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HomeMy WebLinkAboutDWG 479-8L; SDP 12-05; FAITH COMMUNITY CHURCH; 01-10GENERAL NOTES RECYCLED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 2. Df!INK/NG WATER FOUNTAINS AND DESIGNATED OUTDOOR EA TING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR MISTING. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO EL/MINA TE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY, AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HA VE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR /RR/GA TION WITH RECYCLED WATER ARE FROM 10: 00 P.M. TO 6: 00 A.M. THE HOURS FOR /RR/GA TION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. /RR/GA T/ON DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. /RR/GA TION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RE.CYCLED WATER SHALL BE BETWEEN THE HOURS OF 10: 00 P.M. TO 6: 00 A.M. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CMWD'S RULES AND REGULA T/ONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WIND BLOWN SPRAY OR BY DIRECT APPL/CATION THROUGH /RR/GA TION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED. 11. /RR/GA TION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR EL/MINA TE OVER- SPRA YING ON SIDEWALKS, STREETS AND NON-DESIGN A TED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. 14. ALL /RR/GA TION PIPE SHALL BE STENCILED WITH WARNING, "NON-POTABLE OR RECYCLED WATER", COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULA TORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARA T/ON BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 18. THE REQUIRED CROSS-CONNECTION SHUWOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF RECYCLED WATER SYSTEM (PRIVATE) Faith Community Church EL FUERTE STREET AND RANCHO PANCHO SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER W/-/ERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 1. GUIDELINES FOR RECYCLED WATER USE A. /RR/GA TE BETWEEN THE HOURS OF 10: 00 P.M. AND 6: 00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. PROJECT MAP -~--t -------_./ ·;;;;,; ,,-;,:·.,✓, /,. ··.////,,·,,;. ,.,, /7F7·,-:r:r-r;;/,,,.,.,, ,·,··•---,,"/,' ,·,µ,~ r,,-,.," . . _-t;~,./----}{>:.W,,.,. ·-· · -f(.1it~1;:,.--~---~:.:✓-:1sf· .,:~:2--<-<~ . '. • . _. '·'.L. ,_. ,, , -_.,, 0','k_, M7.•.' ,;,,. ~ .-1 _ /,,-....,..,...,.., .....,., --. EY_~-......,,:_ -" ...,_ ~ ,,,---, -~ =!:,-"7:'.-- _,. ~~~~~1 - ~ / DRAWING INDEX: SHEET TITLE TITLE SHEET /RR/GA TION PLANS /RR/GA TION DETAILS IRRIG. LEGEND & NOTES /RR/GA TION SPECIF/CATIONS PLANTING PLAN PLANTING LEGEND & NOTES PLANTING NOTES & DETAILS PLANTING SPECIF/CATIONS B. /RR/GA TE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. -~f------------------, --· THE APPL/CAT/ON RA TE SHALL NOT EXCEED THE INFIL TRA T/ON RA TE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPA T/BLE WITH THE LOWEST SOIL INFILTRATION RA TE PRESENT. THIS PROCEDURE MAY BE FAG/LITA TED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL /RR/GA T/ON TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). C. ADJUST SPRAY HEADS TO ELIM/NA TE OVERSPRA Y ONTO AREAS NOT UNDER THE CONTROL OF TH[ CUSTOMER. FOR EXAMPLE, POOL DECKS, PR/VA TE PAT/OS AND LOTS, AND STREETS AND SIDEWALKS. D. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. E. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR [DUCA TING EACH EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED THAT WATER IS FOR /RR/GA TION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MOD/FICA T/ONS TO ANY PR/VA TE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 1. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH /DENT/FICA TION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3"x 4", PURPLE IN COLOR, WITH THE WORDS "WARNING RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AV/SO -AGUA /MPURA-NO TOMAR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE A TT ACHED TO EACH VAL VE AS FOLLOWS: INSPECTION PROCEDURES: NOT TO SCALE INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIF/CATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTAL$. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE JNSTALLA T/ON HAS BEEN COMPLETED BY SUBMITTING THE "CERT/FICA TION OF COMPLETION" FORM. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. FAX THE "CERT/FICA TION OF COMPLETION" FORM TO (760) 944-8943. LANDSCAPE INSPECTION REQUEST PHONE LINE: (760} 602-4602. , ~:, ~0-LEGEND ® POTABLE WATER METER ® RECYCLED WATER METER ~ BACKFLOW PREVENTION DEVICE INSTALL PER CMWD II' ti POTABLE WATER LINE RW RECYCLED WATER LINE R8 RECYCLED WATER PRESSURE SUPPLY LINE FS FIRE SERVICE LINE [ZZ] RECYCLED WATER USE AREA ... DO NOT DRINK SIGN CITY OF OCEANSIDE HIGHWAY 78 NOT TO SCALE SHEET NUMBER 1 2 3 4 5 & 6 7 8 9 10 < I < 0 N en __J ENVIRONMENTAL HEAL TH. 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR WATER EFFICIENT LANDSCAPE DECLARATION: VISTA 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "oo NOT DRINK" SIGN 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 SYSTEM WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECYCLED PUREYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT ABE THOMPSON AT 901-275-5750 OR AFTER HOURS CONTACT ABE THOMPSON AT 901-275-5750 22. ALL PUBLIC AND PR/VA TE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WI THIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DESIGNATED OUTDOOR EA TING AREAS ON THE SITE. 24. A PHYSICAL SEPARA T/ON SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 25. ALL /RR/GA TION BACKFLOW PREV[NTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIP[ BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT http: //www.carlsbadca.gov/services/departments/water /Documents/ recycledwaterbackf/owtesterlist.pdf for recycled or http: //www.carlsbadca.gov/services/ departments/water /Documents/waterbockf/owtester/ist.pdf for potable or call 438-2722. G. 2. 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. EACH AU TOMA TIC CONTROLLER AND ITS ASSOC/A TED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR /RR/GA TION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR TH/$ PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY THE I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND /RR/GA T/ON PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HA VE PREPARED THIS PLAN IN COMPLIANCE WI TH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLlfT>4t;1'{,t.;S THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. BY: PHONE NO: ( 619 251-6372 REGIS TR AT/ON Nv,·'--'" __ 4c.c6-=-5-=-6 ____ EXP/RATION DA TE: 09-30-14 INSPECTION PROCEDURES 1. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE: A. REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED WATER LINES (HORIZONTALLY AND VERT/CALLY). B. PIPE /DENT/FICA T/ON. C. SLEEVING AT CROSSINGS. D. APPROPR/A TE MATERIALS AND MARKINGS, INCLUDING PROPER QUICK COUPLERS. CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LANDSCAPE ARCHITECT OF WORK, OF AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY HEAL TH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LAN SCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO L ~D. -APING. FIRM NAME & ADDRESS: CAROL CORNELIUS R.L.A. 12044 ROYAL ROAD 123 EL CAJON, CALIFORNIA 92021 PHONE NO: ( _§_}_2_) 251-6372 REGISTRATION NO: ~4~6=56~---EXP/RATION DA TE: -=0'-"9_--"'3"-0--'-"14"------ 2. 3. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. SIGNAGE INSTALLED PER PLAN. 8. CONTROLLER STICKERS. C. TAGGING OF VALVES. D. COVERAGE TEST AFTER COMPLETION OF THE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE. E. ALL ASPECTS OF THE /RR/GA TION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. H. CROSS-CONNECTION TEST IF REQUIRED. I. COLOR CODED, LAMINA TED CHARTS INSIDE EACH CONTROLLER. ANNUAL INSPECTION SHALL INCLUDE: DATE, DRA)'ljN BY, JOB NUMBER, PACIFIC OCEAN 10-28-13 C.C.F 12001 (N.T.S.) In Order to Conserve Water. .. DI RT A COMPLETE INSPECTION THAT WILL COVER A-I OF THE DISTRICT FINAL INSPECTION. FILE, C.OHH/ FAITH C.HURC.H REVISIONS, 12-18-13 1-13-14 CITY OF ENCINITAS VICINITY MAP ,~ ,, .,._ ~~/ CAROL CORN LIUS CA. R.L.A. # 656 1 2044 ROYAL. EL CA.JON, CA. 619-251· CCORNE @GMAIL . ' DAD 2021 2 LA M WARNING RECYCLED WATER DO NOT DRINK RECYCLED WATER IN USE DIAL TOLL FREE 1-800-422-4133 3-21-14, 4-11-14 12" X 36" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS RECYCLED WATER WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAR 2" BLACK LETTERS 1" BLACK LETTERS NOTES: MIN. HT. 36", MAX. HT. 42" TO TOP ABOVE GRADE POST: SCHEDULE 40 GALVANIZED STEEL OR 4X4 PRESSURE TIREATED WOOD FOOTINGS: 1 CU. FT. CONCRETE VANDAL PROOF HARDWARE CONNECTIONS DO NOT DRINK NO TOME EL AGUA WASH HANDS Af"1ER CONTACTING VESE SUS MANOS 0ESPUES DE USAA 1B" X 1B" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOIJTHERN CALIFORNIA CARLSBAD MUNICIPAL WATER DISTRICT G-lEN VAN ff:SI:'..\ KCE 41204 I e . -:;,/31 15 i;lrz/21 DATE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DEVELOPERS NAME: HAMANN COMPANIES, INC. ADDRESS: 1000 PIONEER WAY EL CAJON, CALIFORNIA 92020 TELEPHONE: 619-440-7424 DATE PLAN PREPARED: --'-'-L.J..>"-\'fl't'fi7s:-..J.t""-+9--- . Dote: 9/3o/14 BY: DATE INITIAL ENGINEER Of WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OlliER APPROVAL OTY APPROVAL LOCATION APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH LAND AND WATER QUALITY DIVISION ~~ GLENN LEEKS ENVIRONMENTAL HEAL TH SPECIALIST "AS BUil T" TITILE REVIEWED BY: INSPECTOR DATE DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 1 CITY OF CARLSBAD 10 PLANNING DIVISION SHEETS Faith Community Church APPROVED /,q__; c.,-~·1'-\- PLANNING DATE DR\\N BY, CCF PRO~ECT NO. DRA~NG NO. CHCl<D BY: CCF SDP-12-05 479-BL ( ' r I ! i ' I t ' I I I I, I I I LI \ ! I \ ' Limit of Valve Cover-age Ar-ec:i (T~pic.c:il S~mbol) ate: 9/30/16 DEVELOPERS NAME: HAMANN COMPANIES. INC. ADDRESS: 1 ooo PIONEER WAY EL CAJON, CALIFORNIA 92020 TELEPHONE: 619-440-7424 DATE PLAN PREPARED: ~12..c/~16~/~1~3 _____ _ BY: CAROL CORNELIUS. R,L,A, ) 20' r Scale 1" = 20' ( / I DATE: I0-2B-IS \ DRAV'4N BY: GGF JOB NUMBER, 12001 FILE: GOM/YI/ FAITH GHURGH 60' i 2 LA of V'l Cl S~mbol) For Irrigation Details, See Sheet L-03 For Irrigation Legend & Notes, See Sheet L-04 For Irrigation Specifications, See Sheets L-5 & L-06 North APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" /0 ~rf;,-/6- DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 10 2 PLANNING DIVISION SHEETS APPROVED 14'_~ ', /, ,/, ~L ~ 4 £::,l \¼>IL 1° · -z.,,, .1.:; l-----l---+----------------t---t-.,----1---1----1 PLANNING DA TE 1-----,-----------r------,,-------, DAlE INITIAL DA 1E -INITIAL DAlE INITIAL DR'l,l,I BY: CCF PROJECT NO. DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHCKD BY: CCF SDP-12-05 479-BL Cf) z <( __J (L t- __J ::) co I Cf) <( A NOTES: G) FINISH GRADE/TOP OF MULCH ® QUICK-COUPLING VALVE: 0 PURPLE PLASTlC VALVE· BOX WITH COVER -6-INCH SIZE 0 3-INCH MINIMUM DEPTH OF 3/ 4-INCH WASHED GRAVEL ® PVC SCH BO NIPPLE (LENGTH "3 REQUIRED) ® BRICK (1 OF 2) 0 PVC SCH 40 smm EUL ® PVC SCH 40 TEE OR EUL ® PVC MAINLINE PIPE @ PVC SCH 40 EUL @ 2• x 2• REDWOOD STAKE W/ STAINLESS STEEL GEAIR CLAMPS OR EQUIVALENT SUPPORT SYSTEM 1. FURNISH FITTNGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. 2. QUICK COUPLER VALVE SHAUL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. QUICK-COUPLING VALVE FINISH GRADF---~ VAL VE B□X:----~-II SEE SPECS. LINE FLUSHIN1-----<+-- VALVE TL050MFV-1 .. SEE SPECS PVC LATERAL C□R EXHAUST HEADER) BRICK SUPPORTS---' <THRED f lJ' 3/4' GRAVEL SUM..._ ___ Cl CUBIC F□□T> ,;t:<Jt1'a-fP w~~~~ F LINE FLUSHING VALVE ~ 12" MIN REQ. VERT. SEPARATION I LEGEND NOTES: CD STREET SURFACE ® POTABLE SERVCE LINE ALL RECl,\JMED WATER IRRIGATION PIPE AND SLEEVES SHAUL BE PURPLE AND LABELED AS SPECIFIED IN: "STANDARD K 0 RECl,\JMED WATER IRRIGATION MANLINE W/ SLEEVE SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS" AND "CARLSBIID RECLAAIATION RULES AND REGUU.TIONS FOR CONSTRUCTION OF RECl,\JMED WATER MANS" OCTOBER 1993 POTABLE MAINLINE CROSSING FCT FITTING SELECTION *NOTE* INLET PIPE LENGTH OF SENSOR MUST BE MIN. 1 OX PIPE DIA. STRAIGHT, CLEAN RUN OF PIPE, NO FITTINGS OR TURNS. OUTLET PIPE LENGTH OF SENSOR MUST BE MIN. 5X PIPE DIA. OF STRAJGTH CLEAN RUN OF PIPE, NO FITTINGS OR TURNS. FCT100 FCT150 FCT158 FCT200 FCT208 FCT300 FCT308 FCT400 1 INCH 1.5 INCH 1.5 INCH 2 INCH 2 INCH 3 INCH 3 INCH 4 INCH r:COUTSIDE WAUL_) G 5 B CONTROLLER G BALL VALVE G) CONTROULER: OUTDOOR WAUL t.40UNT ® 1 .5-INCH PVC SCH 40 CONDUIT AND FITTNGS @ WIRES TO REMOTE COITTROL VALVES G) JUNCTION BOX 0 1-INCH PVC SCH 40 CONDUIT AND FITTNGS TO POWER SUPPLY 2 5 CD ® 0 0 ® © 0 ® ® ROUND PURPLE PLNSTC V/.J.VE BOX, AAIATEK OR EQU/.J. FINISH GRADE BALL V/.J.VE INTEGR/.J. UNIONS PVC SCH. 40, 45' EUL (TYP) PVC PRESSURE MAINLINE PIPE (SEE SPECS.) 1 CU. FT. PEA GRAVEL 2X4 REDWOOD OR BRICK BLOCKING DEPTH-SEE SPECIFICATIONS METER BOX AND METER--... i----:24'---J SIDEl"IALK---...._ Cl.IRS-~ POTABLE SERVICE LINE ----- 10' MINIMJM TO POT"6LE MAINLINE IN STREET RECYCLED l"IATER IAAl<SATION MAINLINE l'V'SLEEVE NOTE, 1:2' Ml IMUM t VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY ~ CFWSSIN<S PATH OF A POTABLE l'VITER LINE. INSTALLATION OF RECYCLED l"IATER IAAl<SATION MAINLINE 24' FROM FACE OF SIDEl"IALK !';ILL PROVIDE THE NEC.ESSARY 10' HORIZONTAL C.L.EAAANC.E FROM POTABLE MAINLINE IN STREET. L POTABLE SERVICE LINE CROSSING SCH. 40 SCH. 40 SCH. 80 SCH. 40 SCH. 80 SCH. 40 SCH. 80 SCH. 40 CD MODEL FLOW-CLIK-XXX CD MODEL FCT-XXX (SEE CHART TO SIZE) "'MIN. 18/2 WIRE TO INTERFACE PANEL. \:!,/ MAXIMUM WIRE DISTANCE RUN OF 1,000' G) STANDARD VALVE BOX @ FINISH GRADE @ MAIN LINE PIPE CD MASTER VALVE M MASTER IRRIGATION VALVE AND FLOW SENSOR C H --RCMQT;; CONTROL VALVE I" FPT 11· i.. 1~· VALVE OOX ~-81'i'ICK S\.JPPORT {l-E/1... C:CRm;;R) LOW-VOLUME CONTROL ZONE ASSEMBLY: ~-3/4. DISC FILTER ~-J/1' PR'/ \~ PSI Ill PVC OR POLY 1.Alt:RAL UM.: PIN LVCZS80-i0075-HF 4.5-17.6 GPM NOT ro SC,L£ 1" ZONE CONTROL KIT FINISH GRAD!-'---~ 6' ROUND PURPLE-==,,,b~~=====Ill--- VALVE BOX AIR / VACUUM --------RELIEF VALVE 1/2' PVC C □UPLIN6----tt--'--III CTxn 1/2' SCH 80 RISE,._-_---+,,-----, <LENGTH AS REQUIRED>: .. · PVC PIPIN~u._-----L--.l---...lJ AND FITTINGS VACUUM RELIEF VALVE PRESSURE LOSS CALCULATION PROJECT NAME: FAITH COMMUNITY CHURCH DATE: 3-21-14 WATER DISTRICT: CARLSBAD HGL: 553 METER DESIGNATION: M METER LOCATION: 11+69.62 METER SIZE: METER ELEVATION: 200 STATIC PRESSURE@ METER: 153 VALVE#: 16 VALVE SIZE: 1-1/2" D G) PAVING ® DITCH @ SLEEVES 0 PVC CAP (TYPICAL) 1B" MIN. 24" tAX. 4 NOTES: 1. AUL PVC IRRIGATION SLEEVES TO BE SCH. 80 PIPE. 2. AUL JOINTS TO BE SOLVENT WEUDED AND WATERTIGHT. 3. WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND THE SMALLER SLEEVE TO 24-INCHES MINIMUt.4 ABOVE FINISH GRADE. j 4. MECHANICAUL Y TAMP TO 95ll: PROCTOR. i SLEEVING E G) SPEARS DS-100 DRY SPLICE OR CITY APPROVIED EQUAL ® SILICONE SE'.AL',NT / DS-300 @ UL APPROVED WIRE NUT 6-INCH SIZE 0 CONTROULER/vALVE WIRES 4 WIRE CONNECTORS J ,---PvC IMM.JN[ ~-ll(r.lOTI CON1P.Ol 'JAL'r'E 1° fPl ~-J/~• DISC F\.TER J/4• PR'i' 4~ PSI ltr PVC OR P?Li LATOt,'1., UNt PIPE PIPE PSI LATERAL LINE SECTION TYPE SIZE LENGTH GPM LOSS A SCH. 40 1-1/2" 364 A TOTAL LATERAL SYSTEM LOSS MAIN LINE PIPE SECTION A PIPE TYPE SIZE LENGTH SCH. 40 1-1/2" 195 B. TOTAL MAINLINE SYSTEM LOSS MISCELLANEOUS LOSS/ GAIN WATER METER: BACKFLOW PREVENTER: MASTER CONTROL VALVE: FLOW SENSOR: BALL VALVE(S): CONTROL VALVE: HEAD LOSS/ GAIN IN SYSTEM: C. TOTAL MISC. LOSS/ GAIN 30 8,51 8.51 PSI GPM LOSS 30 1.93 1.93 153 5.00 1.00 3.00 1.50 +1.7 ..____ Bf!lCI< SUPPORf. ( 1-EA. CORNER' LOW-VOLUME CONTROL ZONE ASSEMBLY: P/N LVCZS80-10075-HF ◄.5 -17.6 GPM NOi JO WU 1 -1 /2" ZONE CONTROL KIT DATE, DRAl"4N BY: JOB NUMBER, I0-2B-l:3 ccF 12001 FILE, COMM/ FAITH CHURCH REVISIONS, I2-IB-I9 1-1:3-14 -D I'\ ' '\ ~ V AR ;:::= := 4; := ~ " I (LF' ~ REMOTE CONTROL VALVE 'w'ITH DISC FILTER AND PRY PVC □R P□LY SUPPLY HEADER -LATERALS MUST BE MIN, 12' DEEP AND ELB□'w' UP TD SUPPLY HEADER Techllne START CONNECTION MALE ADAPTER Techllno TUBING LATERAL AREA PERIMETER AIR/VACUUM RELIEF VALVE <PLUMBED TD T echllne AT EACH HIGH P□INT BLANK T echllne TUBING (CENTERED ON MOUND DR BERM) PVC DR POLY EXHAUST HEADER PERIMETER LATERALS 2' TD~• FROM EDGE PLUMBED T□ PVC □R P□LY LINE FLUSHING VALVE Techllne 'END FEED' LAYOUT END FEED LAYOUT MF .---MANUAL FLUSH VALVE PLU"BED TO PVC OR POLY MODEL: TLSOV -~.,--17mm BLANK DRIPLINE -EXHAUST HEADER MODEL: TLCVO ../--Techline® CV DR1PUNE. FLOW, DRIPPER SPACING, LINE SPACING PER NETAFIM INSTALLATION GUIDELINES NOTES IO DESIGNER; 1. INSTALL FIRST Tect,line® CV LOOP 18-INCHES FROM CENTER OF TREE TRUNK. INSTALL EACH ADDmONAL LOOP PER NETAFlM INSTALUTION GUIDELINES. "':::::ii,:;::5'"--'-77"-~fj---Techline® CV SPACING ' PER NETAflM 2. INSTALL Techline® CY DRlPLINE ON SURFACE TO MAXIMUM OF 6~INCHES BELOW GRADE, STAf'LE IN PLACE PER MANUFACTURER'S RECOMMENDATIONS, BACKFILL AND SPREAD SURFACE TREATMENT >-S DIRECTED BY OTHERS. INSTALU.TION GUIDELIN 17mm BLANK LINE SUPPLY HEA ER MODEL: TLCVO --.:::::::::::ii,.;;;::::;.::::,_ _____ INSERT CROSS (TYP) MODEL: TLCROS 3. INSTALL Techlfne® CV lN ACCORDANCE Wrni NETAflM INSTALUTION GUIDELINES. --t/2-INCH MALE ADAPTER MODEL: TI.050MA --SCH. 40 PVC DRIP U.TERAL (SIZE PER FLOW) U.TERALS MUST BE MIN. t 2" DEEP AND ELBOW UP TO SUPPLY HEADER ~------SCH. 40 PVC 1/2-INCH FEMALE 7HREADED TEE NOT Til SCALE TECHLINE CV THREE TREE RING LAYOUT CALCULATION FOR CONTROLLER 1"4ATERING HINDOH (INFORMATION FROM "HATERY-llSE.COM"), FULL SUN, SANDY LOAM, LOH HATER USE PLANTINGS, DRIP AT .6 GAL/HR. = 200 MINUTES/1"4K. = 2B MINUTES/DAY. 16 VALVES@ 2B MINUTES TOTAL FER DAY = 44B MINUTES/ 60 = 1.5 HOURS OF 1"4ATERING / DAY AT PEAK 1"4ATERING SEASON (JUL., AUG.) FOR FUT1JRE FLAY AREA VALVE (NORTH SIDE) PROJECTED USE = 11 GFM. CAPACITY FOR I" METER= 50 GFM, REQUIRES 2" CL. :315 MAINLINE -DESIGNED TO ALLOl"4 ANY Tr"40 VALVES> 25 GFM TO RUN SIMULTANEOUSLY IF REQUIRED. For Irrigation Plan, See Sheet L-02 For Irrigation Legend & Notes, See Sheet L-04 For Irrigation Specifications, See Sheets L-5 & L-06 CAROL CORN LIUS CA. R. L.A. # 656 1 2044 ROYAL. EL CA.JON, CA. 619-251- CCORNE @13MAIL ' APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA CARLSBAD MUNICIPAL WATER DISTRICT D. TOTAL SYSTEM LOSS/ GAIN (A+B+C) E. FITTING LOSSES (15% OF TOTAL LOSSES) 8.8 P.S.I. 19.24 P.S.I, 2.88 :3-21-14, 4-11-14 SHEET CITY OF CARLSBAD 10 F. MIN. REQ. PRESSURE AVAILABLE AT METER HEAD G. DESIGN PRESSURE (D+E+F) H. PRESSURE AVAILABLE AT METER I. RESIDUAL PRESSURE (H-G) 45 67.12 153 85.88 DEVELOPERS NAME: HAMANN COMPANIES, INC. ADDRESS: ]ODO PIONEER WAY EL CAJON, CALIFORNIA 92020 TELEPHONE: 619-440-7424 DATE PLAN PREPARED: _1,..2,.,,l_c160<J/'-"1-"'3 ______ _ BY: CAROL CORNEI IUS, B L A 3 PLANNING DIVISION SHEETS 1----t----+----------------+---1----t----+---1 IRRIGA llON DETAILS FOR: Faith Community Church APPROVED }<t.aj, \ ½:~ ~\4 " . s ·l-t PLANNING DATE DATE INITIAL DATE INITIAL DATE INITIAL DRWN BY: CCF PROJECT NO. DRA'MNG NO, ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROV/.J. OTY APPROVAL CHCKD BY: CCF SDP-12-05 479-BL f ' I I. I: Irrigation Legend NOTE, ALL VALVE AND LINE LOCATIONS ARE SHOY'lN DIAGRAKKATICALLY FOR CLARITY. TY'!O VALVES HUST BE RUN AT THE SAKE TIKE TO FIT INTO Y'lATERING Y'llNDOY'l. TOTAL FOR BOTH VALVES HUST NOT EXCEED 50 GPKS. SYKBOL KANUFAGTURER HODEL DESCRIPTION GPH RADIUS PSI DET. 11/SHT. II I . ·· 1 NETAFIK TLRY'l6-I2I0 DRIPPER LINE FOR REC. 12" SPACIN<S-hO NA 45 E/3, J/3 i ·~-' NNEETTAAFFllt! LVGZS80 -10015 -HF I" DRIP REKOTE CONTROL ZONE KIT G/3, 1/3 V ,., L VCZ -150 1-1/2" DRIP REKOTE CONTROL ZONE KIT N/5, 1/5 (ii NETAFIK TLAVRV DRIP AIR RELEASE VALVE H/3 /·•· ·.vJ:,l~TfaE.11;1 v··· V D,,,VF;:1-v-·v•···-.,· ·/··-✓·v·12Rv6JEI3~LJ;Nl?.)=L .. ~H..✓---,.7·•v·•/··.,-----✓---v/-,/~,/-·•J'=/3.._ ( .. Y HUNTER KP-I000 H POP-UP ROTOR SHRUB HEAD .32 12' 50 E/4 '1 / ~ HUNTER KP-I000 T POP-UP ROTOR SHRUB HEAD .31 12' 50 E/4 \ \ V HUNTER KP-2000 H POP-UP ROTOR SHRUB HEAD L'.fu, .69 11' 30 E/4 { ( ~ HUNTER KP-2000 T POP-UP ROTOR SHRUB HEAD ."15 11' 90 E/4 ~ > l HUNTER KP-9000 H POP-UP ROTOR SHRUB HEAD 1.5 21' 90 E/4 ( ""1 HUNTER KP-9000 T POP-UP ROTOR SHRUB HEAD 2.91 21' 30 E/4j ( 'f7 HUNTER KP-3000 F POP-UP ROTOR SHRUB HEAD 9.15 21' 90 E/4 \ . .-.. J'!I HUNTER KP-SS530 POP-UP ROTOR SHRUB HEAD .44 5' X 30' 30 ~ V _/. RAIN· Bl RD PE6 ·ECE-cTRI c·v;,(t vr::>sizE i='ER'Pt.:tN-✓'" ./·'-c._/ ,_/'-s /' •.. _,"--~/• · j• ../' ._/ • /' · /' • ../,_/'-s_/' .. F/4 ~ KBI B.T.U. BLOCKED TRUE UNION BALL VALVE -LINE SIZE <S-/3 [El POTABLE Y'lATER HETER 1-1/2" SIZE SEE CIVIL PLANS [BJ RECYCLED Y'lATER HETER I" SIZE Ej Y'llLKINS SOOYSB~/4" & / ~"'~SSURE REG. Y'i/ Y'lYE STRAINER SET SPRIN<S TO 85 PSI lei HUNTER I-GORE 9600 K ~,. . -. . . •QN ,;y, .. ,-, ,.,...,NTRnU ER , ,/,,:'.;x1KUM a2 y~L'(E:'/ AVAILABLE -fo Flf Y'!ATERING iililN_DO_IY B/5 ~ [E] HUNTER SOLAR-SYNC -Y'lSS vONTROLLER SENSOR B/5 RECLAIKED Y'lATER TEST STATION C/4, D/4 HUNTER IGV-20l<S--FS SERIES KASTER VALVE K/9 HUNTER FLOY'l-GLIK-I50 FLOY'! SENSOR K/9 B/4 REGLAIKED Y'lATER Sl<SN LOCATIONS -/1 @ TORO IOOATLVC I" QUICK COUPLER Y'i/LOGKING PURPLE GOVER N9 ----ALERTLINE/EQ. PVC SCH. 40 LATERAL LINE -12" KAX. COVER -5/4" KIN. SIZE L/3, A/4 ------ALERTLINE/EQ. PVC CL. 315 KAIN LINE -18" KIN. COVER -2" AND UP, SCHEDULE 40 1-1/2" OR SKALLER K/5, A/4 = = = LASCO PVC SCH 80 SLEEVE -2X SIZE OF li'!ORKIN<S LINE, Y'llRE SLEEVES TO BE 1-1/2" D/3 I. FINISH SURFACE CONTROLLER SEQUENCE ~\1¥.E~~D TRENCH i1IDTH (SEE SPECS) :2. BACKFILL (FREE OF DEBRIS AND ROCK 6REATER THAN I". (SEE SPECS) S. NON-PRESSURE LATERAL LINE FROM DRIP LINES 4. METALLIC. DETECiTOR TAPE ON TOP OF FIFES AND 1:2" ABOVE MAINLINE. 5. PRESSURE SUPPLY LINE SLEEVES .. (SEE SPECS) 6. CONTROL ~IRES DIRECT BURIED ADJACENT TO AND TO THE SIDE OF PRESSURE SUPPLY LINE. 1. BACiKFILL (FREE OF DEBRIS AND ROCK 6REATER THAN I") ABOVE AND BELO~ PRESSURE SUPPLY LINE. PIPE & WIRE TRENCHING PLAN VIEW TO M,~STER VALVE ----& f--LU'II SE~SOR fO MAST.:.f1 1/ALV[ 6. HD'II SENS□~ ~ NOTES: ~ 1) REFER TO SECT!ON 15151 Ai~O 15Ei2 ).::-TIIE SPECJFJCA"'JONS ~ :n HJSTALL ONE TEST STATI 1l\ LCCA":ED :;J!lECILY DOl'/NS-:'REAM or· !HH!GArJUN c_.,f::[K ANG PRlSSURE ;'; Rf::;,..;"L.ATD.~ V.AL v:: PU WR-03 ii 31 SECO\JD CROSS CJNNECTION TEST STAf!O~J INSfA~LED AT FJ\.R mo OF ON-SJ TE ~~A]N LL\JE 3 '11 BR:'.,\O "TS" OM PLASTIC rEsr STAT.IO~! Ll!JS -····:_ · ___ __, ;=.:..; ITEM !'EM ~ NO S'.ZE ANO OESCRIPTlml MU "SIZE M.J,J 'DESCRIPTIJrl ~~t----t----~-----------+-----+--~~------------< ~" '1 lSrr,"'7 (3,/ J SCH BO PVC s,: :.LL 5 19rrm (31/J SCH[DuL=-80 B.~ASS NIPPLE "' 2 19rrm ( 3,{ J SCH 80 BRASS COSE NI PFLE 5 w:TER BCX WI fll :JurirLE COLOR[O L: D 0 --3---19mm '314''1 BRASS LCCK/\:3LE BALL '/ALVE, 7 I [NE SJZF 3RAS) BAL~ VALI/E ~'l---~F=IP_,~SE~'E~R~S~W~IV~EL,~-----+-~8---+-LI-NE--'ccSl~Z[_s_19~~~•~i~3,,_·')~S~Ci~l~2C~· ~TE~E-----l ;] 4 19mm x Srrrr. l 31~·, x ·11/l 8:'lASS THREADED : 9 TYPE ''K'' COPPER OR CRASS PIPE OMLY _;:;;:i OUSl-:l~:G w:T.7 f.i,3mr.', I 1,.,.''J "GAPPED OUTLET 10 150rrm :o"i BASE OF 10m1:; Ii1,11 ) ROCK /Di---="'-"'"--'Cc=_;c..::;:::c;__'-"-.:,__:;;"-'-'"'-"="-'--'-'-----'-~,;;;;,_;,.::...;-""""-''"-'=:..C..,'-',..='---1 ~;© 25mm l1"J AND 50mm l2"1 ~f RECYCLED WATER IRRIGATION ;! CROSS CONNECTION TEST STATION . ,, YI ATER AGENCIES STANDARDS l:OMM!l'TEE ,\PPRDVi\L. 11 /03/ZDD6 JRAW!,C NUMBER· WR-04 . ITEl1 I I I I I I IH _c'=J-.jl'l!l-I ff-Ltl--0 --<;-::,,:•' '•:,...,, r...!:.rnP'-1 I I _ ___!JI l"ll.1II I ~~ ~-~ = OPTIONAL '---~-PRESSURE GAUGE DIRECTION OF FLOW y .,( PRESSURE REGULATOR 7 I ·1 I I ©- (5\.c,5).,___-...j . .Lt~_-_-...L..,J 17 f l 5 CD ·r-r I I I I I . 5 ~if - ~ 1111 NOTES: 1. THE LISTED PIPE AND FITTINGS ARE INTENDED FOR A 2" WATER SERVICE AND I" COPPER PIPE AND FITTINGS MAY BE USED FOR WATER SERVICE. 2, THREADED JOINT FITTINGS (NPT) MAY BE USED 1M PLACE OF SOLDERED JOINTS SHOWN ON THIS DRA\\1NG. ,:v II I I ' ~ ITEM DESCRIPTION (SEE NOTES) 1 2" COPPER x COPPER UNION 2 2'' x 2'' x 2" COPPER TEE 3 2·: MALE x COPrER ADArTER 4 2" BALL VALVE \11Tl'I HAND LEVER 5 TYPE L COWER 6 2" x 1.5" FIRE HOSE. FITTING 7 2" BALL VALVE l'IITIJ PADLOCK l'IING 6 2'' x 2" x 1" C x C x C TEE 9 31;"' HOSE BIB OR TEST °COCK IO 2" x ¾" C x MIP ADAPTER DESCRIPTION SPEC/OWG REV. APPROVED OATE CARLSBAD MUNICiFAL WATER DISTRICT fR\ BYPASS TEE -1----1~QR RECYCLED WATER TESTING CITY ENGINEER DA TE_ STANDARD OWG NO. W-35 GENERAL NOTES, I. ALL LANDSCAPE AND IRRIG>ATION SHALL BE IN CONFORKANCE Y'llTH THE CITY OF CARLSBAD LANDSCAPE MANUAL, ORDINANC,E AND REQUIREMENTS. 2. ALL LANDSC,APE AREAS ARE TO BE IRRl<SATED BY A C,OKPLETELY AUTOKATED IRRl<SATION SYSTEM -UTILIZING AN AUTOKATIC, C,ONTROLLER, REMOTE CONTROL VALVES, LOY'! PRECIPITATION HEADS AND UNDERG>ROUND PIPIN<S. THE DOMESTIC, SYSTEK il'IILL BE PROTECTED BY A REDUECED PRESSURE EJACKFLOll'I PREVENTER. 3. THE IRRl<SATION SYSTEK il'IILL BE PRO<SRAMMED AND OPERATED TO MAXIMIZE THE EFFICIENCY OF THE SYSTEM AND LIKIT il'IATER C.ONSUKPTION. THE SYSTEK il'IILL BE DESIG>NED TO ACHIEVE 100% C.OVERA<S-E. 4. PLANTIN<S AREAS TO RECEIVE A 3" LAYER OF SHREDDED BARK MULC,H. 5. CITY APPROVED ROOT BARRIERS SHALL BE INSTALLED PER KANUFAC.TURER'S SPECIFICATIONS FOR ALL TREES il'IITHIN 5 FEET OF ANY HAR.DSC.APE. ROOT BARRIERS SHALL NOT BE Y'lRAPPED AROUND THE ROOT BALL. 6. THE PROPERTY Oil'INERS il'IILL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PROJECT LANDSCAPE AND THE IRRIGATION SYSTEM. 1. ALL PLANT SPECIES Y'llLL BE SELECTED FROM THE CARLSBAD FIRE DEPARTKENT APPROVED PLANT PALETTE. 8. ALL VEGETATION REKOVAL ON PROPOSED KANUFAC,TURED SLOPES TO BE BY MEC.HANIC,AL MEANS THROU<SHOUT THE PROJECT SITE. "I. ANY EXISTING UNDESIRABLE PLANTS SPECIES SHALL BE REMOVED DURING THE GRADING OF THIS PROJECT. 10. FINAL LANDSC,APE PLANS SHALL ACCURATELY SHOll'I PLACEMENT OF TREES, SHRUBS, AND <SROUNDC.OVERS. II. LANDSCAPE ARCHITECT SHALL VERIFY UTILITY, SEll'IER, STORK DRAIN EASEKENT AND PLACE PLANTING LOC,ATIONS AC.C.ORDIN<SL Y TO MEET CITY OF CARLSBAD REQUIREMENTS. 12. ALL REQUIRED LANDSCAPE AREAS SHALL BE KAINTAINED BY Oil'INER, INC.LUDIN<S-SLOPE AREAS Y'!ITHIN THE PROPERTY LINES AND ALL PARl<Y'lAY AREAS ADJACENT TO THIS PROJECT. THE LANDSCAPE AREAS SHALL BE MAINTAINED PER CITY OF CARLSBAD REQUIREMENTS. IRRl<SATION NOTES, I. AN AUTOKATIC. IRRIGATION SYSTEK SHALL BE INSTALLED TO PROVIDE COVERA<SE FOR ALL PLANTING> AREAS SHOY'!N ON THE PLAN. LOll'I PRECIPITATION EQUIPMENT SHALL PROVIDE SUFFICIENT Y'lATER FOR PLANT <SROY'lTH il'IITH A MINIKUM il'IATER LOSS DUE TO il'IATER RUN-OFF. 2. IRRIGATION SYSTEMS SHALL USE Hl<S-H QUALITY, AUTOMATIC CONTROL VALVES, C,ONTROLLERS AND OTHER NEC.ESSARY IRRl<SATION EQUIPMENT. 3. ALL COMPONENTS SHALL BE OF NON-CORROSIVE MATERIAL. 4. ALL DRIP SYSTEMS SHAL BE ADEQUATELY FILTERED AND RE<SULATED PER THE MANUFACTURER'S RECOMMENDED DESl<SN PARAMETERS. 5. ALL IRRl<SATION IKPROVEKENTS SHALL FOLLOll'I THE CITY OF CARLSBAD <SUIDELINES AND Y'lATER CONSERVATION ORDINANCE. PLANTIN<S NOTES, I. THE SELECTION OF PLANT KATERIAL IS BASED ON CULTURAL, AESTHETIC, AND MAINTENANCE CONSIDERATIONS. 2. ALL PLANTIN<S AREAS SHALL BE PREPARED il'IITH APPROPRIATE SOIL AMENDKENTS, FERTILIZERS, AND APPROPRIATE SUPPLEMENTS BASED UPON A SOILS REPORT FROM AN A<SRIC.ULTURALLY SUITABLE SOIL SAMPLE TAKEN FROM THE SITE. 5. &ROUND COVERS OR BARI< KULC.H SHALL FILL IN BETll'IEEN THE SHRUBS TO SHIELD THE SOIL FR.OK THE SUN, EVAPOTRANSPIRATION AND RUN-OFF. ALL THE FLOll'IER AND SHRUB BEDS SHALL BE MULCHED TO A 3" DEPTH TO HELP CONSERVE Y'lATER, LOll'IER THE SOIL TEMPERATURE AND REDUCE il'IEED GROll'ITH. 4. THE SHRUBS SHALL BE ALLOll'IED TO <SROH IN THEIR NATURAL FORMS. SUBSURFAGE DRIP IRRIGATION NOTES I. THE TYPICAL RECOMMENDED PIPE DEPTH FOR THE DRIPLINE IS 4" BELOll'I FINISH G>RADE. 2. USE NETAFIM SERIES COMPRESSION FITTING>S FOR ALL DRIPLINE CONNECTIONS TO ENSURE THE INTEGRITY OF THE CONNECTION. 3. IT IS IMPERATIVE THAT NETAFIM DRIPLINE IS INSTALLED AT A UNIFORM DEPTH AND AC.CORDING> TO MANUFAC. TURER'S SPECIFICATIONS. 4. DRIPLINE C.AN BE INSTALLED USIN<S-ONE OF THE FOLLOll'IING> METHODS, HAND TRENCHING OR BAC.l<FILLIN<S, OSCILLATING OR VIBRATIN<S PLOll'I, (CABLE OR PIPE PULL.iN<S TYPE), TRENCHING MACHINE, OR TRACTOR MOUNTED 3-POINT HITCH INSERTION IMPLEMENT, 5. USE ALL COMPONENTS PER NETAFIM'S DETAILS AND SPECIFICATIONS. IRRl<SATION SYSTEM <SUIDELINES, I. IRRIG>ATION SHALL TAKE PLACE BETll'IEEN THE HOURS OF 10 P.K. AND 6 A.K. 2. IRRl6!ATION SHALL BE REG>ULATED. FOR DROUG>HT TOLERANT SPECIES. 3. CONTROLLER SHALL BE SET TO ALLOll'I SOIL TO DRY OUT C.OMPLETEL Y BEFORE THE NEXT il'IATERING CYCLE IS IMPLEMENTED. . 4. SET ADDITIONAL CYCLES TO AVOID RUNOFF OR PUDDLIN<S. RUN C.YC.LE FOR RECOMMENDED TIME, C.HEC.I< FOR RUNOFF OR PUDDLING, AND ADD CYCLES TO ALLOll'I SHORTER, KORE FREQUENT il'IATERING TIMES. 5. IRRl<SATION CONTROLLER SHOULD BE SET TO IKPLEMENT AUTOKATIC. ADJUSTMENTS FOR il'IEATHER AND SOIL CONDITIONS. 6. THE IRRIGATION CONTROLLER TIMES LISTED ON SHEET 2 ARE A GENERAL GUIDELINE. THE CONTROLLER AND THE MAINTENANCE PERSONNEL SHOULD OBSERVE THE SYSTEM AND MAKE ADJUSTKENTS FOR PREVAILING CONDITIONS. IRRl<SATION MAINTENANCE SC,HEDULE, (MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE Oil'INER) I. INSPECT IRRIGATION SYSTEM TO GUARD A<SAINST RUNOFF AND EROSION -ONCE/il'IEEK. 2. REPAIR SYSTEMS AS NEEDED il'IITH COMPONENTS OF THE SAME MATERIALS AND SPECIFICATIONS, THEIR EQUIVALENT OR BETTER -CONSTANT/ONGOING>. 3. OBSERVE SOIL CONDITIONS TO ASSURE THAT PLANTS ARE NOT OVERll'IATERED, AND ADJUST IRRIGATION CONTROLLER AC.C.ORDING>L Y. 4. CONTROLLER IS EQUIPPED il'IITH 'SOLAR SYNC.', il'IHIC.H ADJUSTS THE il'IATERIN<S FOR THE il'IEATHER CONDITIONS IN THE AREA AND il'IILL ADJUST SEASONALLY. OBSERVE CONTROLLER TO MAKE SURE ADJUSTMENTS ARE MADE FOR SPECIFIC il'IEATHER CONDITIONS. IRRIGATION NOTES I. THE IRRIGATION PLAN IS DIAGRAMMATIC.. ALL IRRIG>ATION EClUIPKENT SHALL BE LOCATED IN PLANTING AREAS ONLY, UNLESS NOTED OTHERll'IISE. REFER TO THE IRRIG>ATION LE<SEND AND DETAILS FOR EQUIPMENT AND INSTALLATION. 2. CONTRACTOR SHALL KEEP THE PREKISES CLEAN AND FREE OF EXCESS EQUIPMENT, KATERIALS, AND RUBBISH INCIDENTAL TO il'IORK OF THIS SECTION. 3. A. ALL RISERS SHALL BE P.V.C. SCHEDULE 80. El. ALL PIPE FITTINGS SHALL BE P.V.C. SC,HEDULE 40. 13. ALL LATERALS SHALL BE PRESSURE TESTED AT DESIGN PRESSURE FOR ONE HOUR. C., THE CONTRACTOR SHALL NOT ALLOll'I NOR CAUSE ANY OF HIS il'IORK TO BE COVERED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE Oil'INER'S AUTHORIZED REPRESENTATIVE. II. IRRIG>ATION CONTRACTOR SHALL ADJUST ALL HEADS TO PROVIDE EVEN COVERAGE AND TO KEEP SPRAY OFF BUILDINGS, il'IALl<il'IAYS, il'IALLS, AND DRIVES. 12. ~HEN THE SPRINKLER SYSTEM 15 COMPLETED, THE CONTRACTOR, IN THE PRESENCE OF THE Ov-lNER'5 AUTHORIZED REPRESENTATIVE, SHALL PERFORM A COVERAG>E TEST OF il'IATER AFFORDED THE PLANTIN<S AREAS TO ENSURE IT IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL il'IORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE AT HIS Ov-lN COST. IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD OF SIXTY (60) DAYS AND SHALL il'IA TER ON A DAILY BASIS. 13. PRIOR TO FINAL ACCEPTANCE, THE CONTRACTOR SHALL FURNISH TO THE Oil'INER A C,OMPLETE 'AS-BUILT' DRAll'IING> ON SEPIA AND THREE PRINTS SHOll'IIN<S EXACT LOCATIONS OF ALL ITEKS INSTALLED. 14. PRIOR TO FINAL AC.C.EPTANC.E, THE IRRl<SATION CONTRACTOR SHALL PLACE A LAMINATED, REDUCED COPY OF THE AS-BUILT IRRl<SATION PLAN, COLOR-CODED AS TO COVERAGE AREAS FOR EACH VALVE, IN THE CONTROLLER ENCLOSURE. 15. THE IRRIGATION CONTRACTOR SHALL <SUARANTEE THE ENTIRE IRRIGATION SYSTEK TO BE FREE OF DEFECTS IN il'IORl<MANSHIP AND KATERIALS FOR A PERIOD OF ONE (I) YE:AR FROM FINAL. ACCEPTANCE BY THE Oil'INER. 16. THE INITIAL il'IATER SOURCE FOR THE IRRl<SATION SYSTEK SHALL BE A TEMPORARY POINT OF CONNECTION TO POTABLE il'IATER. THE TEKF'ORARY CONNECTION SHALL REKAIN IN PLACE UNTIL THE REQUIRED C.ROSS-C.ONNEC.TION TEST IS COMPLETED AND APPROVED BY THE CITY OF CARLSBAD AND THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONKENTAL HEAL TH. THE CONTRACTOR SHALL REVIEll'I REQUIREMENTS FOR THE TEMPORARY CONNECTION v-llTH THE CITY'S BAC.l<FLOll'I AND RECYCLED il'IATER ADMINISTRATOR PRIOR TO INSTALLATION. A REDUCED PRESSURE BAC.l<FLOll'I PREVENTION DEVICE SHALL BE INSTALLED AND CERTIFIED il'IITH THE TEMPORARY POINT OF CONNECTION TO POTABLE il'IATER. 11. AFTER THE CROSS CONNECTION TEST 15 APPROVED, THE CONTRACTOR SHALL REMOVE THE TEMPORARY CONNECTION, AND INSTALL THE PERMANENT IRRIGATION POINT OF CONNECTION TO THE RECYCLED il'IATER DISTRIBUTION SYSTEM AS SHOll'IN ON THE PLAN. THE CITY DOES NOT REQUIRE BAC.l<FLOll'I PROTECTION AT THE RECYCLED il'IATER POINT OF CONNECTION FOR THE IRRl<SATION SYSTEM. 18. PROVIDE CLEAN SAND. BEDDING AND BACKFILL IN MAINLINE TRENCH -3 INC.HES BELOll'I AND 6 INCHES ABOVE PIPE (MIN.). ·· 1"1. EXISTING> IRRI_G>ATION AND PLANTING INDICATED ON PLANS TO REMAIN SHALL BE PROTECTED IN PLACE. IMPROVEMENTS THAT ARE REMOVED OR DAMAG>ED DURING> GRADING>/CONSTRLICTION SHALL BE REPLACED BY THE CONTRACTOR. REPLACEMENT MATERIALS SHALi., BE NEll'I AND APPROVED EQUIVALENT SIZE, TYPE, r~RIND;~OINA<MA.e•~-~~~,-:✓V ;Fl::H:~:-v ·•· rv • j , ( 0 PVC SCH 80 NIPPLE < \ (LENGTH AS REQUIRED) ) ( G) PVC SCH 40 ELL ) \ 3 ® PVC SCH 40 STREET ELL < ( -4 ® PVC LATERAL PIPE < ( 5 (j) PVC SCH 40 TEE OR ELL J ( -~~ ) ( ~·~r--______ _____ 3 ) ( -Tir----=----i---& ) h ·--------{ ~ \ NOTE: 6 ~ 5 1. A SWING PIPE ASSEMBLY MAY BE USED WITH FLOWS LESS THAN 4 GPM. 4. A. ALL il'IIRE SHALL BE ANG>-UF, DIRECT BURIAL TYPE, AND ALL SPLICES AND CONNECTIONS SHALL BE MADE il'IITH PEN-TITE CONNECTORS OR EQUAL. EACH VALVE ON A CONTROLLER SHALL HAVE A SEPARATE Y'llRE COLOR. ALL il'IIRES SHALL BE INSTALLED il'IITH Tv-10 (2) FEET OF EXCESS HIRE (COILED) AT THE END OF EACH il'IIRE RUN. El. CONTROL il'IIRE SHALL BE BUNDLED AND PLACED BENEATH MAINLINE 5. CHECK VALVES SHALL BE USED il'IHERE INDICATED AND il'IHERE NEC.ESSARY TO PREVENT il'IATER FLOll'I For Irrigation Specifications, See Sheets L-5 & L-06 FROM LOll'IER ELEVATION HEADS il'IHEN SYSTEM 15 TURNED OFF. DATE, I0-2B-I5 6. ALL PRESSURE KAINLINES SHALL HAVE EIG>HTEEN (18) INCHES OF COVER, AND ALL LATERALS SHALL HAVE Til'IELVE (12) INC.HES OF COVER. TRENCH BACKFILL SHALL BE FREE OF ANY MATERIAL THAT MAY DRAJ/'4N BY, CC,f CAROL CORNELIUS CA. R.L.A. #L 656 DAMAGE IRRIGATION PIPE OR EQUIPMENT. IN THE EVENT OF BACKFILL SETTLEMENT, CONTRACTOR SHALL JOB NUMBER, 12001 PERFORK REQUIRED REPAIRS AT HIS Oil'IN COST. . 1 2 □44 R □YAL F DAD 1. ALL AUTOMATIC VALVES SHALL BE LOCATED il'IITHIN SHRUB AREAS. BALL VALVES SHALL BE LOCATED FILE, COMM/ FAITH CHURCH EL CAJ □N, CA.' 2 □2 1 IN SEPARATE VAL VE BOXES. 6 l 9-2 5 l -~ 2 8. ALL HAINLINE AND LATERAL LINES SHALL BE SLEEVED il'IITH PVC.. SCHEDULE 80 Til'IIC.E THE DIAMETER REVISIONS, 12-IB-15, 1-15-14 CCDRNE LA OF THE SLEEVED LINE il'IHERE IT PASSES UNDER PAVED AREAS 11, ,--,__ A,r<"'~----c---.. A ~4,-"4-11-14, · . @GMAIL M Of. AUTOMATIC. CONTROLLERS SHALL BE SIZE AND TYPE AS NAKED, AND INSTALLED il'IHERE ru(i-lp:-l4 v2'11-'.44-I.'t ~ l:!.::.B-I4-I5, "l-"l-I5 · ··· INSPECTOR CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 10 INDICATED ON IRRl<SATION PLAN. CONTROL v-llRES SHALL BE SLEEVED IN EL.ECTRIC.AL CONDUIT 7-I6-IA CCF /1\ IRRIGATION ADDITIONS 4 TO MAINLINE. 1.20 VOLT SERVICE TO CONTROLLER SHALL BE PROVIDED BY THE Oil'INER. L!.'::,2';';:;'4~--sl Lr,C~C~F~.L/2~\fP~L;fA=?JN:?-T7':I N~G~A?;;D~D~I T~l ~O~N~S~-----+--..:.._·.....::.··+----lf----l---+----.L---P-L_A_NN_I __ N.:_G __ D:..:_IVl_:.:.Sl__:,O __ N ___ _L__:::S'._'.H~EE:_TS'...-:'.__j 10. PRIOR TO BACKFILLIN6 IRRl6ATION TRENCHES, lo, l"i IL GCF !a\ I I A N A. ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT 125 P.S.I. c RR G TIO REVISIONS _ IRRIGATION NOTES & LEGEND FOR: FOR A PERIOD OF FOUR HOURS. ANY LEAKS FOUND SHALL BE CORRECTED BY REKOVING THE f"~~-.c:14:c:-:.J.l~C~C:;,F,...+,/.::::4\::.,_;:A~S~-:.eB="U~l.1=Lc..!T,=S;__ ______ ---'_·.---'---l----'---l-c--lL---1--.J LEAKIN<S PIPE OR FITTIN<SS AND INSTALLIN<S NEll'I MATERIAL IN ITS PLACE. r"!-'-2=-"l.:..--'-I~5f-Cc....:cC.:..F+_.:..A..::S::..-...:B::..U::..:l.=L:..:.T.::S:..__ __________ ·l---'--l---'---l----1----l Faith Community Church DEVELOPERS NAME: HAMANN COMPANIES. INC. ADDRESS: 1000 PIONEER WAY EL CAJON. CALIFORNIA 92020 TELEPHONE: 619-440-7424 DATE PLAN PREPARED: _1..,2,.,_/-'-'16.,/c.il.,,_3 ______ _ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION APPROVED)~ PLANNING DATE INITIAL DATE INITIAL DRWN BY, CCF O11-iER APPROVAL CITY APPROVAL CHCKD BY, CCF PROJECT NO. SDP-12-05 lo . -z..:,. "7 DATE DRAWING NO. 479-8L en z <( _J a_ 1- _J ::J co I en <( PART I -GENERAL I.I GENERAL CONDITIONS, THE 6ENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION I, ARE AN ADDED PART OF THIS SECTION AND THE CONTRACT FOR THIS HORK SHALL APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1.2 5COPE, THE HORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE HORK INDICATED ON THE DRAl"IIN6S AND AS SPECIFIED. OHNER/DEVELOPER HILL OBTAIN AND PAY ALL PERMITS REQUIRED BY 60VERNIN6 AUTHORITIES. ALL ON SITE, RECLAIMED V'IATER PIPIN6 SHALL BE INSTALLED IN ACCORDANCE HITH THE UNIFORM PLUMBING CODE AND ALL OTHER LOCAL 60VERNIN6 CODES, RULES, AND RE6ULATION. ALL PIPIN6 SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED HITH THE MANUFACTURER'S NAME OR TRADEMARK, NOMINAL SIZE, AND SCHEDULE OR CLASS INDICATIN6 THE PRESSURE RATING. PERMITS AND LICENSES UNLESS OTHERV'IISE STATED, SECURE THE REQUIRED LICENSES AND PERMITS INCLUDIN6 PAYMENTS OF CHARGES AND FEES, 6IVE REQUIRED NOTICES TO PUBLIC AUTHORITIES, AND VERIFY PERMITS SECURED OR ARRANGEMENTS MADE BY OTHERS AFFECTIN6 THE HORK OF THIS SECTION. V'IATER METERS AND POV'IER METERS HILL BE THE RESPONSIBILITY OF THE OHNER AND/OR HIS REPRESENTATIVE FOR INSTALLATION AND PERMIT FEES. 1.2.1 RELATED HORK, I. LANDSCAPING SECTION 02480 2. COMPLIANCE TO CITY OF CARLSBAD RECLAIMED V'IATER STANDARDS 1.2.2 QUALITY ASSURANCE .I QUALIFICATIONS OF INSTALLERS PROVIDE AT LEAST ONE PERSON HHO SHALL BE PRESENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE HORK AND HHO SHALL BE THOROU6HL Y FAMILIAR HITH THE TYPE OF MATERIALS BEIN6 INSTALLED, THE MATERIAL MANUFACTURER'S RECOMMENDED METHODS OF INSTALLATION, THE CITY OF CARLSBAD RECLAIMED V'IATER STANDARDS AND HHO SHALL DIRECT ALL HORK PERFORMED UNDER THIS SECTION. . 2 CODES AND STANDARDS IN ADDITION TO COMFL YIN6 HITH ALL PERTINENT CODES AND RE6ULATIONS, COMPLY HITH THE LATEST RULES OF THE NATIONAL ELECTRICAL CODE AND ELECTRICAL SAFETY ORDERS OF THE STATE OF CALIFORNIA, DIVISIONS OF INDUSTRIAL SAFETY, FOR ALL ELECTRICAL HORK AND MATERIALS. REFER TO THE LATEST EDITION OF THE 6REEN BOOK STANDARD SPECIFICATIONS FOR PUBLIC HORKS CONSTRUCTION HHERE APPLICABLE. THE CITY OF CARLSBAD RECLAIMED V'IATER STANDARDS, LATEST EDITIONS AND RULES AND RE6ULATION FOR RECLAIMED V'IATER SERVICE IN THE CITY OF CARLSBAD. LATEST EDITIONS ARE INCORPORATED INTO THESE SPECIFICATIONS BY REFERENCE HHERE RECLAIMED V'IATER IS PROPOSED. l.:l SUBMITTALS, .I SUBMIT COMPLETE MATERIAL LIST PRIOR TO PERFORMING ANY Y'IORK. SUBMIT CATALOG DATA AND FULL DE5CRIPTIVE LITERATURE HHENEVER THE USE OF ITEMS DIFFERENT THAN THOSE SPECIFIED IS REQUESTED. SUBMIT NOTARIZED CERTIFICATES BY PLASTIC PIPE AND FITTING MANUFACTURERS INDICATING THAT MATERIAL COMPLIES HITH SPECIFICATIONS, UNLESS MATERIAL HAS BEEN PREVIOUSLY APPROVED. .2 SUBMIT MATERIAL LIST USING THE FOLLOHIN6 LAYOUT (DOUBLE SPACED BETHEEN EACH ITEM) ITEM DE5CRIPTION MANUFACTURER MODEL NO. I. PRESSURE MAINLINE LASCO SCH. 40 2. LAHN HEAD RAINBIRD I80b-I2F 9. ETC. ETC. ETC. .9 EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED HITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT OR CITY INSPECTOR MAY BE REJECTED AND SUCH MATERIALS REMOVED FROM THE SITE AT NO EXPENSE TO THE OHNER/DEVEJ..OPER. .4 APPROVAi.. OF ANY ITEMS, ALTERNATIVE, OR SUBSTITUTION INDICATES ONLY THAT THE PRODUCT(S) APPARENTLY MEET THE REQUIREMENTS OF THE DRAHIN6S AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTED. . 5 THE CONTRACTOR IS RESPONSIBLE FOR PERFORMANCE OF SUBSTITUTED ITEMS. IF SUBSTITUTION PROVES TO BE UNSATISFACTORY, THE CONTRACTOR SHALL REPLACE IT HITH ORl6INALL Y SPECIFIED ITEM AT NO COST TO THE OHNER/DEVELOFER. 1.4 GUARANTEE, .I SUBMIT HRITTEN 6UARANTEE IN APPROVED FORM THAT ALL HORK SHOHIN6 DEFECTS IN MATERIALS OR Y'IORKMANSHIF Y'IILL BE REPAIRED OR REPLACED AT NO COST TO THE OY'INER/DEVELOPER FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE O!"INER/DEVELOPER. .2 THE 6UARANTEE FORM SHALL BE RETYPED ONTO THE CONTRACTOR'S LETTERHEAD AND CONTAIN THE FO!..LOHIN6 INFORMATION, A. 6UARANTEE FOR IRRl6ATION SYSTEM -(PROJECT NAME). HE HEREBY 6UARANTEE THAT THE IRRl6ATION SYSTEM HE HAVE FURNISHED AND INSTALLED FOR (PROJECT NAME) IS FREE FROM DEFECTS IN MATERIALS AND HORKMANSHIP, AND THE HORK HAS BEEN COMPLETED IN ACCORDANCE HITH THE DRAHIN6S AND SPECIFICATIONS, ORDINARY HEAR AND TEAR AND UNUSUAL ABUSE, OR NE6LECT EXCEPTED. HE A6REE TO REPAIR OR REPLACE ANY DEFECTS IN MATERIAL OR l"IORKMANSHIP HHICH MAY DEVELOP DURIN6 THE PERIOD OF I YEAR FROM DATE OF ACCEPTANCE AND ALSO TO REPAIR OR REPLACE ANY DAMA6E RESULTING FROM THE REFAIRIN6 OR REPLACING OF SUCH DEFECTS AT NO ADDITIONAL COST TO THE OHNER/ DEVELOPER !"IE SHALL MAKE SUCH REPAIRS OR REPLACEMENTS HITHIN A REASONABLE TIME, AS DETERMINED BY THE OHNER/DEVELOPER, AFTER RECEIPTS OF HRITTEN NOTICE. IN THE EVENT OF OUR FAILURE TO MAKE SUCH REPAIRS OR REPLACEMENTS HITHIN A REASONABLE TIME AFTER RECEIPT OF HRITTEN NOTICE FROM THE OHNER/DEVELOPER, HE AUTHORIZE THE OHNER/DEVEJ..OPER TO PROCEED TO HAVE SAID REPAIRS OR REPLACEMENTS MADE AT OUR EXPENSE AND HE HILL FAY THE COSTS AND CHAR6ES THEREFORE UPON DEMAND. B. PROJECT, (PROJECT NAME) C. LOCATION, (LEGAL DESCRIPTION OF PROJECT PROPERTY) Sl6NED, TITLE, ADDRESS TELEPHONE Sl6NATURE AND DATE, 1.5 OBSERVATION, 1.5.1 INSPECTION SCHEDULE .I IN ALI.. CASES HHERE OBSERVATION OF THE SPRINKLER SYSTEM HORK IS REQUIRED AND/OR HHERE PORTIONS OF THE HORK ARE SPECIFIED TO BE PERFORMED UNDER THE DIRECTION AND/OR OBSERVATION OF THE LANDSCAPE ARCHITECT OR CITY INSPECTOR. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYIN6 THE LANDSCAPE ARCHITECT OR LAND5CAPE COORDINATOR IN ADVANCE FOR THE FOLLOHIN6 INSPECTIONS, ACCORDIN6 TO THE TIME INDICATED, A. PRE-JOB CONFERENCE -1 CALENDAR DAYS B. LOCATION OF IRRl6ATION SLEEVES -48 HOURS C. LAYOUT OF CONTROi.. EQUIPMENT, SPRINKLER HEADS AND PIPIN6 -48 HOURS D. PRESSURE MAINLINE INSTALLATION AND TESTING -48 HOURS E. CONFORMANCE TO RE6ULATIONS FOR RECLAIMED V'IATER -48 HOURS F. LATERAL TRENCH DEPTH CHECK -48 HOURS 6. COVERA6E TEST -4B HOURS H. FINA!.. INSPECTION -4B HOURS I. NOTIFY THE CITY OF CARLSBAD 24 HOURS IN ADVANCE OF BEGINNING l"IORK (1b0) 8I5-b108 .2 !"IHEN INSPECTIONS HAVE BEEN CONDUCTED BY OTHER THAN THE l..AND5CAFE ARCHITECT OR THE LANDSCAPE COORDINATOR, SHOY'I EVIDENCE OF Y'IHEN AND BY Y'IHOM THESE INSPECTIONS HERE MADE. .9 NO INSPECTION !"Ill..!.. COMMENCE HITHOUT AS-BUILT DRAY'IIN6S. IN THE EVENT THE CONTRACTOR CALLS FOR AN INSPECTION Y'IITHOUT AS-BUILT DRAl"IIN5S, Y'IITHOUT COMPLETING PREVIOUSLY NOTED CORRECTIONS, OR Y'IITHOUT PREPARING THE SYSTEM FOR INSPECTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REIMBURSING THE LAND5CAPE ARCHITECT OR THE LANDSCAPE COORDINATOR AT THE RATE OF tl00.00 PER HOUR (PLlJS ANY TRANSPORTATION COST) FOR THE INCONVENIENCE. NO FURTHER INSPECTIONS Y'IILL BE SCHEDULED UNTIL THIS CHARGE HAS BEEN PAID. THE CITY HILL REQUIRE AS-BUILT DRAHINGS TO BE APPROVED PRIOR TO BACKFILLING MAINLINE TRENCH. lh TESTING, GENERAL .I FURNISH ALI.. NECESSARY TESTING EQUIPMENT AND PERSONNEL TO MEET TESTING REQUIREMENT. .2 CORRECT ALL DEFECT AND RETEST UNTIL ACCEPTANCE BY OY'INER AND CITY. 1.6.1 TESTS .I MAKE HYDROSTATIC TESTS ONLY IN THE PRESENCE OF THE CITY INSPECTOR• A REPRESENTATIVE OF THE OY'INER/DEVEJ..OPER. AIR PRESSURE CHECK ALL LINES THAT COULD HEAKEN OR DAMAGE ANY MAJOR STRUCTURES OR HARD5CAPES, IF V'IATER HERE USED. NO PIPE SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED, TESTED, AND APPROVED (INCLUDING AS-BUIL TS). .2 FURNISH NECESSARY FORCE PUMP AND ALI.. OTHER TEST EQUIPMENT. .9 TEST ALI.. PRESSURE MAINLINES UNDER A HYDROSTATIC PRESSI-RE OF 125 F.S.I. FOR A PERIOD OF FOUR HOURS. .4 Al..L TESTING SHALL BE APPROVED PRIOR TO THE INSTALLATION OF REMOTE CONTROL VALVES, QUICK COUPLERS, OR OTHER VALVE ASSEMBLIES. .5 ALL PIPING UNDER FAYED AREAS SHALL BE TESTED UNDER A HYDROSTATIC PRESSURE OF 125 P.S.I. FOR A PERIOD OF FOUR HOURS AND PROVED V'IATERTl6HT, PRIOR TO THE PAVING OPERATION. lh.2 ADJUSTING SYSTEM .I THE CONTRACTOR SHALi.. FLUSH AND ADJUST ALL IRRl<$ATION HEADS AND VALVES FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO Y'IALKS, ROADV'IAYS, BUILDINGS, V'IALJ..S AND OTHER STRUCTURES. .2 IF IT IS DETERMINED THAT ADJUSTMENTS IN THE IRRIGATION EQUIPMENT OR NOZZLE CHANGES Y'IILL PROVIDE PROPER AND MORE ADEQUATE COVERAGE, MAKE ALL SUCH CHAN5ES OR MAKE ARRANGEMENTS HITH MANUFACTURER TO HAVE ADJUSTMENT MADE, PRIOR TO PLANTING. . B ADJUST REMOTE CONTROL VALVES (BATTERY SYSTEMS) SO THAT THE MOST REMOTE SPRINKLER HEADS OPERATE AT THE PRESSURE RECOMMENDED BY SPRINKLER MANUFACTURER. lh.B. COVERAGE TEST .I Y'IHEN THE IRRIGATION SYSTEM IS COMPLETED, THE CONTRACTOR SHALi.. PERFORM A COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT, LANDSCAPE COORDINATOR OR CITY INSPECTOR, TO DETERMINE IF THE HATER COVERAGE FOR Fl..ANTIN6 AREAS IS COMPLETE AND ADEQUATE. FURNISH ALL MATERIALS AND PERFORM ALL l"IORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLANS OR HHERE THE SYSTEM HAS BEEN Y'IILLFULL Y INSTALLED AS INDICATED ON THE DRAl"IINGS HHEN IT IS OBVIOUSLY INADEQUATE OR INAPPROPRIATE, Y'IITHOUT BRIN5IN6 THIS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR. THIS TEST SHALL BE ACCOMPLISHED BEFORE ANY GROUND COVER OF TURF IS PLANTED. lh.4 DIRECT BURIAL CONTROL HIRES .I ALI.. HIRING SHA!..!.. BE TESTED FOR CONTINUITY, OPEN CIRCUITS AND UNINTENTIONAL GROUNDS PRIOR TO CONNECTING TO EQUIPMENT. THE MINIMUM INSULATION RESISTANCE TO GROUND SHALL BE FIFTY (SO) MEGAOHMS. ANY Y'IIRING NOT MEETING THIS REQUIREMENT SHALL BE REPLACED, AT THE CONTRACTOR'S EXPENSE . lh.5 FINAL ACCEPTANCE .I HHEN ALL l"IORK UNDER THIS CONTRACT HAS BEEN COMPLETED, INCLUDING TESTING ADJUSTMENTS, ADDITIONS OR DELETIONS, THE CONTRACTOR !"IILL NOTIFY THE OHNER FOR FINAL INSPECTION AND APPROVAL. FINAL ACCEPTANCE BY THE OY'INER DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY OF V'IARRANTY. 1.1 RECORD DRAl"IIN6S, 1.1.1 RECORD DRAHIN6S .I RECORD DRAl"IIN6S SHALi.. BE PREPARED AND SHALi.. SHOH ALL CHANGES IN THE l"IORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAY'IIN6S INCLUDING THOSE INVOLVING BOTH CONSTANT-PRESSURE AND INTERMITTENT-PRESSURE LINES AND APPURTENANCES. .2 ALL CONCEPTUAL OR MAJOR DESIGN CHAN5ES, INCLUDINc;, ANY CHAN6ES THAT MAY BE AFFECTED BY THE REQUIREMENTS OF THESE STANDARD SPECIFICATIONS, SHALL BE APPROVED BY THE OY'INER AND LANDSCAPE ARCHITECT BEFORE IMPLEMENTIN5 THE CHANGES IN THE CONSTRUCTION CONTRACT. HITHOUT PRIOR APPROVAL THE CONTRACTOR MAY BE REQUIRED TO REMOVE AND REPLACE FART OR ALL OF THE SYSTEM AT HIS O!"IN EXPENSE, TO BRING IT TO THE ORGINALL Y SPECIFIED DESl5N. FAILURE TO RECEIVE PRIOR APPROVAL MAY RESULT IN TERMINATION OF SERVICE. .9 RECORD ACCURATELY ON ONE SET OF BLACK AND HHITE PRINTS OF THE IRRIGATION DRAHINGS, ALL CHANe.ES IN l"IORK CONSTITUTING DEPARTURES FROM THE ORl5INAL CONTRACT DRAHINGS, INCLUDING CHANGES IN BOTH PRESSURE AND NON-PRESSURE LINE. .4 UPON COMPLETION OF EACH INCREMENT OF l"IORK, TRANSFER ALL SUCH INFORMATION AND DIMENSIONS TO THE PRINTS. RECORD CHAN5ES AND DIMENSIONS IN A LE6IBLE AND PROFESSIONAL MANNER. Y'IHEN THE DRAl"IIN6S ARE APPROVED, TRANSFER ALI.. INFORMATION TO A SET OF REPRODUCIBLE SEPIA MYLAR DRAHIN5S SUPPLIED AT COST BY THE LANDSCAPE ARCHITECT. .5 DIMENSION FROM THO PERMANENT POINTS OF REFERENCE (BUILDINGS, MONUMENTS, SIDEV'IALKS, CURBS, PAVEMENT) Al..L ITEMS AS REQUIRED. POST INFORMATION ON AS-BUILT DRAHIN6S DAY TO DAY AS THE l"IORK IS INSTALLED. ALL DIMENSIONS NOTED ON DRAHIN6S SHALL BE 1/4 INCH IN SIZE. h UPON COMPLETION OF EACH INCREMENT OF HORK, ALL REQUIRED INFORMATION AND DIMENSIONS SHALi.. BE TRANSFERRED TO THE RECORD DRAHINGS. FACILITIES AND ITEMS TO BE LOCATED AND VERIFIED ON THE RECORD DRAHIN6S. SHOH DIMENSIONAL LOCATION AND DEPTH OF THE FOLLOHIN6, A. POINT OF CONNECTION B. ROUTING OF IRRIGATION PRESSURE MAINLINES AND ALI.. SLEEVES (DIMENSION MAXIMUM 10 FEET ALON6 ROUTING AND ALL DIRECTIONAL CHANGESJ C. 5ATE VALVES D. IRRIGATION CONTROi.. VALVES E. QUICK COUPLER VALVES F. ROUTIN6 OF CONTROL !"IIRES G. AUTOMATIC CONTROLLERS H. OTHER RELATED EQUIPMENT (AS DIRECTED BY THe LANDSCAPE ARCHITECT) . 1 MAINTAIN AS-BUILT DRAHIN5S ON THE SITE AT ALI.. TIMES. THESE DRAHIN5S ARE SUBJECT TO INSPECTION AT ANYTIME. .8 MAKE ALL CHAN6ES TO REPRODUCIBLE DRAl"IINGS IN INK (NO BALL-POINT PEN). USE ERADICATING FLUID HHEN REDOINc;, DRAHIN6S. CHAN6ES AND DIMENSIONS SHALL BE RECORDED IN A LEGIBLE AND PROFESSIONAL MANNER. RECORD CONSTRUCTION DRAHIN6S SHALL BE MAINTAINED AT THE JOB-SITE DURIN6 CONSTRUCTION. . ."I THE LANDSCAPE ARCHITECT SHALi.. PROVIDE A COMPLETE SET OF 'AS-BUil.. T' DRAl"IIN6S TO THE CITY OF CARLSBAD UPON COMPLETION OF CONSTRUCTION. SUBMITTAL OF AS-BUILT PLANS SHALL BE AS REQUIRED BY THE ENGINEERING AND PLANNING DEPARTMENTS. THE FINAL PLANS SHOULD BE PREPARED BY THE LANDSCAPE ARCHITECT FROM DIMENSIONS PROVIDED BY THE CONTRACTOR. FINAL AS-BUILT FLANS SHALL BE DRAFTED CLeARLY TO THE SATISFACTION OF THE CITY, AND THE FINAL FLANS SHALL BE SUBMITTED TO THE CITY FOR THEIR KeePIN<S,, FINAL AS-BUILT PLANS HILL BE REQUIRED TO Be REVIEHED AND APPROVED BY THE CITY AND FINAL PLANS Y'IILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES. 1.1.2 CONTROLLER CHART .I AS-BUILT DRAHINGS SHALi.. BE APPROVED BY THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR BEFORE CHARTS ARE PREPARED. .2 PROVIDE ONE CONTROLLER CHART OF THE MAXIMUM SIZE CONTROJ..l..ER DOOR HILi.. AL!..OH, FOR EACH CONTROLLER SUPPLIED, SHOY'IIN6 THE AREA COVERED BY THAT AUTOMATIC CONTROLLER AND A CORRESPONDING LEGeND OF THE EQUIPMENT INSTALLED. . 9 THE CHART SHALi.. BE A REDUCTION OF THE ACTUAL AS-BUil.. T SYSTEM DRAHIN6. IF THE CONTROLLER SEQUENCE IS NOT LEGIBLE HHEN THE DRA!"IIN<S, IS REDUCED, ENLAR6E IT TO A SIZE THAT Y'IILL BE READABLE Y'IHEN REDUCED. .4 CHART SHALL BE BLACKLINE PRINT AND A DIFFERENT PASTE!.. TRANSPARENT COLOR USED TO SHOH AREA OF COVERA6E FOR EACH STATION. .5 HHEN COMPLETED AND APPROVED, HERMETICALLY SEAL THE CHART BETHEEN THO PIECES OF PLASTIC, EACH PIECE BEIN6 A MINIMUM 20 MILS THICK. h CHARTS SHALL BE COMPLETED AND APPROVED PRIOR TO FINA!.. INSPECTION OF THE IRRlc;,ATION SYSTEM. 1.1.9 OPERATION AND MAINTENANCE MANUALS .I PREPARE AND DELIVER TO THE OY'INER !"IITHIN 10 CALENDAR DAYS PRIOR TO COMPLETION OF CONSTRUCTION, ALL REQUIRED AND NECESSARY DESCRIPTIVE MATERIAL IN COMPLETE DETAIL AND FROPERL Y PREPARED IN FOUR/4) INDIVIDUAL BOUND COPIES. DESCRIBE THE MATERIAL INSTALLED IN SUFFICIENT DETAILS TO PERMIT QUALIFIED OPERATING PERSONNEL TO UNDeRSTAND, OPERATE AND MAINTAIN ALL EQUIPMENT. INCLUDE SPARE PARTS LIST AND RELATED MANUFACTURER INFORMATION FOR EACH EQUIPMENT ITEM INSTALLED. EACH MANUAL SHALL INCLUDE THE FOl..l..OY'IINc;,, A. INDEX SHEET STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER. B. DURATION OF <S,UARANTEE PERIOD. C. LIST OF EQUIPMENT Y'IITH NAMES AND ADDRESSES OF MANUFACTURER'S LOCAL REPRESENTATIVE . D. COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR EQUIPMENT. .2 IN ADDITION TO THE MAINTENANCE MANUALS, PROVIDE THE MAINTENANCE PERSONNEL HITH INSTRUCTIONS FOR MAJOR EQUIPMENT AND SHOY'I HRITTEN EVIDENCE TO THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR AT THE CONCLUSION OF THE Y'IORK THAT HIS SERVICE HAS BEEN RENDERED. 1.1.4 CHECK LIST . I COMPLETE THE FOLLOHING> CHECKLIST AT THE END OF THE PROJECT, USING THE FORMAT SHOHN, A. PLUMBING PERMITS (IF NONE: REQUIRED, SO NOTE) B. MATERIALS APPROVAL C. PRESSURE MAINLINE TEST (BY HHOM AND DATE) D. AS-BUIL TS DRAY'IIN6S COMPLETED (RECEIVED BY AND DATE) E. CONTROLLER CHART COMPLETED (RECEIVED BY AND DATE) F. MATERIALS FURNISHED (RECEIVED BY AND DATE) 6. OPERATION AND MAINTENANCE MANUALS FURNISHED (RECEIVED BY AND DATE) H. SYSTEM AND EQUIPMENT OPERATION INSTRUCTIONS (RECEIVED BY AND DATE) I. MANUFACTURER V'IARRANTEES (RECEIVED BY AND DATE) J. HRITTEN G>UARANTEE BY CONTRACTOR (RECEIVED BY AND DATE) .2 FOR.HARD SIGNED AND DATED CHECKLIST TO LANDSCAPE ARCHITECT OF LANDSCAPE COORDINATOR BEFORE FINAL ACCEPTANCE OF PROJECT. 1.8 5ENERAL REQUIREMENTS, 1.8.1 CODE REQUIREMENTS SHALL BE THOSE OF STATE AND MUNICIPAL AGENCIES AND RE6ULATIONS LOCAJ..L Y 50VERNIN<$ THIS HORK, PROVIDIN6 THAT ANY REQUIREMENTS OF THE DRAl"IIN6S AND SPECIFICATIONS, NOT CONFLICTIN6 THEREHITH BUT EXCEEDIN6 THE CODE REQUIREMENTS SHALL 60VERN, UNLESS HRITTEN PERMISSION TO THE CONTRARY IS G>RANTED BY THE AG>ENCY. 1.8.2 EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND HOR.KING IN THE AREA DUE TO EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES CAUSED BY HIS OPERATIONS. 1.8.9 CONNECTIONS SHALL BE MADE AT APPROXIMATE!.. Y THE LOCATIONS SHOY'IN ON THE DRAY'IINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS. 1.8.4 SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING HITH ANY l"IORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS. 1.8.5 PLAN LOCATIONS OF HEADS, VALVES, CONTROLLER AND PIPE LINES ARE DIAGRAMMATIC AND INDICATE THE SPACING AND RELATIVE LOCATIONS OF ALL INSTALLATIONS. I.8.b ALI.. LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX (b) INCHES FROM EACH OTHER, AND FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. DATE, DRAY'lN BY, JOB NUMBER, 10-28-IB C,C,f 12001 FILE: GOMM/ FAITH GHURGH REVISIONS, 12-18-IB 1-15-14 1.8.1 DIELECTRIC BUSHIN6S SHALi.. BE USED IN ANY CONNECTIONS Y'IITH PIPING OF DISSIMILAR METAL MATERIALS. 1.8.8 POINT OF CONNECTION SHALL BE APPROXIMATELY AS SHOHN ON DRAHIN<SS. CONNECT NEH UNDERGROUND FIFIN5 AND VALVES AND PROVIDE ALL FLAN5ES, ADAPTERS OR OTHER NECESSARY FITTINGS FOR CONNECTION. 1.8."I PERMISSION TO SHUT OFF ANY EXISTING IN-USE V'IATER LINES MUST BE OBTAINED 48 HOURS IN ADVANCE, IN HRITING FROM THE OHNER/DEVEJ..OPER. THE CONTRACTOR SHALL RECEIVE INSTRUCTIONS FROM THE OHNER/DEVELOPER, AS TO THE EXACT LENGTH OF TIME OF EACH SHUT-OFF . 1.8.10 CONTRACTOR SHALL ACQUAINT HIMSELF HITH ALI.. SITE CONDITIONS. 1.8.11 MAINTENANCE. THE ENTIRE IRRIGATION SYSTEM SHALL BE UNDER FULL AUTOMATIC OPERATION FOR A PERIOD OF 1 DAYS PRIOR TO ANY Fl..ANTIN5. 1.8.12 THE Y'IORK SHALL BE ACCEPTED IN HRITING HHEN THE ENTIRE SCOPE OF Y'IORK HAS BEEN COMFLeTED TO THE SATISFACTION OF THE OHNER. NO ALLOV'IANCE FOR DEVIATION FROM THE ORIGINAL PLANS AND SPECIFICATIONS !"IILL BE MADE UNLESS FREVIOUSL Y APPROVED BY THE OHNER. HHEN ANY ITEM APPEARS ON THE PLAN AND NOT IN THE SPECIFICATIONS, OR IN THE SPECIFICATIONS AND NOT ON THE PLANS, IT SHALL BE CONSIDERED IN BOTH. HHEN CONFLICTS ARISE, CONSULT THE LANDSCAPE ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING. THE OY'INER OR HIS AUTHORIZED REPRESENTATIVE SHALi.. HAVE THE FINAL AUTHORITY ALI.. ITEMS OF THE PROJECT. 1.8.19 SERVICE BY THE CONTRACTOR, THE CONTRACTOR SHALL SERVICE THE SYSTEM AT THE OY'INER'S REQUEST DURING THE GUARANTEE PERIOD AND SHALL BE PAID FOR l"IORK PERFORMED HHICH IS NOT COVERED BY THE GUARANTEE. IF REQUESTED BY THE OY'INER, THE CONTRACTOR SHALL FURNISH THE OHNER HITH A SCHEDULE OF SERVICE FEE FOR ADDITIONAL Y'IORK REQUESTED OUTSIDE OF THE G>UARANTEE . THE CONTRACTOR SHALL ENGAGE THE SeRVICES OF A PROFESSIONAL V'IATER MANAGEMENT COMPANY APPROVED BY THE IRRIGATION DESIGNER AND PROVIDE SUPPORT SERVICES FOR THE FOLLO!"IIN6 IRRIG>ATION EQUIPMENT, EXCESS FLOY'I SENSING> AUTO-RAIN SHUT OFF AND CALIBRATING SENSORS FOR EXCESS FLO!"I. INSPECT AND TEST CONTROLLERS AND GROUND FAULT. PROVIDE TECHNICAL SUPPORT ON THE JOB SITE AS REQUESTED BY CONTRACTOR FOR CONTROLLERS, EXCESS FLOY'I SENSING AND AUTO-RAIN SHUT OFF SENSING SYSTEMS . TRAINING> IN OPERATION OF ALL EQUIPMENT. FIVE YEAR LIMITED FIELD SERVICE V'IARRANTY FOR CONTROLLERS AG>AINST ORIG>INAL DEFECTS IN MATERIALS AND HORKMANSHIP. V'IARRANTY SHALL BE PROVIDED IN HRITING. AVAILABLE THROUGH HYDROSCAPE PRODUCTS . FART 2 -PRODUCTS 2.1 MATERIALS, ALL MATERIALS AND EQUIPMENT USED IN SPRINKLER IRRIG>ATION HORK SHALL BE NEH AND HITHOUT FLAY'IS OR DEFECTS AND OF QUALITY AND PERFORMANCE AS SPECIFIED. 2.1.1 PIPING>, FIFE SIZES SHOY'IN ARE NOMINAL INSIDE DIAMETER UNLESS OTHERV'IISE NOTED. .I POLYVINYL CHLORIDE FIFE ("ALERTLINE") FOR NON-POTABLE AATER, (I) PVC PLASTIC PRESSURE LINES, FOR PIPING> UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS. ALL FOUR (4) INCH AND SMALLER SHALL BE PURPLE COLORED PVC MEETING> ASTM-I184, TYPE I, GRADE PVC-II20, CELL CLASS I254B. PIPE, ASTM 2241 FOR SDR CLASS FIFE, ASTM 2b12 FOR "ALERTLINE" . PRESSURE MAINLINE, 1-1/2" AND SMALLER FIFE -SCHEDULE 40 PVC 2" AND LARGER FIFE -CLASS 915 PVC, SDR-I5.5 NON-PRESSURE LATERAL, ALL NON-PRESSURE PIPE -CLASS 200 PVC PIPE TYPE I, G>RADE I PVC PIPE, OUTSIDE DIAMETER OF PIPE SHALL BE THE SAME AS IRON PIPE. PIPE SHALi.. BE MARKED ON THO SIDES OF THE PIPE AT 24" INTERVALS HITH "CAUTION RECLAIMED V'IATER". SCHEDULE 40 PIPE SHALL NOT BE THREADED. SOLVENT SHALL BE AS SUPPLIED BY PIPE MANUFACTURER. PIPE SHALi.. BE PURPLE IN COLOR. .2 BRASS FIFE SHALL BE IFS STANDARD HEIG>HT 125 FOUNDS, 85% RED BRASS . For Irrigation Plan, See Sheet L-02 For Irrigation Details, See Sheet L-03 For Irrigation Notes & Legend, See Sheet L-4 ~f~('\ l>~c/ 'f ,:; f , ' CAROL CORNI LIUS CA. R.L.A. #, 656 1 2044 ROYAL F DAD EL CAJON, CA. 1202 1 619-251-7 2 CCDRNE LA @GMAIL M APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA CARLSBAD MUNICIPAL WATER DISTRICT B-21-14, 4-11-14 SHEET CITY OF CARLSBAD 10 5 PLANNING DIVISION SHEETS IRRIGATION SPECIFICATIONS FOR: Faith Community Church DEVELOPERS NAME: HAMANN COMPANIES. INC. ADDRESS: JOOO PIONEER WAY EL CAJON, CALIFORNIA 92020 APPROVED Ml C:r-E::,\ I-.. ,; tr (.,. · S · I 't TELEPHONE: 619-440-7424 PLANNING DATE DATE PLAN PREPARED: __...12-,/c..J..,6,_/j..,3.__ _____ _ DA lE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DAlE INITIAL DAlE INITIAL DR\ltlsl BY: CCF PROJECT NO. DRAWING NO. O'IHER APPROVAL aTY APPROVAL CHCKD BY: CCF SDP-12-05 479-8L 2.1.2 FITTINGS AND CONNECTIONS, .I FITTINGS FOR PVC PIPE FOUR (4) INCHES AND LARGER THE COUPLING SHALL BE AN INTEGRAL PART OF THE PIPE BARREL. IT SHALL CONSIST OF A THICKENED SECTION HHICH HAS AN EXPANDED BELL HITH GROOVE TO RETAIN A RUBBER SEALING RING OF UNIFORM CROHN SECTION. FITTINGS SHALL BE JOHNS-MANVILLE RING TITE PVC FITTING, PACIFIC HESTERN OR EQUAL. .2 POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS, TYPE II, GRADE I, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING, TAPERED SOCKET OR MOLDER THREAD TYPE, SUITABLE FOR EITHER SOLVENT HELD OR SCREHED CONNECTIONS. MACHINE THREADED FITTINGS AND F'LA!:>TIC 5ADDLE AND FLANGE FITTING!:> ARE NOT ACCEPTABLE. FURNISH FITTINGS FERMANENTL Y MARKED HITH FOLLOHING INFORMATION, NOMINAL PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC FITTING SHALL CONFORM TO ASTM D2464 AND D2466. . 3 BRASS PIPE FITTINGS AND CONNECTIONS, STANDARD 125 POUND CLASS B5% RED BRASS FITTINGS AND CONNECTIONS. 2.1.3 RISERS, .I ALL SPRINKLER HEADS SHALL HAVE RISERS AND SHING JOINTS AS SHOHN IN THE DETAIL DRAHINGS. ALL RISERS AND SHING JOINTS SHALL USE MAR.LEX FITTINGS AND SCHEDULE 80 PVC RISERS OR NIPPLES. 2.1.4 FITTINGS, .I FITTINGS, IN GENERAL, FOR ALL INSTALLATIONS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT PRICE AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL OF REQUIRED FITTINGS TO COMPLETE THE CONTRACT. . 2 ALL FITTINGS FOR PIPE THREE (3) INCHES AND SMALLER SHALL BE SCHEDULE 40. .3 ALL TEES FOR THE INSTALLATION OF SHING JOINTS HILL BE INSTALLED HITH DURA, LASCO TEE OR EQUAL. 2.1.5 AUTOMATIC CONTROL HIRE, . I ELECTRIC HIRING RUNNING FROM CONTROLLER TO THE AUTOMATIC CONTROL VALVES SHALL BE NO. 14 SOLID, SINGLE CONDUCTOR, COPPER HIRE, 4/64 INCH INSULATION, 4/64 INCH NEOPRENE JACKET, STYLE BR (DIRECT BURIAL) OR EQUAL, COLOR CODE HIRES TO EACH CONTROLLER, COMMON HIRE SHALL BE HHITE NO. 14 SOLID, SINGLE CONDUCTOR HIRE, 4/64 INCH INSULATION, 4/64 INCH NEOPRENE JACKET, STYLE BR (DIRECT BURIAL) OR EQUAL. 2.lh MONITORING DEVICES .I ALL MONITORING DEVICES SUCH AS FLOH AND PRESSURE MEASURING DEVICES, SHALL BE AS SHOHN ON DRAHINGS. 2.1.1120 VOLT HIRE TO CONTROLLER .. I 120 VOLT HIRE SHALL BE FER LOCAL CODE AS TYPE, SIZE AND QUALITY. INSTALL U.L. APPROVED CONDUIT A MINIMUM OF 24" BELOH GRADE FROM THE ELECTRIC METER TO CONTROL UNITS OR OTHER REQUIRED SERVICES. ALL SPLICES TO BE IN APPROVED FULL BOXES. ALL HIRES TO BE THIN COPPER OR OTHER DESIGNATION AS REQUIRED BY CODE. 2.1.8 AUTOMATIC CONTROLLER, . I AUTOMATIC CONTROLLER, FULLY AUTOMATIC IN OPERATION AND CAPABLE OF OPERATING THE NUMBER OF STATIONS OF REMOTE CONTROL VALVES AS NOTED. . 2 CONTROLLER ENCLOSURE ASSEMBLY, PEDESTAL MOUNTED AS NOTED, HITH A SEPARATE STAINLESS STEEL ENCLOSURE, TERMINAL STRIP, ON/OFF DISCONNECT SHITCH H/II0 VOLT GROUNDED OUTLET, RAINGUARD AUTO-RAIN SHUT-OFF DEVICE AND LOCKING, HINGED COVER AVAILABLE FROM HYDROSCAPE PRODUCTS INC. 5805 KEARNY VILLA RD., SAN DIEGO, CALIFORNIA (858)560-1600. .3 AUTOMATIC CONTROLLERS SHALL BE OF THE TYPE AND MANUFACTURERS SHOHN ON THE DRAHINGS. AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND DETAIL DRAHINGS. .4 ALL CONTROLLERS SHALL BE GROUNDED BY COPPER CLAD GROUNDING ROD AND GENERAL ELECTRIC LIGHTNING ARRESTOR #'lLl5DGB002 (50 OHMS RESISTANCE REQUIRED) 2.I.'l REMOTE CONTROL VALVES, ELECTRICAL . I THE ELECTRIC REMOTE CONTROL VALVES (PRESSURE REGULATING) SHALL BE OF THE STYLE AND MANUFACTURER'S SHOHN ON THE DRAHINGS, OR APPROVED EQUAL, AND INSTALLED PER DETAILED DRAHINGS AND MANUFACTURER'S RECOMMENDATION. . 2 VALVES SHALL BE INSTALLED A MINIMUM OF 6" FROM ALL FIXED OBJECTS AND 12" APART FROM EACH OTHER 2.I.IO MASTER VALVE .I SHALL BE OF THE STYLE AND MANUFACTURER'S SHOHN ON THE DRAHINGS, AND INSTALLED PER DETAILS, DRAHINGS AND MANUFACTURER'S RECOMMENDATIONS. 2.1.11 VALVE BOX, .I ALL VALVES INCLUDING PRESSURE REGULATING VALVES, MASTER VALVES, REMOTE CONTROL VALVES, GATE VALVES, AND QUICK COUPLER VALVES SHALL BE INSTALLED IN SUITABLE VALVE BOXES AS SHOHN IN DETAILS. ALL SHALL BE MARKED "PRY", "MY", "RCV", "CV", OR "DF" RE5PECTIVELY HITH 5TATION NUMBER5 FOR CONTROL VALVE5 EMB055ED ON THE VALVE COVER ALL 5HALL 5TATE "RECLAIMED HATER" IN ENGLl5H AND 5FANISH. (RCV BOXE5 5HALL HAVE LOCKING COVER5) OTHER BOXE5 5UCH A5 PULL BOXE5, ETC. SHALL BE MARKED ACCORDINGLY. VALVE BOXES SHALL BE PURPLE IN COLOR 2.1.12 5PRINKLER HEAD, . I 5FRINKLER HEADS 5HALL BE A5 REQUIRED ON THE DRAHING5. ALL 5FRINKLER HEAD5 ARE TO HAVE FACTORY BUILT IN CHECK VALVES OR A CHECK VALVE UNDER EACH HEAD. 5FRINKLER HEADS SHALL HAVE A FACTORY COLORED "PURPLE RECLAIMED HATER" DE5IGNATION A5 A FART OF THE 5FRINKLER OR IF NOT AVAILABLE BE PAINTED PURPLE AS DIRECTED BY THE CITY OF CARLSBAD. 2.1.13 QUICK COUPLER VALVES (NON-POTABLE), .I QUICK COUPLING VALVES SHALL BE A5 5PECIFIED ON THE DRAHING5. EACH QUICK COUPLER SHALL HAVE A MOLDED VINYL LOCKING COVER HITH ACME THREADS FOR RECLAIMED HATER SERVICE. .2 UPON COMPLETION OF THE CONTRACT AND PRIOR TO FINAL ACCEPTANCE, SUPPLY THE OHNER HITH QUICK COUPLER KEYS AND H05E ELL.5 OF THE QUANTITY CALLED FOR IN IRRIGATION SECTION 2.1.22. THE KEYS AND HOSES ELLS SHALL BE OF THE SAME MANUFACTURER AS THE COUPLING VALVE. .3 SHALL BE I" SIZE AS MANUFACTURED BY NELSON SPRINKLERS CO. 2.1.15 $ATE VALVES, .I $ATE VALVES THREE (3) INCHES AND SMALLER SHALL BE 150 POUND BASE, ALL BRA55/BRONZE CONSTRUCTION, SINGLE HEDGE DISC, INTEGRAL TAPER SEATS, NON-Rl51NG STEM, SCREHED BONNET5, BRONZE CROSS HANDLE AND A BRASS/BRONZE GROUND JOINT UNION CONNECTION AT THE DOHNSTREAM OUTLET. VALVES SHALL BE CAPABLE OF BEING REPACKED HHILE UNDER PRESSURE. .2 GATE VALVES FOUR (4) INCHES AND LARGER SHALL CONFORM TO ALL APPLICABLE PROVISIONS OF SECTION 2.01.08 OF THE STANDARD SPECIFICATIONS OF THE CITY OF SAN DIEGO, DOCUMENT NO. 121131. .3 SHALL BE SIMILAR TO THOSE MANUFACTURED BY KENNEDY, STOCKHAM, NIBCO OR APPROVED EQUAL. 2.1.16 MANUAL CONTROL VALVE, . I MANUAL CONTROL VALVE 3/4" AND I" SIZE SHALL BE MADE OF HEAVY DUTY BRA5S HITH A HHEEL HANDLE AND RATED TO 150 PSI. 2.1.11 ATMOSPHERIC VACWM BREAKER, .I ATMOSFHERI<;; VA<;;UVM 6REAl<ER ~/4" AND I" SIZE SHALL 6E MADE OF HEAVY DUTY BRASS CONSTRUCTION PREVENTING BACKFLOv-1 OF v-lATE:R INTO FRESH HATER LINES. OPERATING PRESSURE OF 15 TO 150 PSI AND SHALL BE MANUFACTURED BY THE SAME MANUAL CONTROL VALVES LISTED ABOVE. 2.1.18 BACKFLOH PREVENTER, UNIT SHALL BE AS SHOHN ON PLANS . 2.1.l'l CONCRETE FOOTINGS SHALL BE 2,000 PSI CONCRETE AT 28 DAYS. 2.1.20 BACKFILL SHALL BE CLEAN FILL SOIL HITH NO ROCKS OR CLODS 1/2" OR LARGER 2.1.21 HARNING TAPE, .I SHALL BE PLASTIC TAPE PREPARED HITH SILVER PRINTING ON A PURPLE FIELD HAVING THE HORDS, "CAUTION, RECLAIMED HATER LINE BEL.OH". THE OVERALL HIDTH SHALL BE 3 INCHES. .2 i'¼RNING (CAUTION) TAPE SHALL BE MANUFACTURED BY THOR ENTERPRISE, INC., P.O. BOX 450 SUN PRAIRIE, HISCONSIN, 535<:lO, (608) 831-11'11. 2.1.22 HARNING LABELS f SIGNS, SHALL BE APPROVED BY THE DISTRICT ENGINEER TO BE INSTALLED ON DESIGNATED FACILITIES. FACILITIES SUCH AS CONTROLLER ENCLOSURE AS DESIGNATED BY THE DISTRICT ENGINEER OR INSPECTOR SEE COVER SHEET FOR ADDITIONAL REQUIREMENTS. 2.1.23 HARNING TAGS, ALL RECLAIMED HATER SPRINKLER CONTROLS VALVES SHALL BE TAGGED HITH IDENTIFICATION TAGS. SEE COVER SHEET FOR ADDITIONAL REQUIREMENTS. 2.1.24 CONTRACTOR SHALL PROVIDE TO THE OHNER, .I THREE (3) CONTROL VALVE KEYS. .2 FOUR (4) HRENCHES FOR REMOVING EACH DIFFERENT TYPE OF SPRINKLER HEAD. .3 THO (2) 48" TEE HRENCHES FOR OPERATING BALL VALVES. .4 FIVE (5 EA.) QUICK COUPLER KEYS AND FIVE (5 EA.) HOSE BIB ASSEMBLIES (POTABLE f NON-POTABLE). .5 FIVE (5) KEYS FOR OPENING AND LOCKING EACH AUTOMATIC CONTROLLER. 2.1.25 HYE 5TRAINER SHALL BE OF BRONZE BODY HITH SCREH FITTINGS. SEE DETAILS AND DRN'-IINGS. 2.1.26 IN-LINE PRESSURE REGULATOR SHALL BE AS SPECIFIED ON DRN'-IINGS . 2.1.21 SURGE ARRE5TORS SHALL BE AS SPECIFIED ON DRAHING5 . FART 3 -EXECUTION 3.1 GENERAL REQUIREMENT5, 3.1.1 LOCATIONS ON DRA~INGS ARE DIAGRAMMATIC AND APPROXIMATE ONLY, AND 5HALL BE CHANGED AND ADJUSTED AS NECESSARY AS DIRECTED TO MEET EXISTING CONDITIONS AND OBTAIN COMPLETE HATER COVERAGE. LOCATE AND STAKE ALL HORK AND OBTAIN APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE INSTALLATION5 . 3.1.2 INSTALL AND EXTEND SYSTEM AS SHOHN ON THE DRAHINGS, AND AS NECE55ARY TO CARRY OUT THE INTENT OF THE DRAHINGS AND SPECIFICATIONS. 3.1.3 LOCATE LINES, VALVES AND OTHER UNDERGROUND UTILITIES AND RECEIVE THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE DIGGING TRENCHES. 3.1.4 REFER TO THE CITY OF CARLSBAD STANDARDS FOR RECLAIMED PIPE INSTALLATION. ALL CITY OF CARLSBAD STANDARDS TAKE PRECEDENCE OVER PLANS AND SPECIFICATIONS FOR THE PROJECT UNLESS NOTED AND APPROVED. 3.2 INSTALLATION OF IRRIGATION SYSTEM, 3.2.1 EXCAVATION AND BACKFILLING OF TRENCHES, . I EXCAVATE TRENCHES, PREPARE SUBGRADE, AND BACKFILL TO LINE AND GRADE HITH SUFFICIENT ROOM FOR PIPE FITTINGS, TESTING AND INSPECTING OPERATIONS. DO NOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECTED TO A HYDR05TATIC TEST AS SPECIFIED. . 2 DEPTH OF TRENCH, POLYVINYL CHLORIDE PRESSURE LINE (LESS THAN 3") -18" MINIMUM PRESSURE MAINLINES (3" AND UP TO 5-1/2") -24" MINIMUM POLYVINYL CHLORIDE NON-PRESSURE LINE -12" MINIMUM CONTROL HIRE -18" MINIMUM .3 TRENCHING THROUGH AREAS HHERE TOPSOIL HAS BEEN SPREAD, (I) DEPOSIT TOPSOIL ON ONE SIDE OF TRENCH AND SUBSOIL ON OPPOSITE SIDE . .4 SUBSOIL SHALL BE FREE OF ALL ROCKS AND CLODS 1/2 INCH IN DIAMETER, DEBRIS, AND LITTER, PRIOR TO USE A5 BACKFILL HHERE 50 INDICATED ON DETAIL. .5 REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE OR FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT GOVER ANY LINES UNTIL THEY HAVE BEEN INSPECTED AND APPROVED FOR TIGHTNESS, QUALITY OF HORKMANSHIP AND MATERIALS. h BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, HITH SUITABLE AND APPROVED MATERIAL, TAMPING SOIL AROUND PIPE AND THOROUGHLY COMPACTING ALL TRENCH FILLS UNTIL 'l0% COMPACTION HAS BEEN ACHIEVED. .1 BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROCKS AND CLODS 1/2" AND LARGER .8 CONTRACTOR SHALL NOT INSTALL PIPE ACROSS CONCRETE DRAINAGE SHALES. CONTRACTOR 5HALL JACK OR BORE UNDER SHALE TYPICAL. 3.2.2 UNDER EXISTING AND/OR PROPOSED PAVEMENT .I TRENCHES LOCATED UNDER AREAS ~HERE PAVING, ASPHALTIG CONCRETE OR CONCRETE HILL BE INSTALLED SHALL BE BACKFILLED HITH CLEAN FILL SOIL, IN A SLEEVE AND COMPACTED IN LAYERS TO 'l5% COMPACTION, USING MANUAL OR MECHANICAL TAMPING DEVICES. TRENCHES FOR PIPING HHICH ARE NOT UNDER PAVING SHALL BE COMPACTED TO EQUAL COMPACTION OF THE EXISTING ADJACENT UNDISTURBED SOIL AND SHALL BE LEFT FLUSH HITH THE ADJOINING GRADE. THE IRRIGATION CONTRACTOR SHALL SET IN PLACE, CAP AND PRESSURE TEST ALL PIPING UNDER PAVING PRIOR TO PAVING HORK. .2 PIPING UNDER EXISTING PAVEMENT MAY BE INSTALLED BY JACKING, BORING OR HYDRAULIC DRIVING. HOHEVER, NO HYDRAULIC DRIVING HILL BE PERMITTED UNDER ASPHALT PAVING. .3 PROVIDE FOR A MINIHL/M COVER OF 18 INCHES BETHEEN THE TOP OF THE PIPE AND THE BOTTOM OF THI= AGGREGATE BASE FOR ALL PRESSURE AND NON PRESSURE PIPING INSTALLED UNDER ASPHALTIC CONCRETE PAVING. .4 SECURE PERMISSION !"ROM THE OHNER/DEVELOPER BEFORE GUTTING OR BREAKING EXISTING PAYEMENT. ALL NECESSARY REPAIRS AND REPLACEMENTS SHALL BE APPROVED BY OHNER/DEVELOPER, AND SHALL BE AT NO ADDITIONAL COST TO OHNER/DEVELOFER. 3.2.3 INSTALLATION OF POLYVINYL CHLORIDE PIPE, .I BECAUSE OF THE NATURE OF PLASTIC PIPE AND FITTINGS, EXERCISE CAUTION IN HANDLING, LOADING AND STORING, TO AVOID DAMAGE. .2 THE PIPE AND FITTINGS SHALL BE STORED UNDER GOVER UNTIL USED, AND SHALL BE TRANSPORTED IN A VEHICLE HITH A BED LONG ENOUGH TO ALL.OH THE LENGTH OF PIPE TO LAY FLAT 50 A5 NOT TO BE SUBJECTED TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT . . 3 ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCARDED UNTIL SUCH DENTED OR DAMAGED SECTION IS CUT AND REJOINED HITH A COUPLING. .4 TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH GRADE TO THE TOP OF THE PIPE. THE BOTTOM OF THE TRENCH SHALL BE FREE OF ROCKS, CLODS, AND OTHER SHARP-EDGED OBJECTS. .5 PIPE ENDS AND FITTINGS SHALL BE HIPED HITH MEK, OR EQUAL, BEFORE HELDING SOLVENT IS APPLIED. HELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL BE BEVELED TO REMOVE BURRS AND EXCESS BEFORE FITTING AND GLUING TOGETHER. h PIPE SHALL BE SNAKED FROM SIDE-TO-SIDE OF TRENCH BOTTOM TO ALLOH FOR EXPANSION AND CONTRACTION. .1 CENTER LOAD PIPE HITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR INSPECTION DURING TESTING. .8 NO HATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTION HAVE BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT HELD SETTING AND CURING. ."I PLASTIC TO METAL JOINTS SHALL BE MADE HITH PLASTIC MALE ADAPTERS, METAL NIPPLE HAND TIGHTENED, PLUS ONE TURN HITH A STRAP HRENCH. .10 PLASTIC TO PLASTIC JOINTS, SOLVENT-HELD, USING SOLVENT RECOMMENDED BY PIPE MANUFACTURER ONLY . .II SOLVENT-HELD JOINTS, ASSEMBLE PER MANUFACTURER'S RECOMMENDATION. . 12 ALL PRESSURE PIPE 3" OR LARGER SHALL HAVE THE CORRECT SIZED CONCRETE THRUST BLOCK INSTALLED AT EVERY ABRUPT CHANGE OF ALIGNMENT; AT GATE VALVES, TEES, ELBOHS, CROSSES AND ENDS OF PIPE RUNS; OR ~HER.EVER THE CITY ENGINEER DEEMS ONE TO BE NECES5ARY. THRUST BLOCK SHALL BE INSTALLED AS PER DETAIL. 3.2.4 INSTALLATION OF BRASS PIPE, .I CUT BRASS PIPING BY POHER HACKSAH, CIRCULAR CUTTING MACHINE USING AN ABRASIVE HHEEL, OR HAND HAGKSA~. GUT NO PIPING ~ITH METALLIC ~HEEL CUTTER OF ANY DESCRIPTION. REAM AND REMOVE ROUGH EDGES OR BURRS 50 SMOOTH AN UNOBSTRUCTED FLOH IS OBTAINED. .2 CAREFULLY AND SMOOTHLY PLACE ON MALE THREAD ONLY. TIGHTEN SCREHED JOINTS HITH TONGS OR HRENCHES. CAULKING IS NOT PERMITTED. 3.2.5 REMOTE CONTROL HIRING, .I DIRECT BURIAL CONTROL HIRE SIZES, AS SHOHN AND SPECIFIED HEREIN BEFORE. .2 PROVIDE ONE CONTROL HIRE AND ONE COMMON GROUND HIRE TO SERVICE EACH VALVE IN SYSTEM. PROVIDE 2-FOOT MINIMUM EXPANSION LOOP AT EACH VALVE TO PERMIT REMOVAL AND MAINTENANCE OF VALVES. .3 INSTALL CONTROL HIRES AT LEAST 18" BELOH FINISH GRADE. .4 INSTALL CONTROL HIRES AND IRRIGATION PIPING IN COMMON TRENCHES HHEREVER POSSIBLE. .5 CONTROL HIRE SPLICES, ALLOH ONLY ON RUN5 OF MORE THAN 300 FEET, SPLICES AS FOLLOHS, (I) STRIP OFF MINIMUM OF 2-1/2 INCHES OF INSULATION FROM EACH HIRE . (2) CONNECTING AND SPLICING OF HIRE AT THE VALVES SHALL BE MADE USING DURA SEAL CRIMP SPLICES AS MANUFACTURED BY RAYCHEM CORPORATION. CONTRACTOR SHALL REFER TO RAYCHEM INSTALLATION PROCEDURES USING ULTRATORCH 3 HEATING TOOL. NO OTHER SPLICES HILL BE ALLOHED . 3.2.6 AUTOMATIC CONTROLLER, .I AUTOMATIC CONTROLLER SHALL BE INSTALLED A5 SHOHN AND DIRECTED. CONTROLLER SHALL BE TESTED HITH COMPLETE ELECTRICAL CONNECTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY POHER TO THE CONTROLLER FOR OPERATION AND TESTING PURPOSES. .2 CONNECTIONS TO CONTROL HIRING SHALL BE MADE ~!THIN THE PEDESTAL OF THE CONTROLLER ALL HIRE SHALL FOLLOH THE PRESSURE MAIN IN SO FAR A5 P055IBLE. .3 ELECTRICAL HIRING SHALL BE IN A RIGID PVC PLASTIC CONDUIT FROM CONTROLLER TO ELECTRICAL OUTLET. A CERTIFIED ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL HIRING TO THE SUB-PANELS, CLOCKS, OR ELSE~HERE AS REQUIRED, IN ORDER TO COMPLETE THIS INSTALLATION. A DISCONNECT S~ITCH SHALL BE INCLUDED. .4 CONTROLLER SHALL BE INSTALLED HITH VANDAL-RESISTANT ENCLOSURES AS CALLED FOR ON THE DRAHINGS (STAINLES5 STEEL) AS PROVIDED BY THE MANUFACTURER ON ADEQUATE CONCRETE FOUNDATION. 3.2.1 VALVES, .I ALL VALVES SHALL BE INSTALLED AS 5HOHN IN THE DETAILS AND IN ACCORDANCE HITH MANUFACTURER'S RECOMMENDATIONS AND AS REQUIRED BY .2 ALL AUTOMATIC VALVE5 SHALL BE SIZED AS SHOHN ON PLANS. GATE VALVE5 SHALL BE LINE SIZE. .3 INSTALL EACH CONTROL VALVE IN A SEPARATE VALVE BOX HITH A MINIMUM OF 12" SEPARATION BETHEEN VALVES AND 6" FROM ANY PIXED OBJECT OR STRUCTURE . 3.2.8 VALVE BOX, ,I INSTALL VALVE BOXES AS SHOHN ON DETAIL, INSTALL NO MORE THAN ONE VALVE PER BOX. VALVE BOXES INSTALLED NEAR v-lALKS SHALL ABUT FROM THOSE ITEMS AND THE TOP SURFACES SHALL BE FLUSH HITH ITEMS LISTED ABOVE. .2 ALL BOXE5 ARE TO BE MARKED AS TO THE TYPE OF VALVE, CONTROL STATION NUMBER IF APPLICABLE AND IDENTIFIED AS REQUIRED, FER RECLAIMED STANDARDS. .3 PURPLE VALVE BOXES REQUIRED FOR RECYCLED HATER 3.2."I SPRINKLER HEADS, .I ALL SPRINKLER HEAD5 SHALL BE IN5TALLED AS PER DETAILS SHOHN . .2 NOZZLE SIZE OF ALL HEADS SHALL BE ADJUSTED TO SUIT ANY PARTICULAR CONDITIONS OF THE AREA. THIS SHALL BE DONE AFTER THE 5YSTEM HAS BEEN THOROUGHLY TESTED, IMMEDIATELY AFTER HRITTEN NOTIFICATION BY THE ARCHITECT TO DO 50. 3.2.10 QUICK COUPLER A5SEMBL Y, .I INSTALL ALL QUICK COUPLERS AS INDICATED ON DRA~INGS AND AS DIRECTED . 5ET ALL VALVES PLUMB AND TRUE TO FINISH GRADE AND A MAXIMUM OF 12 INCHES FROM PAVING, HALK5, HEADERS OR CURBS, AND AS 5HOHN ON FLAN5 AND A5 DIRECTED. .2 INSTALL ALL QUICK COUPLERS IN 6" DIAMETER ROUND VALVE BOXES . 3.2.11 GATE VALVES f BALL VALVES, .I IN5TALL HHERE SHOHN AS DETAILED. 3.2.12 HARNING TAPE, HARNING TAPES SHALL BE INSTALLED DIRECTLY ON TOP OF THE PIPE LONGITUDINALLY AND SHALL BE CENTERED. THE HARNING TAPE SHALL BE INSTALLED CONTINUOUSLY FOR THE ENTIRE LENGTH OF THE PIPE AND SHALL BE FA5TENED TO EACH PIPE LENGTH BY PLASTIC TAPE BANDED AROUND THE PIPE HITH FASTENERS NO MORE THAN 5 FEET APART. TAPING ATTACHED TO THE SECTIONS OF PIPE BEFORE LAYING IN THE TRENCH SHALL HAVE FLAP5 SUFFICIENT FOR CONTINUOUS COVERAGE. ALL RISERS BETHEEN THE MAINLINE AND CONTROL VALVES SHALL BE INSTALLED ~ITH i'¼RNING TAPE. A SECOND i'¼RNING TAPE RUNNING CONTINUOUSLY ABOVE PIPING TO BE INSTALLED 12 INCH{:S ABOVE RECLAIMED HATER LINE . 3.2.13 HARNING LABELS 4 5IGN, INSTALL HHERE SHOHN AS DETAILED 3.2.14 HARNING TAG5, INSTALL HHERE SHOHN AS DETAILED 3.2.15 BACKFLOH PREVENTER, .I BACKFLOH PREVENTER ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE HITH MANUFACTURER'S SPECIFICATIONS, LOCATED AND AS DIRECTED ON DRAHINGS, AND SHALL CONFORM TO ALL APPLICABLE CODE AND ORDINANCE REQUIREMENTS. .2 EXACT LOCATION AND POSITIONING SHALL BE VERIFIED ON THE SITE BY THE LANDSCAPE ARCHITECT. 3.2.16 IN-LINE PRESSURE REGULATORS, .I ADJUST AND INSTALL PER PLANS AND DETAILS . 3.2.11 SURGE ARRESTOR, .I INSTALL PER PLANS AND DETAILS . 3.3 CLEAN-UP, AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREA5 IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS DAILY OR AS NECESSARY. AFTER COMPLETION OF THE PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING HORK. HE SHALL SHEEP AND GLEAN ALL SIDEHALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO THE PLANTINGS. For Irrigation Plan, See Sheet L-02 For Irrigation Details, See Sheet L-03 For Irrigation Notes & Legend, See Sheet L-4 DATE, DRAV'-4N BY, JOB NUMBER: 10-28-IS CCF 12001 FILE: COMM/ FAITH CHURCH REVISIONS, 12-18-IS l-lS-14 ,~Mf,;,r, c,,-,,J / ,;,·1 rli J ~ -!;!JI CAROL CORNI LIUS CA. R.L.A. #, 656 1 2044 ROYAL I DAD EL CAJON, CA.i, 2021 619-251-g> 2 S-21-14, 4-11-14 CCDRNE~l!f_Jj LA @GMAl:1.ifM APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING· AREA CARLSBAD MUNICIPAL WATER DISTRICT SHEET 6 CITY OF CARLSBAD 10 PLANNING DIVISION SHEETS THE CITY OF CARLSBAD FOR IDENTIFICATION, PER RECLAIMED AATER STANDARDS, 1----+---l-----------------+---+---t---t---t----_._------------~----j IF U5ED. 1---+----+----------------+---t---+----t-----c IRRIGATION SPECIFICATIONS FOR: Faith Community Church DEVELOPERS NAME: HAMANN COMPANIES. INC. ADDRESS: 1000 PIONEER WAY 1---+---l-----------------+---+---t---t---" APPROVED EL CAJON, CALIFORNIA 92020 l<z:J. \ lr-t;O:-#tt (,;, -~-1--\ 1----1---+-----------------+---t---t----ii---~ PLANNING DATE TELEPHONE: 619-440-7424 1----------..,-----~-------t 1---------------------+---:Dc-:A-:;;TE;:-lf-cl,,-.,Nl"'TI,:-AL,--t------------------t-;:D::-A:::;TE:--t-cl:::Nl:::Tl,:-AL:-t~D;;-;A;--:TE;:-r.;IN;;;ITl;;-;AL:;-----DR'M'l BY: CCF PROJECT NO. ORA WING NO. DATE PLAN PREPARED: ~12e,-l~16"'/~1~3______ E EER OF WORK REVISION DESCRIPTION CITY 'PPROV'L CHCKD BY:CCF SDP-12-05 479-8L BY: CAROL CORNEUUS R LA NGIN OTHER APPROVAL ~ ~ I f \ .. ,, . . . . ·._ ·. ·.··. · ... · ... _· ·. . ---. . .. . . . ·. . .... .. ·0· .··.· •~orarytawn Area ./"" . @.;;\ 0 @'>~ ,,..__ __ .,,4--=c,....-::--9r; Site Di J ___ _ __ ) DEVELOPERS NAME: HAMANN COMPANIES. INC. ADDRESS: J ooo P/0NEER WAY EL CAJON. CALIFORNIA 92020 TELEPHONE: 619-440-7424 DATE PLAN PREPARED: ___,_,12,.,_/-"16,,_,/~1~3 _____ _ BY: CAROL CORNELIUS. R,L,A, I 10' 20' i j CONSTRUCTION LEGEND ~6' HIGH DECORATIVE METAL FENCE. SEE SHEET 8 ~FOR DETAIL For Planting Notes & Legend, See Sheet L-08 For Planting Notes & Details, See Sheet L-09 For Planting Specifications, See Sheet L-10 60' APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA Scale 1" = 20' North "AS BUil T" DATE, 10-28-IB DRA)IIIN BY, CCF JOB NUMBER, 12001 . FILE, COMM/ FAITH CHURCH REVISIONS, 12-18-13, I-IB-14 &~~& ADDED SLOPE AND PERIMETER FLANTlNc& 2 ADDEO 51..0FE AND PERIMl:;TER PLANT1NS l ·2044 ROYAL EL CA.JON, CA. , 619-251- CC □RNE @GMAIL 10-1 I{-/ .c;- DATE IN5PEC-TOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 10 7 PLANNING DIVISION SHEETS l-----l---+-----------------1,------t---t-------t------J PLANTING PLAN FOR: Faith Community Church APPROVED lt-8\-c,jt l,D • '2.;;, -' .:; PLANNING DATE DA TE INITIAL DATE INITIAL DATE INITIAL DRWN BY, CCF PROJECT NO. DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION 011-!ER APPROVAL CITY APPROVAL CHCKD BY, CCF SDP-12-05 479-8L en z <( _J a_ 1- _J ::> cc I en <( I I l r SLOPE PLANTING STANDARDS, SLOPES 0,1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED V'IITH ONE OR MORE OF THE FOLLOV'IING PLANTING STANDARDS, A STANDARD _#I c·coVERCROP/REINFORCED STRAV'I MATTING, COYER CROP SHALL BE A. SEED MIX TYPICALLY MADE UP OF OUICK GERMINATING />,ND FAST COVERING GRASSES; CLOVERS, AND/OR V'IILD FLOV'IERS. SUBMIT THE SPECIFIC SEED MIX FOR,llTY APPROVAL .Pl'<IOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE "10% COVERAGE V'IITHIN THIRTY (SO) DAYS. TYPE OF REINFORCED STRAV'I MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. REINFORCED STRAV'I MATTING SHALL BE REQUIRED V'IHEN PLANTING OCCURS BETV'IEEN AUGUST 15 AND APRIL 15. THE COYER CROP AND/OR REINFORCED STRAV'I MAT SHALL BE USED THE REMAINDER OF THE YEAR B. STANDARD #2 -GROUND COVER ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED V'IITH A GROUND COVER KNOV'IN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE V'IITHIN ONE YEAR). C. STANDARD #5 -LOV'I SHRUBS LOV'I SPREADING V'IOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (10%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). D. STANDARD #4 -TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE PLANTED FROM A MINIMUM ONE (I) GALLON SIZE CONTAINERS AT A MINIMUM RATE OF ONE (I) PER Ti"IO HUNDRED (200) SOUARE FEET. SLOPES -0, I OR STEEPER AND, A. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC V'IALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1, B. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #I (EROSION CONTOL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2 AND #3. C. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #I (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COYER CROP). #2, "S, AND #4. AREAS GRADED FLATTER THAN 0,1 REQUIRE STANDARD #I (COVER CROP) Y11TH TEMPORARY IRRIGATION Y1HEN THEY HAYE ONE OR MORE OF THE FOLLOY11NG CONDITIONS, A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS Y11THIN SIX (0) MONTHS OF COMPLETION OF ROUGH GRADING. B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. c. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT Y1ARRANT IMMEDIATE TREATMENT. V'IATER CONSERVATION NOTES 1. PLANTS UTILIZED IN THIS PLAN ARE CLASSIFIED AS ZONE I ~ 2 PLANTS PER THE CITY OF CARLSBAD LANDSCAPE MANUAL. 2. ESTIMATED YEARLY AMOUNT OF SUPPLEMENTAL IRRIGATION REQUIRED IS 10-90". 3. LANDSCAPE MAINTENANCE FOR ALL THE AREAS ON THIS PROJECT SHALL BE THE RESPONSIBILITY OF THE OV'INER, INCLUDING EXISTING LANDSCAPED SLOPE AREAS SHOY1N Y11THIN THE PROPERTY LINE AND ALL PARKV'IAY AREAS ADJACENT TO THIS PRO-JECT. 4. PERCENT OF TOTAL SITE UTILIZED FOR LANDSCAPING FOR THIS PORTION OF THE PRO-JECT, (NUMBER DOES NOT INCLUDING EXISTING LANDSCAPING) = 40%. 5. TOTAL PARKING AREA • 35,142 SO. FT. LANDSCAPED AREA REQUIRED = 1,012 SO. FT. AREA PROVIDED = 1,810 SO. FT. 0. PERCENTAGE OF LANDSCAPE USED FOR ZONE I PLANTING (IB,465 SO. FT.!, 1"1% 1. SOME TURF IS USED IN CHILDREN'S PLAY AREA. TURF Y11LL BE USED TEMPORARILY FOR PLAYING FIELDS UNTIL PHASE 2 IS BUILT. 8. IRRIGATION EQUIPMENT SHALL BE INSTALLED FOR RECYCLED Y1ATER USEAGE "I. THIS PORTION OF THE PROJECT CONSISTS OF 83,263 SO. FEET OF LANDSCAPING. TOTAL PRO-JECT IS 14"1,144 SO. FEET. 99,486 IS NEY1 LANDSCAPING, 4"1,111 IS EXISTING LANDSCAPING TO REMAIN. 10. THIS PROJECT UTILIZES THE FOLLOY11NG PRINCIPLES OF XERISCAPE DESIGN, THOROUGH SOIL PREPARATION. CAREFUL PLANNED USE OF SHRUB AND TREE AREAS. ADAPTED, LOY1 Y1ATER DEMAND PLANTS. EFFECTIVE AND EFFICIENT IRRIGATION METHODS, Y1HICH Y11LL INCLUDE A SUBSURFACE DRIP IRRIGATION SYSTEM. MULCHED SHRUB BEDS. PROPER LANDSCAPE MAINTENANCE AND MANAGEMENT. PRIOR TO OCCUPANCY, PRIOR TO OCCUPANCY AND/OR SECURITY RELEASE, THE LANDSCAPE ARCHITECT OF V'IORK SHALL REVIEY1/ INSPECT THE PROJECT AND PROVIDE A CERTIFICATION LETTER FOR RELEASE OF SECURITIES, AND AN IRRIGATION SCHEDULE AND LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE AS REQUIRED BY THE CITY V'IATER ORDINANCE. A. THE SECURITY RELEASE LETTER SHALL CERTIFY THAT HE OR SHE HAS INSPECTED THE V'IORK AND THAT THE PROJECT COMPLIES Y'IITH THE FOLLOY11NG CONDITIONS, I. HAS BEEN MAINTAINED IN SUBSTANTIAL CONFORMANCE TO THE APPROVED PLANS. 2. IS GROV'IING IN A HEAL THY AND THRIVING CONDITION. 5. ALL PLANTINGS REQUIRED UNDER SECTION IV.E OF THE LANDSCAPE MANUAL HAYE BEEN ESTABLISHED AS AN EFFECTIVE SURFACE EROSION CONTROL. 4. THERE 15 NO EVIDENCE OF EXCESSIVE RUNOFF FROM THE IRRIGATION SYSTEM CAUSING A SOIL EROSION PROBLEM 5. AS-BUILT LANDSCAPE PLANS FOR THE BONDED V'IORK SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. El. AN IRRIGATION Y'IATERING SCHEDULE SHALL BE PREPARED BY THE PROFESSIONAL OF RECORD FOR ALL LANDSCAPE PROJECTS SUBJECT TO THE V'IATER EFFICIENT LANDSCAPE ORDINANCE. THE SCHEDULE SHALL BE SUBMITTED TO THE CITY PRIOR TO GRANTING A PERMIT OF OCCUPANCY AND SHALL INCLUDE THE FOLLOV'IING INFORMATION, I. A DESCRIPTION OF THE AUTOMATIC IRRIGATION SYSTEM THAT V'IILL BE USED FOR THE PROJECT. 2. THE ETO DATA RELIED ON TO DEVELOP THE IRRIGATION SCHEDULE, INCLUDING THE SOURCE OF THE DATA. 5. THE TIME PERIOD Y1HEN OVERHEAD IRRIG-ATION V'IILL BE SCHEDULED AND CONFIRM THAT NO OVERHEAD IRRIGATION SHALL BE USED BETV'IEEN 0 A.M. AND 10 P.M. 4. THE PARAMETERS USED FOR SETTING THE IRRIGATION SYSTEM CONTROLLER FOR Y1ATERING TIMES FOR, a) THE PLANT ESTABLISHMENT PERIOD b) ESTABLISHED LANDSCAPING c) TEMPORARILY IRRIGATED AREAS d) DIFFERENT SEASONS DURING THE YEAR 5. THE CONSIDERATION USED FOR EACH STATION FOR THE FOLLOY11NG FACTORS, a) THE DAYS BETY'IEEN IRRIGATION b) STATION RUN TIME IN MINUTES FOR EACIH IRRIGATION EVENT, DESIGNED TO AVOID RUNOFF c) NUMBER OF CYCLE STARTS FOR EACH IIRRIGATION EVENT, DESIGNED TO AVOID RUNOFF d) AMOUNT OF Y1ATER TO BE APPLIED ON A MONTHLY BASIS e) THE ROOT DEPTH SETTING f) THE PLANT TYPE SETTING g) THE SOIL TYPE h) THE SLOPE FACTOR I) THE SHADE FACTOR NOTES: 1. EXISTING SLOPE EROSION CONTROL PLANTING AND IRRIGATION SHALL REMAIN V'IHEREVER POSSIBLE, OR REHABILITATED TO STANDARDS OF ORIGINAL CONDITION. CONTRACTOR SHALI..REPAIR/REFURBISH EXISTING LANDSCAPE AND IRRIGATION AREAS TO MEET CURRENT LANDSCAPE MANUAL REQUIREMENTS. REFURBISHMENT PLANTINc56 SHALL BE COMPATIBLE Y'IITH EXISTIN& PLANTIN&S. FILL IN ALL BARE AREAS Y'llTH NEY'! PLANTS .TO MATCH EXISTING ADJACENT PLANTS. ALL LANDSCAPE AND IRRIGATION SHALL BE INSTALLED TO FILL ALL EXISTING LANDSCAPE AREAS TO THE CITY OF CARLSBAD LANDSCAPE STANDARDS. .2. EXISTING LANDSCAPING AFFECTED BY DRIVEY'lAY LOCATIONS SHALL BE ADJUSTED ACCORDINGLY. 5. TREES AND PLANTS Y'llTHIN THE BIORETENTION AREAS SHALL BE PLANTED IN ACCORDANCE Y'IITH THE SAN DIEGO COUNTY SUSMP DESIGN MANUAL. 4. EXISTING RIGHT OF Y'IAY LANDSCAPE AND IRRIGATION TO REMAIN Y'IHEREVER POSSIBLE CONTRACTOR IS RESPONSIBLE FOR PROTECTING IN PLACE ANY TREES. DAMAGED TREES SHALL BE REPLACED IN KIND. ANY PLANT MATERIAL OR IRRIGATION DAMAGED DURING CONSTRUCTION PROCESS SHALL BE REPLACED IN KIND. 5. ALL PLANTING AND IRRIGATION PROCESSES SHALL ADHERE TO THE CITY OF C.ARLSBAD LANDSCAPE AND IRRIGATION DESIGN MANUAL, DATED FEBRUARY 2012. 0. ROOT BARRIERS Y'llLL BE INSTALLED ON ALL TREES Y'IITHIN 5' OF PAVING, AND SHALL EXTEND PARALLEL TO PAVING 10' IN EAC.H DIREC.TION, PER C.ITY STANDARDS. 1. ALL LANDSCAPED AREAS SHALL HAVE A PERMANENT AUTOMATIC. IRRIGATION SYSTEM. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO UTILIZE RECLAIMED V'IATER. ALL IRRIGATION SYSTEMS SHALL BE DESIGNED Y'IITH SUBSURFACE DRIP TYPE C.OMPONENTS, OR MIC.RO SPRAY EMITTERS Y'lHERE NEC.ESSARY, AND AUTOMATIC C.ONTROLLERS. 8. IRRIGATION SYSTEMS SHALL FUNC.TION PROPERLY, AND BE MAINTAINED IN GOOD Y'IORKING ORDER. PLANTING SHALL BE SUFFICIENTLY V'IATERED TO MAINTAIN SUC.C.ULENT GROV'ITH. '1. ALL SLOPES SHALL BE PLANTED ACCORDING TO CARLSBAD SLOPE STANDARDS. 10. POSITIVE SURFACE DRAINAGE, (2%), SHALL BE PROVIDED IN PLANTING AREAS AY'lAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. FIRE SUPRESSION PLAN NOTES ZONE A-I ZONE A-I SHALL BE MEASURED HORIZONTALLY 20 FEET OUTV'IARD FROM THE OUTLYING EDGE OF ANY HABITABLE STRUC.TURE, OR INV'IARD FROM THE TOP OF THE SLOPE. PLANTING Y'IITHIN ZONE A-1 SHALL CONSIST OF GROUND COVER OR LOY'! GROY'llNG SHRUB SPECIES (LESS THAN THREE (5) FEET IN HEIGHT) KNOY'IN TO HAVE FIRE RESISTIVE QUALITIES. NO TREES OR SHRUBS (OVER THREE (5) FEET IN HEIGHT AT MATURITY) SHALL BE ALLOY'IED. IRRIGATION SHALL BE REQUIRED AND MAINTAINED. ALL ATTACHMENTS TO THE STRUCTURE SHALL BE NONC.OMBUSTIBLE. NO SOLID FUEL FIRE PITS OR OUTDOOR FIREPLACES SHALL BE PERMITTED. ZONE A-2 ZONE A-2 SHALL BE MEASURED HORIZONTALLY .20 FEET OUTY'lARD FROM THE OUTLYING EDGE OF ZONE A-1. PLANTING Y'llTHIN THIS ZONE SHALL CONSIST OF LOY'! V'IATER USE PLANT SPEC.IES KNOY'IN TO HAYE SLOY'I BURNING, LOY'! FUEL CHARACTERISTICS. NO TREES SHALL BE ALLOY'IED. IRRIGATION SHALL BE REQUIRED AND MAINTAINED. IF ZONE A-.2 CROSSES OVER A FENCE LINE, A SIX (0) FOOT Y'IIDE STRIP OF MODIFIED LANDSCAPING SHALL BE PROVIDED PARALLEL TO THE FENCE LINE IN ORDER TO PROVIDE ACCESS FOR FIREFIGHTERS. PLANTS LOCATED Y'IITHIN THE SIX (6) FOOT ACC.ESS AREA SHALL NOT EXCEED A HEIGHT OF 18 INCHES AT MATURITY. ZONE A-5 ZONE A-3 SHALL BE MEASURED OUTY'IARD FROM THE OUTLYING EDGES OF ZONE A-.2. IT SHALL INC.LUPE THE REMAINDER OF THE AREA BETY'IEEN ZONE A-.2 AND HIGH RISK FIRE AREAS. THE !HORIZONTAL DISTANCE FROM THE STRUC.TURE TO HAZARDOUS NATIVE VEGETATION SHALL NOT BE LESS THAN 00 FEET. PLANTING Y'llTHIN THIS ZONE SHALL C.ONSIST OF LOY'! Y'lATER USE OR DROUGHT TOLERANT PLANT SPECIES KNOV'IN TO HAVE SLOY'I BURNING, LOY'! FUEL CHARACTERISTICS. TREES MAY BE ALLOY'IED AT THE DISCRETION OF THE FIRE C.ODE OFFIC.IAL PROVIDED THAT, AT MATURITY, A .20-FOOT SPACING CAN BE MAINTAINED BETY'IEEN THE TREE C.ANOPIES. IRRIGATION SHALL BE REQUIRED AND MAINTAINED. PRIOR TO OCCUPANCY (CONTINUED FROM LEFT BELOV'\) C. A MAINTENANCE SCHEDULE FOR THE LANDSCAPING AND IRRIGATION SYSTEM 51HALL BE PREPARED FOR ALL LANDSCAPE PROJECTS SUBJECT TO THE Y'IATER EFFICIENT LANDSCAPE ORDINANCE. THE SCHEDULE SHALL BE 5UBMITTED TO THE CITY PRIOR TO GRANTING A PERMIT OF OCCUPANCY AND SHALL INCLUDE PROVISIONS FOR THE FOLLOY'IING, I. GENERAL LANDSCAPE AND IRRIGATION MAINTENANCE. THE SCHEDULE SHALL IDENTIFY THE ENTITY THAT Y'IILL BE RESPONSIBLE FOR MAINTENANCE AND SHALL PROVIDE FOR ALL OF THE G-ENERAL LANDSCAPE AND IRRIGATION MAINTENANCE REQUIREMENTS. 2. Y'IATER EFFICIENT LANDSCAPE MAINTENANCE. IN ADDITION TO THE GENERAL MAINTENANCE REQUIREMENTS, THE MAINTENANCE SCHEDULE FOR LANDSCAPE PROJECTS THAT ARE SUBJECT TO THE V'IATER EFFICIENT LANDSCAPE ORDINANCE SHALL INCLUDE PROVISIONS TO, a) MAINTAIN AND OPERATE THE LANDSCAPING AND IRRIGATION SYSTEM ON THE PROPERTY C.ONSISTENT Y11TH THE MAY'IA b) MAINTAIN THE IRRIGATION SYSTEM TO MEET OR EXCEED AN IRRIGATION EFFICIENCY NECESSARY TO MEET MAY'IA. c) REPLACE BROKEN OR MALFUNCTIONING IRRIGATION SYSTEM COMPONENTS Y'IITH COMPONENTS OF TIHE SAME MATERIALS AND SPECIFICATIONS, THEIR EOUIYALENT OR BETTER. ENSURE THAT V'IHEN VEGETATION IS REPLACED, REPLACEMENT PLANTINGS ARE REPRESENTATIVE OF THE HYDROZONE IN Y'IHICH THE PLANTS V'IERE REMOVED AND ARE TYPICAL OF THE Y'IATER USE REQUIREMENTS OF THE PLANTS REMOVED, 50 THAT THE REPLACED VEG-ETATION DOES NOT RE5UL TIN MIXING HIGH V'IATER USE PLANTS Y11TH LOY1 V'IATER USE PLANTS IN THE SAME HYDROZONE. 2 ,___..., 3 >--+t-it-tl 0 0 0 E:>' HIG>H, 2" O.D. ROUND G>ALVANIZED TUBULAR STEEL POST JAIITH CAP @ 8'-0" MAX. O.C. SPACING. I" O.D. ROUND TOP AND BOTTOM RAILS -PAINT TO MATCH POSTS 5/8" O.D. ROUND PICKETS @ 4" O.C. SPACING> -PAINT TO MATCH POSTS 0 CONCRETE FOOTINe:, ® FINISH e:,AADE @f--T_u_b_u_la_r _S_t_e_e_l _F_e_n_c_e _____ ""'N""oT.....,.To;;;,,SE::;;.;;~="'ki-'1-I0-i=-N PLANT LEGEND SYMBOL BOTANIC-AL NAME COMMON NAME SIZE TREES II CHILOPSIS LINEARIS DESERT Jl'llLLOV'I 24" BOX 2 -- ~,I,,,.---..., CERCIS OCCIDENTALIS Jl'lESTERN REDBUD 24" BOX 2 l L YONOTHAMNUS FLORIBUNDUS CATALINAIRONJl'lOOD 24"BOX 18 'SJl'lAN HILL' OLIVE 24" BOX '1 RC.US ASRIFOLIA COAST LIVE OAK 24"BOX I& SHRUBS ~~~~~;~~~~~;;;R~~;;~v;~=;,~~~~-OF -;_::~;-;Jv- LOT SHALL BE 5 GALLON SIZE AS NOTED ON LEGEND, (DEL TA 2), PLANTS USED ON SLOPES OTHER THAN _THESE AREAS SHALL BE I GALLON SIZE. ~-''--"_./'-._./''--"~~ A A ~~--~'-._~~~_..A-J'-.,~ LARGE SHRUBS(&' TALL AND UP) A ARBUTUS UNEDO STRAJl'lBERRY TREE 5 GALLON H HETEROMELES ARBUTIFOLIA TOYON MEDIUM SHRUBS (4' TO &' TALL) @ (~~~~v-v--v~-v~;;_ A~;;;;;py~ /2\ r;;,::;_~~~ && ® Cl~MPUREA_A~...-A~RDCK~ 5 SALLON -42 I SALLON -52 @ COLEONEMA PULCHRUM _ PINK BREATH OF HEAVE~ 5 GALLON -82, I GALLON -115 CD ~l;k',)~1':,,,E.l~-vr.~~/-~-~--·y"'/''✓-v"'v'::, ~-./'--~~ o~~~ANDE RUBESCENS' SAN MIGUEL IS. BUCKJl'lHEAT, .. ) 2" LINERS 34 EB MUHLENBERGIA R)~~/~J'--i,r(~~~-"-A..._/'-.,A_../ I GALLON 7 @ROMNEYA COULTER! MATIJILA POPPY g (~I§ 10 SMALL SHRUBS (S' TALL AND LOl"!ER) . . 0 HELIANTIHEMUM NUMMULARIUM SUNROSE @) OJ=J'<9.1~~88~_j,..;-.v~-f<6-b!!:'~J::1E:,~E @ (~t-~S~~~~~~~ @ ROSMARINUS OFFICINALIS . ROSEMARY g 8:) SALVIA GREGSII AUTUMN SAGE 0 TRACHELOSPERMUM JASMINIODES STAR JASMINE GROUND COVERS -NOTE, NEV'! GROUND COVERS SHALL BE INSTALLED TO FILL ALL AREAS UP TO THE "EXISTING LANDSCAPE TO REMAIN" AREAS. MYOPORUM PARVIFOLIUM 'PUTAH CREEK' PROSTRATE MYOPORUM FL TS. @ 18" OC. BACCHARIS PILULARIS COYOTE BRUSH FL TS. @ 18" OC. NASSELLA PULCIHRUM PURPLE NEEDLE GRASS FL TS. @ 18" OC. MARA THON 111 DV'IARF FESCUE BY SOD FOR FUTURE PLAY AREA, USE MULCH AT SAME RATES AS PLANTINS AREAS, UNTIL PRESCIHOOL IS ESTABLISHED. LIMITS OF EXISTINS LANDSCAPIN6 AND IRRl6ATION TO REMAIN. CONTRACTOR SHALL REPAIR EXISTIN6 IRRl&ATION SYSTEMS AND PROTECT IN PLACE, AND/OR REPLACE V'IHERE NECESSARY. CONTRACTOR SHALL REPAIR/REFURBISH EXISTING LANDSCAPE AREAS TO MEET CURRENT LANDSCAPE MANUAL REQUIREMENTS. REFURBISHMENT PLANTINGS SHALL BE COMPATIBLE V'IITH EXISTIN6 PLANTINGS. FILL IN ALL BARE AREAS V'IITH NEJl'l PLANTS TO MATCH EXISTIN6 AD-JACENT PLANTS. For Planting Plan, See Sheet L-07 For Planting Notes & Details, See Sheet L-09 For Planting Specifications, See Sheet L-10 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA DATE, 10-28-13 DRAV'IN BY, GGF JOB NUMBER, 12001 FILE, COMM/ FAITH CHURCH REVISIONS, 12-18-13, 1-13-14 &~~& /1\ """I""" Ll'6tNt> "AS BUil T" INSPECTOR ID--15-1"', DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 8 CITY OF CARLSBAD 10 PLANNING DIVISION SHEETS 1----1----+----------------1-----t-,---t---+----t PLANTING LEGEND & NOTES FOR: DEVELOPERS NAME: HAMANN COMPANIES. INC. ADDRESS: 1000 PIONEER WAY EL CAJON, CALIFORNIA 92020 TELEPHONE: 619-440-7424 DATE PLAN PREPARED: ~12=/~16=/~1c;3 ______ _ Faith Community Church APPROVED rg6 Ly t:-i¼>JS- 0----+----+-----------------+---+----+1----+----,PLANNING 1 DATE INITlAL DATE. INITlAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL . DATE INITlAL DR'IIN BY, CCF CITY APPROVAL CHCKD BY: CCf PROJECT NO. SDP-12-05 DRAWING NO. 479-BL en z <( _J (L 1-- _J =., en I en <( PLANTING NOTES I. THE CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING PLANTER AREAS AND PLANT MATERIAL AS INDICATED ON THE PLANS OR AS SPECIFIED IN THE FIELD BY THE LANDSCAPE ARCHITECT. 2. THE PLANTING PLAN IS DIAGRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. ALL PLANT LOCATIONS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. PLANT QUANTITIES ARE APPROXIMATE AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETJ/'IEEN SYMBOLS AND QUANTITIES SHOJ/'IN. S. APPLY A CONTACT HERBICIDE, J/'IHERE J/'-lEEDS ARE PRESENT, PER MANUFACTURER'S SPECIFICATIONS, A MINIMUM OF TEN DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION J/'-lORK. HERBICIDES SHALL BE USED IN ACCODANCE J/'-llTH APPLICABLE RULES AND REGULATIONS. J/'-lEEDS, INCLUDING THEIR ROOTS, SHALL BE ALLOJ/'IED TO COMPLETELY DIE BACK BEFORE PROCEEDING J/'IITH J/'IORK. 4. SUBMIT A SOIL SAMPLE AND A PLANT LIST TO THE "A AND L LABORATORY" IN MODESTO, CA, PRIOR TO ANY PLANTING. SUBMIT THE SOIL TEST TO THE LANDSCAPE ARCHITECT AND FOLLOJ/'l THE SOIL LABORATORY'S RECOMMENDATIONS PRIOR TO PLANTING. 5. ALL AREAS LESS THAN S, I IN SLOPE TO BE PLANTED SHALL BE CROSS-RIPPED TO A DEPTH OF SIX INCHES AND SHALL HAVE THE FOLLOJ/'IING AMENDMENTS SPREAD EVENLY AND THOROUGHLY BLENDED IN (QUANTITIES ARE PER 1,000 S.F.), A. S CUBIC YARDS NITROGEN FORTIFIED REDJ.AIOOD SHAVINGS B. 100 POUNDS AGRICUL TUR.AL GYPSUM C. 15 POUNDS IRON SULFATE D. 25 POUNDS 16-6-8 SLOJ/'l RELEASE FERTILIZER PLEASE NOTE THAT THE AMENDMENTS MAY CHANGE, BASED ON THE SOIL ANALYSIS. 6. EACH PLANT SHALL RECEIVE AGRIFORM PLANT TABLETS AS FOLLOJ/'-lS, I GAL CONTAINER (I) 21 GRAM 5 GAL CONTAINER (S) 21 GRAM 15 GAL CONTAINER (5) 21 GRAM PERS INCHES OF BOXED TREE SIZE (I) 21 GRAM PER TY'-lO FEET OF BROJ/'IN TRUNK HEIGHT (I) 21 GRAM 1. PLANT BACKFILL SHALL BE 50% SITE SOIL AND 50% NITROGEN FORTIFIED REDJ/'IOOD SHAVINGS BY VOLUME. 8. PLANTS SHALL BE INSTALLED PER PLANTING DETAILS PROVIDED IN THESE PLANS. PLANT MATERIAL SHALL NOT BE ROOT BOUND. FIVE GALLON PLANTS AND LARGER SHALL HAVE BEEN GROJ/'-lN IN CONTAINERS FOR A MINIMUM OF 6 MONTHS AND MAXIMUM OF TJ/'1O YEARS. PLANTS SHALL EXHIBIT HEAL THY GROJ/'-lTH AND BE FREE OF DISEASES AND PESTS. SHRUBS SHALL BE PLANTED A MINIMUM OF 12" FROM HARDSCAPE. Cf. STAKE ALL TREES PER DETAIL. REMOVE NURSERY STAKES AND TIES FROM ALL CONTAINER STOCK. MAINTAIN SIDE GROJ/'-lTH ON ALL TREES. 10. PLANT ALL AREAS J/'IITH GROUND COVER TO J/'IITHIN 6" OF SHRUB OR TREE TRUNKS. INSTALL AS" LAYER OF CLEAN SHREDDED BARK MULCH IN ALL AREAS FLATTER THAN 3,1 NOT RECEIVING GROUND COVER, AND A 1/2" LAYER TO ALL AREAS FLATTER THAN S, I RECEIVING GROUND COVER, UNLESS OTHERJ/'IISE INDICATED ON PLANS. II. PLACE PLANTS NO CLOSER THAN 12" TO SPRINKLER HEADS. 12. ALL GROUND COVERS SHALL BE GUARANTEED BY THE CONTRACTOR AS TO 6-ROJ/'ITH AND HEAL TH FOR A PERIOD OF SIXTY DAYS FOLLOJ/'-llNG COMPLETION OF THE MAINTENANCE PERIOD AND FINAL ACCEPTANCE OF THE PROJECT BY THE OJ/'-lNER OR OJ.AINER'S REPRESENTATIVE. ALL SHRUBS SHALL BE GUARANTEED BY THE CONTRACTOR AS TO GROJ/'ITH AND HEAL TH FOR A PERIOD OF SIXTY DAYS FOLLOJ/'IING COMPLETION OF THE MAINTENANCE PERIOD AND FINAL ACCEPTANCE OF THE PROJECT BY THE OJ.AINER OR OJ/'-lNER'S REPRESENTATIVE. ALL TREES SHALL BE GUARANTEED BY THE CONTRACTOR AS TO GROJ/'-lTH AND HEALTH FOR A PERIOD OF TJ/'-lELVE MONTHS FOLLOJ/'-llNG COMPLETION OF THE MAINTENANCE PERIOD AND FINAL ACCEPTANCE OF THE PROJECT BY THE OJ/'-lNER OR OJ/'INER'S REPRESENTATIVE. THE CONTRACTOR, J/'-llTHIN 15 DAYS OF NOTIFICATION BY THE LANDSCAPE ARCHITECT OR OJ/'INER, SHALL REMOVE AND REPLACE ALL GUARANTEED PLANT MATERIALS J/'IHICH FOR ANY REASON FAIL TO MEET THE REQUIREMENTS OF THE GUARANTEE. REPLACEMENT SHALL BE MADE J/'IITH PLANT MATERIALS AS INDICATED OR SPECIFIED ON THE ORIGINAL PLANS, AND ALL SUCH REPLACEMENT MATERIALS SHALL BE GUARANTEED AS SPECIFIED FOR THE ORIGINAL MATERIAL GUARANTEE. IS. PLACE TEMPORARY CHAIN LINK CONSTRUCTION FENCE AROUND EXISTING TREES TO REMAIN AT DRIP LINE. STOCKPILING, TOPSOIL, MATERIAL STORAGE, VEHICLE USE AND FOOT TRAFFIC IS PROHIBITED J/'-llTHIN THE DRIPLINE. PROTECT ROOTS FROM FLOODING, EROSION, LIME. CUT ROOTS APPROXIMATELY 6" FROM NEJ/'-l CONSTRUCTION. CUTS SHALL BE MADE J/'IITH CLEAN, SHARP PRUNING TOOLS, (NO SAJ/'IS). MAINTAIN AND DOCUMENT A TREE J/'IATERING SCHEDULE DURING CONSTRUCTION. REPLACE DAMAGED TREES J/'-llTH ONE OF EQUAL SIZE. 14. PRIOR TO REMOVAL OF ANY EXISTING TREES, OJ/'-lNER/CONTRACTOR SHALL OBTAIN A TREE REMOVAL PERMIT FROM THE CITY OF VISTA. 15. ALL BACKFILL MIXES AND MULCHES SHALL CONSIST OF CLEAN ORGANIC MATERIALS, NATURALLY COMPOSTED. SOIL AMENDMENTS SHALL BE FREE OF ANY TRACES OF ANIMALS, ANIMAL J/'IASTES OR ANIMAL BY-PRODUCTS. 16. ON ALL SLOPES S, I AND STEEPER THE FOLLOJ/'-llNG REQUIREMENTS SHALL BE IMPLEMENTED PRIOR TO ACCEPTANCE BY THE CITY, ci) GROUNDCOVER SHALL BE PERMANENT SPECIES PLANTED FROM LINERS OR FLATS AT TJ/'IELVE (12) INCHES (MAX.) ON CENTER SPACING. b) PROVIDE I ONE GALLON SHRUB FOR EACH 100 SF. OF SLOPE AND I FIVE GALLON SHRUB FOR EVERY 200 SF. OF SLOPE. e,) PROVIDE TREES ON ALL SLOPES AT THE RATE OF ONE 15 GALLON TREE PER 500 SF. OF SLOPE ON ALL SLOPES 5' OR GREATER VERTICAL HEIGHT. ON ALL SLOPES 8' OR GREATER VERTICAL HEIGHT, PROVIDE ONE 15 6-ALLON TREE PER 500 SF. OF SLOPE PLUS ON 5 GALLON TREE PER EACH 1,000 SF. OF SLOPE. NOTE: SLOPE TREES ARE IN ADDITION TO STREET TREES. d) REINFORCED STRAJ/'-l MATS (SC 150 MANUFACTURED BY NORTH AMERICAN GREEN l-8OO-41S-ICf65 OR CITY APPROVED EQUAL) MUST BE INSTALLED ON ALL SLOPES S,I OR GREATER. 11. SLOPE PLANTING SHALL ACHIEVE EFFECTIVE SOIL COVERAGE IN ACCORDANCE Y'!ITH THE CITY OF CARLSBAD GRADING ORDINANCE, PRIOR TO FINISHED GRADE APPROVAL. IF EFFECTIVE SOIL COVERAGE IS NOT ACHIEVED IN THE REQUIRED TIME FRAME, THEN THE CONTRACTOR SHALL IMPLEMENT THE ADDITIONAL EROSION CONTROL MEASURES NOTED BELOY'!. EROSION CONTROL MEASURES SHALL BE: ci) FIBER MATRIX APPLICATION (STABLIZED OR BONDED), OR b) EROSION CONTROL BLANKETS (STRAY'! OR COCONUT FIBER), OR e,) COMPOSTED LANDSCAPE MULCH (2-INCH DEPTH MIN.) AND HYDROMULCH + TACKIFIER, AND/OR d) GROUNDCOVER PLANTING AND FIBER ROLLS IN ADDITION TO ABOVE MEASURES. ALL PLANTING AREAS LESS THAN 3: I SLOPE SHALL RECEIVE SHREDDED Jl'-lOOD MULCH IN ACCCORDANCE Y'!ITH PLANS AND SPECIFICATIONS. 18. INSTALL ROOT CONTROL BARRIERS Y'!ITH TREES IN ACCORDANCE Y'!ITH THE CITY OF CARLSBAD LANDSCAPE MANUAL. ROOT BARRIERS SHALL BE PLACED ADJACENT, AND PARALLEL TO, THE EDGES OF HARDSCAPE IMPROVEMENTS (NOT CIRCLING TREE ROOT BALLS). IC!. IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL, AND ALL PLANTING AREAS SHALL BE COMPLETELY Y'!ATERED TO A DEPTH OF SIX (6) INCHES PRIOR TO START OF PLANTING Y'!ORK. CONTRACTOR SHALL COORDINATE LOCATION OF PLANTS Y'!ITH IRRIGATION PIPING AND EQUIPMENT. 20. PRIOR TO START OF PLANTING Y'!ORK, PLANTING AREAS SHALL BE FREE OF J/'-lEEDS AND SURFACE ROCKS, AND CONTRACTOR SHALL ESTABLISH FINISHED GRADES. AFTER COMPLETION OF PLANTING J/'-lORK, CONTRACTOR SHALL FINE GRADE ALL PLANTING AREAS AND REMOVE SURFACE ROCKS, CLODS AND DEBRIS. 21. CONTRACTOR SHALL APPLY PRE-EMERGENT HERBICIDE TO ALL PLANTING AREAS PRIOR TO SPREADING MULCH. HERBICIDES SHALL BE USED IN ACCORDANCE Y'!TH APPLICABLE RULES AND REGULATIONS. 22. EXISTING IRRIGATION AND PLANTING INDICATED ON PLANS TO REMAIN SHALL BE PROTECTED IN PLACE. IMPROVEMENTS THAT ARE REMOVED OR DAMAGED DURING GRADING/CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR. REPLACEMENT MATERIALS SHALL BE NEY'! AND APPROVED EQUIVALENT SIZE, TYPE, AND KIND AS ORIGINAL MATERIALS. SECTION NOT TO SCALE NOTE: ALSO SEE TREE STAKING> DETAIL 2~ 0 TREE OR SHRUB ROOTBALL 0 DIG HOLE 2X J/'IIDTH AND DEPTH OF ROOTBALL AND FILL l-"IITH l-"IATER AND ALLOJ/'l TO PERCOLATE INTO SUBSOIL. 0 FILL HOLE l-"IITH 6" DEPTH NATIVE BACKFILL ' MATERIAL. TAMP AND MOUND SLIGHTLY. 0 SET ROOT BALL IN HOLE SO THAT ROOT CROJ/'-lN IS I" ABOVE FINISH GRADE. ® REPLACE BACKFILL MATERIAL (PER SPECIFICATIONS) UP TO 2/3 THE HEIGHT OF THE ROOT BALL, TAMPING> AND SETTLING AROUND REMAINING 1/3 OF ROOT BALL. © CREATE IRRIGATION BASIN A MINIMUM OF 6" BEYOND SIDES OF ROOT BALL. G) IRRIGATE FROM TOP TO SETTLE BACKFILL AND BERM, FILLING BASIN. FINISH GRADE REAR OF PLANTING PITS ON SLOPES SHALL BE GRADED TO MAX 1:1. EROSION CONTROL FABRIC SHALL BE INSTALLED Y'!HILE PLANTS ESTABLISH. ®/\, ~T_r_e_e_/_S_h_ru_b_P_la_n_tin__:g::.,__ ____________ _ NOTTO SCALE SECTION NOT TO SCALE 0 0 ® 0 TREE PLANTED PER DETAIL ST AKE BELOJ/'-l CROJ/'IN OF TREE CORDED RUBBER TREE TIE -2 PER STAKE. SECURE J/'IITH I6d GALVANIZED NAIL 2" DIAMETER X 10' LONG LOD6EPOLE PINE STAKE (2 TOTAL) NOTE: ALSO SEE TREE/SHRUB PLANTING> DETAIL 0 0 PLAN VIEJ/'l NOT TO SCALE © Root Barrier ~-,..-.,,.:.:;., .·< ·.•: • ,;:,. rr,,~,rn,,,m,,i1T7~T7"'7':T7''7µ,~,nT-m == ~~~ - RFI I 'mll'frl-"'1TI'-rh-'n,.,,,.,., ELEVATION NOT TO SCALE 0 24" DEEP ROOT BARRIER 0 PAVED SURFACE 0 FINISH GRADE G)RoOT BALL ® TREE TRUNK NOTTO SCALE LANDSCAPE MAINTENANCE SCHEDULE, (MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE OJ/'INER) I. KEEP SITE FREE OF TRASH AND DEBRIS -ONCE/J/'IEEK 2. PRUNE DEAD BRANCHES/DEADHEAD FLOJl'lERS -ONCE/l-"IEEK 3. Jl'lEEDIN6, ERADICATING INVASIVE SPECIES -ONCE/J/'IEEK 4. REMOVE DEAD, DYING OR DISEASED VE6ETATION, AND REPLACE. REPLACEMENT OF DEAD VEGETATION SHALL BE IN KIND TO PRESERVE HYDROZONES -CONSTANT/ONGOING 5. INSPECT ALL AREAS TO GUARD AGAINST RUNOFF AND EROSION -CONSTANT/ONGOING 6. REPLENISH MULCH -ONCE/YEAR. 1. MAINTAIN RIGHT OF Jl'lAY AREA TO AVOID OBSTRUCTION OF MOTORIST'S VIEJ/'-l. 8. KEEP EXCESSIVE Jl'lATER AND ALL FERTILIZERS FROM NATIVE PLANTS TO ENSURE THE BEST CONDITIONS FOR THEIR SURVIVAL. For Planting Plan, See Sheet L-07 ®1---T_re_e_S_t_a_ki_.;ng~----------------\BJ NOT TO SCALE For Planting Legend & Notes, See Sheet L-08 For Planting Specifications, See Sheet L-10 ~OS~ DEVELOPERS NAME: HAMANN COMPANIES. INC. ,._,s-%;. -:-,\ ~ /i'f l1 <c,\ ~ ADDRESS: l QQQ EIQNEEB W},"f. EL CAJQN. CAUFQBNIA 92Q2Q ii! • cl 5'"'14 TELEPHONE: 619-440-7424 * * ~ ""~114~ "''f--. --·•,<,t: DATE PLAN PREPARED: 12/16/13 DA'fE INlllAL OF Cl>l-1.,0 ~ , Date: aacLJ! BY: CABQI CQBNELHJS. B L,A, ENGINEER OF WORK DATE: 10-28-13 DRAJ/'IN BY: CCF JOB NUMBER: 12001 FILE, COMM/ FAITH CHURCH REVISIONS: 12-18-13 1-13-14 ~~! .. -f 4~t/ ~ ,.. -ii§ .. CAROL CORN CA. R.L.A. #, 1 2044 ROYAL f LIUS 656 DAD 619-251-•r,z CC ORNE~ . 'RLA @GMAIL M 3-21-14, 4-11-14 Ee o,a□N, ~ ,oe, DA'fE INlllAL DATE INITIAL REVISION DESCRIPTION OlliER APPROVAL CITY APPROVAL APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 10 9 PLANNING DIVISION SHEETS PLANTING NOTES &: DETAILS FOR: Faith Community Church APPROVED ~) I Y: ~~_;:ft 0-~•l'f PLANNING DATE DRYll'I BY: CCF PROJECT NO. DRAWING NO. CHCKD BY:CCF SDP-12-05 479-BL LANDSCAPE FINISH GRADING AND PLANTING I. GENERAL THE GENERAL AND SPECIAL CONDITIONS OF THE CONTRACT APPLY TO THE HORK OF THIS SECTION AS THOUGH HRITTEN HEREIN. 2. SC.OPE OF HORK 2.1 FURNISH ALL LABOR MATERIALS, AND EQUIPMENT TO PROVIDE AND INSTALL SOIL PREPARATION, FINISH 6RADING, AND PLANTING AS DESCRIBED HEREIN AND UPON THE PLANS. 2.2 THE CONTRACTOR SHALL ADEGIUATELY PROTECT THE HORK, ADJACENT PROPERTY, AND THE PUBLIC., AND SHALL BE RESPONSIBLE FOR ANY DAMAGE, INJURY, AND LOSS DUE TO HIS AC.TS OR NEGLECT. 2.3 HORK NOT INCLUDED, ROU6H 6RADING AND DRAINAGE. 5. SAMPLES, TESTS, AND INSPECTIONS 3.1 THE SOURCE OF THE PLANT MATERIAL SHALL SE FURNISHED IF REGIUESTED SY THE LANDSCAPE ARCHITECT. 5.2 ANY SAMPLING, TESTING, OR INSPECTION COSTS OF MATERIALS ARE TO BE BORNE BY THE CONTRACTOR, AND COPIES OF INSPECTION CERTIFICATES, REGIUIRED BY LAH, SHALL BE FURNISHED TO THE OHNER HITHOUT CHARGE. 5.5 THE LANDSCAPE ARCHITECT MAY, AT THE OHNER'S REGIUEST, VISIT NURSERIES AND TA6 SPECIFIC. TREES FOR INSTALLATION. 4. MATERIALS PLANTS, 4.1 NOMENCLATURE, SEE PLANT MATERIALS LABELED ON LANDSC.APE PLANTING PLAN. 4.2 CONDITIONS, PLANTS SHALL BE SYMMETRIC.AL, TYPICAL FOR VARIETY AND SPECIES, SOUND, HEALTHY, Vl60ROUS, FREE FROM PLANT DISEASE, INSECT PESTS OR THEIR E66S, EXCESSIVE ABRASIONS OR OTHER OBJECTIONABLE DISFIGUREMENTS, AND SHALL HAVE HEAL THY, NORMAL ROOT SYSTEMS, HELL FILIN6 THEIR CONTAINERS, BUT NOT TO THE POINT OF BEIN6 ROOT BOUND. TREE TRUNKS SHALL BE STURDY AND HELL HARDENED-OFF. PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVERY EXCEPT AS AUTHORIZED BY THE LANDSC.APE ARCHITECT. IN NO CASE SHALL TREES BE TOPPED OR PRUNED BEFORE DELIVERY. PLANTS SHALL BE &ROHN IN NURSERIES HHICH HAVE BEEN INSPECTED BY THE STATE DEPARTMENT OF AGRICULTURE AND HAVE COMPLIED HITH ITS REGULATIONS. 4.5 IDENTIFICATION, PLANTS SHALL SE OF THE VARIETY AND SIZE REGIUIREMENTS HEREIN. ONE OF EACH BUNDLE OR LOT SHALL BE TAGGED HITH PLANT NAME IN ACCORDANCE HITH RECOMMENDATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. 4.4 SUBSTITUTIONS, SUBSTITUTIONS FOR THE INDICATED PLANT MATERIALS MAY BE PERMITTED, PROVIDED THE SUBSTITUTE MATERIALS ARE APPROVED IN ADVANCE BY THE LANDSCAPE ARCHITECT AND CITY LANDSC.APE INSPECTOR AND THE SUBSTITUTIONS ARE MADE AT NO ADDITIONAL COST TO THE OHNER. EXCEPT FOR THE VARIATIONS 50 AUTHORIZED, ALL SUBSTITUTE PLANT MATERIALS SHALL CONFORM TO THE REGIUIREMENTS OF THESE SPECIFICATIONS. IF ACCEPTED SUBSTITUTE MATERIALS ARE OF LESS VALUE THAN THOSE INDICATE OR SPECIFIED, THE CONTRACT PRICE HILL BE ADJUSTED IN AC.C.ORDANC.E HITH THE PROVISIONS OF THE CONTRACT. 4.5 PLANT INSPECTION AND REJECTION, ROOT CONDITION OF PLANTS HILL BE DETERMINED BY THE LANDSC.APE ARCHITECT THROU6H THE REMOVAL OF EARTH FROM THE ROOTS OF AT LEAST THO PLANTS BUT NOT MORE THAN 2% OF THE TOT AL NUMBER OF SPECIES FROM EACH SOURCE. 5. MATERIALS 5.1 SOIL AMENDMENTS, ALL AREAS TO BE PLANTED AND IRRIGATED HHIC.H ARE LESS THAN 5,1 IN SLOPE ASPECT SHALL RECEIVE SOIL AMENDMENTS, UNLESS OTHER.HISE NOTED. THE FOLLOHIN6 SOIL AMENDMENTS ARE TO BE USED AS THE BASIS FOR BIDS. ONCE ALL SITE IMPROVEMENTS ARE IN PLACE AND APPROXIMATE FINISH GRADES ESTABLISHED, THE CONTRACTOR SHALL FURNISH TO THE OHNER A SOILS REPORT MADE FROM THE SURFACE AND SUBSURFACE (le," BELOH 6RADE) SOIL BY SOILS AND PLANT LABORATORY, P.O. BOX 11144, SANTA ANA, CALIFORNIA "12111; (114) 55e,-e,533_ THE REPORT SHALL INCLUDE PH, N.P.K., SAR, EC.E, BORON LEVELS, AND SOIL PARTICLE EVALUATION. LANDSC.APE ARCHITECT SHALL REVIEH THIS REPORT PRIOR TO COMMENCEMENT OF SOIL PREPARATION OR PLANTIN6. GENERAL SOIL PREPARATION, AMOUNT PER 1,000 SGIUARE FEET, A. NITROGEN STABILIZED OR6ANIC, AMENDMENT, 5 C.Y. YDS., DERIVED FROM COMPOSED REDHOOD SHAVIN65 OR FINELY 6ROUND FIR OR REDHOOD BARK. SHALL CONTAIN A MINIMUM 0.5% AVAILABLE NITR06EN. El. 200 LBS. 6RO-POHER PLUS (SO. C.AL. ORGANIC. FERTILIZER COMPANY). C.. 200 LBS. A6RIC.UL TURAL 6YPSUM. D. 10 LBS. SOIL SULFUR. 5.1.1 BACKFILL MIX, A. 6 PARTS BY VOLUME ON-SITE SOIL B. 4 PARTS BY VOLUME ORGANIC. AMENDMENT PER ABOVE. C,, 10 LBS. GRO-POHER PLUS PER C.U. YD. OF MIX. D. 2 LBS. IRON SULFATE PER C.U. YD. OF MIX. E. 10 LBS. A6RIC.UL TURAL GYPSUM PER C.U. YD. OF MIX. 5.1.2 A COPY OF DELIVERY SLIPS ON ALL MATERIALS USED ON THE PROJECT SHALL BE DELIVERED TO THE OHNER. 5.1.3 SUBSTITUTIONS HILL NOT BE PERMITTED EXCEPT HHEN PROOF 15 SUBMITTED · THAT ANY MATERIAL SPECIFIED IS NOT OBTAINABLE. ALL SUBSTITUTIONS ARE SUBJECT TO REVIEH BY THE OHNER 5.2 TREE STAKES, TREE STAKES SHALL BE 2, IN DIAMETER BY 10' LON6 NEH PINE LOD6E POLES UNLESS OTHER.HISE NOTED. 5.5 TIES, 5.3.1 PER PLANTING DETAIL. 5.4 IMPORT SOIL OR TOPSOIL, 5.4.I NATURAL FRIABLE SOIL POSSESSING THE SAME C.HARAC.TERISTIC.5 OF THE EXISTIN6 SITE SOIL. PROVIDE SOIL FREE FROM SUBSOIL, BRUSH, OBJECTIONABLE HEEDS, ROCKS, OR6ANIC. OR INORGANIC. DEBRIS, AND CLAY. THE SOIL SHALL BE FREE OF ANY TOXIC. SUBSTANCES, OR<SANIC. OR INOR6ANIC., SOIL STERILANTS, SALTS; AND NO SOIL REMOVED FROM ROAD BED EXCAVATIONS. 5.4.2 THE CONTRACTOR SHALL FURNISH UPON THE REGIUEST OF THE LANDSC.APE ARCHITECT A SOILS REPORT MADE FROM THE INTENDED IMPORT BY SOIL AND PLANT LABORATORY. SEE SECTION 5-A OF THESE SPEC.IFIC.ATIONS. THE REPORT SHALL INCLUDE PH, N.P.K. SAR, EC.E, BORON LEVELS, AND SOIL PARTICLE EVALUATION. ANY SOILS IMPORTED TO SITE AND FOUND TO BE UNSUITABLE BY THE LANDSCAPE ARCHITECT SHALL BE REMOVED FROM THE SITE AND REPLACED HITH AN APPROVED SOIL AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL PAY ALL EXPENSES FOR SOIL TESTING OF IMPORT MATERIALS. 6. INSTALLATION 6.1 SCHEDULIN6, PLANTING SHALL NOT COMMENCE UNTIL COMPLETION OF ALL CONSTRUCTION HORK, 6RADIN6, SOIL PREPARATION, HEED CONTROL AND SPRINKLER INSTALLATION. ALL CONTAINER STOCK SHALL SE SPOTTED ON-SITE BY THE CONTRACTOR PER PLANS PRIOR TO PLANTING. PLANT PITS SHALL NOT BE EXCAVATED UNTIL THE REVIEH OF PLANT LOCATIONS BY THE LANDSC.APE ARCHITECT. 6.2 SOIL PREPARATION, 6.2.I IRRl6ATE SITE NORMALLY FOR THO HEEKS TO 6ERMINATE HEEDS. APPLY CONTACT HERBICIDE PER MANUFACTURER REPEAT PROCESS IF REGIUIRED BY LANDSCAPE ARCHITECT. 6.2.2 APPLY SOIL AMENDMENTS AS SPECIFIED, EVENLY AND AT THE SPECIFIED APPLICATION RATES. 6.2.5 ROTOTILL TOP 6" OF SOIL TO A LOOSE AND FRIABLE CONSISTENCY. 6.2.4 FINISH GRADE TO CONTOURS AND SPOT ELEVATIONS SHOHN ON PLANS. 6.2.5 AT TIME OF PLANTING, ALL AREAS TO BE PLANTED OR SEEDED SHALL BE FREE OF STONES, STUMPS, ROOTS OR OTHER DELETERIOUS MATTER I" IN DIAMETER OR LAR<SER AND SHALL BE FREE FROM ALL HIRE, PLASTER, OR SIMILAR OBJECTS THAT HOULD BE HINDRANCE TO PLANTING OR MAINTENANCE. 6.2.6 SLOPES STEEPER THAN 5, I SHALL BE RAKED SMOOTH, BUT SHALL NOT RECEIVE SOIL AMENDMENTS (EXCEPT IN PLANT PITS, IF ANY); UNLESS SPECIFIED ON THE PLANS. 6.5 LANDSC.APE FINISH GRADING, 6.3.1 FINISH 6RADIN6 AFTER SOIL PREPARATION SHALL ESTABLISH FINAL FLOH LINES AND 6RADIENTS FOR UNIFORM HATER DRAINA6E. FLOHLINES AND GRADIENTS SHALL BE ESTABLISHED FROM THE HIGH POINT TO THE DRAINAGE OUTLET OR AN INLET STRUCTURE 6.5.2 FINISH GRADE FOR ALL LAHN AREAS SHALL BE I" SELOH SIDEHALKS AND CURBS, EXCEPT AT LOCATIONS THAT DRAINA6E HATER HILL FLOH ONTO OR AC.ROSS HARDSC.APE, CURBS OR PAVIN6. AT THESE CONDITIONS, THE GRADE SHALL BE FLUSH OR NOT MORE THAN 1/4" BELOH HARDSC.APING. FINISHED GRADES SHALL BE OF UNIFORM SLOPE AND GRADE BETHEEN POINTS OF FIXED ELEVATIONS OR ELEVATION CONTROLS, AND FROM SUCH POINTS ESTABLISH GRADES. 6.5.5 ALL FINISH GRADES SHALL BE FLOATED TO ASSURE A UNIFORM SURFACE HITHOUT IRREGULAR DIPS OR RIDGES. ALL TURF AREAS SHALL BE FLOATED HITH A MINIMUM 4' HIDE FLOAT AND GRADED AHAY FROM THE ESTABLISHED FLOHLINE. ROLL ALL PROPOSED TURF AREAS AND REFLOAT TO ELIMINATE DEPRESSIONS. 6.5.4 CONTRACTOR SHALL BE RESPONSIBLE FOR BRINGING ALL PLANTING AREAS TO FINISH 6RADE AFTER SOIL PREPARATION HHIC.H SHALL BE I" BELOH PAVIN6 AND CURBS OR AS NOTED BY SPOT ELEVATIONS. SPECIAL ATTENTION SHALL BE GIVEN TO MAINTAINING CONTINUOUS AND EVEN FLOHLINES, AND DRAINAGE Al"IAY FROM STRUCTURES, TO DRAIN INLET OR OUTLETS. GRADES SHALL BE ESTABLISHED TO DRAIN ALL HATER Al"IAY FROM STRUCTURES BEHIND HALLS. r'IHEN DRAINA6E 15 DIFFIC.UL T TO ACHIEVE, THE CONTRACTOR SHALL NOTIFY THE LANDSC.APE ARCHITECT AND REQUEST A SOLUTION BEFORE CONTINUING. GRADE IN SHRUB AREAS SHALL BE ESTABLISHED PRIOR TO PLANTIN6 TO ENSURE PROPER FINAL PLANTING HEIGHTS. 6.5.5 ALL FILL AREAS AND CONSTRUCTED BERMS OR MOUNDS SHALL BE COMPACTED IN EVEN LEVELS TO A MAXIMUM COMPACTION OF eo%. 6.4 SPACING, HHEN PLANT MATERIAL 15 SPACED IN ROHS, THE TOTAL DIMENSION SHALL BE VERIFIED AND THE PLANTS EGIUALL Y SPACED HITHIN THE DE5I6NATED AREA. HHEN PLANT MATERIAL IS SHOHN IN A LOOSE PATTERN, THE CONTRACTOR SHALL SPACE THE MATERIAL AS SHOHN ON PLANS OR AS DIRECTED BY LANDSCAPE ARCHITECT. GROUND COVER MATERIAL SHALL BE TRIAN6ULARLY SPACED PER DIMENSIONS INDICTED ON PLANS (HHERE APPLICABLE). 6.5 PLANT PITS, PLANT PITS SHALL BE DU6 HITH LEVEL BOTTOMS HITH HIDTHS AND DEPTHS AS SHOHN IN DETAIL DRAHINGS. PITS FOR TREES SHALL BE DUG SGIUARE. FILL PITS HITH HATER AND ALLOH TO DRAIN OUT. PLANT HOLES DU6 BY AU6ER METHOD HILL BE ACCEPTABLE, BUT SHALL HAVE SIDE HALL ROUGHENED OR SGIUARED HITH A SHOVEL. SLICK PIT HALLS CAUSED BY AU6ERIN6 IN TOO HET SOIL HILL NOT BE ACCEPTED FOR PLANTIN6. 6.6 REMOVAL FROM PLASTIC CONTAINERS, ALL CONTAINER STOCK SHALL BE REMOVED FROM CONTAINER IN SUCH A HAY AS TO NOT DISTURB THE ROOT BALL. TAP CONTAINER AROUND ALL SIDES AND BOTTOM TO LOOSEN SOIL FROM CONTAINER. TURN CONTAINER UPSIDE DOHN AND CAREFULLY SLIDE OUT HITHOUT PULLIN6 ON THE PLANT STEM OR TRUNK. ROOT BALL SHALL BE SUFFICIENTLY MOIST TO PREVENT DISTURBANCE OF ROOTS UPON REMOVAL OF THE CONTAINER. 6.1 HANDLING, NO PLANT MATERIAL SHALL BE PLANTED IF THE SALL 15 BROKEN OR CRACKED EITHER BEFORE OR DURING THE PROCESS OF PLANTING. 6.e, SETTING, PLANTS SHALL BEAR SAME RELATION TO SOIL LEVEL HHEN PLANTED AS THEY DID r'IHEN IN CONTAINER EACH PLANT SHALL BE PLACED IN CENTER OF PLANT PIT. NO PLANTIN6 SHALL OCCUR DURIN6 HEATHER CONDITIONS HHICH ADVERSELY AFFECT PLANT MATERIAL OR r'IHEN SOIL 15 IN A MUDDY CONDITION. 6."I PIT BACKFILL PROCEDURE, 6."1.1 PLACE AGRIFORM 21 GRAM PLANT TABLETS IN BOTTOM OF PLANT PITS, ADHERING TO THE PLANTING NOTES. 6."1.2 BACKFILL PIT HITH BACKrlLL MIX HALr-HAY TO rlNISH 6RADE AND HATER THOROUGHLY. 6."1.5 BACKFILL TO rlNISH GRADE. BACKFILL MIX SHALL BE TAMPED FIRM, AND A SHALLOr'-1 BASIN FORMED AT PERIMETER OF PLANT PIT TO HOLD ENOUGH HATER TO SATURATE THE ROOT BALL AND BACKFILL MIX. 6."1.4 HATER IMMEDIATELY TO SATURATE ENTIRE ROOT BALL AND BACKFILL. 6."1.5 REMOVE HATERING BASINS PRIOR TO HYDR05EEDIN6 (IN LAHN AREAS ONLY). 6.10 TREE STAKING, STAKE ALL TREES AS SHOHN IN DETAILS. DRIVE STAKES INTO FIRM SOIL NEXT TO ROOT BALL AND BACKFILL HITH PREPARED SOIL MIX. TREE AND STAKES SHALL BE VERTICAL IN ALL GASES. ONE 6ALLON AND LINER TREES SHALL BE PLANTED HITH STAKE REMOVED, UNLESS OTHER.HISE DIRECTED. 6.11 FLATTED GROUND COVER, 6.11.1 ROOTED CUTTINGS SHALL BE PLANTED SUFFICIENTLY DEEP TO GOVER ALL ROOTS AND SPACED AS SPECIFIED ON LANDSCAPE PLAN. 6.11.2 6ROUND COVER PLANTS (ROOTED CUTTIN6S) SHALL HAVE BEEN GROHN IN FLATS AND SHALL REMAIN IN THOSE FLATS UNTIL TIME FOR TRANSPLANTING. AT TIME OF TRANSPLANTING, THE rLAT SOIL SHALL CONTAIN SUFrlC.IENT MOISTURE 50 THAT THE SOIL DOES NOT FALL APART HHEN LIFTIN& PLANTS FROM FLAT. EACH PLANT SHALL BE PLANTED r'IITH ITS PROPORTIONATE AMOUNT OF THE FLAT SOIL IN A MANNER THAT HILL ENSURE A MINIMUM OF DISTURBANCE TO THE ROOT SYSTEM. 6.11.9 ROOTED CUTTINGS SHALL NOT BE ALLOHED TO DRY OUT BEFORE OR HHILE BEING PLANTED. r'IIL TED PLANTS SHALL NOT BE ACCEPTED. 6.11.4 AT TIME OF PLANTING ALL GROUND COVER PLANTS, THE EARTH AROUND EACH PLANT SHALL BE FIRMED SUFFICIENTLY TO FORCE OUT ALL AIR POCKETS. 6.11.5 EACH 6ROUND COVER PLANT SHALL BE PLANTED HITH A MINIMUM OF ONE 5 6RAM 20-15-5 PLANT TABLET ADJACENT TO ROOT ZONE. 6.12 MULCHING, HHEN PLANTIN6 OPERATIONS ARE COMPLETE AND SHRLIB AREAS HAVE BEEN RAKED AND DRESSED, MULCH ALL SHRUB AND TREE HATERING BASINS HITH A I" LAYER OF GROUND FIR BARK (0 -1/4" SIZE). DO NOT MULCH PLANTED 6ROUND COVER AREAS PRIOR TO PLANTIN6 GROUND COVER OR HYDROSEEDIN6. DO NOT MULCH TREES IN TURF AREAS. 6.13 GIUANTITIES, IN ALL GASES, GIUANTITIES OF PLANT MATERIAL SHALL BE FURNISHED AS NEEDED TO COMPLETE HORK AS INDICATED ON DRAHINGS, INCLUDING RESEEDING, REDRESSING, AND MAINTENANCE (REPLACEMENTS) DURING THE CONTRACT PERIOD. 6.14 PROTECTION, THE CONTRACTOR SHALL CAREFULLY AND CONTINUOUSLY PROTECT ALL AREAS INCLUDED IN THE CONTRACT, INCLUDING LAHN AREAS, PLANT MATERIALS, SUPPORTERS, ETC., UNTIL FINAL ACCEPTANCE OF THE HORK BY THE OHNER OR HIS REPRESENTATIVE. 6.15 CLEAN-UP, AFTER ALL PLANTING OPERATIONS ARE COMPLETED, CONTRACTOR SHALL REMOVE ALL TRASH, EXCESS SOIL, EMPTY PLANT CONTAINERS, OR OTHER ACCUMULATED DEBRIS FROM THE SITE AT NO EXTRA COST TO OHNER CONTRACTOR SHALL REPAIR ALL SC.ARS, RUTS, OR MARS IN AREA CAUSED BY HORK OPERATIONS. AREAS SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. 6.16 INSPECTIONS (PLANTING PHASE), 6.16.1 CONTRACTOR SHALL GIVE FORTY-EIGHT HOURS NOTICE AND SET APPOINTMENT FOR ALL REVIEHS BY THE CITY LANDSC.APE ARCHITECT. 6.16.2 OMIT 6.I6.B REVIEH SHALL BE CALLED FOR AT END OF ALL PLANTING OPERATIONS FOR THE PURPOSE OF DETERMINING COMPLIANCE HITH PLANS AND SPECIFICATIONS, INTENT, HORKMANSHIP, AND GLEAN-UP. CONTRACTOR SHALL SECURE HRITTEN VERIFICATION OF REVIEH DATA, ANY CORRECTIONS REGIUIRED TO HORK, AND LIMITS OF REVIEHED AREAS BEFORE BEGINNIN6 THE DESC.RIBED ESTABLISHED HORI<.. 6.16.4 IN THE EVENT THE CONTRACTOR REQUESTS INSPECTION OF HORK, AND SAID HORK 15 SUBSTANTIALLY INCOMPLETE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OHNER'S COSTS. 6.11 PROTEC.TING TREES IN PLACE, 6.I1.I ALL EXISTING TREES ON SITE SHALL BE PROTECTED IN PLACE BY THE CONTRACTOR 6.11.2 CONSTRUCTION FENCES SHALL BE ERECTED AROUND THE THE TRUNK OF ALL EXISTING TREES, ONE FOOT OF SPACE FROM THE TRUNK FOR EACH INCH OF TRUNK DIAMETER 6.11.5 SOD STRIPPING SHALL OCCUR ONLY IN THE TOP 2-5 INC.HES OF SOIL, EXCEPT IN AREAS HHERE LARGE ROOTS OCCUR. IN THESE AREAS, SOD SHALL BE HAND DU6, AND LARGE ROOTS SHALL NOT BE DISTURBED. 6.11.4 FENCED AREA SHALL REMAIN CLEAR OF BUILDING MATERIALS, HASTE AND EXCESS SOIL. NO Dl6GIN6, TRENCHING OR OTHER SOIL DISTURBANCE SHALL BE ALLOHED IN THE FENCED AREA. 6.11.5 NO STORAGE OR CEMENT HASH OUTS HILL OCCUR NEAR THE PROTECTED TREES. 6.11.6 6RADE CHAN6E5 OF ANY KIND HILL NOT BE ALLOHED NEAR PROTECTED TREES 6.11.1 CONTRACTOR SHALL REPLACE IN KIND ANY TREES DAMAGED DURING CONSTRUCTION PROCESSES. REPLACEMENT SHALL BE 4e," BOX SIZE AT THE RATIO OF 2,1 6.11.e, IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO SEE THAT THE TREES IN CONSTRUCTION AREA SHALL BE HATERED AND FERTILIZED ON THE SAME SCHEDULE AS TREES IN SURROUNDING PROJECTS. 6.11."f ROTOTILLIN6 15 NOT PERMITTED HITHIN THE DRIP LINE OF THE PROTEC.TED TREES. 6.11.10 IF IRRIGATION PROCESSES NECESSITATE PIPING HITHIN THE ROOT ZONE OF THE PROTEC.TED TREES, PIPES SHALL BE TUNNELED UNDER ROOTS, RATHER THAN ACROSS THE ROOTS. 6.11.11 NO ROOTS LAR6ER THAN I" THICK SHALL BE CUT 6.11.12 SOIL SURROUNDING THE PROTEC.TED TREES SHALL NOT BE COMPACTED BY FOOT OR VEHICLE TRAFFIC, HEAVY EQUIPMENT, OR STORAGE OF CONSTRUCTION EGIUIPMENT OF ANY KIND. 6.18 GUARANTEE, 6.18.1 ALL SHRUBS, GROUND COVERS, AND LAHN AREAS SHALL SE GUARANTEED AS TO 6ROHTH AND HEAL TH OF A PERIOD OF NINETY DAYS AFTER FINAL ACCEPTANCE BY THE Or'INER OR HIS REPRESENTATIVE; ALL TREES SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR 6.18.2 PLANTS HHICH DIE OR LOSE MORE THAN 30% OF THEIR ORIGINAL LEAVES SHALL BE REPLACED UNDER THIS SECTION. 6.18.3 THE CONTRACTOR, r'IITHIN FOURTEEN DAYS OF HRITTEN NOTIFICATION BY OHNER, SHALL REMOVE AND REPLACE ALL 6UARANTEED PLANT MATERIALS HHICH FOR ANY REASON FAIL TO MEET THE REQUIREMENTS OF THE GUARANTEE. ALL PLANT MATERIAL REPLACED SHALL SE 6UARANTEED FOR THE ORIGINAL PERIOD, STARTING FROM THE DATE OF REPLACEMENT. 6.1"1 ESTABLISHMENT PERIOD, 6.I"1.I CONTRACTOR SHALL GONTINUOUSL Y MAINTAIN ALL AREAS INCLUDED IN THE CONTRACT DURING THE PROGRESS OF THE HORK, THROU6H THE ESTABLISHMENT PERIOD, AND UNTIL FINAL ACCEPTANCE OF THE HORK. 6.1"1.2 THE ENTIRE PROJECT SHALL BE MAINTAINED IN A SATISFACTORY CONDITION FOR A PERIOD OF NINETY CALENDAR DAYS, COMMENCING FROM THE TIME ALL ITEMS OF IRRIGATION AND LANDSCAPE PLANTING HORK HAVE BEEN COMPLETED AS SPECIFIED IN THE FORE60IN6 ARTICLES OF THESE SPECIAL PROVISIONS TO THE SATISFACTION OF THE LANDSC.APE ARCHITECT, AND UPON THOROU6H 6ERMINATION OF THE HYDROSEED AREAS AS DETERMINED BY THE LANDSC.APE ARCHITECT. 6.1"1.5 ESTABLISHMENT HORK INCLUDES ALL MOl"IING, HATERIN6, HEEDIN6, RESEEDING, MULCHIN6, CULTIVATIN6, SPRAYING, AND TRIMMIN6 NECESSARY TO BRING THE PLANTED AREAS TO A HEAL THY GROl"IING CONDITION, AND ANY ADDITIONAL r'!ORK NEEDED TO KEEP THE AREAS NEAT, EDGED, AND ATTRACTIVE. 6.1"1.4 -6.1"1.8 NOT USED 6.I"1."I ANY DAY THE CONTRACTOR FAILS TO ADEQUATELY HATER, REPLACE UNSUITABLE PLANTS, HEEDS, AND OTHER HORK DETERMINED TO BE NECESSARY BY THE Or'INER, HILL NOT BE CREDITED AS PART OF THE ESTABLISHMENT PERIOD. 6.l"f.I0 DURING THE ESTABLISHMENT PERIOD, ANY PLANT INDIGATIN6 HEAKNE55 OR PROBABILITY OF DYIN6, SHALL BE REPLACED BY THE CONTRACTOR AT HIS OHN EXPENSE. 6.l"l.II ALL BASINS AROUND SHRUBS AND TREES SHALL BE MAINTAINED AT A FOUR INCH DEPTH THROUGHOUT ESTABLISHMENT PERIOD, UNLESS OTHER.HISE INSTRUCTED BY THE Or'INER OR HIS REPRESENTATIVE. 6.l"l.I2 TREE STAKES HHIGH FOR ANY REASON ARE DAMAGED OR RENDERED INADEGIUATE FOR SUPPORT SHALL BE REPAIRED AND RESTORED TO THEIR ORIGINAL CONDITION. 6.1"1.19 CONSTANT DILIGENCE SHALL BE MAINTAINED TO DETECT THE PRESENCE OF DISEASE, INSECTS, AND/OR RODENT INFESTATIONS AND PROPER PREVENTATIVE OR CONTROL MEASURES TAKEN. 6.l"l.I4 ALL SHRUBS AND TREES SHALL BE MAINTAINED IN THEIR NATURAL SHAPES. TALL OR SC.RA66LY BRANCHES SHALL BE THINNED OUT HHERE NECESSARY. IN NO GASE SHALL TREES OR SHRLIBS BE TRIMMED BY HEADING OR SHEARING. ANY PLANTS SEVERELY PRUNED IN THIS MANNER SHALL BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE. 6.l"l.I5 ON THE 45TH DAY OF THE ESTABLISHMENT PERIOD, ALL LAHN AREAS SHALL RECEIVE TOP DRES5IN6 OF 6 POUNDS OF I6-6-e, COMMERCIAL FERTILIZER PER 1,000 SGI. FT. DATT:, DRA~N BY: JOB NUHBER, 10-28-13 C,C,f 12001 FILE, COMM/ FAITH CHURCH REVISIONS, 12-18-13 1-13-14 6.l"l.I6 ON THE 80TH DAY OF THE ESTABLISHMENT PERIOD, ALL GROUND COVER AREAS SHALL RECEIVE TOP DRESSING OF 6 POUNDS OF 16-6-8 COMMERCIAL FERTILIZER PER 1,000 SGI. FT. 6.l"l.I1 AT COMPLETION OF ESTABLISHMENT PERIOD, ALL AREAS INCLUDED IN THE CONTRACT SHALL SE SUBSTANTIALLY CLEAN AND FREE OF DEBRIS AND HEEDS. ALL PLANT MATERIALS SHALL BE ALIVE, HEALTHY AND FREE OF INFESTATIONS. 6.1"1.18 ANY EROSION OR SLIPPAGE OF SOIL CAUSED BY HATERING SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. 6.I"1.l"f ALL HALKS, CURBS, AND GUTTERS SHALL BE KEPT CLEAR OF DEBRIS, MUD, DUST, AND STANDING HATER BY SHEEPING, MOPPING, OR H05ING DOHN A5 REGIUIRED TO MAINTAIN CLEANLINE55 THROU6HOUT. 6.20 HRITTEN NOTICE: AT THE END OF SPECIFIED ESTABLISHMENT PERIOD, THE CONTRACTOR SHALL REQUEST FINAL INSPECTION BY LANDSCAPE ARCHITECT FOR FINAL ACCEPTANCE. ALL ITEM5 OF MAINTENANCE ESTABLISHMENT PERIOD AND SPECIFICATIONS ARE SUBJECT TO FINAL APPROVAL BY THE OHNER. AFTER FINAL ACCEPTANCE IS &RANTED, CONTRACTOR SHALL PRESENT r'IRITTEN NOTICE TO THE OHNER THAT HE HAS COMPLETED THE REGIUIRED MAINTENANCE, AND THAT ANY FURTHER MAINTENANCE HILL BE THE RESPONSIBILITY OF THE OHNER END OF SECTION For Planting Plan, See Sheet L-07 For Planting Legend & Notes, See Sheet L-08 For Planting Notes & Details, See Sheet L-09 CAROL CORNI LIUS CA. R.L.A. #• 656 1 2044 R □YAL I DAD EL CA.JON, CA. j\ 2021 6 1 9-2 S_l _-)f' ~ 2 CCDRNE~J' ~LA APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA CARLSBAD MUNICIPAL WATER DISTRICT 3-21-14, 4-11-14 @GMAI~ M SHEET CITY OF CARLSBAD 10 DEVELOPERS NAME: HAMANN COMPANIES INC. ADDRESS: 1000 PIONEER WAY EL CAJON, CALJFORNJA 92020 TELEPHONE: 619-440-7424 DATE PLAN PREPARED: ~12,../_.1"'"6~(1=3~------ BY: CAROL CORNELIUS, R,L.A, DAlE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DAlE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL 10 PLANNING DIV1S10N SHEETS PLANTING SPECIFICATIONS FOR: Faith Community Church APPROVED M l:r-§\...;:ft Co·S-lf PLANNING DATE DR~ BY: CCF PROJECT NO. DRAWlNG NO. CHCKD BY:CCF SDP-12-05 479-BL