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HomeMy WebLinkAboutDWG 423-1L; SDP 02-16; COASTLINE COMMUNITY CHURCH; 01-221. 2. 3. 4. 5. 6. 7. RECYCLED WATER NOTES ALL WORK SHALL BE IN ACCORDANCE WITH THE OLIVENHAIN MUNICIPAL WATER DISTRICT RULES AND REGULATIONS. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUN-OFF. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVERSPRAY, AND MISTING. HOSE BIBS ARE STRICTLY PROHIBITED. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER THE OLIVENHAIN MUNICIPAL WATER DISTRICT RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 9:00 P.M. TO 5:00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 9:00 P.M. AND 5:00A.M. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET THE OLIVENHAIN MUNICIPAL WATER DISTRICT RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE, OR SYSTEM OPERATION IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-SPRAYING ONTO SIDEWALKS, STREETS, AND NON-DESIGNATED USE AREAS. 12. 13. 14. 15. 16. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER THE OLIVENHAIN MUNICIPAL WATER DISTRICT RULES AND REGULATIONS. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (PIPING, SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED (PURPLE) IN ACCORDANCE WITH AMERICAN WATER WORKS ASSOCIATION (AWWA) GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, "NON-POTABLE OR RECYCLED WATER," COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING TOWARD THE TOP OF THE TRENCH PER THE OLIVENHAIN MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE A PLACED A MINIMUM OF FOUR (4) FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/ OR REGULA TORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE (12) INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. RECYCLED WATER SYSTEM COASTLINE COMMUNITY CHURCH 17. 18. 19. 20. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE (12) INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE OLIVENHAIN MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. DEVELOPER/ CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE OLIVENHAIN MUNICIPAL WATER DISTRICT AND COUNTY OF SAN DIEGO, DEPARTMENT OF ENVIRONMENTAL HEAL TH, PRIOR TO ANY USE OF RECYCLED WATER. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE OLIVENHAIN MUNICIPAL WATER DISTRICT AND/ OR THE COUNTY OF SAN DIEGO, DEPARTMENT OF ENVIRONMENTAL HEAL TH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE CALLED OUT ON THE PLANS. 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/ CROSS-CONNECTION PROTECTION, RECYCLED PURVEYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER IRRIGATION SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS, SHALL BE PROVIDED TO THE OLIVEN HAIN MUNICIPAL WATER DISTRICT AND COUNTY OF SAN DIEGO, DEPARTMENT OF ENVIRONMENTAL HEALTH. IN CASE OF EMERGENCY, CONTACT: OLIVENHAIN EMERGENCY DISPATCH @: (858) 756-2926 OR AFTER HOURS, CONTACT: OLIVENHAIN EMERGENCY DISPATCH @: (858) 756-2926 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS, INCLUDING FIRE SERVICE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT LIMITS SHALL BE SHOWN ON THE IMPROVEMENT PLANS. 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/ OR DESIGNATED OUTDOOR EATING AREAS ON THIS SITE. 24. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASH, CLEANING OF TOOLS ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. 25. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND WITH POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 26. ALL IRRIGATION BACKFLOW PREVENTER$ SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE OLIVENHAIN MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE SCHEDULE K HARD COPPER. 27. THE IRRIGATION SYSTEM SHALL BE DESIGNED WITH NO OVERSPRAY INTO BROW DITCHES OR HARDSCAPE. OllVENHAIN MUNICIPAL WATER DISTRICT RECYCLEP WATER SYSTEM APPROVAL APPROVED BY: OMWD DISTRICT ENGINEER RECYCLED/POTABLE WATER MAP LEGEND .A. RECYCLED WATER SIGN LOCATION • POTABLE WATER POINT OF CONNECTION rn POTABLE WATER/ FUTURE RECYCLED WATER AREA NORTH -----POTABLE WATER/ FUTURE RECYCLED WATER MAINLINE RECYCLED WATER "DO NOT DRINK" SIGN WE ARE CONSERVING OUR MOST VALUABLE RESOURCE BY IRRIGATING OUR LANDSCAPE WITH RECYCLED WATER RECYCLED WATER AGUA RECICLADA DO NOT DRINK NO TOME EL AGUA 1211 DECLARATION OF LANDSCAPE ARCHITECT WORK I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECTURE OF WORK FOR THIS PROJECT, THAT I HAVE RESPONSIBLE CHARGES OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLBAD AND THE SAN DIEGO COUNTY OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. MW PELTZ & ASSOCIATES 143 SOUTH CEDROS AVENUE SOLANA B CH, CA 92075 PHO NOTTO SCALE B . VICINITY MAP CITY or OCEANSIDE HIGHWAY 78 CfTY OF VISTA. NORTH NOTTO SCALE SHEET INDEX SHT. SHEET TITLE SHT. REF. NO. T-1 TITLE SHEET 1 T-2 RECYCLED WATER USAGE MAP 2 Ll-1 IRRIGATION PLAN 3 Ll-2 IRRIGATION PLAN 4 Ll-3 IRRIGATION PLAN 5 Ll-4 IRRIGATION LEGEND & NOTES 6 Ll-5 IRRIGATION DETAILS 7 Ll-6 IRRIGATION DETAILS 8 Ll-7 IRRIGATION DETAILS 9 Ll-8 IRRIGATION DETAILS 10 Ll-9 IRRIGATION DETAILS 11 LP-1 PLANTING PLAN 12 LP-2 PLANTING PLAN 13 LP-3 PLANTING PLAN 14 LP-4 PLANTING LEGEND, 15 DETAILS & NOTES !!! " 1 Q i "- rn NORTH NOTTO SCALE LOCATION MAP A enido "'"" Corte j " I Cidre 0. od Tupe\o • on w,to ol""'ol LANDSCAPE INSPECTION CERTIFICATION INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTAL$. FOLLOWING COMPLETION OF WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM". A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE . "FINAL LANDSCAPE CERTIFICATION FORM" FAX TO: 760-944-8943 LANDSCAPE INSPECTION REQUEST PHONE LINE: 760-602-4602 COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONEMENTAL HEAL TH ER'S SIGNATURE REQUIRED ON PAGE 1 ONLY VED C,.. • "''0 ') !NEERING PLANCHECKER DATE APPROVED FOR PLANTING AND IRRI G A'fI ON ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. T-1 II AS BUILT" TITLE _______ _ DATE REVIE'wED BY: INSPECTOR DATE MW p A 1/30/01 CITT LAND6CAPE eueMITTAL I SH1EET I CITY OF CARLSBAD Lm .:!/1/,Z,1 CITY LAND6CAPE i-?1:51.leMITT AL 1-.:1=,12'=-'E>:..:/IZ)'=::l---t'c""1"--TY-'---'=L::::::AN:.:,D='ec~A:":PE:-:':--'i-?E=5U"'6M~l=TT'::-A:"'L~----t---t---;-----i-----j PLANNING DEPARTMENT t-=4:::.,==,s:::./"1='!---t'c"",c...rY-'--'=LAND=::..:ecc-=Ac:,PE:-=-"RE=5U:.::6M=:..,l=TT=-A:':'L'------+---t---t-----t-----j A CALff'ORIUA CORPOR.ft.TION MW PELTZ+ ASSOCIATES LANDSCAPE ARCHITECTURE SOlANA BEACH, CALIFORNIA 858.481.0888 I RLA 2010 S/10/01 CITY LAND6CAPe RE:51.leMITTAL Coastline Community Church 2215 CAl.l£ BARCELONA ARROYO IA COSTA CHURCH Silt CARLSBAD, CALIFORNIA 92008 I AP~~D( 6f · f:I\At l---+--+---------------t----t---1---t---J _ ::::PL-!A,:'N':-:NI,:-:N,::G"'----'---=-----"''------- 1----+--+---------------i------i----;---.--, DA TE INITIAL DA TE INlllAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION IJTHER APPROVAL CITY APPROVAL DWN BY: __ _ CHKD BY: ___ , RVw'D BY: PROJECT NO. SDP 02-16 DRAWING NO. 423-IL .., -r- Jj ~ • • \ ---------]"'[! ,;;;., 1,:.,-' --lo" " ------------'----1..,__ _ _.l;b~\'l-rtl::i. . NORTH \ \ \ \ 0 20 40 SCALE: 1"=40' 80 120 \ I . \ \ \ A CALl'OIINIA CORPORATION MW PELTZ+ ASSOCIATES LANDSCAPE ARCHITECTURE SOLANA BEACH. CALIFORNIA 858.481.0888 I RLA 2010 / \ ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER DA TE RECYCLED I POTABLE WATER MAP LEGEND .A. RECYCLED WATER SIGN LOCATION • RECYCLED WATER POINT OF CONNECTION POTABLE WATER/ FUTURE RECYCLED WATER AREA • ---POTABLE WATER/ FUTURE RECYCLED WATER MAINLINE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUILT" TITLE ________ _ REVIE',/ED BY• INSPECTOR a.. <( ~ w (!) <( (/) :::J 0::: w i C) w ....I () >-() w 0::: T-2 DATE DATE '-11c;;;30c:-~-;;;;0;:;1-1 ----t-=-c1=TT~LPND:-c=::-:ec=-:A:::::FE::-:::eu::-:eM::':=1rr-;;:A=L~----t---t----t----i----1 I sH2EET I CITY OF CARLSBAD LllJ , _'11/01 CITY LPNDSCAFE F<ee!JeMITTAL 2 3/2b/0 CITY LANDSCAPE F<ee!J6MITTAL ~==='-===P:::l:::A=N=N=IN=G=D=EP=A=R=T=M:::E=N=T========: 4/18/01 CITT LANDSCAPE l'<Ee!JeMITT AL S/10/01 CITT LAND5CAFE F<ee!JeMITT AL DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION □THER APPROVAL CITY APPROVAL Coastline Community Church I APr,r.:Xr e:r. PLANNING DWN BY: CHKD BY: RV\JD BY• 2215 CALLE 8/\RCELON/\ ARROYO lA COSTA CHURCH SITE CARLSBAD, CAUfORNIA 92008 ~t-o:tt: PROJECT NO. SOP 02-16 I.,, ·(-Z -01 J DATE DRAWING NO. 423-IL KE'T'MAF .J ~ ... . ... .............................. . ... ....... ...... .......... ... ... .. ...... . ... .. . ........................................ .... . ............................... ................. , .......... . ........................... .......................... . . . . . . . . . . . . . . . . . . . . . ., ... ·················••«•<' ····················· ................ ··············· ............ 2010 ,8/31/ ~lso I T iii I I I A39 3'3 A38 ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER DATE ~ ff<¢· oM -- I T / SEHER DRAIN 1,,-X~ER 0 A 4B JY2 11 A50 3b ----- A1 41 -~; '~ I ~~1 Ii "~ ; A52 2i ), 33 I" A53 24 A54 17 111 ' ASX DRIP l~IC:sATION LEC=ND IEil FOT ABLE METER B BACKFLOW PREVENTER ~ PRESSURE REC:sULATOR Lk:1 MASTER VALVE ~ FLOW SENSOR lffl CROSS CONNECTION TEST STATION --MAINLINE AND CONTROL HIRES, SIZED AS LABELED •=• MAINLINE IN SLEEVE === HIRE CONDUIT h. l~IC:sATION CONTROLLER EB BALL VALVE S REMOTE CONTROL VALVE @ QUICK COUPLER VAL VE ~ FULL eox A66REVIATIONS IF.O.C. FACE OF CURe e.o.c. 6ACK OF CURe APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. INSPECTOR z :5 c.. 1- ...J -::, co I Cl) <( Ll-1 1/30/01 CITT L.ANDSCAFE el.leMITTAL. I SH3EET I CITY OF CARLSBAD I SHEETS I ~/1/01 CITT L.ANDSCAFE ~Sl.leMITTAL. 22 l-;~;';/2;;-:;6'-';/0;;;;1--------i~c~,rr~L.~AN~D~SC:='A:;':FE~~=~:';;ue=,:;;11TT:;:;';A';"L.----t---t---+---t-----i PLANNING DEPARTMENT 1--c-~=+------t~~~~~~~=""""'==:-:-,-----+---;---;----t-------1 4/l&/01 CITY L.ANDSCAFE ~eueMITTAL. ~/10/01 CITT L.ANDSCAFE ~SUSMITTAL. 1/12/(l)1 A&-elJIL.T Coastline Community 2215 CAI.LE BARCELONA ARROYO LA COSTA CHURCH SITE CARLSBAD, CALIFORNIA 92008 Church g 0 C \ st£S.1U-1 .», ,-ctl,l'I=, --7 r a E,E,' FROM L !GI-IT FOLE XIS TING 2, 1 SLOPE REMAIN l ~~~~e-!;;;;;_~_?3 \'•e• '!,' .o.: FOLE F A18 IE> I" A17 26 ~ LIGI-IT FOLE -A~8~, ~ I" A9 I" DRIP KEY MAP 31 '----I------ A25 A24 27 .3" i,..tA TER MAIN 4 i,..t!RES I I I F E f I A4 I" A5 I II ' A6 I" rt- "' JI nr--/ . LIGl-ltlFOLE .3" i,..tA TER MAIN • i,..t!RES !GI-IT POLE 1 20 A7 22 1" ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGi NEERING PLANCHECKER DATE I IRRIGATION LEGEND IEi] FOT A6LE METER B 6ACKFLOl--l PREVENTER ~ PRESSURE REGULATOR IYl MASTER VALVE ~ FLOW SENSOR Im CROSS CONNECTION TEST STATION --MAINLINE AND CONTROL i,..t!RES, SIZED AS LA6ELED •=•MAINLINE IN SLEEVE ===WIRE CONDUIT 1::.,. IRRICilATION CONTROLLER EB 6ALL VAL VE S REMOTE CONTROL VALVE @ QUICK COUPLER VALVE Eill FULL eox ABBREVIATIONS ,F.O.C. FACE OF CURB 6.0.C. BACK OF CURB APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. BUILT" z ::i a.. 1- ...J -:::, co I (/) <( Ll-2 7.l'1Y7 DATE REV!ll BY• . n er -E:ilLE?it: INSPECTOR DATE l/312)/01 CITY LANDSCAPE eueHITTAL I SH4EET I CITY OF CARLSBAD I SHEETS I t-;3;c.,,~c,':-'::~=:a1 t---+;=:=;~':---;"t:c'-=~7~::'~:":~=-'====:":::=-=:;::::;':'~~,=----+----t---+--t----; PLANNING DEPARTMENT 2 2 r47./~18,'':'::0:::'1t---+c=::1=r.,,'--""LAN"'-:=D-=-sc'='A-:":PE=-'RE=='sueM~-=:1T'=r"'AL==----+----t---+--t----; !;/10/01 CITY LANDSCAPE RESUeHITT AL 1/12/01 AS-elJIL T Coastline Community Church 2215 CALLE BARCELONA ARROYO LA COSTA CHURCH SITE CARLSBAO, CALIFORNIA 92008 \ ) I \ I I \ I I I ' \ I \ ' \ \ \ " \ 0Dts\t~ r-----~ . ~ L--1 /I .. ,/'/ \ \ -~-+---\ ----~ ~ I I I ' I I I I I \ \ I I I I I .,,,-- .,,,-- I I I I / I I I I I I I I I I / / /' _,.,,. / / / / / ......•...... , .....•..•.... .......................... ··•······················· .......................... ........................... .......................... . . . . . ,. ................... . ················-····-···· / ........................... . ....•.... ·•··· .......... .. . . ...... , .................. . .......................... ......... , .. , .... , ....... . .......................... .......................... ......................... ........................ .......... " ..... . ................ /' / / .> /u> -;:;, / ~ / %, ! A26 I" lb A29 2"WATER MAIN 4 WIRES 28 A28 15 -----K--- 1" WATER MAIN 4 WIRES I" / A12 . 21 A13 31 1111a () ('I ' "')~ ·~ '\c,,'-<I~ \ L ·~~ .,,._ ', I I '\ . I LE A11 DRIP I" 'F!iaOM 6ACK OF SIDEWALK \ IRRIGATION LEGEND 1B FOT A6LE METER 8 6ACKFLOW FfeVENTER ~ Ffe55Ufe feGULATOR oci MASTER VALVE !:fl FLOW SENSOR lffl CROSS CONNECTION TEST STATION --MAINLINE AND CONTROL WIRE5, 51ZED A5 LA6ELED •=•MAINLINE IN 5LEEVE ===Wife CONDUIT ~ IRRIGATION CONTROLLER EB 6ALL VALVE S feMOTE CONTROL VALVE @ QUICK COUPLER VAL VE fi:l FULL 60X A66feVIATIONe ,F.O.C. FACE OF CUR6 6.0.C. 6ACK OF CUR6 z <( _J a.. 1- _J -::::, m I ~ Ll-3 ~ I A:,,o I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. BUIL T 11 FRONT OF VAL VE 60X 12" FROM FACE OF CUR6, TYPICAL ALL VALVES IN Tl-!IS MANIFOLD ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER DATE 1}1~7 DATE 1JU)101 c1TY LANDeCAl"'E eue111TTAL I sH5EET I CITY OF CARLSBAD I SHEETS [ 3/1/01 CITY LANDSCAl"'E l'Ee\JeMITT AL 2 2 l-:;3:"::/2:76-;;/0;;::;t----+c=-=1T='Y=-'L:="AN:':-=D~6C='A;':;l"'E::;:-;RE:=eu:'::eM=.ITT;:;AL';';'-----+--t--t----t----1 PLANNING DEPARTMENT -~c=t---+~~~~--'-,='----c:--,:-----t----i----;----;i-----i 4/l&/01 CITY LANDSCAl"'E l'EeueHITT AL 5/10/01 CITY LAND6CAl"'E l'Ee\JeMITT AL 1/12/01 M-elllLT Coastline Community 2215 CAL!.E BARCELONA ARROYO LA COSTA CHURCH SITE CARLSBAD, CALIFORNIA 92008 Church ) IRRIGATION MAINLINE / EQUIPMENT LEGEND SYM6OL DESCRIPTION MANUFACTURER / MODEL " REMARKS F'OC POINT OF CONNECTION --AFFROXIMATEL Y WI-IERE Sl--l(';lWN, FIELD VERIFY l!:!J POT A6LE WATER METER 6Y OTl4ERS SEE FLAN NOTES FOR DESIGNATION AND SIZE. VERIFY ACTUAL LOCATION, SIZE, AND WATER PRESSURE IN FIELD FRI TO COMMENCING WORK AND PURCHASING EQUIPMENT B 6ACKFLOW DEVICE 11"2" WILKINS 'a15XLVSR F'RE-PLUM6ED APPROX. WHERE SHOWN, FIELD VERIFY EXACT LOCATION 6ACKFLOW STATION WITH WILKINS MODEL 'Y6" PROVIDE CONCRETE PAD AS REQ'D WYE STRAINER AND WILKINS MODEL "6R4" PRESSURE REGULATOR &:. IRRIGATION CONTROLLER (2) RAIN 6IRD ESP-32MC FIELD VERIFY EXACT LOCATION WI OWNER'S AUTOMATIC IRRIGATION CONTROLLERS REPRESENTATIVE, SEE PLAN FOR EXACT MODEL NUM6ER NO SYM. CONTROLLER ENCLOSURE VIT STRONG60X S6-I8DSS INSTALL FER MAUFACTURER'S RECOMMENDATIONS NO SYM. CONCRETE IRRIGATION CONTOLLER PAD CONTRACTOR FA6RICATED PROVIDE CONCRETE PAD AS REQ'D. COORDINATE FINAL LOCATION W/ OWNER'S REPRESENTATIVE. @] I2rZ> VOLT ELECTRICAL POWER --TO 6E PROVIDED 6Y ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD V MASTER VALVE RAIN 6IRD-2rZ>lZ)-EF6-CP-PRS-D APPROX. LOCATION, FIELD VERIFY F5 FLOW SENSOR rAIN 6IRD FS-ISIZ>F INSTALL FER MAUFACTURER'S RECOMMENDATIONS REMOTE CONTROL VAL VE RAIN 6IRD XXX-FES6R-PRS-D SIZE AS NOTED, APPROX. LOCATION, FIELD VERIFY 6ALL VALVE SPEARS "TRU-UNION" LINE SIZE FOR MAINLINE ISOLATION NO SYM. RAIN SENSOR RAIN 6IRD RSD-6Ex MOUNT TO ENCLOSURE, FIELD VERIFY EXACT LOCATION C•l NON-FOTA6LE QUICK COUPLER VALVE NELSON .-,1&4& VERIFY ACTUAL LOCATION IN FIELD ---PURPLE, NON-POT ABLE PVC PRESSURE FW FIFE "RECLAIMED WATER PVC CLASS 315 FOR 2• AND LARGER FIFE (MAINLINE) DESIGNATION" OR EQUAL PVC SCH 41Z> FOR 1-1/2" AND SMALLER PURPLE, NON-POT ABLE PVC PW FIFE "RECLAIMED WATER PVC CL 2lZ)IZ> NON-PRESSURE PIPE <LATERAL> DESIGNATION" OR EQUAL -------PRESSURE FIFE SLEEVE F'I--I FIFE "RECLAIMED WATER DESIGNATION' PVC SCI-I. 4rZ>, 2X DIA OF SLEEVED PIPE MIN. ----------NON-PRESSURE FIFE SLEEVE F'I--I FIFE "RECLAIMED WATER DESIGNATION' PVC SCH, 41Z>, 2X DIA OF SLEEVED FIFE MIN. --------1-llRE CONDUIT F'I--I FIFE 'RECLAIMED WATER DESIGNATION' FVC SCI-I. 40, 2X SIZE OF WIRE 6UNDLE. SEE DETAIL FOR DEPTH NO SYM. WIRE CONNECTOR SPEARS DRI-SFLICE FOR ALL WIRE SPLICES BELOW GRADE NO SYM. ANTI-DRAIN VALVE RAIN 6IRD ACV SERIES INSTALL ON ALL 5FRINKLER5 WITH LOW HEAD DRAINAGE NO SYM. SPRING CHECK VAL VE KBI LINE SIZE 6Y LATERAL LINE, INSTALL DOWNSTREAM OF EACH RCV 1-lHEN RCV 16 HIGHER THAN THE SPRINKLER HEADS N SWING CHECK VAL VE K6I LINE SIZE BY LATERAL LINE, INSTALL DOWNSTREAM OF EACH RCV WHEN RCV 16 LOWER THAN Tl-IE SPRINKLER HEAPS Q!) RECLAIMED WATER "DO NOT DRINK" SIGN --INSTALL WHEN RECYCLED WATER BECOMES AVAILA6LE FER WATER DISTRICT MANUAL, SEE FLAN FOR LOCATION. NO SYM. THRUST BLOCK --FOR USE WITH 3" AND LARGER PLASTIC FIFE ~ DRIP REMOTE CONTROL VALVE ASSEM6L Y RAIN BIRD XCZ-11Z>IZ)-6FF APPROX. LOCATION, FIELD VERIFY. DO NOT EXCEED 1& GF'M NO SYM. DRIP TU6ING NET AFIM TLCVl&-12lZ)2S INSTALL FER MANUFACTURER'S RECOMMENDATIONS NO SYM. DRIP FITTINGS NET AFIM < ASSORTED MODEL NO.'S) INSTALL FER MANUFACTURER'S RECOMMENDATIONS. SEE DETAIL A SHEET Ll-'a FOR FARTS. NO SYM. DRIP TU6ING STAPLES NET AFIM TL&b INSTALL FER MANUFACTURER'S RECOMMENDATIONS IRRIGATION SPRAY t-4EAD LEGEND SYM60L SPRAY HEAD DESCRIPTION MANUFACTURER I MODEL " RADIUS PSI GALLONS FER MINUTE 56 T L5T IR&T36lZ) 18lZ) 120 'a!Z) SST LSTIR&T 31&0 100 1212) ~ 0 r, A C 6" SHRU6 FOP-UP SPRAY HEAD RAIN 6IRD I806-SAM-PRS WI I8-VAN SERIES NOZZLE 18' 30 S,32 2.b6 2.12) 1.33 61\ r, r, C I&' SHRU6 F'OF'-UF' SPRAY HEAD RAIN 6IRD I006-SAM-PRS WI I5U SERIES NOZZLE IS' 312' 3.112) 1.85 1.23 0.':12 0 0 0 0 6' SHRU6 FOP-UP SPRAY HEAD RAIN 6IRD I001&-SAM-FRS WI I2U SERIES NOZZLE 12' 312' 2 ·'°"' l.3lZ) 0,81 iZl.6S 0 0 0 0 I&" SHRU6 FOP-UP SPRAY 14EAD RAIN 6IRD IW6-SAM-PR5 WI liZIU SERIES NOZZLE liZI' 312' 1.<&4 11),82 IZ),!:',S i:!',4I ® e e 0 I&' 5HRU6 FOP-UP SPRAY HEAD RAIN 6IRD 1001&-SAM-PRS W/ 8U SERIES NOZZLE 8' 3,z; 1.(1)!:', IZ).S2 iZl.3S IZ) .26 e ® ® 6' SHRU6 FOP-UP SPRAY HEAD RAIN BIRD 1006-SAM-F'R& WI E>-VAN SERIES NOZZLE 6' 312' iZl.6,Z, ,Z,,4':l 0.31 • □ 1"'71 • 12' 5HRU6 FOP-UP SPRAY HEAD 12] □ RAIN 6IRD I812-SAM-FRS W/ ISU SERIES NOZZLE IS' 312' 3.1,Z, 1.8S 1.23 /Z), ':12 0 tJ B □' 12' 5HRU6 FOP-UP SPRAY HEAD RAIN 6IRD I812-SAM-FRS WI I2U SERIES NOZZLE 12' 3/2) 2.6/2) 1.312) IZ),81 IZ),6S l2l □ B □ 12' 5HRU6 POP-UP SPRAY HEAD RAIN 6IRD 1812-SAM-FRS W/ l0U SERIES NOZZLE 10' 30 1.64 0.82 0.SS rZ>.4I 81 B a [@ 12" 5HRU6 FOP-UP SPRAY HEAD RAIN 6IRD I812-SAM-PRS WI 8U SERIES NOZZLE 8' 312' 1,(1)!:', IZ) .S2 IZ),35 rZ>.26 El 19 ~ 12' 5HRU6 FOP-UP SPRAY HEAD RAIN 6IRD I8I2-SAM-F'R& WI b-VAN SERIES NOZZLE 6' 312' IZ).60 IZ),4'a IZ).31 ,. ,. 12" 5HRU6 FOP-UP SPRAY HEAD RAIN 6IRD 18I2-SAM-F'R& WI 4-VAN SERIES NOZZLE 4' 0.4S rZ>.2':l §3 12" 5HRU6 POP-UP SPRAY HEAD RAIN 6IRD I812-SAM-F'RS WI 15RSTl1!:iL&T NOZZLE 4' X JE',' 30 IZ),4'a El 12" SH~16 FOP-UP &FRAY HEAD RAIN 6IRD 1812-&AM-PRS f;,1/ IS SST NOZZLE 4' X 3!Z>' 312) 1.21 ,t:,t:ALL FOP-UP SPRAY HEADS SHALL 6E INSTALLED 1-llTI-I NON-FOTA6LE COVER (RAIN 6IRD MODEL NO. 10012) NF COVER)** REFER TO 12' FOP-UP 51-1RU6 ROTOR ON RISER RAIN BIRD FA8S-NF-FRS REFER TO 12" FOP-UP SYMBOLS ABOVE FOR USE ON ROTOR HEAPS FARTHER THAN S, FT. FROM HARDSCAFE VARIES 312' GALLONS-FER-MINUTE A6OVE 0 6" 5HRU6 POF'-UF &FRAY HEAD RAIN 6IRD f81Z)b-SAM-FRS W/ 5CST-6 NOZZLE 3' 30 IZ) .S • 6" 5HRU6 FOP-UP &FRAY HEAD RAIN 6IRD I8'Z)h-SAM-F'R5 WI 1-lUNTER IND. F'CN 5€> NOZZLE 3' 30 0.S ,. 6U66LER ON FOP-UP SPRAY HEAD RAIN 61RD 180b-SAM-PRS WI 1-11.NTER IND. PCN &fl NOZZLE (2 PER TF/EEJ 3' 30 0.!;(f.0) IRRIGATION ROTOR LEGEND SYM6OL SPRAY HEAD DESCRIPTION MANUFACTURER I MODEL " RADIUS FSI GALLONS FER MINUTE 'alt) 100 36,Z, <FEET) ':1/Z) 100 3blZ) (A) (S) (C) b" SHRUB POF-UF ROTOR HUNTER F'GJ-IZ)6-R-.1Sl1.Sl3.!Z) 16-18 4IZ) 0.1& LS 3.12' © ® ® 6" SHRU6 FOP-UP ROTOR HUNTER FGJ-iZll&·R-LiZl/2,,Z,14.0 l'a-25 4IZ) 'Z>.61 1.3 2.1 @ ® CD 6" SHRU6 FOP-UP ROTOR HUNTER F'GF ARVl3RV-LIZ)/3.iZIIS.iZi 2S-28 4IZ) 1.IZ> 1.8 3,1 Q) ® Ch) 6" SHRU6 FOP-UP ROTOR HUNTER F'GP ARV/3RV-2.IZ)/4.'2'/8.IZ) 2':l-33 4IZ) 1.4 2,4 4.':l @ @ @ 6" SHRU6 FOP-UP ROTOR HUNTER F'GF ARVl3RV-3.IZ)/b.0/S.0 34-31& 412) Le 3.1 6.0 A 6 C 12" SHRU6 POP-UP ROTOR HUNTER F'GJ-12-R-.1S/I.S/3.IZ> ti&-I8 4IZ) 0.15> LS 3.12) D E F 12" SHRU6 FOF-UF ROTOR HUNTER FGJ-12-R-1.0/2.IZ)l4.iZI l'a-2S 4IZ) 'Z>.6! 1.3 2.1 ~ [Bl OJ 12" SHRU6 POF-UF ROTOR HUNTER F'GH ARVl3RV-L0/3.IZ)/5.IZ) 2!:i-28 4IZ) LrZ> 1.8 3.1 QJ igJ [jJ 12" SHRU6 POF-UF ROTOR HUNTER FGH ARVl3RV-2.iZll4.0/8.iZI 2':3-33 412) 1.4 2.4 4.'a [BJ [8] [Q] 12" SHRUB FOP-UP ROTOR HUNTER F'GH ARVl3RV-3.!Z)/l&.0/'a.0 34-36 4IZ) 1.8 3.1 6,0 REFER TO 5YM6OLS SHRU6 ROTOR ON RISER HUNTER F'GS-ARVl3RV-XX REFER TO FLOl-46 AeoVE FOR USE ON ROTOR HEADS FARTHER THAN S FT. FROM HARDSCAFE VARIES 40 AeoVE ABBREVfATfONS: RAP.= RADIUS ADJ.= ADJUSTA6LE VAN= VARIA6LE ARC NOZZLE VAR= VARIA6LE LST= LEFT CORNER SPRAY RST= RIGHT CORNER SPRAY 55T=SIDE &TRIP SPRAY NF= NON-POT A6LE REMOTE CONTROL VAL VE CALLOUT: STATION SEQUENCE'----J--61 3'9-----vALVE DISCHARGE -+----a--:=-=-(APPROX.GALLONS VALVE SIZE----I 1-1/2" PER MINUTE) DETAILS --- OR CI Ll-5 A I LI-S A,6 / LI-S 6 / LI-& --- E / LI-& F / LI-& GI LI-& D / LI-& A I LI-S CI Ll-6 6 / Ll-6 B / LI-I& A/ Ll-6 A I LI-I& A I LI-I& D / Ll-1 Gs I Ll-b CI Ll-1 CI Ll-1 B / Ll-':l F / Ll-8 E / Ll-1 6 / Ll-'a A I Ll-':l A I Ll-'a A I Ll-'a DETAILS A I Ll-1 A I Ll-1 A I Ll-1 A I Ll-1 A I Ll-1 A I Ll-1 A I Ll-1 A I Ll-1 A I Ll-1 A I Ll-1 A I Ll-1 A I Ll-1 A I Ll-1 A I Ll-1 6 I Ll-1 A I Ll-1 AILl-7 A I Ll-7 DETAILS F I LI-lo F I Ll-6 F I Ll-6 F / LI-I& F / Ll-6 F / LI-<& F / Ll-6 F / Ll-6 F I Ll-6 F / Ll-6 GI Ll-6 IRRIGATION NOTES 1. THESE SYSTEMS ARE DESIGNED TO SUPPLY A MINIMUM OF 3,Z, FSI AT THE SPRINKLER HEAD AND 4IZ) PSI AT THE ROTOR HEAD WITH JSIZ) PSI AVAILA6LE AT THE POINT OF CONNECTION LOCA TEP ON CALLE 6ARCELONA. REFER TO CIVIL DWGS AND IRRIGATION FLAN SHEET Ll-1 FOR LOCATION OF F.O.C. -FIELD VERIFY AS REQUIRED. 2. O6TAIN A STATIC !,,IATER PRESSURE READING AT THE POINT OF CONNECTION PRIOR TO ORDERING ANY IRRIGATION MATERIALS AND PROCEEDING WITH INSTALLING IRRIGATION SYSTEM. IF THE WATER PRESSURE FOUND IS DIFFERENT THAN &HOWN ON FLANS, CONTRACTOR SHALL CONT ACT Tl-IE LANDSCAPE ARCI-IITECT FOR FURTHER INSTRUCTIONS. 3. IRRIGATION MAINLINE I EQUIPMENT 15 SHOl-lN DIAGRAMMATICALLY. INSTALL ONLY IN PLANTING AREAS. INSTALL MAINLINE WHENEVER POSSIBLE WITHIN 24" OF EDGE OF PAVING, 4. VERIFY EXACT LOCATION OF ALL UNDERGROUND UTILITIES AND A60VE GROUND O65T ACLES WITHIN THE WORK AREA PRIOR TO START OF CONSTRUCTION, IF A CONFLICT EXISTS 6ETWEEN O6ST ACLES AND THE PROPOSED WORK, CONTRACTOR SHALL FROMFTL Y NOTIFY LANDSCAPE ARCHITECT TO ARRANGE FOR RELOCATIONS, IF REQUIRED, PRIOR TO START OF CONSTRUCTION, S. INSTALL SHUT-OFF VALVES, QUICK COUPLING VALVES, AND REMOTE CONTROL VALVES ADJACENT TO PAVEMENT AND PEDESTRIAN PATHS WHERE OCCURRING (12' MAXIMUM FROM SUCH EDGES) IN PLANTING AREAS. 6. SYSTEMS SHALL 6E INSTALLED AND ADJUSTED TO KEEP APPLIED WATER AND RUNOFF OFF OF ALL PAVING, OTHER NON-INTENDED AREAS AT ALL TIME&. THIS SHALL WALKS, AND INCLUDE THE SELECTION OF THE 6EST DEGREE ARC TO FIT THE SITE CONDITION& AND ADJUSTING THE FLOW CONTROL STEM AT EACH REMOTE CONTROL VALVE TO 06TAIN THE OPTIMUM OPERATING PRESSURE FOR THAT SYSTEM. 1. LOW HEAD DRAINAGE, WHERE OCCURS, SHALL 6E STOPPED WITH THE USE OF SPRING Cl4ECK VAL VE&. SPRING CHECK VALVES &HALL SE INSTALLED ON THE RISER A5SEM6L Y OF Tl-IE SPRINKLER WHERE LOW i-lEAD DRAINAGE OCCURS. 8, ALL LATERAL LINE END& SHALL 6E SIZED 314" UNLESS SHOWN OTHERWISE. 'a. ALL IRRIGATION LINES UNDER PAVING AND THROUGH WALLS, FOOTINGS, ETC. SHALL 6E SLEEVED WITH PVC SCH 41Z) FIFE, SLEEVE SHALL 6E 2 TIMES THE DIAMETER OF THE PIPE TO 6E SLEEVED, MINIMUM. IT 15 THE RESFONSl6ILITY OF THE CONTRACTOR TO COORDINATE THE INSTALLATION OF SLEEVING WITH OTHER TRADES. IIZ>. CONTROL WIRES UNDER PAVING SHALL 6E INSTALLED IN PVC SCH. 40 SLEEVES AT LEAST 2 TIMES THE DIAMETER OF THE WIRE 6UNDLE. KEEF SEPARATE FROM WATER LINE SLEEVES. 11. UPRIGHT GROWING SHRU6S SHALL 6E PLANTED NO CLOSER THAN 3 FT. FROM SPRINKLER HEADS, FROM SPRINKLER HEAD CLOSER TO OUTSIDE EDGE OF SHRU6 FOLIAGE. SPRAY AND ROTOR NOTES 12. ALL SPRINKLER HEADS SHALL BE ADJUSTED AS REQUIRED, AS TO HEIGHT, COVERAGE PATTERN, OR SPRINKLER HEAD ORIENTATION, SO AS NOT TO ALLOW 6LOCKAGE OF SPRAY PATTERN 6Y PLANT MATERIAL, OR MISALIGNED COVERAGE PATTERN THAT MAY CAUSE PLANT DECLINE OR DEMISE. 13. ALL PLANTINGS SHALL 6E FULLY WATERED-IN UPON PLANTING. DO NOT RELY SOLELY UPON THE SPRINKLER SYSTEM. UTILIZE SUPPLEMENTAL HOSE WATERING AS REQUIRED, INITIALLY AND PURING THE PLANT EST A6LISHMENT PERIOD, TO ENSURE ALL PLANTINGS RECEIVE ADEQUATE WATER TO THE ENTIRE ROOT ZONE. 14. IRRIGATION SYSTEMS ARE TO 6E INSTALLED AS 5HOl-4N ON PLANS AND IN ACCORDANCE WITH THE CRITERIA AND STANDARDS OF T14E LANDSCAPE DEVELOPMENT MANUAL AND OTHER AFFLICA6LE ST AND ARDS AS OF Tl-IE APPROVED DATE OF THESE FLANS. 15. USE TWO WRAPS OF THREE-QUARTER INCH (314") TEFLON TAPE FOR ALL THREADED CONNECTIONS. 16, ALL EXPOSED FIFE AND JOINT& SHALL 6E SHADED WHENEVER TEMPERATURES EXCEED 1012' DEGREES FAHRENHEIT. 11. PROVIDE PULL 6OXES FOR CONTROL 1-llRING AT ALL CHANGES IN DIRECTION GREATER THAN FORTY-FIVE (45) DEGREES AND WIRE RUNS EXCEED THREE HUNDRED FEET (31Z)IZ)') IN LENGTH. SPLICES SHALL 6E MADE IN PULL eoxes OR CONTROL VALVE 60XES ONLY. IS. ALL SPRINKLER HEADS &HALL 6E SET PERPENDICULAR TO THE FINISH GRAPE OF THE AREA TO 6E IRRIGATED UNLESS DESIGNATED ON THE FLANS. ADJUST THE ANGLE OF RISERS FOR SPRINKLER HEADS ON SLOPES FOR OPTIMUM COVERAGE AND MINIMUM OVERTHROW OF SPRINKLER HEAPS. IS. THE CONTRACTOR SHALL NOT WILLFULLY INST ALL THE SPRINKLER SYSTEM AS 5HOWN ON THE DRAWINGS WHEN IT 15 O6VIOU5 IN THE FIELD THAT O65TRUCTIONS, GRADE DIFFERENCES OR AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE SEEN KNOWN DURING THE DESIGN. SUCH O6STRUCTIONS OR DIFFERENCES SHALL eE 6ROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT THI& NOTIFICATION 15 NOT PERFORMED, THE CONTRACTOR SHALL 6E RESPONSl6LE FOR ANY REVISIONS NECESSARY. 20. MONITOR THE AUTOMATIC CONTROLLER SCHEDULING CAREFULLY DURING THE MAINTENANCE PERIOD AND ADJUST THE RUN TIMES ACCORDINGLY &O THAT ALL AREAS RECEIVE ADEQUATE 6UT NOT EXCESSIVE MOISTURE. SHORT SETS WITH REPEAT CYCLES ARE PREFERRED TO SINGLE LONG SETS OF RUN TIMES. ADJUST START TIMES TO ALLOl-4 A MINIMUM OF ONE (1) i-lOUR 6ETWEEN REPEAT CYCLES. EXTEND PAYS 6ETWEEN WATERING AS FAR AS PRACTICAL FOR THE SEASON. CHANGE IRRIGATION RUN TIMES MONTHLY TO MATCH EVAPOTRANSPIRATION CONDITIONS. 21. PROVIDE DETECT A6LE WARNING TAPE FOR ALL MAINLINE <PRESSURE FIFE> RUNS, 22. PROVIDE 18" (MIN,) COVER OVER ALL IRRIGATION CONTROL WIRES RUNNING SEFARATEL Y FROM MAINLINE. 23. Tl4E FINAL AS-6UIL T FLANS SHALL 6E DRAFTED CLEARLY TO THE &ATISFACTION OF THE CITY OF CARLS6AD. THE FINAL IRRIGATION AS-6UILT DRAWINGS WILL 6E REQUIRED TO 6E REVIEWED AND APPROVED 6Y THE CITY OF CARLSBAD. FINAL MYLARS WILL 6E REQUIRED TO eE APPROVED AND SIGNED 6Y THE CITY CARL56AD PRIOR TO THE PLANNING DEPARTMENT SIGNING THE PERMIT CARD . 1. POP UP HEADS SHALL 6E USED IN THE RIGHT-OF-WAY AND WHEREVER WITHIN 10' OF ANY HARDSCAPE. TURF QR OTHER AREA WHERE PEDESTRIAN TRAFFIC MAY OCCUR. 2. ALL HEAPS INSTALLED ON RECYCLED WATER SYSTEMS SHALL HAVE A FACTORY INSTALLED PURPLE RECLAIMED WATER COVER (RAIN 6IRD MODEL NO. 1812)12) NF COVER> 3. RADIUS REDUCTIONS ON SPRAY HEADS, WHERE REQUIRED, ARE TO 6E ACCOMFLISHE USING APPROPRIATE RAIN6IRD PCS SCREENS (AS DIRECTED 6Y LANDSCAPE ARCHITECT) 4. GPM SHOWN AT UNADJUSTED FULL FLOW S. ADJUST SPRAY TO SUIT SITE CONDITIONS. (J) w l-o z 0 z <( 0 z w C) w _J z 0 -~ C) -0:: 0:: - Ll-4 MW p A A CALIFORNIA CORPORATION MW PELTZ+ ASSOCIATES LANDSCAPE ARCHITECTURE SOLANA BEACH, CALIFORNIA 858.481.0888 / RLA 2010 ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER DA TE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. II AS BUILT" TITLE ______ _ DATE REVIE'.IED BY• INSPECTOR DATE I~~::; ;:~ ~=:;~~ :611~~AL I SH6EET I CITY OF CARLSBAD ~2 1--:3=.:/2,,c6-=/f/!)==,:1---+c""1"--TY'---'='l..A:::,.ND=.,::SC,:,Ac::,FE-"'-'Fi1EC::,:,,eu""'eM"'-"-ITT'-'-"'Al..=-----+---+---+--t----l PLANNING DEPARTMENT ~ 1-c-~=+-----+"'-'-'-'--=-"=~~~=~~~---+---+---+--t-----t 4/la/01 CITY l..ANDSCAFE Fi1EelJeMITT Al.. &/10/01 CITY l..ANDSCAFE l'eeueMITT Al.. DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL Coastline Community Church 2215 CAU.E BARCELONA ARROYO lA COSTA CHURCH SITE CARLSBAD, CALIFORNIA 92008 DWN BY: __ CHKD BY: __ RV'.ID BY• PROJECT NO. SDP 02-16 DRAWING NO. 423-IL .., r- n 2 1------1-I I ;3}------"'1 LJ 1...---r74 i i ]--------! l !-® :_~11 :~·~1 1--~--• - '--, n\j;:;· _"i'i, F----'IHr_..J._iT::. i ·!I'-..'.. 0 RAIN SEN50R 0 PEDESTAL MOUNT, 6ACK-T0-6ACK, AUTOMATIC IRRIGATION CONTROLLER @CONTROLLER ENCLOSURE WITH HINGED DOORS EACH SIDE. (SEE LEGEND FOR MODEL) C±) ON/OFF DISCONNECT Sv-llTCH W/ 1112> V. GROUNDED OUTLET AND GROUND FAULT CIRCUIT INTERRUPTER @ HEAVY DUTY FREWIRED TERMINAL STRIP @8" MIN. <SLOPE Av-lAY FROM FEDEST AL ON ALL SIDES> G) 2" A60VE FINISH GRADE <TYF.) @ 110 VAC FOI--IER ON INDEPENDENT CIRCUIT IN RIGID CONDUIT SLEEVE. @12" MIN. @ DIRECT BURIAL COFFER CONTROL WIRE TO REMOTE CONTROL VALVES. (6UNDLE 4 TAPE AT 112> FT INTERVALS) (ii) :3" DIA. PVC SCH 812> LONG SWEEP ELL FOR CONTROL WIRE& @COFFER GROUNDING ROD (S/8" DIA. X ':lh") CONNECTED TO ENCLOSURE 6ACKFLATE QV POURED CONCRETE FOOTING E>" MIN. THICKNESS AND A& REQUIRED 61 MANUFACTURER'& INSTRUCTIONS WITH 6ASE 60LT&. 0 FEDE5T AL MOUNT CONTROLLER NO SCALE 2 ----@ 0 13ALL VAL VE NO SCALE CD EXPANSION COILS, :31Zl INCH LINEAR LENGTH OF WIRE, COILED (D ID TAG @ V'IATER PROOF CONNECTION @ MASTER CONTROL VALVE WI FACTORY INSTALLED, PURPLE, "RECYCLED WATER" HANDLE CD FINISHED GRADE IN TURF AREAS @ PURPLE, RECYCLED WATER, PLASTIC RECTANGULAR VALVE 60X WITH 60LT DOWN COVER, USE &T AINLE&& 60L T, NUT, AND WASHER. BOX TO 6E PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT 6RAND "BV" ONTO LID. PURPLE IN COLOR. @ PVC 6ALL VALVE, SEE LEGEND FOR SPECIFICATION @ FINISHED GRADE IN &HRU6 AREA& @ PRE55URE SUPPLY LINE DEPTH A5 PER 5PEC.5. @ 6RIC.K SUPPORTS G) DUAL UNION C.ONNEC.TIONS AS PART OF BALL VALVE @ LANDSCAPE FABRIC. @ B/4" ROC.K, I C.UBIC. FT. NOTE, I. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF 6ALL VALVE INSTALL AT RIGHT ANGLE TO HARDSCAFE EDGE, INSTALL VALVE OFF-CENTER IN eox. 2. INSTALL VALVE eox EXTENSION& AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAIN LINE DEPTH. @ PURPLE COLORED, RECYCLED WATER, S VALVE BOX WI LOCKING BOLT-DOWN LID ® G) ® ® @ ® @ ® (§ @ (@ @ FINISH GRADE/TOP OF MULCH PVC SCH 812> UNION PVC LATERAL FIFE PVC SCH 40 ELLS (TO ANGLE FIFE TO SPECIFIED ~ERlilt!>-E>" MAX. PVC MAINLINE FIFE PVC SCH 412> ELL 6RICK SUPPORTS I CU. FT. PEA GRAVEL 4" MIN. PVC SCH 812> NIPPLE PVC MAINLINE NOTE, U5E ONLY TEFLON TAPE ON ALL TI-IREADED CONNECTION& 0 REMOTE CONTROL VAL VE NO SCALE 13 G) t 1-•-----1®1-------•-11 1/2" 20' I'::' ·~ 11 -1-- t," (TYP) ,' .. t 1e,i1 .-:··:., -_--,- ! r~c t," (TYF) f . ·•··••···· 18 X 20 CONTROLLE FOOTPRINT NOTE, FLAN VIEW (D :3/4" SCH. 40 PVC SWEEP CONDUIT FOR MASTER VALVE Q) :3/4" SCH. 40 PVC SWEEP CONDUIT FOR FLOW METER @ I" SCH. 4(Z) PVC SWEEP CONDUIT FOR 12(Z)V ELEC. SUPPLY FROM ELECTRICAL METER PEDESTAL @ GROUNDING ROD ® 1-1/2" SCH. 40 PVC SWEEP CONDUIT FOR TELEPHONE @ 2-1/2" SCH. 40 PVC SWEEP CONDUIT FOR ST A TION WIRING (!) 2" SCH. 412> PVC &FARE SWEEP CONDUIT @ CONTROLLER ENCLOSURE CONCRETE FAD @ LENGTH AS REQUIRED (:30" MIN.) VERIFY DISTANCE WITH DIMS. OF CONTROLLER ENCLOSURE AND ADJUST AS REQUIRED VERIFY W/ HYDROSCAFE TEMFLA TE FOR DIMENSION AND LOCATION OF CONDUIT SWEEP WITHIN THE 18" X 20" AREA OF THE CONTROLLER, CALL (8&8) 522-11:3':l. IRRIGATION CONTROLLER CONCRETE FAD NO SCALE 4> CD REMOTE CONTROL VAL VE W/ FACTORY INSTALLED PURPLE "RECYCLED WATER" HANDLE @ 50!.ENOID @ I-IATERPROOF I-IIRE CONNECTORS @ CONTROL I-IIRE 1-1/ 4' MIN EXTRA I-IIRE COILED,~ TAPED AT I~ FT INTE!i!VALS G) @ PVC SCI-! 00 Tl-!READED UNION @ PURPLE VALV'i: eox AND LID I-IITH 6RANCH CIF1CLIIT NUM6ER STAMPED IN LID (SEE SPECS). G) SEE SPEC&. FOR DEF'TI-! @ f'VC PRESSURE PIPE @ PVC SCI-! 00 Tl-!READED RISER OR NIF'f'LE (LENGTH AS REQUIRED) (@ PVC SCI-! 00 FEMALE ADAPTER CTYF') (&XV @ I" IN MULCH AREA @ PVC SCH 00 ELL CS&) @ UNDISTURBED/COMPACTED &U6GIRADE @ 6RICK OR CONCRETE SUPPORT& (END TO END UNDER eox PERIMETER) @ I CU. FT MIN. PEA GRAVEL @ FURFLE RECLAIMED WATER I.D. TAG NOTE: U5E ONLY TEFLON TAPE ON ALL Tl-!READED CONNECTION& NOTES, z r: CD REDUCED PRESSURE PRINCIPLE 6ACKFLOW PREVENTER (D WYE STRAINER (IF SPECIFIED, REFER TO LEGEND) @ BRASS NIPPLES <LENGTH AS REQ'D) @ FINISH GRADE @ THREADED 61 SLIP COUPLING @ PVC PRESSURE SUPPLY LINE, SEE SPECIFICATION G) 12'Xl2"Xl2" CONCRETE THRUST BLOCKS @ BRASS TxT ELL, LINE SIZE @ COFFER TxT ELL, LINE SIZE @ TYPE 'K' COFFER TUBING FROM EXISTING WATER SOURCE. @ 4" THICK CONCRETE FAD SET 2" A60VE GRADE, 18" WIDE @ STAINLESS STEEL ENCLOSURE (IF SPECIFIED, REFER TO LEGEND) @ PRESSURE REGULATOR, SEE PRESSURE LOSS CALCULATION FOR SETTING, Sl-fEET Ll-4 (§ S!-IUT-OFF 6ALL VALVE @ SEE SPECS. FOR TRENCH DEPTH I. INSTALLATION MUST CONFORM TO LOCAL CODES. 2. CONTRACTOR MUST PROVIDE 6ACKFLOW CERTIFICATION. :3. WRAF BRASS NIPPLES WIT!-! :3 LAYERS OF PVC TAPE BEFORE INSTALLING CONCRETE FOOTING. 0 13ACKFLOW PREVENTER NO &CALE 4 Dl!'<ECTION OF FLOW @ SECTION CD SENSOR CA6LE -G) SPLICE WIRE W/ WATERPROOF TYPE CONNECTION& PROVIDED EXTEND TO CONTROLLER 0 FOR FLOW SENSOR ® VALVE eox ® LENGHT OF RUN EQUALS ® WHITE 112> TIMES FIFE DIAMETER FLOv-l SENSOR Cl) ....J -~ UJ 0 ®MASTER VALVE NO SCALE @ 6LACK ® FINISH GRADE @ ® @ LENGHT OF RUN EQUALS S TIMES FIFE DIAMETER NO VALVES, REDUCER&, OR EL60WS IN THIS AREA z 0 - A CAf..lFORNU. CORPORATION MW PELTZ+ ASSOCIATES LANDSCAPE ARCHITECTURE SOLANA BEACH, CALIFORNIA 858.481.0888 I RLA 2010 0 FLOW 5EN5OR NO SCALE ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLAN CHECKER DA TE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. - Ll-5 11 AS BUIL T 11 TITLE ______ _ DATE REVIEl,/ED BY, INSPECTOR DATE 11:w101 crrr LANDSCAPE eueMITTAL I sH7EET I CITY OF CARLSBAD Lm 3/1/01 CITY LANDSCAPE f<EelJeMITTAL l-::3c'=/2c"-6':::/0::;11---,r:c=1TY::',-"L=AN'-"'D::':SCc':':"AFE==-'l'<E='=eu:'::eM=-:::ITT=AL-;c=-----j---t---t---,,---; PLANNING DEPARTMENT i-::4:;.:/l'c-8,"=0="1 ---Jr:c=1TY,.:....::L=AND'-:"'-:SC~APE'::::-'F<E'=:'eu:'::eM='-=1r=rA':"'L~----1--1---t----J---i !i>/10/01 CITY LANDSCAPE F<ESUBMITTAL DATE INITIAL DATE INITIAL DATE INITIAL ENGlNEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL Coastline Community Church IAP(~~T( PLANNING DWN BY: CHKD BY: RV\JD BY: 2215 CALLE BARCELONA ARROYO lA COSTA CHURCH SITE CARLSBAD, CALIFORNIA 92008 4, 'c-ll.Jt PROJECT NO. SDP 02-16 C:, · /2.• 0"7 I DATE DRAWING NO. 423-IL { TfLI..J.T-1· 1 ; i!==i : :: i( 1111 i •.··. =111=./•····· ~-· I ,---~ -------' . eECTION NOTE&, I. NO OTHER TAADEe (ELEC'Tfo<ICAL, LIGHTING) 61-!ALL Uel= THE SAME TRl=NCH AS l~IGATION F'IF'E. 2. PROVIDE 24" OF COVER FOFit DIRl=CT 6URIAL CAeLE. 3. PROVIDE F'VC eCH. 4lZ) eLEEVEe FOR ALL 141Fit!NG AND FIFING UNDER PAVING. 4. NO VERTICAL eTACKING OF IRRIGATION PIPEe IN THE eAME Tfo<ENCH. 05LEEVING NO SCALE CD FINISH GRADE (2) BACKFILL @ PRESSURE MAINLINE FIFE @ DEFTH OF SLEEVES UNDER ROADS 6" OR SMALLER -36" COVER GREATER THAN 6" -4e,• COVER ,t,SCHEDULE Be> PVC DEPTH OF SLEEVES UNDER PAVING <NON-ROAD&) 3" OR SMALLER -18" COVER 3" THROUGH Sv2" -24" COVER 6" OR LARGER -36" COVER ,t,5CHEDULE 4e> PVC i&" MIN. DEPTH OF SLEEVES UNDER ROADS 6" OR SMALLER -36" COVER GREATER THAN i&" -48" COVER ,t,5CHEDULE ee, PVC DEFTH OF SLEEVES UNDER PAVING <NON-ROADS) 3" OR SMALLER -18" COVER 3" THROUGH S½" -24" COVER 6' OR LARGER -31&" COVER ,t,5CHEDULE 40 PVC G) NON-PRESSURE LATERAL PIPE @ CONTROL WIRE 6UNDLE @ 2" MIN. CLEAN SACK.FILL 14"xl9" RECTANGULAR, PURPLE, RECYCLED WATER VALVE eox TYP.1 PURPLE, RECYCLED WATER, QUICK COUPLINu VALVE eox, TYP. 0 0 0 -Fl- NOTE, 0 0 -Fl- 0 0 0.: r: I. CENTER VALVE 60X OVER REMOTE CONTROL VALVE TO FACILITATE SERVICING VALVE. 2. SET RCV AND VALVE 60X AeeEMeLY IN GsROUND-COVER/SHRl.16 AREA WHERE FOSSl6LE. 3. SET 60XES PARALLEL TO EACI-I OT!-IER AND PERPENDICULAR TO EDGsE. 4. AVOID !-IEAVIL Y COMPACTING SOIL AROUND VALVE 60XES TO PREVENT COLLAFSE AND DEFORMATION OF VALVE 60XE6. ® VALVE 60X LAYOUT NO SCALE f=-~~, I f-'-.'-T -, L!.J., l;·1 0 ROTOR ON RISER NO SCALE CD ROTOR HEAD AND NOZZLE WI FACTORY INSTALLED RECYCLED WATER COVER (2) 1-!UNTER STAKING KIT WI PLASTIC ZIF STRAP (MODEL NO. 41&3551) ® RE6AR STAKE (3e>" LONG MIN.) @ 18" ® ANTI-DRAIN VALVE <WI-IERE REQUIRED) @ FINISH GRADE G) PVC 5Ci-!. e,(Z) Ti-!READED RISER (LENGTH AS REQUIRED) @ SWING JOINT A5SEM6L Y <I SCH. W FVC NIPPLE, 2 HARLE>< STREET ELLS, 4 I PVC 5Ci-! W (TT) ELL ) @ FVC LATERAL LINE @ PVC TEE OR ELL NOTE, USE ONLY TEFLON TAPE ON ALL Tl-lREADED CONNECTIONS NOTEe, CD 6ACKFILL (2) FINlel-! GAADE @ 12' MIN. @ ENT CONDUIT OR EQUAL FOR 11,t, VAC 141Rl:e 141TH CAUTION TAPE MARKED "CAUTION ELECTRICAL" AND PLACED DIRl=CTL Y ABOVE CONDUIT. ® 24V l~IGATION CONTROLLER 14IRE 6UNDLE T AFED EVERY IIZ>' O.C. 1"'·1& FT. COIL 14RAP AT EVERY TURN AND VALVE @ 12" G) ® ® @ ® @ 4" MIN. PURPLE, Rl=CYCLED 14ATER PR!:SeURE MAINLINE PIPE PURPLE, RECYCLED 14ATER NON-PRl:SeURE LATERAL PIPE 3' OR SMALLER -18" COVER 3' THROUGsl-l &1-':" -24" COVER 6" OR LARGER -36" COVER 2' MIN. CLEAN 6ACKFILL I. Tl40 OR MORE LATERALe (OR MAIN LINEe) IN THE SAME TRENCI-I el-!ALL eE PLACED elDE-eY-elDE 141TH A 4" MINIMUM CUeHION (BACKFILL) 6ET14EEN Tl-IE F'IFEe FOR 60TI-I f-lORIZONT AL AND VEmlCAL CLEARANCE. MAINLINE 14Ai;.NING TAPE. RUN CONTINUOUSLY ALONG ROUTE OF MAINLINE. LOCATE ONE TAPE IMMEDIATELY ON TOP OF THE MAINLINE PIPE AND ONE 12" A60VE Tl-IE TOP OF MAINLINE. 2. SLEEVE ALL LATERALS. ELECTRICAL, AND MAINLINE UNDER CONCRETE AND APHAL T eURFACES. 3. ALL MEASURl:MENTe FROM TOP OF PIPE TO FINlef-1 GRADE. 0 TRENC~ING NO SCALE -----14 ---® ---1 1--------1@ LllJr--------{13 ®-+-----{14 IRRIGsATION MAINLINE SCI-I. 8IZ) PVC TEE, SxSxT MAINLINE X MANIFOLD SIZE SALL TYPE ISOLATION VALVE SCH tu, PVC UNION MINIMUM 12" SEPARATION BETWEEN ALL VALVE eoxES REMOTE CONTROL VALVE SCI-! 8IZ) FVC UNION IRRIGsATION sue-MAINLINE LATERAL LINE TO SPRINKLERS HARDSCAPE EDGsE INSTALL MAINLINE IS" OFF OF I-IARDSCAFE EDGsE SALL TYPE ISOLATION VALVE SCI-! 8IZ) FVC UNION QUICK COUPLER SWING, JOINT QUICK COUPLER VALVE IN A PURPLE COLORED, RECYCLED ~ATE~ ROUND VAL VE eox NOTE: QUICK COUPLER MANIFOLD TO SE SEPARATE FROM RCV MANIFOLD NOTE, USE ONLY TEFLON TAPE ON 0 VALVE MANIFOLD LAYOUT ALL Tl-lREADED CONNECTIONS Ei-------------No &CALE 3 12 CD CONCRETE CURl:IS, WALKS, OR OTl-!ER IMPROVEMENTS. @6" MIN. -12' MAX. @FINIS!-! GsRADE C£11rZ>' ROUND, PURPLE COLORED, RECYCLED 14ATER VALVE eox WIT!-! LOCKING, LID INSTALL FLUSH TO GsRADE, MAF<K LID "QC' @1" IN GsROUNOCOVER I e!-IRl.16 AREA @I" (])BRONZE 2 PIECE QUICK-COUPLINGs VALVE-I" INLET WIT!-! LOCKING, NON-FOT A6LE, RUSSER COVER @TWO &/8" X 18" VERTICAL RE-6AR 141TH Tl40 STAINLESS STEEL CLAMPS @FVC SCI-I tu, NIPPLE I" X 3" LONG @)8' DIA. PIPE SLEEVE-KEEP SLEEVE FROM l:IEARINC. ON RISER Ofoi< FIFE. @314" TO 1" CRUS!-IED ROCK C.RAVEL- 12' DEEP @PVC SCH. 80 FREFA6RICATED 36"' DEGsfi?EE SWING, JOINT ASSEMeL Y OR FA6RICATE SWING: JOINT WITH, (2) STREET ELLS, (I) T!-IREADED ELL, (I) S.I.S. X 12" NIPPLE, AND (I) S.I.S. X 4" NIPPLE @MAINLINE/ sue-MAIN FITTING: -PVC SCI-I 8IZ) S X S X I" MFT OR e X 1" MPT ELL NOTES, @MAINLINE DEPT!-! VARIES I. WRAF ALL T!-IREAPS 14ITI-! TEFLON TAPE 1-1/2 TO 2 14RAPS MAXIMUM. 2. COMPACT SOILS AROUND VALVE eox TO 80% OF ORIGslNAL DRY DENSITY. 3. INSTALL !-!EADS -UP MAF<KING FLAC. ON VALVE eox LID. CONTRACTOR TO MAINTAIN MAF<KING: UNTIL PROJECT le COMPLETE. 4. FURNIS!-1 FITTINGS AND FIFING, NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLINc. VALVE INLET SIZE. &. QUICK COUPLER VALVES Sl-!ALL SE OF A TYPE APPROVED FOR RECYCLED WATER USE. (2\,__Q_U_I_C_K_C_O_UP_L_IN_G_V_A_L_V_E _________ _ ~ NO&CALE CD 14ALKS, CURee, PAVING OR OTHER CONCRl=TE IMPROVEMENTS. @ 4" CLEARANCE TO HAF<DeCAPE @ INeTALL 3" ABOVE GRADE IN NEl4L Y PLANTED AREAS. REeET TO GRAPE IN SODDED AREAS. @ FINISH GRADE @ F'OP-UF' ROTOR SPRINKLER 14/ FACTORY INSTALLED NON-POTA6LE COVER @ PVC eCH. 8"' PR!:FABF<ICATED 36'°' DEGREE 61-!ING JOINT Ae&EM6L Y OF<! FABRICATE Sl-!ING JOINT 141TH, (2) STREET ELL&, (I) Tf-!REAPED ELL, (1) 5.1.S. X 12" NIPPLE, AND (I) S.I.S. X 4" NIPPLE G) ~~1-l. 4lZl TEE OR ELL @ PVC LATERAL LINE ® @ 12" @ 3/Z> -4& DEGREE& NOTEe: 1. FLUeH ALL PIPELINEe PRIOR TO IN6TALLING ePRINKLERe ON Sl-!ING JOINT 2. INSTALL ALL THREADED FITTINGe 141TH TEFLON TAFE, 1-1/2 TO 2 14RAP6. 3. INeTALL HEAPe -UP MARKING FLAG ON EACH ROTOR LID. 4. COMPACT 6ACKFILL AROUND ROTOR AND 61-!ING JOINT TO 8"'% OF ORIGINAL PF<Y DENSITY. &. PREFA6RICATED 61-!ING JOINT TO 6E SAME SIZE AS INLET TO ROTOR. 6. USE TEFLON TAPE ON THRl=ADED CONNECTIONS. 0 POP-UP ROTOR F---------No SCALE (/) ....J -~ w Cl z 0 -~ (!) -0:: 0:: Ll-6 MW PELTZ+ ASSOCIATES LANDSCAPE ARCHITECTURE SOLANA BEACH, CALl~,QRNIA 858.481.0888./ RLA20flt ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER DA TE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. BUILT" TITLE ______ _ DATE REVIE'wED BY, INSPECTOR DATE 1/30/01 CITY LAND5CAPE SUBMITTAL I S8HEET I CITY OF CARLSBAD Lill 3/1/01 CITY LANDSCAPE !'eSUeMITTAL l-,3~/2,..,6=/071---c=,~T,..~L~AN=D~ec~A~PE~l'e~SU=eM~l~TT=A~L~----+---i----t-----t-----1 PLANNING DEPARTMENT l-"4-:-'/::-::IS:'c/0:::1:t---+C::;.,l::-T,..;...-;=LAN'-:':-7.D:-cec:-':::".A:"::PE:-::-:l'e:::::SUc":e":,M:-cl::::TT=-A77L'------+---i----t----j----j S/1'1>/IZ>1 CITY LAND6CAPE l'eSUeMITT AL DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL Coastline Community Church 2215 CALLE BARCELONA ARROYO lA COSTA CHURCH SITE CARLSBAIJ, CALIFORNIA 92008 OWN BY: __ _ CHKD BY:---, RVw'D BY, PROJECT NO. SDP 02-16 DRAWING NO. 423-IL r- CD ® 11 0 FOF-UF 5FRAY 1-4EAD NO SCALE CD--G)---FLAN VIEi-i CD WALKS, CURBS, PAVING, WALLS OR OTHER CONCRETE IMPROVEMENTS. @ 4" MIN. -frz>" MAX. FROM CURBS, WALKS, €>" FROM WALI..S ® 2" 8) FINIS!-! GRADE IN PLANTER ® POP-UP SPRAY HEAD WITH NON-POTA6LE COVER ® PVC SCH. W TI-IREADED NIPPLE (LENGTH AS REQUIRED) G) (2) PVC SCH.4rz> STREET ELL'S ® PVC LATERAL LINE ® PVC SCH. W THREADED NIPPLE (LENGTH AS REQUIRED) @) PVC SCH.4rz> STREET ELL'S ® 2" IN MULCI-! AREAS, FLUS!-! IN TUr<F AREAS NOTE: U&E TEFLON T AFE ON ALL Tl-tREADED CONNECTION& CONNECTOR FOR IIIZ>VAC NIRES < ALL SPLICES TO eE APPROVED SY CITY F'fiitlOR TO INSTALLATION) INSTALLATION STEPS, I. ...j.,4;:sTRJP INet.11.ATION S/8' FROM ENDS 2. -~~~ TI-IIST WIRE NUT UNTIL ENDS OF HIRE REAC.-1 eoTTOM. ::,_ 3M SCOTCf.1-LOK 4. "3516 SEALING BAG MIX CONTENTS OF SEALING BAG PER MANUFACTURER CUT½" OFF END OF BAG AND INSE~ HIRE NUT TO OPPOSITE END. ~-COMPLETED SEALING 6AG:. HRAP OPEN END OF SEALING BAG I-IIT.-1 TAPE. LEAVE TAPED END IN RAISED POSITION UNTIL RESIN SETS. D WIRE CONNECTION .t ELEC. FULL eox NO SCALE ,---{.3 CD 0 CD @ 3' FOR 6U66LER, 12' FOR SPRAY eueeLER OR SPRAY 1-!EAD WI NON-POTA6LE SHRU6 ADAPTER @ UV RADIATION RESISTANT 1/2 INCH PVC SCH W NIPPLE (LENGTH AS REQUIRED) ANTI-DRAIN SPRING Cl-!ECK VALVE <SEE IRR. NOTE) FINISH GRADE/TOP OF MULCH PVC COUPLING FLEX RISER PVC SCI-I 40 TEE OR ELL G) C..!ECK VAL VE @ ® @ PVC SC..! 4"' SxT MALE ADPT. PVC LATERAL PIPE (TYP.) FLUS..! W/ FINl5..! GRADE IN TU!v, 2" IN Gri:QUNDCOVER @ !ID" DIA. ROUND VALVE 60X WITH LOCKING LID @ SRICK OR CONCRETE SUPPORT& ON COMPACTED SUSC.RADE(THREE PER eox MIN.) G) 3" MIN. @ COMPACTED SUSGRADE @ 12' MIN. ® 5FRAY l-4EAD ON RISER NO SCALE © IN-LINE Cl-4ECK VALVE NO SCALE 4& DEGREE ELL ![~~~ . ·,,: .. : .. 'El!'2 DEGREE ELL ilesUlfasUlf asUl!eslU i!'.'1111 ~lll""'IU '"' ----{_~~ , 0 Tl-4RU5T 6LOCK5 NO SCALE CD CONCRETE THRUST 6LOCK, TYPICAL (2) MAINLINE PIPE @ UNDISTURBED SOIL NOTE, I. THRUST 6LOCKS TO 6E 1 cue1c FT OF CONCRETE 2. THRUST 6LOCKS TO 6E USED FOR .3' AND LA~ER PLASTIC PIPE .3. WF<AP PLASTIC FITTINGS USING 6LACK PIPE TAPE 4. ALL CONCRETE TO 6E PORTLAND CE:MENT 42rz>-C-2rz>rz>rz> A CALI OJII IA OOfi:POltATtON MW PELTZ + ASSOCIATES LANDSCAPE ARCHITECTURE SOLANA BEACH, CALIFORNIA 858.481.0888 / RLA 2010 ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUILT" TITLE ______ _ REVIE',/ED BY• INSPECTOR Cl) ....I -~ w 0 z 0 -~ (9 -0::: 0::: - Ll-7 DATE DATE l~~::,1 ~:~~=~~~~~~AL I SH9EET I CITY OF CARLSBAD ~2 1-c3=-',/2c"E>=-//l)..;..,--+c=1-'--TY'---L=AND==sc=A=F'!:-"'-'RE=eu==e11"'-"-1T'""'r A=L.=------+----+---+--I-----I PLANNING DEPARTMENT ~ t----+----+--~~-~~-------+----+----+---1-----1 4/18/(!)1 CITY LAND6CAF'!: REetJeMITT AL. !:>/1(!)!(!)1 CITY L.ANDSCAF'!: REetJeMITT AL. Coastline Community Church 2215 CALL£ BARCELONA Af':R(J'(Q lA COSTA CHURCH SITE CARI.SBAO, CALIFORNIA 92000 1------1-----lf-----------+--+----+-----l'---------I I __,APrf.--'-~~~~~ _¢r~·-fJ_.l=~tt'---'-'-----C;, ·! Z-0'7 I 1----+----+--------------+----+----+---1-----1 ;::P::::LA::::N::;;N::::IN:=G==::::;-;:======::::;-;==D=A=TE===;· t--,cc=-+-=-+-------------+----+---+--1-----1 DWN BY: --PROJECT NO. DRAWING NO. DATE INlllAL DATE INlllAL DATE INITIAL CHKD BY ENGINEER OF WORK REVISION DESCRIPTION 1-c□-THE_R_A_,PP-R□-V-AL--1--CI_TY_A_,_PP-RO-V-AL-I RV',/D B~,--SDP 02-16 423-IL --s lu I ........ r-- 0 POT ABLE MAINLINE CROSSING NO SCALE C F NOTE, ALL RECYCLED WATER l~IGAION FIFE AND SLEEVES Si-lALL 6E PURPLE AND LA6ELED. POTABLE MAINLINE (&EE IMPROVEMENT DRAWING) 12' MIN. REQUIRED VERTICAL SEPARATION SLEEVE RECYCLED WATER IRRIGATION MAINLINE 0 POTABLE SERVICE LINE CROSSING NO SCALE 13 I,,; " Wf.llTE PURPLE ♦-····· ••••••• ······-♦ NOTE, A. LETTER 51-lALL 6E Wf.llTE COLOR e. ISACl<uROUND 51-lALL ISE PURPLE, PANTONE 512 C. SIZE OF 51G:N 5f.lALL ISE S-34" x 13-14" RECLAIMED WATER 11 DO NOT DRINK SIGN" NO SCALE ~ © © SIDEWALK CURB APPROX. 6' POT A6LE 51:RVICE LINE @ METER OOX WITI-1 METER @ 24' G) 10' MINIMUM TO POTABLE MAINLINE IN STREET @ 12" MINIMUM @ REC.,..-CLED WATER l~IGATION MAINLINE IN SLEEVE NOTE, VERTICAL CLEA~E OF 12' MINIMUM 16 MANDATOR.,..- WHEN CR0551NG FATi-1 OF A FOTA6LE WATER LINE. INSTALLATION OF RECLAIMED WATER l~IGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECE&SAR'r llZ>' i-lORIZONT AL CLEARANCE FROM POTABLE MAINLINE IN STREET. FINl&i-1 GRADE 0 0 F!Nlei-1 GRADE 12" MIN. BELOW CONSTANT PRESSURE RECLAIMED WATER LINE D 0 TOT AL OF 21Z>' MINIMUM 0 EXTEND i.z>' MINIMUM ON EITHER SIDE 0 POTABLE WATER LINE SLEEVE FER &FECIFICATIONS PRESSURE RECLAIMED WATER LINE AND POTABLE WATER LINE CROSSING NO SCALE A CALIFORNIA COftPOfto\TION MW PELTZ+ ASSOCIATES LANDSCAPE ARCHITECTURE SOLANA BEACH, CALIFORNIA 858.481.0888 I RLA 2010 B E I -1$- I I J 1 7 I I I I I I I L __ ~ NOTE, 2 3 ,--7 I I I I I I I L J - ,-7 I I I I L __ J A55EM6L Y Sf.lALL eE CENTERED IN VALVE eox TO ALLOW FOR TESTING: MATERIALS. (i) 6ALL VALVE NIT!-! 34" FEMALE Tl-!READ 0 MAINLINE FROM NATER SOURCE ® F'URPLE COLOR VALVE eox AND LID <SEE 5FEC5.) G) ¾" PIA. PEA GRAVEL 5UMP (MIN. !--2 CU. FT) ® 6RICK 5UFFORT5 ON COMPACTED/UNPl5TURSED 5U6C:IRAPE <MIN. OF FOUR FER SOX) ® PRE55URE REGULATING VALVE G) PVC SCI-! 40 SOL VENT WELD FITTINC:15 CROSS CONNECTION TEST STATION NO SCALE 0 RECYCLED WATER DO NOT DRINK AVISO, AGUQ IMFURA NO TOMAR FRONT NOTES, 0 BACK 1. SAMPLE WAF<NING TAG -PROVIDE 6U6MITTAL FOR APPROVAL 2. TAG 6ACKGsROUND COLOR 51-!ALL 6E FUll<FL!: (PANTONE &12) 3. ALL Ll:TTERING 5\-!ALL 6E BLACK -i-lE!Gi-lT FER 6.D.D.E.i-1. STANDARDS VALVE I.D. TAG FOR NON-POTABLE SYSTEMS NO SCALE "AS BUIL T'1 TITLE ______ _ ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVIE\JED BY• ENGINEERING PLANCHECKER DA TE INSPECTOR (/) _J -~ w 0 z -~ (9 -a:: a:: Ll-8 DATE DATE 1/3.z>/,Z,1 CITY LANDSCAPE SUBMITTAL UQJ CITY OF CARLSBAD Cm i-..::;3n~t~~:.,!d----l~C~IT~Y~L~AN=D~5C~AFE,,,__.~ltE=SU~6M~l~TT~~'=-----+--1----l---l----l O 2 3/21&/,Z,1 CITY LAND5CAFE !tESU6MITT~ ~=:::'....'===P::LA::::N:::N::::IN::G::::D::::E::::P:::AR:::::T:::::ME::N:::::T===--'=::::::::::::::= 4/16/,Z,1 CITY LANDecAFE ltESUeMITTAL !;/IIZ>/IZ>1 CITY LAND5CAFE ltESUeMITTAL Coastline Community Church 2215 CALLE BARCELONA ARROYO I.A COSTA CHURCH SITE CARLSBAD, CAUFOONIA 92008 l----+-----1------------+----+----+-----+-----------l 1;-:.,..,,~--~-"'l~+r....,.q,q-..;_• f:l=1"°=·srt"-1.+-----(o ·J:~~, I '.:::::="====::::;-;::=====::::;-;:::=====:::::: OWN BY: ---PROJECT NO. DRAWING NO. ~~~D 8/~,--1 SOP 02-16 423-IL DATE INITIAL ENG1NEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL □THER APPR□YAL CITY APPROVAL : . ' • - ... - II I . ' '. . . i.- " • o, ' • - - • ti1\9ice!1 ■ " "".'-. . ' . • • - ' ■ ... _-.... - .. · .. • ■ • - • --" - -■ . --. - , ' I . ' .. I I • ' I ' I >------112 -' I ' . . . ;···· .. . . . . . I..---< 13 --------------·-•,.·-.· .•. ·+■+■~--------·-··----'---■----·--··--··-··-·-.. ._ __________ .. _. ______ ...,. ______ ._.··-·---- A B bJ-~---{ 1 DRIF TUBING WIT'-! FACTORY INSTALLED EMITTERS ON FLANT ABLE WALL ·, !i-· , ~--~ T L" . i--j ] (:::::-I f~--·:-: 11-.. • ! i 1=1 r~-: . , ~! .. 13 @ 14 4 3 1 (D REMOTE CONTROL VALVE @ FVC 5C!-l 4iZ> COUFL. (SXT) @ PVC 5C!-l 4iZ> MAINLINE @ FVC 5C!-l 4iZ> LATERAL LINE @ PVC SC!-l 80 UNION @ JUM60 VALVE eox W/LID @ PVC SC!-l 80 NIPPLE (3") @ ARRANGE FILTER FOR WI ADAPTER D155AS5EM6L Y 4 MAINT. 12 @ 6RICK SUPPORT (SIX FER 60X MIN.) @ PEA GRAVEL SUMP (1 CU FT MINIMUM) @ DRIP FILTER ACCE55-PROVIDE CLEARANCE@ @ PVC 5C!-l 40 COUPL. (TXT) @ I" A60VE FINIS!-l GRADE @ UNDISTUR6ED/COMPACTED SU6GRADE SEE SPECS. FOR DEFT!-l G) PRESSURE REGULATOR I MOT CONTROL VA V WITl-1 FILTER -i PRESS.REGULATOR SECTION -NO SCALE (D FVC SCl-l. 4€l TEE (&xTxT) @ MALE ADAPTER (NET AFIM MODEL NO. TLiZ>1SMA) @ PVC ecl-l. 4~ CROSS (Sx&x&x&) (±) FIFE STRAP (ONE FER ROW OF CONCRETE 6LOCKJ. A TT AC!-l TO CONCRETE 6LOCK WIT!-l GALVANIZED SCREW AND EXPANSION S!-llELD (PROVIDE PRODUCT SU6MITT AL) @ 1" FVC UVR NON-PRESSURE SUPPLY LINE @ 5v-llNG C!-lECK VALVE G) FOR CONTINUATION TO DRIP CONTROL VALVE, 5EE IRRIGATION PLANS @ PLANTER 6ACKFILL @ FACTORY INSTALLED DRIP EMITTER @ DRIP TU61NG STAKE <NETAFIM MODEL NO. TLS6) @ DRIF'PERLINE (NET AFIM MODEL NO. TLCV6-12iZ>2S) @ LINE END FITTING <NET AFIM MODEL NO. TLFIG8) NOTE5: 1. &TAGGER DRIP TUBE OUTLET& EVERY OTI-IER COUR5E <TYP.> 2. U5E TEFLON TAPE ON ALL TI-IREADED CONNECTION$, AND PVC 50LVENT CEMENT ON ALL COMPRE5510N ADAPTER&. 3. PROVIDE DRIP TUBE &TAKE& <NET AFIM MODEL NO. TL56) AT EACl-i PLANTA6LE CELL, PLUS USE TWO &TAKE5 AT EACI-I ELBOW, TEE OR CR05&. 4. REFER TO LANDSCAPE IRRIGATION PLAN5 FOR LOCATION OF DRIP CONTROL VALVE& t;, ue>f...l --r P-AL-1 oP.. sH A L-L-b.DJ U s-r l? p, Ip L.A 1' ot, A<. A PPP.o Pf', I ..s..-rE:. --r O JI.J su fl, C. P,. L-1-\.µALL-Pl-A W T ,6,. BL t, Cl:::ll-<;. l'\~1:::.1...Cc, Ahl IS✓ E:.lj APP\..f,i:,6,:T10 W <Df \.JA. 'T&P--.. ELEVATION -NO SCALE ENGINEER•s SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUILT" TITLE ______ _ REVIE\JED BY, INSPECTOR Ll-9 DATE DATE 1/312)/01 CITY LANDSCAPE eueMITTAL ULl CITY OF CARLSBAD Lill r==::3n~1~e,~,:1--+c~1=TY:.,-,::LAN7=P~SC7A~PE==-'~::'=~~BM=-:::IT=T~AL;:----+---t----i---:1--; I 2 3/2h/12)1 CITY LANDSCAPE ~~BMITT AL :===-'===P=L=AN=N=IN=G=DE=P=AR=T=M=EN=T===-'====: A CALlf'ORNIA CORPORATION MW PELTZ+ ASSOCIATES LANDSCAPE ARCHITECTURE SOLANA BEACH, CALIFORNIA 858.481.0888 I RLA 2010 4/la/01 CITY LANDSCAPE ~~BMITT AL &/10/12)1 CITY LANDSCAPE ~~eMITT AL Coastline Community Church 2215 CALLE BARCELONA Af/ROYO IA COSTA CHURCH SITE CARLSBAD, CALIFORNIA 92000 IAP1lf-% r Ca-hll..ai "2·!'2-o,1 t====t===!==========================1====t===!====t===: .P ccl-A~NN-,,1::-:'NG'="'->-=+--~~ ........ ----DATE . DA TE INITIAL DA TE INl11AL DA TE INl11AL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL QTY APPROVAL DWN BY: __ CHKD BY: __ , RV\JD BY, PROJECT NO. SDP 02-16 DRAWING NO. 423-IL FOR REFERENCE ONLY ACTUAL PLANT QUANTITIES MAY VARY DEFENDINC:i UPON SITE CONDITIONS -VERIFY ALL DIMENSIONS IN T~E FIELD AND ADJUST ACCORDINC:iL Y S~RUB FLANTINC:i FERCENTAC:iES AT BLDC:i. FADS (DOES NOT INCLUDE S~RUBS PLANTED ON SLOPES) SYMBOL SIZE SFACINC:i QTY. % FEN SET 'R' I C:iAL 3,e,• o.c. IS,!;, -- ~EM ~YB --- C:iRE OCC C:iRE OCC NORT~ ~ \f]M:14\TCP-PI.ANDWC E,8% I C:iAL 18" o.c. 2~ !:> C:iAL 36" O.C. JS,!;, 32% 1!:> C:iAL FER FLAN )IZ) 7 I!:> C:iAL AS REQ'D I C:iAL A& REQ'D FLAT PLANTS IZ) )IZ) :21Z> SCALE: l"=:21Z>' RE\1SED J/00 !:>21Z) )IZ)IZ)% WIS FLO SYMBOL &~OWN C:iRA~ICALL Y -PLANT ON EXTERIOR SIDE OF WALL INSIDE PLANTER (TYF) CEA C:iRI 'Y.F.' PLANT AT 31Z>" O.C. MYO FAR PLANT AT 18" 0.C. LAWN .. ~--. ' .. :-· . . .. -•. . . . ..... . . . 1 .. : -. • .• . ·:: .. . ; -.-. .... ... · .. -. ·· ... I 41Z) ....... / y I 0 . . :. ··-· ··. ' □ • / 12 JAC MIM :24" BOX IS>!:> C:iRE OCC !:> C:iAL 134 LAV DEN I C:iAL ' . . : -~ ·-.. ·_: ... . , . . . .. ·. . . : . ·.. . . ; .. : ... .-; . . . •. . '. :, ' .. :_ ... ·-. ·-. .. . : . • .. · .. ·: .. .' ·, .'. . ... . . ... -•:·: .. ···': / / / -- / 3:2 TRI CON 0 '-------1--+ 1!:> C:iAL 34 "-------......C-----11-------~·· EC~ FAS I C:iAL AS REQ'D FEN SET 'R.' 000000 ooooooi----------t-------::-----::------.. o 0 o 0 o 0 1 C:iAL PLANT AT 36" O.C. • KEYMAF ) 4 QUE VIR 36' BOX / 1 C:iAL .. ... . . .......................... ........................... ··•······················· ........................... •·•······················· .......................... ......................... ....................... ..................... ................ ·············" ............ ABE C:iRA 'E .C:i.' ~ 3!:> SAL LEU ~------+--------+ I C:iAL 17 I C:iAL AS REQ'D FLAT PLANTS FIC REF MYO FAR PLANT AT :24" o.c. ::--· ;-2.'4;:.s~_;_J~~/Jttul{: .. -··· ...... :-_.' ~-:. ,..,.,,-,,,.._, --- MAT Cl-IL INE: A OALll'Oll ■IA OOIIPOIIATIO ■ MW PELTZ+ ASSOCIATES LANDSCAPE ARCHITECTURE SOLANA BEACH, CALIFORNIA 858.481.0888 / RLA 2010 ---EXTEND NEW FLANTINC:i AS REQ'D TO MEET EXISTINC:i AND PROVIDE 1~% COVERAC:iE OVER ALL C:iRADED OR DISTURBED SOILS (TYF.) fb~P:,.-PLANT A& REQ'D WIT~ FLAT PLANT& -:::>"" FILL ALL CELL& BETWEEN BLOCK& WIT~ -- EQUAL AMOUNT& OF: VINCA MAJOR, ROSEMARY OFFICINALIS, AND LANTANA MONTEVIDENSIS :2S EUC &ID !:> C:iAL z ::s a.. (!) z -1-z ::s a.. LP-1 SEE SI-IEET Lr=>-2 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. BUILT" i.l•01 ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVEO ENGINEERING PLANCHECKER DATE INSPECTOR DATE ~-c;--cJ DATE l/~/01 CITT LANDSCAPE SUeMITTAL IT£] CITY OF CARLSBAD Lm ~3~~~1~=:'11---+~C~IT~T~LAN~D~SC~A~P=E~~=--c-SU~eM~IT=T~~:'-----t---+--+---t---; 2 2 3/26/01 CITT LANDSCAPE ~-SUeMITT~ :===-====P=L=A=NN=l=N=G=D=E=P=A=R=TM=E=N=T==::::..:::::===; 4/18/01 CITT LANDSCAPE ~-SUeMITT~ St/10/01 CITT LANDSCAPE ~-5UeMITT~ Coastline Community Church 2215 CALLE BARCELONA ARROYO LA COSTA CHURCH SITE CARLSBAD, CALFORtlA 92008 t------+-----+----------i-------i-------r---i------1 I APtt~t:r e:r:: flkit: . PLANNING DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL □THER APPROVAL CITY APPROVAL DWN BY: __ _ CHKD BY: __ _ RVIJD BY, PROJECT NO. SOP 02-16 DRAWING NO. 423-IL -t: ~~ Sl.) ~-·1 ,. ., l)) .,~ • . .,l • -~-., - 'i-"' r CJJo -.,..,\.) ' ' ·. <.-.-~-:_·-~<:\, -~.-:,\:· -. '·-.. ·_, ,· \ \ L. ... J.......--·, ' -----t-\ \ \ \ PLANT AS REQ'D WITl-i FJ.14 T PLANTS - FILL ALL CELLS BETv-lEEN BLOCKS WIT!-! EQUAL AMOUNTS OF, VINCA MAJOR, ROSEMARY OFFICINALIS, AND LANTANA MONTEVIDENSIS ,--A_S_RE_Q_'D--._C_E_A_Gi_R_l_'_Y_.P_._' --~ I GAL PLANT AT 3/Z>" O.C. ~ ,,,,,,. .,,- ,,,,,,. ,,,,,,. ,,,,,,. ,,,,,,. ,,,,,,. __,, '1\ .,.,,,.------------ ~~~~. -.. -t-£>.c'>i:' :;'.;V\it:J ); ~/:f AS REQ'D LAWN '--------1------------1-,. ,, ... '. NORTl-i SEED " · :.: i. I GAL .3S IGAL ROS OFF 'P' PLANT AT 4' O.C. ALONG TOP OF WALL FIC REF PLANT AT S' O.C. ALONG! BASE OF WALL 12) 1/Z> 212) 412) SCALE, 1"=212)' KEY MAP \ \ j 4 24" eox I GAL JAC MIM 24' BOX 0 113 ECl-l FAS ,-------1-----------1• I GiAL 14 TRI CON + 1& GiAL ..-AS-F-~-A-;--·D---+-__ MF_:-:-NF_T_:-~-2-4_"_o ___ c__ I > I PLANTS --------MATCI-ILINE~ SEE 51-iEET LP-I _____ _.\....._ I CIN CAM CIS FUR • \r---\ \ \ \ ---- ' s &GAL EUC SID EXISTING LANDSCAPE TO REMAIN AND PROTECT IN PLACE. REFER TO CITY Dv-lQ. NO. 32&-IL ...._ __ EXTEND NEW PLANTING AS REQ'D TO MEET EXISTING AND PROVIDE lr2)1Z>% COVERAGE OVER ALL GRADED OR DISTURBED SOILS (TYP.) ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER DA TE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS . 11 AS BUIL T 11 TITLE _______ _ REVIE\./ED BY• INSPECTOR z <( ....I a.. (9 z -1-z ~ a.. LP-2 DATE DATE 11w111?)1 c1TY LANDSCAPE eue.MITTAL ~ CITY OF CARLSBAD Lill F3=~~1/~11?)~1--+C~IT~Y~L~AN~D~SC~A~PE=-':~=-:-SUSM=:-~ITT~~:c=-----t----i---r--t--7 3 2 3/26/11?)1 CITY LANDSCAPE ~-sueMITT~ ~::::::=~==P::L:::A::N:::N::IN::::G:::::D:::E::P=A=RT=M=E::N=T==:=::..:::=~ A CA.t.lFORNIA COIIPOftATtOM MW PELTZ+ ASSOCIATES LANDSCAPE ARCHITECTURE SOLANA BEACH, CALIFORNIA 858.481.0888 / RLA 2010 4/18/11?)1 CITY LANDSCAPE ~-eue.MITTAL &/lli?)/11?)1 CITY LANDSCAPE ~-SUSMITT~ Coastline Community Church 2215 CALLE BARCELONA ARROYO lA COSTA CHURCH SITE CARLSBAD, CALIFORNIA 92008 IAPj~~?( g. t\\--o:fr ~•[Z.o1 l---+----+----------------t----1---t----t---; _P ,,-,-LA.LN-"-N-::1-:-cN-,:-G...\---"'---=-'-'-=-a'+------DA TE 1---+---+-----------------r--------i----t----i--.......... DRAWING NO. 423-IL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL IJTHER APPROVAL CITY APPROVAL OWN BY: __ _ CHKD BY: __ _ RV\./D BY• PROJECT NO. SOP 02-16 NORTI-I r2' 10 SCALE, \ \ \ \ \ \ 2'2' 1'=20' \ \ \ \ \ \ 4'2' \ \ \ \ \ \ \ 60 8 PIN ELD 24• Box PLACE TO SCREEN MODULAR BLDG. FROM STREET 4 TRI CON 24" Box PLACE TO SCREEN MODULAR 6LDC:I. FROM STREET . I I ! -- \ ! ' \ I I \ I I ( . ~' "",, _,.,..- ,.,,,< ' '' t...... -~-----/ r>_....J- -~'"-~-- / ,' / / ---.. / . , : \ -.. , ~f \ ---_,. -----~- ----- \ \\\ EXT TO MEET EXIS 1t.M>% COVE OR DISTUR6E Tl-IE OWNER l,o,IILL PROVIDE ADDITIONAL PLANTINGS (12 FLATS TOTALJ OF GROUNDCOVERS TO FILL IN BARES SPOTS IN Tl-IE EXISTING LANDSCAPE AREAS. Tl-IE PROPOSED GROUNDCOVERS HILL CONSIST OF BACCI-IARIS PILUARIS AND MYOPORUM PARVIFOLIUM, 60TI-I OF l,o,II-IICI-! INSTALLED AT 18" r2'N CENTER. AS REQ'D MYO FAR FLAT PLANT AT 24" O.C. PLANTS O\ :n I ,,,.,._ -•'.'.,-," '_ .:;:;;., 'j / . FUTURE IMPROVEMENTS TO ' / '. f • f ,; _ • • ; '•;·). 6E PROVIDED IN • /· ::/· ;j-',-... ---:~. '. , ·' SUBSTANTIAL CONFORMANCE; ' : .-I .. --· .. -.. ~·. ~~ == ... _ ,-· r· /· . ·, :._>. <:• ,· :: .WITI-I Tl-IE APPROVED •·. :; < ·. :•,'F.:·' .. : ·_;·:-,_-:, '.'._ , CONCEPT PLANS _,_., -':-.-'· ;_J: L '. .·' ,·. I .• ·-: , 26 FIC REF / . I GAL PLANT AT 8' 0.C. ALONG 6ASE OF WALL -•••>••<•\•••>c•·•••?•·•••••••••••••••• . {) :. . ..................................... . ......... ,. ..... ····· ................. . -····························· ··········•··· •-----··•·-································ --------· ············•········ ......••.••...... ' ... ' .. '. ····-·····-·················. ··--········-•··----· ...... . . : : i Bi8:-·•·•··. .... ,. .............. . .... ............ . • : 1 EUC SID SGAL 101 LAV DEN • I GAL 1'2' GRE OCC I& GAL ESPALIER - SET IN FRONT OF WINDOW AIR CONDITIONER UNITS <FIELD VERIFY EXACT ~~ LOCATIONS> ::y0 18 ECI-I FAS ,<A. • I GAL \ ' \\ -~ \ ' \ 'k _/) '<:) ,/' AS REGl'D CEA GRI 'Y.P.' ~ I I I PLANT AS REQ'D WITI-I FLAT \ \ \ 4 24" BOX \ PLANTS -FILL ALL CELLS BETWEEN 6LOCKS WITI-I EQUAL AMOUNTS OF, VINCA MAJOR, ROSEMARY OFFICINALIS, AND LANT ANA MONTEVIDENSIS ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER DATE I GAL PLANT AT 30' O.C. CIN CAM 24" 60X I GAL 3S2 I GAL + JAC MIM ROS OFF 'F' PLANT AT 4' O.C. ALONG TOP OF WALL CIS FUR 0 11 AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE _______ _ REVIEIJED BY• INSPECTOR z ~ Cl. (9 z -.... z ~ Cl. LP-3 DATE DATE i-==:;;=-'"c.!!,;:"'e,:+--+'C=IT:'::'Y-'L=AN:..::D,::.::SC::A=PE-.-=-cl'i!S=-..,-6UeM==ITc.,_,TA=L,__ __ +--+---l---+---I 4 CITY OF CARLS BAD ~2 1/3"/€'1 CITY LANDSCAPE 6\JeMITTAL [iTI ::¼/2E>/1Zl1 CITY LANDSCAPE Fi!S-6UeMITTAL ::==='--===:::::::P:::L:::::AN:::N::I:::NG:::::::D:::E::::P:::::AR::::T:::M:::E::::NT::::::==~L_Qj:::::::::::::::~ A OA.I.IFORNIA OORP-OAATIOII MW PELTZ+ ASSOCIATES LANDSCAPE ARCHITECTURE SOLANA BEACH, CALIFORNIA 858.481.0888 / RLA 2010 4/18/,Z,1 CITY LANDSCAPE Fi!S-6\JeMITTAL S/1€'/€'1 CITY LANDSCAPE Fe-6\JeMITTAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL Coastline Community Church : PLANNING IAP~~J~( OWN BY: CHKD BY: RVIJD BY: 2215 CALLE BARCELONA ARROYO lA COSTA CHURCH SITE CARLS8AO, CALIFORNIA 92008 q:, ~l:C,it PROJECT NO. SDP 02-16 (..,·t'Z.-07 J DATE DRAWING NO. 423-IL ~ @.,,._i.___ ll-~---2 'I< -==~=1--------, 3 14 --:;:::-11== f==!I ,1--.-" - @ SECTION CD @ ® © ® @ G) @ ® @ ® @ @ ROOT6ALL TREE TRUNK TREE TIE <MIN. 2 FER STAKE/NAIL TO STAKEJ WOOD ST AKE <SEE SPECS.) 6' WATERING BASIN FINISl-lED GRADE PLANT FERTILIZER TA6LETS BACKFILL MIX TREE CROWN SET 2" ABOVE GRADE NATIVE SOIL. OR COMPACTED SOIL (TO '¾:>%) ROOTSALL PEDESTAL 2X DIAMETER OF ROOT6ALL (MIN.) DEFTl-l OF ROOT6ALL SET WOOD STAKE 6" (MIN.) 6ELOW TREE CANOPY EXISTING FINISH GRADE AT SLOPE <WHERE APPLICABLE) @ 3'-0 MINIMUM @ 2'-0" MINIMUM NOTE, @ PROPOSED FINISH GRADE AT EROSION CONTROL FABRIC < JUTE MESI-IJ SHALL BE PROIVIDED ON SLOPES WI-IILE PLANTS ESTABLISI-I SLOPE (hi MAX, PROVIDE EROSION CONTROL FA6RIC WHEF<E APPLICA6LEJ @ TREE PLANTING HIT!-+ DOUBLE ST A.KING Ill . a ~- ' <I) ~-<l Ill PLAN Llll'!W,ii'" ,!.,l!"!i;'----'k-® '-------<1 CLR. L,.- ~-s -----12 _...----{ !:\ _ __,3 4 CD @ ® ® ROOTSALL TREE TRUNK 3" DIA. FL.ASTie DRAIN (FLAT) SY NDS ("14-BLACK) Of.i EQUAL. -LOCATE 6" MIN. FROM EDGE OF f.iOOTSALL 3" FEF<FOf.iATED PVC FIFE WRAPPED WITl-l FIL TEI-! FABf.ilC SOCK (DO NOT FILL W/GRAVELJ 3" 6AND OF GF<AVEL FILL ALL AROUND FIFE EXTEND DF<AIN FIFE 18' <MIN.J BELOW BOTTOM OF ROOT6ALL 5LOFE BOTTOM OF PLANTER PIT AF<OUND ROOTBALL TO DF<AIN FIFE NATIVE SOIL PEDESTAL BACKFILL MIX ROOT 6ARf.ilEf.i • SET FLUSH AGAINST ADJACENT PAVING, CUf,/BS, SUILDING,S, WALL5, ETC. -REMOVE ANY EXCE5S CONC. Of,/ SASE MA TEf.ilAL AS REQUlf.iED EXISTING CUF<B, HAF<DSCAFE, ETC. <WHEf.iE OCCURS PER Fl.AN) FINISl-lED GF<ADE PLANTING PIT HIC:11-l POINT, OPPOSITE DF<AIN FIFE NOTES, I. f.iOOT BARf.ilERS REQUlf.iED FOf.i ALL Tf.iEES LOCATED WITHIN 8'-0" IN ANY DIRECTION OF HARDSCAPE, WALL, CUF<B, ETC. 2. REFEf.i TO PLANT LEGEND FOR ADDITIONAL INFOF,iMATION. TREE PLANTING HIT!-+ ROOT @ BARRIER AND DRAIN @® 00 •00 ----00000 0 ® 00000 PLAN CD SHFale OF< C.ROUNDCOVER FER PLAN @ 1/2 OF THE ON-CENTER Fl.ANT SPACING PER FLAN (I) ON-CENTER PLANT &FACING @ EXl5TING CURS, HARD5CAFE, ETC. <Wl-lEf.iE OCCURS PEf.i FLAN) @Sl-+RUB / GROUNDCOVER SPACING ~ ~ -- SECTION 12rti( I I I @ 8 3 ,,..---lF'-="-c------{ ) 4 16 ~ (0 0 ® © @ ® G) @ ® @ ® @ @ @ @ ROOT6ALL TREE TIE5 12 GAUGE GALV. GUY Wlf.iE (3 FER TF<EE MIN.) uee 1-1oeE COVERS AS f.iEQ'D TO PROTECT Tf.iEE Ff.iOM WEAR 1/2' DIA. Wl-llTE PVC TU6ING (ONE FER GUYWIF<e) TF<EE CROWN SET 2" A60VE GRADE 6" HIC:11-l WATERING BASIN <NOT IN LAWN) FINI5HED GRADE "DUCKBILL" DEADMAN (24" BELOW c.ROUND MIN.J PLANT FERTILIZER TA6LETS 6ACKFILL MIX NATIVE SOIL, OR COMPACTED SOIL (TO S0%J FEDEST AL 2X DIAMETEF< OF ROOT6ALL (MIN.) DEPTH OF ROOT6ALL EXISTING FINl51-1 GF<ADE AT SLOPE (Wl-lERE AFFLICAeLE) FROF05ED FINISl-l GF<ADE AT SLOPE (1, I MAX, PROVIDE ER05ION CONTROL FAeRIC WHERE APPLICABLE) FLAN NOTE, Ef.iOSION CONTROL FABRIC ( JUTE MESI-IJ SHALL @ eE F'ROIVIDED ON 5LOFE5 Wl-llLE PLANTS @1 ESTABLISH TREETF<UNK EDGE OF Fl.ANT PIT @TREE GUYING 5ECTION NOTE, (i) ROOT6ALL @ SHRUe ® SHRU6 CROWN eET 1· ABOVE GRADE @ 4" 1-llC.H WATERING BASIN @ FINISl-lED GRADE ® PLANT FEF<TILIZER TABLETS G) BACKFILL MIX ® NATIVE SOIL @ 2X DIAMETER OF ROOTBALL @ DEPTH OF ROOTSALL @ EXISTING FINISH C.RADE AT SLOPE (WHEf.iE AFFLICA6LE) @ PROPOSED FINISl-l Gf.iADE AT EROSION CONTROL FA6RIC (JUTE ME51-lJ SHALL SE FROIVIDED ON SLOPES Wl-llLE FI..ANT5 E5TA6LISl-l SLOPE (h 1 MAX, PROVIDE EROSION CONTROL FABRIC WHERE AFFLICA6LEJ ® Sl-+RUB PLANTING CD ROOTBALL-SET TIGHT TO FOOTING AND REMOVE 2 ANY EXCESS CONCf.iETE OR BASE MATERIAL 3 AS REQUIRED ® ADJACENT WALL, TRELLIS OR COLUMN (Fe!'<! FLAN) 0 f.iEMOVE NURSERY STAKE 0 VINE • SPREAD AND SECUF<!E TO ADJACENT 4 WALL, TRELLIS OR COLUMN WITH VINE TABS AS REQ'D !:\ ® SET VINE CROWN 1" ABOVE GRADE @ 4" 1-llGH WATERING 6ASIN G) ADJACENT HARD5CAFE (WHERE APPLICABLE) ® 4" (MIN.) ® FINISHED GF<ADE IN PLANTER (Wl-!Ef.iE APPLICABLE> @ PLANT FERTILIZER TABLETS ® 6ACKFILL MIX @ NATIVE SOIL SECTION @ 2X DIAMETER OF ROOTBALL (MIN.) ® VINE PLANTING @ DEPTH OF ROOTBALL PLANT MATEFtlAL LEGEND QTY SYMBOL BOTANICAL NAME COMMON NAME MIN. SIZE ~IN. I-IT. s1•f.iD. PtEMAf.KS Tf-£ES 8 CIN CAM CINNAMOMUM CAMFHOF<A CAMPHOR TREE 24• eox 10' 4' STANDARD TRUNK, FULL HEAD, DOUBLE STAKE PROVIDE (2) DRAINS 44 EUC SID EUCAL YFTUS SIDEROXYLON f<!EDIRONeARK !:\ GAL 1' 3' STF<AIC:11-lT TRUNK, FULL 1-4EAD, DOUBLE STAKE PROVIDE (I) DF<AIN 18 JAC MIM JACARANDA MIMOSIFOLIA JACAf.iANDA 24" BOX 14' 1' STF<AIGHT TRUNK, FULL HEAD, C.OOD COLOR, GUY, PROVIDE (2) DF<AINS 21 PY!'<! CAL 'C.' FYRUS CALLLERYANA 'CAPITAL' CAFIT AL FEAR 24' BOX 16' 1' STF<AIGHT TRUNK, COLUMNAR, FULL HEAD, GOOD COLOR, DOUBLE STAKE, PROVIDE (2) DF<AINS 4 QUE YIR QUERCUS YIRGslNIANA LIVE OAK 56" BOX 12' 8' MUL Tl -TRUNK, FULL HEAD, GUY PROVIDE (2) DRAINS IS2 TRI CON TRIST ANIA CONFEF<!T A BRISBANE BOX I!:\ GAL 6' 3' STF<AIGHT Tf<!UNK. FULL HEAD, DOUBLE STAKE PROVIDE (I) DF<AIN 4 TRI CON TRISTANIA CONFERTA BRISl3ANE eox 24' eox 8' 4' STF<AIGHT TRUNK, FULL HEAD, DOUBLE ST AKE PROVIDE (I) DF<AIN 8 FIN ELD FINUS ELDAF<!ICA AFc.HAN PINE 24" BOX 8' 4' STRAIGl-4T TRUNK, FULL 1-4EAD, DOUBLE STAKE Sl-lfll1.le& 461 ABE <:,RA 'E.G.' ABELIA C.RANDIFL.OF<A GLOSSY A6ELIA !GAL lcZ)II 12" 'EDWARD C.OUCl-lER' FULL AND SUSl-lY TO GROUND, GOOD COLOR 1SI CIS FUR CISTUS FUF<PUF<!EUS Of<!CHID ROCKROSE I GAL 16" 16" FULL AND E3US!-IY TO GROUND, GOOD COLOR 22!:\ ECl-l FAS ECl-llUM FASTUOSUM PRIDE OF MADEIRA 1 GAL 18" 18" FULL AND BUSl-4Y TO GROUND, GOOD COLOR lS!:\ Qf,iE occ GREWIA OCCIDENT ALIS LAVENDER STAF<FLOWER !:\ GsAL 14" 3' FULL AND BUSHY TO GROUND AS 1-lEM HYB 1-!EMEf.iOCALLIS HYBRID DAYLILY !GAL 12" 14" FULL CLUMPS, GOOD COLOR f'<!EQ'D 241 LAY DEN LAYANDULVADENTATA FF<!ENCH LAVENDEf.i I GAL 12" 10" FULL AND BUSHY TO GROUND, GOOD COLOR 3!:\ SAL LEU SAL VIA LEUCANTl-lA MEXICAN SAGE I GAL 8' 6" FULL AND BUSl-4Y TO GROUND, GOOD COLOR AS PEN SET 'R' FENNISETUM 51:T ACEUM RED FOUNTAIN C.RASS I GAL 2' 2' f,/EQ'D 'RU6RUM' FULL AND SUSl-lY TO Gf.iOUND, GOOD COLOR VINE I E&PALIER AS CEA C.RI 'Y.P.' CEANOTHUS GRI5EUS Fi!EQ'D 'YANKEE POINT' CAF<MEL Cf<!EEPER IGAL E," 6" FULL AND BUSl-4Y TO GROUND, GOOD COLOR 81 FIC REP FICUS REFENS CREEPING FIG 1 GAL 2' I' FULL VINE, PLANT AGAINST WALL 10 Gf.iE OCC GREWIA OCCIDENT ALIS LAVENDER ST AF<FLOWER I!:\ GAL 8' 8' ESPALIER -FULL AND St"READINQ SECURE TO ADJACENT WALL / COLUMN 1 WIS FLO WISTERIA FLORl6UNDA JAFANEeE WISTERIA I!:\ GAL 8' 8' FULL AND Sf'>READINQ SECUf.iE TO ADJACENT WALL / COLUMN L,Al,,IN / GFolOUNDCOYE~ AS MYO PAR MYOFORUM FARVIFOLIUM CREEPING MYOFORUM FLAT f'<!EQ'D PLANTS --FULL AND SFREADINQ / WELL ROOTED FLATS AS LAWN DWAFIF FESCUE REQ'D -SEED --- AS ROS OFF 'F' ROSMARINUS OFFICINALIS PROSTF,/ATE ROSEMARY I GAL 12" FULL AND SPf.iEADING, GOOD COLOR REQ'D 'FROSTF,/A TUS' 12" WALL CELJ..S AS REQ'D EQUAL MIX OF VINCA MAJOR, ROSEMARY OFFICINALIS, 4 LANTANA MONTEVIDENSIS PLANTING NOTES, 1. ALL PLANTING AREAS WITH SLOPES LESS THAN 3, I SHALL RECEIVE A MINIMUM 3" Tl-llCK LAYER OF 01-o::!ANIC WOOD BARK MULCH. SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO 6ULK DELIVERY TO Joe SITE. 2. ALL PLANTING Af.iEAS WITH SLOPES OF 3, I OR STEEPER SHALL f.iECEIVE EROSION CONTROL FABRIC 3. ALL ROCK AND DEBF<!IS LARGER THAN ONE INCH (I') SHALL 6E REMOVED FROM ALL PLANTINC. AREAS. DISPOSE OF ALL DEBf.ilS OFF SITE, OR AS DIRECTED BY OWNER'S REPRESENTATIVE. 4. SLOPE FINISl-lED GRADE OF ALL PLANTEF< Af,/EAS TO DF<AIN (COORDINATE WITH CIVIL DRAWINGS) !:\. ALL LANDSCAPE SMALL eE FULL y WATEf.iED-IN UPON PLANTING. DO NOT f.iEL Y SOLELY UPON Tl-4E SPRINKLER SYSTEM. UTILIZE SUPPLEMENTAL HOSE WATERINC. AS REQUlf.iED, INITIALLY AND DURING Tl-4E PLANT ESTABLISHMENT PERIOD, TO ENSUF<!E ALL PLANTINGS RECEIVE ADEQUATE WATER TO THE ENTlf.iE f<!OOT ZONE. 6. FER CITY OF CARLS6AD LANDSCAPE MANUAL, SECTION IV. E SLOPE REYEGETATION I EROSION CONTROL POLICIES AND f.iEQUIREMENTS, SLOPES OVER 8' IN VERTICAL HEIC.HT HAVE, A) STANDARD "I -COVER CROP I JUTE MESl-l (100% COVEf<!AC:IE) 6) ST ANDAF<D "2 -Gf<!OUND COVER, MINIMUM FLATTED SIZE <100% COVERAGE) CJ STANDARD "3 -LOW SPf.iEADING Sl-lRU6S FROM MINIMUM 2-3/4' LINERS (1~% COVERAGE) FLATS --WELL ROOTED 1. ROOT BARf.ilERS SHALL. BE INSTALLED FER DETAIL 'B" SHEET LP 2.1, FOR ALL Tf.iEES LOCATED WITHIN 8'-0' IN ANY Dlf.iECTION OF ADJACENT HARDSCAPE (INCLUDING, BUT NOT LIMITED TO, CURBS, WALKS, WALLS, F<!AMFS, FOOTINGS) AND UTILITIES. ROOT BARRIER SHALL EXTEND 8'-0" LINEAR ALONG FACE OF ADJACENT HAF<DSCAFE FOR A DISTANCE OF 8'-0' ON EACH SIDE OF TREE TRUNK. DO NOT ENCIRCLE Tf.iEE. ROOT BARf.ilERS SHALL BE.'¾:>" <MIN) THICK X 18" DEEP, LINEAi'<! TYPE WITH INTERLOCKING ENDS. MUST CONTAIN ULTRA-VIOLET <UV) INl-4IBITORS AND HAVE A 3/8" <MIN.) WIDE T-TOF EDGE AND C.ROUND ANCHORING FLANGE. NDS ("EP-1850) OR AFFROVED EQUAL. 8. CONTF<ACTOR SHALL SUBMIT A MINIMUM OF ( 4) 1-FINT SOIL SAMPLES FOR AGRICULTUF<AL SUITABILITY SOILS TESTING (STANDARD TEST A0!:\-N) TO Tl-le SOIL AND PLANT LA!SORATORY, ORANGE CA. (114) 282-8111. COLLECT SOIL SAMPLES WITHIN PROPOSED PLANTER Af<!EAS FROM DIFFEF<ENT f.iEffiESENTATIVE Af,/EAS OF Tl-lE 5ITE (SLOPES, O!'<NAMENTAL LAND5CAFE Af.iEAS, PERIMETER LAND5CAFE AREAS, ETC. , AFTER THE COMPLETION OF GF<ADING OPERATIONS. PROVIDE (I) COPY OF THE SOIL REPORTS AND RECOMMENDATIONS, ALONG WITH THE REQUlf.iED PRODUCT SUBMITTALS (SEE SPECIFICATIONS) PRIOR THE BEGINNING OF WORK. CITY INSPECTOR Sl-4ALL APPROVE SOIL TEST RECOMMENDATIONS PRIOR TO AMENDING SOIL. DETAIL. Tl-llS SI-IT. A /B A /B BID BID e ID A /B A/B A ;e C IE C IE C IE Cle Cle C IE C IE C IE C IE F F F C - E - Cf) ....I -~ w 0 + Cf) w l-o z ~ 0 z w CJ w ....I 1-z <( ....I (L LP-4 D) STANDARD •4 -Tf.iEES AND LARGE Sl-lRU6S FROM MINIMUM I GALLON (l/21Z>0 SQUAf.iE FEET) *SLOPES BETWEEN 4' AND 8' IN VERTICAL HEIGl-lT 1-lAVE STANDARD "1, "2, "3 ABOVE. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUILT'' *SLOPES 3' OR LESS IN VERTICAL HEIGl-4T AND ADJACENT TO FUE3LIC WALKS OR STREETS HAVE ST ANDAF<!D "I. A OAl.lFOftNtA DDRPORATION MW PELTZ + ASSOCIATES LANDSCAPE ARCHITECTURE SOLANA BEACH, CALIFORNIA 858.481.0888 / RLA 2010 ENGINEER'S SIGNATIJRE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER DATE TITLE ______ _ REV!E\.IED BY, INSPECTOR DATE DATE t':-31'-::'ti>:-"'.1,=::ti>:+-------,r=c=1TYc'-c=LAN~DSCA~"-c'FE"-'REc::::...:-eu:::::6M~1n-"A=L'--------,f-----1f---+--+---1 5 CITY OF CARLS BAD ~2 I/W/IZ'1 CITY LANDSCAPE &U6MITT AL Lill 3/21i>/IZ'1 CITY LANDSCAPE RE-&U6MITTAL PLANNING DEPARTMENT ~ 4/18/01 CITY LANDoCAFE RE-&U6MITTAL ~=:::'..':==::::::=:::::::::::::::::::::::::::::::=::==:::'..':=:=:::; &/lr2l/r2l1 CITY LAND5CAFE RE-5U6MITTAL DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL Coastline Community Church 1A1r~1 PLANNING OWN BY: CHKD BY: RV\.ID BY, 2215 CALL£ BARCELONA ARROYO IA COSTA CHURCH SITE CARLS!lAD, CALIFORNIA 92008 q ✓ t-il:oft PROJECT NO. SDP 02-16 b·IZ-•o1 DATE DRAWING NO. 423-IL \ ~· -1\ • ~") ' \ KE1 NOTES CD VEHICULAR CONCRETE PAVING: @ @ PEDESTRIAN CONCRETE PAVING: (~J, - @ EXPANSION JOINT @ (±} SAWCUT SCORELINE @, @ TOOLED SCORELINE C-@ @OMIT ~ G) CONCRETE MOWCURe {c'\ @,E ~ @ REINFORCED TUF<F FAVING:---i---=:__i LC-3~ @ LANDSCAPE DRAIN F @,c 7.£..j ~ RETAINING PLAZA WALL----+-~-,.J ~ C-@A ®1 CONCRETE STAIRS HI HANDRAIL--=----1-~,'--,-l ~c-@ PEDESTRIAN GUARD RAIL ~ @ AMFI-IITHEATER LC-Ye'\ ~~ @ FIRE RING ~ ,,----._ @ D.G. FAT!-! WI REDWOOD HEADER@ z_ @ ENTRY SIGN WALL ~ LC-1@ @ 51TEWALL C cc: @) RETAINING HALL FER CIVIL DWGS. @ PLANTED RETAINING WALL FER CIVIL DWGS. @ CURe FER CIVIL DWGS. @ GRAVEL I D.G:. DRIVE FER CIVIL DWGS. @ 6ROW DITCH FER CIVIL DWGS. /", .,. ~-\ \k. \_ _<' -\~ \ ,, .~ \ @ ~ @ @ @ @ @ 5TORM DRAIN FER CIVIL DWGS. TEMPORARY MODULAR STRUCTURE (SI-IOWN FOR REFERENCE ONLY) 6UILDING WALL / COLUMN FER ARCH'S DWGS. OMIT TRASI-I ENCLOSURE FER ARCH'S DWGS. REDWOOD l-!EADER _____ (e'\i--,..-::6c--c-1 ~ ,,-------. 8' SQU. STANDARD A.D.A. DRAIN---+--=--! <REFER TO CIVIL DWGS.) EXISTING HARDSCAFE TO REMAIN HARD5CAPE LEGEND MEET EX. SIDEWALKS TRUE AND FLUSl-! (TYF) @ @ @ @ TRANSFORMER FER ELECTRICAL DWG:S. I-IANDRAIL----------==-+@;:.D-,-l _ _,_ __ COMPACTED D.G:. SUF<FACE WITI-I STA61LIZER COLOR, 'MOJAVE GOLD' 6Y KRC ~ GATE ~ PLAN NOTES, L FINISHED GRADES SI-IALL 6E ESTA6LISl-!ED TO DIRECT 5UF<FACE WATER DRAINAGE AWAY FROM Tl-IE 6UILDING:S AND OTI-IER STRUCTURES. ✓-"";__ii----2 X ~ REDWOOD l-!EADER l¢,~~f- --LAWN a .. l~ -<.O ,J\,) v'- LAWN // Jpft,E /' /' < ,,,.<-" v••· FA ;,• \ f""' \ ,,,fr ,, ,,,,;f",,., ' Fr gP _,,, _yr/7 ?;;r ,,-,.✓ ✓-F·p o?lf;f'/' --" c$:~-:s~ 0 -\fX.5,~( /\ ~ c;;;;, 011(. ;;/ r\)1''·· ,,.j,r., f ' /'/:;.O 'fl ~ ., r~ :~f;'.ioflY l';;a/ .. PA FA /1 I \ I i j j___ OPE I ,/ iOP Or 5\.-- ( 1 i " rn LAWN I I . I I I i ' ' L_ ' LI . FINE GRADE AS REQ'D TO PROVIDE SMOOTI-I :.~SITION \ LAWN 4 ,o+OO FA LAWN . 7 / PA ~~~,~r=t=~~~~t__,._'.C:,'.'_ /fl~ c";jQ),i-b~,J.-:;~C:-1-,,.-,-, :1-1T_if7· s_, rr(PR.,..NA-.i£1_'J -,.. __ i_,,_1 "~--= 16 <v I ,,-t C4 "---., u I-. l/.Jl U)i \,_,..-• .-,,---Aw ~,tl \ (/) ~' 25 K p -.... :i ,_~, l1; ""H:JI\ .. FA z ::i a.. z 0 -1- e,0TioM OF SLOPE FA u ::> 0:: I- C/) <O ALIGN ~ ~ A CALll'IOIINIA. CORPOIU,TION MW PELTZ+ ASSOCIATES LANDSCAPE ARCHITECTURE SOLANA BEACH, CALIFORNIA 858.481.D888 I RLA 2010 NORT!-1 0 15 SCALE, 30 1" =312'' z 0 u w a.. <( u Cl) 0 z <( ....J LC-1 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUIL T 11 ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER DATE TITLE ______ _ REVIE\JED BY, INSPECTOR DATE DATE l/:3e/01 CITY LANDSCAPE SlleMITT AL F~='"~,1="+---+cc=1TY'--'---"L,,_,AN=D=SC=A=PE-'=-"FiE=--::-e1=ueM='T..!!:TA:,,:L'----+---..1---+---l-----.1 ~6 CITY OF CARLSBAD ~2 ~/26/01 CITY LANDSCAPE Fii:-eueMITTAL LJJ2_j PLANNING DEPARTMENT ~ 4/l&/01 CITY LANDSCAPE Fil=-eueMITTAL ;::::=:::.'.==============:::'..'.=== S/10/01 CITY LANDSCAPE Fie-eueMITTAL Coastline Community 2215 CALLE BARCELONA ARROYO LA COSTA CHURCH SITE CARLSBAD, CALJfORNIA 92008 Church l-----+---+--------l----1-----1---l--------l 1-APP_._,_~:::t=-c=+-{-=.6=-=-:' ~::::.LH=it.+----&l z. OJ I t----+----l--------------+----1----4---'---J . PLANNING DATE . DATE INITIAL DATE INITIAL DA TE INITIAL ENG1NEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY: __ CHKD BY: __ RVw'D BY: PROJECT NO. SOP 02-16 DRAWING NO. 423-IL 1-4ARD&CAFE FINl&l-4 LEG!END . ~ ·· .. j:'.:/,t_,;--,-_ ·-7'-!--COLORED CONCRETE FIELD WITl-l ACID-ETCl-i t·,_~ · 8~ · · FINISl-i AND SAWCUT SCORELINES FER FLAN J-~-~-:: COLORED CONCRETE SAND WTl-l EXPOSED · I .. · ·-·-~.CC'··.·.·.·.· --AGGREGATE FINISl-l AND SAWCUT SCORELINES - i /· ·/_,-4'(~ r--· -· \ \ \ \ \ I. PA'--,--. \ .. \ I PER FLAN ~+--COLORED CONCRETE PAVING WITl-l BROOM FINISl-i AND TOOLED SCORELINES FER FLAN COLOR, 'LIMESTONE' BY SCOFIELD EXPANSION JOINT"-{p'\ ~ COMPACTED D.G. SURFACE WITl-l SEALER --i-2 X ~ REDWOOD 1-lEADER 8' -e>' '4" ., - e,ANP H ' 4• 'el - I < -- - ALIGN .,,,7 ( 41 -., .1 j ! Cr ., ' < /4 I ~ -LAWN . f.@A-'< •.. >".. • • • . . f.O.PI.--• ;j . . ... --~ . . . . . . . . . q . \ . . . . . . . . . . OUTSIDE EDGE OF WALL 6ATTER (TYF.) I 1-/ ! " . ' ,' I i I / I I I I I I MOUND SOIL AROUND BACK SIDE OF Tl-IE AMPI-IITl-iEATER TO PROVIDE NO GREATER '-L---lTl-lAN 30" Cl-lANGE IN ELEVATION BETWEEN TOP OF STRUCTURE AND TOF OF FINISl-iED GRADE IN Tl-lE LANDSCAPE -SLOPE SI-IALL NOT EXCEED 2, 1. <REFER TO DETAIL DWGS.) KEY NOTE& (D VEl-llCULAR CONCRETE PAVING : .3 @ EXPANSION JOINT (o"\ g_.3 <±) SAWCUT SCORELINE ~ (p'\ @ TOOLED SCORELINE ~ @OMIT G) CONCRETE MOWCUR6 ~@ @ REINFORCED TURF PAVING ~ 6::\ @ LANDSCAPE DRAIN ~ @ RETAINING PLAZA WALL C @ PEDESTRIAN GUARD RAIL :. La\ @ AMPI-IITf.lEATER ~ ~ @ FIRE RING ~@,,--..._ @) D.G. PATl-l W/ REDWOOD I-IEADER ~ i @ ENTRY SIGN WALL ~ @ SITE WALL ~ @) RETAINING WALL FER CIVIL DWGS. ~ @ PLANTED RETAINING WALL FER CIVIL DWGS. @ CURS PER CIVIL DWGS. @ GRAVEL I D.G. DRIVE PER CIVIL DWGS. @ BROW DITCl-l FER CIVIL DWGS. @ ~ @ @ STORM DRAIN PER CIVIL DWGS . TEMPORARY MODULAR STRUCTURE (S!-tOWN FOR REFERENCE ONLY) 6UILDING WALL I COLUMN PER ARCl-l'S DWGS. OMIT @ TRASI-I ENCLOSURE FER ARCl-l'S DWGS. Ke, REDWOOD 1-!EADER -----@-e___, ¥-$1 C-,..--.._ D @ 8" SQU. STANDARD A.D.A DRAIN --+-c-c-:-s--i <REFER TO CIVIL DWGS.> @ EXISTING l-lARD5CAFE TO REMAIN @ TRANSFORMER PER ELECTRICAL DWG5. @) l-lANDRAIL--------Gj~Ae--+@-c-D_-.-1~ @ GATE ~ @ OVERI-IEAD STRUCTURE FER ARCl-4'5 DWGS. FLAN NOTE, I. FINISl-lED GRADES 51-lALL ee E5TA6Ll51-lED TO DIRECT SURFACE WATER DRAINAGE AWAY FROM T!-tE 6UILDINGS AND OT!-tER STRUCTURES. NORTl-l (!) s '"' SCALE, 1"=10' z <C ....J 0.. ....J -<C .... UJ 0 z 0 -.... (.) => a::: .... Cl) z 0 (.) UJ 0.. <C (.) (f) 0 z 30 <C ....J LC-2 A OA.LIFORNIJI. OORPORATION MW PELTZ+ ASSOCIATES LANDSCAPE ARCHITECTURE SOLANA BEACH, CALIFORNIA 858.481.0888 / RLA 2010 ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY REQUIRED RE-SUBMITTTAL -l'EBRUARY 15, 2005 TITLE ______ _ DATE REV!Ew'ED BY• INSPECTOR DATE l/:il1!Mi!'1 CITY LANDSCAPE SUeMITTAL lliJ CITY OF CARLSBAD Lill ~:;;~~~,~~cc...+--+-"-C~lrr~LAN~=D~SC~A~PE~~~=-~SUeM~~ln~AL~----+---+---+---,e--~ 7 2 :i!/26/01 CITY LANDSCAPE ~-SUeMITTAL ;:::::=:::::...':::==::::::P::::L::::A'::::NN:::I'::::NG=::::D:::E:::PA::::R:::T:::::ME::N:::::T==:::::...':::====! 4118101 c1rr LANDSCAPE ~-SUeMITTAL S/10/01 c1rr LANDSCAPE f<E-sueMITTAL Coastline Community Church 2215 CALLE BARCELONA ARROYO lA COSTA CHURCH SITE CARLSBAD, CALIFORNIA 92008 l--+----+----------+----+--t-----+-----1 I APl~~{ ~, f:).\A 0·IZ· o'T -~~---+--__,_ ___ ,.._ _____ DATE 1----+--+-----------------,1----+---l---t----1 ::;;P~L~AN~N~I:;::::NG=:=::::::;-;::::::=========::::::;-;:;:::=====: 1----+--+---------------e---+----i---+----t DWN BY: ---PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RV\.'D B~,---SOP 02-16 423-IL 4 2 (J w ~ ~•b:;b 1f ~ ->k----~h~~~.,,t, .· i1H1 ·" , EQ. 3" CLR. 12" MIN. 3 NOTES, 1. VEFi?IFY DEFTI-I OF CONCFi?ETE FER Tl-lE SOILS REPORT AND ENGINEER'S Fi?ECOMMENDATION. 2. SUeGRADE COMPACTION Sl-lALL 6E AS Fi?EQUIFi?ED BY THE SOILS REPORT AND ENGINEER'S Fi?ECOMMENDATION. CD @ ® 8" MIN. Tl-lK. PCC PAVING: (FINISI-I FER FLAN> "3 REBAR AT 12" O.C. EACI-I WAY COMPACTED SUeGRADE AND CLASS 2 BASE TO SS% TO 12" DEEF (MIN.) <REFER TO SOILS RE FORT) 1/4" RADIUS (TYF) 1" AT LAl-"IN AREA, 2" AT G:ROUNDCOVER "4 REBAR CONTINOUS AT TI-IICKENED EDG:E -" ' __ ,_ ·' ----' _.---. ' 3" CLR. 4--"~---,,.CCE~Q=·- L 1(2)" MIN. k >r 'l NOTES: 1. VERIFY DEPTH OF CONCRETE PER THE SOILS REPORT AND ENGINEER'S RECOl'1MENDATION. 2. SUeGRADE COMPACTION SI-IALL 6E AS f,i?EQUIRED 6Y THE SOILS Fi?EPORT AND ENGINEER'S RECOMMENDATION. CD 0 ® S" MIN. TI-IICK CONCRETE PAVING: -FINISI-I FER FLAN "3 REBAR e 18" O.C. EACH WAY COMPACTED SUBG:RADE AND CLASS 2 BASE TO SS% TO 12" DEEF (MIN.) <REFER TO SOILS REPORT) 1/4" RADIUS (TYF) I" AT LAl-"IN AREA, 2" AT G:ROUNDCOVER "4 REBAR CONTINUOUS AT TI-IICKENED EDG:E G) FINISI-IED GRADE IN PLANTER AREA @ VEI-HCULAR CONCRETE PAVING SECTION NO SCALE @ PEDESTRIAN CONCRETE PAVING SECTION NO SCALE 3/8" 11 (J w (3 w I TOOLED SCORELINE I b, -,-- 1/8"-11 l&AWCUT SCORELINE! @ TYPICAL CONCRETE JOINTS SECTION ® LANDSCAPE DRAIN SECTION (J IU . ' I 1 l EXPANSION JOINT I 12" I, EQ. <MIN.) EQ. 1 LJ _Ll 8" 8" (MIN.) (MIN.) I DOWELED EXPANSION JOINT I NOTES, I. REFER TO FLAN FOR LOCATIONS 2. EXPANSION JOINTS SI-IALL BE PROVIDED BETWEEN I-IARDSCAPE AND BACK OF CURBS, 6UILDING: WALLS AND/OR COLUMNS (NO SYMBOL Sl-lOWN ON PLANS) z ::r-1 1--1 O..IL IUQ!'_ Ow IL = N 3. SUE-GRADE COMPACTION SI-IALL BE AS REQUIRED BY Tl-IE SOILS REPORT AND ENGINEER'S RECOMMENDATION. CD NDS 4" DIA. ATRIUM GRATE IN 51-!RUB/G:ROUND COVER AREAS ( COLOR, GREEN> (l) 4" DIA. PVC RISER <LENG:TI-I AS REQUIRED) @ 2% MIN. SLOPE TO DRAIN <TYF) (REFER TO CIVIL DWG:S.) FINISI-I GRADE NDS CATCI-I BASIN <SIZE AS REQUIRED) RIGID PVC DRAINLINE <SIZE AS REQUIRED> TIE INTO STORM DRAIN SYSTEM -REFER TO CIVIL DWG:S. NO SCALE (J w (J IU CD CONCRETE PAVING: PER PLAN (]) FIBER EXPANSION JOINT MATERIAL @ SEALANT-VULCAN OR EQUIVILENT (COLOR TO MATCI-I CONCRETE) @ 1/4' RADIUS (TYF) @ FACE OF WALL OR CURB - WI-IERE OCCURS FER PLAN @ 3/16' SAWCUT AT 1/2" DEEP G) 3/8" !,,IIDE IN CONCRETE PAVING: @ JOINT CAP (BY BURKE OR EQUAL> @ *4 STEEL DOWEL X 12" LONG: AT 18" O.C. @) SPEED DOWEL SLEEVE SYSTEM -CENTER IN SLAB @ COMPACTED SUBG:RADE NO SCALE A IINIA CORPORATION: MW PELTZ+ ASSOCIATES LANDSCAPE ARCHITECTURE SOLANA BEACH, CALIFORNIA 858.481,0888 / RLA 2010 a w (j IU 2 3 EQ. EQ, © CONCRETE MOWCURB 5ECTION CD cp s CAST-IN-PLACE CONC. REINF. TURF PAVING: @ "4 REBAR& e 12" O.C. 60TI-I WAY5 2 @ I" LAYER OF AMENDED TOPSOIL <FER SPECS) ON TOF OF REINF. TURF PAVING: @ FILL CELLS WITl-l AMENDED TOP SOIL <FER SPECS) 4 7 ® REINFORCED TURF PAVING SECTION CD COLORED CONCRETE MOW CURB WITI-I LIGHT BROOM FINISI-I PROVIDE EXPANSION JOINTS e 15' O.C. MAX. @ "3 REBAR CONTINUOUS LAP 12' (MIN.) AT 5FLICES @ 112" RADIUS, TYPICAL (±} 9~% MIN. COMPACTED SUE-GRADE -UNDER MOW STRIP ONLY @ I" IN LAl-"IN AREAS 2" IN SI-IRU6 AND/OR G:ROUNDCOVER AREAS NO SCALE @ COMPACTED SUl5CiRADE FER SOILS ENGINEER'S RECOMMENDATIONS @ CONCRETE FAYING: <FER FLAN) G) ® SOD -REFER TO PLANTING: FLANS AND SFECIFICA TIONS CLASS 2 AGG:REG:A TE 6ASE COMPACTION AND DEPTH FER SOIL ENGINEER'S RECOMMENDATIONS NO SCALE ENGINEER'S SIGNATIJRE REQUIRED ON PAGE 1 ONLY APPROVED APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITLE ______ _ REVIE'w'ED BY• ENGINEERING PLANCHECKER DATE INSPECTOR (/) ...J -.:: w 0 z 0 -I- {) :::> a:: I- (/) z 0 {) w 0... <( {) (/) 0 z ::i LC-3 DATE DATE 1/30/01 CITY LANDSCAPE eueMITTAL [ID Lill Fll=/0'-"1/=07+--+'C=ITY'-'-=L=AN=D=SC=A=PE-=-=-RE=-=-&U=eM=ITT-'-'A=L'----+---+--l---+----1 8 CITY OF CARLSBAD 2 ll/26/01 CITY LANDSCAPE RE-SUBMITTAL PLANNING DEPARTMENT 4/le/01 CITY LANDSCAPE f'<E-&UeMITTAL :===-::=============-=====: !>/~/IZ>1 CITY LANDSCAPE !'<e•eueMITTAL Coastline Community Church 2215 CAU£ BARCELONA ARROYO IA COSTA CHURCH SITE CARLSBAD, CALIFORNIA. 92008 ----------------I-APP~~_.__..~ [_9_· ,_~_!)fr~·~--{,,,·IZ-o'/ I 1----t---+--------------+---t----+--1----1 ::;;P::::';LA~N~N~IN:=G==::::;-;:::=======~==D=A=TE==:· 1--0~ATE~i--c1=Nlll=A~L+--------------+---l---+---t----t DWN BY: --PROJECT NO. DRAWING NO. DATE INITIAL DATE 1Nl11AL CHKD BY ENGINEER OF WORK REVISION DESCRIPTION RV"D BY',---SDP 02-16 423-IL □TH£R APPROVAL CITY APPROVAL w / I I l I \ \. ' • ~ ....__ r 1-1/2" 14' (MIN.) EQUAL SPACING (SEE PLAN) 1(.[__J,~ I ! EQUAL SPACING <SEE PLAN) A &IM. @ CONCRETE ST AfRS H/ HANDRAIL A SECTION ~-3' ~· DIA. @ AMPHITHEATER PLAN • SECTION 12" SECTION 2e>" 4" (MIN. t PA /7'·•-.J=".bAN v1Ei,.i .f CD @ ® © ® @ G) ® @ @ ® @ @ ..... ·•·... \ < PRECASTCONCRETE~ l,.IALL CAP ~ 8 X 8 X 16 SPLIT FACE CONC.BLOCK(COLOR, 'PADRE BROl,.IN') -GROUT ALL CELLS SOLID EXPANSION JOINT ___ D__, 1,.1/ SEALANT C-3 PAVING FER PLAN COMPACTED SUBGRADE TO ~5% "4 REBAR 16' AT O.C. • 4 REBAR 24" AT O.C. •4 REBAR CONTINUOUS OVERLAP SPLICES 12" MIN. l,.IATERPROOFING FINISl-lED GRADE IN PLANTER PLANTER BACKFILL MORTER SETTING 6ED AS REQ'D <COLOR TO BE DETERMINED> 3" DIA PERFORATED RIDGID PYC DRAIN PIPE l,.IRAPPED IN FILTER FABRIC CONTINUOUS AT TOP OF FOOTING - TIE INTO STORM DRAIN SYSTEM 4" TI-IK. GRAVEL AROUND s . = z N--r: SECTION 3'-2" CAP (TYP) 3" 1" <J 4 WIDTI-I PER FLAN EQ. 12· 3" O.C. 2" ._, &ECTION .. <J ELEVATION SIM, SECTION 'A' '"' . . '<t z Nr: ...... 1'-11Z>" <MIN.) SECTION 'A' KEY NOTES (!) TWO-FART URETI-IANE &EALANT -3-SIDES 0 FOL YETI-IYLENE 6ACKER ROD (1/e," LARGER T JOINT WIDTI-I) 3 SID S ® 1/2" EXPANSION JOI @ CONCRETE SEATWA ® 1/8" RADIUS @ 3/4" CI-IAMFER (TYP) G) TOP OF CONCRETE SEA TWALL WITI-I ACID-ETCl-l FINISH 0 FACE OF SEA TWALL WITI-I ACID ETCI-I FINISI-I ® FINISI-I SURFACE @ SEATWALL EXPANSION JOINT -SEE DETAIL SHEET L-1.5 ® SEE Sl-lEET L-1.5 FOR SEATWALL DETAIL ENLARGEMENT NOTE, CONCRETE SURFACES SI-IALL RECEIVE A MIN. (2) TWO COATS CONCRETE SEALER © RETAINING PLAZA HALL SECTION PIPE -DO NOT PLACE 6TWN. FOOTING AND PIPE NO SCALE @ NOTCH / EXPANSION JOINT NO SCALE CD ® ® @ ® ® G) ® ® @ ® @ @ CD ® ® © ® ® G) ® CONCRETE &T All'-<?& WI MEDIUM BROOM FINl&I-I ON TREAD& <PERPENDICULAR TO FATI-I OF TRAVEL> AND LIGHT &AND6LA&T FINISH ALL OTI-IER EXPOSED SURFACES CONCRETE CI-IEEK WALL WITl-l LIGl-lT SANDBLASTED FINl&l-l ~ PEDESTRIAN CONCRETE PAVING C- FINISI-I PER PLAN -@ DOWELED EXPANSION JOINT ~- AT TOP AND BOTTOM (TYPJ 1/2" RADIUS ON ALL CORNER& (TYP) "4 REBAR AT 18" O.C. "4 REBAR AT 12" O.C. CONCRETE FOOTING COMPACTED SUeGRADE 2% &LOPE 3• WIDE BAND OF l/8" WIDE X 1/4" DEEP ecoRELINEe PER TREAD 1/2" RADIU5 <TYF) 3" DIA. X 8" DEEP CORE DRILLED 1-lOLE FOR 1-lANDRAIL POST PRECAST CONCRETE CAP ------<-g-_...., FIRE RING @@ RETAINING PLAZA WA~C--(c'\ {c'\~ ~ SITE WALL PAVING FER PLAN CAST IN PLACE COLORED CONCRETE W/ ACID FINISl-l COLOR, "LIMESTONE' 6Y SCOFIELD CURB <PER CIVIL DWG.SJ &FLIT FACE BLOCK VENEER - COLOR, "PADRE BROl,.IN" SECURE TO FACE OF CONCRETE WITl-l WALL TIES AND MORTER SETTING: 6ED AS REQ'D EXPANSION JOINT @ •4 REBAR AT 18" O.C. I-IORIZONTAL <TYP TOP AND 6OTTOM OF FOOTING) •4 RE6AR AT 18" O.C. VERTICAL (TYP AT OUTSIDE EDGES OF FOOTING:) "4 REBAR HORIZONTAL (CONT.) TI-IROUGI-IOUT FOOTING A& SI-IOWN •4 REBAR LONGIITUDINAL AT 18" O.C. (TIE TO 1-lORIZONTAL REBAR AS REQ'D) SET 1-lANDRAIL PO&T IN NON-5HRINK GROUT, CENTER AND 5ET PLUMB IN HOLE 1-1/2" CLEAR <TYP) 8" (MIN.) TI-IICKEND EDGE (TYP) INTERMEDIATE HANDRAIL-----@c----=-D----c-l c-WI-IERE 51-!0WN PER PLAN AND Ae REQ'D PER LOCAL CODE NOTE&, 1. &U6C:JRADE COMPACTION SI-IALL BE AS REQUIRED SY Tl-lE SOIL& REPORT AND ENGINEER'& RECOMMENDATION. 2. VERIFY DEFTI-I OF CONCRETE AND FOOTINGS PER Tl-lE &OILS REPORT AND ENGINEER'& RECOMMENDATION. NO SCALE •4 REBAR I-IORIZONT AL (CONT.) AT 15" O.C. NO GROUT PROVIDED AT FINISI-IED GiRADE OF PAVING TO ALLOW FOR FREE-MOVEMENT OF EXPANSION JOINT CONTINUOUS AT FACE OF WALL FINISI-IED G.RADE SLOPED TO DRAIN 3/4" CI-IAMFER, TYF. ALL CORNERS COMPACTED SU6GRADE NOTES, I. &U6C:JRADE COMPACTION SI-IALL BE A& REQUIRED SY Tl-lE SOIL& REPORT AND ENGINEER'& RECOMMENDATION. 2. VERIFY DEPTl-l OF CONCRETE AND FOOTINwsS PER Tl-IE SOIL& REPORT AND ENGINEER'& RECOMMENDATION. 3. CONCRETE SURFACES Sl-lALL RECEIVE A MIN. (2) COAT& OF CONCRETE SEALER NO &CALE (/) ...J -~ w 0 z 0 -I- (..) :::::> 0::: I- C/) z 0 (..) w a.. <( (..) (/) 0 z <( ...J LC-4 A OAI.IFORNIA C:ORPORATION MW PELTZ+ ASSOCIATES LANDSCAPE ARCHITECTURE SOLANA BEACH, CALIFORNIA 858.481.0888 / RLA 2010 ENGINEER'S SIGNATIJRE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. II AS BUILT" TITLE ______ _ DATE REVIE',/ED BY• INSPECTOR DATE F-3/=IZ>-"-1/=-IZ)+---+-'C=-IT'-'-Y-"L"---'AN'--=Dc..-=SC--=A=Fe--=--'-l'<E=--=-5U6Mc==-=IT-'-'-TA-=L---+---+--+---+----I 9 CITY OF CARLSBAD 2 l/31Z>/01 CITY LANDSCAPE 5U6MITTAL CTI] ~ 3/26/01 CITY LANDSCAPE F<E-5U6MITTAL :==:::::'....'===PL=A=N=Nl:=N:=G=D'=E=PA=R=T=ME=N=T==::::'....:==:::: 411&/IZ>1 CITY LANDSCAPE t'<E-5U6MITTAL S/10/01 CITY LANDSCAPE fiilE-5U6MITTAL Coastline Community Church 2215 CALLE llAACELONA ARROYO LA COSTA CHURCH SITE CARLS!Wl, CALIFORNIA 92008 1------1--+-------------+-----+--+-----+----I I APf.ft~ ( ¾~ ~..o--tf l, ·(~·01 t----+------+--------------t----+---t----t----t :::;-P-;L~A~N-:::;,~N:=l~N;G:::::+;;;;;;~~=~=~=~=~=~=-=-;;;;=-;;;;=-=-:;;::=D=A=TE=:::: t--~-+-~----+--------------t----+---t-----+---t DWN BY: --PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RV',/] B~,---SDP 02-16 423-IL ;! ~ • j£ I::! Cl 3: O". ~ MIRROR <ti OPPOSITE SIDE v-llDTH PER PLAN 11----.. 81---.... @FIRE RING SECTION 1 .3/8'1r- 1/2" I 1/2" PLAN VIEW TYP. CD PRECAST CONCRETE v-lALL CAP QUICK.CRETE: COLOR, TUSCAN WI-IITE TEXTURE: T1 ( ACID ETCI-I) SEALER, STD (STD. GLOSS) (3) COATS REFER TO PLANS FOR LOCATIONS OF DIFFERENT WALL CAP WIDTI-IS AND RADII @ .3" >< .3/4" MORTAR KEY (CENTER IN CAP) " TIE TO STORM DRAIN <REFER TO CIVIL> @ SLOPE TO DRAIN FROM FROM CENTER LINE (TYP. SOT!-! SIDES) @ 1/4' RADIUS @ .3/8" MORT AR SETTING 6ED @ CONCRETE GROUT W/ SEALER <COLOR TO MATCH 1--!ALL CAP) 1--!IDTf-l PER PLAN .3/4" 2 1/2" SECTION q 4 <I © CONCRETE CAF .3" • , @ SLOPE 1 'I 4 z'I 2 18" NO SCALE 12" z'I <I CD .36' STAINLESS STEEL RING BURNER KIT (J) 42' 'SEE THROUGH' ROY AL LOO SET (tlf>R -CH6-42-2) @ PRECA5T CONCRETE W WALL CAP-------+v~-..+- @ EXPANSION JOINT--@-- @ CAPPED ACCESS NOTES: FORGA5 KEY @ PAVING PER PLAN G) 4' THK. FIRE6RICK COLOR: '6UFF,' 6Y RCP @ COMPACTED SAND SETTING 6ED @ 8 OZ. FILTER FA6RIC @ ® @ ® 6" COARSE GRAVEL CONCRETE 6ASIN a,• ♦ CAST IRON DRAIN CAP 1-!0RIZONTAL .3' RE6AR AT 16" O.C. Q±} VERTICAL .3" RESAR AT 16" O.C. (@ GAS LINE (REFER TO M.E.P. D~.J (@ COMPACTED 5U6GRADE @ GAS VALVE (INCLUDED IN GAS RING BURNER KIT) (@ CERAMIC EM6ER5 / CINDERS 6Y GAS PRODUCTS, INC. PROVIDE A5 REQ'D TO FILL 6OTTOM OF FIRE RING 1. REFER TO PLAN FOR LOCATIONS. 2. SUSGRADE COMPACTION SHALL 6E AS REQ'D 6Y Tl-IE 5011 ... 5 REPORT AND ENGINEER'S RECOMMENDATION. 3. PROVIDE WATER TIGHT SILICON SEALANT AROUND ALL TI-IRU-WALL PENETRATIONS. 4. GAS 6URNER ASSEM6L Y, PIPING AND SI-IUT-OFF VALVE SHALL 6E 6Y GAS PRODUCTS, INC. CONTACT DENISE AT (11'='>482-112.3 OR VISIT WWW.GASPRODUCTSCOMPANY.COM FOR ADD'L INFO. &. Tl-IE CONTRACTOR SI-IALL 6E RESPONSIBLE FOR ALL GAS PIPING AND COORDINATION OF SIZING TO MEET AND FIT Tl-IE GAS PRODUCTS, INC. PRODUCT INSIDE Tl-IE FIRE RING ASSEM6LY. .3/4" TI-IICK GRAY CAST IRON DRAIN COVER WITH 'CAST IRON FETINA" FINISf-l NO SCALE MEETS ALL AMERICAN WITH DISA6ILITIES REQUIREMENTS REFER TO CIVIL DRAWINGS FOR EXACT LOCATIONS AND QUANTITIES AVAILA6LE FROM: URBAN ACCESSORIES (25>3) &12-1112 @8" SQUARE STANDARD A.D.A. DRAIN SECTION <t I I 1e· (TYP.) (TYP.) r---:-----._( TYP.) ® FIRE RING PLAN NO SCALE A. CALlflOIIINfA oo•PORA.TIOlt MW PELTZ + ASSOCIATES LANDSCAPE ARCHITECTURE SOLANA BEACH, CALIFORNIA 858.481 . 0888 / RLA 2010 ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER DATE CD PRECAST CONCRETE WALL CAP @ 4" THK. FIREBRICK IN 'SUFF' SY RCP SET IN SAND SASE @ GAS SURNER @ PAVING FER PLAN @ PRECAST CONCRETE CAP-@- NOTES: 1. PROVIDE GAS LINE TO Tl-llS LOCATION. 2. REFER TO CIVIL DWGS FOR GAS LINE STU6 OUT AT Tf-llS LOCATION. NO SCALE en ....J -~ w Cl z 0 -l-o ::> Cl:'.'. I-en z 0 () w a. <( () en Cl z <( ....J LC-5 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. II AS BUIL T 11 TITLE ______ _ REVIEw'ED BY• INSPECTOR DATE DATE l/3e>/e>1 CITY LANDecAFE e\JeMITTAL ~ D ~ f-"3:.::::/e>-:-"1/:'=:e>:'!--+'C::::.IT:':,'Y,-::L=AN'--,'D:-:ecA'=:'-:":FE==-':l'<E=-':-eueM'=:--=IT=-T AL-:'c------+----t---+----t----1 0 CITY OF CARLS BA 2 3/26/e>1 CITY LANDSCAPE F<E-eueMITTAL :=::::=:::'...'.:==P=L=AN=N=!N=G=DE=P=AR=T=M=EN=T===-==~ 4/1&/e>1 CITY LANDecAFE l'<E-6\JeMITTAL Slle>le>1 CITY LANDecAFE l'iiE-eueMITTAL DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL Coastline Community Church 2215 CALLE BARCELONA ARROYO LA COSTA CHURCH SITE CARLSBAD, CALIFORNIA 92008 I APPR:'.\?. ( q ' : PLANNING t!\.J;r DWN BY: PROJECT NO. CHKD BY: SDP 02-16 RVw'D BY: Co·(Z-•c7i DATE DRAWING NO. 423-IL o5 (j.) ' ......... f' C: DWG14\TCP-PLAIWWG ----. ~ X t -<:[ a' I: -<:[ = IU 'f _J u ~,. ' "A '., ---------·----- ., • ' :;, I i & ------------... "-~------., --·--·----- I j )·------------·- I I • .. . . f • ~ •· ' • , '··" ~I r I i I l 7' , & s .--\ --· ---=::i 4 -\ I :, ----------r0 ' I I • l A • • . • .. ' r ·-• A • ' ' • J I I I -----r--------- l l I (MAX.) l 'I ® @ PEDESTRIAN GAURDRAIL I 1--tANDRAIL @SITE HALL SECTION 4• o.c. 14' (MIN.J @ 1--tANDRAIL SECTION REVISED 3/00 2S'-li:;:)" 2S'-1e" I @SIM. c-'t. • . . ~ii-•'~--1fu~~m~~=::ci -ilJ.;,T L ·r 3 --=,:1:J:; ;LL, ,TLCCCH- 1 111 ,u I ct. I ~ <MIN.) 1i::," <MIN.) THK. EDGE \ \ I I , I I DETAIL 'A' DETAIL 'A' CONC. STAIRS FLAN 1 --~ -I = -I (~ -<:[ 3'. '--w '----= 8 <l) O'. ~ "'w I <l) ,,-xoc I!:! \. (ll Q --i!~ -<:[ ~ z Ill -.I) ::--j: i! I: t -<:[ 7 '--!:ii\') I- -;g~ <l) '-- CONCRETE ST AIR& (FER FLAN) 7'-12:l" <MAX.) -PROVIDE INTERMEDIATE POSTS A& REQ'D -EQUALLY &FACE 6ETWEEN TOP AND 60TTOM POSTS- SET INTERMEDIATE POSTS CENTERED IN &T AIR TREADS COMPACTED SUBGRADE I-IANDRAIL AT STAIRS EXTEND HANDRAIL LENGTI-I AT 60TTOM OF STAIRS THE WIDTH OF (1) STAIR TREAD, FLUS 12" EXTEND I-IANDRAIL LENGTH AT TOP OF STAIRS THE WIDTH OF (1) STAIR TREAD (12" MIN.) NOTES: I. REFER TO SAN DIEG:O REGIIONAL STANDARD DRAl-llNGs& -""M-:24". 2. WELD AND GRIND SMOOTH ALL CONNECTIONS. :2. ALL RAILING SHALL 6E HOT DIP GIALVANIZED. 3. FIFE SHALL 6E SEAMLESS STEEL ASTM AS3 GRADE 6. 4. PROVIDE EXPANSIONS SLEEVES AT I~" O.C. CD 0 ® @ ® @ G) " = ~ ~ '-- PAVING PER PLAN COMPACTED SUSC:sRADE WALL AND FOOTING <REFER TO CIVIL) 1-1/2' DIA. STD. PIPE POSTS POSTS (GROUT IN PLACE W/ NON-S!-IRINK GROUT) 1-1/2" DIA STD. PIPE !-IANDRAIL FINIS!-! GRADE (REFER TO CIVIL) !-IEIG!-IT VARIES <REFER TO CIVIL) NOTES, ® PROVIDE AT ALL CHANGES OF DIRECTION (TYF) AND PROVIDE INTERMEDIATE POST AT MIDPOINT FOR RUNS GREATER THAN 7'-i:;:)" 8-1/4' RADIUS 1/4' RADIUS ON ALL CONCRETE EDGES (TYPJ PEDESTRIAN CONCRETE PAVING -l,,IIT!-1 T!-IICKENED EDGE CONDITION MITERED JOINT I. REFER TO SAN DIEGIO REGIONAL 5TANDARD DRAJ,.llNGS -• "M-24". 2. WELD AND GIRIND SMOOTI-I ALL CONNECTIONS. 2. ALL RAILING SI-IALL 6E I-IOT DIF GALVANIZED. 3. FIFE SI-IALL 6E SEAMLESS STEEL A&TM AS~ GRADE 6. 4. PROVIDE EXPANSIONS SLEEVES AT 1'=>" O.C. NO SCALE WIDT!-1 FER PLAN = ~-I '] __ ~ ' -I "' IL -<t 0 3'. J I- l t ,.,_:::-j ~::::7:(/-----d) O'. 'I ...._w x oc ~ i!~ Ill '--i! = j: • t !:ii \') . . -;g ~ .... -I ~ ~ = -.I) ' <l) (ll Q ~ <t I-d) SECTION ! • l I I ! I ; . ' l ; WIDTH PER FLAN 4 CD FINISH G:RADE 0 2 X 6 REDWOOD HEADER ® 2 X 2 X 18 PRESSURE TREATED STAKES AT 4' 0.C. - DECK SCREW TO HEADER WI (1) SCREl-4 EACH SIDE. DECK SCREWS &HALL 6E RUST RESISTANT. G) I" ® 4" LAYER DECOMPOSED GRANITE W/ SEALER -PROVIDE S&% MIN. COMPACTION ® COMPACTED SUE¼sRADE @ D.G. PATl--t HI REDHOOD 1--tEADER SECTION NO SCALE CD ® ® © ® @ G) STACKED STONE WALL <TO MATC!-1 6LDG.) 2" TI-IICK FLAGSTONE CAP AMPI-HT!-IEA TER FINIS!-1 GIRADE <REFER TO CIVIL) FINISHED PAVING FER FLAN COMPACTED SUSC:sRADE CUR6, GUTTER AND AC PAVING (S!-IOWN FOR REFERENCE ONLY, REFER TO CIVIL Dl,,IGS) REINFORCED CMU WALL CONSTRUCTION FER STRUCTURAL ENGINEER REINFORCED CONCRETE FOOTING PER STRUCTURAL ENGINEER EXPAN510N JOINT NO SCALE (/) ...J -~ w Cl z 0 -I- C.) ::J 0::: 1- (/) z 0 (.) w 0.. <( (.) (/) Cl z <( ...J LC-6 NO SCALE A OALIPORNIA CORPORATION MW PELTZ+ ASSOCIATES LANDSCAPE ARCHITECTURE SOLANA BEACH, CALIFORNIA 858.481.0888 / RLA 2010 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER DA TE TITLE ______ _ REV!E\,/ED BY, INSPECTOR DATE DATE F3/i=(?)--"-1/=-'1:)+--+--'C"-'-ITl...l.Y-=L"-'AN'-=D=&c=APE--=--=__,_l'<E=·-=SU=eM~IT=TA.=L _______ I---I----I 1 CITY OF CARLSBAD 2 1~(?)/'1:>1 CITY LAND&cAFE SUBMITTAL urJ LllJ 3/21>1'1!>1 CITY LAND&cAFE F<E-SU6MITTAL ~=='..'===P:::LA=N=N=IN=G=D=E=P=AR=T=M=EN=T==='..'==~ 4/le/01 CITY LAND&cAFE F<E-SUeMITTAL !;/1'1:>/01 CITY LANDSCAPE l'<E-SUeMITT AL Coastline Community 2215 CALLE BARCELONA ARROYO LA COSTA CHURCH SITE CARLSBAD, CALIFORNIA 92008 Church 1------+--+----------l-------+---+-----f----f I-AP-PR_,_,§t'._~X-'-'~(_q__,__, -~-'-~it~---"'·DIZATE·O; I 1-----+---+----------------<1----+---+---<-----1 _ PLANNING _ !---cc=-+c-=-,-,--+----------------;1----+--c--+-----t----c---1 DWN BY: __ DATE INITIAL 1--DA_TE_,_IN_IT_IA_L +-D_ATE_~INI_TIA_L--f CHKD BY: __ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RV\,/D BY> PROJECT NO. 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Lffi CITY OF CARLSBAD [R] ~.3~~~1~~0=t-_rC=ITY~L~A~ND~~~A7.FE=-:F<E=--':-6UeM':=~ITT=~~---r---t-----i-----r--7 2 2 .3/26/01 CITY 1.AND6CAFE f<E -SUeMITTAI. ~=::::'....:==P:::L=A:::NN:::l:::NG=DE=P=AR=T=M=EN=T==::'...::====; A Co\LIFOllfUA CORPORATION MW PELTZ+ ASSOCIATES LANDSCAPE ARCHITECTURE SOLANA BEACH, CALIFORNIA 858.481.0888 / RLA 2010 4/16/'1!>1 CITY 1.AND6CAFE l'<E-SUeMITTAL S/IIZ'/'1!>1 CITY LAND~API: F<E-SUeMITTAI. DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL □THER APPROVAL CITY APPROVAL Coastline Community Church : PLANNING IAPP~~ [ OWN BY: CHKD BY: RV'w'D BY: 2215 CAl.l.E BARCELONA ARROYO LA COSTA CHURCH SITE CARLSBAD, CALIFORNIA 92008 §. ~l~ft PROJECT NO. SOP 02-16 C.,•rZ-•oJI DATE DRAWING NO. 423-IL t