Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
DWG 353-1L; PD 464; EXTRACTS PLUS; 01-08
r--.. (J) er, 0 I') .. I') 0 oJ (\J C 0 ::E: u I- I (/) / (/) l-o <( 0::: I-x w / (/) 0 y' / 0 <( 0 <( / 0 GENERAL NOTES RECLAIMED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" DATED OCTOBER, 1993, 2. DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY OF RECLAIMED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECLAIMED WATIER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICINIC TABLES, BBQ'S, PLAYGROUND EQUIPMENT, SAND TOT LOTS, ETC. 3. BEST MANGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUNOFF, OVERSPRAY, AND MISTING. 4. 5. 6. 7. HOSE BIBBS ARE STRICTLY PROHIBITED. ON-SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. THE IRRIGATION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10: 00 P.M. AND 6: 00 A.M. THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME) WITH QUALIFIED SUPERVISION PERSONNEL ON SITE. 9. PROVIDE A MINIMUM OF AT LEAST 1 B INCHES OF COVER OVER ALL WIRING AND PIPING. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECLAIMED WATER WHETHER BY WINDBLOWN SPRAY OR DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER-SPRAYING ON SIDEWALKS, STREET, AND NON-DESIGNATED USE AREAS. 12. RECLAIMED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR USE ON RECLAIMED WATER DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES) PER MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTIRICT. 14. ALL IRRIGATION PIPE SHALL BE STENCILED WITH THE WARNING "NON-POTABLE WATER" OR "RECLAIMED WATER", COLOR CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTATED TOWARD THE TOP OF THE TRENCH PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ALL POTABLE WATER AND RECLAIMED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 16. WHEN A POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS, THE RECLAIMED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECLAIMED LINE. 18. A MINIMUM' OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. * 19. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIROMENTAL HEAL TH SERVICES PRIOR TO ANY USE OF RECLAIMED WATER. 20. QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: RECLAIMED WATER-QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL HAVE ACME TYPE THREADS (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES) AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO THE VALVE. QUCIK COUPLING VALVES SHALL BE NELSON NO. 7645, HUNTER HV100A-RL-NP OR APPROVED EQUAL. 21. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. *22. DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS "DO NOT DRINK" ON THESE PLANS. *23. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECLAIMED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH AND CARLSBAD MUNICIPAL WATER DISTRICT. * IN CASE OF EMERGENCY CONTACT BILL ROBERTS AT (619) 431-8324 OR AFTER HOURS CONTACT BILL ROBERTS AT (619) 431-8324 --~~~~~~-- 24. ON RECLAIMED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES ETC.) SHALL BE COLORED CODED PURPLE PER AWWA GUIDELINES AND SECTION 4049.54 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. 25. SHOW ALL PUBLIC & PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS. ITEMS NOS. 8, 19 & 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECLAIMED WATER. ITEM NO. 22 THE SIGNAGE PLAN SHALL BE PART OF THIS IMPROVEMENT PLAN THE BUT ACTUAL SIGNS & TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF RECLAIMED WATER. r BLACK LOGO ;-: PURPLE BACKROUND ,,.---1" BLACK LETTER RECLAIMED WATER SYSTEM (PRIVATE) EXT~ACTO ~~uo SHEET TITLE SHEET NUMBER {_ ;~ TITLE SHEET / RECLAIMED WATER PLAN I 1 / ~ 1 f--lR_R_I G-A-T-IO-N---'PL'-A-N-L-EG_E_N_D_&_N_OT_E_S----+-2------1 /; / PLANTING PLAN LEGEND & NOTES 3 1 IRRIGATION SPECIFICATIONS 4 """':;;;;;;;;~P IRRIGATION SPECIFICATIONS e, LOT 95, CARLSBAD RESEARCH CENTER PLANTING SPECIFICATIONS b PLANTING SPECIFICATIONS & DETAILS 7 IRRIGATION DETAILS 0 SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. GUIDELINES FOR RECLAIMED WATER USE 1. 2, IRRIGATE BETWEEN THE HOURS OF 10: 00 P.M. AND 6: 00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MIUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. -¥ ~,\, IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. -~,.Q:'_fY, 3. 4. 5. 6. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. ,.,- TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL .co/_ · . I\) INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE '.e.&.;~·'.Ji<Jf/::! EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING {.=,:j . -:ci'1 /i!l THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES ..1,{lh P._~, THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). /if:_ LJ''./...~1 -ci' -<" ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE Q#,'V.,&,;1 CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND v.._,-f?' LOTS, AND STREETS AND SIDEWALKS. <flc;J. , 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. EDUCATE ALL MAINTENANCE PERSONNEL, ON A CONTINUOUS BASIS, OF THE PRESENCE OF RECLAIMED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED THAT RECLAIMED WATER IS FOR IRRIGATION PURPOSES ONLY AND IS NOT APPROVE0 FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THAT THIS INFORMTATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR THAT, WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO,AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. 9. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3"x 4•, PURPLE IN COLOR~ WITH THE WORDS "WARNING RECLAIMED WATER -DO NOT DRINK IMPRINTED ON ONE SIDE, AND "AVISO -AGUA IMPURA-NO TOMAR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISED OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 8. 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP ..QB 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 RECLAIMED WATER SPRINKLER HEADS. I • I ...J. --< : '~ I I I I I I NOTIE, l-!05'1! DOIJ.N Cf' PAi.!<:ING LOT, GAReAGI: DUMFSTl:R&, ETC, WIT!-! RECLAIMED WATER 15 NOT l"EF<HITTl=D LIMIT OF FUTUFeS FeCLAIMED ~• PYC ""-TER MA1N ? I -1; SLl:l:VE f'eSQ'D 11 il"'_zF< FeCLAIMED LLIA Tl:F< us11 :1_,./ f N1 I' LLI TEI'< NOTES .. '{ t + - I I I I I I I I I ~-=--..1 • CJ,~ I 2/Zl' LLIATER LINE 1:A51:Ml:NT ·~ .· <tN~ -__:_1 ------..... SLEEVE Rl:Q'D FEF< IF<F<lc,,A TION FLAN -- ------------i:;:=::..,__j __ _ --.Ml I---;) IRRIGATION LEGEND '---; 6:,:MBOL MAKE. MODEL • MANUFACTURER ...., ~IN6IF<D CONTROL ZONI: KIT xcz-e;ii;; 1,o.!JTJ..+ xav-/----1 ~ "15, BALL VALVE, RBY-015>-2""MX FILTER, 15- DVX l'cl:MOTE CONTROL vALvE, P5I-L3"X PRE5- I SURE REOOLATOR IN PllrtFLE PLASTIC VALVE BOX __ _, ~ KBI -LT-S""•T PVC BALL vALvE -LINE 5IZE,,---" • .,-11 J -----t-'~-----j () NELSON .-,e,45 QUICK COUPLING VALVE WITe-1 l-:1""--:--,r FURPLE CAP. PROVIDE OWNER WJTJ..+ KEY5 fm FE!3CO 625Y -!3V REDUCED PRESSURE BACKF FREvENTER WITe-1 WILKINS S"rzl PRESSURI: REC.ULATOF<: !Bl EXI5TINC. DOMESTIC WATER METER 'M' l~lc.ATION l,o.!ATER METER -I" SIZE. CONvEF<:T "~ TO RECLAIMED WATER U5E IN Te-IE FUTURE. MAINLINE -PVC 5CJ..+EDULE 4,Z,. ALERTLINE PURPLE FIFE-BURY MINIMUM 18" BELOW C.RADE A LOCATION OF RECLAIMED WATER LJ,, WAF.<NING SIC.NAc.1: , 4,; l • EACH AUTOMATIC CONTROLLER ANO ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECLAIMED WATER USED FOR IRRIGATION" 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 LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE 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 SPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIROMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM NAMES & ADDRESSES: Tl-IE FLANNING ELEMENT 3b9iZJ CACTUSRIOGE COURT SAN OIEGO, CA 92/{Z)f,-5'9/3 PHONE NO($): ( b/9 )2=bc..4~-~2~10~/----~ REGISTRATION NO(S): 2885' EXPIRATION DATES: 02/2819'1 INSPECTION PROCEDURES 2. ·-···-···-···-·· F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS. G. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECLAIMED WATER (IF RECLAIMED WATER IS USED FOR CONSTRUCTION). AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAIN€D FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY DEPAR™ENT OF ENVIROMENTAL HEALTH PRIOR TO FINAL INSPECTION APPROVAL. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. COVERAGE TEST, AFTER COMPLETION OF THE SPR1NKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECLAIMED WATER. B. WARNING SIGNS AND LABELS. C. QUICK COUPLING VALVES. D. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F. REQUIRED PROTECTION OF WELL, STREAMS, RESERVOIRS, ETC. G. CROSS-CONNECTION. FARADAY AVENUE PROJEC1" SITE • T __ ,___T_'.. -GATlpN ""'TER METER CONVl:fll!T TO !ECLAIMED WATER UJJ..+EN AVAILA6LE EXISTING. 8' FU6LIC FOTA6LI: LLIATEl'ii: LIN!: MIN. 1€>' 6EFAl'ii:ATION E!l:TI.IJl:l:N FOT A6LE 4 Rl:CLAIMED LLIATE!'ii: METl:R5 "--+---1--DOMESTIC WATER METER ST WI > -a::: Cl z I O 1 • ~ I • LJ.J ·z I OTHERS LLIITJ..+ FOT ABLE WA Tl:R SUPPLY (l"'OT ABLE LUA TEl'ii: LIN!: TO eE IN6T ALLED ABOVI: RECLAIMED LLIATEF< LINE) EXl6TINC:1 POTABLE IF<RIGATION MAIN LOCATED AFFROX. 12' CURE\. I ;-EXISTING 12' FUBLIC FOTASLI: V LLIATl:R LINE 1 FUTU!E l"'UBLIC RECLAIMED / LLIATl:fi< LIN!: _J I& 4& $CALE· I'' -3/Zl' the ------- *plannrne. element ---t•--• "4 LANDSCAPE ARCJ..+ITl:CTURE __ _ PLANNING 36~ C::Ac::i\J6RID6E CT. 5AN OIE<aO, C::.A "210l!> />1,ls,;_,,i,4-lie>I BUil T" REVIEWED BY: L,.8/4cf:.., INSPECTOR I0·2tJ· ?7 DATE /t-'-2j-~'77 DATE CARLSBAD MUNICIPAL WATER DISTRICT 35• / I (N.T.S,) '" ARNING RECLAIMED WATER 00 NO DRINK 3. ANNUAL INSPECTION SHALL INCLUDE: SHEET 1 CITY OF CARLSBAD 8 12" X 36" SIZE WARNING RE LAIMED WATER DO NOT DRINK AVISO-AGUA IMPURA N TOMAR 1 • BLACK LETTERS 2" BLACK LETTERS .018 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS TYPICAL SIGNS (NO SCALE) C: \DWG12\CWD-RW.DWG12 12 94 1. CITY CONSTIRUCTION INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PART A, PART B AND PART G OF THE DISTRICT FINAL INSPECTION. AVISO-AGUA IMPURA NO TOMAR 18" X 18" SIZE .018 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS A. LOCATION OF PIPE LINES. B. TIRENCH DEPTH. C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY). REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, CITY ASSISTANT PLANNING DIRECTOR & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. aTY !W EMCIMITAS VICINITY MAP PROJECT SITE LOCATION MAP PLANNING DEPARTMENT PRIVATE (ONSITE) RECLAIMED WATER SYSTEM FOR: SHEETS D. PIPE IDENTIFICATION. E. POINTS-OF-CONNECTION (POC'S). !l~IIIUIIIUU////fq~ \,~llDSC~pt l\ .L.A. 2585 ~ EXTRACTS FLU6 r----==------..... -----------------.------,D~,s~TtRl'!':r:IC,:,iT..-;:'AP:;:P~R;:,0,::-VE~D-:C~H:-:A~N~G~ES-------,------....i.--------------t Lor 35, C:AfE!/..M5AO IE5EARO-i CENrER CARLSBAD MUNICIPAL WATER DISTRICT DESCRIPTION APPROVED DATE DEVELOPERS NAME: I-IAHANN CONS~TICN =--rPANY CARLSSAO, c:ALIFORNIA ls;,; ELAINE A. SITZ ~-~ ENGINEERll)IG PLAN CHECKER "'= I' .. fl ·:. ~I ,,... \ , 1¼'.i JI' $i C . L · '? / W>1,f;,J' Exp Z/9~,w.<:.~ '"¼//1;;,.0f C l\. E=b-atlan DA TE '"1//n111u11111m~" 0·.;t •. ,..., ~~f£'-f!di...._L.....J.~-£M•l!!!l:::l::,:. s-, -17 Af'@lll~ Ea\l1 €1{,r 1...ocM1ot-.1,; 10--zc,,,, ADDREss: 415 WEsr sRAr:>1.Er AVENI.IE WILLIAM E. PLUMMER DA TE a c;;AJQN CALH=ORNtA 92,e,2,z, DISTRICT ENGINEER R.C.E. 28176 TELEPHONE: 161':II 44C-7424 SAN Dl~_;;q~E'r) OF ENVIROMENTAL HEALTH 7?J::'. J~ --S"-IL-'\ 1 DATE PLAN PREPARED: FESRUARY II. 1997 APPROVED BY: DATE I---+--------------+-~~+---, BY: ELAINE A. 5/TZ APPRO CHC!<D BY, E,A<i,. ASSISTAN ~:....____:&t>-5-fl DATE ECT NO. DRAWING NO. SHEET_OFLS!-IEETS . . . C.M.W,D. JOB NO, S1-252 r .. , I , , .. f'•,~"' '/ •w·' \ .,,,,1,1"\'!~-11Uj~1\,"'"''""•"'~.'~ \ , ,, . · " ' ~111s~ll,1il~\-, \ , .,.,1,:;t~ll~~~iiir1,,i~,,~~~1~.;1~1e1..;,, ,111., N co N C 0 L CITY OF CARLSBAD TOTAL SYSTEM PRESSURE REQUIREMENT WORKSHEET HYDRAULIC GRADE UNE ~ 550 TIIE ACCUMULATION OF ALL PRESSURE LOSSES rNCURREO BETWEEN TIIE POrNT OF CONNECTION AND THE FURTHEST HEAD (WORST CASE). A B. EXTRACTS PLUS Af'RIL 25, 1997 Valv.3 SPRINKIBR (required operating pressure per manufacture.r's speci:ficatiom) Total LATERAL LrNE(S) PIPE SECTION SECTION PRESSURE LOSS PSI 30.00 PRESSURE PRESSURE SECTION SIZE/TYPE LENGlH FLOWGPM LOSSCALCS LOSS PSI 2 3 4 5 6 7 8 9 10 11 12 l/Z"/CL3 !5 10.00 l/Z"ICL315 12.00 I/Z"/CL315 12.00 314"/CL200 12.00 3/4"/CL200 12.00 3/4"/CL200 12.00 3/4"/CL 200 10.00 l"/CL200 10.00 l "/CL200 10.00 l"ICL200 10.00 l"ICL200 10.00 1 "/CL200 J0.00 0.6 1.85 3.1 4.35 5.6 6.85 8.1 9.35 J0.6 11.8S 13.1 14.35 ~ /·l>J I/__,,-· '\flii / ,,/ .-· .,.· . . ,,., '\ / .221100' 0.022 .781100' 0.0936 1.65100' 0.19812 1.201100' 0.144 1.68/100' 0.2016 2.23/100' 0.2676 2.85/100' 0.285 1.30/100' 0.13 1.561100' 0.156 1.831100' 0.183 · 2.43/100' 0.243 • _,,. . 3.111100' 0.31 1/ ' . ' ~ ✓ tx • ' ~~ \ ..,<'.) \ f~ o:-.... ,.-,u 0'0 '"1)-\ / ) ' ..,~ \ "~ \ "~ ', . " \ " \ \ / / I J--- " \ " \ \ " \ " \ \ " \ " \ \ PROJECT NOTES: " \ I. IF ANY EXISTING, µAl'cDSCAFE OR IRRIGATION IMPROVE- MENTS INDICATED ON THE APPROVED PLANS 15 DAMMED OR REMOVED DURINC::, DEMOLITION OR CONSTRUCTION, IT SHALL BE REPAIRED ,10R REPLACED IN KIND , EQUIVALENT SIZE PER THE APPROVED FLANS. 2. DESICiiN 15 DIAG:RAMMATIC. INSTALL ALL IRRIC::,ATION EQUIPMENT t LINES IN PLANTER AREA$ WHEREVER F05Sl6LE 4 WITHIN PROPERTY 60UNDARIE5. \ " \ " \ " \ \ " \ ;,. ALL SHRU6S ON DRIP IRRl6ATION TO RECEIVE TWO (2) \. \ " EMITTER OUTLETS. TREES TO RECEIVE ONE (I) b-OUTLET \. , MUL Tl EMITTER HEAD EACH. CAP REMAINING, OUTLETS FOR FUTURE ~OWTH. CONTRACTOR TO ADJUST NUM6ER OF OUTLETS \. \ PER PLANT AS NECESSARY FOR OPTIMUM C::,ROWTH. \. ~r \. \\ r· 4. PLACE EMITTER OUTLET EMISSION POINT 6ETWEEN PLANT \ en STEM/TRUNK 4 ED6E OF ROOT6ALL. f ' \ ~ !:>. IRRl6ATION EQUIPMENT LOCATED IN C::,ENERAL UTILITY \. ~ ..... «: EASEMENT SHALL 6E INSTALLED IN ACCORDANCE WITH \. \ \ ~ UTILITY COMPANY'S REQUIREMENTS FOi'<! MATERIALS l \. \ ' ' (~ ,, . ' -~'V \ / \ --CONTl'<ACTO!i! TO ADJUST \ \ ANY EXISTING SPRAY I-IEAPS AT TOP • BOTTOM OF Sl..OFE TO Fli!OVIPE IOIZ'% COvE!i!AGE. \ \ \ ,,,// .- e.• F'VC WATER LINS-~ / / SXISTINC:J FOT A6LS l~I LOCATED AP~XIM CURE!. CONTRACT UNPE!i! PRlvE INSTA!..l.. IN SC / / / / / / / 2 71 13 l"ICL200 10.00 15.6 3.11/100' 0.311 14 l"/CL200 10.00 1685 3.87/100' 0.387 IRRIGATION LEGEND 15 1 • l/4"ICL200 10.00 18.l 1.24/100' 0.124 16 1-114"ICL200 7.00 1935 l.51/IOO' 0.1057 SYM§Ob MAKE, MODEb • MANUFACTURER 17 2"/CL200 5.00 37.6 .95/IOO' 00475 TOTAL 3.21 C.MAlNLINE(S) PIPE SECilON SECilON PRESSUllE PRESSURE SECTION SIZEffYPE LENGlH FLOWGPM LOSSCALCS LOSS PSI 1 2" SCH40 160.0' 37.6 1.15/100' 1.84 TOTAL PRESSURE LOSS -LATERALS/MAIN LlNES 5.052 ]')_ FITTINGS (l 0% OF L,\.TERALiMAINLrNE LOSS) 0.50 E. CHECK VALVE (S) NIA F. CONTROL VALVE(S) l.50 G. fil,TER NIA H. BALL VAL VE(S) (2 AT .03 PSI LOSS, EACH) 0.06 I. PRESSURE REGULATOR SET AT 30 PSI NIA M J. BACKFLOW DEVICE 8.50 ... K. ELEVATION CHANGE (.433 X 3) (1.30) () TOTAL PRESSURE LOSS-ITEMS D TflROUGHK 9.26 TOTAL PRESSURE REQUIRED 44.31 DYNAMIC PRESSURE AT DESIGN CAPACITY 98.00 • RESIDUALPRESSURE . # 53,69PSI ,. Y lf5 lilli, fl-:.. ✓~-rJ· iffi)~:/; @ :~~ ' ", ~ ,\ l!:!l ' c- \ ,/) :Fi] --------W-- '\ ' POU6l..l: CI-IECK DSTSCTO!i! ASSEM6 SEE IMl"'liltOvEMEN ~----- .. ~"1 ... . . -/ .-·. -/ .-/ ,,,.,,."' FLANS. l..~Gl'P. PEii! l..AIMSP . 1-lAT TE OJ~ ,... iii!-~ r,¢-#"' ____ _ . ca\~;<~"r,v ~~t~\JfK"/ o/ -,,-,,(} ' ~.., • . . _.-r,fYr.V . J, . (,.. 11V l//, ~I..! . t,"f"' \ RAINBIRD XBT-10-b MUL Tl OUTLET DRIP HEAD RAIN61RD IW6-l2Q-PC5-060 POF-UF SPRAY HEAD RAINBIRD 1Wb-12T-FCS-0'30 FOF-UF $FRAY HEAD RAIN61RD 1806-12µ.pee,.12& FOF-UP SPRAY HEAD 30 30 12' 30 12' 30 12' RAIN61RD 180b-12TQ-FCS-11!:> FOP-UP SPRAY HEAD 30 12' M-11-lf:1 !tr> I fffet> -I 2. f -rt;S · WO Pop· u f' EA<l2.'( HEPI? ~ I ~1 RAIN61RD CONTROL ZONE KIT XCZ-07!:> f.,,J[Tµ xev-07!:, BALL VAL vE, ReY-07!:>-200Mx FILTER, 15-DVX REMOTE CONTROL VAL VE, F51-L30X FRE55URE REC::,ULATOR IN PURPLE PLASTIC VALVE 60X. 0.10 0.60 .0'=l0 1.25 I. 7!:> Z.w RAINSIRD PEB SERIE$ REMOTE CONTROL VALVE IN FLIRFLE RECTANC::,ULAR PLASTIC VALVE e,ox K.61-LT-!:>OO•T SERIES PVC SALL VALVE-LINE SIZED PVC BALL VALVE FOR FLUSH VALVES -CONTRACT~ TO FA6RICATE. NELSON "1645 QUICK COUFLINC:.o VALVE WITH LOCKINC. PURPLE CAP. PROVIDE ONNER WITH KEYS. AG:RIFIM AVRV-50 AIR VACUUM RELIEF VALVE -INSTALL A60VE µIGHE5T POINT ON EACH VALVE CIRCUIT. WILKIN$ '315-XL, I" SIZE REDUCED PRESSURE 6ACKFLOW PREvENTER WITH WILKINS !:>OO FRE55URE REe;,ULATOF-: SPRINC. RANC.E 'B' SET AT 1S F.$.1 . IRR 1-i"~OL MG-·11.US-B l>◄C5., IMC. l=IYOROSA'o'ER lliBIC-S-C5C 1-lSAC I .AUTOMATIC CONTROL CLOCK NALL MOUNT IN$1DE BUILDING WCS, INC. fi<AIN C.UARD, AUTOMATIC RAIN SENSOR. MOUNT TO ROOF OF 6Ull..DINC.. NATER METER -6Y OTHEl'<!S -3/4" SIZE NATER METEfi< FOR RECLAIMED WATER IRRIGATION PURPOSES ONLY -314" SIZE DOMESTIC NATER SUPPLY LINE MAINLINE -PVC SCHEDULE 40. ALERTLINE PURPLE PIFE -BURY MIN. 18" 6ELOJ.o.l GRADE : LATERAL LINE -PVC CLASS 200 (l/2" TO BE CLASS 315). ALERTLINE FURPLE PIPE. BURY MIN. 18" SELOW C.RADE. SEE SPECIFICATIONS AND DETAILS FOR SPECIAL REQUIREMENTS . 5LEEVINC:.o -PVC SCHEDULE 40 OR 8cZ>. ALERTLINE PURPLE PIPE. <SLEEvE SHALL ElE TWO TIMES SIZE OF F'IPE TO BE SLEEVEDJ. PVC SCH. 81Zl WI 36" COVER FOR MAINS, LATERALS, AND WIRINC:.o UNDEfi< VEl-llCL-E PAYING:. PVC scµ_ 40 WI 18" COVER FOR MAINS AND NIRING UNDER PEDESTRIAN PAVINC:. . PVC SCH 40 W/ 12" COVER FOR LAiERAl.5 UNDER PEDESTRIAN PAVING,. VAL VE SEQUENCE VALVE SIZE C.ALLON5 FER MINUiE (C:,,F'M) / ~/ \ -/ /./~\9 J_,......---~------;---------~ FIFE 6ETI-IEEN METER -/ -:: "'1,' V ·'\ ' ANP 6ACKFLOW Fli!EVENTER -SI-IA!..L SE SCI-IEDULE 'K' I-IARD COl"'PEl't FIFE Fli!OM F'OTAS!..E WATER METER (TEMF• Ol'i!Ali!Y ). 51-1AL!.. SE SEVE!i!ED ONCE li!l:Cl..AIMEP 1-lATE~ cOMes ON l..lNe. ------/------------------lli!li!IGATION WATE!i! METE!i! (FUTU!i!E li!ECLAIMSP WATS!i!) I" $1ZE. 1-lA TE!i! F'li!ESSUF!= 125 F51. ~--7------EXISTINC:J 2' FU6l..lC FOTAel..E .ff' WATER l.. lNE ~ -_. / ..._____ EXl5TINa. 12' RJ6l..lC FOTA6l..S WATER LINE ' / "'~•#,£--.---~---- li!l:FLACS EXISTINC:o PAM,,:l,/;;EP COMMON Afi!l:A SLOPS l!i!!i!la.ATION SYSTEM. CONNECT NEW VAl..vES Tb COMMON Ali!EA CONT!i!Ol..LE!i!. ' EXl&TINC:J a" FUSLIC FOTA6LE WA TE!i! l.. lNI=: '-MIN. lei' seFARATION 6E1WEEN POTABLE AND fi!l:Cl..AIME,p WATER METE!i!5 • 1-lATER l..lNES APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING . AREAS. '' AS BUILT" REVIEW-ED BY• l-.Bfa~ INSPECTOR IO·Zt!·97 DATE 10.2+.-,7 DATE t---t----t-----------+---+----!--+---II SH2EET I CITY OF CARLSBAD I SHi2ETSI ~=:::::'...::::=::::::::P:::l..:::::AN::::N:::l:::::N:::G::::D::::E:::P:::::A::::RT::::M::::E:::N::::T==::::'....':=f:iil=::::; lli!li!IGATION FLAN FOR, ~1& l9J..LJ6 LCr es C4R.l.e&i\CI w111rc::11 ~mr c1,ea1.o; c:AL. A x MINIMUM SEPARATION. ~ 6. EXISTING. SLOPE IRRIGATION TO REMAIN. ADJUST TO " _AP:::P:::R-::-O-:-:-VE:::D:-=+-t~<:-=::~=:=---------=b-3·?7 ~ ACCOMOD A TE NEW PLANT IN6. " t.-::::-:--::::::-t-::-:-::-r.==c=C7"",,._,-,"'"'-,,-..-:,;,r;;c:,,,,.,-17T-::,-;-;;,;-z,r.;---lf----+---+---+---I ffA~-,S~Sl~StTA~N=T=:jP~LJi=lr===~~Tr~f==lfo~D~A TE~~i5] / V / / 7. CONTRACTOR TO VERIFY EXISTINC::, WATER PRESSURE OF ei 5 lei 2ei 4ei 16•~·97 i:c--A S. '5 o DATE INITIAL OWN BY: PROJECT NO. I DRAWING NO. < 98 P.S.I. AT POINT OF CONNECTION F~M CARL56AD MUNICIPAL DATE INITIAL DATE INITIAL CHKD BY; MA t:.. L (.} WATER DISTRICT AT (b1'9) 438-2722. SCALE, I' -,ei· ENGIN£ER OF WORK REVISION DESCRIPTION O'THER APPROVAL CITY ~PPROVAL RVWD BY: FA$ PD4b4 3~3-1 <C / / /~--------------------------------------------~70<----'------------------------------------------------------------------'--------------,,~-,--,-.,....,.~-~~~~.J o C_M_ .D. <37-252 "- Cl) Cl) N N N 0 c() N " 0 ~ u f"'.) ,_ :r: (f) / (f) l- o <( 0:: I-x UJ / (f) 0 :,:: / 0 <( u <( T'l'FE 'S-I' CU~ INLET-------------, OUTDOOl<t LUNG!-! AREA FLA TWOF<l<-----, J,,.IITl-l 4'-0'' GRID FATTEl'N IN A LIGl-lT i'!OCK SALT FINISl-l ROUND TA6LE SET "TS44R 6Y--~ 'SAN DIEGO FRECAs!>T' J,,.IITl-l UM6RELLA 1-lOLE CONCRETE T~Sl-l RECEFT ACLE -- "TR.3rZ>RF BY 'SAN DIEC:oO F'RECAST' DELETE I SENCl-l FOR 1-lC ACCE55 (; I ~ \ EXISTING D~INAC:oE -~, 5TRUCTURE EXISTING, =NcRETE DRAINAC:oE ---~""::----',;----' SWALE TO 6E REMOVED. PLANT COFROS KIRKII (I C:oAL. SIZE) AT 3' ON CENTER IN DISTURBED AREA. ERO5ION CONTROL COYER \ \ CROP,.c,e ''"" ,s '°'~"'D PSR -e, S. \\ \; EXISTIN,:;, UTILITY AREA EXISTING STORM Dl=<AIN ~ C:. \DWQ12\CLSEI-GF'.OWO 12/1>1•• 0 REFUSE SIN ENCLO'sURE -------...._ - ------ -~--_ ~- --~i\ -- ---- de, - I --+--CONCl<1ETEFLATWO!'<K I I I I /:.oNCRETE FLAT~----+--✓ I I ~--1-~·-........ """ J"""""' 7ARVIFOLIIJM FROM FLATS AT 12" ON CENTER I I -r-e,<:> ' -. '"1;.. .....-"'F-,.~~ '"1~ ~ ~ \ G L -~ G \ NOTE: I. ALL PLANT MATERIAL Sl-k:)l,,lN DA&l-lED IS EXISTING, LOCATIONS AF'1"1<1OXIMATE. 2. 1"'1<1OPERTY OWNER TO MAINTAIN ALJ.. NEW LANDSCAPE IMFROYEMENTS 51-lOWN 1-!EREIN. Ol,.INE!'!'S ASSOCIATION TO MAINTAIN EXISTIN.:;, COMMON AREA SJ..Of"ES BELOW Tl-IE l"'AD. ~OPERTY OWNER TO TAKE OYER MAINTENANCE 01= SLOPES ABOVE FAD. 3. ALL TREES WITl-llN 8 FEET OF 1-!ARDSCAFE OR 6UILDINC:.S 51-lALL eE INSTALLED WITl-l '6IO-E>ARRIER' l<tOOT 6ARRIERS, INSTALLED ALONC:, Tl-IE ITEM TO 6E PROTECTED FOR 1.&' ON EITl-lER 5IDE 01= TREE, FOR A MINIMUM TOTAL DISTANCE OF I&'. 4. ALL 1-!ARDSCAFE FER ARCI-IITECTURAL 5ITE FLAN. &. AJ..L C:o~DINGI AND D~INAC:,E FER CIVIL ENGINEERING FLAN. 4!>. ALL FLANTIN.:.5 TO RECEIVE A !=UJ..J.. Y AUTOMATIC IRRIGIATION SYSTEM UTILIZINC:o DRIP AND/OR LOW C:oALLONA.GE 1-lEADS TO PROVIDE lr2>0% COVE~E, 7. CONTRACTOI'< TO REPAIR ANY DAMAGE TO EXISTINC:o I-IARD5CAFE, IRRIGATION EGlUIA"'IENT OR l"'LANTIN,:;,5 CREATED DURINC:o CONSTRUCTION. 6. ALJ.. NEl,.I PLANTING: A!'<EAS 3, I AND FLATTER TO RECEIVE A 3" LAYER 01= MINl-6AF<l< CI-IIFS. J ,....------EXISTING: SLOFE TO REC!=IVE MYOFORUM ~ ......... FARVIFOLIUM PLANTED !=ROM FLATS AT 12" G " EROSION CONTROL COYER GROF IS REQUll<f:D. SEE 51-lEET &. " _.-r-------2ti>' WATER LINE EASEMENT FER IM~VEMENT PLANS ~-DRIVEWAY 5ITE DISTANCE LINE [I ■ ( PLANTING LEGEND -=5'-"YM.,_,,,60==L~6=0"-'T-=A:::..N""IC""A=L...,IC""O""'--f"'"-!1'"',.,,fON"--'--"--'--'N=A:::..M_...E~_,.5"'1Z.,.E~_,Q..,U=ANJ III • G TREES AL.NUS RI-IOM6IFOLIA \ 141-llTE ALDER ~ AR6UTUS UNEDO ST!'sAl-l6El'tRY TREE ERYTl-lRINA GAFF~ KAFFll<16OOM CORAL TREE LIQUIDAM6AR STYRACIFLUA AMl!!RICAN SWEET GsUM TREE FLATANUS SPECIES SYCAMORE FOFOCARPUS GRACILIOR FEF<N FINE FODOCARFUS 1-lENKELii LONG. LEAF YELLOW 1400D FRUNU5 CERA5IFERA 'K~Tl!!R VESUVIUS' F'URFLE LEAF FLUM FYRUS CALLERY ANA 'BRADFORD' BRADFORD FEAR TRISTANIA =NFERTA 6RIS6ANE eox 5HRl,16S 0 AC:oAFANTl-lU6 AFRICANUS LILY OF Tl-lE NILE 0 0 0 0 NANDINA DOMESTICA 1-lEAVENL Y 6AMBOO FELA~NIUM PEL TATUM 'RIALTO' IVY C:oERANIUM Fl-lORMIUM TENAX '61'!0NZE BABY' DHAl<1F NEl4 ZEALAND FLAX FI-IOTINIA FRA6EF2I FRASER'S FI-IOTINIA FITTOSFORUM TOE!IRA 'VARIEc;,ATA' VARIEC:oATED MOCK ORANGsE Rl-lAPI-IIOLEFIS INDICA 'CLARA' WI-IITE INDIA I-IAl4TI-IORN EXIST* !& .:.AL EXIST* EXIST 24" eox EXIST EXIST 24' eox 24• eox I& C:oAL 24" eox I C:oAL I C:oAL I C:oAL & GAL & .:.AL S C:oAL e, C:oAL © TRACHELOSPERMUM JA5MINOIDS$ $TAI<: JASMINE I GIAL 0 XYLOSMA CONG.ES TUM 'COMPACT A' S <'.!oAL Dl4A!<1F Sl-l!NY XYLOSMA VINES CL YTO6TOMA CALLISTE<'.!olOIDES VIOLET TRUMPET VINE GROUND COVEfs5 ANNUAL COLOR & GsAL 4" FOTS 6 I 12 4 I 6 12 13 11 101 31 12" o.c. '.,l-,£---1-~----EXl5TIN6 5TREETLIGll-!T (TYPICAL SYMBOL) MULCl-l 3"LAYER 5,,F.,I":......_..,..::;:::___:_,:_ __ e,• DOUE!LI!! Cl-lECK VALVE ASSEME!LY MINI -BAF<K Cl-llFS (IN ALL FLANTEl<15 3d AND FLATTER.) FEl<t IMFROVEMENT PLAN$ ~,..::..~~ __ ::....__ REMOYE .EXISTING ERYTl-lRINA CAFFRA STREET Tl<1EE <TYPICAL SYMBOL) ~ CARISSA MACROCARFA 'TUTTLE' EXIST FROSTRATI!! NATAL FLUM I GsAL 3' o.c. 0 COFRO5MA KIRK.II EXIST NO .COMMON NAME I GsAL 3' O.C. NOTED MYOPORUM FARVIFOLIUM FLATS 12" o.c. NO COMMON NAME ~ OFF-SITE BUIL T11 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS dvm 1 « /4f RLA 2",'i['j EXP,_-,_)'ff __ DATE REVIEw'ED BY, L...!f4~ /P,2.f--97 INSPECTOR DATE REPLACE ANY DAMAC:oED coPROSMA KIF<:1<11 1---t---+--------------+-----+-----4--+-----1 [ sH3EET I CITY OF CARLSBAD j sHg:Ts I OR CARISSA MACROCAR!'"A 'TUTTLE' (I GAL. SIZI:) PLANNING DEPARTMENT Iii/ AT 3' ON CENTER. ~=====:::'.'.:==========-===::::: rZ> S lrZ> SCALE, I" -21Z'' DATE INITIAL DAlE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL PLANTING: FLAN FOR, sxrteAC'I"$ F'I.Ue I.OT IP C. • q• d'!Oi CIIN1'M /,4 PROJECT NO. I DRAWING NO. PD464 353-lL ~-------- C.M.rLD. ~7-252 _,:, " LL " :, I- ~ 1-::c (/] / (/] l-o <S;, a:: I-x w / (/] □ y' / 0 ,-r '- COMPLETE CONSERVATION SYSTEM SPECIFICATIONS POST TERMINAL STRIP CLEARLY LABELED FOR APPROPRIATE CONNECTIONS TO THE CONTROLLER, RAIN SENSOR AND CENTRAL OVERRIDE RECEIVER SYSTEMS. TWO (2) SPST SWITCHES SHALL PROVIDE INDEPENDENT MANUAL OVERRIDE CONTROL OVER BOTH THE RAIN SENSOR AND THE TENSIOMETERS. EACH SPST SWITCH SHALL INCORPORATE A PROTECTIVE SNUBBER NETWORK AND PROVIDE POSITIVE INDICATION OF OVERRIDE MODE VIA AN L.E.D. PANEL LIGHT. CENTRAL OVERRIDE SYSTEM RECEIVER THE CENTRAL OVERRIDE SYSTEM RECEIVER UNIT SHALL RECEIVE AN OVER- RIDE COMMAND FROM THE CENTRAL OVERRIDE CONTROL UNIT AND SHALL CAUSE CONTROLLER APPLIED CURRENT TO BYPASS THE TENSIOMETER CIR- CUIT AND ACTIVATE THE REMOTE CONTROL VALVE SOLENOID REGARDLESS OF THE AMOUNT OF AVAILABLE SOIL MOISTURE PRESENT IN THE ZONE. THE CENTRAL OVERRIDE SYSTEM RECEIVER UNIT SHALL BE INSTALLED IN THE REMOTE CONTROL VALVE ENCLOSURE. THE CENTRAL OVERRIDE SYS- TEM RECEIVER UNIT SHALL BE EPOXY SEALED AND PROVIDE TWO (2) DOUBLE SHIELDED CABLE LEADS. ONE SHALL BE COLOR CODED TO ATTACH TO CORRESPONDING LEADS FROM THE TENSIOMETER VIA AN APPROVED DI- RECT BURIAL THREE (3) WIRE SENSOR CABLE, THE OTHER SHALL PROVIDE FOUR (4) LEADS COLOR CODED; RED, YELLOW, GREEN, AND BLACK, WHICH SHALL ATTACH TO THE REMOTE CONTROL VALVE SOLENOID AND OVERRIDE COMMON (COMMON 2) CIRCUIT. RAIN SENSOR THE UNIT IS TO BE A SOLID STATE RAIN SENSOR WHICH WILL TERMINATE A PROGRAMMED IRRIGATION AFTER A RAINFALL REACHES GREATER THAN 1 /8 INCH (3.2MM), EVEN THOUGH THE TENSIOMETERS MAY, AT THAT TIME, BE CALLING FOR THE IRRIGATION TO PROCEED. THE UNIT SHALL INCOR- PORATE A THERMISTOR HEAT SOURCE TO PROVIDE ASSISTED EVAPORATION OF WATER FROM THE RAIN COLLECTION CUP. THE UNIT SHALL BE OF A TYPE WHICH MAY BE PERMANENTLY INSTALLED IN A VANDAL RESISTANT ENCLOSURE, AS REQUIRED. TENSIOMETER THE UNIT IS TO BE A SOLID STATE, MAINTENANCE FREE TENSIOMETER. IT IS TO BE PRE-SET BY THE MANUFACTURER TO ALLOW A PROGRAMMED IRRIGATION ONLY WHEN THE SOIL MATRIC POTENTIAL (ROOT STRESS) RISES ABOVE THE SPECIFIED PRE-SET VALUE AS EXPRESSED IN CENTIBARS (CB). THE UNIT WILL AUTOMATICALLY CLOSE THE REMOTE CONTROL VALVE POWER CIRCUIT TO ALLOW PROGRAMMED IRRIGATION WHEN ,SOIL MATRIC POTENTIAL IS AT OR ABOVE THE SPECIFIED RANGE. THE UNIT SHALL NOT BE DAMAGED BY FREEZING NOR AFFECTED BY VARIATIONS IN SOIL PARTICLE SIZE, SOIL DENSITY, SALINITY, HYDROGEN IONS OR OTHER CHEMICAL VARIATIONS, ELECTRICAL CONNECTIONS ALL CONNECTIONS BETWEEN THE TENSIOMETERS, THE CENTRAL OVERRIDE SYSTEM RECEIVER, THE REMOTE CONTROL VALVE SOLENOID CIRCUIT AND THE OVERRIDE COMMON (COMMON 2) SHALL BE MADE USING U.L./CSA/MIL SPECIFICATION QUALIFIED PRE-INSULATED WATER PROOF CONNECTORS. THESE CONNECTORS SHALL BE COMPRISED OF A BUTT JOINT CRIMP BAR- REL WHICH IS NOT LESS THAN 0.625 INCHES (15.875MM) IN LENGTH, SUCH BARREL BEING SURROUNDED BY A HEAT SHRINKABLE NYLON JACKET CONTAINING AN INTEGRAL HEAT ACTIVATED SEALANT. THIS JACKET SHALL NOT BE LESS THAN 1.5 INCHES (38.1 MM) IN LENGTH. SPLICES SHALL BE CRIMPED USING A WCS-UNI 3000 PRESSURE COMPENSATING CRIMP TOOL (OR EQUAL DEVICE) AND HEAT SEALED USING A WCS-UT 100 ULTRATORCH (OR EQUAL DEVICE) SUCH THAT THE OUTER NYLON JACKET SHALL SHRINK UNIFORMLY AROUND THE CRIPMED SPLICE AND RELEASE ITS INTERNAL SEALANT, APPROVED SPLICES WHICH MEET THESE SPECIFICATIONS ARE: WCS-PERMA-SEAL TYPES; 2218R, 1416B AND 1210Y. SENSOR CABLE CONNECTION BETWEEN THE TENSIOMETER AND CENTRAL OVERRIDE SYSTEM RECEIVER SHALL BE MADE USING COLOR CODED RED, GREEN AND YELLOW, COPPER SOLID CORE, DOUBLE JACKET CABLE OF 18AWG OR LARGER (wcs 9603DB OR EQUAL) WHICH IS LABLED AS DIRECT BURIAL BY THE MANUFACTURER. ALL CONNECTIONS TO THIS CABLE SHALL BE MADE USING WCS-PERMA-SEAL (OR EQUAL) PRE-INSULATED SPLICE CONNECTORS, IRRIGATION SPECIFICATONS PLEASE NOTE CARLSBAD MUNCIPAL WATER DISTRICT SPECIFICATIONS TAKE PRECEDENCE. SCOPE AND DESCRIPTION GENERAL DESCRIPTION THE IRRIGATION SYSTEM SHALL BE CONSTRUCTED USING THE MATERIALS AS SHOWN ON THE DRAWINGS AND AS CALLED FOR IN THESE SPECIFICATIONS. THE SYSTEM SHALL BE CONSTRUCTED TO GRADES AND CONFORM TO SITE CONDITIONS AND LOCATIONS ftS SHOWN ON THE DRAWINGS. IRRIGATION LINES SHOWN ON THE DRAWINGS ARE DIAGRAMMATIC. INSTALL ALL EQUIPMENT IN PLANTER AREAS WHEREVER POSSIBLE. LOCATIONS OF ALL SPRINKLER HEADS, VALVES, PIPING, CONTROLLERS, WIRING, ETC. SHALL BE ESTABLISHED BY THE CONTRACTOR AT THE TIME OF CONSTRUCTION AND APPROVED AT THE SITE BY THE OWNER'S AUTHORIZED REPRESENTATIVE, PRIOR TO INSTALLATION. SPACING OF SPRINKLER HEADS OR QUICK COUPLER VALVES ARE SHOWN ON THE DRAWINGS AND SHALL NOT BE EXCEEDED WITHOUT THE WRITTEN PERMISSION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. UNLESS OTHERWISE SPECIFIED OR INDICATED ON THE DRAWINGS, THE CONSTRUCTION OF THE IRRIGATION SYSTEM SHALL INCLUDE THE FURNISHING, INSTALLING, AND TESTING OF ALL MAINS, LATERALS, RISERS, AND FITTINGS, THE FURNISHING AND INSTALLING OF SPRINKLER HEADS, QUICK COUPLER VALVES, GATE VALVES, CONTROL VALVES, CONTROLLERS, AND ALL NECESSARY SPECIALTIES AND ACCESSORIES, THE EXCAVATION AND BACKFILLING OF TRENCHES, AND ALL OTHER WORK IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AS REQUIRED FOR A COMPLETE SYSTEM. SCOPE OF WORK THE WORK CONSISTS OF INSTALLING A COMPLETE UNDERGROUND IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS AND AS HEREINAFTER SPECIFIED, INCLUDING THE FURNISHING OF ALL LABOR, EQUIPMENT, MATrRIALS, TRANSPORTATION AND PERMITS AND IN PERFORMING ALL OPERATIONS IN CONNECTION WITH THE CONSTRUCTION OF THE IRRIGATION SYSTEM. MATERIALS ALL MATERIALS TO BE INCORPORATED IN THIS SYSTEM SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS AND OF QUALITt' AND PERFORMANCE PS SPECIFIED AND MEETING THE REQUIREMENTS OF THE SYSTEM. ALL EXCESS MATERIAL AT THE COMPLETION OF THE INSTALLATION ARE THE PROPERlY OF THE CONTRACTOR AND ARE TO BE REMOVED FROM THE SITE'. PIPE AND FITTINGS PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZE WILL BE PERMITTED BUT SUBSTITUTIONS OF A LARGER SIZE MAY BE APPROVED. ALL PIPE DAMAGED OR REJECTED BECAUSE OF DEFECTS SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION. DEFINITION AND INTENT Of DOCUMENTS THE CONTRACT DOCUMENTS CONSIST OF THE CONTRACT AGREEMENT, CONDITIONS OF THE CONTRACT, THE DRAWINGS, AND THE SPECIFICATIONS, INCLUDING ALL MODIFICATIONS THEREOF INCORPORATED IN THE DOCUMENTS BEFORE THEIR EXECUTION. IT IS SPECIFICALLY AGREED THAT THIS CONTRACT SHALL BE IN ALL RESPECTS CONSTRUED AND INTERPRETED IN ACCORDANCE WITH THE LAWS OF THE STATE AND MUNICIPALITY IN WHICH IT IS EXECUTED. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS CALLED FOR BY ONE SHALL BE AS BINDING AS IF CALLED FOR BY ALL. THE INTENT OF THE DOCUMENTS IS TO INCLUDE, UNLESS OTHERWISE STATED, ALL LABOR, MATERIALS, EQUIPMENT, AND TRANSPORTATION FOR THE PROPER EXECUTION OF THE WORK AND PS REQUIRED FOR A COMPLETE SYSTEM. OWNER'S AUTHORIZED REPRESENTATIVE THE OWNER SHALL DESIGNATE ONE ( 1) PERSON AS HIS AUTHORIZED REPRESENTATIVE TO WORK WITH THE CONTRACTOR. THE REPRESENTATIVE SHALL HAVE FULL AUTHORITt' TO APPROVE WORK PERFORMED BY THE CONTRACTOR, MAKE FIELD CHANGES THAT ARE DEEMED NECESSARY AND APPROVE PAYMENT REQUESTS SUBMITTED BY THE CONTRACTOR FOR PAYMENT. PROTECTION OF WORK AND PROPER1Y "THE CONTRACTOR SHALL MAINTAIN ADEQUATE PROTECTION OF ALL HIS WORK FROM DAMAGE AND SHALL PROTECT THE OWNER'S AND ADJACENT PROPERTY FROM INJURY OR LOSS ARISING FROM THIS CONTRACT. TAXES THE CONTRACTOR SHALL PAY ALL FEDERAL, STATE AND LOCAL SALES AND/OR USE TAXES APPLICABLE TO MATERIALS, PROCESSES OR DEVICES PURCHASED OR USED IN CONNECTION WITH THE WORK UNDER THIS CONTRACT. EXAMINATION AND VERIFICATION OF DRAWINGS AND SITE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITt' TO REPORT TO THE OWNER'S AUTHORIZED REPRESENTATIVE ANY DEVIATIONS BETWEEN THE DRAWINGS, SPECIFICATIONS AND THE SITE. FAILURE TO DO SO PRIOR TO THE INSTALLATION OF EQUIPMENT AND RESULTING IN THE REPLACEMENT, AND/OR RELOCATION OF EQUIPMENT, SHALL BE DONE AT THE CONTRACTOR'S EXPENSE. ALL SCALED DIMENSIONS ON THE DRAWINGS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS, QUANTITIES AND GRADE ELEVATIONS, AND SHALL IMMEDIATELY INFORM THE OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. ORDINANCES AND REGULATIONS ALL LOCAL, MUNICIPAL AND STATE LAWS AND RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE IRRIGATION CONTRACTOR. ANYTHING CONTAINED IN THESE SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFLICT WITH ANY OF THE ABOVE MENTIONED RULES, REGULATIONS OR REQUIREMENTS AND WHERE A CONFLICT MAY OCCUR THE RULES, REGULATIONS OR REQUIREMENTS OF THE GOVERNING CODE SHALL TAKE PRECEDENCE. HOWEVER, WHEN THESE SPECIFICATIONS AND/OR DRAWINGS CALL FOR OR DESCRIBE MATERIALS, WORKMANSHIP OR CONSTRUCTION OF A BETTER QUALITY, HIGHER STANDARD OR LARGER SIZE, THESE SPECIFICATIONS AND/OR DRAWINGS SHALL TAKE PRECEDENCE OVER THE REQUIREMENTS OF SAID RULES REGULATIONS OR CODES. MATERIALS AND WORKMANSHIP WHENEVER ANY MATERIAL IS SPECIFIED BY NAME AND/OR NUMBER THEREOF, SUCH SPECIFICATIONS SHALL BE DEEMED TO BE USED FOR THE PURPOSE OF FACILITATING A DESCRIPTION OF THE MATERIALS AND ESTABLISHING QUALITt', AND SHALL BE DEEMED AND CONSTRUED TO BE FOLLOWED BY THE WORDS "OR APPROVED EQUAL''. NO SUBSTITUTIONS WILL BE PERMITTED WHICH HAVE NOT BEEN SUBMITTED FOR PRIOR APPROVAL BY THE OWNER'S AUTHORIZED' . REPRESENTATIVE AND CIT( LANDSCAPE INSPECTOR. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS AND SHALL BE THE BEST OF THEIR CLASS AND KIND. SUFFICIENT DESCRIPTIVE LITERATURE AND/OR SAMPLES MUST BE FURNISHED FOR ANY MATERIALS SUBMITTED AS "EQUAL' SUBSTITUTES. ALL MATERIALS SHALL BE GUARANTEED FOR A PERIOD OF ONE ( 1) YEAR AGAINST MATERIAL DEFECTS AND WORKMANSHIP ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN A NEAT AND QUALITt' MANNER. THE LANDSCAPE ARCHITECT OR THE OWNER'S AUTHORIZED REPRESENTATIVE RESERVES THE RIGHT TO DIRECT THE REMOVAL AND REPLACEMENT OF ANY ITEMS, WHICH IN THEIR OPINION SHALL NOT PRESENT AN ORDERLY AND REASONABLY NEAT QUALITt' APPEARANCE, PROVIDED SUCH ITEM CAN BE PROPERLY INSTALLED IN SUCH ORDERLY WAY BY THE USUAL METHODS IN SUCH WORK. SUCH REMOVAL AND REPLACEMENT SHALL BE DONE, WHEN DIRECTED IN WRITING, AT THE CONTRACTOR'S EXPENSE WITHOUT ADDITIONAL COST TO THE OWNER. PERMITS AND INSPECTIONS ANY PERMITS FOR THE INSTALLATION OR CONSTRUCTION OF ANY OF THE WORK INCLUDED UNDER THIS CONTRACT, WHICH ARE REQUIRED BY ANY OF THE LEGALLY CONSTITUTED AUTHORITIES HAVING JURISDICTION, SHALL BE OBTAINED AND PAID FOR BY THE CONTRACTOR, EACH AT THE PROPER TIME. HE SHALL ALSO ARRANGE FOR AND PAY FOR ALL COSTS IN CONNECTION WITH ANY INSPECTIONS AND EXAMINATIONS REQUIRED BY THESE AUTHORITIES. IN ALL CASES, WHERE INSPECTION OF THE IRRIGATION SYSTEM WORK IS REQUIRED . AND/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE DIRECTION AND/OR OBSERVATION OF THE OWNER'S AUTHORIZED REPRESENTATIVE, THE CONTRACTOR SHALL NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF THE TIME WHEN SUCH OBSERVATION AND/OR DIRECTION IS REQUIRED. ANY NECESSARY RE-EXCAVATION OR ALTERATIONS TO THE · SYSTEM NEEDED BECAUSE OF FAILURE OF THE CONTRACTOR TO HAVE THE REQUIRED INSPECTIONS/OBSERVATIONS, SHALL BE PERFORMED AT THE CONTRACTOR'S OWN EXPENSE. PURPOSE OF SPECIFICATIONS IT IS THE INTENTION OF THESE SPECIFICATIONS, TOGETHER WITH THE · ACCOMPANYING DRAWINGS, TO ACCOMPLISH THE WORK OF INSTALLING AN IRRIGATION SYSTEM WHICH WILL OPERATE IN AN EFFICIENT AND SATISFACTORY MANNER ACCORDING TO THE WORKMANLIKE STANDARDS ESTABLISHED FOR THE SPRINKLER OPERATION. GUARANTEE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSIURE AND GUARANTEE COMPLETE COVERAGE OF THE AREAS SHOWN ON THE DRAWINGS TO BE · IRRIGATED. HE SHALL ALSO GUARANTEE THE SATISFACTORY OPERATION OF THE ENTIRE SYSTEM AND THE WORKMANSHIP, INCLUDING NON-SETTLEMENT OF THE BACKFILL MIX. THE ENTIRE SYSTEM SHALL BE GUARANTEED TO BE COMPLETE AND SATISFACTORY IN EVERY DETAIL FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER. RECORD DRAWINGS THE OWNER WILL FURNISH THE CONTRACTOR WITH ONE (1) SET OF BLUELINE · PRINTS, SHOWING ALL IRRIGATION WORK REQUIRED UNDER THIS CONTRACT, FOR THE PURPOSE OF HAVING THE CONTRACTOR RECORD ON THESE PRINTS ALL CHANGES THAT MAY BE MADE DURING ACTUAL INSTALLATION OF THE SYSTEM. IMMEDIATELY UPON INSTALLATION OF ANY PIPING, VALVES, WIRING, SPRINKLER HEADS, ITC., IN LOCATIONS OTHER THAN SHOWl>J ON THE ORIGINAL DRAWINGS, OR OF SIZES OTHER THAN INDICATED, THE CONTRACTOR SHALL CLEARLY INDICATE SUCH CHANGES ON THE SIT OF DRAWINGS. MATERIAL STORAGE AND CLEANUP THE CONTRACTOR SHALL KEEP THE PREMISES FREE FROM RUBBISH AND DEBRIS AT ALL TIMES AND SHALL ARRANGE HIS MATERIAL STORAGE SO AS NOT TO INTERFERE WITH THE OWNER'S OPERATION OF THE JOB. ALL UNUSED MATERIAL, RUBBISH AND DEBRIS SHALL BE REMOVED FROM THE SITE. EQUIPMENT, TOOLS AND LABOR THE CONTRACTOR SHALL FURNISH ALL SUCH EQUIPMENT, TOOLS AND LABOR NECESSARY TO COMPLETE WORK IN A ACCEPTABLE, TIMELY MANNER. THIS CONTRACT IS BftSED ON THE CONTRACTOR FURNISHING AND USING HIS OWN EQUIPMENT, TOOLS AN LABOR WHICH ARE SUITABLE TO CARRY OUT THIS . CONTRACT IN A FlRST CLASS MANNER, UNLESS OTHERWISE HEREIN SPECIFIED. CHANGES OR ADDITIONAL WORK THE OWNER, MAY, WITHOUT INVALIDATING THE ORIGINAL CONTRACT, ORDER SUCH CHANGES OR ADDITIONS AS MAY FROM TIME TD TIME BE DEEMED DESIRABLE OR NECESSARY. IN SO DOING, THE CONTR:I\CT PRICE SHALL BE ADJUSTED TO THE MUTUAL AGREEMENT OF THE CONTRACTOR AND THE OWNER, WITH ALL WORK BEING DONE UNDER THE CONDl'l'IONS OF THE ORIGINAL CONTRACT EXCEPT FOR SUCH ADJUSTMENTS IN PRICE AND IN EXTENSION OF TIME AS MAY BE NECESSARY. THE CONTRACTOR SHALL BRING IT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE AND THEY SHALL TOGETHER WORK OUT AN AGREEABLE CHANGE, WHICH MAY BE NECESSITATED BY DEVIATIONS IN CONSTRUCTION FROM ORIGINAL PLANS BY OTHER CONTRACTORS ON THE JOB. ANY CHANGE IN PRICE BROUGHT ABOUT BY SUCH DEVIATIONS IN CONSTRUCTION OVER ORIGINAL PLANS BY OTHER CONTRACTORS SHALL BE AGREED UPON BY BOTH THE CONTRACTOR AND THE OWNER BEFORE WORK PROCEEDS. TIME OF COMPLETION WHERE A SPECIFIED TIME OF COMPLETION IS SO DESIGNATED IN THE CONTRACT, ALL DELAYS CAUSED BY ANY ACT OF NEGLECT BY THE OWNER OR THE OWNER'S AUTHORIZED REPRESENTATIVE OR BY OTHER CONTRACTORS IN THE CONSTRUCTION OF THE PROJECT OF WHICH THIS WORK IS A PART, CHANGES ORDERED OR NECESSITATED BY DEVIATIONS IN THE GENERAL CONSTRUCTION OR SCHEDULE OF OTHER CONTRACTORS ON THE PROJECT, INCLEMENT WEATHER CONDITIONS, ACTS OF GOD AND ACTS BEYOND THE CONTROL OF THE CONTRACTOR SUCH AS STRIKES, FIRE, LOCKOUTS, UNUSUAL DELAYS IN SHIPMENTS, SHALL NOT BE CAUSE FOR DELAY IN PAY REQUESTS AS PRESENTED AND SHALL BE CONSIDERED AS BONA FIDE CAUSES FOR EXTENSIONS OF TIME. THE OWNER AND THE CONTRACTOR SHALL AGREE ON A REASONABLE EXTENSION OF TIME. IF CONSTRUCTION CONTRACTOR IS DELAYED IN COMPLETION OF PART OR PARTS OF THE PROJECT SO THAT THE IRRIGATION CONTRACTOR MUST LEAVE THE JOB AND RETURN AT A LATER DATE TO COMPLETE HIS INSTALLATION, PAYMENTS FOR WORK COMPLITTD AND MATERIALS DELIVERED SHALL NOT BE HELD BACK AND EXTENSIONS OF TIME FOR COMPLETION OF WORK SHALL BE GRANTED IF NEEDED. OWNER SHALL REIMBURSE THE IRRIGATION CONTRACTOR FOR ANY EXPENSES INCURRED DUE TO THESE DELAYS UNLESS OTHERWISE HEREIN SPECIFIED. the_-'---- plannf ng element • LAND&CAPE ARCI-IITECTURE PLANNINQ INSTALLATION THE CONTRACTOR SHALL STAKE OUT THE LOCATION OF EACH RUN OF PIPE AND ALL SPRINKLER HEADS OR SPRINKLER VALVE LOCATIONS PRIOR TO TRENCHING BEFORE INSTALLATION IS STARTED IN ANY GIVEN AREA, THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL CHECK ALL LOCATIONS AND GIVE HIS APPROVAL. ANY CHANGES MADE BY THE OWNER AFTER APPROVAL AND INSTALLATION, SHALL BE AT THE OWNER'S EXPENSE. HEIGHTS OF SPRINKLER HEADS OR SPRINKLER VALVES/VALVE BOXES IN RELATION TO GROUND LEVEL SHALL BE AS SHOWN ON THE ACCOMPANYING DETAILS. THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL VERIFY AND APPROVE INSTALLER'S SETTINGS. ANY CHANGES AFTER SUCH APPROVAL SHALL BE AT THE OWNER'S EXPENSE. SPECIAL CONDITIONS SYSTEM DESIGN CHANGES NO CONSIDERATION WILL BE GIVEN TO ANY DESIGN CHANGES UNTIL AFTER THE AWARDING OF THE CONTRACT. SHOULD ANY CHANGES BE DEEMED NECESSARY AFTER AWARD OF CONTRACT, FOR PROPER INSTALLATION AND OPERATION OF THE SYSTEM, SUCH CHANGES SHALL BE NEGOTIATED BY THE OWNER WITH THE SUCCESSFUL BIDDER. CHANGES IN SCOPE OF WORK ADDITIONS OR DELETIONS IN THE QUANTITt' OF WORK AS SIT FORTH IN THESE SPECIFICATIONS AND ACCOMPANYING DRAWINGS MAY BE ORDERED BY THE OWNER OR HIS AUTHORIZED REPRESENTATIVE AFTER THE CONTRACT PRICE HAS BEEN ADJUSTED ACCORDINGLY, TO THE SATISFACTION OF BOTH THE CONTRACTOR AND THE OWNER AND THEY HAVE BEEN ACCEPTED IN WRITING BY THE OWNER. EXCAVATION WORK EXCAVATION AND BACKFILL TRENCHES FOR PLASTIC PIPE SPRINKLER LINES SHALL BE EXCAVATED OF SUFFICIENT DEPTH AND WIDTH TO PERMIT PROPER HANDLING AND INSTALLATION OF THE PIPE AND FITTINGS. THE BACKFILL SHALL BE THOROUGHLY COMPACTED AND EVENED OFF WITH THE ADJACENT SOIL LEVEL. SELECTED FILL DIRT OR SAND SHALL BE USED IF SOIL CONDITIONS ARE ROCKY. THE BACKFILL SHALL CONTAIN NO LUMPS OR ROCKS LARGER THAN ONE ( 1) INCH. ALL TRENCHES THAT ARE OPENED DURING A PARTICULAR WORKING DAY SHALL BE CLOSED AND BACKFILLED THE SAME DAY. NO OPEN TRENCHES OR PARTIALLY BACKFILLED TRENCHES SHALL BE LEFT OVERNIGHT. DEPTH OF TRENCHES PRESSURE LINES SCH. 40 UNDER PEDESTRIAN PAVING WITH 18" MINIMUM COVER FOR MAINS AND WIRING NON-PRESSURE LINES SCH. 40 UNDER PEDESTRIAN PAVING WITH 12" MINIMUM COVER FOR LATERALS SLEEVING SCH. 80 UNDER VECHICLE PAVING WITH 36" MINIMUM COVER FOR MAINS , LATERALS & WIRING (CONTROLLER WIRES SHALL BE INSTALLED IN SEPERATE PVC SLEEVES WATER PIPES) EXISTING UTILITIES AND STRUCTURES THE EXACT LOCATION OF ALL EXISTING UTILITIES AND STRUCTURES AND UNDERGROUND UTILITIES, WHICH MAY NOT BE INDICATED ON THE DRAWINGS, SHALL BE DETERMINED BY THE CONTRACTOR AND HE SHALL CONDUCT HIS WORK SO AS TO PREVENT INTERRUPTION OF SERVICE OR DAMAGE TO THEM. THE CONTRACTOR SHALL PROTECT EXISTING STRUCTURES AND UTILITt' SERVICES AND BE RESPONSIBLE FOR THEIR REPLACEMENT IF DAMAGED BY HIM OR TO MAKE NECESSARY ADJUSTMENTS IN THEIR LOCATION IF REQUIRED IN ORDER TO COMPLETE THE WORK IN THIS CONTRACT. MINOR ADJUSTMENTS IN THE SYSTEM WILL BE PERMITTED TO CLEAR EXISTING FIXED OBSTRUCTIONS SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT OR THE OWNER'S AUTHORIZED REPRESENTATIVE. ALL UTILITIES SHALL BE LOCATED FOR THE CONTRACTOR BY: UNDERGROUND SERVICE ALERT 1-800-422-4133 II\ DATE INITIAL DATE IRRIGATION PIPE PLASTIC PIPE LINES PLASTIC PIPE SHALL BE RIGID UNPLASTICIZED PVC ( CLASS OR SCHEDULE), ( 1120, 2120, ETC.), (SOR), (PSI WORKING PRESSURE) EXTRUDED FROM VIRGIN PARENT MATERIAL OF THE lYPE SPECIFIED ON THE DRAWINGS. THE PIPE SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM VISIBLE CRACKS, HOLES, FOREIGN MATERIALS, BLISTERS, DELETERIONS, WRINKLES, AND DENTS. ALL PIPES SHALL BE PURPLE ALERTLINE OF PACIFIC CAL PIPE. PLASTIC PIPE FITTINGS AND CONNECTIONS ALL SCH. 40 & 80 PLASTIC PIPE FITTINGS TO BE INSTALLED SHALL BE MOLDED FITTINGS MANUFACTURED OF THE SAME MATERIAL AS THE PIPE AND SHALL BE SUITABLE FOR SOLVENT WELD, SLIP JOINT RING TIGHT SEAL, OR SCREWED CONNECTIONS. NO FITTINGS MADE OF OTHER MATERIAL SHALL BE USED EXCEPT BRftSS SADDLE TEES AND CROSSES AS HEREINAFTER SPECIFIED. SLIP FITTING SOCKET TAPER SHALL BE SO SIZED THAT A DRY UNSOFTENED PIPE END, CONFORMING THESE SPECIAL PROVISIONS, CAN BE INSERTED NO MORE THAN HALFWAY INTO THE SOCKET. PLASTIC SADDLE AND FLANGE FITTINGS WILL NOT BE PERMITTED. ONLY SCHEDULE 80 PIPE MAY BE THREADED. WHEN CONNECTION IS PLASTIC TO MITAL, MALE ADAPTERS SHALL BE USED. THE MALE ADAPTER SHALL BE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH. JOINT SEALANT SHALL BE TEFLON TAPE OR RECTOR-SEAL NO. 5. IDENTIFICATION ALL PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE FOLLOWING INFORMATION: MANUFACTURER'S NAME OR TRADEMARK, SIZE, SCHEDULE AND Tt'PE OF PIPE, WORKING PRESSURE AT 73 DEGREES F., AND NATIONAL SANITATION FOUNDATION (NSF) APPROVAL. DELIVERY PLASTIC PIPE SHALL BE DELIVERED TO THE SITE IN UNBROKEN BUNDLES OR ROLLS, PCAKAGED IN SUCH A MANNER AS TO PROVIDE ADEQUATE PROTECTION FOR THE PIPE ENDS, EITHER THREADED OR PLAIN. INSTALLATION OF PLASTIC PIPE PLASTIC PIPE SHALL BE INSTALLED IN A MANNER SO AS TO PROVIDE FOR EXPANSION AND CONTRACTION AS RECOMMENDED BY THE MANUFACTURER. ALL PLASTIC TO PLASTIC JOINTS SHALL BE SOLVENT-WELD JOINTS OR SLIP SEAL JOINTS. ONLY SOLVENT RECOMMENDED BY THE PIPE MANUFACTURER SHALL BE USED. CARE SHOULD BE TAKEN SO AS NOT TO USE AN EXCESS AMOUNT OF SOLVENT, THEREBY CAUSING AN OBSTRUCTION TO FORM ON THE INSIDE OF THE PIPE. ALL PLASTIC PIPE AND FITTINGS SHALL BE INSTALLED AS OUTLINED AND INSTRUCTED BY THE PIPE MANUFACTURER. ALL PLASTIC TO MITAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS. THE JOINTS SHALL BE ALLOWED TO SIT AT LEAST 24 HOURS BEFORE PRESSURE IS APPLIED TO THE SYSTEM ON PVC PIPE. CLEARANCES WHEN TWO (2) OR MORE PIPES ARE TO BE PLACED IN THE SAME TRENCH MAINTAIN A (6) INCH MINIMUM HORIZONTAL CLEARANCE BETWEEN PIPES. A MINIMUM OF TWO (2) INCH VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN PIPES WHICH CROSS OVER ONE ANOTHER. NO LINES SHALL BE INSTALLED DIRECTLY OVER ANOTHER PARALLEL LINE. NO IRRIGATION PIPING SHALL BE LAID WITHIN THE SAME TRENCH OR WITHIN TWELVE (12) INCHES OF PARALLEL LINES OF OTHER UTILITIES 11 AS BLJIL T 11 1/J J,1· '7 APPROVED FOR PLANTING f}tlt4to ll ~ RLA 25&-S --;,~ QZ/9'1 DATE AND IRRIGATION ONLY, INCLUDING PRECISE REVIE\./'ED BY• LOCATION OF PLANTING AREAS. INSPECTOR DATE I SH4T I CITY OF CARLSBAD I SHBTS I PLANNING DEPARTMENT IRRIGATION SPECIFICATIONS FOR; SXT~1'6 F'/.U6 1.ar e& CARJ.ea.:i.c, ~Cl-I C/iN'T'P CARJ.Sf!Ar> -' ' .. .IA , - APPROVE~,;"ft/ t.-~-9 7 ASSISTANT"'l""LANNING DIRECTOR DATE OWN BY: -~ ... PROJECT NO. INITIAL DATE INITIAL CHKD BY: EA&. ~6'!1,Z, CACTU51'<1P61= CT. 5AN Dll:C.O, CA '!121rZ>!> (il!>t'!l1J<!>4-21rZ>t FE6RUARY IS:,, ISS7 I l~3:1t Pt74&4 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITf APPROVAL RVWD BY: §:Ae" C, 2 I'-. c;, 01 I{) I{) I{) (\J 0 --" " LL " :, I- I{) 1- :i: (/) / (/) 1- 0 < lY I-x w / (/) 0 :,,: / 0 < 0 < / FLUSHING THE SYSTEM AFTER ALL NEW SPRINKLER PIPING AND RISERS ARE IN PLACE AND CONNECTED, FOR A GIVEN SECTION, AND ALL NECESSARY DIVISION WORK HAS BEEN COMPLETED AND PRIOR TO THE INSTALLATION OF SPRINKLER HEADS, ALL CONTROL VALVES SHALL BE OPENED AND A FULL HEAD OF WATER USED TO FLUSH THE SYSTEM. TESTING THE SYSTEM THE CONTRACTOR SHALL NOT ALLOW OR CAUSE ANY OF THE WORK INSTALLED BE COVERED OTHER THAN CENTER LOADING OF PIPING BEFORE IT HAS BEEN TESTED AND APPROVED. TESTING OF THE SYSTEM SHALL BE PERFORMED AFTER THE COMPLETION OF THE ENTIRE INSTALLATION IN THE PRESENCE OF THE OWNER'S AUTHORIZED REPRESENTATIVE & CITY INSPECTOR. SHOULD ANY WORK BE COVERED BEFORE BEING APPROVED, THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE UNCOVERING AND TESTING OF THE SAME. NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOE SOLVENT-WELD SETTING AND CURING. LEAKAGE TEST PRESSURE LINES: ALL IRRIGATION PIPE UPSTREAM FROM THE CONTROL VALVES SHALL BE TESTED AT THE COMPLETION OF ROUGHING IN AND PRIOR TO BACKFILLING PIPE JOINTS. ALL INSTALLED LINES ON THE PRESSURE SIDE OF VALVES SHALL BE TESTED AT 150 PSI MAXIMUM HYDROSTATIC PRESSURE AT THE LOW POINT IN THE ENTIRE SYSTEM, FOR A MINIMUM PERIOD OF FOUR ( 4) HOURS AND SHALL SHOW NO VISUAL LEAKAGE AND EXPERIENCE NO LOSS OF PRESSURE. ALL LEAKS IN PRESSURE LINES SHALL BE REPAIRED AND ALL LINES APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE AND THE CITY LANDSCAPE INSPECTOR BEFORE BACKFILLING OF TRENCHES. NON-PRESSURE LINES: ALL PIPE DOWNSTREAM OF CONTROL VALVES SHALL BE TESTED AT LINE HYDROSTATIC PRESSURE FOR A MINIMUM PERIOD OF ONE (1) HOUR, AND SHALL SHOW NO VISUAL LEAKAGE AND EXPERIENCE NO MORE THAN FIVE (5) POUNDS IN LOSS OF PRESSURE. ALL LEAKS SHALL BE REPAIRED AND ALL LINES APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE AND THE CITY LANDSCAPE INSPECTOR BEFORE BACKFILLING OF TRENCHES. COVERAGE TEST UPON COMPLETION OF THE IRRIGATION INSTALLATION AND PRIOR TO ANY PLANTING, OTHER THAN SPECIMEN TREES, THE CONTRACTOR SHALL ADJUST SPRINKLER HEADS TO EVENLY AND PROPERLY DISTRIBUTE THE RATE OF PRECIPrrATION OF THE WATER AND SHALL DETERMINE IF THE COVERAGE AFFORDED THE LAWN AND PLANTING AREAS IS COMPLETE AND ADEQUATE. ADJUST AND POSITION SPRINKLER HEADS TO KEEP ALL OVERSPRAY AND WATER OFF OF ALL WALLS, WINDOWS, PAVING AND WALKS. CONTRACTOR SHALL BE LIABLE FOR ALL OVERSPRAY AND EXCESS WATER FROM IRRIGATION SYSTEMS. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ALL INADEQUACIES OF COVERAGE DISCLOSED BY THE TEST IRRIGATION EQUIPMENT SPRINKLER HEADS SPRINKLER HEADS SHALL BE OF THE TYPES AND SIZES WITH THE DIAMETER OR RADIUS OF THROW, PRESSURE, DISCHARGE AND ANY OTHER DESIGNATIONS NECESSARY TO DETERMINE THE TYPES AND SIZES, AS INDICATED ON THE DRAWINGS. THEY SHALL BE CONSTRUCTED OF BRONZE, BRASS, STAINLESS STEEL, CAST IRON AND/OR NON-METALLIC MATERIALS AS SPECIFICALLY SPECIFIED, HEREIN, FOR EACH SPECIFIC MODEL SPRINKLER. ALL HEADS OF A PARTICULAR TYPE AND FOR A PARTICULAR FUNCTION IN THE SYSTEM SHALL BE OF THE SAME MANUFACTURER AND SHALL BE MARKED WITH THE MANUFACTIJRER'S NAME AND IDENTIFICATION, IN SUCH A POSITION THAT THEY CAN BE IDENTIFIED WITHOUT BEING REMOVED FROM THE SYSTEM. ALL SPRINKLER HEADS AND QUICK-COUPLING VALVES SHALL BE SET PERPENDICULAR TO FlNISH GRADES UNLESS OTHERWISE DESIGNATED ON THE DRAWINGS, OR OTHERWISE SPECIFIED. SPRINKLER HEADS ADJACENT TO EXISTING WALLS, CURBS AND OTHER PAVED AREAS, SHALL BE SET TO GRADE. SPRINKLER HEADS WHICH ARE TO BE INSTALLED IN LAWN AREAS WHERE TURF HAS NOT YET BEEN ESTABLISHED SHALL BE SET ONE (1) INCH ABOVE THE PROPOSED FINISHED GRADE. ONE-HALF TO ONE CUBIC FOOT MINIMUM, OF 3/4' OR 1" AGGREGATE GRAVEL SHALL BE PLACED AROUND EACH ROTOR POP-UP SPRINKLER HEAD WHEN IT IS SET TO GRADE, FOR DRAINAGE OF WATER FROM SPRINKLER CASE. ALL SPRINKLERS, HAVING ADJUSTABLE PIN NOZZLES, SHALL HAVE THE PINS ADJUSTED INTO THE STREAM FOR PROPER AND ADEQUATE DISTRIBUTION OF THE WATER OVER THE COVERAGE PATTERN OF THE SPRINKLER AS SUCH TIME AS THE SYSTEM IS FINALLY COMPLETELY CHECKED OUT. . ALL NOZZLES ON STATIONARY POP-UP SPRINKLERS OR STATIONARY SPRAY HEADS SHALL BE TIGHTENED AFTER INSTALLATION. ALL SPRINKLERS HAVING AN ADJUSTING SCREW, ADJUSTING STEM OR ADJUSTING FRICTION COLLAR SHALL BE ADJUSTED ON A LATERAL LINE OR CIRCUIT AS REQUIRED FOR THE PROPER ARC OF COVERAGE, RADIUS, DIAMETER AND/OR GALLONAGE DISCHARGE. BAUL VALVES ALL BALL VALVES SHALL BE INSTALLED PLUMB WITH WHEEL HANDLES READILY ACCESSIBLE. VALVES SHALL BE SET IN VALVE BOXES. QUICK COUPLING VALVES AND KEYS INSTALL ALL QUICK COUPLERS AS INDICATED ON DRAWINGS AND AS DIRECTED. THE VALVE KEYS SHALL BE OF THE SAME MANUFACTURER AS THE QUICK COUPLING VALVES AND SHALL BE OF PROPER SIZE TO FIT THE VALVES AS PREVIIOUSLY SPSECIFIED. SET ALL VALVES PLUMB AND TRUE TO FINISH GRADE AND A MAXIMUM OF TWELVE (12) INCHES FROM PAVING, WALKS, HEADERS, OR CURBS, AND AS SHOWN ON THE PLANS AND AS DIRECTED. CONTROL VALVES INSTALL. CONTROL VALVES PER DETAILS AND AS SHOWN ON THE PLANS. SET PLUMB AND ACCESSIBLE FOR REMOVAL AND MAINTENANCE. VALVES SHALL BE ADJUSTED SO THAT A UNIFORM DISTRIBLJTION OF WATER IS APPLIED BY THE SPRINKLER HEADS TO THE PLANTING AREAS FOR EACH INDIVIDUAL VALVE SYSTEM. REMOTE CONTROL WIRING ALL ELECTRICAL CONTROL AND GROUND WIRE TO BE USED FOR CONNECTING THE AUTOMATIC REMOTE CONTROL VALVE TO THE AUTOMATIC CONTROLLERS SHALL BE TYPE "UF", 600 VOLT, STRANDED OR SOLID COPPER, SINGLE CONDUCTOR WIRE WITH PVC INSULATION AND BEAR UL APPROVAL FOR DIRECT UNDERGROUND BURIAL FEEDER CABLE. INSULATION SHALL BE 5/64" THICK MINIMUM COVERING OF AN APPROVED THERMOPLASTIC COMPOUND FOR POSITIVE WATERPROOF PROTECTiON OF SIZES AWG SIZE 18 THROUGH AND INCLUDING AWG SIZE 10. AWG SIZE 8 THROUGH AWG 00 SHALL BE INSULATED WITH 5/64'' OF THE APPROVED THERMOPLASTIC COMPOUND. VERIFICATION OF WIRE TYPES AND INSTALLATION PROCEDURES SHALL BE CHECKED TO CONFORM TO LOCAL CODES BY THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTROL WIRES AND MAINLINE IRRIGATION PIPING SHALL BE INSTALLED IN THE SAME TRENCHES WHERE EVER POSSIBLE. WIRES SHALL BE BUNDLED AND TAPED TOGETHER EVERY TEN ( 10) FEET AND TAPED TO THE UNDERSIDE OF THE MAINLINE. ELECTRICAL WIRE CONNECTIONS WIRE CONNECTIONS TO REMOTE CONTROL ELECTRIC VALVES AND SPLICES OF WIRE IN THE FIELD SHALL BE MADE IN THE FOLLOWING MANNER, USING RAINBIRD PEN-TITE WIRE CONNECTORS, OR EQUAL, AND SEALING CEMENT: 1. STRIP ENDS OF WIRES AND PUSH WIRES THROUGH THE HOLES OF THE BASE SOCKET. 2. TWIST WIRES TOGETHER AND MECHANICALLY BOND TOGETHER USING CRIMP SLEEVE AND CRIMP PLIERS. 3. PULL WIRE CONNECTION BACK INTO BASE SOCKET AS FAR AS POSSIBLE. 4. APPLY SOLVENT CEMENT TO OUTSIDE OF SEALING PLUG AND THEN FILL CAVITY OF SEALING PLUG COMPLETELY WITH SOLVENT CEMENT. 5. PUSH SEALING PLUG INTO BASE SOCKET, USING A SLIGHT TWISTING MOTION, UNTIL IT BOTTOMS. 6, PUSH WIRES DOWN INTO BASE PLUG AS FAR AS THEY WILL GO, WITHOUT UNSEATING SEALING PLUG. THIS ASSURES CEMENT COMPLETELY SEALING AROUND WIRE INSULATION AND WATER-PROOFING THE CONNECTION. IT IS IMPORTANT THAT THE JOINT BE ABSOLUTELY WATERPROOF SO THAT THERE IS NO CHANCE FOR LEAKAGE OF WATER AND CORROSION BUILD-UP ON THE JOINT. CONTROL WIRES SPLICES WILL BE ALLOWED ONLY AT TERMINAL POINTS. TRACER WIRES TRACER WIRE SHALL BE INSTALLED ON ALL PLASTIC IRRIGATION MAIN LINES. THE TRACER WIRE SHALL BE TAPED ON THE UNDERSIDE OF THE PIPE. TRACER WIRE SHALL FOLLOW THE MAINLINE PIPE AND/OR BRANCH LINES AND TERMINATE IN THE VALVE BOXES. PROVIDE ENOUGH LENGTH OF WIRE OR TAPE TO MAKE A LOOP AND ATTACH A "DYMO-TAPr TYPE PLASTIC LABEL WITH THE DESIGNATION "TRACER WIRE''. AUTOMATIC IRRIGATION CONTROLLER AUTOMATIC CONTROLLERS SHALL BE INSTALLED PER DETAILS AT LOCATIONS SHOWN ON THE DRAWINGS WITH EXACT LOCATIONS VERIFlED WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. THE CONTROLLER HOUSING SHALL BE EASILY ACCESSIBLE FOR CONTROLLING AND MAINTENANCE AND SHALL BE PROTECTED AND KEPT CLEAN AT ALL TIMES. SEE DRAWINGS FOR REQUIRED POWER CONNECTIONS FOR CONTROLLER. A LEGIBLE COPY OF A REDUCED AND APPROVED MYLAR RECORD DRAWING OF THE IRRIGATION SYSTEM OPERATED BY EACH CONTROLLER SHALL BE TAPED INSIDE EACH CABINET DOOR. BACKFLOW PREVENTER THE BACKFLOW PREVENTER ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTIJRER'S SPECIFICATIONS, LOCATED AS DIRECTED ON THE DRAWINGS, AND SHALL CONFORM TO ALL APPLICABLE CODE AND ORDINANCE REQUIREMENTS. THE EXACT LOCATION AND POSITIONING SHALL BE VERIFIED ON THE SITE. PRESSURE REGULATOR THE PRESSURE REGULATOR SHALL BE INSTALLED AS INDICATED ON THE DRAWINGS. VERIFY THE FINAL LOCATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE. POST INSTALLATION THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE MAINTENANCE AND PROTECTION OF THE IRRIGATION SYSTEM UNTIL FINAL ACCEPTANCE OF THE WORK IS GIVEN BY THE OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL TURN OVER TO THE OWNER'S ALJTHORIZED REPRESENTATIVE ALL OF THE FOLLOWING SPECIAL EQUIPMENT PRIOR TO FINAL ACCEPTANCE OF THE WORK: CONTROL VALVE KEYS AS REQUIRED BY THE OWNER WRENCHES FOR REMOVING EACH DIFFERENT TYPE OF SPR'INKLER HEAD, IF REQUIRED 4B" TEE WRENCH FOR OPERATING GATE/BALL VALVES QUICK COUPLING KEYS AND HOSE BIBB ASSEMBLIES KEYS FOR OPENING AND LOCKING EACH AUTOMATIC CONTROLLER APPROVED SERVICE MANUALS TO ALL EQUIPMENT THE CONTRACTOR SHALL TRANSMIT TO THE OWNER'S AUTHORIZED REPRESENTATIVE THE RECORD DRAWINGS FOR REVIEW AT LEAST TEN (10) DAYS PRIOR TO THE FINAL SITE CONSTRUCTION OBSERVATION. CLEAN UP AS THE PROJECT PROGRESSES, THE CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING THE WORK. HE SHALL SWEEP AND CLEAN All SIDEWALKS, ASPHALT AND CONCRETE AREAS ADJACENT TO PLANTINGS. END OF SECTION the ___ ..-- plannrn9 element • LANP5CAl"'E A~ITECTU~ PLANNINc.. u~ =-RIDGE CT. e!>N DIE<l>O, CA ~1"5 l<-l~JU.4-21"1 FEBRUARY 11Zl, 1991 /1\ DATE INITIAL ENGINEER OF WORK 5LOFE PLANTING 5T ANDARPS &LOPE& REQUIRINC:i: EROSION CONTf?.OL MEA&URE& AS SPECIFIED 1-lEREIN Sl-lALL BE TREATED WITl-l ONE OR MORE OF Tl-IE FOLLOWIINGi PLANTING! STANDARDS: A. STANDARD•! -COVER CROP/JUTE MESI-I COVERCROP Sl-+ALL 6E A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING! AND FAST COVERINC:i: Cii:RASSES, CLOVERS, AND/OR WILD FLOWERS. SU6MIT Tl-lE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. Tl-lE COVER CROP 51-lALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE '30% COVERAC:i:E WITl-llN Tl-llRTY (30) DAYS. TYPE OF JUTE MESl-l Sl-+ALL BE AS APPROVED BY Tl-lE CITY AND &TAK.ED TO Tl-+E &LOPE AS RECOMMENDED BY Tl-lE MANUFACTURER. JUTE MESl-l Sl-lALL BE REQUIRED ONLY Wl-lEN PLANTING! OCCURS BETWEEN AUeii:UST 1& AND APRIL IS. DURINC:i: Tl-lE REMAINDER OF Tl-lE YEAR, Tl-lE COVER CROP AND/OR JUTE MESl-l MAY BE USED. 13. ST AND ARD ~ -GROUND COVER ' ONE 1-lUNDRED (100%) PERCENT OF Tl-lE AREA Sl-lALL BE PLANTED HITl-l A GROUND COVER KNOWN TO 1-+AVE EXCELLENT SOIL BINDINC:i: Cl-lARACTERISTIC& <PLANTED FROM A MINIMUM 5IZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAC:i:E WIT..!IN ONE YEAR.) C. ST AND ARD ill3 -Low SI--IRUBS LOW SPREADINCii: HOODY $..!RUBS <PLANTED FROM A MINIMUM OF 214 INCi-+ LINERS) Sl-+ALL COVER A MINIMUM OF SEVENTY (10%) PERCENT OF Tl-lE SLOPE FACE <AT MATURE SIZE>. D. STANDARD "4 -TREES AND/OR LA~E SI-IRUB& TREES AND/OR LARGE Sl-lRUBS Sl-lALL BE (FLANTED FROM A MINIMUM I GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PLANT FER TWO 1-+UNDRED (200) SQUARE FEET AREAS OF AFFLICATION <PLANTING) SLOPES -6,1 OR STEEPER AND, A. 3 FEET OR LESS IN VERTICAL l-lEIC$1-lT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM er ANDARD "1 (COVER CROF AND JUTED). e. 4 FEET TO B FEET IN VERTICAL 1-+Eleii:1-+T REQUIRE er ANDARD& "I, "'.2, AND "3. C. IN EXCESS OF B FEET IN VERTICAL 1-+Eleii:l-lT REQUIRE STANDARDS "1, 41'.2, "3 AND "4. 11 AS BUIL T 11 fj~JJ,, IQ20 9Z APPROVED FOR PLANTING RLA Z~ -EXP. 1'2,,,, DATE AND IRRIGATION ONLY, INCLUDING PRECISE REVIE',/ED BY• LOCATION OF PLANTING AREAS. INSPECTOR DATE 1 sHST I CITY OF CARLSBAD I sH8Ts J PLANNING DEPARTMENT IRRIGATION SPECIFICATIONS FOR: SX11cAC1'S !=J..US /..Dr es t!A~L.sa.,JD ~1-1 c,g.J'f'SI t!Ai=!J..ee.AP. CA/.f~IA • APPROVED ft?f~ ti ~~;,z ASSISiANT PLANNING DIRECTOR DATE DWN BY: - I I DRAWING NO. PROJECT NO. DATE INITIAL DATE INITIAL CHKO BY: £:1.f. PD-44'4 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: i;AS. 3?~-11_ I I ,..._ a, 0, .. '<I" 0J 0J 0 ..0 " LL ., ::, f- <.C> f- I U) / U) f- 0 < er. f-x LLJ / U) 0 :,.:: / □ < 0 < / PLANTING SPECIFICATIONS SCOPE AND DESCRIPTION GENERAL DESCRIPTION THE PLANTING INSTALLATION SHALL BE INSTALLED USING THE MATERIALS AS SHOWN ON THE DRAWINGS AND AS CALLED FOR IN THESE SPECIFICATIONS. THE PLANTING AS SHOWN ON THE DRAWINGS IS DIAGRAMMATIC. THE LAYOUT LOCATIONS FOR PLANTS AND OUTLINES OF GROUND COVER TO BE PLANTED SHALL BE ESTABLISHED BY THE CONTRACTOR AT THE TIME OF CONSTRUCTION AND APPROVED AT THE SITE BY THE OWNER'S AUTHORIZED REPRESENTATIVE, PRIOR TO PLANTING. UNLESS OTHERWISE SPECIFIED OR INDICATED ON THE DRAWINGS, THE INSTALLATION OF THE PLANTING SHALL INCLUDE THE FURNISHING, INSTALLING, MAINTAINING, AND GUARANTEEING OF ALL PLANTS AND LAWNS, ALL NECESSARY SPECIALTIES AND ACCESSORIES AND ALL OTHER WORK IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AS REQUIRED FOR A THRIVING LANDSCAPE. SCOPE OF WORK THE WORK CONSISTS OF INSTALLING A THRIVING LANDSCAPE AS SHOWN ON THE DRAWINGS AND AS HEREINAFTER SPECIFIED, INCLUDING Tl-tE FURNISHING OF ALL LABOR, EQUIPMENT, MATERIALS, TRANSPORTATION AND PERMITS AND IN PERFORMING ALL OPERATIONS IN CONNECTION WITH THE INSTALLATION OF THE LANDSCAPE. MATERIALS ALL MATERIALS SHALL BE OF STANDARD, APPROVED, AND FIRST GRADE QUALITY AND SHALL BE IN PRIME CONDITION WHEN INSTALLED AND ACCEPTED. ALL COMMERCIALLY PROCESSED OR PACKAGED MATERIAL SHALL BE DELIVERED TO THE SITE IN THE ORIGINAL UNOPENED CONTAINERS BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS. ALL EXCESS MATERIAL AT THE COMPLETION OF THE INSTALLATION ARE THE PROPERTY OF THE CONTRACTOR AND ARE TO BE REMOVED FROM THE SITE. · DEFINITION AND INTENT OF DOCUMENTS THE CONTRACT DOCUMENTS CONSIST OF THE CONTRACT AGREEMENT, CONDITIONS OF THE CONTRACT, THE DRAWINGS, AND THE SPECIFICATIONS, INCLUDING ALL MODIFICATIONS THEREOF INCORPORATED IN TIHE DOCUMENTS BEFORE THEIR EXECUTION. IT IS SPECIFICALLY AGREED THAT THIS CONTRACT SHALL BE IN ALL RESPECTS CONSTRUED AND INTERPRETED IN ACCORDANCE WITH THE LAWS OF THE STATE AND MUNICIPALITY IN WHICH IT IS EXECUTED. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS CALLED FOR BY ONE SHALL BE AS BINDING AS IF CALLED FOR BY ALL. TIHE INTENT OF THE DOCUMENTS IS TO INCLUDE, UNLESS OTIHERWISE STATED, ALL LABOR, MATERIALS, EQUIPMENT, AND TRANSPORTATION FOR THE PROPER EXECUTION OF THE WORK AND AS REQUIRED FOR A THRIVING LANDSCAPE. OWNER'S AUTHORIZED REPRESENTATIVE THE OWNER SHALL DESIGNATE ONE ( 1) PERSON AS HIS AUTHORIZED REPRESENTATIVE TO WORK WITH THE CONTRACTOR. TIHE REPRESENTATIVE SHALL HAVE FULL AUTHORITY TO APPROVE WORK PERFORMED BY THE CONTRACTOR, MAKE FIELD CHANGES THAT ARE DEEMED NECESSARY AND APPROVE PAYMENT REQUESTS SUBMITTED BY THE CONTRACTOR FOR PAYMENT, PROTECTION OF WORK AND PROPERTY THE CONTRACTOR SHALL MAINTAIN ADEQUATE PROTECTION OF ALL HIS WORK FROM DAMAGE AND SHALL PROTECT THE OWNER'S AND ADJACENT PROPERTY FROM INJURY OR LOSS ARISING FROM THIS CONTRACT. TAXES THE CONTRACTOR SHALL PAY ALL FEDERAL, STATE AND LOCAL SALES AND/OR USE TAXES APPLICABLE TO MATERIALS, PROCESSES OR DEVICES PURCHASED OR USED IN CONNECTION WITH THE WORK UNDER THIS CONTRACT. EXAMINATION AND VERIFICATION OF DRAWINGS AND SITE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPORT TO THE OWNER'S AUTHORIZED REPRESENTATIVE ANY DEVIATIONS BETWEEN THE DRAWINGS, SPECIFICATIONS AND THE SITE. ALL SCALED DIMENSIONS ON THE DRAWINGS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS, QUANTITIES AND GRADE ELEVATIONS, AND SHALL IMMEDIATELY INFORM THE OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. QUANTITIES FOR .PLANT MATERIALS ARE SHOWN FOR CONVENIENCE ONLY, AND ARE NOT GUARANTEED. CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL THE INTENT OF THE DRAWINGS. FAILURE TO DO SO PRIOR TO INSTALLATION OF MATERIAL AND RESULTING IN THE REPLACEMENT AND/OR RELOCATION OF MATERIAL, SHALL BE DONE AT CONTRACTOR'S EXPENSE. ORDINANCES AND REGULATIONS ALL LOCAL, MUNICIPAL AND STATE LAWS AND RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE LANDSCAPE CONTRACTOR. ANYTHING CONTAINED IN THESE SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFLICT WITH ANY OF THE ABOVE MENTIONED RULES, REGULATIONS OR REQUIREMENTS AND WHERE A CONFLICT MAY OCCUR THE RULES, REGULATIONS OR REQUIREMENTS OF THE GOVERNING CODE SHALL TAKE PRECEDENCE. HOWEVER, WHEN THESE SPECIFICATIONS AND/OR DRAWINGS CALL FOR OR DESCRIBE MATERIALS, WORKMANSHIP OR CONSTRUCTION OF A BETTER QUALITY, HIGHER STANDARD OR LARGER SIZE, THESE SPECIFICATIONS AND/OR DRAWINGS SHALL TAKE PRECEDENCE OVER THE REQUIREMENTS OF SAID RULES, REGULATIONS OR CODES. MATERIALS AND WORKMANSHIP WHENEVER AN INERT MATERIAL IS SPECIFIED BY NAME AND/OR NUMBER THEREOF, SUCH SPECIFICATIONS SHALL BE DEEMED TO BE USED FOR THE PURPOSE OF FACILITATING A DESCRIPTION OF THE MATERIALS AND ESTABLISHING QUALJTY, AND SHALL BE DEEMED AND CONSTRUED TO BE FOLLOWED BY THE WORDS "OR APPROVED EQUAL". NO SUBSTITUTIONS WILL BE PERMITTED WHICH HAVE NOT BEEN SUBMITTED FOR PRIOR APPROVAL BY THE OWNER'S AUTHORIZED REPRESENTATIVE AND CITY LANDSCAPE INSPECTOR·. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS AND SHALL BE THE BEST OF THEIR CLASS AND KIND. SUFFICIENT DESCRIPTIVE LITERATURE AND/OR SAMPLES MUST BE FURNISHED FOR ANY MATERIALS SUBMITTED AS "EQUAL" SUBSTITUTES. ALL MATERIALS SHALL BE GUARANTEED FOR A PERIOD OF ONE ( 1) YEAR AGAINST MATERIAL DEFECTS AND WORKMANSHIP. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN A NEAT AND QUALITY MANNER. THE LANDSCAPE ARCHITECT OR THE OWNER'S AUTHORIZED REPRESENTATIVE RESERVES THE RIGHT TO DIRECT THE REMOVAL AND REPLACEMENT OF ANY ITEMS, WHICH IN THEIR OPINION SHALL NOT PRESENT AN ORDERLY AND REASONABLY NEAT QUAUTY APPEARANCE, PROVIDED SUCH ITEM CAN BE PROPERLY INSTALLED IN SUCH ORDERLY WAY BY THE USUAL METHODS IN SUCH WORK. SUCH REMOVAL AND REPLACEMENT SHALL BE DONE, WHEN DIRECTED IN WRITING, AT THE CONTRACTOR'S EXPENSE WITHOUT ADDITIONAL COST TO THE OWNER. PERMITS AND INSPECTIONS ANY PERMITS FOR THE INSTALLATION OR CONSTRUCTION OF ANY OF THE WORK INCLUDED UNDER THIS CONTRACT, WHICH ARE REQUIRED BY ANY OF TIHE LEGALLY CONSTITUTED AUTHORITIES HAVING JURISDICTION, SHALL BE OBTAINED AND PAID FOR BY THE CONTRACTOR, EACH AT THE PROPER TIME. HE SHALL ALSO ARRANGE FOR AND PAY FOR ALL COSTS IN CONNECTION WITH ANY INSPECTIONS AND EXAMINATIONS REQUIRED BY THESE AUTHORITIES. IN ALL CASES, WHERE INSPECTION OF THE LANDSCAPE INSTALLATION WORK IS REQUIRED AND/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE DIRECTION AND/OR OBSERVATION OF THE OWNER'S AUTHORIZED REPRESENTATIVE, THE CONTRACTOR SHALL NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF THE TIME WHEN SUCH OBSERVATION AND/OR DIRECTION IS REQUIRED. ANY NECESSARY RE-EXCAVATION OR ALTERATIONS TO THE INSTALLATION BECAUSE OF FAILURE OF THE CONTRACTOR TD HAVE THE REQUIRED INSPECTIONS/OBSERVATIONS, SHALL BE PERFORMED AT THE CONTRACTOR'S OWN EXPENSE. PURPOSE OF SPECIFICATIONS IT IS THE INTENTION OF THESE SPECIFICATIONS, TOGETHER WITH THE ACCOMPANYING DRAWINGS, TO ACCOMPLISH THE WORK OF INSTALLING A THRIVING LANDSCAPE WHICH WILL GROW IN AN EFFICIENT AND SATISFACTORY MANNER ACCORDING TO THE HIGHEST QUALITY STANDARDS ESTABLISHED BY THE LANDSCAPE INDUSTRY. GUARANTEE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSURE AND GUARANTEE THE WORKMANSHIP AND THE HEALTHY GROWTH OF THE PLANT MATERIAL IN THE AREAS SHOWN ON THE DRAWINGS TO BE LANDSCAPED. THE ENTIRE LANDSCAPE SHALL BE GUARANTEED TO BE COMPLETE AND SATISFACTORY IN EVERY DETAIL FOR THE FOLLOWING PERIODS FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER. ALL TREES INSTALLED UNDER THE CONTRACT SHALL BE GUARANTEED TO LIVE AND GROW IN A HEALTHY CONDITION FOR A PERIOD OF ONE ( 1) YEAR. ALL OTHER PLANT MATERIAL, INCLUDING SHRUBS AND GROUND COVERS, SHALL BE GUARANTEED TO LIVE AND GROW IN A HEALTHY CONDITION FOR A PERIOD OF 30 CALENDAR DAYS. ANY MATERIAL FOUND TO BE DEAD, MISSING 9R IN POOR CONDITION IN THE OPINION OF THE LANDSCAPE ARCHITECT OR THE OWNER'S AUTHORIZED REPRESENTATIVE DURING THE CONTRACT PERIOD SHALL BE REPLACED IMMEDIATELY. MATERIAL FOUND TO BE DEAD OR IN POOR CONDITION WITHIN THE GUARANTEE PERIOD SHALL BE REPLACED WITHIN FIFTEEN (15) DAYS OF WRITTEN NOTIFICATION BY THE OWNER. REPLACEMENT SHALL BE MADE TO THE SAME SPECIFICATIONS REQUIRED FOR THE ORIGINAL PLANTINGS. MATERIAL AND LABOR INVOLVED IN REPLACING MATERIAL SHALL BE SUPPLIED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSES TD THE OWNER AND SHALL AGAIN BE SUBJECT TO THE FULL GUARANTEE PERIOD SPECIFIED IN THIS SECTION. REPLACEMENT DURING THE GUARANTEE PERIOD SHALL BE LIMITED TO REPLACEMENT OF UNHEALTHY PLANTS, AND SHALL NOT INCLUDE LOSS DUE TO VANDALISM, THEFT, OR ADVERSE WEATHER, MATERIAL STORAGE AND CLEANUP THE CONTRACTOR SHALL KEEP THE PREMISES FREE FROM RUBBISH AND DEBRIS AT ALL TIMES AND SHALL ARRANGE HIS MATERIAL STORAGE SD AS NOT TO INTERFERE WITH THE OWNER'S OPERATION OF TIHE JOB. ALL UNUSED MATERIAL, RUBBISH AND DEBRIS SHALL BE REMOVED FROM THE SITE. EQUIPMENT, TOOLS AND LABOR THE CONTRACTOR SHALL FURNISH ALL SUCH EQUIPMENT, TOOLS AND LABOR NECESSARY TO COMPLITE WORK IN AN ACCEPTABLE, TIMELY MANNER. THIS CONTRACT IS BASED ON THE CONTRACTOR FURNISHING AND USING HIS OWN EQUIPMENT, TOOLS AND LABOR WHICH ARE SUITABLE TO CARRY OUT THIS CONTRACT IN A FIRST CLASS MANNER, UNLESS OTHERWISE HEREIN SPECIFIED. USE OF UTILITIES ALL UTILITIES (WATER AND ELECTRICITY) USED DURING THE INSTALLATION OF THE LANDSCAPING FOR THIS PROJECT SHALL BE PAID FOR BY THE GENERAL CONTRACTOR. DURING THE MAINTENANCE PERIOD THE OWNER SHALL BE RESPONSIBLE FOR THE PAYMENT OF THE UTILITIES. CHANGES OR ADDITIONAL WORK THE OWNER, MAY, WITHOUT INVALIDATING THE ORIGINAL CONTRACT. ORDER SUCH CHANGES OR ADDITIONS AS MAY FROM TIME TO TIME BE DEEMED DESIRABLE OR NECESSARY. IN SO DOING, THE CONTRACT PRICE SHALL BE ADJUSTED TO THE MUTUAL AGREEMENT OF THE CONTRACTOR AND THE OWNER, WITH ALL WORK BEING DONE UNDER THE CONDITIONS OF THE ORIGINAL CONTRACT EXCEPT FOR SUCH ADJUSTMENTS IN PRICE AND IN EXTENSION OF TIME AS MAY BE NECESSARY. THE CONTRACTOR SHALL BRING IT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE AND THEY SHALL TOGETHER WORK OUT AN AGREEABLE CHANGE, WHICH MAY BE NECESSITATED BY OTHER CONTRACTORS ON THE JOB. ANY CHANGE IN PRICE BROUGHT ABOUT BY SUCH DEVIATIONS IN CONSTRUCTION OVER ORIGINAL PLANS BY OTHER CONTRACTORS SHALL BE AGREED UPON BY BOTH THE CONTRACTOR AND THE OWNER BEFORE WORK PROCEEDS. TIME OF COMPLETION WHERE A SPECIFIED TIME OF COMPLETION IS SO DESIGNATED IN THE CONTRACT, ALL DELAYS CAUSED BY ANY ACT OF NEGLECT BY THE OWNER OR THE OWNER'S AUTHORIZED REPRESENTATIVE OR BY OTHER CONTRACTORS IN THE CONSTRUCTION OF THE PROJECT OF WHICH THIS WORK IS A PART, CHANGES ORDERED OR NECESSITATED BY DEVIATIONS IN THE GENERAL CONSTRUCTION OR SCHEDULE OF OTHER CONTRACTORS ON THE PROJECT, INCLEMENT WEATHER CONDITIONS, ACTS OF GOD AND ACTS BEYOND THE CONTROL OF THE CONTRACTOR SUCH AS STRIKES, FIRE, LOCKOUTS, UNUSUAL DELAYS IN SHIPMENTS, SHALL NOT BE CAUSE FOR DELAY IN PAYMENT OF PAY REQUESTS AS PRESENTED AND SHALL BE CONSIDERED AS BONA FIDE CAUSES FOR EXTENSIONS OF TIME. THE OWNER AND THE CONTRACTOR SHALL AGREE ON REASONABLE EXTENSION OF TIME. IF CONSTRUCTION CONTRACTOR IS DELAYED IN COMPLETION OF PART OR PARTS OF THE PROJECT SO THAT THE LANDSCAPE CONTRACTOR MUST LEAVE THE JOB AND RETURN AT A LATER DATE TO COMPLETE HIS INSTALLATION, PAYMENTS FOR WORK COMPLETED AND MATERIALS DELIVERED SHALL NOT BE HELD BACK AND EXTENSIONS OF TIME FOR COMPLETION OF WORK SHALL BE GRANTED IF NEEDED. OWNER SHALL REIMBURSE THE CONTRACTOR FOR ANY EXPENSES INCURRED DUE TO THESE DELAYS UNLESS OTHERWISE HEREIN SPECIFIED. INCLEMENT WEATHER WHEN CONDITIONS ARE SUCH, BY REASON OF DROUGHT, HIGH WINDS, EXCESSIVE MOISTURE OR OTHER FACTORS, THAT SATISFACTORY RESULTS ARE NOT LIKELY TO BE OBTAINED, THE WORK SHALL BE STOPPED AND SHALL BE RESUMED ONLY WHEN CONDITIONS ARE AGAIN FAVORABLE AS APPROVED BY THE LANDSCAPE ARCHITECT. SPECIAL CONDITIONS LANDSCAPE DESIGN CHANGES NO CONSIDERATION WILL BE GIVEN TO ANY DESIGN CHANGES UNTIL AFTER THE AWARDING OF THE CONTRACT. SHOULD ANY CHANGES BE DEEMED NECESSARY AFTER AWARD OF CONTRACT, SUCH CHANGES SHALL BE NEGOTIATED BY THE OWNER WITH THE SUCCESSFUL BIDDER AND APPROVED BY THE CITY INSPECTOR. SUBSTITUTIONS AND REJECTIONS ALL PLANTS SHALL BE OF THE SPECIES, VARIETY, SIZE, AGE, FLOWER COLOR AND CONDITION AS SPECIFIED HEREIN AND/OR AS INDICATED ON THE DRAWINGS. UNDER NO CONDITION WILL THERE BE ANY SUBSTITUTION OF PLANT SPECIES, VARIETY, OR REDUCED SIZES FOR THOSE LISTED ON THE ACCOMPANYING DRAWINGS, EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT AND THE CITY LANDSCAPE INSPECTOR. ALL PLANTS NOT CONFORMING TO THE REQUIREMENTS HEREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE, AND SUCH PLANTS, WHETHER IN PLACE OR NOT, SHALL BE MARKED AS REJECTED AND BE IMMEDIATELY REMOVED FROM THE SITE OF THE WORK AND REPLACED WITH ACCEPTABLE PLANT MATERIALS. THE PLANT MATERIALS SHALL MEET ALL APPLICABLE INSPECTIONS REQUIRED BY . LAW. CHANGES IN SCOPE OF WORK ADDITIONS OR DELETIONS IN THE QUANTITY OF WORK AS SET FORTH IN THESE SPECIFICATIONS AND ACCOMPANYING DRAWINGS MAY BE ORDERED BY THE OWNER OR HIS AUTHORIZED REPRESENTATIVE AFTER THE CONTRACT PRICE HAS BEEN ADJUSTED ACCORDINGLY, TO THE SATISFACTION OF THE CITY INSPECTOR, CONTRACTOR AND THE OWNER AND THEY HAVE BEEN ACCEPTED IN WRITING BY THE OWNER. OBSERVATION OBSERVATIONS HEREIN SPECIFIED SHALL BE MADE BY THE OWNER'S AUTHORIZED REPRESENTATIVE AND/OR THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL REQUEST OBSERVATION AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF THE TIME OBSERVATION IS REQUIRED. OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK. ADDITIONAL OBSERVATIONS WILL BE PERFORMED BY THE CITY LANDSCAPE INSPECTOR, INCORPORATION OF SOIL CONDITIONING AND FERTILIZER INTO THE SOIL WHEN TREES AND SHRUBS ARE SPOTTED IN PLACE FOR PLANTING, BUT BEFORE PLANTING HOLES ARE EXCAVATED VERIFICATION OF FINISH GRADES APPLICATION OF PRE-EMERGENCE HERBICIDE WHEN PLANTING, AND ALL OTHER INDICATED OR SPECIFIED WORK, EXCEPT MAINTENANCE PERIOD, HAS BEEN COMPLETED. ACCEPTANCE AND WRITTEN APPROVAL SHALL ESTABLISH THE BEGINNING OF THE MAINTENANCE PERIOD. FINAL OBSERVATION AT COMPLETION OF THE 30-DAY MAINTENANCE PERIOD. THIS OBSERVATION SHALL ESTABLISH THE BEGINNING DATE FOR THE ONE (1) YEAR GUARANTEE OF ALL TREES. THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE DN THE SITE AT THE TIME OF EACH OBSERVATION. ACCEPTANCE UPON COMPLETION OF THE FINAL OBSERVATION AND THE WORK OF THIS SECTION, THE CONTRACTOR WILL BE NOTIFIED IN WRITING WHETHER THE WORK IS ACCEPTABLE AND IF THERE ARE ANY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE. EXCAVATION WORK lITILITIES THE EXACT LOCATION OF ALL EXISTING UTILITIES AND STRUCTURES AND UNDERGROUND UTILITIES, WHICH MAY NOT BE INDICATED ON THE DRAWINGS, SHALL BE DETERMINED BY THE CONTRACTOR AND HE SHALL CONDUCT HIS WORK SD AS TO PREVENT INTERRUPTION OF SERVICE OR DAMAGE TO THEM. THE CONTRACTOR SHALL PROTECT EXISTING STRUCTURES AND UTILITY SERVICES AND BE RESPONSIBLE FOR TIHEIR REPLACEMENT IF DAMAGED BY HIM. IN THE EVENT OF A CONFLICT BETWEEN SUCH LINES AND/OR STRUCTURES AND PLANT LOCATIONS, NOTIFY THE LANDSCAPE ARCHITECT WHO SHALL ARRANGE FOR THE RE-LOCATION OF ONE OR THE OTHER. ADEQUATELY STAKE, BARRICADE, AND PROTECT ALL IRRIGATION EQUIPMENT, MANHOLES, UTILITY LINES AND OTHER EXISTING PROPERTY DURING ALL PHASES OF THE GRADING, SOIL AMENDING OR PLANTING OPERATIONS. FINISH GRADING FINISH GRADES SHALL BE AS INDICATED ON THE CIVIL ENGINEER'S DRAWING; WITH THE UNDERSTANDING THAT THESE GRADES ALLOW WATER TO DRAIN AWAY FROM STRUCTURES TO DRAIN INLETS. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT IMMEDIATELY OF DRAINAGE DISCREPANCIES. FINISH GRADES SHALL BE MEASURED AS THE FINAL COMPACTED AND SETTLED SURFACE GRADES AND SHALL BE WITHIN PLUS OR MINUS 0.1 FEET OF THE SPOT ELEVATIONS AND GRADE LINES INDICATED ON THE CIVIL ENGINEER'S DRAWING. FINISH GRADES SHALL BE MEASURED AT THE TOP SURFACE OF SURFACE MATERIALS, WITH LAWN 1 /2 INCH MINIMUM AND GROUND COVER AREAS 1 INCH MAXIMUM BELOW SIDEWALKS AND CURBS, UNLESS THEY CAUSE IMPROPER DRAINAGE. MOLDING AND ROUNDING OF THE GRADES SHALL BE PROVIDED AT ALL CHANGES IN SLOPE. ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROM TILLAGE, ROTARY TILLING AND ALL OTHER OPERATIONS SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED. FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE WITH ALL SURFACE DRAINAGE AWAY FROM BUILDING, WALLS AND TOWARD ROADWAYS, DRAINS AND CATCH BASINS. FINAL GRADES SHALL BE ACCEPTABLE TO THE OWNER'S AUTHORIZED REPRESENTATIVE AND/DR LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN. PLANTING SURFACES SHALL BE GRADED WITH NO LESS THAN TWO (2) PERCENT SLOPE FDR POSITIVE DRAINAGE. PRODUCTS HERBICIDES PRE-EMERGENCE HERBICIDE SHALL BE SURFLAN, TREFLAN, DYMID OR "APPROVED EQUAL". POST-EMERGENCE CONTACT SPRAY SHALL BE ROUND-UP BY MONSANTO OR "APPROVED EQUAL'', ' GYPSUM GYPSUM SHALL BE A COMMERCIALLY PACKAGED GYPSUM WITH THE ACTIVE INGREDIENT (CALCIUM SULFATE) AT 95% MINIMUM BY VOLUME AND SHALL BE U.S. GYPSUM, DOLMAR, BANDIN! OR "APPROVED EQUAL''. SOIL AMENDMENT SOIL AMENDMENT SHALL BE A COMMERCIALLY PROCESSED SOIL AMENDMENT DERIVED FROM WOOD PRODUCTS, AND SHALL BE WIL-GRO "LIFE'', BUTLER MILLS "SOIL CONDITIONER FOREST HUMUs'', DR "APPROVED EQUAL''. SUBMIT SAMPLE AND ANALYSIS OF MATERIAL FOR APPROVAL TO THE OWNER'S AUTHORIZED REPRESENTATIVE. SOIL SULFUR SOIL SULFUR SHALL BE 98% ELEMENTAL SULFUR AND SHALL BE WIL-GRD, UNION CHEMICALS, BAKER INDUSTRIES OR "APPROVED EQUAL''. FERTILIZER FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN 12% MINIMUM PHOSPHORIC ACID 8% MINIMUM POTASH 8% MINIMUM FERTILIZER SHALL BE GRANULAR, SIMILAR AND EQUAL TO GRO-POWER CONTROLLED RELEASE 12-8-8. PLANTING TABLETS SHALL BE 21 GRAM TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE PLANTING TABLETS WITH THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN 12% MINIMUM PHOSPHORIC ACID 10% MINIMUM POTASH 5% MINIMUM THE ANALYSIS OF THE ABOVE MENTIONED FERTILIZERS IS TO BE USED FOR BIDDING PURPOSES ONLY AND MAY BE MODIFIED BASED ON SOIL TESTS. IRON SULPHATE IRON SULFATE SHALL BE A LONG LASTING PELLETED SOIL SUPPLEMENT, UNIFORM IN COMPOSITION, FREE-FLOWING, SUITABLE FDR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN IRON ZINC TOTAL COMBINED SULFUR SULFATE SULFUR CALCIUM MAGNESIUM COBALT COPPER 1.000% 12.000% 1.000% 17.000% 7.000% 3.000% 1.500% 0.004% 0.060% IRON SULPHATE SHALL BE WIL-GRD, BANDINI, WILSON & GEORGE MEYER OR "APPROVED EQUAL". BACKFILL MIX PLANTING BACKFILL MIX SHALL BE ACCURATELY MEASURED AND THOROUGHLY MIXED AT ONE (1) LOCATION ON THE PROJECT SITE AND SHALL CONSIST OF THE FOLLOWING: 6 PARTS BY VOLUME TOPSOIL 4 PARTS BY VOLUME SOIL AMENDMENT . 4 POUNDS OF COMMERCIAL FERTILIZER (12-8-8) PER CUBIC YARD OF MIX 2 POUNDS IRON SULFATE PER CUBIC YARD OF MIX 1 POUND SOIL SULFUR PER CUBIC YARD OF MIX 12 POUNDS GYPSUM PER CUBIC YARD OF MIX THE COMPOSITION OF THIS BACKFILL MIX IS TO BE USED FOR BIDDING PURPOSES ONLY AND MAY BE MODIFIED BASED ON SOIL TESTS. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. JI AS BUIL T'1 ~:w;Bf ~i._~_~/95'~-/j. Zd~:T: REVIEWED BY• INSPECTOR DATE UPON THE COMPLETION OF GRADING PRIOR TO PLANTING ,\\\\\\\\\ II 111 I ll//fl11i11, #° \,~\\DSCAp,,:'4'~ I SH;-:.T I CITY OF CARLSBAD I SH~ETS I l----+--f----------------t---t---t------1------1 Q PLANNING DEPARTMENT ~ 1---+---+---------------+--+---+---+---t APPROVAL OF PLANT MATERIALS the. ____ _ ~ lann r n9 element • LAND&c.Af'>E ARCI-IITECTU!iii:E FLA.l>NING .. ~ eAe'IU&!'<ioa.E er. &AN C>IE<r,e>, c,.o, '0211:>& (,r,~12 .. ,H, .. 1 & ~ ~--.::.:-0 ~ ;':/' ~" ., ""' $-~ .L.A. 2585 ~~ ~~· ~~ !ff~ ELAINE A. SITZ ;:i~ -~ U11i'Mnf;~l Ej ~ U,V.l'..,.I( ,. ~ ~ l ~ ~&. ~£¥ ¾~,., Exp z/~ §# %, J> -=----'{'Ii & '¾,11, Of Cl.\\~~$ WI/I/fl// II 111 I 11 I \\\\\I~ DA TE INlllAL ENGINEER OF WORK REVISION DESCRIPTION PLANTING SPECIFICATIONS FOR: EXi~CT6 Fl.US /.tlT llP CA1'.1.&e.1'.C" -~llo'QI CIINTme ~, CAJ./~IA _AP-PR_o_vE_D -b~~;L-,,L-/'f!.=;=J= ___ ft,.J. f Z ASSISTANT PLANi11NG DIRECTOR OATE DWN BY: • DATE INITIAL □ATE INl'TlAL CHKD BY: IIA.i. OTHER APPROVAL CITY APPROVAL RVWD BY: §'.4§ I DRAWING NO . 363'-I L □L-----------------------------------------------------------------------------------------------;;C.:-;;,M::rT,kJ'.r=::D.;--, 7~5i"7=r.:-:z7°'_f-"2,,,.,._,., ....... <D -st- I'-- !") N 0 ..0 " lL C 0 ::E: l'--- f-::c U) / U) f-u < Cl:: f-x w / U) Cl :.:: / Cl '<e( u < / BARK MULCH BARK MULCH SHALL BE PINE OR FlR BARK CONSISTING OF BARK CHIPS, GRADED GRADED TO APPROXIMATELY 1 /2" TO 1" SIZE, CLEAN AND FREE OF DEBRIS. CONTRACTOR SHALL SUBMIT 1/2 CUBIC FOOT OF BARK MULCH TO THE OWNER'S AUTHORIZED REPRESENTATIVE & CITY INSPECTOR FOR SAMPLE REVIEW AND APPROVAL. STAKING MATERIALS TREE STAKES SHALL BE TWO (2) INCH NOMINAL DIAMETER BY TEN (10) FDOT LENGTH LODGEPOLE PINE STAKES POINTED ON ONE ( 1) END TREATED WITH COPPER NAPTHANATE. TREE TIES SHALL BE CINCH-TIE OR • APPROVED EQUAl'.'. GUYING MATERIALS GUY WIRES SHALL BE OF PLIABLE, ZINC-COATED STEEL OF NO. 12 GAUGE. ANCHORS (DEADMEN) FOR HOLDING GUY WIRES SHALL BE OF 4" X4" SOLID LUMBER, 1 '-6" IN LENGTH. HOSE FOR COVERING WIRE SHALL BE OF TWO (2) PLY REINFORCED RUBBER, USED OR NEW, GARDEN HOSE TYPE OF AT LEAST 1 /2 INCH IN DIAMETER. FLAGS, TO BE ATTACHED TO GUYS, SHALL BE OF WHITE PVC PIPE, 1 /2 INCH IN DIAMETER AND FOUR (4) FEET LONG FOR TURF AREAS AND SHALL BE OF SURGICAL TUBING, 1 /8 INCH IN DIAMETER AND FOUR ( 4) FEET LONG, AND OF UNIFORM THICKNESS FOR OTHER AREAS. ROOT BARRIER ROOT BARRIER SHALL BE A ROOT ZONE POLYETHYLENE AND CARBON BARRIER, MADE OF TYPAR SPUNBONDED POLYPROPYLENE WITH TRIFLURALIN TIME-RELEASE NODULES, MANUFACTURED BY REEMAY, INC., OR "APPROVED EQUAl'.'. (DP ~ "DEEP ROOT') PLANT MATERIALS THE SCIENTIFIC AND COMMON NAMES OF PLANTS HEREIN SPECIFIED SHALL CONFORM WITH THE APPROVED NAMES GIVEN IN "A CHECKLIST OF WOODY ORNAMENTAL PLANTS OF CALIFORNIA", PUBLISHED BY THE UNIVERSITY OF CALIFORNIA, COLLEGE OF AGRICULTURE, MANUAL 32 ( 1963). QUALITY AND SIZE OF ALL PLANTS SHALL BE NUMBER ONE ( 1 ). THEY SHALL BE VIGOROUS, OF NORMAL GROWTH, FREE FROM DISEASE, INSECTS, INSECT EGGS AND MEET OR EXCEED THE MEASUREMENTS SPECIFIED. CONTAINER STOCK (1 GALLON, 5 GALLON, 15 GALLON AND BOX SIZES) SHALL HAVE GROWN IN THEIR CONTAINERS FOR AT LEAST SIX (6) MONTHS, BUT NOT OVER TWO (2) YEARS. NO CONTAINER PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH, WHEN TAKEN FROM THE CONTAINER, SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES WITH DAMAGED ROOTS OR BROKEN BALLS SHALL BE PLANTED. PRUNING SHALL NOT BE DONE, PRIOR TO DELIVERY, EXCEPT BY WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. INSPECTION OF PLANT MATERIALS, REQUIRED BY CITY, COUNTY OR STATE AUTHORITIES, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ANO WHERE NECESSARY HE SHALL HAVE SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF PLANTS TO SITE. PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL OR REJECTION, AT THE PROJECT SITE AT ANY TIME BEFORE OR DURING PROGRESS OF WORK, FOR SIZE, VARIETY, CONDITION, LATENT DEFECTS AND INJURIES. REJECTED PLANTS SHALL BE REMOVED FORM THE PROJECT SITE IMMEDIATELY. SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT THAT IF PROOF IS SUBMITTED THAT ANY PLANT SPECIFIED IS NOT OBTAINABLE, A PROPOSAL WILL BE CONSIDERED FOR USE OF THE NEAREST EQUIVALENT SIZE OR VARIETY AND COST. ALL SUBSTITUTIONS ARE SUBJECT TO THE LANDSCAPE ARCHITECT'S & CITY LANDSCAPE INSPECTOR'S APPROVAL. QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK SHOWN ON THE DRAWINGS. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO INSPECT ROOT CONDITION OF ANY SPECIES, PARTICULARLY THOSE GROWN FROM SEED, AND IF FOUND DEFECTIVE, TO REJECT THE PLANTS REPRESENTED BY THE DEFECTIVE SAMPLE. GROUND COVER PLANTS Sl:IALL BE HEALTHY, VIGOROUS ROOTED CUTTINGS GROWN IN FLATS UNTIL TRANSPLANTING, UNLESS OTHERWISE SPECIFIED HEREIN. LAWN SOD SHALL BE A FULLY MATURE AND LIVING SOD AND WELL MAINTAINED. SOD SHALL BE DELIVERED, FRESHLY CUT IN A HEALTHY WEED-FREE CONDITION WITH ADEQUATE MOISTURE CONTENT, WITHIN 24 HOURS AFTER CUTTING AND BE KEPT COOL AND MOIST AT ALL TIMES. JUTE MATTING JUTE MATTING SHALL BE OF HEMP MATERIAL WHICH IS HEAVY JUTE MESH OF A UNIFORM PLAIN OPEN WEAVE OF UNBLEACHED SINGLE JUTE YARN. THE JUTE MESH SHALL BE FURNISHED IN APPROXIMATELY 90 POUND ROLL STRIPS. TYPE OF JUTE MESH SHALL BE AS APPROVED BY THE CITY & STAKED TO TO SLOPE AS RECOMMENDED BY THE MANUFACTURER. TOPSOIL TOPSOIL, IF REQUIRED, TO BRING SOIL UP TO GRADE OR FOR USE IN CRIB WALL BACKFILL MIX SHALL BE APPROVED STOCKPILED ON-SITE TOPSOIL OR IMPORTED FROM A SOURCE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. AN AGRICULTURAL SOILS TEST SHALL BE PERFORMED AND SUBMITTED TO THE OWNER'S AUTHORIZED REPRESENTATIVE AND THE CITY LANDSCAPE INSPECTOR, PRIOR TO INCORPORATION OR PLANTING. EXECUTION WEED ERADICATION PRIOR TO PLANTING, ERADICATE ALL WEEDS WITHIN THE LIMITS OF WORK IN THE FOLLOWING MANNER: IRRIGATE TWICE EACH DAY FOR APPROXIMATELY TEN (10) MINUTES EACH WATERING FOR A PERIOD OF FOURTEEN (14) CALENDAR DAYS. APPLY ROUND-UP POST-EMERGENT (NO KNOWN EQUAL) WEED SPRAY ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. TAKE CARE TO PROTECT EXISTING PLANT MATERIAL WHICH IS TO REMAIN AS SHOWN ON THE PLANS. HERBICIDEAPPLICATOR SHALL BE LICENSED BY THE STATE OF CALIFORNIA WAIT THE REQUIRED PERIOD FOR THE POST-EMERGENT TD TAKE EFFECT (APPROXIMATELY 7-14 DAYS). PHYSICALLY REMOVE ALL WEEDS DEAD OR ALIVE WITHIN THE LIMITS OF THE WORK. SPRAY ALL PLANTING AREAS WHICH ARE NOT TO BE HYDROSEEDED OR HAND SEEDED WITH A PRE-EMERGENT HERBICIDE, PER MANUFACTURER'S SPECIFICATIONS, IMMEDIATELY BEFORE OR AFTER PLANTING OF ROOTED GROUND COVERS, THE HERBICIDE SHALL BE APPLIED TO DRY SOIL, THEN, WITHIN ONE ( 1) HOUR OF APPLICATION, SHALL BE INCORPORATED INTO THE SOIL BY IRRIGATION FOR A MINIMUM OF 15 MINUTES. AVOID WATER RUN-OFF OR SOIL EROSION AFTER THE PRE-EMERGENT HERBICIDE HAS BEEN APPLIED. SOIL AMENDING, FERTILIZING AND ROTARY TILLING AFTER THE AREAS HAVE BEEN GRADED, THE FOLLOWING RATES OF SOIL CONDITIONING AND AMENDMENT MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS AND SHALL BE THOROUGHLY SCARIFIED TO AN AVERAGE DEPTH OF SIX (6) INCHES BY ROTARY TILLING A MINIMUM TO TWO (2) ALTERNATING PASSES. AN AGRICULTURAL SOILS REPORT SHALL BE TAKEN AT THE CONCLUSION OF ROUGH GRADING, SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LAB PRE APPROVED THE CITY. THE FOLLOWING IS TO BE USED AS A BASIS FOR BIDDING AND MAY BE MODIFIED BASED ON THE RESULTS OF THE SOILS REPORT. RESULTS & RECOMMENDATIONS OF THE SOIL TESTING LAB SHALL BE APPROVED BY THE CITY AS PER THE LANDSCAPE MANUAL. MATERIAL PER 1,000 SQ. FT. 4 CU. YDS. 20 LBS. 20 LBS. SOIL AMENDMENT SOIL SULPHUR IRON SULPHATE GYPSUM FERTILIZER 1 OD LBS. 20 LBS. THE THOROUGHNESS AND COMPLETENESS OF THE ROTARY TILLING AND INCORPORATION OF THE SOIL CONDITIONERS/AMENDMENTS SHALL BE ACCEPTABLE TO THE OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT. ON SLOPES 2: 1 AND STEEPER, AS PER THE DRAWINGS, OMIT SOIL CONDITIONER APPLICATION AND TILLING. ALL SOIL SHALL BE THOROUGHLY LEACHED BEFORE PLANTING. PLANTING THE LAYOUT OF LOCATIONS FOR PLANTS AND OUTLINES OF GROUND COVER TD BE PLANTED SHALL BE APPROVED ON THE SITE BY THE OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT, PRIOR TO THEIR PLANTING. ALL SUCH LOCATIONS SHALL BE CHECKED FOR POSSIBLE INTERFERENCE WITH EXISTING UNDERGROUND PIPING, PRIOR TO EXCAVATION OF HOLES. IF UNDERGROUND CONSTRUCTION OR UTILITY LINES ARE ENCOUNTERED IN THE EXCAVATION OF PLANTING AREAS, OTHER LOCATIONS FOR THE PLANTING MAY BE SELECTED BY THE LANDSCAPE ARCHITECT. DAMAGE TO EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. TREES, SHRUBS AND VINES ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDES WITH ROUGHENED SURFACES AND SHALL BE OF THE MINIMUM SIZES INDICATED ON THE DETAILED DRAWINGS. HOLES SHALL BE, IN ALL CASES, LARGE ENOUGH TO PERMIT HANDLING AND PLANTING WITHOUT INJURY OR BREAKAGE OF ROOT BALLS OR ROOTS EXCAVATION SHALL INCLUDE THE STRIPPING AND STACKING OF ALL AMENDED TOPSOIL ENCOUNTERED WITHIN THE AREAS TO BE EXCAVATED FOR PLANT PITS AND PLANTING BEDS. PROTECT ALL AREAS THAT ARE TO BE TRUCKED OVER AND UPON WHICH SOIL IS TO BE TEMPORARILY STACKED PENDING ITS RE-USE FOR THE FILLING OF HOLES, PITS AND BEDS. PLANTS IN METAL CONTAINERS SHALL HAVE THE CANS OPENED BY CUTTING VERTICALLY ON OPPOSITE SIDES OF EACH CAN WITH NURSERY CAN OPENERS, TIN SNIPS OR OTHER APPROVED INSTRUMENTS FOR THIS PURPOSE. ALL USED CANS SHALL BE REMOVED TO THE STORAGE AREA OR FROM THE SITE DAILY. THE PLANTS SHALL BE PLANTED AT APPROVED LOCATIONS WITH HERETOFORE SPECIFlED AMENDMENTS AND SOIL PLANTING BACKFILL. THE PLANTS SHALL BE PLACED IN THE PLANTING PITS ON THE BACKFILL MATERIAL WHICH HAS BEEN WATER SETTLED TO THE ROOT BALL BASE LEVELS PRIOR TO THE PLACEMENT OF THE PLANTS. AFTER SETTING THE PLANTS, THE REMAINING BACKFILL MATERIAL SHALL BE CAREF1JLLY TAMPED AND SETTLED AROUND EACH ROOT BALL TO FILL ALL VOIDS EACH TREE AND SHRUB SHALL BE PLACED IN THE CENTER OF THE HOLE AND SHALL BE SET PLUMB AND HELD RIGIDLY IN POSITION UNTIL THE PLANTING BACKFILL HAS BEEN TAMPED AROUND EACH ROOT BALL. ALL PLANTS SHALL BE SET AT SUCH A LEVEL THAT AFTER SETTLING THEY BEAR THE SAME RELATIONSHIP TO THE SURROUNDING FINISH GRADE AS THEY BORE TO THE SOIL LINE GRADE IN THE CONTAINER, UNLESS OTHERWISE NOTED. PLANTING TABLETS SHALL BE PLACED IN EACH PLANTING HOLE AT THE FOLLOWING RATES: SPECIMEN TREES 15 GALLON TREES 5 GALLON TREES AND SHRUBS 1 GALLON TREES AND SHRUBS FLATS SIZE PLANTS 1-21 GRAM TABLET PER 4" OF BOX SIZE 6-21 GRAM TABLETS PER PLANT 4-21 GRAM TABLETS PER PLANT 2-21 GRAM TABLETS PER PLANT 1-5 GRAM TABLETS PER PLANT NO PLANT WILL BE ACCEPTED IF THE ROOT BALL IS BROKEN OR CRACKED, EITHER BEFORE, DURING, OR AFTER THE PROCESS OF INSTALLATION. ALL PLANTS SHALL BE THOROUGHLY WATERED IN TO THE FULL DEPTH OF EACH PLANTING HOLE IMMEDIATELY AFTER PLANTING. ALL TREES, 15 GALLON AND LARGER, SHALL BE STAKED WITH TWO (2) LODGE - POLE STAKES, DRIVEN INTO THE GROUND ON OPPOSITE SIDES OF THE TREE. THE STAKES SHALL BE DRIVEN IN PLUMB AND SECURE. SPECIAL CARE SHALL BE TAKEN THAT THE DRIVING IN OF THE STAKE DOES NOT DAMAGE THE TREE ROOTS OR ROOT BALL. TREE TIES SHALL BE FASTENED TO EACH TREE AND STAKE ACCORDING TO MANUFACTURER'S INSTRUCTIONS. ALL SPECIMEN TREES 24" BOX AND LARGER ARE TO BE GUYED AS DETAILED, UNLESS OTHERWISE NOTED. THE STAKING AND GUYING SHALL BE ACCOMPLISHED IN SUCH A MANNER AS TO INSURE THE PROPER AND HEALTHY GROWTH AND SAFETY OF THE PLANTS, PROPERTY, AND THE PUBLIC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE AND SUB- SURFACE DRAINAGE REQUIRED WHICH MAY AFFECT HIS GUARANTEE OF THE TREES, SHRUBS AND VINES. PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL TREES, SHRUBS AND VINES WHEN NECESSARY TO PROVIDE THE SPECIFIED OR APPROVED STANDARD SHAPES, FORM AND/OR SIZES CHARACTERISTIC TO EACH PLANT. PRUNING MAY INCLUDE THINNING, AND/OR CUTTING AND SHALL BE UNDER THE DIRECTION OF THE LANDSCAPE ARCHITECT. CUTS OVER 3/ 4'' IN DIAMETER SHALL BE PAINTED WITH AN APPROVED TREE SEALANT. GROUND COVERS GROUND COVERS SHALL BE PLANTED IN THE AREAS INDICATED ON THE DRAWINGS. THE GROUND COVER PLANTS SHALL BE ROOTED CUTTINGS GROWN IN FLATS, UNLESS OTHERWISE NOTED HEREIN, AND SHALL REMAIN IN THOSE FLATS UNTIL TRANSPLANTING. ALL GROUND COVER PLANTS SHALL BE PLANTED WITH SOIL AROUND ROOTS IN STAGGERED ROWS, EVENLY SPACED AT THE INTERVALS CALLED OUT ON THE DRAWINGS. THE GROUND COVER PLANTS SHALL BE PLANTED SUFFICIENTLY DEEP TO COVER ALL ROOTS AND SHALL BE IMMEDIATELY SPRINKLED AFTER PLANTING UNTIL THE ENTIRE AREA IS SOAKED TO THE FULL DEPTH OF ALL HOLES. THE GROUND COVER PLANTING AREAS SHALL BE HAND SMOOTHED AFTER PLANTING TO PROVIDE AN EVEN, SMOOTH FINAL FlNISH GRADE. THREE (3) INCH LAYER BARK MULCH SHALL BE ADDED IN ALL NON-TURF PLANTIN AREAS, LAWN -SOD AFTER LAWN AREAS WHICH ARE TO BE SODDED ARIE ROTARY TILLED, SOIL AMENDMENTS INCORPORATED, ROCKES AND DEBRIS REMOVED, THE CONTRACTOR SHALL INSTALL APPROVED SOD. PRIOR TO PLACEMENT OF SOD, THE AREAS SHALL BE FINISH GRADED SMOOTH WITH A UNIFORM GRADE BETWEEN WALKS, CURBS, STEPS AND BUILDINGS. THE CONTRACTOR SHALL OBTAIN APPROVAL OF FINISH GRADES PRIOR TO PLACEMENT OF SOD FROM THE OWNER'S AUTHORIZED REPRESENTATIVE. SOD SHALL BE LAID IN STAGGERED ROWS, FOLLOWING THE GRADE ELEVATIONS. (DO NOT LAY SOD PERPENDICULAR TO SLOPE OR GRADE.) SODDED AREAS SHALL BE THOROUGHLY WATERED AND KEPT CONTINUOUSLY MOIST AS REQUIRED. SODDED AREAS WHICH DO NOT SHOW A PROMPT CATCH OF GRASS WITHIN TEN (1 O) DAYS AFTER INSTALLATION SHALL BE RE-SODDED UNTIL AN ACCEPTABLE STAND OF GRASS IS ASSURED. POST INSTALLATION PLANT ESTABLISHMENT AND MAINTENANCE THE PLANT ESTABLISHMENT AND LANDSCAPE MAINTENANCE PERIOD BEGINS ON THE DAY ALL WORK ON THIS PROJECT IS COMPLETE, CHECKED, ACCEPTED AND WRITTEN APPROVAL FROM THE OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT IS GIVEN TO BEGIN THE PLANT ESTABLISHMENT AND MAINTENANCE PERIOD, AND SHALL CONTINUE THEREAFTER FOR 30 CALENDAR DAYS. THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL THE PLANTING AREAS OF THE CONTRACT, INCLUDING CONTAINER PLANTING, DURING THE ENTIRE CONTRACT CONSTRUCTION PERIOD AS WELL AS THE PLANT .ESTABLISHMENT AND MAINTENANCE PERIOD. REGULAR PLANTING MAINTENANCE OPERATIONS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT OR LAWN IS PLANTED. PLANTS SHALL BE KEPT IN A HEALTHY, GROWING CONDITION AND IN A VISUALLY PLEASING APPEARANCE BY WATERING, PRUNING, MOWING ROLLING, TRIMMING, EDGING, FERTILIZING, RE- STAKING, PEST AND DISEASE CONTROLLING, SPRAYING, SEEDING, CLEANING UP AND ANY OTHER NECESSARY OPERATIONS OF MAINTENANCE. THE LANDSCAPED AREAS SHALL BE KEPT FREE OF WEEDS, NOXIOUS GRASS AND ALL OTHER UNDESIRED VEGETATIVE GROWTH AND ALL DEBRIS. ALL PLANTS FOUND TO BE DEAD OR IN AN IMPAIRED CONDITION SHALL BE RE:PLACED IMMEDIATELY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION OF THE AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT HIS EXPENSE. ALL LAWNS SHALL BE FERTILIZED WrTH THE HERETOFORE SPECIFIED FERTILIZER ON A REGULAR FOUR-WEEK SCHEDULE FROM THE TIME THE LAWNS ARE PLANTED UNTIL FINAL ACCEPTANCE. THE FERTILIZER SHALL BE APPLIED UNIFORMLY AT THE RATE OF THIRTY 130) POUNDS PER 1,000 SQUARE FEET. WATERING SHALL WATERING SHALL MMEDIATELY FOLLOW FERTILIZING. LAWN AREAS THAT REQUIRE RE-SODDING OR RE-SEEDING WILL BE DESIGNATED BY OWNER'S AUTHORIZED REPRESENTATIVE AND/OR THE LANDSCAPE ARCHITECT. THE RE-WORK SHALL BE WITH THE MATERIALS SPECIFIED HEREINABOVE AND BE IN A MANNER THAT WILL CAUSE A MINIMUM OF DISTURBANCE TO THE EXISTING STAND OF GRASS. ALL LAWN AREAS SHALL BE KEPT MOIST. DURING THE ESTABLISHMENT PERIOD. THE CONTRACTOR MAY HAVE TO MANUALLY CONTROL IRRIGATION SYSTEMS ALL LAWN AREAS SHALL BE MOWED AND EDGED REGULARLY ON A SCHEDULE OF EVERY SEVENTH DAY MAXIMUM, UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT. PLANTINGS SHALL BE INSPECTED AT LEAST TWO (2) TIMES PER WEEK BY THE CONTRACTOR AND AT LEAST TWO (2) TIMES PER MONTH BY THE CONTRACTOR IN THE COMPANY OF THE OWNER'S AUTHORIZED REPRESENTATIVE THROUGHOUT THE PLANT ESTABLISHMENT AND MAINTENANCE PERIOD AND ALL NECESSARY MAINTENANCE TO KEEP THE PLANTS IN PRIME CONDITION SHALL BE PERFORMED PROMPTLY. THE CONTRACTOR SHALL FILE Bl-WEEKLY MAINTENANCE REPORTS WITH THE OWNER'S AUTHORIZED REPRESENTATIVE INDICATING ALL WORK THAT HAS BEEN COMPLETED DURING THAT PERIOD AND ANY ANTICIPATED PROBLEM INVOLVING HIS ADDITIONAL WORK. ADDITIONAL WATERING WILL BE REQUIRED WHEN IN THE OPINION OF THE LANDSCAPE ARCHITECT, THE SOIL MOISTURE IS BELOW OPTIMUM LEVEL FOR THE BEST PLANT GROWTH, DURING THE PLANT ESTABLISHMENT AND MAINTENANCE PERIOD, PLANTS WHICH DIE OR WHICH ARE IN AN UNHEALTHY OR IMPAIRED CONDITION SHALL BE .REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. NO REPLACEMENT PLANTING SHALL BE DONE AT TIMES WHICH ARE UNFAVORABLE FOR PLANTING. AT THE CONCLUSION OF THE PLANT ESTABLISHMENT AND MAINTENANCE PERIOD, THE LANDSCAPE ARCHITECT WILL REVIEW ALL OF THE PLANTS TO DETERMINE THEIR CONDITION AND ALL PLANTING FOUND TO BE DEAD OR IN AN IMPAIRED CONDITION SHALL BE REPLACED IMMEDIATELY BY THE CONTRACTOR. IMPROPER MAINTENANCE AND/OR POSSIBLE POOR CONDITION OF PLANTED MATERIAL AT THE SCHEDULED END OF THE CONTRACT LANDSCAPE MAINTENANCE PERIOD WILL CAUSE POSTPONEMENT OF THE FINAL ACCEPTANCE OF THE CONTRACT WORK BY THE OWNER. MAINTENANCE SHALL BE CONTINUED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER UNTIL ALL WORK MEETS THE CONTRACT REQUIREMENTS AND IS ACCEPTED. CLEAN UP OF PREMISES THE CONTRACTOR SHALL KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND DEBRIS. UPON COMPLETION OF THE PROJECT, HE SHALL REMOVE ALL WASTE AND SURPLUS MATERIALS FROM THE SITE AND SHALL BROOM CLEAN AND WASH DOWN ALL PAVING AND WALKS WITHIN THE CONTRACT AREAS LEAVING THE PREMISES IN A CLEAN CONDITION. ARDEN HOSE INE OF SLOPE (IF---, LOPE PLANTING) .----5' SURGICAL TUBIN OVER #12 GAUGE WIRE 11 X 4" X 24tt EDWOOD EADMAN LANTING TABLE:t--~-4:...:_ ACKFILL MIX ------l,;..._~.:.. ' •: .. · .._.' " ,----4'' EARTH BER FINISH GRAD I t-u.. X W Cl . '\ . . ·. . .. . .. SEE SPECS) '--..;,_~___.._~....._;,_.,.....,1.. ______ ___1 2 x BALL DEPTH ·C T~E PLANTING -GUYING NO SCALE . LINE OF SLOPE (IF SLOPE FLANTINGJ ~~·I·-~- ••• 2 x SALL DEF7J.l A S~RUB PLANTING NO SCALE CINCJ.l TIE T~E TIES < 4) < 011e EQ.J LINE OF 5LOPE <IF SLOPE PLANTING) FINISH GRADE ~-2 LODGEFOLE I _..1..--STAKES PLANTING T ASLET SACK.FILL MIX (SEE 5PEC5J . . .. _. . · .. .: . ·. .. 2 x 6ALL WIDTl-l _j _j :r ;at ill x 0' N . \I.I e T~E PLANTING -DOUBLE er AKINC:s NO SCALE APPROVED FOR PLANTING AND IRRIGA llON ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. // AS BUIL T1' REVIE'w'ED BY• INSPECTOR DATE FOR LAWN AREAS WHICH DO NOT RECEIVE OPTIMUM WATER FROM THE PRESENT IRRIGATION TIMING TO FULLY BRING UP THE LAWN DURING WINDY PERIODS ~,,111111111111111111111141 AND/OR HOT WEATHER. #"~ \~~DSCA;j'¾, I S1HEET I CITY OF CARLSBAD I SHi2ETS I ~====~====t=============================1====j====1=====1====! PLANNING DEPARTMENT ~ the ___ _ plannr n9 element • LAND6CAPE A~ITECTUIE PLANNINa. ,._,,.. eAC'!Ue"'IPGE Ct. SAN l:>IE<'<a, cA "2111>1> (♦IO/;l&4•2"~ #~ ~~ ~!!. .L.A. 2585 ~~ ft) E)flNE A. SffZ S.\ ~~ if11w10 n 11.1.10,ti E~ ~ U/),N'V..... //. 'i)f/14 ~ -::.: ~ ~~ ~& '\%,;~ .. Exp 2/9';/ .,,_i;,ff ':?,; ✓:e ----:--._'-'I" ,£ii ¾,1, Of C ~ \, \ ~,# '////////// 111111 I\\\\\\\\~ PLANTING SPECIFICATION & DETAILS FOR; ExTlilAC"/"S PL.US /.OT 96 CAR/.ee,,:i.:;> ~1-1 CliN11iJ:/ CARL.eet.o, c::4/..f~l//,l(J FE6RUARY IIZl, ISS1 o....._ _____________________________________________________________________ ..;_ _________________ -================:::;:::::::::~:::::::::::::::::::..J c. ,I ' 1· ELECTr<!IC VALYE PLASTIC vALYE 60X W/ PURPLE COYER ~-WIRE CONNECTORS CONTROLLER~ 13' MIN. -WALL QUICK COUPLER W/ LOCKING PURPLE CAP ,.... en en en 0 .. en 0 .., ., lL 0 :,: co >- MAIN SUPPLY LIN TRENCH eACKFIL: '-4' NOTES, LATE~L LINE FINISH GRADE L TAPE: AND 6UNDLE: WIRING AT 10' INTE:RVAL5. 2. ALL WIRING TO 6E INSTALLED IN ACCORDANCE WITH LOCAL CODE. 3. TIE: A LOOSE 20' LOOP IN ALL WIRING AT CHANGES o DIRECTION GREATER THAN 307. UNTIE ALL LOOPS AFTER ALL CONNECTIONS HAVE 6EEN MADE:. 4. ALL PLASTIC PIPING TO 6E SNAKED IN TRENCHES TO ALLOW EXPANSION AND CONTRACTION OF PIPE. 5. DO NOT LAY LATERAL LINES DIRECTLY ABOVE MAINLINE. NO SCALE I TRENCl-41NG RAINBIF<D 5EB-6 EMITTER eox-~ W/ PURPLE COVER RAIN6IRD EMl6-MIOI ~-DRIP EMITTER RAIN6IRD DSC-1Zl25 6UG CAP \ ~ RAINBIRD T5-1Zl25 / STAKE ----~- MARLEX STREET-"' ELLS PVC SCI-!. 40 ELL TEE OR ELL NOTES, ~-FINISH GRADE RAIN6IRD RBT-l61Z'V DRIP TUBE -INST ALL ON TOP OF SOIL, AND UNDER MINI 6ARK CHIPS 1----+pvc SCH. e!Zl RISER -~ PVC LATERAL see DETAIL 'L' FOR~ END OF LINE: FLUSH VALYE. I. ALL THREADED CONNECTIONS TO BE SEALED WITH TEFLON TAFEOR COATED UJITH 'RECTORSEAL NO. 5'. J DRIP EMITTE~ ~-FINISHED GRADE .---R,OUND VAL YE BOX W/ PURPLE LID AUTOMATIC FLUSH VALVE ·-1·- ··-I -, ,' •. ...l, ,-, 1 •• _,-;"i'~ NO SCALE DRIP PVC LATERAL 3/4' PEA GRAVEL SUMP, I CU. FT. IN SAND 1.5 CU. FT. IN LOAM I CONCRE:TE: BRICK ~ (4 REQUIRED)-~ en 2 CU. FT IN CLAY NOTE, f-u <( 0:: f-x w / en q :,.:: / D < I. COMPACT50IL AROUND VALVE 60XTO SAME DENSITY AS UNDISTURBED ADJACENT SOIL. 2. VALYE BOXES SHALL 6E GROUPED TOGETHER WHERE P055I6LE. 3. VALVE BOX $1-!ALL BE 12' MINIMUM FROM ALL PAVED AREAS, WALKS OR 6UILDING6. TO SFRINKLERS COMMON WIRE: (TO OTHER VAL YES ON 5AM CONTROLLER) 3" FVC SCH. Bi?> NIFFLE PVC SCH. Bi?> NIFFLE FINISH GRADE ,-----+-WC5 C05-l-!vll CENTRAL OYER RIDE SYSTEM RECEIVER PVC SCI-!.\ 4i?> ELL • ~ TO CONTRL. <LENGTH AS REQU;:..:_l'....:RE:'.:..'.:D~) ___ -,---c=7------,-, MAIN SUPPLY LINE NOTES, FVC 5CH. 4i?> TEl=OR ELL I. IN6TALL VALYE 60XS 50 THAT TOF OF COVER 15 2' A60VE FINISH GRADE IN G.C. AREAS AND 1/2" IN TURF AREAS. 2. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL. 3. ALL WIRE TO BE INSTALLED PER LOCAL CODE. 4. TAPE AND 6UNDLE WIRE EYERY 2i?>'. 5. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN VALVE BOX. <WRAF AROUND) 1/2" FIFE I!:> TIMES. 6. ALL THREADED CONNE:CTIONS TO 61:: SEALED WITI-! TE:FLON TAPE OR COATED WITH 'RECTORSEAL NO. 5'. NO $CALE r REMOTE CONT~OL VALVE PVC UNION --~ 5CH 40 6ALL VALVE PVC SCH 41Zl FEMALE ADAPTER PLASTIC VAL,~~ BOX WI PURPLE COVER PVC 5CH 41Zl FEMALE ADAPTER MAIN SUPPLY LINE PVC SCH 80 NIPPLE NOTES, I. INSTALL VALVE eox 50 Tl-!AT TOP OF COVER 16 2' ABOVE FINISH GRADE IN GROUND COVER AREAS AND 1/2" IN TURF AREAS. 2. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY A5 UNDISTURBED ADJACENT SOIL. 3. ALL THREADED CONNECTIONS TO 6E SEALED WITH TEFLON TAPE OR COATED W/ RECTOR5EAL NO. S. NO SCALE G 6AL.L VAL VE SIDEWALK\ 24' CURE, \ · +-----~<+------+ FOTA6LE SERVICE LINE 8' IIZl' MIN. TO FOT A6LE 12" MIN. MAINLINE! N STREET RECLAIMED WATER IRRIGATION~ MAINLINE: SLEEYE VERTICAL CLEARANCE OF 12' MINIMUM 15 MANDATORY Wi-4EN CFsOSSINGc FATH OF A FOTA8LE WATER LINE. INSTALLATION OF l'!l:!CLAIMED UJATEI'< IRRl6ATION MAINLINE 24' FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEAl'<ANCE FROM POTA8LE MAINLINE IN THE STREET. PQTABLE 5EJsYICE LINE CBQOOING 12' MIN. VEl'<TICAL SEFERATION ~ +-;,--.._ l'<ECLAIMED UJATER ll'sl.:IGcATION SYSTEM STl'<EET SURFACE .al.S> FEET SLEEVE 'STANDARD SPECIFICATION FOi'< PRIVATE IRRIGcATION SYSTEM$ CARL58AD l'<ECLAMATION RULES AND l'<EGULATIONS FOR CON6TRUCTION OF RECLAIMED UJATER MAINS' OCT. ISS3 EQT ABLE MAINLINE CROSSING NO SCALE ul---.~-----------------------+------------------------..... < / .. K AUTOMATIC FLUSl-4 VALVE NO SCALE H FOT A6LE LINE CROSSINGS l21Z> VOLT WIRE IN CONDUIT 5CH. 4i?> PVC CONDUIT ~--- 0 SWEEP ELL-~ ~-SECURE CONDUIT TO WALL IN TWO PLACES CONTROL WIRE ,,,-------COMMON WIRE FLOOR FINISH GRADE NOTE, ALL Wll'<E CONNNECTIONS IN Tl-IE FIELD MUST IS!! SOLDERED 6EFORE BEING ENCLOSED IN WA TE l"d"'!'ii:OOF CONNECTORe. RAIN A 4-.-1~- PVC SCH. W-~ NIPPLE <LENGTH A5 REQUIRED) MAIN SUPPL 'l'. LINE ---FINISH GRADE 11..i!J:1~ FVC SCH. 40 ELL 12' PVC SCI-!. 80 NIPPLE PVC SCH. 4i?> TEE OR ELL ELEVATION CONNECT Wll<!!:S TO I-IYDl'<OeAYEl'ii: TENSIOMETER INTERFACE AS Sl-!OUN, STATIONS I 2 MVC 0 0 QUICK COUPLER CONC THRU6 T BLOCK (MIN I CU. FT.) <TYP.) PVC SCH. Bi?> NIPPLE BLACK -TO STATION LEAD TO NOTES, FLAN VIEW FROM CONTl'ii:OLLEI',! IU-IITE I-IYDROSAVEF,: !!!LACK <$11:EN 4 -TO VALVE SOLENOID c::==:o=:=j TENSIOMETER 1======~:::::...E.ENa!J::LU,;i;E~ YELLOW i:;:!:D INTEl'<FACE ~= I. COMPACT SOIL AROUND COUPLER VALYE A55EM6LY TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL. WI-IITE 4 -To TENSIOMETER MODULE YELLOW i:;:!:D 6LUE -TO CLOCK COMMON RCV 2. ALL Tl-!READED CONNECTIONS TO 6E SEALED WITH TEFLON TAPE OR COATED W/ RECTORSEAL NO.!:>. IRRIGATION CONTlsQL SYSTEM NO SCALE .3. K,V,. O\..'fLd'-~/.)U, l;t PffAt>.W ~a:. 1-1,~r~o SCALE D AUTOMATIC CONTROL CLOCK (., QUICK COUPLER VALVE E: INST ALL FER C.M.W.D. Si AND.ARD DRAWING ~-20 FRE55URE REGULATOR 6RASS NIPPLE- 6RA5S ELL ~--REDUCED PRESSURE BACKFLOW PREVENTER SRA65 NIPPLE BRASS ELL A'i=~-BRASS BOND ING JUMFER <WHEN REQUIRED) :"l"'tc..d.i~rT.i., lm_ . .i~ TO METE:R <6RA55) ._, • JI,, • . . NIPPLE 6RA66 UNION / / 12' MIN. BRA55 NIFPLI=---' $:==?s-.. 6RASS UNION -_,-r,-ri --FINISH GRADE . :·~i, '-r-}'._'-:-1---------6RA6$ ELL -------+--:---.1 t,. . 6. FVC MALE: ADAPTER . . -CONC Tl-!RUST BLOCK-~- (MIN. I CU. FT.J DO NOT SURROUND FITTINGS REDUCED PRESSURE 6ACKFLOW PREVENTER BACK.FLOW PREVENTER NOTES, ' . • • • .-ef -. BONDING JUMPE:R <WHEN REQUIRED) TO SYSTEM PVC SCH. 40 FVC MALE ADAPTER NO SCALE 1. EXCEFT AS SHOWN, THERE SHALL BE NO FITTINGS OR CONNECTIONS TO OTHER FACILITIES BETWEEN Tl-!E METER ~ THE BACK.FLOW ASSEMBLY. 2. THE BACK.FLOW A55EMBL Y MUST BE INSTALLED A MIN. OF 6' t NOT TO EXCEED A MAX. OF 2' FROM Tl-!E METER EXCEPT WHERE THIS WOULD REQUIRE THE BACK.FLOW A55EM6LY TO 6E INSTALLED IN THE PUBLIC RIGHT-OF-WAY, IN WHICH CASE THE BACKFLOW A5SEMBL Y MUST BE INSTALLED A MAX. OF 2' INSIDE THE PROPERTY LINE. THE BACKFLOW A55EM6L Y MAY NOT UNDER ANY CIRCUMSTANCE BE INSTALLED WITHIN THE PUBLIC RIGHT-OF-WAY. 3. TYPE K HARD OR TYPE L HARD COFFER OR 6RA66 WITH SOLDER JOINTS OR THREADED FITTINGS MUST EIE USED BETWEEN THE METER AND THE BACK.FLOW A$$EMBL Y. 4. FRECEDING Tl-IE NO. I SHUT OFF VALVE, CONNECTION MUST BE MADE WITH A COFFER OR 6RAS5 RISER TO A COPPER OR 6RASS S!Zl" ELEIOW. SHUT OFF VALYE MAY 6E PRECEDED BY A COPPl=R OR 6RA55 NIPPLE AND/OR A 6RASS UNION. RI6ER MUST BE OF SUFFICIENT LENGTH THAT THE 60TTOM OF THE BACKFLOW A56EMBL Y 15 12' TO 31b' A60VE GRADE IN AN AREA NOT SUBJECT TO FLOODING. 5.FOLLOWING THE NO. 2 SHUT OFF VALVE, THE CONNECTION MUST BE MADE: WITH A CO COFFER OR SRA5S RISER TO A COPPER OR 6!'1<A55 S!Zl" ELBOW. SHUT OFF VALVE OR 6RA55 NIFFLE AND/OR A 6RAS5 UNION. RISER MUST BE OF SUFFICIENT LENGT BOTTOM IS 12" TO 36' ABOVE GRADE IN AN AREA NOT SUBJECT TO FLOODING. PPER OR BRASS so· EL60W TO A MAY BE FOLLOWED 6Y A COPPER H THAT THE lb.IF 6ACK!=LOW A56EM6L Y 15 TO BE INSTALLED ON A SLOPE WITH A HORIZONTAL TO 4d OR GREATER A 2' HIGH RETAINING WALL MUST BE 6UILT 6URROUNDING THE A55 ON 3 SIDES WITH THE OPENING ON THE DOll.N SIDE OF THE 6LOPE. THERE MUST 6E 2' HORIZONTAL CLEARANCE BETWEEN THE RETAINING WALL AND THE 6ACKFLOW A VERTICAL RATIO ASSEMEIL Y MUST EIE LOCATE:D IN AN AREA NOT SUBJECT TO FLOODING. 1. ONLY THE REDUCED PRES6URE PRINCIPLE BACKFLOW A55EMBLIE5 WHICH 1-!AYE BEEN APPROVED EIY THE STATE OF CALIFORNIA DEPT. OF HEALTH SERVICES MAY 6E USED ON WATER SERVICES WITHIN THE CARLSBAD MUNICIPAL WATER DISTRICT. the __ _ plannr n9 element --~---- LANDSCAPE A~ITECTURE PLANNIN!'.,i EMBLY A MIN. OF 5SEM6LY. /1\ DATE INITIAL DATE POP-UP HEAD OPTIONAL;:--------1=! SIDE INLET --+---\ FINISH GRADE PVC SCH. BIZ' RISER MARLEX STREET ELLS .,.---PVC LATERAL PVC SCH. 41Zl -~ TEE OR ELL NOTES, I. ALL Tl-!REAPED CONNECTIONS TO 6E SEALED WITH TEFLON TEFLON TAPE OR COYERED WITI-! 'RECTOR5EAL NO. 5'. NO SCALE VAL VE BOX W/ FURPLE COVER EXPANSION COILS W/WATERFROOF CONNECTORS ELECTRIC CONTROL VALVE FEMALE i MALE TxT ADAPTERS YE STRAINER -TORO DF SERIES 'L __ :!Jj~II ~ fFR'====~2-~~:s=-FINl5l-l Gfii:APE IN FINISH FRE55U~ SHRUB OR GROUND- GRADE EC:iULATO COVER 6EP TURF FLUG--- NOTES, -llrt,,/ 3" 5CH. 8i?> NIFFLE L._MAINLINE :::::i1~-----ppvc LATERAL llot"--3i?> L6. FELT --lb' PEA GRAVEL CLEANED ~ WAS14ED '-r--,coNCRETE 6RICK (4 E:ACH) I. ALL WIRE TO BE INSTALLED AS F'Efii: LOCAL CODE. 2. TAPE AND 6UNDLE WIRE EVERY 21Zl FEET. DO NOT T AFE WIRES TOGETHEfii: IN SLEEVES 3. FROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN VALVE 60X. <WRAP AROUND 1/2' PIPE 15 TIME5.J 4. COMPACT SOIL AF<OUND VALVE PIT TO SAME DENSITY A5 UNDl5TUR6ED ADJACENT SOIL 5. USE APPROVED WATERPROOF CONNECTOR SUBMIT SAMPLE PRIOR TO U6E FOR APPROVAL. 6. VALVE BOXES SHALL 6E GROUPED TOGETHER WHERE P05516LE. 1. VALVE 60X SHALL !:'.:IE 12' MINIMUM FROM ALL PAVED AREAS, WALKS OF< 6UILPING5. NO $CALE REMOTE DRIF VAL VE ASSEMBLY 11 AS BUIL T 11 , /[}·2fl·~7 APPROVED FOR PLANTING [}i)jp) /} i RLA 2.,;(3/j P. rJ,2f9'J DATE AND IRRIGATION ONLY, INCLUDING PRECISE REVIE\JED BY, LOCATION OF PLANTING AREAS. INSPECTOR DATE I SH8T I CITY OF CARLSBAD I SHBETS I PLANNING DEPARTMENT IRRIGATION DETAlIS FOR: SX'T'FieAC'1'S F='LUS I.CT IP CA~AO ~ CIENTSe e.A"'J.SSAO, c.4..IJ..-.7',;/,4 ,, 1 APPROVED 7:/'. ~ / i~ 1,r3.f7 I ./' •""'· A . ASSISTANT PLANNINll DIRECTOR / DATE DWN BY: ~~-PROJECT NO. DRAWING NO. INlllAL DATE INITIAL CHKD BY: EA.!. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL 36,,ex;, CAC~IDciil= CT. &AN Plac..c, CA ~1""" (fl-l'e~e.4-;;rtet FEBRUARY 10. l':lS1 CITY APPROVAL RVWD BY: &<!!, PD4&4 3S3-IL . ,.) .____._ _____________________ _.__...._ _________________ ...;.._ __ _,_ __________________________________________________________________ -;,--r--r-,r-r----,,:-,-'":>'!"=~ "52.,