVELOPERS NAME: --'----------- 1 DEH SUBMITTAL 2 3 09 OLIVENHAIN MUNICIPAL WATER DISTRICT HEADQUARTERS 1966 OLIYENH/IJN ROAD ENCINl[AS, CALIFORNIA 92024 3 CITY REVIEW COMMENTS 5 26 09 ADDRESS: l------'---+'-'--'--'--'-==-c=-=-=='--'=-------+------1--"=:I.:'.".l 2 DEH SUBMITTAL 4 PEf!MIT SET 6 AS-BUl"--'Lf ___ _ nt.. 5 26 09 6 24 09 1 19 14 APPROVED TELEPHONE: PLANNING DRWN BY: '----+--------------1------J-----J DATE PLAN PREPARED: ________ _ BY: CHCKD BY: SHEET _OF_SHEETS /-it:.,,). -tdk.; _k: k> .J,:f DATE ABC PROJECT NO. DRAWING NO. JPB CUP02-01 433-SM -.. C.M. W.D. JOB NO. 'i', " ', FXISTlf\lG POTABLE INATER f\lOTE: '-,,__ ,<' -,> / / ,,., , / 1 . / / CONTRACTOR SHALL EXPOSE ENTIRE LENGTH OF EXISTING DOMESTIC , /,/ ,, .. / WATER MAINLINE, IDENTIFY ALL POINT OF CONNECTIONS TO THE EXISTIN // /,/,, DOMESTIC WATEF< MAINLINE WITH IRF~IGATION fAAINLINE, CUT Af\lD CAP :/ / / THE IRRIGATION MAINLINES ANO VERIFY THAT NO OTHER CROSS //// CONNECTIONS EXIST ALONG THE ENTIRE LENGTH OF THE EXISTING / / / / DOMESTIC WATER MAINLINE. // 2. EXISTlf\lG IF!RIGATION SYSTEfA IS POTABLE. UPON CON 1/ERSIOf\l TO RECLAIMED WATER, ALL EXISTING IRRIGATION EQUIPMENT SHALL BE MARKED NON-POTABLE AS l',IOTED: 6, SEE SHEETS T-1, Ll-3 THF~OUGH Ll-9 FOR IRRIGATION EQUIPMENT SCHEDULE, NOTES, DETAILS AND ADDITIONAL INFORMATION. 7. AT NO TIME SHALL THE MAINL!f\lE BE INSTALLED WITHIN THE F/IGHT-OF-WAY. 8. THERE ARE f\I0 W[LLS, OUTDOOF\ EATING AR[AS OR DF<lf\lKINC FOUNTAINS ON THIS SITE. 9. ALL RECYCI_ED WATER SHALL STAY WITHlf\l THE PROPERTY LINES. S[[ SHEET T-1, RECYCLED WAT[F< TITLESHEET FOR LOCATIOf~S OF. All PF<OP[RTY LINES ON THIS PROJECT. 0 5 10 f\lORTH SCALE: 1 "=1 o· 20 30 OLIVENHAIN MUNICIPAL WATER DISTRICT RECYCLED WATER SYSTEM APPROVAL APPROVED BY: OMWD DISTRICT ENGINEER RCE DAfE JOB NUMlJEH .AT1 f\I0 TlfAE SHALL H lf\lSTALLED WITHIN T RIGHT-OF-WAY, TYPI ffiZ-/9-14 \ I ' \ \ ' \, \ . COf\lSTRUCTIOf\l KEY f\lOTES: 0 SAWCUT AND REMOVE ASPHALT PAI/INC AS REQUIRED TO INSTALL IRRIGATION MAINLIN[, (2) 4" SPAR[ SLEEVES AND Wlf<E CONDUIT. REPAIR WITH NEW ASPHALT. r,;-\POlf\lT OF CONf\lECTION TO [XISTING IRRIGATION fAAINLINE WITH NEW PVC W ~AAINLINE (SIZE PER PLAN) APPROXIMATELY WHERE SHOWN. C01\ITRACTOR SHALL VERIF'Y THAT f\I0 OTHER CONNECTIOf\lS EXIST BETWE[N EXISTING DOMESTIC WAT[R MAlf\lLIN[ AND ANY IRRIGATION MAINLINE. SEE ADDITIONAL "EXISTING POTABLE WATEir"'NOTES, THIS SHEET. PULL (2) SAPARE WIRES TO THIS POINT, TAPE AND LAB[L AS SPARE "A" WIR[S Af\lD Pl.ACE INSIDE OF A SPARE WIRE VALVE BOX. 0 PULL (3) COf\lTROL WIRES , 9 SPA~l: WIRES AND THE APPROPRIAT[ AMOUNT OF COMMON WIR[S TO THIS POINT. CONNECT EXISTING VALVES TO N[W CONTROLLER AND SEQUENCE P[R PLAN AS VALVES A25, A26 AND A27. TAPE AND LABEL SPARE WIRES AS "A" CONTROL WIRES AND PLACE INSIDE OF A SPARE WIRE VALVE BOX. MODIFY/ REPAIR AS REQUIRED TO PROVIDE CONTINUED ANO COMPLETE IRRIGATIOf\l SERI/IC[ TO THE EXISTING PLANTER. 0 EXISTING IRRIGATION CONTROLLER (LOCATION TO BE FIELD VERIFIED) SHALL 8[ PROTECTED IN PLACE. PROVIDE CONTINU[O SERVICE TO EXISTING VALVES TO REMAIN, STILL SERVICED BY THIS CONTROLLER. TO AVOID ACCIDENTAL A HIGH FLOW SHUT-DOWN OF THE MASTER VALVE, COORDINATE EXISTING AND N[W COf\lTROLLER SCHEDULES TO STAY WITHIN TH[ RANGE OF THE FLOW SENSOR ©CONTRACTOR SHALL PROTECT IN PLAC[ AL.L [XISTlf\lC PLANTING AND IRRIGATION TO REMAIN. ANY PLANT MATERIAL OR IRRIGATION DAMAGED DURlf\lG CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ©EXISTING R[MOT[ CONTROL VALVES X-1 THROUGH X-7 TO REMAIN. CONTRACTOR SHAl.L ALLOW ONLY TEMPORARY INTERRUPTION OF IRRIGATION SERVICE TO ALLOW FOR DISCONNECTIOl'I FROM THE POTABLE WATER SOURCE AND CONNECTION TO THE RECYCLED WATER MAll'ILINE. VERIFY THAT ALL EXISTING REMOTE CONTROL VAL YES TO REMAIN ARE DOWNSTREAM OF MAINLINE CAP PRIOR TO CUTTING ANO CAPPING THE MAINLINE MODIFY/ REPAIR AS REQUIRED FOR CONTINUED SERVICE. 0 RECYCLEO WA TEF\/ POTABLE WATER MAINLINE CROSSING. PROVIDE MINIMUM 12" HORIZONTAL SEPARATION, TYPICAL. ©REPLACE EXISTING SPRAY HEADS ON RIS[RS WITH 12" POP-UP SPRAY HEADS (SEE LEGEND). MODIFY/ REPAIR EXISTING IRRIGATION SYSTE~~ (TYPICAL SYMBOL) AS REQUIRED TO PROVIDE COMPL.ETE COV[RAGE. ©POINT OF CONNECTIOl'I TO EXISTll'IG DOMESTIC WATER MAINLINE WITII IRF\IGATION MAINLll'IE. Fl[LO VERIFY SIZE AND LOCATION. CAP IRRIGATION MAINLINE APPROXIMATELY WHERE SHOWN. ANY CONNECTIONS TO TH[ DOM[STIC/ POTABLE LIN[S ARE TO BE DISCONNECTED ANO CAPP[O TO PREVENT CROSS CONTAMINATION WITH PROPOSED RECYCLED WATER. ;:;-;:;\,EXISTING REMOTE CONTROL VALVES TO B[ REMOV[D, TYPICAL SYMBOL. ~CUT AND CAP WATER SOURC[ UPSTR[AM OF EXISTING 1/ALV[S, SALVAGE AND RETURN TO OWNER. ;-;;\ THE [XISTING POTABLE WATER FEED SHALL BE DISCONNECTED (CUT AND \..'.Y CAP) UNTIL THE OLIVEN HAIN WATER DISTRICT AND SAN Dl[GO DEPARTMENT OF ENVIRONMENTAL HEALTH COMPL[lE ANO APPROVE THE REQUIRED SHU TDOvVl'I TESTING. \KEY MAP ' ' ,, , ' \ I _.-\ R IE~BY: . 11:,~ C:r: ~,r.;,--tt INSPECTOR N.T.S. Ll-2 z <( _J a.. z 0 I-<( C) -a:: a:: SHEET CITY OF CARLSBAD 20 ~ PACIFIC ~ OCEAN PROJECT SITE 3 PLANNING DEPARTMENT PRIVATE (ONSITE) RECI_AIMED WATER SYSTEM f'OR: SHEETS NORTH NO, DESCRIPTION APPROVED DATE Nor TO SCALE OlJ'tE.NHJ..ti !ID cm or CARLSEIAO 1 CITY SUBMITTAL I 26 OB 2 CITY REVIEW COMMENTS 1 3 09 DEVELOPERS NAME: ----------~ I DEH SUBMITTAL 1/3 09 3 CITY REVIEW COMMENTS 5 26 09 ADDRESS: f-:,-2 +o=EccH-cS:.:OUB="M~IT""TA:-::.L="-'--'-''--------+----l--"5'1.;2c!.L6 ,:'."109 4 PERMIT SET 6 24 09 6 AS-BUILT ~·4'·1 f"lk.. 21914 DATE PLAN PREPARED: ---+------+-----l BY: TELEPHONE: OLIVENHAIN MUNICIPAL WATER DISTRICT HEADQUARTERS APPROVED PLANNING DRWN BY: CHCKO BY: 1966 OUVENHAJN f{OAD ENCINITAS, CALIFORNIA 92024 /"z-d, I ~, bl.oft ABC PROJECT NO. JPB CUP02-01 <a. 2'..o. 1-f DATE DRAWING NO. 433-SM SHEET~OF_SHEETS C.M.'11.D, JOB NO._ . I RRI GA-11 ON DRIP LEGEi\lD IRRIGA-1ION NOTES NO SYM. BLACK MUL rl-OUTLET EMISSION VALVE BOX-7" CARSON-BROOKS #708-9-4 SEE SPECS. FOR ADDITIONAL INFORMATION A/LI 9 1 . THESE SYSTEMS ARE DESIGNED TO SUPPLY A MINIMUM OF 14. ALL PLANTINGS SHALL BE FULLY WATERED-IN UPON r.. MANUAL SHUT-OFF VALVE NETAFIM TSLOV INSTALL PER MANUFACTURERS RECOMMENDATIONS D,E/LI 9 30 PSI AT THE SPRINKLER HEAD WITH 138 PSI (FIELD VERIFY) PLANTING. DO NOT RELY SOLELY UPON THE SPRINKLER -c--~<>•--~---~-<> -DRIP TUBING NETAFIM rLCV4 18XX INSTALL PER MANUFACTURER'S RECOMMENDATIONS C,E/LI 8 AVAILABLE AT THE POINT OF CONNECTION, SEE HYDRAULIC SYSTEM. UTILIZE SUPPLEMENTAL HOSE WATERING AS NO SYM. BLANK DRIP TUBING NETAFIM TLCV001 INSTALL PER MANUFACTURERS RECOMMENDATIONS C,E/LI 8 CALCULATION BELOW FOR PRESSURE REGULA TOR SETTING. REQUIRED, INITIALLY AND DURING THE PLANT NO SYM. DRIP FITTINGS NETAFIM (ASSORTED MODEL NO. S) INSTALL PER MANUFACTURER'S RECOMMENDATIONS. C,E/LI 8 ESTABLISHMENT PERIOD, TO ENSURE ALL PLANTINGS 2. OBTAIN A STATIC WATER PRESSURE READING AT THE RECEIVE ADEQUATE WATER TO THE ENTIRE ROOT ZONE. NO SYM. DRIP TUBING STAPLES NETAFIM TLS6 INSTALL PER MANUFACTURERS RECOMMENDATIONS POINT OF CONNECTION PRIOR TO ORDERING ANY IRRIGATION MATERIALS AND PROCEEDING WITH INSTALLING IRRIGATION 15. IRRIGATION SYSTEMS ARE TO BE INSTALLED AS • MUL Tl-OUTLET EMISSION DEVICE IN VALVE BOX RAIN BIRD XBD-81 ( 0.13 GPM) TWO EMISSION POINTS PER SHRUB, ONE PER GROUND COVER. A/Ll-9 SYSTEM. IF THE WATER PRESSURE FOUND IS DIFFERENT THAN SHOWN ON PLANS. AT NO TIME SHALL TWO IRRIGATION (SHRUB AND GROUNDCOVER) SEE PLAN SHEET FOR DRIP EMITTER CHART SHOWN ON PLANS, CONTRACTOR SHALL CONTACT THE SYSTEMS BE COMBINED TO CREATE ONE LARGER SYSTEM. NO SYM. DRIP" MICROTUBING RAIN BIRD XT-700-XXX 8' MAXIMUM LENGTH A,B/Ll-9 LANDSCAPE ARCHITECT FOR FURTHER INSTRUCTIONS. NO SYM. DIFFUSER BUG CAP RAIN BIRD DBC-025 INSTALL PER MANUFACTURER'S RECOMMENDATIONS A/Ll-9 16. USE TWO WRAPS OF THREE-QUARTER INCH (3/4") NO SYM. DRIP EMITTER RAIN BIRD XB-XX-PC REFER TO EMIITTER CHART FOR THE PROPER NUMBER OF A/Ll-9 3. IRRIGATION MAINLINE / EQUIPMENT IS SHOWN TEFLON TAPE FOR ALL THREADED CONNECTIONS. EMITTERS AND FLOW PER PLA~IT MATERIAL DIAGRAM MA Tl CALLY. INSTALL ONLY IN PLANTl~IG AREAS. NO SYM. DRIP EMITTER (PRESSURE COMPENSATING) RAIN BIRD PC-XX REFER TO EMIITTER CHART FOR THE PROPER NUMBER OF A/Ll-9 INSTALL MAINLINE WHENEVER POSSIBLE WITHIN 24" OF EDGE OF 17. PROVIDE 18" (MIN.) COVER OVER ALL IRRIGATION EMITTERS AND FLOW PER PLANT MATERIAL PAVING. CONTROL WIRES RUNNING SEP ARA TEL Y FROM MAINLINE. I RRI GA Tl Oi\l SPRAY HEAD LEGEND 4. VERIFY EXACT LOCATION OF ALL UNDERGROUND UTILITIES 18. ALL SPRINKLER HEADS SHALL BE SET SYMBOL SPRAY HEAD DESCRIPTION MANUFACTURER/ MODEL# GALLONS PER MINUTE AND ABOVE GROUND OBSTACLES WITHIN THE WORK AREA PRIOR PERPENDICULAR TO THE FINISH GRADE OF THE AREA TO RADIUS PSI DETAILS TO START OF CONSTRUCTION. IF A CONFLICT EXISTS BETWEEN BE IRRIGATED UNLESS DESIGNATED ON THE PLANS. EST SST 360 270 180 120 90 AA L/R)S SST 360 270 180 120 90 AA OBSTACLES AND THE PROPOSED WORK, CONTRACTOR SHALL ADJUST THE ANGLE OF RISERS FOR SPRINKLER HEADS §Ci 12" SHRUB POP-UP SPRAY HEAD HUNTER MPR40-12-CV W/ MP ROTATOR MP LEFT/ MP RIGHT STRIP 5'x15' 30 .22 B/LI-7 PROMPTLY NOTIFY LANDSCAPE ARCHITECT TO ARRANGE FOR ON SLOPES FOR OPTIMUM COVERAGE AND MINIMUM El 12" SHRUB POP-UP SPRAY HEAD HUNTER MPR40-12-CV-R W/ MP ROTATOR MP SIDE STRIP 5'x30' 30 .44 B/Ll-7 RELOCATIONS, IF REQUIRED, PRIOR TO START OF CONSTRUCTION. OVERTHROW OF SPRINKLER HEADS. (~ 1 2" SHRUB POP-UP SPRAY HEAD HUNTER INST-12-CV-R W/ MP ROTATOR LCS515/ RCS515 4' x14' 30 .19 B/LI-7 €) 1 2" SHRUB POP-UP SPRAY HEAD HUNTER INST-12-CV-R WI MP ROTATOR MP LEFT I MP RIGHT STRIP 4'x28' 30 .38 B/LI-7 5. INSTALL SHUT-OFF VALVES AND REMOTE CONTROL VALVES 19. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL . 1 2" SHRUB POP-UP SPRAY HEAD HUNTER INST-12-CV-R W/ MP ROTATOR MP2000-360 13'-18' 30 1.16 B/Ll-7 ADJACENT TO PAVEMENT AND PEDESTRIAN PATHS WHERE THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS Gj . 12" SHRUB POP-UP SPRAY HEAD HUNTER INST-12-CV-R W/ MP ROTATOR MP2000-210 13'-18' 30 .95 B/LI-7 OCCURRING (12" MAXIMUM FROM SUCH EDGES) IN PLANTING WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, ,-z:~ GRADE DIFFERENCES OR AREA DIMENSIONS EXIST THAT • • • 1 2" SHRUB POP-UP SPRAY HEAD HUNTER INST-12-CV-R WI MP ROTATOR MP2000-90 13'-18' 30 .63 .33 B/Ll-7 AREAS. r·-7 ",,',!'. . l ,c_',_J MIGHT NOT HAVE BEEN KNOWN DURING THE DESIGN. ~ B/LI-7 • 1 2" HUNTER INST-12-CV-R WI MP ROTATOR MPCORNER 12'-14' 30 .19 c-, SHRUB POP-UP SPRAY HEAD SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE .. 6. SYSTEMS SHALL BE INSTALLED AND ADJUSTED TO KEEP i>~ 1 2" SHRUB POP-UP SPRAY HEAD HUNTER INST-12-CV-R W / MP ROTATOR MP1000-360 9'-12' 30 .65 B/LI-7 APPLIED WATER AND RUNOFF OFF OF ALL PAVING, WALKS AND BROUGHT TO THE ATTENTION OF THE LANDSCAPE r· -l 1 2" SHRUB POP-UP SPRAY HEAD HUNTER INST-12-CV-R W/ MP ROTATOR MP1000-210 9'-12' 30 .32 B/Ll-7 OTHER NON-INTENDED AREAS AT ALL TIMES. THIS SHALL ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT L ' --·'-12" SHRUB POP-UP SPRAY HEAD HUNTER INST-12-CV-R W/ MP ROTATOR MP1000-90 9'-12' 30 .16 B/LI-7 INCLUDE THE SELECTION OF THE BEST DEGREE ARC TO FIT PERFORMED, THE CONTRACTOR SHALL BE RESPONSIBLE l, ; .r'~c:1 ' l :·-1 [~~ ' l 12" SHRUB POP-UP SPRAY HEAD HUNTER INST-12-CV-R-10 SERIES NOZZLE 10' 30 1.59 .88 .57 .42 VAR B/LI-7 THE SITE CONDITIONS AND ADJUSTING THE FLOW CONTROL FOR ANY REVISIONS NECESSARY. ,,~. c, ~-_, j [i'.] .. E] ,_,.,. •; 7 '," 1 2" SHRUB POP-UP SPRAY HEAD HUNTER INST-12-CV-R-8 SERIES NOZZLE 8' 30 1. 9 7 .47 .32 .24 VAR B/Ll-7 STEM AT EACH REMOTE CONTROL VALVE TO OBTAIN THE ... , I-'--' '., co ,_, u 20. MONITOR THE AUTOMATIC CONTROLLER SCHEDULING 1 2" SPRAY HEAD HUNTER INST-12-CV-R-5 SERIES NOZZLE 5' 30 .23 .12 B/LI-7 OPTIMUM OPERATING PRESSURE FOR THAT SYSTEM. li.l [..:~ SHRUB POP-UP CAREFULLY DURING THE MAINTENANCE PERIOD AND c, 12" SHRUB POP-UP SPRAY HEAD HUNTER INST-12-CV-R W/ 4 AA NOZZLE 4' 30 .44 .22 B/Ll-7 LOW HEAD DRAINAGE, WHERE OCCURS, SHALL BE STOPPED ADJUST THE RUN TIMES ACCORDINGLY SO THAT ALL 12" HUNTER INST-12-CV-R W/ RAIN BIRD EST NOZZLE & PCS-03 3'x12' 30 0.3 B/Ll-7 7. fr'! SHRUB POP-UP SPRAY HEAD USE WITH THE OF SPRING CHECK VALVES. SPRING CHECK AREAS RECEIVE ADEQUATE BUT NOT EXCESSIVE = 1 2" SHRUB POP-UP SPRAY HEAD HUNTER INST-12-CV-R W/ RAIN BIRD SST NOZZLE & PCS-04 1 2'x1 O' 30 0.4 B/Ll-7 VALVES SHALL BE INSTALLED ON THE RISER ASSEMBLY OF THE MOISTURE. SHORT SETS WITH REPEAT CYCLES ARE ':::J *(:=-] 1 2" SHRUB POP-UP SPRAY HEAD HUNTER INST-12-CV-R W/ RAIN BIRD SST NOZZLE & PCS-060 3'x20' 30 0.6 B/Ll-7 SPRINKLER WHERE LOW HEAD DRAINAGE OCCURS. PREFERRED TO SINGLE LONG SETS OF RUN TIMES. ADJUST START TIMES TO ALLOW A MINIMUM OF ONE (1) ,,, SPRAY HEAD ON RISER HUNTER MPR40-00-MP2000360 /270-360 DEGREES) 13'-17' 40 1.47 C/Ll-7 8. ALL LATERAL LINE ENDS SHALL BE SIZED 3/4" UNLESS HOUR BETWEEN REPEAT CYCLES. EXTEND DAYS BETWEEN 't:, • SPRAY HEAD ON RISER HUNTER MPR40-00-MP2000210 (210-270 DEGREES) 13'-17' 40 .74 C/LI-7 SHOWN OTHERWISE. WATERING AS FAR AS PRACTICAL FOR THE SEASON. :) c· SPRAY HEAD ON RISER HUNTER MPR40-00-MP200090 /90-210 DEGREES) 13'-17' 40 .40 C/LI-7 CHANGE IRRIGATION RUN TIMES MONTHLY TO MATCH SPRAY HEAD ON RISER HUNTER INST-00-CV-R W/ MP ROTATOR MP ROTATOR MP1000-360 9'-12' 30 .65 C/Ll-7 9. ALL IRRIGATION LINES UNDER PAVING AND THROUGH EVAPOTRANSPIRATION CONDITIONS. ,··, \S\ WALLS, FOOTINGS, ETC. SHALL BE SLEEVED WITH PVC SCH 40 SPRAY HEAD ON RISER HUNTER INST-00-CV-R W/ MP ROTATOR MP ROTATOR MP1000-210 9' -12' 30 C/LI-7 :") PIPE. SLEEVE SHALL BE 2 TIMES THE DIAMETER OF THE PIPE 21. PULL (2) SPARE CONTROL WIRES ANO THE COMMON ----0 SPRAY HEAD ON RISER HUNTER INST-00-CV-R W/ MP ROTATOR MP ROTATOR MP1000-90 9'-12' 30 .32 .24 .16 C/LI-7 TO BE SLEEVED, MINIMUM. IT IS THE RESPONSIBILITY OF THE WIRE FROM CONTROLLER TO ALL NEW MAINLINE END . (· -, SPRAY HEAD ON RISER HUNTER INST-00-CV-R W/ MP ROTATOR MP1000 CORNER 9'-12' 30 .17 C/LI-7 CONTRACTOR TO COORDINATE THE INSTALLATION OF SLEEVING RUNS. LOOP IN ALL NEW REMOTE CONTROL VALVE BOXES ,z, r-·, ') ~) ., ,_<:-,, SPRAY HEAD ON RISER HUNTER INST-00-CV-R W/ 10 SERIES NOZZLE 1 o' 30 1.59 .88 .57 . 42 VAR C/LI-7 WITH OTHER TRADES . ALONG NEW MAINLINE RUN. MAKE WIRE ENDS Cf) ,_, l( ,--' w <). ., :.) (-~ CJ C'-SPRAY HEAD ON RISER HUNTER INST-00-CV-R W/ 8 SERIES NOZZLE 8' 30 1.97 .47 .32 .24 VAR C/LI-7 WATERPROOF, TAPE AND LABEL AS "SPARE WIRES", AND '·/·) t-,a/ I-{? :('__,: SPRAY HEAD ON RISER HUNTER INST-00-CV-R W/ 5 SERIES NOZZLE 5' 30 .23 .12 C/Ll-7 10. CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN PLACE 1 O' COIL INSIDE VALVE BOX, TYPICAL. ... 0 \~) \ ":} PVC SCH. 40 SLEEVES AT LEAST 2 TIMES THE DIAMETER OF / ""' I/ ~/ / ~ "-. / ~/ ~ / ."' / ~ ~ / ~ ',_ V ..._ ',_ " / ",_ / / " / ",_ V / THE WIRE BUNDLE. KEEP SEPARATE FROM WATER LINE THE IRRIGATION CONTRACTOR SHALL ADJUST THE z . RAIN BIRD Rws.:...Bco2 (2 PER TREE) V . . . -0.5(1".0) -G/LI-7 ~ 22. .v TREE ROOT WA Tl:.RING SYSTEM --30 SLEEVES. PRESSURE REGULATOR SO THAT THE SPRINKLER HEAD •. TREE BUBBLER ON RISER HUNTER INST-00-CV-R W/ AFB BUBBLER NOZZLE --30 VAR C/Ll-7 FARTHEST AND HIGHEST IN ELEVATION FROM ITS 0 (2 PER TREE, l~ISTALL ON 11 . UPRIGHT GROWING SHRUBS SHALL BE PLANTED NO RESPECTIVE CONTROL VALVE OPERATES WITHIN THE z LJP-C.:I npF s1nF nF TRFF) CLOSER THAN 3 FT. FROM SPRINKLER HEADS, FROM SPRINKLER OPERA TING PRESSURE SHOWN ON THE IRRIGATION <( A -HEAD CLOSER TO OUTSIDE EDGE OF SHRUB FOLIAGE. LEGEND. NOT TO EXCEED (5) PSI ABOVE THE GIVEN . ~f0-1 A n eo 1 1, A I c;. 0 1~;11GKT1O n RA1 . I -OPERATING PRESSURE FROM THE SPECIFIED PRESSURE _) r\UU1\l.:VI z 0, . £2-19-14 12 . ALL SPRINKLER HEADS SHALL BE ADJUSTED AS REQUIRED, LOCATED ON THE HYDRAULIC CALCULATIONS. RAD.= RADIUS AS TO HEIGHT, COVERAGE PATTERN, OR SPRINKLER HEAD w 1. POP-UP SPRAY HEADS SHALL BE USED IN THE RIGHT-OF-WAY AND WHENEVER ADJ.= ADJUSTABLE ORIENTATION, SO AS NOT TO ALLOW BLOCKAGE OF SPRAY 23. IRRIGATION SYSTEMS ARE TO BE INSTALLED AS (.9 INSTALLED WITHIN 10 FEET OF ANY HARDSCAPE, TURF OR OTHER AREA WHERE PEDESTRIAN TRAFFIC MAY OCCUR. VAN= VARIABLE ARC NOZZLE PATTERN BY PLANT MATERIAL, OR MISALIGNED COVERAGE SHOWN IN THE DETAILS AND SPECIFICATIONS. w NOZ.= NOZZLE PATTERN THAT MAY CAUSE PLANT DECLINE OR DEMISE. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH _J 2. GPM SHOWN AT UNADJUSTED FULL FLOW VAR= VARIES LOCAL CITY, COUNTY, ANO STATE REQUIREMENTS FOR VAN= VARIABLE ARC NOZZLE 13. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO BOTH EQUIPMENT AND INSTALLATION. z 3. ADJUST SPRAY TO SUIT SITE CONDITIONS. ACCOMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, 0 INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, 4. WHEN INSTALLING SPRINKLER PATTERNS USING NOZZLES THAT REQUIRE ARC -ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED I-PATTERNS OTHER THAN THE STANDARD ARC PATTERNS (360, 180, 120, 90, REPRESENTATIVE PRIOR TO COMMENCING WORK. <( ETC.± THE CONTRACTOR SHALL USE VARIABLE ARC OR ADJUSTABLE ARC NOZ LES. RADIUS OF NOZZLES SELECTED SHALL MATCH SITE CONDITIONS. (.9 -5. ALL POP-UP SPRAY HEADS SHALL HAVE A HUNTER FACTORY INSTALLED 0::: RECLAIMED BODY CAP (MODEL# CV-R) 0::: 5. ALL MP ROTATOR POP-UP SPRAY HEADS SHALL HAVE A HUNTER RECLAIMED - 6. BODY CAP (MODEL# PROSRCCAP) 7. ALL SPRAY HEADS ON RISERS SHALL HAVE A HUNTER NON-POTABLE PLASTIC Ll-3 SHRUB ADAPTER (MODEL# INST-00) CITY Of OCEANSIDE "AS BUILT" 8. ALL SHRUB ROTORS ON RISERS SHALL BE INSTALL USING THE HUNTER SHRUB HIGHWA'I 7• VICINITY MAP ~\ \ ~ ROTOR STAKING KIT (MODEL# 463551) -p "' TITLE DATE 9. ALL RISERS 12" ABOVE GRADE SHALL BE STAKED. ~ ~~ ~ REVIEWED BY: ·,, ~ C;,1~~% REM O-1E COi\lTROL \/ AL VE CALLOUT: 11-~~11 \.-~i;-tOSCAPE" \E:,10 F~ "" cm OF' VISTA APPROVED FOR PLANTING t.,__,'0 iEMEDt r /1-?o t··-~~ ~7 3 INSPECTOR DATE 0~0 1· P. ~' ,,,~ ~ A1 I AND IRRIGATION ONLY, ,oil STATION SEQUENCE ~/ Vo("' ~ rt)-;ZJ ir,cos 12 APPROX. GPM :;_ /I ~'21 ,,_ . ll INCLUDING PRECISE ""~-\'-2' VALVE SIZE 1'' * . (:l "' SHEET CITY OF CARLSBAD 20 JAMES P. BENEDETTI ~ Slgnoture rn e'z:;. \\"-"'~ ' ,/ :~~JEC, 4 LANDSCAPE ARCHITECT Ren Dote 9/30/14 J LOCATION OF PLANTING PLANNING DEPARTMENT SHEETS 4403 MANCHESTER AVE., SUITE 201 S' Dole 3/28~ ENCINI-IAS, CA 92024-/;it; R-'-\\. AREAS. PRIVATE (ONSITE) RECLAIMED 760/479-0644 FAX 760/479-0845 €: OF CAl \~O ""'"' .,_ ~_) ,,.~ WATER SYSTEM FOR: NORTH W'.£NHAIN RO OLIVENHAIN MUNICIPAL WATER OLIVENHAIN MUNICIPAL WATER DISTRICT DISTRICT APPROVED CHANGES NOTTO SCALE cm OF CARLSBAD NO. DESCRIPTION APPROVED DATE DISTRICT HEADQUARTERS RECYCLED WATER SYSTEM APPROVAL 1 CITY SUBMITTAL I 26/08 DEVELOPERS NAME: I 966 OLIVENH.AJN ROAD 2 CITY REVIEW COMMENTS 2 3 09 ENCINITAS. CALIFORNIA 92024 APPROVED BY: OMWD DISTRICT ENGINEER ADDRESS: 1 OEH SUBMITTAL 2 3 09 APPROVED 1i.:J..I &-JC-Jt__;,-/1--3 CITY REVIEW COMMENTS 5 26 09 (o z.., . 1::l 2 DEH SUBMITTAL 5 26 09 TELEPHONE: PLANNING DATE 4 PERMIT SET 6/24 09 ORVIN BY: AC PROJECT NO. DRAWING NO. RCE DATE JOB NUMBER 6 AS-BUILT i,, • t;;; . 1..\ 2 19 14 DATE PLAN PREPARED: CHCKD BY: CUP02-01 433-5M BY: JPB SHEET_OF_SHEETS C.M.W.D. JOB NO. ____ _ IRRIGATION MAINLINE EQUIPMENT LEGEND SYMBOL DESCRIPTION MANUFACTURER / MODEL # RECLAIMED WATER METER PURCHASED AND INSTALLED BY OLIVENHAIN MUNICIPAL WATER DISTRICT. [gJ PEDESTAL MOUNT IRRIGATION CONTROLLER ASSEMBLY JOHN DEERE, GREEN TECH DIVISION (RAINMASTER EAGLE CONTROLLER IN BACK-TO-BACK #CA1-RM3-36/LPP/RSE/PMR/FSF-150B STAINLESS STEEL ENCLOSURE IMTH 'i V"I\P I ""~ITPAI C:TP\/l('e' Pl A"l NO SYM. STAINLESS STEEL CONTROLLER ENCLOS RE V.I.T. PRODUCTS INC. SB-18DSS NO SYM. IRRIGATION CONTROLLER MOUNTING PAD V.I.T. PRODUCTS INC. #QP-18D NO SYM. REMOTE RECEIVER AND TRANSMITTER KIT PRO MAX IVI MASTER VALVE (NORMALLY CLOSED) SUPERIOR #4000 -1 \" [] FLOW SENSOR DATA INDUSTRIAL (MODEL #IR250B) -1\" -F'j~ FLOW SENSOR CABLE IN CONDUIT PAIGE P-7162D NO SYM. RAIN SENSOR WITH VANDAL RESISTANT ENCLOSURE HUNTER MINI-CLIK 120 VOLT ELECTRICAL POWER BACKFLOW DEVICE (PER O.M. W.D STANDARDS) WILKINS 975XL -1 \" NO SYM. PRESSURE REGULATOR WILKINS 510 -1 \" (75-125 PSI RANGE) NO SYM. BACKFLOW PREVENTER ENCLOSURE V.I.T. STRONGBOX SB-75SS NO SYM. CONCRETE BASE FOR BACKFLOW PREVENTER [:.~\ BRONZE BALL VAL VE (MAINLINE !SOLA TION) NIBCO r-580 CD BALL VALVE (VALVE ISOLATION) KING BROS. BTU SERIES ~ REMOTE CONTROL VALVE HUNTER ICV-XXXG-FS-AS-R .. \ __ j ANTI-SIPHON REMOTE CONTROL VALVE HUNTER PRO-ASV-075-R ANTI-SIPHON DRIP ZONE CONTROL KIT WITH WYE STRAINER HUNTER PACZ-075-25 WITH HY075 QUICK COUPLER VALVE NELSON 7645 -1'' ---NON-POTABLE, PURPLE, PVC PRESSURE PIPE (MAINLI ey'I PIPE OR EQUAL --- NO SYM. E[] NON-POTABLE, PURPLE, PVC NON-PRESSURE PIPE (LATERAL) PRESSURE PIPE SLEEVE NON-PRESSURE PIPE SLEEVE WIRE CONDUIT WIRE CONNECTOR WIRE SPLICE PULL BOX SPARE WIRE PULL BOX NO SYM. IRRIGATION CONTROL WIRE ----c+--SWING CHECK VALVE RECYCLED WATER 'DO NOT DRINK' SIGN NO SYM. NON-POTABLE VALVE I.D. TAG NO SYM. VALVE BOX NO SYM. CONCRETE THRUST BLOCKS ;_ __\ EXISTING IRRIGATION CONTROLLER TO REMAIN PROTECTED IN PLACE EXISTING POTABLE WATER METER TO REMAIN PROTECTED IN PLACE X l ' EXISTING BACKFLOW DEVICE TO REMAIN PROTECTED IN PLACE 1111----EXISTING IRRIGATION MAINLINE TO REMAIN PROTECTED IN PLACE --EX [di --EXISTING DOMESTIC WATER MAINLINE TO REMAIN PROTECTED IN PLACE ·--ax ·"" -··-EXISTING FIRE SERVICE MAINLINE TO REMAIN PROTECTED IN PLACE 1sw1~-- NO SYM. NO SYM. EXISTING FIRE HYDRANT TO REMAIN PROTECTED IN PLACE EXISTING VALVE TO REMAIN PROTECTED IN PLACE EXISTING REMOTE CONTROL VAL VE TO REMAIN PROTECTED IN PLACE EXISTING REMOTE CONTROL VALVE TO BE REMOVED MAINLINE AND WIRE STUB OUT CONCRETE THRUST BLOCKS PHONE JACK AND PHONE LINE IN 2" CONDUIT WITH TELEPHONE CABLE NO SYM. SWING JOINT NO SYM. RECYCLED WATER CONNECTION (ISOMETRIC) PW PIPE OR EQUAL PW PIPE OR EQUAL PW PIPE OR EQUAL PW PIPE OR EQUAL SPEARS ORI-SPLICE DIRECT BURIAL, 14 GAUGE HAMMOND IB940 CHRISTY CHRISTY CARSON-BROOKS FEB CO 825 Y -2" BY LOCAL PHONE COMPANY SCHEDULE 80 REMARKS APPROXIMATE LOCATION, SEE PLAN FOR SIZE. THE OWNER (OLINVENHAIN MUNICIPAL WATER DISTRICT) SHALL COORDINATE AND PAY ALL ASSOCIATED FEES FOR THE'. INSTALLATION OF THE RECYCLED WATER METER COORDINATE FINAL LOCATION WITH OWNER'S AUTHORIZED REPRESENTATIVE. CONTACT MICHAEL FACON, JOHN DEERE LANDSCAPES (GREEN TECH DIVISION) FOR CONTROLLER SPECIFICS fRnn, 4?7 ,,,,c; PRO~DE KEY LOCKS AND LOCKS TO SECURE ENCLOSURE. REFER TO CONTROLLER MODEL NUMBER, ABOVE INSTALL PER MANUFACTURER'S RECOMMENDATION REFER TO CONTROLLER SPECIFICATION APPROXIMATE LOCATION, SEE PLAN FOR SIZE INSTALL PER MANUFACTURER'S RECOMMENDATION. INCLUDED AS PART OF CONTROLLER ASSEMBLY PART NUMBER INSTALL IN CONDUIT, PER MANUFACTURER'S RECOMMENDATION RAIN SENSOR WILL BE INCLUDED AS PART OF CONTROLLER ASSEMBLY. REFER TO CONTROLLER MODEL NUMBER, ABOVE PROVIDED BY ELECTRICIAN. VERIFY ACTUAL LOCATION IN FIELD 10 FOOT MINIMUM HORIZONTAL DISTANCE FROM POTABLE WATER MAINLINE. COORDINATE EXACT LOCATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRESSURE SETTING AND SIZE AS NOTED PER THE PLAN PROVIDE CONCRETE PAD PER DETAIL PROVIDE CONCRETE PAD AS REQ'D. COORDINATE FINAL LOCATION OWNER'S REPRESENTATIVE. LINE SIZE FOR MAINLINE ISOLATION LINE SIZE FOR VALVE ISOLATION APPROXIMATE LOCATION, SEE PLAN FOR SIZE. INSTALL 6" ABOVE HIGHEST HEAD ON SYSTEM APPROXIMATE LOCATION, SEE PLAN FOR SIZE. VERIFY ACTUAL LOCATION IN FIELD PVC CLASS 315 FOR 2" AND LARGER PVC SCH 40 FOR 1-1/2" AND SMALLER PVC SCH CL 200 PVC SCH. 80, 2X DIA OF SLEEVED PIPE MIN. PVC SCH. 80, 2X DIA OF SLEEVED PIPE MIN. PVC SCH. 80, 2X SIZE OF WIRE BUNDLE FOR ALL WIRE SPLICES BELOW GRADE PULL BOXES FOR WIRE SPLICES SHALL BE LOCATED APPROXIMATELY 500' O.C. AND AT THE ENDS OF ALL SLEEVES UNDER PAVING. PULL BOXES SHALL BE 10" ROUND WITH LOCKING LID END PULL BOXES FOR WIRE SPLICES SHALL BE LOCATED AT THE END OF ALL MAINLINE RUNS AND HEAT BRANDED WITH "EPB". PULL BOXES SHALL BE 10" ROUND WITH LOCKING LID 6001/, TYPE UF, UL APPROVED LINE SIZE BY LATERAL LINE, INSTALL DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLER HEADS SEE PLAN FOR FUTURE LOCATIONS. CONTRACTOR TO PROVIDE MOUNTING HARDWARE FOR FUTURE INSTALLATION INSTALL INSIDE OF ALL VALVE BOXES SEE SPECIFICATIONS FOR SIZES AT ALL MAINLINE DIRECTIONAL CHANGES FIELD VERIFY EXACT LOCATION. COORDINATE EXISTING CONTROLLER SCHEDULE WITH NEW CONTROLLERS TO KEEP COMBINED FLOWS WITHIN RANGE OF FLOW SENSOR. FIELD VERIFY EXACT LOCATION FIELD VERIFY EXACT LOCATION FIELD VERIFY SIZE AND LOCATIONEXACT LOCATION FIELD VERIFY EXACT LOCATION FIELD VERIFY EXACT LOCATION FIELD VERIFY EXACT LOCATION FIELD VERIFY EXACT LOCATION FIELD VERIFY EXACT LOCATION FIELD VERIFY EXACT LOCATION APPROXIMATELY WHERE SHOWN ON PLAN INSTALL AT ALL DIRECTIONAL CHANGES 2" CONDUIT WITH TELEPHONE CABLE TO BE INSTALLED BY LOCAL PHONE COMPANY FROM PHONE COMPANY POINT OF CONNECTION TO IRRIGATION CONTROLLER LOCATION INSTALL AS PART OF SPRAY HEAD ASSEMBLY DETAIL IS DIAGRAMMATIC, FOR GRAPHIC CLARITY ONLY DETAILS ,EE SPECS A/Ll-4 A/Ll-5 A/Ll-5 A/Ll-5 F /Ll-5 E/Ll-5 E/Ll-5 A/Ll-5 G/Ll-5 D/Ll-5 ;O/Ll-5 A/Ll-6 B/Ll-6 C/Ll-6 E/Ll-6 G/Ll-9 G/Ll-9 C/Ll-6 c/LI-7 C,G/Ll-6 C,G/Ll-6 F /Ll-6 F /Ll-6 G/Ll-6 A/Ll-8 A/Ll-6 A/Ll-6 F,G/Ll-6 E/Ll-6 T-1 F /Li 8 E/Ll-6 D/Ll-6 A/LI-7 BILI 8 C/LI 7 A/Ll-5 B,E,F,G/LI- A/LI 4 JAMES P. BENEDETTI LANDSCAPE ARCHITECT OLIVENHAIN MUNICIPAL WATER DISTRICT RECYCLED WATER SYSTEM APPROVAL APPROVED BY: OMWD DISTRICT ENGINEER RCE DAfE JOB NUMBER 4403 MAN Cl-I ESTER AVE., SUITE 201 ENCINI-IAS, CA 92.024- 760/479-0644 FAX 760/479-0645 PRESSURE LOSS CALCULATION PROJECT 08002 OMWD HQ -Perimeter Planting POC #/RCV# A 18 POC WATER TYPE POTABLE WATER RCVDEMAND 18 GPM HYDRAULIC GRADE LINE N/A FEET METER ELEVATION 112 FEET MIN. STATIC PRESSURE REQUIRED AT POC 95 PSI (B) EQUIPMENT LOSSES ss # GPM SIZE LNGTH/QTY. PSI LOSS (1) SERVICE LINE 18.00 2" 35.00 2.11 0.39 PSI (2) METER 18.00 1-1/2" 0.60 PSI (3) PSI REG.I Y-STRAINER 18.00 1-1/2" 5.00 PSI (4) BACKFLOW DEVICE W/ STRAINER 18.00 1-1/2" 13.00 PSI (5) FLOW SENSOR 18.00 1-1/2" 0.50 PSI (6) MASTER CONTROL VALVE 18.00 1-1/2" 0.45 PSI (7) MAINLINE (3/4"-1 1/2" Sch. 40) N/A NIA 0.00 0.00 0.00 PSI (8) MAINLINE (2"-3" CLASS 315) 18.00 2-1/2" 1300.00 0.12 1.56 PSI (9) ISOLATION VALVES VAR = LINE 3 0.70 2.10 PSI (10) RCV SINGLE STATION 18.00 1-1/2" 1.50 PSI (11) Sch. 40 LATERALS (10% OF PSI REQ'D) VAR 4.00 4.00 PSI (12) SUBTOTAL 29.10 PSI (13)+ 10% FOR FITTINGS 2.91 PSI TOTAL EQUIPMENT LOSSES 32.01 PSI (C) ELEVATION GAINS I LOSSES (1) ELEV. HEAD GAIN FROM SPRINKLR 0 FEET= 0.00 PSI (2) ELEV. HEAD LOSS FROM SPRINKLR 23 FEET= 9.96 PSI TOTAL ELEVATION GAIN/ LOSS 9.96 PSI (D) CALCULATIONS (1) TOT Al LOSSES 41.97 PSI (2)SPRINKLER OPERATING PRESSURE 40.00 PSI (3) PRESSURE REQUIREMENT (D1 +02 81.97 PSI (4) EXIST. STATIC PRESSURE (P.O.C.) 95,00 PSI (5) RESIDUAL PRESSURE 15.90% 13.03 PSI (E) PUMP REQUIREMENT (IF NEEDED) (1) TOTAL PUMP OUTPUT (IF REQ'D.) N/A PSI (2) SURPLUS (MIN. 10% 110 PSI REQ'D) (E1-D3) 0.00% N/A PSI (F) PSI REGULA TOR SETTINGS (1) POC PSI REGULATOR SETTING 'Surplus= 13.03 PSI OR 15.90% @ 95 PSI POINT OF CONNECTION TO EXISTING (f) IRRIGATION MAINLINE WITH NEW RECYCLEo;.; {2) RCV PSI REGULATOR SETTING 48,41 PSI WATER IRRIGATION L MAINLINE Q DISCONNECT AND CAP --~I EXISTING POTABLE WATER LINE EXISTING IRRIGATION MAINLINE TO BE - CONNECTION TO NEW RECYCLED WATER IRRIGATION METER -EXISTING POTABLE WATER METER -EXISTING POTABLE BACKFLOW DEi/iCE TO IRRIGATION SYSTEM / / / / l ,, --------------,. .,, NEW IRRIGATION MAINLINE ~ ~ / .,, (TYPICAL SYMBOL) { \ -~ 4::z _ _j ,. ___../ ~:ALL NEW BALL VALVE,~~<_) _ ___.,_ _ __, TO NEW IRRIGATION SYSTEMS -NEW RECYCLED WATER IRRIGATION METER AND BACKFLOW DEi/iCE -I-<( ...J ::, u ...J <( u 0 z <( 0 z w (9 w ...J z 0 ~ MAINLINE SIZE -~ _r ,,:::_ -er \l__EXISTING POTABLE WATERLINE (TYPICAL EXISTING RECYCLED y WATERLINE ~ A (9 - SYMBOL) 0::: 0::: RECYCLED WATER CONNECTION (ISOMETRIC) - NO SCALE Ll-4 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DISTRICT APPROVED CHANGES NO. DESCRIPTION APPROVED DA TE ~ PACIFIC ~ OCEAN NORTH NOT TO SCALE VICINITY MAP f-cc-1 +C~IT~Y~S""'UB:,;,M""IT.:.:,TA~L==------+----+-1;,..;2o::.i6/c;::i108 DEVELOPERS NAME: ---------~ "AS BUILT" TITLE DATE REVIEWED BY: INSPECTOR DATE SHEET 5 CITY OF CARLSBAD 20 PLANNING DEPARTMENT SHEETS PRIVATE (ONSITE) RECLAIMED WATER SYSTEM FOR: OLIVENHAIN MUNICIPAL WATER DISTRICT HEADQUARTERS 1966 DLIVENHAIN ROAD ENCINITAS, CAIJFORNIA 92024 1----c-2 +C""ITcc-Y..;,;R~EYl~E:.:;,W,.;C;:..:OM.::::M::=E:.:.:N Tc::.S _____ -+----+2'1..,3"40~9 ADDRESS· f---;,-1 +D,,:E,,:,H...;S~UB:;,Mc,;,IT,::,TA;::,L~~-------1----+=£,2 ;;i,3 :;;.J09 , APPROVED ,~ _ (, \ 3 CITY REVIEW COMMENTS 5 26 09 {g \ 4'-~ ~_.;-\\: L,, z..c,. y ~I2~D~E:"'Hif~ms~u"B~M'-'--1r-n=A=L============;=j~=::;;==~::'s5&~2f4'6~ogi-------~TE=L='.EP:_r:H'.':'.oi:'.:NE:.:_:~=-=-=-=-=-=-=-==--=-J1--P-LA_N_N_1N_G ____ ~----~--□A_T_E_..i 1 4 PERMIT SET 6 24/09 DRIii< BY: AC PROJECT NO, DRAWING NO. f----'-6+-"AS'----"-'BU~llc:.T ______ ___.ie.:."'..:,'l,Q.-:_J"'l--1 _ _..,_ rit"----+'"'.2/-"'19q/14 DA TE PLAN PREP ARE□: _________ fc.cH=c=Ko-s=v,------, BY: JPB CUP02-01 433-5M SHEET_Of_SHEETS C.M. W.D. JOB NO. ____ _ 16.f--~ ~o ~'='~~ -----< 1 1 71-------,-i G NOTES: COORDINATE FINAL LOCATION WITH OWNER'S AUTHORIZED REPRESENTATIVE. CONTACT MICHAEL FACON, JOHN DEERE LANDSCAPES (GREEN TECH DIVISION) FOR CONTROLLER SPECIFICS (8 427-0779 CD RAIN SENSOR MOUNTED TO ENCLOSURE @ TERMINAL STRIP FOR CONTROL WIRES 0_) STAINLESS STEEL, U.L. LISTED, PREDRILLED, REMOVABLE BACKBOARD 0_) STAINLESS STEEL, U.L. LISTED, PREDRILLED, REMOVABLE BACKBOARD CD CONCRETE FOOTING (6" MIN.THICK ) @) 6" MIN. ALL AROUND @ 1 1/4" PVC CONDUIT/SWEEP FOR COMMUNICATION CABLE TO OTHER CONTROLLERS (IF REQ.) (2) 3" PVC CONDUIT/SWEEP FOR CONTROL WIRES TO VALVES @ 5/8" DIA. x 8' COPPER GROUND ROD W/#10 GROUND WIRE AND CLAMP @ 1" PVC CONDUIT /SWEEP FOR FLOW SENSOR/MCV WIRES (IF REQ.) @ 1 1/4" PVC CONDUIT/ SWEEP FOR ELECTRIC SERVICE CD COMPACTED SITE SOIL @ FINISHED GRADE @ TERMINAL BLOCK FOR COMMUNICATION CABLE (USE IF REQUIRED) (i_}) POWER SWITCH AND RECEPTACLE @ STAINLESS STEEL, 18" WIDE BACK-TO-BACK CONTROLLER ENCLOSURE NEMA 3R RAINPROOF RATED @ CONTROLLER G) 2" ABOVE FINISH GRADE (TYPICAL) A PEDESTAL MOUNT IRRIGATION CONTROLLER ASSEMBLY NO SCALE 1 2 4 . . . . . .. . . 6 5 PLAN VIEW 7 ELEVATION (~ l3ACKl~LOW ENCLOSURE 0 NO SCALE 2 TO DISTRICT METER SEE NOTE 1 3 4 r ' 6 g" TYP :r-0 : l----Q) -----0) . . I ' . • ' ' ' I 'r;-__l__--L _ _; ·. .._,-___,__,,_--------~------- CD STAINLESS STEEL ENCLOSURE ® ® 0 ® BACKFLOW PREVENTER ANCHOR ROD (TYP.) POURED CONCRETE BASE MED. BROOM FINISH 6" MIN. THICKNESS-EXTEND 6" BEYOND OUTSIDE DIMENSIONS OF ENCLOSURE. WATER SERVICE INLET PIPING WATER SERVICE OUTLET PIPING FINISH GRADE 2" FROM FINISH GRADE IN SHRUB AREA CD 3/4" THRU 2" REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY @ COPPER ADAPTER, COPPER SOLDER JOINT x MALE IPT @COPPER WATER TUBE. TYPE K HARD (I) COPPER go· ELBOW WITH COPPER SOLDER JOINTS @) COPPER UNION WITH COPPER SOLDER JOINTS @ COPPER ADAPTER, MALE SOLDER x MALE IPT (2) REDUCED PRESSURE BACKFLOW PREVENTER WITH BALL VALVES @ 18" WIDE x 4" THICK CONCRETE PAD, LENGTH VARIES PER SIZE @ CONCRETE ANCHOR BLOCK WITH 1 CUBIC FOOT @) PRESSURE REGULA TOR (SEE SHEET Ll-4 FOR SETTING) REDUCED PRESSURE BACKFLOW NO SCALE CD IRRIGATION CONTROLLER @ SERVICE ENTRANCE ~ @ GROUND BUS BAR Lz L1 CD FUSE CKT OR BREAKER ® BLACK (HOT) U) ® WHITE (GROUNDED er: w CONDUCTOR OR NEUTRAL) _J 0 _J GREEN OR BARE 0 ~ )) ----+---+----------'4----+---} ~ (EQUIPMENT GROUND) er: I-® z BONDING CONDUCTOR 0 u EARTH GROUND BY THE UTILITY COMPANY 5 6 7 8 :r: I- SUPPLEMENTARY0 GROUND ~ ~l--'-1--'2-=-0-'-V_W_:__:_I R'---'--'--I N_:_G-=0_:_I A---'-G_R__:A__:M---'--'-----------------V NO SCALE ~ (j) •-· -·•w 5 3 1 ®- ' •-I --' -• --·.-, ·---~-:---1_'._ ~. , , I ... --',__ __:_-~; i .:~: ! :-=--.::: :~~-:·': ,___ -··· . -----·-···· ---~=-: ' ~-.._=.; ~-~: =-=.:-. ! , ··---• I----·;''---:-~_: ·=--· ,-_ : ---= -~ :.: ----· -------. ' ·------··· --·;' --------: ---: ---, __ ----. -' ------'------._, ____ --------~----, ___ --, __ : --_ . . . . DIRECTION OF FLOW ® CD SENSOR CABLE - EXTEND TO CONTROLLER @ FOR FLOW SENSOR @ WHITE CD BLACK ® FINISH GRADE CD FLOW SENSOR NO SCALE NOTES: 1. NO OUTLETS WILL BE ALLOWED IN THE PIPING BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE THE SAME SIZE AS THE METER AND PIPING TO THE ASSEMBLY. A PRESSURE REGULATOR MAY BE INSTALLED BETWEEN THE METER AND BACKFLOW PREVENTER. 4 . -. ---··-------' -·-.. . --. '_-.:~ ----' -----------------' --- /, ---· --- SECTION (j) SPLICE WIRE W/ WATERPROOF TYPE CONNECTIONS PROVIDED ® VALVE BOX ® LENGHT OF RUN EQUALS 10 TIMES PIPE DIAMETER @ FLOW SENSOR CD LENGHT OF RUN EQUALS 5 TIMES PIPE DIAMETER © NO VALVES, REDUCERS, OR ELBOWS IN THIS AREA C 0 ) ' \ RW \ <:::J~;OINT OF CONNFCTICN 10 CITY OF RECYCLED WATER OLIVENHAIN MUNICIPAL WATER DISTRICT MAINLINE. METER/ BACKFLOW DEVICE MASTER CONTROL VALVE s 0 ___J Li. FLOW c-. '-. '-. itt.c-.'-, r <'.' '-'-.,,..,.-'-. Co'- q,,Ou.°' '-1/ ;-'-. '-. '-IRRIGATION ------------METER WI RE / CONDUIT CONTROLLER s 0 ___J Li. BALL VALVE TO IRRIGATION REMOTE CONTROL VALVES 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 ttttttttt EXTEND CONTROL WIRE TO REMOTE CONTROL VALVES AS REQUIRED IRRIGATION P.O.C. ANO ASSEMBLY DIAGRAM NO SCALE ~ G)- 1 CD MASTER CONTROL VALVE W/ FACTORY INSTALLED PURPLE "RECYCLED WATER" HANDLE @ SOLENOID (}) WATERPROOF WIRE CONNECTORS (I) CONTROL WIRE W/ 4' MIN EXTRA WIRE COILED, & TAPED AT 10 FT INTERVALS 8 PVC SCH 80 THREADED UNION PURPLE VALVE BOX AND LID WITH BRANCH CIRCUIT NUMBER STAMPED IN LID (SEE SPECS). (2) SEE SPECS. FOR DEPTH @ PVC PRESSURE PIPE @ PVC SCH 80 THREADED RISER OR NIPPLE (LENGTH AS REQUIRED) @ PVC SCH 80 FEMALE ADAPTER (TYP) (SXT) CD 1" IN MULCH AREA @ PVC SCH 80 ELL (SS) @ UNDISTURBED/COMPACTED SUBGRADE (j) BRICK OR CONCRETE SUPPORTS (END TO END UNDER BOX PERIMETER) @ 1 CU. FT MIN. PEA GRAVEL @ PURPLE RECLAIMED WATER I.D. TAG NOTE: USE ONLY TEFLON TAPE ON ALL THREADED CONNECTIONS 0 _M_A_S_T_E_R_V_A_L V_E _____________ _ NO SCALE OLIVENHAIN MUNICIPAL WATER DISTRICT RECYCLED WATER SYSTEM APPROVAL APPROVED BY: OMWD DISTRICT ENGINEER (/) _J -~ w 0 z 0 I- <( C) 0::: 0::: 2. BRASS PIPE WITH THREADED FITTINGS HAVING THE SAME CONFIGURATION MAY BE USED IN LIEU OF THE COPPER WATER TUBE. RCE DATE JOB NUMBER Ll-5 3. PROVIDE GUARD POSTS WHEN DIRECTED BY THE DISTRICT'S REPRESENTATIVE. 4. OMWD MAINTENANCE RESPONSIBILITY STOPS AT THE METER. JAMES P. BENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE., SUITE 201 ENCINl-rAS, CA 92024 760/479-0644 FAX 760/479-0645 CITY Of OCEANS/OE '• VICINITY MAP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCArfION OF' PLANTING AREAS. DISTRICT APPROVED CHANGES NO. DESCRIPTION APPROVED DATE ~ PACIFIC w OCEAN NORTH NOT TO SCALE OU-.0.HAIN CITY Of' CARLSBAD -I PROJECT ( SITE 1 CITY SUBMITTAL 1 26 08 DEVELOPERS NAME: 1---cc-+=~=~~=~-----+----+cc,,+~1 ----------- 1--c-2 -t-cC=IT~Y =RE=Vl=EW=CO_M_ME_N_TS _____ -+----J-C2'=3'=09c-l ADDRESS: I DEH SUBMITTAL 2 J 09 3 CITY REVIEW COMMENTS 5 26 09 ,_2 -+-D_E_H _SU_B~MI_TT_AL _______ -11----+-5.c.,-2_,_,6 ,-l09 TELEPHONE: "AS BUILT" TITLE DATE REVIEWED BY: INSPECTOR DATE SHEET 6 CITY OF CARLSBAD 20 PLANNING DEPARTMENT SHEETS PRIVATE (ONSITE) RECLAIMED WATER SYSTEM FOR: OLIVENHAIN MUNICIPAL WATER DISTRICT HEADQUARTERS APPROVED PLANNING DRWN BY: 1966 Ol!VENfWN ROAD ENCINITAS, CALIFORNIA 92024 /'¾-:" (,,, ·-Z..,. 1± DATE G (OLIVENHAIN MUNICIPLE WATER DISTRICT STD. 01/1/G NO. C-21) 4 PERMIT SET 6/24/09 AC PROJECT NO. DRAWING NO. CHCKD BY: JPB CUP02-01 433-SM SHEET_OF_SHEETS C.M.W.D. JOB NO. NOTE: 2" MIN. u·,cctt.ri1 ,,:pJ--\J ,i:c~ ,;,r 6 :<,r/i'O)~\. ,Y{r ~., ,:Yi ;!;:11-''-:x .:J::'t,d::n:,-r -:d:,., ~,t ,?1:.{ _rs.f'. "'~::~..,,~' ===-----i7 '----------'8 --------19 L__--------fJ O CD @ FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BV" ONTO LID. BALL VALVE, SEE LEGEND FOR SPECIFICATION FINISHED GRADE IN MULCH AREAS PRESSURE SUPPLY LINE DEPTH AS PER SPECS. BRICK OR CONCRETE SUPPORTS ON COMPACTED SUBGRADE (MIN. OF FOUR PER BOX) 1. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. (J) ® ® @ BRASS UNION BRASS NIPPLE LANDSCAPE FABRIC 2. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAIN LINE DEPTH. 1 CU. FT Ml~I. PEA GRAVEL A BRONZE BALL VALVE (MAINLINE ISOLATION) NO SCALE 0 NOTE: 14"x19" RECTANGULAR, PURPLE, RECYCLED WATER VALVE BOX TYP.l PURPLE, RECYCLED WATER, QUICK COUPLING VALVE BOX, TYP. 0 0 ~--~ 0 f--~,7____ 0 0 0 1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE SERVICING VALVE. 2. SET RCV AND VALVE BOX ASSEMBLY IN GROUND-COVER/SHRUB AREA WHERE POSSIBLE. 3. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. 4. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOXES. fo\1---V_A_L_V_E_B_O_X_L_A_Y_O_U_T ___________ _ V NO SCALE ~ rl6J ;; ~ 12" I .-2,__~ -~--___._.,,_---+- ' ' ---' N l-;-7""":;_U_;-,~ '' ___ , •\,---• -----------·---- SECTION NOTES: 1. TWO OR MORE LATERALS (OR MAIN LINES) IN THE SAME TRENCH SHALL BE PLACED SIDE-BY-SIDE WITH A 4" MINIMUM CUSHION (BACKFILL) BETWEEN THE PIPES FOR BOTH HORIZONTAL AND VERTICAL CLEARANCE. 2. SLEEVE ALL LATERALS, ELECTRICAL, AND MAINLINE UNDER CONCRETE AND APHALT SURFACES. 3. ALL MEASUREMENTS FROM TOP OF PIPE TO FINISH GRADE. CD BACKFILL (1) FINISH GRADE @ 2" MIN. CLEAN BACKFILL C±) ENT CONDUIT OR EQUAL FOR 110 VAC WIRES WITH CAUTION TAPE MARKED "CAUTION ELECTRICAL" AND PLACED DIRECTLY ® ® (J) ® ® ABOVE CONDUIT. 24V IRRIGATION CONTROLLER WIRE BUNDLE TAPED EVERY 10· o.c. 10-15 FT. COIL WRAP AT EVERY TURN AND VALVE MAINLINE WARNING TAPE. RUN CONTINUOUSLY ALONG ROUTE OF MAINLINE. LOCATE ONE TAPE IMMEDIATELY ON TOP OF THE MAINLINE PIPE AND ONE 12" ABOVE THE TOP OF MAINLINE. 4" MIN. PURPLE, RECYCLED WATER PRESSURE MAINLINE PIPE PURPLE, RECYCLED WATER NON-PRESSURE LATERAL PIPE W 3" OR SMALLER -18" COVER \/:::!I 3" THROUGH 5\" -24" COVER 6" OR LARGER -36" COVER 01---T_R_E_N_C_H_IN_G _______________ _ V NO SCALE ----· -------·~-~-- 4" MIN. NOTE: 1. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. 2. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAIN LINE DEPTH. CD @ 0 0 ® ® (J) ® ® FINISHED GRADE IN TURF AREAS PURPLE, RECYCLED WATEFl, PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BV" ONTO LID. PURPLE IN COLOR. PVC BALL VALVE, SEE LEGEND FOR SPECIFICATION FINISHED GRADE IN SHRUB AREAS PRESSURE SUPPLY LINE DEPTH AS PER SPECS. BRICK SUPPORTS DUAL UNION CONNECTIONS AS PART OF BALL VALVE LANDSCAPE FABRIC 3/4" ROCK, 1 CUBIC FT. 0 BALL VALVE (VALVE ISOLATION) CD @ 0 0 NO SCALE 1 @ I---@ 1 EXPANSION COILS: 30 INCH LINEAR LENGTH OF WIRE, COILED ID TAC WATER PROOF CONNECTION REMOTE CONTROL VALVE W/ FACTORY INSTALLED, PURPLE, "RECYCLED WATER" HANDLE ® ® (J) ® ® @ CD © © g @ @ © PURPLE COLORED, RECYCLED WATER, VALVE BOX W/ LOCKING BOLT-DOWN LID FINISH GRADE/TOP OF MULCH PVC SCH 80 UNION PVC LATERAL PIPE PVC SCH 40 ELLS (TO ANGLE PIPE TO SPECIFIED DEPTH) 4" MIN. -6" MAX. PVC MAINLINE PIPE PVC SCH 40 ELL BRICK SUPPORTS 1 CU. FT. PEA GRAVEL 4" MIN. PVC SCH 80 NIPPLE PVC MAINLINE NOTE: USE ONLY TEFLON TAPE ON ALL THREADED CONNECTIONS fi\_R_E_M_O_T_E_C_O_N_T_R_O_L_V_A_L V_E _________ _ V NO SCALE CD IRRIGATION MAINLINE 1 @ SCH. 80 PVC TEE, SxSxT MAINLINE 2 X MANIFOLD SIZE @ BALL TYPE !SOLA TION VALVE 3 =~ 4 0 SCH 80 PVC UNION ® ® MINIMUM 12" SEPARATION BETWEEN ALL VALVE BOXES sfti!· H ® REMOTE CONTROL VALVE ':'TJ'-(J) SCH 80 PVC UNION 6 ® 7 IRRIGATION SUB-MAINLINE ~:fi ® LATERAL LINE TO SPRINKLERS 8 @ HARDSCAPE EDGE INSTALL MAINLINE 18" ~ CD OFF OF HARDSCAPE EDGE BALL TYPE ISOLATION VALVE ~=a © SCH 80 PVC UNION @ © QUICK COUPLER SWING JOINT g QUICK COUPLER VALVE IN A PURPLE 11 COLORED, RECYCLED WATER, ROUND 1 VALVE BOX NOTE: QUICK COUPLER MANIFOLD TO BE SEPARATE FROM RCV MANIFOLD NOTE: USE ONLY TEFLON TAPE ON ALL THREADED CONNECTIONS 01---V_A_L_V_E_M_A_N_I_F_O_LD_L_A_Y_O_U_T ________ _ V NO SCALE 2>---~ 1 .---~ 7l--~ 8 r------t-------, SECTION NOTES: 3 1. NO OTHER TRADES (ELECTRICAL, LIGHTING) SHALL USE THE SAME TRENCH AS IRRIGATION PIPE. 2. PROVIDE 24" OF COVER FOR DIRECT BURIAL CABLE. 3. PROVIDE PVC SCH. 40 SLEEVES FOR ALL WIRING AND PIPING UNDER PAVING. 4. NO VERTICAL STACKING OF IRRIGATION PIPES IN THE SAME TRENCH. CD FINISH GRADE (1) BACKFILL @ PRESSURE MAINLINE PIPE C±) DEPTH OF SLEEVES UNDER ROADS 6" OR SMALLER -36" COVER GREATER THAN 6" -48" COVER *SCHEDULE 80 PVC DEPTH OF SLEEVES UNDER PAVING (NON-ROADS)_ 3" OR SMALLER -18" COVER 3" THROUGH 5\" -24" COVER 6" OR LARGER -36" COVER *SCHEDULE 40 PVC @ 6" MIN. ® (J) ® ® @ DEPTH OF SLEEVES UNDER ROADS 6" OR SMALLER -36" COVER GREATER THAN 6" -48" COVER *SCHEDULE 80 PVC DEPTH OF SLEEVES UNDER PAVING (NON-ROADS) 3" OR SMALLER -18" COVER 3" THROUGH 5\" -24" COVER 6" OR LARGER -36" COVER *SCHEDULE 40 PVC NON-PRESSURE LATERAL PIPE CONTROL WIRE BUNDLE 2" MIN. CLEAN BACKFILL MAl~ILINE WARNING TAPE. RUN CONTINUOUSLY ALONG ROUTE OF MAINLINE. LOCATE O~IE TAPE IMMEDIATELY ON TOP OF THE 0 SLEEVING MAINLINE PIPE AND ONE 12" ABOVE THE TOP OF MAINLINE. F---~-- No SCALE OLIVENHAIN MUNICIPAL WATER DISTRICT RECYCLED WATER SYSTEM APPROVAL APPROVED BY: OMWD DISTRICT ENGINEER CJ) _J -~ w 0 z 0 I- <( (.9 -er er RCE DATE JOB NUMBER Ll-6 JAMES P. BENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE .. SUITE 201 ENCINl-rAS, CA 920.24- 760/479-0644 FAX 760/479-0645 CITI Of OCEAHSIO[ VICINITY MAP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF' PLANTING AREAS. DISTRICT APPROVED CHANGES NO. DESCRIPTION APPROVED DA TE ~ PACIFIC w OCEAN NORHI NOTTO SCALE ,, ''"'""'" CITY OF CARLSBAD f \IISTA ITY or H MARCOS PROJECT SITE l-cc-1 +C=IT=Y~S=UB~M=IT~TA=L~=------+----+"-.1 2::.:s6c:..:i08 DEVELOPERS NAME: _________ _ 1----c-2 +C=IT~Y~R=EV=IE=W=C~O_MM_E_N·_rs _____ -+-----l-2::'-,3C'-,0_:_:_91 ADDRESS: 1 DEH SUBMITTAL 2 3 09 3 CITY REVIEW COMMENTS 5 26 09 2 DEH SUBMITTAL 5 26 09 TELEPHONE: 4 PERMIT SET 6/24/09 6 AS-BUILT G,. z.o. 1-i. 2 19 14 DATE PLAN PREPARED: t--+-'-~~-------"''-="-'--'--1:--_;;,.~..J-=L.c::=I BY: "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE SHEET 7 CITY OF CARLSBAD 20 PLANNING DEPARTMENT SHEETS PRIVATE (ONSITE) RECLAIMED WATER SYSTEM FOR: OLIVENHAIN MUNICIPAL WATER DISTRICT HEADQUARTERS APPROVED PLANNING DRWN BY: CHCKD BY, AC JPB 1966 OLIVENHAIN ROAO ENCINITAS, CALIFORNIA 92024 0 · ~.1:f DATE PROJECT NO. DRAWING NO. CUP02-01 433-SM SHEET_OF_SHEETS C.M.W.D. JOB NO. ____ _ THRUST AT FITTINGS IN POUNDS AT 100 psi Pipe Size 90A 45A 22-1.2A DEAD ENDS INCHES BENDS BENDS BENDS & TEES 1-1 /2" 415 225 115 295 2 645 350 180 455 2-1/2 935 510 260 660 3 1,395 755 385 985 3-1/2 1,780 962 495 1,260 4 2,295 1,245 635 1,620 5 3,500 1,900 975 2,490 6 4,950 2,710 1,385 3,550 8 8,300 4,500 2,290 5,860 10 12,800 6,900 3,540 9,050 12 18,100 9,800 5,000 12,800 THRUST AT FITTINGS IN PASCALS AT 689 kPa OF WATER PRESSURE 90A 45,... 22-1.2A DEAD ENDS (mm) BENDS BENDS BENDS & TEES 38.1 1848.8 1001.3 511.8 1312.8 50.8 2870.3 1557.5 801 2024.8 63.5 4160.8 2269.5 1157 3937 76.2 6207.8 3359.8 1713.3 4383.3 86.9 7921 4280.9 2202.8 5607 101.6 10212.8 5540.3 2815.8 7209 127 15575 8455 4338.8 11080.5 152.4 22027.5 12059.5 6163.3 I 5979.5 203.2 36935 20025 10190.5 26077 254 56960 30705 15753 40272.5 304.8 80545 43610 22250 56960 EXAMPLE: Far a pressure fo 150 psi (1933.5 kPa) an a 4 in. (101.6 mm) tee, Table 1008.1.4(0) indicates 1,620 pounds (7209 N) for 100 psi (689 kPa). Therefore, total thrust for 150 psi (103~.5 kPa) will equal 1-11/2 times 1,620 pounds (7209 N) for a total thrust of 2,430 pounds (10810 N). To deterJ.17ine the bearing area fo thrust blocks. refer to Table 1008.1.4\b) for the safe bearing load of the soil and divide the total thrust by the safe bearing load. --------1"CJ:;£~ ~ Ll~\·r~~lL ~ llE&~~(_ ~ s~c-:ti=--= ==-=~=10 I ,r(lJ l . ~ ,;,,:y• \ ,,..-.,:,.,_;.;_,,i_,t 6 f----.... = CCC 7f--~ G) @ WALKS, CURBS, PAVING, OR OTHER CONCRETE IMPROVEMENTS. 4" MIN. -10" MAX. FROM WALKS, 6" FROM WALLS 2" WALLS CURBS, G) FINISH GRADE IN PLANTER @ POP-UP SPRAY HEAD WITH NON-POTABLE COVER @ PVC SCH. 80 THREADED NIPPLE (LENGTH AS REQUIRED) Q) (2) PVC SCH.40 STREET ELL'S @ PVC LATERAL LINE ® PVC SCH. 80 THREADED NIPPLE (LENGTH AS REQUIRED) PVC SCH.40 STREET ELL'S 2" IN MULCH AREAS, FLUSH IN TURF AREAS NOTE: USE TEFLON TAPE ON ALL THREADED CONNECTIONS CD .. ~- 2 G) .3" FOR BUBBLER, 12" FOR SPRAY 3 @ BUBBLER OR SPRAY HEAD W/ NON-POTABLE SHRUB ADAPTER @ UV RADIATION RESISTANT 1/2 ~ INCH PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) © ANTI-DRAIN SPRING CHECK VALVE r® (SEE IRR. NOTE) ® FINISH GRADE/TOP OF MULCH ® PVC COUPLING ® 0 FLEX RISER ® PVC SCH 40 TEE OR ELL 0 NOTE: USE TEFLON TAPE ON ALL 8 THREADED CONNECTIONS AI-----------------------8 THRUST BLOCKS ~1----P_O_P_-_U_P_S_P_R_A_Y_H_E_A_D _________ _ V NO SCALE fc"\1----S_P_R_A_Y_H_EA_D_O_N_R_l S_E_R ___________ _ V NO SCALE No SCALE CD FINISH GRADE CD WALKS, CURBS, PAVING OR OTHER CONCRETE IMPROVEMENTS. --------------------. ------· -----------@ ROOT WATERING SYSTEM: (INCLUDES BUBBLER, CHECK VALVE AND GRATE) ®-;i1;~j]Ii . ·--, ,-----·--' i--, I -,---I'--. '--_---'7IT:.=--~:=-I: _ _:__, ,_~_--::-: , ... --~---j'c"i"; .. ,::: ·:c::.·-,,,,-,c, : = ::- 1WJ·~i;~:~{~¾~-1. ~~:!:;{@ ----, --: -' ---: --- --· ,_--:_~, ' --:-:~; ::: i=. ' --- NOTES: @ 4" CLEARANCE TO HARDSCAPE @ INSTALL 3" ABOVE GRADE IN NEWLY PLANTED AREAS. RESET TO GRADE IN SODDED AREAS. C±) FINISH GRADE @ POP-UP ROTOR SPRINKLER W/ FACTORY INSTALLED NON-POTABLE COVER @ PVC SCH. 80 PREFABRICATED 360 DEGREE SWING JOINT ASSEMBLY OR FABRICATE SWING JOINT WITH: (2) STREET ELLS, (1) THREADED ELL, (1) S.I.S. X 12" NIPPLE, AND (1) S.I.S. X 4" NIPPLE (j) PVC SCH. 40 TEE OR ELL @ PVC LATERAL LINE ®sxsxT @ 12" @ 30 -45 DEGREES 1. FLUSH ALL PIPELINES PRIOR TO INSTALLING SPRINKLERS ON SWING JOINT 2. INSTALL ALL THREADED FITTINGS WITH TEFLON TAPE, 1-1/2 TO 2 WRAPS. 3. INSTALL HEADS -UP MARKING FLAG ON EACH ROTOR LID. 4. COMPACT BACKFILL AROUND ROTOR AND SWING JOINT TO 80% OF ORIGINAL DRY DENSITY. 5. PREFABRICATED SWING JOINT TO BE SAME SIZE AS INLET TO ROTOR. 6. USE TEFLON TAPE ON THREADED CONNECTIONS. POP-UP ROTOR 0 f-------------- NO SCALE CD------.-...._~ 2;-----------1----J..1 3 ,---- ------: ,-----' ------ -----, -·· -----. ---. I!-~-:::- 7 -•:::: L i--' --', __ •-----,- -I; -- 10 CD ROTOR HEAD AND NOZZLE W/ FACTORY INSTALLED RECYCLED WATER COVER @ @ HUNTER STAKING KIT W/ PLASTIC STRAP (MODEL NO. 463551) REBAR STAKE (30" LONG MIN.) @) 18" @ ANTI-DRAIN VALVE (WHERE REQUIRED) @ FINISH GRADE Q) PVC SCH. 80 THREADED RISER (LENGTH AS REQUIRED) @ SWING JOINT ASSEMBLY (1 SCH. 80 PVC NIPPLE, 2 MARLEX STREET ELLS, & 1 PVC SCH 80 (TT) ELL ) @ PVC LATERAL LINE (@) PVC TEE OR ELL NOTE: USE ONLY TEFLON TAPE ON ALL THREADED CONNECTIONS ZIP ROTOR ON RISER E 1--------~ NO SCALE ~ -. :\'_ • C ! . , I ,J \ 7 :O" -'9-:..."G ~~li ow 0 o-%0 ., 8-Po 9 O'u_;> q_.p,.~ o"'G'o o-g._,, ,go~ ~o- 6" MIN. 2" MAX. 4 G) CONCRETE CURBS, WALKS, OR OTHER IMPROVEMENTS. NOTES: 1. WRAP ALL THREADS WITH TEFLON TAPE 1-1/2 TO 2 WRAPS MAXIMUM. F TREE BUBBLER 3 ® (?)MAINLINE/ SUB-MAIN FITTING - PVC SCH 80 S XS X 1" MPT OR S X 1" MPT ELL @FINISH GRADE (±) 1 O" ROUND, PURPLE COLORED, RECYCLED WATER VALVE BOX WITH LOCKING LID INSTALL FLUSH TO GRADE, MARK LID "QC" @ 1" IN GROUNDCOVER / SHRUB AREA @ MAINLINE DEPTH \/ARIES (J) BRONZE ?, PIECE QUICK-COUPLING VALVE-I INLET WITH LOCKING NON-POTABLE, RUBBER COVER @ TWO 5 /8" X 1 8" VERTICAL RE-BAR WITH TWO STAINLESS STEEL CLAMPS @PVC SCH 80 NIPPLE 1" X 3" LONG @ 8" DIA. PIPE SLEEVE-KEEP SLEEVE FROM BEARING ON RISER OR PIPE. @3/4" TO 1" CRUSHED ROCK GRAVEL- 12" DEEP 2. COMPACT SOILS AROUND VALVE BOX TO 80% OF ORIGINAL DRY DENSITY. 3. INSTALL HEADS -UP MARKl~IG FLAG ON VALVE BOX LID. CONTRACTOR TO MAINTAIN MARKING UNTIL PROJECT IS COMPLETE. 4. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. 5. QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. (j)PVC SCH. 80 PREFABRICATED 360 DEGREE SWING JOINT ASSEMBLY OR FABRICATE SWING JOINT WITH: (2) STREET ELLS, (1) THREADED ELL, (1) S.I.S. X 12" NIPPLE, AND (1) S.I.S. X 4" NIPPLE QUICK COUPLING VALVE G ~~...:.___:__::__~~-~~ NO SCALE JAMES P. BENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE., SUITE 201 ENCINl-rAS, CA 92024- 760/4 79-0644 FAX 760/4 79-0645 OLIVENHAIN MUNICIPAL WATER DISTRICT RECYCLED WATER SYSTEM APPROVAL APPROVED BY: OMWD DISTRICT ENGINEER RCE DATE JOB NUMBER NO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF' PLANrfING AREAS. DISTRICT APPROVED CHANGES NO. DESCRIPTION APPROVED OATE cnr Of ,,ocEAHsL VICINITY MAP ~ ~ PACIFIC w OCEAN NORIH NOTTO SCALE C ~ ""'•o CITY Of VISTA dJ ITY Of H MARCOS OI.JVDIHJ,f,I CITY Of CARLSBAD 1-,l~C;.;,IT.;.,.Y-icS.;,;UB';;,MccclT,.:.TA,,,L""'""",c-------+----f;;l'-,':2;-f,6 ;;;'-08 DEVELOPERS NAME: ----------~ 1-,2---t-,cC~I T.,..Y -,cR,..,EV,,.IE""w"""c,.,.o_M_M_EN_T_S --------1----t-;;2'-,,J;-.,.Oc,c-19 ADDRESS: 1 DEH SUBMITTAL 2 J 09 3 CITY REVIEW COMMENTS 5 26 09 2 DEH SUBMITTAL 5 26 09 TELEPHONE: 4 PERMIT SET 6/24/09 BY: @ 13 Q) PROPOSED TREE (3) 4-INCH GRATE ® ® 0 ® ® ROOT WATERING SYSTEM: (INCLUDES BUBBLER, CHECK VALVE AND GRATE) BUBBLER FINISH GRADE CHECK VALVE OPTIONAL PEA GRAVEL FOR SANDY SOILS (@) 1/2-INCH PVC SCH 80 NIPPLE @ 1/2-INCH 90-DEGREE ELBOW @ SWING PIPE, 12-INCH SWING ASSEMBLY @) 1/2-INCH MALE NPT INLET @ PVC SCH 40 TEE OR EL @ LATERAL PIPE @ 4-INCH BASKET WEAVE CANISTER WITHIN DRAINAGE SOCK NOTES: 1. LOCATE (2) ROOT WATERING SYSTEMS PER TREE. INSTALL TOP OF GRATE FLUSH WITH FINISH GRADE OF MULCH LAYER. 2. USE TEFLON TAPE ON ALL THREADED CONNECTIONS. Cl) _J -~ w 0 z 0 f- <( ~ -0::: 0::: Ll-7 "AS BU I LT" TITLE DATE REVIEWED BY: INSPECTOR DATE SHEET 8 CITY OF CARLSBAD 20 PLANNING DEPARTMENT PRIVATE (ONSITE) RECLAIMED WATER SYSTEM FOR: SHEETS OLIVENHAIN MUNICIPAL WATER DISTRICT HEADQUARTERS APPROVED PLANNING ORWN BY: CHCKD BY: AC JPB 1966 OUVENHAIN ROAO ENCINITAS, CALIFORNIA 92024 PROJECT NO. CUP02-01 (.,, Z..,, . I :f DATE DRAWING NO. 433-SM SHEET _OF_SHEETS C.M.W.D. JOB NO. ____ _ A n G>--- 0-- \.==-·+· ==-·=='J -- !_':-::. ==i'--t,-::: .. =~· CD PLASTIC BOX W/LOCKING LID (RECTANGULAR), MARK LID PLAN VIEW "ELECTRICAL", INSTALL ® 314 .. 0 GRAVEL FLUSH TO GRADE . @ PVC SCH. 40 CONDUIT ® COMMON BRICK @ 0 IDENTIFICATION TAG; SECURE CORNERS OF BOX TO PULL ROPE (j) FINISH GRADE 0 PULL ROPE (¼"0 POLY- PROPYLENE); PROVIDE 12" SLACK (TYPICAL) WIRE CONNECTION & ELEC. NO SCALE CONNECTOR FOR 11 OVAC WIRES (ALL SPLICES TO BE APPROVED BY CITY PRIOR TO INSTALLATION) INSTALLATION STEPS: 1 . ~ J~s::t;;~ULA TION 5/8" FROM ENDS 2. ~,..--===---:;:, TWIST WIRE NUT UNTIL ENDS OF WIRE REACH BOTTOM. 3. / 3M SCOTCH-LOK #3576 SEALING 4. BAG MIX CONTENTS OF SEALING BAG PER MANUFACTURER. CUT ½" OFF END OF BAG AND INSERT WIRE NUT TO OPPOSITE END. WRAP OPEN END OF SEALING BAG WITH TAPE. LEAVE TAPED END IN RAISED POSITION UNTIL RESIN SETS. PULL BOX ---METER BOX WITH METER SIDEWALK CURB \ I, 24" / -1 / POTABLE SERVICE LINE 12" MINIMUM ~- ----~1~0-·~M~IN~IM~U~M-"--'W~A~T~E~R~l~RR~l~G~A~Tl~O~N~M~A~l~NL~IN~E=---..cW~IT~H.:..__o:S~LE=E~V~E _____ I l RECLAIMED WATER IRRIGATION MAINLINE WITH SLEEVE - 0 POTABLE MAINLINE CROSSING Df---------- No SCALE . t=,,,1-;==~=1========1 n ,-c'J:i'h -----4, :-~:.:::.,_ ;:' __ ,:::' 4 .'--:: ::__ • ,-rt=1 0 © ® ® 0 ® ® @ CD WATERPROOF WIRE CONNECTOR(S) 2' MIN. SPARE WIRE, COILED AND IDENTIFIED AS "CONTROLLER SPARE WIRES" PVC SCH 40 CAP 2" MIN. 10" DIA. ROUND PLASTIC VALVE BOX PVC PRESSURE PIPE BRICK OR CONC. SUPPORTS (MIN. OF FOUR PER BOX) 1 CU. FT MIN. PEA GRAVEL SUMP UNDISTURBED /COMPACTED SUBGRADE 1" ABOVE FINISH GRADE SEE TRENCH DETAIL B/Ll-5 FOR DEPTH ~_P_IP_E_A_N_D_W_IR_E_S_T_U_B_O_U_T ________ ~ V NO SCALE E NO SCALE STREET SURFACE POTABLE 3.5" . ,-MINIMUM REQUIRED VERTICAL SEPARATION ------------12" . RECLAIMED WATER IRRIGATION MAINLINE IN SLEEVE _____ __,,. NOTE: ALL RECLAIMED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE LABELED AS SPECIFIED IN THE "STANDARD SPECIFICATIONS FOF< PRIVATE IRRIGATION SYSTEMS WATER DISTRICT" RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS OCTOBER 1993. POTABLE SERVICE LINE CROSSING NO SCALE AND 5 :--·-· I :. 1 -----' CD CHECK VALVE (1) PVC SCH 40 SxT MALE ADPT. CD PVC LATERAL PIPE (TYP.) (i) FLUSH W/ FINISH GRADE IN TUR~ 2·· IN GROUNDCOVER @ 1 O" DIA. ROUND VAL VE BOX WITH LOCKING LID @ BRICK OR CONCRETE SUPPORTS ON COMPACTED SUBGRADE (THREE PER BOX MIN.) ([) 3" MIN. @ COMPACTED SUBGRADE @ 12" MIN. C0 IN-LINE CHECK VALVE c------NO SCALE 1 >------~~ --~o=,-~ WARNING RECLAIMED WATER 00 NOT DRINK A'liSO..;.AGUA IMPUAA NO TOMAA 0 ' ~ ' ' -4 .. / . ,:, '.: : ·. ., .. ~- . ,· ' / ' ·~ , ' ,. l 8"MIN. } 1 . RECLAIMED WATER CD ATTACH SIGN TO POST USING 1 [" x 2\" ANODIZED LAG BOLTS (2 PER SIGN). DEFORM THREADS TO PREVENT UNAUTHORIZED REMOVAL @ RECYCLED WATER "DO NOT DRINK" SIGN, SEE SHEET T-2 FOR DETAIL 4" x 4" PRESSURE TREATED WOOD POST SET IN CONCRTE. FINISHED GRADE SET POST IN 1 C.F. OF CONCRETE (TROWEL FINISH IF EXPOSED, SLOPE TOP OF FOOTING TO DRAIN . NOTES: 1. HEIGHT ABOVE GRADE: 42" MAX. TO TOP OF SIGN. 2. VERIFY EXACT LOCATION AND MOUNTING HEIGHT WITH WATER DISTRICT REPRESENTIVE. 3. MOUNT TO ADJACENT FENCE OR WALL WITH APPROVED SYSTEM IF ADJACENT SURFACE IS NOT AVAILABLE OR ACCEPTABLE. "DO NOT DRINK" SIGN 0f--M_O_U_N_T_I N_G_D_E_T_A_I L ___________ _ V NO SCALE OLIVENHAIN MUNICIPAL WATER DISTRICT RECYCLED WATER SYSTEM APPROVAL APPROVED BY: OMWD DISTRICT ENGINEER Cf) ....J -<( 1-w 0 z 0 f- <( (9 -0::: 0::: RCE DATE JOB NUMBER Ll~S JAMES P. BENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE., SUITE 201 ENCINI-IAS, CA 92024- 760/479-0644 FAX 760/479-0645 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCA1'ION OF' PLANTING AREAS. DISTRICT APPROVED CHANGES NO. DESCRIPTION APPROVED DATE 1.£.'JCJ.Dl.' t1Lw1 I ~~ NOR'rH CU\o£NHAr-! mr---1 '- NOT TO SCALE CITY Of CARLSBAD ~l +C,c:ITcccY-,,S~UB""'M~IT-'oTA~L==------+-----l''c'-,1 2~6~08! DEVELOPERS NAME: _________ _ 1---2 +.C=IT~Y~R=EVl=E=W=C~OM_M_E_NT_S _____ -+----+222--3 OC'-19 ADDRESS: 1 DEH SUBMITTAL 2 3 09 3 CITY REVIEW COMMENTS 5 26 09 "AS BU IL T" TITLE DATE REVIEWED BY: INSPECTOR DATE SHEET 9 CITY OF CARLSBAD 20 PLANNING DEPARTMENT SHEETS PRIVATE (ONSITE) F,ECLAIMED WATER SYSTEM FOR: OLIVENHAIN MUNICIPAL WATER DISTRICT HEADQUARTERS APPROVED I 966 OLIVENHPJN ROAD ENCINITAS, CALIFORNIA 92024 ,~\ 4, /:jt-4t c.,. Ze>.1+ 1-1-!2 l□~EB]H ~StUB~MIIT==TA:=:L===============t=====jt5 ~26~0fil9 _______ _'.T_='.EL:::E:'.PH:'..':O'.::'.N'.:E: __ ::-::-::-::-::-::-::-::-::-::-:.1---------1 4 PERMIT SET 6/24/09 6 AS-BUILT 1,.,z....1-\' <1t:.-2 19/14 DATE PLAN PREPARED:--------- PLANNING DATE DRWN BY: AC PROJECT NO. DRAWING NO. 1----i=~~-------""'-'"'-'-'_c___l---=---1=-=-c.:.i BY: CHCKD BY: JPB CUP02-01 4JJ-5M SHEET _OF_SHEETS C.M.W.D. JOB NO. A D 9 ® G ----DIFFUSER BUG CAP: RAIN BIRD DBC-025 (TYPICAL) -----1/4-INCH TUBING STAKE: RAIN BIRD TS-025 (1 OF 2) 1/4-INCH TUBING: POLYETHYLENE DISTRIBUTION TUBING (RAIN BIRD PT-025) OR VINYL DISTRIBUTION TUBING (RAIN BIRD DT-025) (TYPICAL) '-----PVC LATERAL PIPE '------PVC SCH 40 TEE OR ELL ~----3-INCH MIN. DEPTH OF 3/4-INCH WASHED GRAVEL INSIDE VIEW OF XERI-BIRD NOTES: 1. COIL ADDITIONAL 9-INCHES OF TUBING IN VALVE BOX TO FACILITATE MAINTENANCE. 2. INSTALL ALL THREADED FITTINGS WITH TEFLON TAPE, 1-1 /2 TO 2 WRAPS. 3. DRIP EMISSION POINTS FEEDING WATER TO NEW PLANTS SHOULD BE LOCATED MIDWAY BETWEEN THE EDGE OF THE ROOTBALL AND THE BASE OF THE PLANT. 4. RELOCATE THE ROOTBALL EMISSION POINTS AWAY FROM PLANTS AS THEY MATURE. XERI-BIRD WITH PC EMITTERS IN VALVE BOX NO SCALE 1 >--~ J1L Et _[ 1' ' -----' : ' 3 FINISHED GRADE VALVE BOX (SEE SPECS.) SEE SPECS. LINE FLUSHING VALVE (MODEL #TLSOV) TECHLINE CV 17mm TUBING BRICK SUPPORTS (THREE) 3/4" GRAVEL SUMP (1 CUBIC FOOT) MANUAL LINE FLUSHING VALVE TLSOV PLUMBED TO TUBING SECTION -NO SCALE GJ 5 0 6 CD @ @ G) ® ® 0 ® ® @ G) © © GJ @ ANTI-SYPHON VALVE ASSEMBLY FLOW CONTROL HANDLE PVC SCH 80 THD'D NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 ELL (SxT) PVC PRESSURE PIPE PVC NON-PRESSURE PIPE HEIGHT TO BE 6" ABOVE HIGHEST OUTLET ON SYSTEM SEE TRENCH DETAIL P /- WALL, FENCE, WALK, ETC. FINISH GRADE COMPACTED SUBGRADE GAL V. STEEL TIE, PUNCH LOK, ETC. #4 REBAR SUPPORT, LENGTH AS REQUIRED, 36 MIN. 12" MIN. FROM WALL, FENCE, ETC. CONTROL WIRE W/ 24" EXPANSION LOOP, COILED, AND TAPED TO PIPE. USE WATERPROOF CONNECTORS ON ALL WIRE SPLICES. ANTI-SIPHON REMOTE CONTROL VALVE NO SCALE NO SCALE j G) PRESURE PIPE @ REMOTE CONTROL VALVE X @ NON-PRESURE PIPE ~ MUL Tl-OUTLET EMISSION DEVICE X ENCLOSED IN BOX. 6 (ONE DEi/iCE PER TREE) ® DISTRIBUTION TUBING ® BUG CAP / DIFFUSER DEVICE 6 FOR TREES (15 GAL) AND 3 FOR SHRUBS (5 GAL) SHRUB TO BE IRRIGATED: F"-... " I I I I I I. CD @ I ·1 G) 1-® @ G) ® REMOTE CONTROL VALVE WITH DISC FILTER AND PRY PVC OR POLY SUPPLY HEADER TECHLINE START CONNECTION MALE ADAPTER TECHLINE CV TUBING AREA PERIMETER 0 INSTALL 2-1 GPH EMITTERS PER SHRUB I I I I I ® ~ ___ .J NOTES: 1. REFER TO DETAIL 3 FOR EMISSION POINT LOCATION 2. TREES SHALL RECIEVE 3 EMISSION POl~ITS INITIALLY, TO BE ADJUSTED AS NECESSARY. B MUL Tl-OUTLET EMISSION DEVICE NO SCALE rr NOTE: 1. STAGGER DRIPTUBING OUTLET BETWEEN ROWS 2. INSTALL PERIMETER TUBING 1' FROM HARDSCAPE EDGE AND 6" FROM SOFTSCAPE EDGE. 3. USE TEFLON TAPE ON ALL THREADED CON~IECTIONS AND PVC SOLVENT CEMENT ON ALL COMPRESSION ADAPTERS Ct> ® MANUAL DRIP END FLUSH VALVE, SEE DETAIL "D", THIS SHEET DRIP CONTROL ZONE KIT, SEE LEGEND (LOW FLOW ZONE KIT) PVC NON-PRESSURE SUPPLY MANIFOLD PVC SCH 40 TEE (SxSxS)/ ELL (SxS) WITH CA COMPRESSION ADAPTER SPACl~IG 18" MAX. DRIP TUBING (STRICTLY PARALLEL AT ALL TIMES) INSTALL ON GRADE WITH 2" LA YER OF MULCH COVER BLANK TUBING DRIP TUBING OUTLET (TYP. SYM.) E EMITTERLINE TUBING SPACING & LAYOUT NO SCALE ', I 2 I I I. =~ .--~ L__: •'_' ~@== ._· 3 7 0 PERIMETER LATERALS 2" TO 4" FROM EDGE MANUAL LINE FLUSHING VALVE PLUMBED TO PVC OR POLY MANUAL LINE FLUSHING VALVE PLUMBED TO PVC OR POLY 0----'T-=E'-=-C-'-'-H =.:L 1-'---'N-=E_C-=--V_:_________c::E::_:__N-=D____:_F=.:E E=-=D:_____:L:..:_A:_:_Y:_=:_0----=-U----=-T ______ _ V NO SCALE C CD @ @ G) ® ® 0 ® ® @ CD FINISH GRADE 2" MINIMUM SEE SPECS. FOR DEPTH ELBOW/TEE DRIPLINE TUBING BLANK TUBING CA COMPRESSION ADAPTER PVC NON-PRESSURE LINE APPROVED COMPACTED BACKFILL FREE OF DEBRIS, ROCK, ETC. MULCH NOTE: COMPRESSION FITTINGS ONLY ARE TO BE USED WITH DRIPLINE CONNECTIONS. MANIFOLD CONNECTION PVC TO ELBOW OR TEE NO SCALE OLIVENHAIN MUNICIPAL WATER DISTRICT RECYCLED WATER SYSTEM APPROVAL APPROVED BY: OMWD DISTRICT ENGINEER RCE DATE JOB NUMBER Cl) _J -i:: w 0 z 0 I- <( (9 -0:: 0:: Ll-9 JAMES P. BENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE., SUITE 201 ENCINJ-rAS. c..a... 9.2024- 760/4 79-0644 FAX 760/4 79-0645 APPROVED FOR PLANTING AND IRRIGArfION ONLY, INCLUDING PRECISE LOCAT'ION OF PLANTING AREAS. DISTRICT APPROVED CHANGES NO. DESCRIPTION APPROVED DA TE CITY or OCEANSIOE ,, ~ PACIFIC w OCEAN NOH TH NOTTO SCALE VICINITY MAP r CITY Of SAM WARCOS CU,,...JIHAI-I CITY Of' CARLSBAD 1-1 +C'-olT~Y-'cSU=B=Ml=TT~AL~=~-----1-------+-'1~2+6 O-'-'l8 DEVELOPERS NAME: _________ _ i-=-2 +C:c..:IT~Y c..--RE-'ccV,....IEW~COc..:.M:_M.:::.EN'-TS _____ -1-__ --4-=1,;:.3,;:.0.:-i9 ADDRESS: I DEH SUBMITTAL 2 3 09 J CITY REVIEW COMMENTS 5 26 09 1-2 +D=EH~SU~B=Ml~TT_AL _______ -l-------+-'5,.,c1+6 ~09 TELEPHONE: 4 PERMIT SET 6/24/09 ----- 1-'-6 +A-=s""-s"--'u-"IL T=------(.,-.--Z.,,---,~--l--~-.__---4-=21.,"19+1:'..'14 DA TE PLAN PREPARED: -------- BY: "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE SHEET 10 CITY OF CARLSBAD 20 PLANNING DEPARTMENT SHEETS PRIVATE (ONSITE) RECLAIMED WATER SYSTEM FOR: OLIVENHAIN MUNICIPAL WATER DISTRICT HEADQUARTERS APPROVED PLANNING DRWN BY, CHCKD BY: 1966 OLIVENHPJN ROAD ENCINITAS, CALIFORNL>\ 92024 rt-,' ~- AC PROJECT NO. JPB CUP02-01 (, . 2a . I "t DATE DRAWING NO. 4JJ-5M SHEET_OF_SHEETS C.M.W.D. JOB NO. NORTH FENCING AND GATE LEGEND SYMBOL -•-•-•-•-•-•-•- -,-IV~.- -•-•-•-•- _,JL,_ _,, __ x,--xx--xx-- EXISTING FENCE DESCRIPTION MONTAGE PLUS GENESIS FE~ICE BY AMERISTAR FENCES. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. COLOR: BLACK MONTAGE PLUS SWING GENESIS DOUBLE GATE BY AMERISTAR FENCES. PART NUMBER: 1 WGB370-96 INSTALL PER MANUFACTURER'S RECOMMENDATIONS. COLOR: BLACK PASSPORT INDUSTRIAL CLASSIC ROLL GATE W/ OPERATOR BY AMERISTAR FENCES. PART NUMBER: 60-410-0303-1 GATE SHALL MATCH MONTAGE PLUS GENISIS FENCE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. COLOR: BLACK MONTAGE PLUS SWING GENESIS GATE BY AMERISTAR FENCES. INSTALL PER MA~IUFACTURER'S COLOR: BLACK EXISTING CHAINLINK FENCE FENCE (SEE LEGEND THIS SHEET) ·------- DRIVE GATE RECOMMENDATIONS. PROPERTY LINE (SEE LEGEND THIS SHEET) EXISTING FENCE (SEE LEGEND THIS SHEET) (SEE LEGEND THIS SHEET) 0 20 SCALE: 40 1"=40' 80 120 DETAIL @ @ @ @ FENCE FOLLOWS TOP OF SLQPE -·• (SEE LEGEND THIS SHEET) FENCE END POST ___ ,,_. ----~/ ' . . ( / -o~,.-,-. .c <-·--• -•--- ASPHALT EDGE CONDITION 'A' G LC-4 . , ._,,,.,,. -I ~ ,., . ·-, --------! • ' -_,__.-,, •. --. =:_·.:::·. - A LC-5 ~ --\ - I . _-. ' \ / , ~~.'.".', " •. \ ' ·, . / / / R__EPLACE EXISTING FENCE (SEE LEC?_END THIS SHEET) -- REPLACE EXISTING GATE (SEE LEGEND THISSHEE'T) --· xx-- .. , ~--.,,, 1.PEDESTRIAN (SEE LEGEND AT THIS SHEET) .-DRIVE GATE (SEE LEGEND THIS SHEET) · FENCE, TIE INTO EXISTING -'--------,-- \ I . ASPHALT EDGE CONDITION 'B' B LC-5 FENCE END POST EXISTING 4' HIGH BLOCK RETAINING WALL AT BACK OF SIDEWALK z <( _J Q_ C) z u z w LL w Q_ <( u U) 0 z <( _J LC-1 JAMES P. BENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE., SUITE 201 ENCINITAS, CA 92024- 760/479-0644 FAX 760/479-0645 DISTRICT APPROVED CHANGES APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 1-N.o--t-. =,--;,;--==-c.~D~ES~C~R_IP~Tl~ON ____ -+-A-"-P-'---PR"-'O~V-"-ED"-+.DC,,A-'c'TicclE DEVELOPERS NAME: __________ _ f----,c1 --t-C"'IT.,.Y"S"'U"°BM"'l~TT=AL~=~-----+------+-1~2::_i,6 .c.:.i08 ADDRESS: "AS BUILT" TITLE DATE REVIEWED BY: INSPECTOR DATE SHEET 1 1 CITY OF CARLSBAD PLANNING DEPARTMENT PRIVATE (ONSITE) RECLAIMED WATER SYSTEM FOR: 20 SHEETS OLIVENHAIN MUNICIPAL WATER DISTRICT HEADQUARTERS 1966 OUVENH~N ROAD ENCINITAS. CALIFORNIA 92024 2 CITY REV1EW COMMENTS 2 J 09 1 DEH SUBMITTAL 2 J 09 /1'.;:,i /,a. ~-1-\- APPROVED 3 CITY REVIEW COMMENTS 5 26 09 TELEPHONE: PLANNING DATE f----,c2--j-D;;-,E"'H--,S"'UBn,M'"ITc;cTA"L--------+------+-5'--2cc6 dogJ.--_______ :.::::::::...:..:.=~=====::...tcDR::,;WN:c-:,:BY7, __ A_B_C----,--PR_O_J-EC_T_N_O __ --r---D-R-AW-1-NG_N_O_-j 4 PERMIT SET 6 24 09 DATE PLAN PREPARED: ________ _ f----,c6 --t-A-,-,Sc'--"'"BU"'IL-c,T~-----c:.,---~---1-\--+-n--i-:-2'-.=19'"'1::::J{ BY: CHCKD sv, JPB CUP O 2-01 433-SM SHEET_Of_SHEETS C.M.W.D. JOB NO. ____ _ GA TE AND FENCING LEGEND SYMBOL X NORTH X __jl_ 0 5 SCALE: ' 10 1"=10' DESCRIPTION MONTAGE PLUS GENESIS FENCE BY AMERISTAR FENCES. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. COLOR: BLACK MONTAGE PLUS SWING GENESIS GATE BY AMERISTAR FENCES. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. FIELD VERIFY HEIGHT TO ALIGN WITH TOP OF ADJACENT FENCE COLOR: BLACK FENCE (SEE LEGEND THIS SHEET) PEDESTRIAN GA TE (SEE LEGEND THIS SHEET) EXISTING PLANTER FENCE EXISTING RETAINING WALL EXISTING LIGHT STANDARD EXISTING BUILDING EXISTING PLANTERS DETAIL @ (cH~ KEY MAP 20 30 ··. -,-·-. .;-·( .. , ' )<'!./ > ./ / .(, ··v· . ">,;. , . '· ) \ . \' . •, >. . .\ . '-,,\ __ \ . ., . ( ',< . :, DRAIN INLET EXTEND EXISTING PLANTER EXISTING PLANTERS N.T.S. i I I I I I EXISTING BUILDING 0 w m 2 w Q:'. 1--- U) LL 0 0 z w · =:::--:::::::c:-~. ffi 2-19-14 NOTE: DEMONSTRATION GARDEN REMOVAL 46' -3"· ' SIDEWALK PLANTING AREA (WHERE OCCURS PER PLAN) WIDTH A ~-EXISTING CONCRETE AND BLOCK WALL WITH METAL GUARDRAIL SECTION A-A' EXISTING WALL SKETCH NOTE: EXISTING WALL BUil T AS PART OF OLIVENHAIN ROAD WIDENING PROJECT. NOT PART OF THIS PROJECT. EXISTING FENCE FENCE (SEE SHEET LC-1) EXISTING AIR CONDITIONING UNIT (TYP.) z <( __J C DRY STREAMBED LC-4 NOTE: a.. \ \ \ \ \ \ ! INDICATES I DIRECTION OF FLOW z 0 -l-o :::> 0:: 1- (f) z 0 0 w a.. <( 0 (f) 0 z <( __J LC-2 JAMES P. BENEDETTI LANDSCAPE ARCHITECT APPROVED FOR PLANTING AND IRRIGATION ONLY ' INCLUDING PRECISE LOCATION OF PLANrfING "AS BUILT" TITLE DATE REVIEWED BY: INSPECTOR DATE SHEET 12 CITY OF CARLSBAD 20 PLANNING DEPARTMENT SHEETS 4403 MANCHESTER AVE., SUITE 201 ENCINITAS. CA 92024- 760/479-0644 FAX 760/479-0645 AREAS. PRIVATE (ONSITE) RECLAIMED WATER SYSTEM FOR: ~;;======QJDl~ST~R~IC~T~A~P~PR~o~vEnD[c§H~A;B:NiGEis=~=======~r---------------J OLIVEN HAIN MUNICIPAL WATER f-N1oi,. "fTVCc,joillrr,i_.,D-=-Es"'c"'-R"-IP-"-TIo'='N.,___ ___ +A'>::.P'::!PR"o0.VE"'D!_J_LDJt,A~TESJ DEVELOPERS NAME: DISTRICT HE ADQ U ARTE RS 1 1 CITY SUBMITTAL -----------1966 OUVENHi'JN ROAD ~~2~~c;1 T;Y !R~EVl~E~w:cio~M~M;'.EN:T~S ===========j=======~;~i~\:f_~8 ADDRESS: "°""";;;,,:;:;-------;E;-;NC_1N_ITAS_,_c_AL_1r_oR_N_1A _9_2_02_4 _____ ---1 1 DEH SUBMITTAL 1 J 09 APPROVED /~~, ( \ il- J CITY REVIEW COMMENTS 5 16 09 ~-4, t/\_.:;~ G;:,•4.1--\: ~~2~~D~EH~~SU~B~M~IT~TA~L~~~~~===========j=======~5~26~iosh-:-::--:---:-~-=----_:T~E~LE:_F'.P!.:_H~ON'l_:E::.:-======1P;;;;L:.;-ANRNY.IN_G_--;-;::-;:---,---,,-,---~--.::'..DA:_T'..'.:E:...__J t-i4ft:PE~RjMif'ilT;fSi,=E.!...T _________ -J-_ __ _J_ii,61J:.144LIJ9J09 DATE PLAN PREPARED:__________ DRlltl BY: ABC PROJECT NO. DRAWING NO. 6 AS-BUILT ..,, ,\ ~ 119 14 BY: CHCKD BY: JPS CUP02-01 433-5M SHEET_OF_SHEETS C.M.W.D. JOB NO. ____ ~ 1' ,,., • <D < 2-1 TOP OF HANDRAI z :s CL 0::: w ..-.. CL X (/) <( w::::;; -'--' 0::: • <( CX) > ,,., I-I (.!) w I B • 1 - z ~::::;; I ~ <" ~ ~ ~ ~ ~ ~ -~ /, . 3" o.c. 2" CLR. POST / HANDRAIL OMIT SCALE: 1 1 /2" = 1'-o• 3" 14" (MIN.) 2' -6" < 3' -o" STAIR NOSING DETAIL (TYPICAL) -1/2" t~-E~~~~l~~I£~~-~~-~+--~< 4 I 5 < 7" 1'-6" 1' (';\ EXTIEND HANDRAIL AS REQ'D V (REFER TO PLANS) STIEEL HANDRAIL lg\ PROVIDE SMOOTH CONTINUOUS 'v RADIUS -MEET ENDS TRUE (":;\ 2" SQ. X 1/4 GALV. TUBE STEEL AND FLUSH V POST WITH 1 /8" ( DIUS EDGES @ FINISHED GRADE 0 5/8" THK. X 1-1/2" WIDE 9 RETURN HANDRAIL B~HIND LAST POST CURVED BRACKET (GALV.) \.'..Y (AT TOP OR BOTTOM AS REQUIRED IA\ 3/8" THK X 5" LONG X 1 1/2" MAINTAIN RETURN A SAME ANGLE V WIDE (GAL.V) ELEVATION AS INTIERIOR RAIL · (N T BOTTOM, RAIL EXTENDS 17\ GRIND SMOOTH AND RADIUS APPRO . " EYOND LAST POST VALL EDGES (1/8" MIN.) AND WILL R A CHANGE OF ~ END CAP (FLUSH) DIRECTION IN TH !CAL PLANE V TO MIMIC INTERIOR R 0 MEET EDGES TRUE AND FLUSH @ WALL (AT BOTTOM OF STAIR (GRIND SMOOTH AS REQ'D) • 0 I ,,., • <D I . ~ &2-19-14 4' -6" 3'-0" CLEAR w 0 V) z 8" TYP • " . 2 . i ' 2" CLR. ' MIN. -f ·-(TYP) . . • • ., 6 v. TYP CROSS SECTION 0 0 0 0 0 0 0 0 SCALE: 3/4" = 1'-o" CRETE STAIRS W/ HEAVY BROOM TREADS -PERPENDICULAR TO VEL CMU CHEEKWALL CCO FINISH TO MATCH EXISTING D BUILDINGS 1-1 /2" DIA. GALV. STIEEL PIP PROVIDE SMOOTH AND CONTINUOUS RADIU AS REQU'D (TYP ALL PIPE BENDS) 2" X 2" X 1/4" THICK GALV. TUBE STIEEL POST EXISTING PAVING DOWIELED EXPANSION JOINT #4 REBAR AT 14" O.C. MAX. (PARALLEL TO TREADS #4 REBAR AT 12" O.C. MAX. (PERPENDICULAR TO TREADS / TOP TO BOTTOM) w 0 V) z 3" CLEA (TYP) &2-19-14 @ @ @ @ @ @) @ ® @ @ @) ® @ NOTE:: DEMONSTRATION GARDEN REMOVED CONCRETE FOOTING (WHERE OCCURS) COMPACTIED SUBGRADE SLOPE TREAD TO DRAIN (2% MAX.) 3" WIDE BAND OF 1 /8" WIDE X 1 / 4" DEEP SCORELINES PER TREAD 1 /2" RADIUS ON ALL CORNERS (TYP) THICKENED CONC. EDGE (TYP) 3" DIA. X 10" DEEP CORE DRILLED HOLE FOR HANDRAIL POST -CENTER IN TREAD SET HANDRAIL POST IN NON-SHRINK GROUT, CENTER IN HOLE AND SET PLUMB STIEPPING STONE PATH POST / HANDRAIL DETAIL #3 REBAR, CONTINUOUS - 12" OVERLAP SPLICES #3 REBAR VERTICAL AT 18" O.C. EXPANSION JOINT (J) _J -~ w 0 w 0.. <r: 0 (J) 0 z <r: _J NOTE:: DEMONSTRATION GARDEN REMOVED SECTION JAMES P. BENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE., SUITE 201 ENCINITAS, CA 92024- 760/4 79-0644 FAX 760/4 79-0645 ~ ✓ ~,sDSCAp 'p(NED ~- DISIBICT APPROVED CHANGES APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. NO. DESCRIPTION APPROVED DA TE DEVELOPERS NAME: ________ _ OTY SUBMITTAL 1 ADDRESS: LC-3 "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE SHEET 13 CITY OF CARLSBAD 20 PLANNING DEPARTMENT SHEElS PRIVATE (ONSITE) RECLAIMED WATER SYSTEM FOR: OLIVENHAIN MUNICIPAL WATER DISTRICT HEADQUARTERS 1VIHI OlNENIWN R<W> ENCINITAS, CIIJF1lRNIA 92024 2 OTY REVIEW COMMENTS 2 O'J -----------APPROVED /.b _ 1, 1 DEH SUBMITTAL 2 3 09 1~--.!.._1-'--"~"-'C.:::s.J~:::LQ.;£LL_ l,-~ -1± DATE OTY REVIEW COMMENTS 5 26 09 TELEPHONE: PLANNING 2 DEH SUBMITT 5 26 09 ORVIN BY: 4 PERMIT SET 6 24 09 DATE PLAN PREPARED: _______ _ 6 AS-BUILT ~. i.:, _ ,--\ n~ 2 9 4 BY: CHCKD BY: ABC JPB PROJECT NO. DRAWING NO. CUP02-01 433-5M SHEET _Of'_SHEETS C.M. W.D. JOB NO. A FINl&l-l GRADE 60ULDER 6Y KRC COLOR: LOCAL NIC I. AFFf-!OXIMA ILLUSTRATED PE LOCATION A5 . 2. PLACE FLATTEST, WI SIDE OF Tl-IE 60\.ILDER PLACE AF XIMATELY ONe-TI-IIRD (1/3) OF BELOl--,I FINISI-IED GRAD . BOULD ELOW FINISHED GRADE ~~ FACTED 61.JEGRADE TO 12' DEEP (6 OW 60ULDER ONLY) 3. POWER WASH EACH 60ULD AFTER SETTING IN PLACE TO AND DE6RIS. REQUIRED ALL DIRT BOULDER IN LANDSCAPE rNIC)-Lfi2-19-14 \ NOTE: DEMONSTRATION GARDEN REMOVED NO SCALE SECTION PLAN STEPPING STONE PATH (NIC) NO SCALE f,\ FLAGSTONE '\.:__) SY KRC ROC COLOR, C 6f-!OWN ~SECTION 0 ~~ SED GRANITE MULCH -,,-, IN JOINTS BTWN. FLAGSTONE. JOINTS (2' MIN.-6' MAX.J LCH BY KRC ROCK COLOR: CALIFORNIA GOLD 0 I' HIN. SAND LEVELING COURSE G GROUNDCOVER PLANTED IN POCKETS, SEE NOTE 0 COMPACTED SUEGRADE NIC NOTE: CONTRACTO OF TH'YMUS SE OFVERSENA F'E ALL PLANT (IJ FLAT LUM AND (IJFLAT A RANDOMLY TONE&. IN POCKETS BETWE ffi2-19-14 NOTE: DEMONSTRATION GARDEN REMOVED PLAN/SECTION NOTES: 6ENCI-I e,y L MOD!:L: CAFE FORMS Of-!OUGH SACKED HORIZONTAL STRAP SESAT SCAPE FOr:a-15 EIENCH 61 CE MOUNT FER LIFACTURER'S RECOMMENDATIONS. CONCRETE FOOTING V (:'\ 5 \V STON COLOR: V ~ 19-14 NOTE DEMONSTRATION GAR LAY STEPP CONCRETE FO 0 •4 REBAR ® COMPACTED SUEIGRAD . ffi2-19-14 -8-Er1_c_R~ATTA c-Rlv1 Et1T-(r1-1-c-) NO/£: DtMONSTRATION-GARDEN-REMOVED-- 8 . 1' -' -" ______ __,, ---------------~-SECTION 2"HC 2" LC 2 2" SCALE: 1 /2" = 1 '-0" 5 NOTE, 2'HC PROVIDE GATE WITH BRACKET FOR RJTURE INSTALLATION OF 4 MAGNETIC LATCH (FART OF A SEPARATE PROJECT). GATE NILL NE:ED TO ee MODIFIED TO ACCOMMODATE LATCH AND BRACKET PRIOR TO COATING. COORDINATE WITI-I OWNER ON BRACKET LOCATION AND SIZE. INCLUDE AL.L COSTS FOR 3 COORDINATION AND FASRICATION IN 5 CONTRACTOR'S BID. Q) l¾"J2Jx 14 ga GATE END (V RIBBED CHANNEL ltAn, l}\o" X l)S" X 14 g-a. (D ¾'0x 16 ga. PICKET @ 4"0x l2ga,POST (D GATE l!AIU)W /uU!: SOXDX . ' ' H 0 COBBLE BY KRC ROCK (2 COURSES MIN.) $0% BUFF BEACH PEBBLE 3" -4" 25% ARIZONA RIVER ROCK 6" -8" 25% RED BEACH PEBBLE 1"-2" WIDTH VARIES 0 GRAVEL SUMP REFER TO PLAN 0 FILTER FABRIC LINER 0 COMPACTED SUBGRADE 0 FINISH GRADE -, 7 2"LC -I 49½• ~ 2•Ht ~n -·· -I I -· " I 0) 4 I= , 4• 64 -0 I ~-r·-. II II :I I! 11 . J ~" l I /' [/ I ,' I .. 72• i ' I I I I i /J) ! ' ' ... ' I -o a n -r-u u u u u 2· JI!Jrr '. ' ~i T = -11 rill ml njf(rr;--- • Cl'.) I N SECTION -~OTE: ~~~v~\ui~T~N;~l~L~~~~~TF ~AGNETIC LATCH (PART OF A (fJ \3EPARATE PROJECT). GATE WILL _J NEED TO BE MODIFIED TO - ~CCOMMODATE LATCH AND <( \3RACKET PRIOR TO COATING. f- ~OORDINA TE WITH OWNER ON W \3RACKET LOCATION AND SIZE. 0 INCLUDE ALL COSTS FOR COORDINATION AND FABRICATION Z 1=;. I I· J.!ij,J !j!i! 11111 11111 i' "!· • 1- I i ''::. ":_ ,,., '-cj "( l .. u.. ,J_. I1N CONTRACTOR'S BID. Q JL•· I ~ . ~ MONTAGE-PLJJS.SWIN.G-G~NESIS GATE ~ OR EQUAL . OLL GATE PICKET SHALL MATCH CEl-----q;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;~~~;;;,;;~~~~~9;;;;;;~~;_;;;~~;;;;_;;;;;;;;;;;:~~~;;;;i;:1--STYLE OF MONTAGE PLUS PANEL GENESIS z 0 u w 0.. <( F'S! F (s) EXlSTlNG WALL 1-----!,;!,L-(r;\-"""·''""'-"''"l'(-"'JS,._'T ____ )61!,~• -------------! 72" ---t;::: PICKET. 2. AUTOMATIC GATE OPERATORS WILL BE PROVIDED AT A FUTURE DATE (NOT PART OF THIS PROJECT). ENSURE ROLL GATE IS EQUIPPED WITH NECESSARY BRACKETS FOR FUTURE INSTALLATION OF ROLLING GATE OPERATOR. _ Q) 2W li'I • I 6g._ POST @ RlllUUD CIIANNl:L RAil I½" x 1)1••, l◄IJ"· Q) ¼" J1! • l6ga PICKI!T : @ DXlll l!ND DRACIUTI . (D EXISTINGWALL , @ ENDPOST. I " 2 I 72" I p . 36" PANEl BRACKET OPUOl',S POST TO POST tel+ I§ BXll4 LU,,'E BRACKllT •9~•,i,,s• @J DXl 11 FL,\T MOUNT nRACKF.T "JSY,"± ~-"l~"' •g6•* }I" 3" ao BX! 13 SWIVEL BRACKET•• '97'-H • 11',' •971<".:t 'h.. 3• I I / 2 2 2 "" 1-~ n n n n n n n n n n n n n n n n n n n ~ n II II II II II II II II II II II II II II II II II II II II II I I I I I I I I I I I . . ' -~ ., . u· . : ·~ 4·.' ' ..... : .: / / / ~ ~ / LI LI LI LI LI LI LI LI LI LI LI LI LI LI LI LI LI LI LI LI :I I·1::::T-I I! I 111=1 I =i 1I=I I I=! 11= I • 1=-=:1 1='==111 __ :I I 1-111--111 I 11 --! I I=--11 I~ ·~ -111--1 i-111--1 I 1-11 -1 I,--, 11-1111 : =.::: 1=--=~ =--:..~ ::.:.=: 1== ! 1-=-=--:i =-= =~-·: 1·--1 1--111-i i ' --, • ,---, I 1 --, 11-·' ' ,_ ----------, 1-·· ___ , , I- ,---1 ----I --! ----1 I 1--.-111--1 ' ''1-111---·1 ,, .. ------11.Xo" ,. ~ ------· ··- JAMES P. BENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE., SUITE 201 ENCINITAS, CA 92024 760/479-0644 FAX 760/479-0645 •"NflTllj Wb=i \IUIII lwml l!lldcffl CO cllJscrcr blllb cudf of• poncl isuW!at!on. taro mlllt be~ ID""'""' lhe'J"C'ins bet,._ i-ml .Sjobm,gpldcmm,m 19Pilo:1blocod<a, l'balllll)'n,qulr< lllmmlajj-crboch ....,.or11io J"IIUOI • """'1"1. DISTRICT APPROVED CHANGES -------------------- APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. •PM:!J!L RACJINO• Drawmg,ha,..f=puu,!at lcwl .,_,dakv411au: fi,r imlalllno<lt""" tm<t be,_ lo rou-lloJ>in8 ~ lllel)Ollf!IICn. «Ii@ 111h1q Jh01111musl ho. mcaswal "'1aalhl:ll!llde. NO. DESCRIPTION APPROVED DATE DEVELOPERS NAME: ________ _ 1 CITY SUBMITTAL 1 26 08 ADDRESS: 2 CITY REVIEW COMMENTS 2 3 09 ----------- 1 DEH SUBMITTAL 2 3 09 PASSPORT INDUSTRIAL CLASSIC ROLL GATE (OR EQUAL) G MONTAGE PLUS PANEL GENESIS (OR EQUAL) 3 CITY REVIEW COMMENTS 5 26 09 2 DEH SUBMITTAL 5 26 09 4 PERMIT SET 6 24 09 DATE PLAN PREPARED: TELEPHONE: SCALE: 1 /2" = 1 '-0" SCALE: 1 /2" = 1 '-0" 6 AS-BUILT 0-U>-i v..t_ 2 19 14 BY: "AS BUil T" TITLE REVIEWED BY: INSPECTOR u (f) 0 z <( _J LC-4 DATE DATE SHEET 14 CITY OF CARLSBAD 20 PLANNING DEPARTMENT PRIVATE (ONSITE) RECLAIMED WATER SYSTEM FOR: SHEETS OLIVENHAIN MUNICIPAL WATER DISTRICT HEADQUARTERS APPROVED PLANNING DR'MN BY: CHCKD BY: 1966 OUVENHAIN ROAD ENCINITAS, CAf.lFORNV-92024 jt__:_}\ &,~l.:;'.Jt ABC PROJECT NO. JPB CUP02-01 (,, . z.,, . I --\' DATE DRAWING NO. 433-5M SHEET _OF_SHEETS C.M.W.D. JOB NO. 1 \ ' SECTION BOTTOM OF SLOPE, FIELD VERIFY 4 f--~ .,,. 1'-0" MIN. ' 0 ', - 5 ' , CONDITION A 3 \------.I-- 0 0 0 0 0 0 ASPHALT CONCRETE CURB REFER TO SDRSD G-5, TYPE A EXISTING ASPHALT TO BE SAWCUT AND REMOVED. WIDTH VARIES. FIELD VERIFY. REFER TO SHT. LP-2 FOR PLANTING. EXISTING FENCE PLANTING ON SLOPE. SHT. LP-2 FLOWLINE SLOPE TO FLOWLINE . REFER TO - 1 4 CONDITION ' -WIDTH VARIES 4 B , 5 0 0 0 0 0 ASPHALT CONCRETE CURB REFER TO SDRSD G-5, TYPE A EXISTING ASPHALT TO BE SAWCUT AND REMOVED. WIDTH VARIES. FIELD VERIFY. EXISTING FENCE PLANTING AREA. REFER TO SHT. LP-2 SIDEWALK TITLE REVIEWED BY: INSPECTOR "AS BUil T" Cf) _J -~ w 0 z 0 -1-u :::) a: I-- Cf) z 0 u w 0.. <( u Cf) 0 z <( _J LC-5 DATE DATE APPROVED FOR PLANT'ING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. SHEET 15 CITY OF CARLSBAD 20 4403 MANCHESTER AVE., SUITE 201 ENCINITAS, CA 92024- 760/479-0644 FAX 760/479-0645 DISTRICT APPRDVED CHANGES f-'-'N-'"--O.+=----'D'--=E""SC,::_Rc;_IP___cTlcc:ON"------------l'--'APc.:.P_:.:R"'--0V-'--=E"'"D+='-'DA-'-'T-.=--IE DEVELOPERS NAME: ---------~ f---oc-1 +Cscal Tci;-Y...;;S~UB~M70IT~TAccl ==-----+----J'.cl',J-;,2::;,6/,;.:i(05 ADDRESS: 2 CITY REVIEW COMMENTS 2 3 09 1 DEH SUBMITTAL 2 3 09 3 CITY REVIEW COMMENTS 5 26 09 TELEPHONE: 2 DEH SUBMITTAL 5 26 09~------_'.,'.:'.:'.:'....'..'..:::'.'.::....:=:=:=:=:=: f----"---4 +P=ER~M_::,_IT_S_E--'-T '-'--"'-----------1--------IC6"-'2c:!.4 =109 DATE PLAN PREPARED: ________ _ 6 AS BUILT 1,,. z..;,.1--\ t-..'e. 2 19 14 BY: PLANNING DEPARTMENT SHEETS PRIVATE (ONSITE) RECLAIMED WATER SYSTEM FOR: OLIVENHAIN MUNICIPAL WATER DISTRICT HEADQUARTERS APPROVED PLANNING OR'M'-1 BY: CHCKD BY: 1966 OUVENHNN ROAD ENCINITAS, CALIFORNIA 92024 cl~ l? t=-j! Jlt ABC PROJECT NO. JPB CUP02-01 G . 24,, -l:f DATE DRAWING NO. 433-5M SHEET_OF_SHEETS C.M. W.D. JOB NO. NORTH o 10 SCALE: AS REQ'D 1 GAL l \~ .. /,, ,, \ ' . ! i l--. -· J _ _,....; CIS X PUR ,-.. ~P~L~AiN~T~AT f ~2'.44~" (0)..CC .. PROPERTY LINE .. . -. . .. _-~-~'-cc-"'· C __ __,, ~-0FE,ENECESHt.t' LC 1) • (SEE SHEET ffiz-19-14 0 HET ARB 5 GAL -_ __f:I_E~~~-r-i2~7~5i--7\ 80 5 GAL WES F~R:::_U'_S'--•, 9 •p nLA RAC 2 4" BOX --;;i;;_3100~ I ~p;~L,ANT 3' MIN. TYP OF , 24" BOX OF SIDEWALK. PIN ELD K FROM BAC PIN ELD. ------------- __ -__ --_-, .. ----_ -__ ---:-....c--- ----;~--~- _;;..---, < LON JAP 'H' " O C. PLANT AT 18 . SAL LEU PLANT AT 24" O.C. KEY MAP \ •, ,./ ", '/ ,, ___ ,,,,;, ·-., \ AS REQ'D SAL LEU ··," ,, -Y, t I\\ -'--, -- 1 GAL .. - 24" O.C. PLANT AT \\ ---~_ . SHEET LP-1 ~ /-\ __ J\_1 .. I ' / , I \\ //. ~, x __ ~ \,\\ \.::c-_'\ \\ ·-\\ -------·· . ··, . . ', FENCE TOP OF SLOPE FOLLOWS ET LC-1) (SEE SHE N.T.S. / \ 0 -\ _/ + . -------. ·- EXISTING PRESERVE TREE TO REMAIN- AND PROTECT IN PLACE (TYP.) 63 5 GAL CEA THY 'S' ffi2-19-14 18 '----~2'2 4;:;;" EB3 (0) xx I _ PIN TOR, ·> (, : /. \ I 1,~~~~1 EDETTI ES P. BEN ITECT JANMDSCAPE ARC~UITE 201 LA CHESTER AV'.;;: 92024 4403 ~~~ITASX 760/479-0645 EN 0644 FA ES 76014 79-APPROVED CHANG APPROVED DISTRICT DESCRIPTION NF. CITY ~~~l~l;T~~MMENTS · CITY RE ~ DEH SUBMITTAL 4 PERMIT SET 6 AS-BUILT r1-t.. FOR PLANTING APPROVED ATION ONLY, AND IRRIG PRECISE INCLUDINGF PLANTING LOCATIO~R~AS. DATE DEVEL PERS NAME: I 26 08 ADDRESS: 2 3 09 2 J 09 5 26 09 5 26 09 N PREPARED: DATE PL 6 24 09 2 19 14 BY: TELEPHONE: ffiz-9-14 0 TITLE REVIEWE D BY: ,, AS BUil T " z <( _J Q__ C) z f---z <( _J Q__ w Q__ <( u CJ) 0 z <( _J LP-1 DATE DATE I sHEETTr:TT)' OOFF (CARLSBAD r sHEET CITY G DEPARTMENT 1 6 PLANNIN SHEETS SITE) RECLAIMED PRIVATE5~~~EM FOR: NICIPAL WATER WAT~RLIVENHAIN M~ADQUARTERS DISTRI~J6 OUVEN~~N1!0~024 ENCINITAS, CALIF APPROVED f"t_,..,_:1\ (<, ~)~:it PLANNING DRWN BY: CHCKD BY: ABC JPB PROJECT NO. CUP02-01 DATE DRAWING NO. 433-SM OF SHEETS SHEET_ -. C.M. · · W D JOB NO. HET ARB • 12 15 GAL (015 1GAL 3 PLA RAC 24" BOX FENCE (SEE SHEET LC-1) AS REQ'D LON JAP 'H' -----e-----------+---------------~ FLAT PLANTS PLANT AT 18" O.C. ( ------ \ EXISTING TREE TO REMAIN- I 0/•----------~ \ PRESERVE AND PROTECT IN PLACE (TYP.) '-- 21 LOMANDRA LONGIFOLIA BREEZE 5 GAL P NT 3' . FROM BACK OF SIDEWALK. TYP. OF (2) PIN ELD. THIS SHEET. 0 10 NORTH SCALE: 20 1"=20' / ffi2-19-14 /'. ✓ --~ ( I AS REQ'D 1 GAL 40 60 .. / ---------· ---/ ' ;~, ROS 'H.C.' PLANT AT 24" 0.C. 63 5 GAL , ______ __,, ffi 2-19-14 PITT 'ss' ffi 2-19-14 -. -------···---···-----------_,. ---'-- ·:,_---_ -, --~ -------·----------·--------------·-··--·· ·----· ----__ ··.-.. , ... ~-·----------------------·-----. ' --~--_, ,~-=}" . -=;C::c,::,cc::. •, ~ '"'·· r .. •. -------_--_-----_ -- 11■ X _:I:::·:·: ::-:: __ :_ : =-::-c,-"';:--·--- -x. ____ _ -·\ -- . ---------------- ----------- ' \ I N.T.S. AS REQ'D CAL FOL .................. . --------\----------+-----------------1::::::::::::::::::: 1 GAL PLANT AT 24" 0 C ······--······----· . . ............... .. 4 PIN ELD f\ ,,----~-------t-~-----,;::::==::~) 15 GAL ~-/~- 95 WES FRU 'S' ---1----------1----------------{♦ 5 GAL ffi 2-19-14 10 PIN ELD 24" BOX \ \ ffi 2-19-14 1, \ 7 PIN TOR ' EXISTING ASPHALT PAVING TO BE :REMOVED PROPERTY LINE 24" . ) BOX '>,-y,<<' EXISTiTTG TREE TO BE / ,! ;..--, ,! . I ' . / //' ,/' -· ,,,,,, .. / / ,. __ /) . / ' . / I • --~<~j-' ·._.,.,._, ' . -, - ,' ·--;-' _,--, ' REMOVED - ' ' . . .------· .. 1.':--t-l l @E)@\ 'Z:'. / 0 \ --~ \ -.. -----------· - AS REQ'D 1 GAL 45 5 GAL 2 5 GAL SAL LEU PLANT AT 2 4" O.C. CEA 'c' FIC PUM PLANT (1) VINE END OF WALL. EXISTING 4' HIGH BLOCK RETAINING WALL AT BACK OF SIDEWALK ffi 2-19-14 i 'f I " ' • I ! ///// .' i/i / i AT EITHER z <( _J CL (.9 z -1-z <( _J CL w CL <( u (J) 0 z <( _J ' ' \ LP-2 JAMES P. BENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE., SUITE 201 ENCINITAS, CA 9.2024- 760/479-0644 FAX 760/4 79-0645 DISTRICT APPROVED CHANGES / APPROVED F'OR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF' PLANTING AREAS. >-'N.c..;O~. >-----~D~E~S~C~R~IP~Tl~O~N ____ __,~A~PP~R.c..;O~V~E~D+.c.D;..cA,TE=-< DEVELOPERS NAME: ___________ _ "AS BUILT" TITLE DATE REVIEWED BY: INSPECTOR DATE SHEET 17 CITY OF CARLSBAD PLANNING DEPARTMENT PRIVATE (ONSITE) RECLAIMED WATER SYSTEM FOR: 20 SHEETS OLIVENHAIN MUNICIPAL WATER DISTRICT HEADQUARTERS 1966 OUVENHAIN ROAD ENCINITAS, CAUFORNA 92D24 f--c-+cC=IT~Y~S=U~BM=l~TT~A=L~=~-------t----1:071 ~26ic0c-l8 ADDRESS: 2 CITY REVIEW COMMENTS 2 3 09 APPROVED , I_ \ 1 DEH SUBMITTAL 2 3 09 ~A Cf-f:.1\--o±t &, "'uD·/➔ 3 CITY REVIEW COMMENTS 5 26 09 TELEPHONE: ______ PLANNING DATE 2 DEH SUBMITTAL 5 26 09~--------=:....:_:.:.:.:.::_=======-too,;R:viWNNErBYY:: --AABii°cr--TiP:;;R>rO:;:jJ~EC;:::TTNNino:---. lrDii;R:;:A;;:W;;;IN;;:G~NOn.1 1--4-+-PE_R_M-IT_S_E_T----------+----+6-'c-24'--,-0-9' DATE PLAN PREPARED:----------CHCKD BY, CUP02-0I 433-SM 6 AS-BUILT c,,,:;.,.,-1· r<!:-21914 BY: JPB SHEET_OF_SHEETS C.M.W.D. JOB NO. _____ _ • • • LUP ALB 6 15 GAL / / / 14 GAU LIN o,)-------+-----------' B ---__ J 10 1''=10' 20 1 GAL 17 ANI 'B. T.' 1 GAL AS REQ'D ROS 'L.D.F.' 1 GAL PLANT AT 18" O.C. EXISTING BUILDING I 30 KEY MAP 4 ALY HUE 5 GAL AS REQ'D CIS SAL 'p' r---__ 1 _G_A_L---+-----=-_:___ ____ _j_ PLANT AT 18" O.C. 7 ROM COU ' 5 GAL 21 SAL CLE ~--------+------------___/◊ GAL AS REQ'D CEA MAR 'F.D.' 1 GAL PLANT AT 18" O.C. 20 ::::=:==::;;t-~·---_J_G8L __ ·--=----~ --~•r==,,:. ::-=:---\ -·-,. -7~ ., ., ., ., ., ,, ., . ., 7 ., ,, ~ t' ., ':/ •1 -, '1 '7 ., -c •; V " ., ., --: ·-· , .. , "' - '--.. PEN HET 34 ~---------+----------------/• 1 FLAT OF EACH FLATS EXISTING BUILDING I ' ' I I ' 1 GAL ,,,,--- 3 ARB UNE 'C' ( '---------+------=-------• 15 GAL ~_A_S_R_E_Qc_'D __ +_C_AL_F_O_L _______ •.;-.. •;·•.;·.;; 1 GAL PLANT AT 18" O.C. . .. -, . . ':/ "J •: " •J ',' ·: • 1 THY SER & SEE DTL. C, N.T.S. GAL SPE 'F' '--------- JAMES P. BENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE., SUITE 201 ENCINITAS, CA 92024- 760/4 79-0644 FAX 760/4 79-0645 15 5 GAL OUVENHAJN ROAD V V RIB VIB D CEA 'C' BUD DAV • NOTE: SEE SHEET LC-2 FOR ADDTIONAL INFORMATION REGARDING DRAINAGE SWALE. ffiZ-19-14 NOT[: DEMONSTRATION GARDEN REMOVED "AS BUil T" TITLE REVIEWED BY: APPROVED F'OR PLAN AND IRRIGArfION ONLY INSPECTOR DATE DATE , INCLUDING PRECISE LOCA1'ION OF PLANrI'ING AREAS. CITY OF CARLSBAD PRIVAT WATER SYS PLANNING DEPARTMENT z ::s a.. (9 z -1-z <( _J a.. w a.. <( u (/) 0 z ::s LP-3 20 SHEETS OLIVEN DIST IPAL WATER ARTERS < < -~ -------------------------./ ----./ " ~ ~ "'/ V V V V V V V V V V ~ v:LANT MATERIAL LEGEND PLANTING NOTES ( 1. PLANTING AREA IN THE DEMONSTRATION GARDEN (SHEET LP-3) 11 . PER CITY OF CARLSBAD LANDSCAPE MANUAL, SECTION IV.E SLOPE SYMBOL BOTANICAL NAME COMMON NAME MIN. SIZE MIN. HT SPRD. QTY. REMARKS RETA[;~ SHALL RECEIVE A MINIMUM 3" THICK LAYER OF DECOMPOSED REVEGETATION / EROSION CONTROL POLICIES AND REQUIREMENTS: LP 5 GRANITE MULCH. MULCH BY KRC ROCK ) TREES COLOR: CALIFORNIA GOLD SLOPES 6: 1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS 2. PLANTING AREAS OTHER THAN THE DEMONSTRATION GARDEN SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING A WITH SLOPES LESS THAN 3: 1 SHALL RECEIVE A MINIMUM 3" THICK PLANTING STANDARDS: CER OCC 1 g~~n s1~r~i FU~~'7l~tD(? HEAL THY, LAYER OF ORGANIC WOOD BARK MULCH A. STANDARD #1 -COVER CROP /REINFORCED STRAW MATTING: CERCIS OCCIDENTALIS WESTERN REDBUD 15 GAL 5' 3' R P I TRFT DRAIN A 3. PLANTING AREAS OTHER THAN THE DEMONSTRATION GARDEN COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK PIN ELD PINUS ELDARICA AFGHAN PINE 15 GAL 5' 3' 4 DBL. STAKE, FULL HEAD( --IEALTHY, A WITH SLOPES OF 3: 1 OR GREATER SHALL RECEIVE EROSION GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD GOOD COLOR PROVIDE 2 TREE DRAIN CONTROL FABRIC FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO PIN ELD 24" 7' 2' 41 DBL. STAKE, FULL HEAD HEALTHY 4. ALL ROCK AND DEBRIS LARGER THAN ONE INCH (1 ") PINUS ELD ARICA AFGHAN PINE BOX GOOD COLOR. PFI0VIDE }2\ TREE DRAIN A APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND SHALL BE REMOVED FROM ALL PLANTING AREAS. > PIN TOR PINUS TORREY ANA TORREY PINE 24" BOX 6' 3' 25 DBL. STAKE, FULL HEAD HEALTHY A DISPOSE OF ALL DEBRIS OFF SITE, OR AS DIRECTED BY MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) GOOD COLOR PROVIDE ,(2\ TREE DRAIN OWNER'S REPRESENTATIVE. DAYS. PLA RAC PLATANUS RACEMOSA SYCAMORE 24" BOX 6' 4' 12 DBL. STAKE, FULL HEAD HEALTHY, A 5. SLOPE FINISHED GRADE OF ALL PLANTER AREAS TO DRAIN. TYPE OF REINFORCED STRAW MATTING SHALL BE AS APPROVED BY THE GOOD COLOR. PROVIDE }2\ TREE DRAIN CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE SHRUBS 6. ALL LANDSCAPE SHALL BE FULLY WATERED-IN MANUFACTURER. UPON PLAN TING. DO NOT RELY SOLELY UPON REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING > CEA 'C' CEANOTHUS 'CONCHA' WILD LILAC 5 GAL 18" 12" 45 FULL AND BUSHY TO GROUND, GOOD COLOR C THE SPRINKLER SYSTEM. UTILIZE SUPPLEMENTAL OCCURS BETWEEN AUGUST 15 AND APRIL 15. THE COVER CROP AND /OR HOSE WATERING AS REQUIRED, INITIALLY AND DURING CEA THY 'S' CEANOTHUS THYRSIFLORUS BLUE MOUNTAIN LILAC 5 GAL 18" 12" 63 FULL AND BUSHY TO GROUND, GOOD COLOR THE PLANT ESTABLISHMENT PERIOD, TO REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR. 'SKYLARK' C ENSURE ALL PLANTINGS RECEIVE ADEQUATE WATER B. STANDARD #2 -GROUND COVER CIS X PUR CISTUS X PURPUREUS ROCKROSE 1 GAL 8" 6" AS REQ'D FULL AND BUSHY TO GROUND, GOOD COLOR C & D TO THE ENTIRE ROOT ZONE. ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE 7. EACH PLANT AND TREE TYPE IN THE DEMONSTRATION GARDEN SHALL PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL > HET ARB HETEROMELES ARBUTIFOLIA TOYON 5 GAL 18" 1 2" 338 FULL AND BUSHY TO GROUND, GOOD COLOR C RECEIVE (1) PLANT IDENTIFICATION MARKER (23 TOTAL) BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED PLANT IDENTIFICATION MARKER SHALL BE BY MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). LON JAP 'H' LONIL:tKA JAf'UNIL:A JAPANESE HONEYSUCKLE FLATS 4" 4" AS REQ'D FULL AND BUSHY TO GROUND, GOOD COLOR D FROSTMANUF ACTURING. COM~PLAN TM ARKERS.H TML C. 'HALLI ANA' C & VERIFY NAMPLATE COLOR, EXT AND FONT WITH OWNER. STANDARD #3 -LOW SHRUBS PIT 'ss' PITTOSPORUM 'SILVER SHEEN' PITTOSPORUM 'SILVER SHEEN' 15 GAL 4' 3' 12 FULL AND BUSHY TO GROUND, GOOD COLOR C 8. THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4 TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF > SAL LEU SALVIA LEUCANTHA MEXICAN BUSH SAGE 1 GAL 12" 8" AS REQ'D FULL AND BUSHY TO GROUND, GOOD COLOR C & D CAN REVIEW THE PROJECT UTILITY LOCATIO~IS AND REVISE PLANS THE SLOPE FACE (AT MATURE SIZE). ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. D. STANDARD #4 -TRESS AND/OR LARGE SHRUBS TREES AND/OR LARGE WES FRU ·s· WESTRINGIA FRUTICOSA 'SMOKEY' COAST ROSEMARY 5 GAL 18" 1 2" 175 FULL AND BUSHY TO GROUND, GOOD COLOR C 9. AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON LOM 'BREEZE LOMANDRA LONGIFOLIA BREEZE 5 GAL 18" 12" 21 FULL AND BUSHY TO LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION CONTAINERS) AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED 'BREEZE' GROUND, GOOD COLOR C OF CONDITIONS. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING SQUARE FEET. > GROUNDCOVERS AND GRASSES LABORATORY (PRE-APPROVED BY THE CITY). THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING: SLOPES -6: 1 OR STEEPER AND: CAL FOL CALAMAGROSTIS FOLIOSUS MENDOCINO REED GRASS 1 GAL 8" 6" AS REQ'D FULL CLUMPS, GOOD COLOR C & D A. ORGANIC MATTER CONTENT A. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS - B. N, P, K OR STREETS REQUIRE AT MINIMUM STANDARD #1. ----B. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2 AND #3. ----C. pH ( --D. EC C. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, #3 Cf) -------E. SOIL TEXTURE (SILT, CLAY, SAND) AND #4. w -----F. RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND I-----C \ ROS 'H.C.' ROSMARINUS ROSEMARY 8" 6" MAINTENANCE FERTILIZATIONS. AREAS GRADED FLATTER THAN 6: 1 REQUIRE STANDARD #1 (COVER CROP) 0 'HUNTINGTON CARPET' 1 GAL AS REQ'D FULL AND BUSHY TO GROUND, GOOD COLOR C & D THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE LAB ORA TORY SHALL BE SUBMITTED ALONG WITH THE REQUIRED FOLLOWING CONDITIONS: z -----------PRODUCT SUBMITTALS (SEE SPECIFICATIONS) PRIOR TO THE BEGINNING A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 0 VINES OF WORK. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING MONTHS OF COMPLETION OF ROUGH GRADING. z LABORATORY SHALL ALSO BE SUBMITTED TO AND APPROVED BY THE B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. <( \ FIC PUM FICUS PUMILA CREEPING FIG 5 GAL 4' 1 2" 2 FULL AND BUSHY TO GROUND, GOOD COLOR A, LP-4 CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND C. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. 0 ~ TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE z APPROVED PLANS. w ffi 2-19-14 10. ROOT BARRIERS SHALL BE INSTALLED PER DETAIL "A" SHEET LP-5 FOR ALL (9 TREES LOCATED WITHIN 8' -0" IN ANY DIRECTION OF ADJACENT HARDSCAPE (INCLUDING, BUT NOT LIMITED TO: CURBS, WALKS, WALLS, RAMPS, FOOTINGS), w . AND UTILITIES. TREES WITHIN 8'-0" OF HARDSCAPE AND/OR UTILITIES REQUIRE _J ROOT BARRIER TO EXTEND 8' -0" ALONG FACE OF ADJACENT HARDSCAPE FOR (9 A DISTANCE OF 8'-0". DO NOT ENCIRCLE TREE. ROOT BARRIERS SHALL BE .90" (MIN) THICK X 18" DEEP, LINEAR TYPE WITH INTERLOCKING ENDS. MUST z -CONTAIN ULTRA-VIOLET (UV) INHIBITORS AND HAVE A 3/8" (MIN.) WIDE T-TOP I- EDGE AND GROUND ANCHORING FLANGE. NDS (#EP-1850) OR EQUAL. z <( _J 0.. ~ 2 CD ROOTBALL-SET TIGHT , w TO FOOTl~IG AND REMOVE ,../ ANY EXCESS CONCRETE 0.. ,if, / I 1 /~ OR BASE MATERIAL <( AS REQUIRED '.;:: I} V/ 3 (2) ADJACENT WALL OR 0 Cf) ~ < :' COLUMN (PER PLAN) 0 ' ....__ G) REMOVE NURSERY STAKE, z '/ .. · UNLESS OTHERWISE NOTED ~ ;_,, ~ <( (D VINE -SPREAD AND 4 _J 1/ (, / SECURE TO ADJACENT 1/ . (.\ WALL OR COLUMN WITH 1/ ; \, VINE TABS AS REQ'D 1/ I/ c' 1 ,) 5 @) 6" HIGH WATERING BASIN LP-4 ~ 1 i( 6 ® ADJACENT HARDSCAPE "AS BUil T" ~ j~ ,r (WHERE APPLICABLE) (D 6" (MIN.) WATERING BASIN ,1 ' 1/ ;, '\ 0 '1 TITLE DATE '-~ ' 1/ '.I'-.. !',:;: ® FINISHED GRADE IN PLANTER REVIEWED BY: '/ . I' r 'I -, t= , ··'' _,,,u· (WHERE APPLICABLE) 0 N :·-.·,----·,'--11 1-© ~ l' ~ · CD ::iw~il"' ® @ PLANT FERTILIZER TABLETS 1•~~1 - _:,_~ '-: ~ ' "T_-t~1, \,p..l'\OSC/\Pt 1/ , ... ,,,. 9 APPROVED FOR INSPECTOR DATE , ----:11:~! {_,¼"'p0lED£: r 1 -1,?o PLANTING '-H-I I ' '! I'"· __ -~-" --'--'I[-(@) BACKFILL MIX ~ 1 0 A. r, o/'> :: !·:·· •11.···lli::-::: IEI L=1!,~ :-::!Ir= ~ ½ l c',li cclJ =c1r1~11c=1i';:C~~; •L I i_:;c:i 1 0 0 C' <" AND IRRIGATION ONLY, ) / / / /, -Lac'~"'' C;;,JIJ=,l'!,=,,!= ,,~:, ~ (iJ) NATIVE SOIL :; t-. fi. -~ s ,, / r =ii-/••. 11---11.---,,·.---·1c-_:_,1•:.- SHEET r -!: ·11:: ~lfT, _.~ ---1"--sc'--'J INCLUDING PRECISE CITY OF CARLSBAD I 4" 11 (81 2X DIAMETER OF JAMES P. BENEDETTI * 19 20 I ,' ,' @ , Signcilure ROOTBALL (MIN.) LANDSCAPE ARCHITECT Ren Dote 9/30/H J LOCATION OF PLANTING PLANNING DEPARTMENT SHEETS @ / 4403 MANCHESTER AVE., SUITE 201 J'r Dote 3/28~ / (U) DEPTH OF ROOTBALL ENCINITAS, CA 92024-AREAS. PRIVATE (ONSITE) RECLAIMED , 760/479-0644 FAX 760/479-0645 41: ';!-~\\ WATER SYSTEM FOR: SECTION (Bl COPPER TRELLIS E: OF CAU(O -OLIVENHAIN MUNICIPAL WATER DISTRICT APPROVED CHANGES 0 @ CONCRETE FOOTING NO. DESCRIPTION APPROVED DATE DEVELOPERS NAME: DISTRICT HEADQUARTERS VINE PLANTING 1 CITY SUBMITTAL 1 26/08 1966 OLJVENHJIJN ROAD ADDRESS: ENCINITAS, CAUFORNIA 92024 2 CITY REVIEW COMMENTS 2 3 09 APPROVED M\ NO SCALE 1 DEH SUBMITTAL 2 3 09 4-t:ll~:lt I,:, . l..9 . 1-1- 3 CITY REVIEW COMMENTS 5 26 09 PLANNING 2 DEH SUBMITTAL TELEPHONE: DATE 5 26 09 DR'h'N BY: 4 PERMIT SET 6 14 09 DATE PLAN PREPARED: ABC PROJECT NO. DRA'MNG ND. 6 AS BUILT / . =· 1-1' Ht 1 19, 14 BY: CHCKD BY: JPB CUP02 01 433 5M SHEET _OF~SHEETS C.M.W.D. JOB NO. ____ _ ' I • 2 ~=!l ~c~~q ~----{ I ,---,3 ~;m=~!l Q) 1"'----!~ ~----,4 @]jl __ -~-1•:•cc---';-----;-:--',...+-!h,.-_.J:£D,-.,.;:/i~~!~~k 5 I . 0 i '. ;='re:;°' :17 @ i!l.:::~111: c;c,, ~-~'-,--,,,-- '---+-------{ 7 8\__----- SECTION @ 71'-----=-----+- 0 I 81 -o"~ ~' ------+= MAX. ' , w oo I <JJ CD , ,,: w 01\----J---,-,11 11>-------->- PLAN NOTES: ' I' 6 " ' CLR. 1. ROOT BARRIERS REQUIRED FOR ALL TREES LOCATED WITHIN 8'-0" IN ANY DIRECTIO~I OF HARDSCAPE, WALL, CURB, ETC. 2. REFER TO PLANT LEGEND, SHT. LP-4 FOR ADDITIONAL INFORMATION. ® ® (j) ® ® @ 3. SEE PLANTING NOTES, SHT. LP-4 FOR ADD'L INFORMATION. 4. WHERE ON SLOPES, THE REAR OF THE PLANTING @ PITS SHALL BE GRADED TO A MAXIMUM 1: 1 SLOPE. EROSION CONTROL FABRIC SHALL BE INSTALLED ON THIS SLOPE TO CONTROL EROSION WHILE PLANTS ESTABLISH. ROOTBALL TREE TRUNK 3'' DIA. PLASTIC DRAIN (FLAT) BY NOS (#14-BlACK) OR EQUAL. -LOCATE 6" MIN. FROM EDGE OF ROOTBALL 3" PERFORATED PVC PIPE WRAPPED WITH FILTER FABRIC SOCK (DO NOT FILL W/GRAVEL) 3" BAND OF GRAVEL FILL ALL AROUND PIPE EXTEND DRAIN PIPE 18" (MIN.) BELOW BOTTOM OF ROOTBALL SLOPE BOTTOM OF PLANTER PIT AROU~ID ROOTBALL TO DRAIN PIPE NATIVE SOIL PEDESTAL BACKFILL MIX ROOT BARRIER -SET FLUSH AGAINST ADJACENT PAVING, CURBS, BUILDINGS, WALLS, ETC. - REMOVE ANY EXCESS CONC. OR BASE MA TERI AL AS REQUIRED EXISTING CURB, HARDSCAPE, ETC. (WHERE OCCURS PER PLAN) FINISHED GRADE PLANTING PIT HIGH POINT, OPPOSITE DRAIN PIPE 6" WA TERI NG BASIN (WHERE APPLICABLE) 2"~ LODGE POLE PINE STAKE-INSTALL (2) PER TREE. LOCATE TOP MINIMUM 6" BELOW TREE CANOPY AND MINIMUM 3' -0" BELOW GRADE TREE TIE-MIN (2) PER STAKE. NAIL TO STAKE DIRECTION OF PREVAILING WINDS 2X DIAMETER OF ROOTBALL (MIN) DEPTH OF ROOTBALL EXISTING FINISH GRADE AT SLOPE (WHERE APPLICABLE) PROPOSED FINISH GRADE AT SLOPE (WHERE tffR~181~~tL ~~o~~S~v1DcEiN6~0hoPEs AROUND TREE PLANTER PIT, WHERE OCCURS DOUBLE STAKED TREE PLANTING 0 W/ ROOT BARRIER ANO DRAIN A f------------------ N o SCALE SECTION/PLAN B G) SECTION ® 3 120· 4 1 PLAN NOTES: CD ROOTBALL (1) TREE TIES @ 12 GAUGE GALV. GUY WIRE (3 @ @ ® (J) ® ® @ G) © © (j) © PER TREE) USE HOSE COVERS AS REQ'D TO PROTECT TREE FROM WEAR 1/2" DIA. WHITE PVC TUBING (ONE PER GUY WIRE) TREE CROWN SET 2" ABOVE GRADE 6" HIGH WATERING BASIN FINISHED GRADE "DUCKBILL" DEADMAN (24" BELOW GRADE MIN.) PLANT FERTILIZER TABLETS BACKFILL MIX NATIVE SOIL PEDESTAL 2X DIAMETER OF ROOTBALL (Ml~I.) DEPTH OF ROOTBALL EXISTING FINISH GRADE AT SLOPE (WHERE APPLICABLE) PROPOSED FINISH GRADE AT SLOPE (WHERE APPLICABLE) EROSION CONTROL FABRIC SHALL BE PROIVIDED ON SLOPES AROUND TREE PLANTER PIT, WHERE OCCURS TREE TRUNK 1. ROOT BARRIERS REQUIRED FOR ALL TREES LOCATED WITHIN 8' -0" IN DIRECTION OF HARDSCAPE, WALL, CURB, ETC.-SEE DETAIL "A" FOR ADDITIONAL INFORMATION ANY 2. REFER TO PLANT LEGEND AND PLANTING NOTES, SHEET LP-6 FOR ADDITIONAL INFORMATION. 3. WHERE ON SLOPES, THE REAR OF THE PLANTING PITS SHALL BE GRADED TO A MAXIMUM 1: 1 SLOPE. EROSION CONTROL FABRIC SHALL BE INSTALLED ON THIS SLOPE TO CONTROL EROSIO~I WHILE PLANTS ESTABLISH. TREE PLANTING WITH GUYING NO SCALE SECTION/PLAN ... _.,..., -...J---/ <--1 , '--, SECTION NOTE: ·:~ CD @ @ G) ~ 0 ® ® (@) 0 1. WHERE ON SLOPES, THE REAR OF THE PLANTING PITS SHALL BE GRADED TO A MAXIMUM 1: 1 SLOPE. EROSION CONTROL FABRIC SHALL BE INSTALLED ON THIS SLOPE TO CONTROL EROSION WHILE PLANTS ESTABLISH. © © C GROUNOCOVER SHRUB SPACING ~10 SCALE 9 SECTION A-A' SCALE: 1 /2" = 1'-0" 9 SECTION B-B' SCALE: 1/2" -1'-0" NOTES: 1. ALL PLANTER ORAi BE 4" RIGID PERF. IN FILTER F AB 2. PLAN SCALE: 1 /8" ANO STANDPIPES SHALL PVC PIPE, WRAPPED AVATE PLANTER PIT BEYOND DO NOT OV THE DEP SHALL THE ROOTBALL THE TREE ROOTBALL ML Y ON THE NATIVE SOIL PEDESTAL. 3. ROOT BARRIES AS REQ'D 4. E 3" LAYER DECOMPOSED GRANITE MULCH TOP OF FINISHED GRADE (TYP.) ROOTBALL SHRUB SHRUB CROWN- SET 1" ABOVE GRADE 6" HIGH WATERING BASIN FINISHED GRADE PLANTING TABLETS AMENDED BACKFILL UNDISTURBED NATIVE SOIL 2X WIDTH OF ROOTBALL DEPTH OF ROOTBALL EXISTING FINISH GRADE AT SLOPE (WHERE APPLICABLE) PROPOSED FINISH GRADE AT SLOPE (WHERE APPLICABLE) BARK MULCH TOP DRESSING ; 2" UP TO BUT NOT COVERING TRUNK AT CROWN PLAN D 1 00 • 0 0 SHRUB OR GROUNDCOVER 0~I-CENTER PLANT SPACING PER PLAN 1/2 OF THE ON-CENTER SPACING PER PLAN lc-----00000 @ 0 ."·---0 0 0 0 0 CURB, HARDSCAPE, PATH, OR OTHER SITE AMENITY (WHERE OCCURS PER PLAN) .. \. PLAN GROUNDCOVER SHRUB SPACING ALE LEGEND < □ 0 0 0 PLATANUS RACEMOSA TION OF FLOW EXISTING DRAIN INLET 4" PVC PERFORATED DRAIN PIPE WRAP IN FILTER FABRIC SOCK AND SLOPE TO DRAIN AS REQ'D (TYP) TREE ROOTBALL DEPTH OF ROOTBALL (ACTUAL SIZE/DEPTH TO BE DETERMINED) NATIVE SOIL SLOPE TO DRAIN (TYP.) ENDED PLANTER BACKFlLL IA 2-1 NOTE:: DEMONS NC 0) 0 0 @ SECTION TRENCH DRAIN PIPE INTO NATIVE SOIL LEAVING UNDISTURBED THE NATIVE SOIL PEDESTAL FOR THE TREE ROOTBALL TO SIT. SLOPE 2% (MIN.) TO EXISTING DRAIN INLET. TIE DRAINS AND STANDPIPES TO EXISTING DRAIN INLET MOUND NATIVE SOIL TO SLOPE AWAY FROM TREE ROOTBALL SET TREE ROOTBALL APPROX. 2" HIGHER THAN SURROUNDING PLANTER BACKFILL (J) _J -~ w 0 CJ z -1-z <( _J a.. w a.. <( u (J) 0 z <( _J LP-5 JAMES P. BENEDETTI LANDSCAPE ARCHITECT APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITLE DATE REVIEWED BY: INSPECTOR DATE SHEET 20 CITY OF CARLSBAD 20 PLANNING DEPARTMENT SHEETS PRIVATE (ONSITE) RECLAIMED WATER SYSTEM FOR: 4403 MANCHESTER AVE., SU!TE 201 ENCINITAS, CA 920.24 760/479-0644 FAX 760/479-0645 ,-------,,=,-;:,;,-=,=:)~~::::::::~::::=___J.,. ____________ _J OLIVENHAIN MUNICIPAL WATER DISTRICT APPROVED CHANGES DISTRICT HEADQUARTERS 1-'-N"'-O+. =~~=c-'D'-=E"'-SC::.cR=IP-'-Tlc:_ON'-'--------+'-'APc.:_P-'-'R"'-OVE-'-'="-D+e'..'DA-'-'T.;c._iE DEVELOPERS NAME:__________ 1966 OUVENHAIN ROAD f--c-1 +C=IT=Y~S=UB=M,-,-IT_:_cTA~L---------1-------+-1:1,:2:::,6__::::iOB ADDRESS· ENCINITAS, CALIFORNIA 92024 i--,:-2 -hCss=IT"Y""R""EVl;.;EccW"C,:..:OM.::::M.=E'-"NT-=-S------+----t2,;:3;;:0;-J9 . 1 DEH SUBMITTAL 2 3 09 APPROVED lo-Zo.1-\ '-::0::-::::--:-A-:-K~-:-T-=-R=-=-E_E_-=D:__R:__:_:_A_:_:_:_I N_:_:_:_A_:__G=-=E::____ ______________ ~,-;3)1jjjCICHTYSRillEV~IEITTW'AiCO_M_ME_NT_S ____ ---t __ ---fs5'-f,,26&,0iil,9 TELEPHONE: 1 2 DEH SUBMITTAL 5 26 ogj..._ ______ ___:_::~.'...'..::'.'.~=:=:=:=:=:=-lc;;;,;;::;,i"y:"---;:';;';;---,;: SCALE VARI ES PLAN /SECTION lt--c4-+=-PE=R,-.,Ml=T-=-sE=T~--------+-----126 .=.:24"-'0C:.J9 DATE PLAN PREPARED: --------~ rt.::.)~ C...--r. I::.\~....; :t1;: PLANNING DATE DRWN BY: ABC PROJECT NO. DRAWING NO. 6 AS-BUILT Co · ,Z,,,, H (t'T.~ 2 19 14 BY: CHCKD BY: JPB CUP02-01 433-5M SHEET_OF_SHEETS C.M. W.D. JOB NO.