Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
DWG 350-7M; CT 97-18; RANCHO CARRILLO VILLAGE Q-6; 01-12
RECYCLED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S "CARLSBAD RECLAMATION RULES & REGULATIONS FOR CONSTRUCTION OFRECYCLED WATER MAINS" DATED OCTOBER, 1993. SYSTEM (PRIVAT&PUBLIC) FUTURE RECYCLED WATER RANCHO CARRILLO 2. DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY OF RECYCLED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECYCLED WATER ENCROACHMENT ON PUBLIC F ACILITEIS SUCH AS PICNIC TABLES, BBQ'S, PLAYGROUNDS, SAND TOT LOTS.ETC. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE, PONDING, RUN-OFF, OVER-SPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. ON-SITE CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL Ml>JN LINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. *8. THE IRRIGATION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10:QQ P.M. AND 6:00 AM. THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME WITH QUALIFIED SUPERVISORY PERSONNEL>. 9. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONT ACT WITH RECYCLED WATER WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION, THROUGH IRRIGATION OR OTHER APPROVED USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. ALL IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER-SPRAYING ON ALL SIDEWALKS, STREET AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS(SPIKES NOT EXCHANGABLE WITH POTABLE WATER QUICK COUPLER SPIKESJ PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 14. ALL IRRIGATION PIPE SHALL BE STENCILED WITH THE WARNING 'NON-POTABLE WATER' OR 'RECYCLED WATER', COLOR-CODED <PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH, PER THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ALL POTABLE WATER AND RECYCLED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 16. WHEN A POTABLE WATER LINE AND RECYCLED WATER LINE CROSS, THE RECYCLED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POT ABLE LINE, FOR A TOT AL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECYCLED WATER MAINS MUST BE Ml>JNT AINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECYCLED 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 A COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH PRIOR TO ANY USE OF RECYCLED WATER. 20. QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: RECYCLED WATER• QUICK COUPLING VAVLES USED IN RECYCLED WATER SYSTEMS SHALL HAVE ACME TYPE THREADS (SPIKES NOT INTERCHANGEABLE WITH POT ABLE WATER QUICK COUPLER SPIKES) AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO THE VALVE QUICK COUPLING VALVES. QUICK COUPLING VALVES SHALL BE NELSON NO. 76-48, HUNTER NO. HV10DA-RL-NP OR APPROVED EQUAL. 21. AN ANNUAL CROSS CONNECTION INSPECTION SHALL BE DONE EITHER BY CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. GUIDELINES FOR RECYCLED WATER USE 1. IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ONSITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING AND PONDING. 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 INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. 3. 4. 5. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS, PRIVATE LOTS, STREETS AND SIDEW Al.KS. 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 RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES: HAND OR TOOL WASHING: AND ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPING INDUSTRY, IT IS IMPORTANT THIS IMFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ONSITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH 3" X 4" IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4", PURPLE IN COLOR WITH THE WORDS "WARNING RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISO -AGUA IMPURA -NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. 8. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. B. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. 9. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1 INCH HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. 1D. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY CONCRETE MOW STRIPS, OR OTHER MEANS AS APPROVED BY THE WATER DISTRICT AND DEPARTMENT OF ENVIRONMENT AL HEAL TH. INSPECTION PROCEDURES 1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE• LOCATION OF PIPE LINES. TRENCH DEPTH. * 22. DEVELOPER SHALL SHOW THE LOCATIONS OF RECYCLED SIGNS "DO NOT DRINK" ON THESE PL'-NS. A. 8. c. D. E. F. G. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALL Yl. PIPE IDENTIFICATION POINTS-OF-CONNECTION CPOC'Sl. *23. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS CONNECTION PROTECTION AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION WITH CONT ACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH AND THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT FRANK WAJERT AT 619-247-8435 --=-.:....:::.-=....:....:.-=...:..::c..::.__ AFTER HOURS CONTACT FRANK WAJERT AT 619-247-8435 _ _____:::....:..,::__:=-.:...:._;::_:_.::..=,_ 24. SHOW ALL PUBLIC AND PRIVATE POT ABLE WATER LINES ON THE PLANS. '· 25. ON ALL RECYCLED WATER SYSTEMS, ALL APPURTtNANCES (SPRINKLER HEADS, VALVE BOXES, ETC.J SHALL BE COLOR CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. * ITEMS NO'S 8, 19 AND 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECYCLED WATER. ITEM NO. 22 THE SIGNAGE PLAN SHALL BE A PART OF THIS 1.P. BUT THE SIGNS AND TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF RECYCLED WATER. SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON A B½" X 11" SIZED SIGN. COLOR• PURPLE BACKGROUND WITH BLACK LETTERING. r BLACK LOGO ;--PURPLE BACKGROUND / 36" -1" BLACK LETTERS Wt,F, ING RECYCLED WATER DO NOT DRINK ECYCLED WATER W SH HANDS AFTER CONT ACTING LAVE SUS M OS DESPUES DE USAR t 12" X 36" SIZE .016 ALUMINUM'r.060 ABS PLASTIC OR S ICK-ON VINYL SIGNS. ~-1" BLACK LETTERS '---2" BLACK LETTERS LOCATION AND IDENTIFICATION OF SPRINKLER HEADS. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING (IF RECYCLED WATER IS USED FOR CONSTRUCTION). RECYCLED WATER AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY DEPARTMENT OF ENVIRONMENT AL HEAL TH PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECYCLED 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. 3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PART A, PART B•AND PART G OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, CITY PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. • •• In Order to Conserve Water ... RECYCLED WATER IN USE DO NOT DRINK NO TOME EL AGUA WASH HANDS />FTER CONT ACTING LAVESE SUS MANOS DESPUES DE USAR 18" X 18" SIZE .016 ALUMINUM1 ,-060 ABS PLASTIC OR STICK-ON vlNYL SIGNS. NOTE: THIS PLAN HAS NO DRINKING FOUNT ,AJNS, ORNAMENTAL PONDS,BARBEQUES, OR EATING FACILITIES. " REVI WED BY: VILLAGE 'Q-6' 130 DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHl>JRGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONAL CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. !UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENT AL HEAL TH IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBLITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE ~ONCEPT PLAN, WATER CONSERVAT ON PLAN, FIRE PROTECTION PLAN, AND ALL NDITION ~PROVAL RELATED TO LANDSCAPING. BY: <::.z.~,'c '' DATE: 7/4_A4 -.bc=iofiic::-- Revisions must be opproved by Public Health Engineer, City Planning Director & District Engineer prior to irnpfementation in field. DISTRICT APPROVED CHANGES 1-40 CITY OF OCEANSIOI' l& PACIFIC OCEAN 0S fA CITY OF ENCINITAS VICINITY MAP 0 NO SCALE M~W fJo. 40 lt1.Mil~11.1¢P lb'( fl.o.,b,.) Jf6r1-700 iae,v.t!, p.o. c., ~12. ~f,.6.'TU, ~-/42f61 . AJ.-.~e, ?; "1Pf)otJ i.tl~,ze. tJ / ~t-l~Vfll!!- AYhl~PM!-11!PV ~ fioi',IJC.ll2;,. I i, ";-'{e#-IJ,bl21~~117' t>t-1 cbf..lfPo~ f!Zt;-~~y Bf{;IUll'tW. 17 29 30 ~-1• flft3/c-L.W ~ M~rt:;p. ON i"~c;i::. I" ~J..t'IJ fW~~fZ..~ l"p,JmU~ ~LK~ <'.>N 111 f'\.Ui"l~ltJ"f I'~ ~~ ~ .A-,~ ~1 SHEET INDEX SHEET SHEET NO. CMWD TITLE SHEET TITLE SHEET IRRIGATION PLAN ' ' ' IRRIGATION LEGEND ANb CALCULATIONS IRRIGATION DETAILS I IRRIGATION SPECIFICATIONS ~ fc, ~I~· ~p ~ J'lt&(Oi.tl7 i.<J6.1'~ Mtftl(.. ~~c-1..\W~lb~ ... ~ ug~ l<l6,~ ~ltJL\I-IJe', ~ ~ ~ JM:rf---12-~a,1-1 l"llllll!i W-TJI' N,olUI 111111111111 rm Landscape Arohtteoture • Planning La Jolla Centre II 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 619.550.1575 • Fax 550.1580 REVIEWED BY: INSPECTOR /I AS BU IL T II 1 2 3 4 5 6-7 98-045 / DATE DATE DEVELOPER' s NAME: Continental Homes Inc. ADDRESS: 12230 El Camino Real, Suite 300 Son Diego, CA 92131 CARLSBAD MUNICIPAL WATER DISTRICT Sheet CITY OF CARLSBAD !.Ar,(1'JING> . DEPARTMENT /'2. Sheets TELEPHONE:619-793-2580 CMWD TITLE SHEET FD~: DATE PLAN PREPARED: 3-1-99 BY: ONA INC. BENCH MARK RANCHO CARRILLO VILLAGE 'Q-6 1 CMWD 96-525 (@) w lTl 0 ' ......, 3 ' GENERAL NOTES: 1. THI! CONTRACTOR MUST NOTIFY THI! CITY PLAN CHECK CONSULTANT (819) 438-1162, EXTENSION #4221, 72 HOURS (THREE WORKING DAYS), PRIOR TO STARTING CONSTRUCTION. 2. THE LANDSCAPE OR IRRIGATION CONTRACTOR IS TO VERIFY EXISTING P.S.I. AT JOB SITE PRIOR TO INSTALLING LANDSCAPE IRRIGATION SYSTEM. VERIFICATION SHALL BE MADE WITH THE APPROPRIATE WATER DISTRICT. 3. ALL REDUCED PRESSURE BACKFLOW PRE VENTERS SHALL BE TESTED AFTER INSTALLATION, RELOCATION, OR REPAIRS BY A CITY APPROVED CERTIFIED TESTER. CALL 438-2722, EXT. 152 FOR A LIST OF CITY APPROVED CERTIFIED TESTERS. DEVELOPER/OWNER IS RESPONSIBLE FOR SUPPLYING A COPY OF THE TEST RESULTS TO THE CARLSBAD MUNICIPAL WATER DISTRICT, 5959 EL CAMINO REAL. 4. CONSTRUCTION SCHEDULE: s. e. 7. A. PRIOR TO ISSUANCE OF GRADING PERMITS, THI! APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. l!I. SPECIAL CONSIDERATION SHALL BE GIVEN TO WATl!R AND ELECTRICAL SERVICES. C. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. D. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AT EACH LOCATION IS ACHIEVED. IRRIGATION: A. INSTALLATION OF IRRIGATION AS SHOWN ON THI! APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING: A. PLANTING AND IRRIGATION FOR THE AREAS DESCRIBED ABOVE UNDER NO. 5 SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. SLOPE PLANTING STANDARDS: A. SLOPES REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: B. 1. 2. 3. 4. STANDARD #1 • COVER CROP/JUTE MESH COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR .CITY APPROVAL PIROR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF JUTE MESH SHALL Bl! AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BT THE MANUFACTURER. JUTE MESH SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR JUTE MESH MAY BE USED. STANDARD #2 • GROUND COVER ONE HUNDRED (100%) PERCENT OF THI! AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVI! EXCELLENT SOIL BINDING CHARACTl;RISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONI! YEAR). STANDARD #3 • LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). STANDARD #4 • TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM OF ONE (1) PLANT PER TWO HUNDRED (200) SQUARE FEET. AREAS OF APPLICATION • SLOPES 6:1 OR STEEPER ANO: ,. 2. 3. 3 FEET OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE A MINIMUM STANDARD #1 (COVER CROP AND JUTED). 4 FEET TO 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2 AND #3. IN EXCESS 01' 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, #3 AND #4. 1 0. 11. 12. c. IRRIGATION SPECIAL CONDITIONS 1. AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: 1) SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. 2) A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. 3) IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. D. AREAS TO l!IE HYDROSEl!!DED SHALL FIRST BE DISKED OR ROTOTILLED TO PROVIDE A FRIABLE, LOOSE SEED BED. SLOPE IRRIGATION STANDARDS: A. WATER SERVICE (POINT OF CONNECTION) INSTALLATION, TEMPORARY OR PERMANENT, SHALL BE IN PLACE TO COINCIDE WITH PLANTING TIMING SPECIFIED IN SECTION E.3•1 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. B. PIPE 1 . ON GRAD!!! l'IPE IS NOT ALLOWED UNLESS IT IS DEMONSTRATED TO THE SATISFACTION OF THE CITY THAT THE ROCKY CONDITION OF THE SLOPE WOULD PREVENT TRENCHING. IN CASES WHERE ON GRADE PIPE IS ALLOWED, IT SHALL BE THE GALVANIZED TYPE OR UVA RESISTANT PVC APPROVED BY THE CITY. LETTER OF CERTIFICATION (INSTALLATION): A. THE LICENSED DESIGNER OF RECORD FOR ALL THI! PROJECTS REQUIRING LANDSCAPE PLANS SHALL SUBMIT A LETTER TO THE CITY STATING THAT THE PROJECT HAS BEEN INSTALLED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. AS·BUILTS: A. B. C. D. E. PRIOR TO RELl!!AS!! OF BONDS, AS-BUILT LANDSCAPE PLANS FOR THE BONDED WORK SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. CONTRACTOR SHALL DRAFT AS-BUILT INFORMATION ONTO HIS FIELD SET AS WORK PROGRESSES. CITY INSPECTOR SHALL APPROVE CONTRACTOR AS•BUILTS BEFORE TURNING THEM OVER TO THE LANDSCAPE ARCHITECT, ALONG WITH THE CITY MYLARS. LANDSCAPE ARCHITECT SHALL ADD AS-BUILT INFORMATION TO CITY MYLARS AND RETURN THEM TO THE PLANNING DEPARTMENT. PLANNING DEPARTMENT SHALL REVIEW AND APPROVE AS- BUILT MYLARS BEFORE ORDERING PRINT PACKAGE. AND-PLANTING PLANS FOR: VILLAGE "Q-6" CT 97-18 ~ -~11 134 1s V J\G~ 0 130 lb 17 r. ,' Uf 129 5 138 28 139 29 30 ------- -,. .. - \. CAP[ ~~ S/JJ1 ,1, (;; . i;;; ~ I .. \ 11" ~ -·· f/ DATE INITIAL 'f OF C~I.~ ENGINEER OF WORK EXP. DATE ,,"\-cl A Landscape Architecture • Planning La Jolla Centre II 9255 Towne Centre Drive, Suit.e 340 ' San Die'7"• CA 92121 ·3002 619.550.15 5 • Fax 550.1580 REVISION DESCRIPTION NOT TO SCALE CITY OF OCE/\NSIOE '" · ITY OF VISTA PACIFIC OS TA OCEAN CITY OF ENCINITAS VICINITY MAP NO SCALE SHEET INDEX SHEET CMWD TITLE SHEET TITLE SHEET IRRIGATION PLAN IRRIGATION LEGEND AND C LCULATIONS IRRIGATION DETAILS IRRIGATION SPECIFICATION91 PLANTIN G PLAN PLANTING DETAILS, LEGEND, AND NOTES PLANTING SPECIFICATIONS SHEET NO. 1 2 3 4 5-6 7-8 9 10 11-12 98-045 11 AS BU IL T '' APPROVED FOR PLANTING I AND IRRIGATION ONLY, lNCLUDING PRECISE I DATE RLA EXP, LOCATION OF PLANTING I REVIEWED BY: AREAS 1 INSPECTOR DATE I S~ET I CITY OF CARLSBAD ~ PLANNING DEPARTMENT 2. TITLE SHEET FOR, RANJCHO CARRILLO lv1LLAGE "Q-6" /..1~0 APPROVED /0-2f-9f ,_.-_., ASSISTANT PLANNINrr DIRECTOR DATE OWN BY: I PROJECT NO. I DRAW[NG NO, DATE INITIAL DATE [NITIAL CHKD BY: CT 97-18 350-?M OTHER APPROVAL CITY APPROVAL RVWD BY: CMWD .~6-525 (,) U1 0 I -.1 ; \ \ . \ \ 4('i ' "' e,.-m~,~••• H•<- 0 0 0 0 0 0 0 0 %{" 1'1 u..lC-p.,sc> tv MIN, 7llloa-le,i; <>f'G>''· , ~"' Vol--~ ~Wll'f.'~ \i.l ' pi,,,, 1"'/C-,it.it ·'\O' ¢i3eitf" ~l.-L--\ •' ,~,~~~, / ~ -, __ <>. "'~ ', "'" '··<,\:c \ \,\{·:;. -:: ., ' \ ' ' I \ ·, t···':' ",,., ' <'i ',,........ , " . '-~ ,.,.,, .\1dA~. ·· . ' .,_ . ··- ftt::rL.. 700 ~e ~o.c... ~1- ,wqrc, ~ 141-~I ~ ~11PN A.~ ',!,J..pfZ-~-((]je~~it i:v'.AIL..1J,1(2CIX,f-l ~f~ W/~fZ.trtJfL/ (l'ISltOt.cw.) " ~C/..eo WJ.:r#-~ ut-i I'' ~1e,e.. ~ ~61JW(2..'! f~l-t ff{-;tJL,l,.fC,. al 11' l'J../)M~IN6r I'' 11).'7f¢12, v~ ..,,,-K i3c, Po/I ' .W, -~= ..................... ~--~,-·----~ ·Ji i 1 / / /,:'.:·;\ \~:: __ 'j ! li',:ti /:<, ,, '-·. . ' \,-_.,.--'_'./'\ '/ i. ,. ' / \v;2; ,·' /I ! ' ,.. ·, •··• ,:.,; '.r ,..(y . ~/ . • I //' '. / Jc/ -'--'-_/ / ' ' . / /' -·--. / .' 111· ~<l: ,~.7 \' '. 1" \; , V /, I" •4,7' ~""'''b;, UfS{L~ ~ J, f9i'j ;; ~ 'pl/.Ji;,, I; = ,-~\ r¾gn~;a ~ ~ ~◄ l.lat'a'/4~ t'!ftr.KIIW !><A, 3,,i-01 BENCH MARK 1335•00.00 POTI DESCRIPTION, STREET CENTERLINE MONUMENT LOCATION, CENTERLINE OF EL CAMINO REAL 0,28 MILE N'LY OF PALOMAR AIRPORT ROAD RECORD FROM• COUNTY OF SAN DIEGO Rl800 (249•07. 561 ELEV AT I ON, 307.874 DATUM• M. S. L. i . / ' / : ~~· J•, .'.: ·· ... • .· _ .. ___ ,•; '·/ .·. \, kl/4y r ' 1·'1.(,-(')(J (7)//,.. /1\' :211 Lk*~~ J"Folvl fl.'fltJ4" ,1.-,C,, f c.::'.";:!. .~ :.;/" n j pc. 11 I __ , ... ,_ ' w.y @~~,wu-f 10 ~1-~·ric'.!:f. 1~4r-110..i ~~~ 11 AS B LJ IL T 11 APPROVED FOR PLANTING " Landscape Architecture • Planning AND IRRIGJ\TlON ONLY, RLA EXP. \ La Jolla Centre II INCLUDING PRECJSE REVIEWED BY: 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 LOCATION OF PLANTING 619 550-1575 • Fax 550-1580 AREAS. INSPECTOR .,., 1.A'I',, <n ·· ' .. .,_, \.\-o A ~ w I I .R , I a. .;,(> I ,_.. 98-045 DATE DATE "-"" .l.,, ,..,.,,J---·. --,',OD ,-,,..iwa= per: I S~ET II CI1'1' OF CARLSBAD 11 SH,~S I DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OT~ER APPROVAL ;,\d_1Jl16<1\JI 6Cl,J5~.'1,;in p, \d_pen\cu I ~=~d. pen 05-NOV-199$ 14149 I DATE IN TIAL CITY APPROVAL l"I.AHNIN~ i?E'.~l"rM!eNr IRRIGATION PLANS FOR: RANCHO CARRILLO VILLAGE "Q-6" APPROVED ,~-<U _f_0-29-77 A""r•-r-A,-;r-l'l-ANNIN'-"r:,,Ji!ec,n,,,. DATE DWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: CT 97-18 RVWO BY: 350-?M CMWD 96-525 <,) I.II 0 --J 3 IRRIGATION LEGEND' -POTABLE WATER '"av,.fiibll ''", tr.·,:-',,,.,·trzr511isi!ifliltioNMA • ,,0 , 'll''fli!"•l!i''i'l,'""''"W''"· . • .. ---8 . ~~ .. . ~ .. ,A,, ,,, ·:,r,,;• .,.,.," ,, ,/;;,, ' ' ,,; . .. .· , ., ., . 0 ~ M e '1-'., i.i-•',_,-,,;~•;:, .• <;1\~ ri•~,,:, ':,;.•.·f·1; .':·: AD:''' -r --.:,::.' ,..._ """ ~-·i:ij:l :; .. ,t "' . . IX) <:J ¢> ' ',.,,. ,,.,~,.,.-,,.,·,-~,,, .. ,.,,.,;,,-,;:,.,,,:,_ ,•lS,.~'!,J,. ~,.,,:.,·, · /5.,', , .. ,;;:,,,;1 ,· ;,~ _: X;,;'..-\L.,,.. '"· "·-,, ' ·..:.Nt:1 RAINBIRD PA-8S SHRUB SPRAY W/HUNTER "HCV" ANTI-DRAIN VALVE 12' 30 12 2 . . .. X V "' ,01 2.60 1.30 0.85 A RAINBIRD PA-8S SHRUB SPRAY W/ HUNTER "HCV" ANTI-DRAIN VALVE 15' 30 15 1.58 3.70 1.85 0.92 A SYMBOL , , ; . DESCRIPTION , , .. . ,• ' ,' . _.-. .··. , . . : . ") EXISTING SHRUB HEAD IRRIGATION NOTES WATER SOURCE .,• , .. _. . ,. ' i>:C.·•,'> • ';t; ·>····~ ',., ··-·.,: :,., © @ ••••• .. •·.··.ii•••~6'~10~·-ii"•o ·.1•: :>.?:::.~~!;-'.· .,.;·, '.:·.,-,-··-s:-.~:; -CLASS 200 PVC LATERAL NON-PRESSURE /MIN. COVERAGE 12" COVER) NON POTABLE STATIC PRESSURES AT RECLAIMED WATER CONNECTIONS ARE CALCULATED WITH A FUTURE PERMANENT 700 FT. HYDRAULIC GRADIENT. HOWEVER, THE RECLAIMED DELIVERY LINES WILL CONNECTED TO A POTABLE SOURCE WITH HYDRAULIC GRADIENT OF 700 FT. AS CALCULATED, PRESENT AND FUTURE STATIC PRESSURES WILL RANGE FROM 87 PSI TO 197 PSI. RAINBIRD 1012, SAM SHRUB SPRAY 12' 30 12 2.01 1.30 0.85 B Q ~ RAINBIRD !&It.SAM SHRUB SPRAY 11' 30 15 1.58 1.85 0.82 B SCHEDULE 40 PVC MAINLINE /MIN. 18" COVER I. FOR 1-112" AND SMALLER AND CLASS 315 PVC FOR 2" AND LARGER THIS WATER PRESSURE INFORMATION WAS OBTAINED FROM THE CARLSBAD MUNICIPAL WATER DISTRICT 1996. \II RAINBIRD Jf,12-SAM STRIP SPRAY 30 15EST 0.81 B 'Ill RAINBIRD 1?,11-SAM STRIP SPRAY 30 15CST 1.21 B ::1:c:a, ., • ;c .,, .. >' :,;,::' , ·. '. __ :: }:,?{::::~-.-~-l-'._:_,r,_i&ff·FuiltFlbT-ARY~;ottAfsER~STXNDAfi6;AN&t~:::~::~~~!tTff..f • '.::,,-;•>H ~ HUNTER PGM-00-V WI FACTORY INSTALLED NOZ. AND ANTI-DRAIN VALVE 23'-20' 30 1 0.30 3.40 1,70 0,85 C ,• x:. /;,','/, /.::;.-,r· .. --·., -i: :·-, ·;, ;!_.-~-;·.-,..1/,/>\.·r.;.;·,;-J_firr:t~>:t:.~.\\;t,:•:;;:,:3. "-f(,/(itf~ . -_.• ;.::, ,.-.'. · . .-~:r ,,,~ ·::;_.·::1~:_1,; '.",,'.:;: ;.-· :•,,mi~ ._.1,;'.--~rff ~~'.:'1,;i"~;: t;i;: '.~;i~/""lli''~r'-,,F:J'·\'am'.)i:' • ' ...• ,,:1,.l.11..,.,• .,.1._;_,-,,,,ed<i ,,i,;,. ;-;,, _, ·: ,.-: c,.-,,-• , ,1;•.~!rir•~f.?-JKI ·· ,,·.-. ,,,,•,;,.,.(,;?.(C,,.1-f:J·•, ·tJsi-li'i•'·.l,,·.,,~:,\.;~ ·.:i.:~'1:t,1·;,!Jlti,Jj:::'i¾:1'1'/ll~·-~t~~~~,:;f· ~ CHAMPION 200 SERIES MANUAL VALVE W/262 ATMOSPHERIC VACCUUM BREAKER •• ,, . ,._,,., ,",~ ,, \,J,,~,-~ "·'•••··"'lJ-.,;, , )._ -~,'! ® WILKINS 5DOHR SERIES PRESSURE REGULATOR SPRING RANGE 75-125 PSI FACTORY SETO 85 PSI E F -EXISTING VALVE NO. I ~ -7 \ .,_..J GPM EXISTING VALVE SIZE I POTABLE WATER METER BY OTHERS G ( ) BALL VALVE • KING BROS. LO-TORQ, MODEL 12" SIZE AND SMALLER! D --J CAPPED MAINLINE• FUTUTRE RESIDENCE HOOK-UP CLASS 200 PVC LATERAL LINE IN 12' COVER\ POTABLE ---PVC MAINLINE •MIN. 18" COVER\ SCHEDULE 40 PVC FOR 1-1/2" DIAMETER --PVC SLEEVES ,. TIMES DIAMETER OF THE PIPE ENCLOSED\ --H FOR SLEEVING INSTALL AS FOLLOWS: UNOER VEHICLI! PAVING. USE SCH. 80 SLEEVES W/ 38' COVl!R FOR MAINS AND LATERALS UNDER PEDESTRIAN PAVING USE SCH 40 SLEEVES W/18" COVER FOR MAINS UNDER PEDESTRIAN PAVING, USE SCH 40 SLEEVES W/ 12" COVER FOR LATERALS @ VALVE SIZE· MANUAL GPM A ---- -o/ ---~ --... V ' . . PRESSURE/CALO. POT. IRRIGATION LEGEND -RECLAIMED WATER " HALF OUARt, .'STRIP FULL DATE: 2/8/99 PREPARED BY: · .SYMBOL , , .. '-'' ' . DESCRIPTION/MANUFACTURER/MODEL NUMBER :: ,•. RAD,' PSI. NOZ. . PR. . GPM GPM. . GPM GPM JOB NUMBER: 98-045 HOWARD PIERCE JOBTfTLE: RANCHO CARRILLO VILLAGE "0--6" HYDRAULIC CALCULATION HGLOR PRESSURE: !·t::B METER NO. · 'LOTII' ~".· SYSTEM: ., ·1--\lAt'lle· ~ GPM: I ••i •:-:, ' .. • _.·. ffllffliiti;§vffiM ~~.~-:,:;::-w;fl";:t.,-;:n-:~-'~~gr':'~ ~,r:~•r~ ,."'P§i ·.::,, -k~t:.1sd:t::\lf1)i-):)t·:\0-i.'::;)t 1-~~f:-.'.:!Wf.\rl:,:'':: )~·tf:," i::;<,~-;.:'. .... 1~·,•~;1. 'v RAINBIRD PA-8S SHRUB SPRAY W/ HUNTER "HCV" ANTI-DRAIN VALVE 12' 30 12 2.01 2.60 1.30 0.65 xvv ~l)l~IJSJ;? ~-8'1 -";>fl~ """7,6,'f J,.l/J,lullnUt. ''fl?V'' ~I ·l?l',b,IJJ V~L-N: I'?° ~ I';, I,'& "J,1() ~&':i i,.'1'2 iU RAINBIRD ~-SAM STRIP SPRAY 4'X30' 30 15SST -. . . 1.24 ) ~) RAINBIRD lgi!L · SAM END STRIP SPRAY 4'X15' 30 15EST -. -. 0.61 Q~ 11A1i,.101,:r,c, IB11 • '::6M ~ ~'r' 1-,' ~ I") I.~ -,.~, t,,-i'l - WAlERMETER: 3/4" 10.35 BACKFLOW PREVENTERIATMOSPHERICl: 1 • 1,60 MANUAL CONTROL VALVE: 1 • 3.40 IRRIGATION SPRINKLER HEAD !OPERATING PRESSURFI: 30,00 MASTER VALVE: PRESSURE REGUIATOR: 1 " 6,00 NOTE: ALL SPRINKLER HEADS LISTEO ABOVE SHALL HAVE A MANUFACTURER'S PURPLE CAP OR NOZZLE INDICATING RECLAIMED WATER . . I . , , [l'J i<JIU,.i>l/:, -,;,,oH!'-")j!/21"'1 m¥,,\.lf!! f't"'1il>ToP. ,;f~l>IC, ~ 7':>-J:2.'5 ~I . "71'f' t'.l, //€> f"" I @ NELSON #7645 QUICK COUPLER -1" ACME THREAD' -INSTALL WHERE SHOWN /APPROX.160' O.C.> I ~ J..u'tC, S ~ ~ c.o\J'\'1"<,~ W/~J,.l(,l,0'1()11e,( 1/Vf!'PU., W..IZ. l"Wlllf'-4M. i2t!;C411'!1-'18/.I iJ~-,A,j,-rer. -(ofq-'22"1-o/l<;o) CHECK VALVE/SPRINKLER HEADl: 3.00 ~ RAINBIRD "PESB' -PRS-B PRESSURE REGULATING REMOTE CONTROL VALVE BALL VALVE: 1 • 1.00 PIPE FITTING {ALLOWANCE): 5.00 ffi1f:i~~'.1:ft0i.1'e (:'Rlili@'E' ,.,,,,·.~=,,, ;, '" · ,,::·:·:w"''·""'·,~, 1 _ . ' • •. . • . E{,-,i:;~J:?:f,'/~;;;~y::,4-::rJh,~:t,_,;:__;-,/,)~,i"':f"?(;~;\1.:;~i HGL. OF STREET MAIN ELEVATION: 359 ELEV. OF IRRIG. HEAD @ HIGHEST POINT: 375 ~~~€~~;~~~F~iEt!.£~" ,, .,,,1.~,,,~. ELEV. OIFF. X.433 6.93 ; __ •· .. ! ._ . ~ _,__ :_ ,, . __ : .8 ... ~ .. R .. l:J. ___ :>);;1~i~1;"~1-,\:\ .. _;(}i,f:lt~ij't~I~l:J\~ j! H,.uJ"~' ~ ~-e, "'-~. P:l'til)I.J-n>ltf rz,;;~ c.::,~,..,._ v.,_ve 1<-1 /~ Ac.r11Mop.<!, J-tf'IA ,s 21& ® 1Z,..1f.lp,,112,17 f.,;e, a~ U>Nll"d.-MM>.112!:: y.;.L-~ ;.J /,6,t,..wc, ,.c.on,,c0r2,:,, -Le t-1.& l"ie.s "' ' . ---;cc•,· ', ' ' ' ' . •, ' ;, '· .. ' '' .·. NOTE: ALL VALVE BOXES LISTED.SHALL HAVE A "PUPRLE" LID INDICATING RE-CLAIMED WATER . ,,· . . · . M ¥,I>¼-U,,,,,,, k)-'(~ue. f;£l,(... ~ .. CLASS 200 PVC LATERAL LINE IMIN.12" COVERl "PACIFIC CAL', "WATER WARN" OR EQUAL NON-POTABLE PIPE /, i,-) i,:z;,i I i'{/c;,Vt,Wt:7 IJ~ t1!?11a/2-, ?,,'( C'~ PIPESIZE LENGTH (;flV1 PSI LOSS 3/4" 25 5,6 0.38 -·-· PVC MAINLINE /MIN. 18" COVERl SCHEDULE 40 PVC FOR 1·1/2" DIAMETER AND SMALLER AND CLASS 315 FOR 2" DIAMETER AND LARGER FOR 3" • 6" IN DIAMETER PIPE /MIN. 24" COVERl "PACIFIC CAL", "WATER WARN" OR EQUALPRESSURE PIPE (f'Ulel"l-lc) 1 " 1-1/4" 60 25.0 1.38 1-112" 2" -----PVC SLEEVES I 2 TIMES DIAMETER OF THE PIPE ENCLOSEDl • "PACIFIC CAL", WATER WARN" OR EQUAL PIPE ----- FOR SLEEVING INSTALL AS FOLLOW: UNDER VEHICLE PAVING, USE SCH. 60 SLEEVES W/36" COVER FOR MAINS, LATERALS, & WIRING 2-1 /2" UNDER PEDESTRIAN PAVING, USE SCH. 40 SLEEVES W/18" COVER FOR MAINS, LATERALS, & WIRING SUBTOTAL 1.76 1.76 UNDER PEDESTRIAN PAVING. USE SCH. 40 SLEEVES W/ 12" COVER FOR LATERALS liffilfflJte46~PifJE::\jJ~ti~'.&VllNJ!T if:ZJ:fi.~f-r~l:i'.• PIPESIZE LENGTH (;flV1 PSI LOSS CONTROLLER WIRES LOCATED UNDER STREETS OR OTHER PERMANENT IMPROVEMENT SHALL BE INSTALLED IN SEPARATE SCHEDULE 80 PVC SLEEVE , " 1 -1/4 • 1 -1 /2" 195' 25.0 3.18 ( 2" 3" !!_TA TION NUMBER ~ 4" -PM SUBTOTAL 3.18 3.18 TOTAL PRESSURE LOSS: 74.22 '-.:::✓ r----._ VALVE SIZE• AUTOMATIC VALVE AVAILABLE PRESSURE /PSI\: 65.00 AVAILABLE RESIDUAL PRESSURE: :)\:;'Gi,:flil·J,~.,iR ::(J :-;j_ PRESSURE ADEQUATE ) I ~ --. DET.NO . A ) L. B B 'b I • f ) I 'Z .J. -.l ' I? I I ) ) ') , / 1. 2, 2. 3. 4, CALCULATED PRESSURE FOR EACH POINT OF CONNECTIONS ARE SHOWN ON THE PLANS. THE CONTRACTOR SHALL VERIFY WATER PRESSURE BY DIRECT MEASUREMENT IN THE FIELD. IF EXISTING PRESSURE IS NOT AS STATED ON THE PLANS THE CONTRACTOR SHALL NOTIFY THE OWNERS' REPRESENTATIVE BEFORE BEGINNING INSTALLATION. IRRIGATION SYSTEM IS DIAGRAMMATIC AND SHOULD BE VERIFIED tiTHE FIELD BY THE CONTRACTOR. IF CHANGES ARE NOTED N THE FIELD THE CONTRACTOR SHALL NOTIFY ARCHITECT AND OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF IRRIGATION EQUIPMENT, CHANGES MADE IN THE FIELD MUST HAVE WRITTEN APPROVAL FROM THE OWNER FOR ADDITIONAL CHARGES TO THE JOB. CONTRACTOR SHALL INSTALL THE FOLLOWING UNLESS OTHERWISE NOTED ON THE PLANS: A. ALL LATERAL END RUNS ARE TO BE 3/4" B. ALL LATERAL (NON-PRESSURE LINES CONNECTED DIRECTLY : DOWNSTREAM OF THE REMOTE CONTROL VALVE) SHALL BE ONE SIZE LARGER THAN THE REMOTE CONTROL VALVE. C. MAINLINE END RUNS ARE TO "'1: /-ta,'' ' CONTRACTOR SHALL INSTALL 6" POP-UP HEADS ALONG FUTURII: WALKS AND CURBS TYPICALLY, NO SHRUB HEADS ON RISER WILL BE ACCEPTED ADJACENT TO FUTURE WALKS AND CURBS· SEE PLAN, POP-UP HEADS SHALL BE! USED WITHIN 10' OF ANY PEDESTRIAN USE. , CONTRACTOR SHALL VERIFY LOCATION OF WATER AND ELECTRl6AL POINT OF CONNECTION WITH OWNER. CONTRACTOR SHALL PULL NECESSARY PERMIT FOR WATER, ELECTRICAL, AND TELEPHONE • VERIFY WITH OWNER. ' SYSTEMS ON THIS PROJECT ARE CONTROLLED BY COMPUT~ IRRIGATION CONTROLLERS CAPABLE OF TELEPHONE COMMUNICATION, FLOW SENSING AND SOME HYDRAULIC OR ELECTRICAL DIAGNOSTICS, CONTROLLER LOCATION ARE SHOWN DIAGRAMITICALL Y. FINAL LOCt· .. TION TO BEE APPROVED BY THE OWNERS REPRESENTATIVE, AL PIPE AND WIRE RUNS INSTALLED UNDER STREET PAVING SHALL BE SLEEVED. SLEEVES SHALL BE SCH .. 80 PVC, ALL SLEEVES SHALL BE TWO TIMES THE DIAMETER OF THE PIPE ORIWIRE BUNDLE BE SLEEVED (2' MINIMUM) OR SIZED NOTED ON DRAWINGS. CONTRACTOR SHALL COORDINATE LAYING OF PIPE, SLEEVES, AND WIRES TO ENSURE THAT HE HAS ADEQUATE MEANS OF CONNECTION· SEE PLAN. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES, AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITIES FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 6. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLERS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO WALKS, ROADWAY AND /OR BUILDING AS MUCH AS POSSIBLE. I 7. CONTRACTOR SHALL INSTALL "RAINGUARD" AUTOMATIC SH~TOFF FOR IRRIGATION CONTROLLER; MANUFACTURED BY WATER CONSERVATION SYSTEMS INC. INSTALL PER MANUFACTURERS RECOMMENDATION. 8, INSTALLATION OF BACKFLOW PREVENTER (REDUCED PRESSURE BACKFLOW PREVENTER) SHALL BE PER STANDARD DWG. NO, DETAIL llll..2J! DATED AUGUST 1993, C.M.W.D. SEE PLAN, IF THE BACKFLOW ASSEMBLY IS TO BE INSTALLED ON A SLOPE WITT-I A HORIZONTAL TO VERTICAL RATIO OR 4:1 OR GREATER, A TWO FOOT (2') HIGH RETAINING WALL MUST BE BUILT SURROUNDING THE ASSEMBLY ON THREE SIDES WITH THE OPENING ON THE DOWN SIDE OF THE SLOPE. THERE MUST BE A MINIMUM TWO FOOT (2") HORIZONTAL CLEARANCE BETWEEN THE RETAINING WALL AND THE BACKFLOW ASSEMBLY. ASSEMBLY MUST BE LOCATED NAN AREA NOT SUBJECT TO FLOODING. ONLY REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLIES WHICH HAVE BEEN APPROVED BY THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICES AND CARLSBERG MUNICIPAL WATER DISTRICT WILL BE USED ON THE WATER DISTRICT SERVICE WITHIN THE SERVICE AREAS OF THE CARLSBAD WATER DISTRICT MUNICIPAL WATER DISTRICT. 9. IN CASE OF WIRE FAILURE THE CONTRACTOR SHALL INSTAU. TWO SPARE CONTROL WIRES FROM THE CONTROLLER TO THE FARTHEST VALVE ON EACH LEG OF THE MAINLINE. THESE WIRES SHALL PASS THROUGH ALL VALVE BOXES ALONG THE MAINLINE ROUTE. THESE WIRES SHALL BE A DIFFERENT COLOR FROM THE OTHER CONTROL WIRES AND BE LABELED AS SPARE AT CONTROLLER CABINET, IN THE VALVE BOX OF THE FARTHEST VALVE AND OTHER!VALVE BOX, 10. usE oF RECLAIMED WATER REQUIRES THAT ALL PIPE, sLEEvds, SPRINKLER HEADS, REMOTE CONTROL VALVES, QUICK COUPLER VALVES AND VALVE BOXES BE IDENTIFIED AS CONTAINING RECLAIMED WATER. ALL INSTALLATIONS SHALL BE ACCORDING TO CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS, OCTOBER 1993. LOCAL CODES AND STANDARDS. ALL PIPE FOR THE INSTALLATION OF SYSTEMS USING RECLAIMED WATER SHALL BE COLORED CODED PURPLE. Landlloape Architecture • Plannln1 La Solla Can~re II -"' 9255 To•ne Centre Drive, Sult,e 840 ,-San Dleeo, CA 92121-3002 919,550.1575 • , .. ,. 550,1580 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" RLA----EXP, ___ _ REVIEWED BY: INSPECTOR IRRIGATION LEGEND AND CALCULATIONS FOR• RANCHO CARRILLO VILLAGE "Q--6" 98--045 DATE DATE l-,o""A-::TE,...-l-,,1.,,-N ,.,, r"'1 A"'"L+------------------1--D-A-TE-1-,l.,,N~I r"'t AL,-,-1--,,D,-,AT~E--+~IN'"'l""T"'I A-IL OWN BY' PROJECT NO, DRAW I NG NO. REVIS I ON DES CR I PT I ON i-::-=--'--'--'-"+--'---l,,;;,;.;c.,;.,:.cc:.i CHKD BY: CT 97-18 350-7M ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: CMWD 96-525 :c l-o.. w 0 HRUB HEAD ANTI-DRAIN VALVE OR CHECK VALVE SCHEDULE 80 PVC RISER FINISH GRADE MARLEX 90 STREET ELL PVC LATERAL PIPE PVC SCH 40 TEE OR EL SIDEWALK OR CURB NOTE: ASSEMBLE l'ITTINGS AND NIPPLES WITH "TEFLON" TAPE TYPICAL NOTE: INST ALL PVC ELLS SO THEY TIGHTEN WITH DOWNWARD THRUST OF RISER SCHEDULE 80 PVC NIPPLE 6" MIN. SCHEDULE 40 PVC THREADED 90 ELL " MIN. !Mn fill\ fill\ FINISH GRADE 4" OR 6" POP-UP SPRAY HEAD W/ FACTORY INSTALLED CHECK VALVE SCHEDULE eo PVC RISER 8" MIN. SCHEDULE 40 PVC THREADED 90 ELL PVC LATERAL LINE @ SHRUB HEAD ON RISER A i-------NO SCALE ® 4 11 & 6 11 POP-UP B NO SCALE SPRINKLER HEAD PVC SCH. 80 NIPPLE PVC SCH.80 ELBOW SCH.40 PVC MAILE ADAPTOR 0:: O:c LI. l-o o.. .....,_..i,..---1 i5 ~ 8~ ...J "' w w I-~-~-r W<-r (/) ...J PVC LATERAL PVC SCH. 40 ELL. PVC SCH. 80 NIPPLE 1r E" MANUAL CONTROL VAL VE -.. ,, BACKFLOW PREVENTER ATMOSPHERIC VACCUM BREAKER INST ALL 6" ABOVE TOP OF HIGHEST SPRINKLER HEAD CUT HOLE IN PVC PIPE AND TIE GAL V. WIRE TO SLEEVE 4" DIAMETER PVC SLEEVE MANUAL CONTROL VAL VE FINISH GRADE 4" MIN. ~ :c SCH. 40 PVC MALE u. ~ / ADAPTOR . Ow Zo w 8 I:!! ~2 w< "' :::! PVC MAINLINE WI ATMOSPHERIC NO SCALE B/15/96 ADJ. PRESSURE REGULATOR FINISH GRADE FACTORY UNION SCH. 80 PVC NIPPLE SCH.40 PVC FEMALE ADAPTOR 4XB BRICK (1 OF 4) 2 CUBIC FEET OF 4" WASHED GRAVEL ® PRESSURE REGULATOR F------NO SCALE 12 II GEAR DRIVEN SHRUB ROTOR CHECK VALVE OR COUPLER USE FACT ORY INSTALLED CHECK VALVE IN HEAD IF AVAILABLE ~--TWO STAINLESS STEEL HOSE CLAMPS W / PROTECTIVE VINYL TUBING 3/4" SCH. 80 PVC RISER SCH.40 PVC TEE OR ELL WALK/CURB BOTTOM OF SLOPE .. • ... • • .!, • ' . . . . . . . 7 "'·-: ~'.: ~. . ,•. . . .. ½" RE -BAR ST AKE ........__ 2· MARLEX 90 ~TREET ELLS 6" FOR BALL VALVES 2·1/2" a. LARGER USE RECTANGULAR THERMOPLASTIC VALVE BOX VALVE BOX FINISH GRADE/TOP OF MULCH BALL VALVE W/ UNION PVC PIPE EXTEN. SIZE AS REQUIRED TYPICAL c-------© GEAR DRIVEN ROTOR NO SCALE @ BALL VAL VE WI TH U ION 0 1--------- NO SCALE G SLEEVE CHART FOR IRRIGATION PIPE AND WIRES TO IRRIGATION SYSTEM 1'' SCHEDULE 40 PVC MAINLINE UNLESS NOTED OTHERWISE PIPE SCHEDULE 40 PVC SLEEVE SIZE CONTROLLEF SCHEDULE 40 PVC WIRES SLEEVE SIZE -3/4" 2" 1-18 2" I I I 1" PRESSURE REGULATOR SET AT 75 PSI TYPICAL SEE DETAIL 'F' 1" BALL VALVE W/ UNION SEE DETAIL 'D' 1-1/4" CAPPED COPPER MAINLINE OR RESIDENCE 1 " 1-1/4" 1-½" 2" 2-112" 3" 4" 2" 19-24 1' 2·1/2" 2·½" 25-36 I 3" 3" 37-48 ' 4" 4" 49-72 6" 6" 6" 6" L-NOTE: I ¾" POTABAILE WATER METER I M 11--------BY OTHERS E UIPMENT ARRANGEMENT FOR P .O.C. AT RESIDENTIAL LOTS r SLEEVE CHART IS FOR THE CONVENIENCE TO THE CONTRACTOR. CONTRACTOR SHALL PROVIDE ADEQUATE PIPE SLEEVE SIZE TO ACCOMMODATE THE INST AILLATION OF THE IRRIGATION PIPE AND WIRES SLEEVE CHART FOR IRRIGATION PIPE & WIRES NO SCALE NO SCALE Landscape Architeoture • Planntna La Jolla Centre II 92Mi Towne Centre Drive, Suite 340 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS 98-045 11 AS BUILT 11 DATE RLA----EXP. ___ _ RE,VIEWED BY: ' ...-"I. San Diego, Cl!. 92121-3002 \ 619.660.1575 • Fax 650.1580 INSPECTOR DATE ~ \)~SCAPr - 1----+---+----------+--------+--l----+-----l I SH!:T I CITY OF CARLS BAD f5Hmsl2 :;., PLANNING DEPARTMENT ~ ;::::====~=========::::::::::=============='--==~ IRRIGATION C'E:T'AI~~· R!e: 1RANCHO CARRILLO VILLAGE "Q-6" k~r~,1/,,, -::J1T/, . . APPROVED ~JI l"·?f-';t; l<I 9 'i•-i/~. ASSISTANT l(L..~NG DIRECTOR DATE .r~ .. : "'~ 4~~._,l--=+--,,-,-l----------------+---+=~,,....!-...,.,.,=-+-,.,,~c-1 :=o=wN=sY=,==::::=:::;-';:I ===PR=o=JE=c=r =N=o.==~1 =D=R=Aw=1=NG=No=. OF C•\.\\~ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: i " REVISION DESCRIPTION CT9718 35O7M ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWO BY: • - EXP. DATE !r,i-01 i I, I I CMWD 96-525 I>' UI 0 • _, 3 V l>J._ VE BOX OVER 3/." GRAVEL 1 CU. FT. QUICK COUPLER VALVE RED BRASS RISER RED BRASS COUPLING RED BRASS NIPPLE 4" LONG 4XB BRIC (4-REQUI RED BRASS 90 ELBOW NOTE: QUICK COUPLING VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER CD QUICK COUPLING VAL VE 1~----NO SCALE r STREET SURF ACE ' <O 12" MINIMUM REQUIRED VERTICAL SEPARATION POT ABLE MAINLINE (SEE IMPROVEMENT DRAWINGS) ~~SLEEVE RECYCLED WATER IRRIGATION MAINLINE ~ NOTE: ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN: 'STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS' 'CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS', OCTOBER 1993 ©POTABLE MAINLINE CROSSING NO SCALE 30-INCH LINEAR LENGTH OF WIRE COILED WATER PROOF CONNECTION (1 OF 2) FINISH GRADE/TOP OF MULCH (CLOSE PVC SCH 40 ELL SCH. 80 NIPPLE (2-INCH LENGTH HIDDEN) AND SCH. 40 ELL PVC MAINLINE PIPE Q) REMOTE CONTROL VALVE J ~-----NO SCALE ,--.--I rr-==--=__j-jf:==::::::::r~ 10' MINIMUM TO POTABLE MAINLINE IN STREET NOTE: CURB & GUTTER SIDEWALK METER BOX W/METER POTABLE SERVICE LIHE 12" MINIMUM 0 RECYCLED WATER ------'l,:.;R~R~I G::.-Ac.;Tc;.I=oNe=M-"'A"'I N~L~l~N W/SLEEVE VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE STREET. , ' POTABLE SERVICE LINE CROSSING ,M,1-N-O-SC_A_L_E ____________________ _ = lO <1 ' 1 • <I = N CONCRETE MOW CURB SCORE JOINT SEE NOTE •2 SHRUB AREA {SEE PLAN) •3 REB/IR CONT. -#----~~N IF-------+-+-1 ,.__<l_•.,;,.·4<1_· _·_;·_· •_, ---~1 ~1-+1---"--'90='/.-'CC-'O'-"'M'-'PA..c,Cc:cTE""D'--S'°'U:.,:B---,GR_..AD=E 3'' 6" NOTES: 1. REBAR SHALL BE CONTINUOUS W/12" OVERLAP. 2, PROVIDE½" EXPANSION JOINTS C! 30' O.C. 8, 1/s" X 13/4" SCORE JOINTS C! 10' O.C. 0 CONCRETE MOW CURB K --------SCALE: 3"·1'-0" a121196 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT 11 ' RLA ____ EXP. ___ _ REVIEWED BY: 98-045 DATE DATE l---+----+---------+----11---+---+---l I SH~ET I CI y OF CARLSBAD ~2 t:> PLANNING DEPARTMENT LJLl ::==:::...':::::=:::::t:=======:='.-=====! IRRIGATION t:>!oT,111,._. ~: '" RANCHO CARRILLO VILLAGE "Q-6" DATE INITIAL ENG I NEER OF WORK REVISION DESCRIPTION OTHER APPROVAL EXP, DATE -,-')I •fl CMWD 96-525 (.,-) u, 0 I .,J > SECTION 02441 IRRIGATION SYSTEM PART 1 · GENERAL 1 .1 GENERAL CONDITIONS: 1.2 THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARE AN ADDED PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK SHALL APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. SCOPE: THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. OWNER/DEVELOPMENT WILL OBTAIN AND PAY ALL PERMITS REQUIRED BY GOVERNING AUTHORITIES. ALL ON SITE, RECLAIMED WATER PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AND ALL OTHER LOCAL GOVERNING CODES, RULES, AND REGULATION. ALL PIPING SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE MANUFACTURER'S NAME OR TRADEMARK, NOMINAL SIZE, AND SCHEDULE OR CLASS INDICATING THE PRESSURE RATING. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. PERMITS AND LICENSES UNLESS OTHERWISE STATED, SECURE THE REQUIRED LICENSES AND PERMITS INCLUDING PAYMENTS OF CHARGES AND FEES, GIVE REQUIRED NOTICES TO PUBLIC AUTHORITIES, AND VERIFY PERMITS SECURED OR ARRANGEMENTS MADE BY OTHERS AFFECTING THE WORK OF THIS SECTION. · WATER METERS AND POWER METERS WILL BE THE RESPONSIBILITY OF THE OWNER AND /OR HIS REPRESENTATIVE FOR INSTALLATION AND PERMIT FEES. 1.2.1 RELATED WORK; . 1 LANDSCAPING SECTION 02480 . 2 COMPLIANCE TO CITY OF CARLSBAD RECLAIMED WATER STANDARDS 1.2.2 QUALITY ASSURANCE .1 QUALIFICATIONS OF INSTALLERS PROVIDE AT LEAST ONE PERSON WHO SHALL BE PRESENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE WORK AND WHO SHALL BE THOROUGHLY FAMILIAR WITH THE TYPE OF MATERIALS BEING INSTALLED, THE MATERIAL MANUFACTURE'S RECOMMENDED METHODS OF INSTALLATION, THE CITY OF CARLSBAD RECLAIMED WATER STANDARDS AND WHO SHALL DIRECT ALL WORK PERFORMED UNDER THIS SECTION. • 2 CODES AND STANDARDS IN ADDITION TO COMPLYING WITH ALL PERTINENT CODES AND REGULATIONS, COMPLY WITH THE LATEST RULES OF THE NATIONAL ELECTRICAL CODE AND ELECTRICAL SAFETY ORDERS OF THE STATE OF CALIFORNIA, DIVISIONS OF INDUSTRIAL SAFETY, FOR ALL ELECTRICAL WORK AND MATERIALS. REFER TO THE LATEST EDITION OF THE GREEN BOOK STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION WHERE APPLICABLE. THE CITY OF CARLSBAD RECLAIMED WATER STANDARDS, LATEST EDITIONS AND RULES AND REGULATION FOR RECLAIMED WATER SERVICE IN THE CITY OF CARLSBAD. LATEST EDITIONS ARE INCORPORATED UNTO THESE SPECIFICATIONS BY REFERENCE WHERE RECLAIMED WATER IS PROPOSED. 1. 3 SUBMITTALS: 1. 4 .1 SUBMIT COMPLETE MATERIAL LIST PRIOR TO PERFORMING ANY WORK. SUBMIT CATALOG DATA AND FULL DESCRIPTIVE LITERATURE WHENEVER THE USE OF ITEMS DIFFERENT THAN THOSE SPECIFIED IS REQUESTED. SUBMIT NOTARIZED CERTIFICATES BY PLASTIC PIPE AND FITTING MANUFACTURERS INDICATING THAT MATERIAL COMPLIES WITH SPECIFICATIONS, UNLESS MATERIAL HAS BEEN PREVIOUSLY APPROVED. .2 SUBMIT MATERIAL LIST USING THI! FOLLOWING LAYOUT (DOUBLE SPACED BETWEEN EACH ITEM) ITEM, DESCRIPTION MANUFACTURER MODEL NO, 1. PRESSURE MAINLINE LASCO SCH. 40 2. LAWN HEAD RAIN BIRD 1806·12F 3. ETC. ETC. ETC. .3 EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT OR CITY INSPECTOR MAY BE REJECTED AND SUCH MATERIALS REMOVED FROM THE SITE AT NO EXPENSE TO THE OWNER/DEVELOPMENT. .4 APPROVAL OF ANY ITEMS, ALTERNATIVE, OR SUBSTITUTION INDICATE ONLY THAT THE PRODUCT(S) APPARENTLY MEET THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTED. • 5 THE CONTRACTOR IS RESPONSIBLE FOR PERFORMANCE OF SUBSTITUTED ITEMS. IF SUBSTITUTION PROVES TO BE UNSATISFACTORY, REPLACE IT WITH ORIGINALLY SPECIFIED ITEM, AT NO COST TO THE OWNER/DEVELOPMENT. GUARANTEE: • 1 SUBMIT WRITTEN GUARANTEE IN APPROVED FORM THAT ALL WORK SHOWING DEFECTS IN MATERIALS OR WORKMANSHIP WILL BE REPAIRED OR REPLACED AT NO COST TO THE OWNER/DEVELOPMENT FOR A PERIOD OF ONE YEARS FROM THE DATE OF ACCEPTANCE BY THE OWNER/DEVELOPMENT. .2 THE GUARANTEE FORM SHALL BE RE-TYPED ONTO THE CONTRACTOR'S LETTERHEAD AND CONTAIN THE FOLLOWING INFORMATION: A. GUARANTEE FOR IRRIGATION SYSTEM • (PROJECT NAME) WE HEREBY GUARANTEE THAT THE IRRIGATION SYSTEM WE HAVE FURNISHED AND INSTALLED FOR (PROJECT NAME) IS FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP, AND THE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, ORDINARY WEAR AND TEAR AND UNUSUAL ABUSE, OR NEGLECT EXCEPTED. WE AGREE TO REPAIR OR REPLACE ANY DEFECTS IN MATERIAL OR WORKMANSHIP WHICH MAY DEVELOP DURING THE PERIOD OF 1 YEAR FROM DATE OF ACCEPTANCE AND ALSO TO REPAIR OR REPLACE ANY DAMAGE RESULTING FROM THE REPAIRING OR REPLACING OF SUCH DEFECTS AT NO ADDITIONAL COST TO THE OWNER/DEVELOPMENT. WE SHALL MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME, AS DETERMINED BY THE OWNER/DEVELOPMENT, AFTER RECEIPTS OF WRITTEN NOTICE. IN THE EVENT OF OUR FAILURE TO MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME AFTER RECEIPT OF WRITTEN NOTICE FROM THE OWNER/DEVELOPMENT, WE AUTHORIZE THE OWNER/DEVELOPMENT TO PROCEED TO HAVE SAID REPAIRS OR REPLACEMENTS MADE AT OUR EXPENSE AND WE WILL PAY THE COSTS AND CHARGES THEREFORE UPON DEMAND. 1 .5 1.5.1 B. PROJECT: (PROJECT NAME) C. LOCATION: (LEGAL DESCRIPTION OF PROJECT PROPERTY) SIGNED: __________ TITLE: ________ _ ADDRESS: ___________________ _ TELEPHONE: SIGNATURE AND DATE: _____________ _ OBSERVATION: INSPECTION SCHEDULE . 1 IN ALL CASES WHERE OBSERVATION OF THE SPRINKLER SYSTEM WORK IS REQUIRED AND/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE DIRECTION AND/OR OBSERVATION OF THE LANDSCAPE ARCHITECT OR CITY INSPECTOR. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR IN ADVANCE FOR THE FOLLOWING INSPECTIONS, ACCORDING TO THE TIME ·INDICATED: A. PRE-JOB CONFERENCE • 7 CALENDAR DAYS B. LOCATION OF IRRIGATION SLEEVES C. LAYOUT OF CONTROL EQUIPMENT, SPRINKLER HEADS AND PIPING- 32 HOURS D. PRESSURE MAINLINE INSTALLATION AND TESTING -32 HOURS E. CONFORMANCE TO REGULATIONS FOR RECLAIMED WATER • 3 2 HOURS F. LATERAL TRENCH DEPTH CHECK • 32 HOURS G. COVERAGE TEST • 32 HOURS H. FINAL INSPECTION • 48 HOURS I. NOTIFY THE City OF CARLSBAD 24 HOURS IN ADVANCE OF BEGINNING OF WORK. (438-1161, EXT. 4221) J. NOTIFY THE CITY OF CARLSBAD 24 HOURS IN ADVANCE OF BEGINNING CONSTRUCTION. (438-1161, EXT. 4221) • 2 WHEN INSPECTIONS HAVE BEEN CONDUCTED BY OTHER THAN THE LANDSCAPE ARCHITECT OR THE LANDSCAPE COORDINATOR, SHOW EVIDENCE OF WHEN AND BY WHOM THESE INSPECTIONS WERE MADE. . 3 NO INSPECTION WILL COMMENCE WITHOUT AS-BUILT DRAWINGS. IN THE EVENT THE CONTRACTOR CALLS FOR AN INSPECTION WITHOUT AS-BUILT DRAWINGS, WITHOUT COMPLETING PREVIOUSLY NOTED CORRECTIONS, OR WITHOUT PREPARING THE SYSTEM FOR INSPECTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REIMBURSING THE LANDSCAPE ARCHITECT OR THE LANDSCAPE COORDINATOR AT THE RATE OF $95.00 PER HOUR (PLUS ANY TRANSPORTATION COST) FOR THE INCONVENIENCE. NO FURTHER INSPECTIONS WILL BE SCHEDULED UNTIL THIS CHARGE HAS BEEN PAID. THE CITY WILL REQUIRE AS-BUILT DRAWINGS TO BE APPROVED PRIOR TO BACKFILLING MAINLINE TRENCH. 1.6 TESTING: GENERAL . 1 FURNISH ALL NECESSARY TESTING EQUIPMENT AND PERSONNEL T 0 MEET TESTING REQUIREMENT .2 CORRECT ALL DEFECT AND RETEST UNTIL ACCEPTANCE BY OWNER AND CITY. 1.6.1 TESTS .1 MAKE HYDROSTATIC TESTS ONLY IN THE PRESENCE OF THE REPRESENTATIVE OF THE OWNER/DEVELOPMENT. AIR PRESSURE CHECK ALL LINES THAT COULD WEAKEN OR DAMAGE ANY MAJOR STRUCTURES OR HARDSCAPES, IF WATER WERE USED. NO PIPE SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED, TESTED, AND APPROVED. (INCLUDING AS-BUILTS) .2 FURNISH NECESSARY FORCE PUMP AND ALL OTHER TEST EQUIPMENT. .3 TEST ALL PRESSURE MAINLINES UNDER A HYDROSTATIC PRESSURE OF 150 P.S.I. FOR A PERIOD OF FOUR HOURS. . 4 ALL TESTING SHALL BE APPROVED PRIOR TO THE INSTALLATION OF REMOTE CONTROL VALVES, QUICK COUPLERS, OR OTHER VALVE ASSEMBLIES. • 6 ALL PIPING UNDEl'I PAVED AREAS SHALL BE TESTl!D UNDER A HYDROSTATIC PRESSURE OF 150 P.S.I. AND PROVED WATERTIGHT, PRIOR TO THE PAVING OPERATION. 1.6.2 ADJUSTING SYSTEM \ \ .1 THE CONTRACTOR SHALL FLUSH AND ADJUST ALL IRRIGATION HEADS AND VALVES FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO WALKS, ROADWAYS, BUILDINGS, WALLS AND OTHER STRUCTURES AS MUCH AS POSSIBLE. • 2 IF IT IS DETERMINED THAT ADJUSTMENTS IN THE IRRIGATION EQUIPMENT OR NOZZLE CHANGES WILL PROVIDE PROPER AND MORE ADEQUATE COVERAGE, MAKE ALL SUCH CHANGES OR MAKE ARRANGEMENTS WITH MANUFACTURER TO HAVE ADJUSTMENT MADE, PRIOR TO PLANTING. • 3 ADJUST REMOTE CONTROL VALVES (BATTERY SYSTEMS) SO THAT THE MOST REMOTE SPRINKLER HEADS OPERATE AT THE PRESSURE RECOMMENDED BY SPRINKLER MANUFACTURER. 1.6.3 COVERAGE TEST .1 WHEN THE IRRIGATION SYSTEM IS COMPLETED, PERFORM A COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT, LANDSCAPE COORDINATOR OR CITY INSPECTOR, TO DETERMINE IF THE WATER COVERAGE FOR PLANTING AREAS IS COMPLETE AND ADEQUATE. FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLANS OR WHERE THE SYSTEM HAS BEEN WILLFULLY INSTALLED AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUSLY INADEQUATE OR INAPPROPRIATE, WITHOUT BRINGING THIS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR. THIS TEST SHALL BE ACCOMPLISHED BEFORE ANY GROUND COVER IS PLANTED. 1.8.4 FINAL ACCEPTANCE .1 WHEN ALL WORK UNDER THIS CONTRACT HAS BEEN COMPLETED, INCLUDING TESTING ADJUSTMENTS, ADDITIONS OR DELETIONS, THE CONTRACTOR WILL NOTIFY THE OWNER FOR FINAL INSPECTION AND APPROVAL. FINAL ACCEPTANCE BY THE OWNER DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY OF WARRANTY. 1.8.5 MINOR ADJUSTMENTS .1 MINOR ADJUSTMENTS (LEVELING AND CLEANING SPRINKLER HEADS, VALVE BOXES, ETC. INCLUDING PROTECTION FROM VANDALISM) WILL BE MADE BY THE OWNER AFTER ACCEPTANCE OF THE SYSTEM AND DURING THE WARRANTY PERIOD. 1. 7 RECORD DRAWINGS: 1. 7 .1 RECORD DRAWINGS .1 RECORD DRAWINGS SHALL BE PREPARED AND SHALL SHOW ALL CHANGES IN THE WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS INCLUDING THOSE INVOLVING BOTH CONSTANT-PRESSURE AND INTERMITTENT-PRESSURE LINES AND APPURTENANCES. • 2 ALL CONCEPTUAL OR MAJOR DESIGN CHANGES, INCLUDING ANY CHANGES THAT MAY BE AFFECTED BY THE REQUIREMENTS OF THESE STANDARD SPECIFICATIONS, SHALL BE APPROVED BEFORE IMPLEMENTING THE CHANGES IN THE CONSTRUCTION CONTRACT. FAILURE TO RECEIVE PRIOR APPROVAL MAY RESULT IN TERMINATION OF SERVICE. . 3 RECORD ACCURATELY ON ONE SET OF BLACK AND WHITE PRINTS OF THE IRRIGATION DRAWINGS, ALL CHANGES IN WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS, INCLUDING CHANGES IN BOTH PRESSURE AND NON-PRESSURE LINE. . 4 UPON COMPLETION OF EACH INCREMENT OF WORK, TRANSFER ALL SUCH INFORMATION AND DIMENSIONS TO THE PRINTS. RECORD CHANGES AND DIMENSIONS IN A LEGIBLE AND PROFESSIONAL MANNER. WHEN THE DRAWINGS ARE APPROVED, TRANSFER ALL INFORMATION TO A SET OF REPRODUCIBLE SEPIA MYLAR DRAWINGS SUPPLIED AT COST BY THE LANDSCAPE ARCHITECT. . 5 DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE (BUILDINGS, MONUMENTS, SIDEWALKS, CURBS, PAVEMENT). POST INFORMATION ON AS-BUILT DRAWINGS DAY TO DAY AS THE WORK IS INSTALLED. ALL DIMENSIONS NOTED ON DRAWINGS SHALL BE 1 / 4 INCH IS SIZE. . 6 UPON COMPLETION OF EACH INCREMENT OF WORK, ALL REQUIRED INFORMATION AND DIMENSIONS SHALL BE TRANSFERRED TO THE RECORD DRAWINGS. FACILITIES AND ITEMS TO BE LOCATED AND VERIFIED ON THE RECORD DRAWINGS. SHOW DIMENSIONAL LOCATION AND DEPTH OF THE FOLLOWING: A. POINT OF CONNECTION B. ROUTING OF IRRIGATION PRESSURE MAINLINES AND ALL SLEEVES (DIMENSION MAXIMUM 10 FEET ALONG ROUTING AND ALL DIRECTIONAL CHANGES.) C. GATE VALVES. D. IRRIGATION CONTROL VALVES E. QUICK COUPLER VALVES F. ROUTING OF CONTROL WIRES G. AUTOMATIC CONTROLLERS H. OTHER RELATED EQUIPMENT (AS DIRECTED BY THE LANDSCAPE ARCHITECT) . 7 MAINTAIN AS-BUILT DRAWINGS ON THE SITE AT ALL TIMES. THESE DRAWINGS ARE SUBJECT TO INSPECTION AT ANYTIME!. .8 MAKE ALL CHANGES TO REPRODUCIBLE DRAWINGS IN INK (NO BALL· POINT PEN). USE ERADICATING FLUID WHEN REDOING DRAWINGS. CHANGES AND DIMENSIONS SHALL BE RECORDED IN A LEGIBLE AND PROFESSIONAL MANNER. RECORD CONSTRUCTION DRAWINGS SHALL BE MAINTAINED AT THE JOB-SITE DURING CONSTRUCTION. • 9 THE LANDSCAPE ARCHITECT SHALL PROVIDE A COMPLETE SET OF "AS-BUILT" MYLARS TO THE CITY OF CARLSBAD UPON COMPLETION OF CONSTRUCTION. ONA WILL BE REQUIRED TO TRANSFER ALL AS· BUILT INFORMATION TO MYLARS. AS-BUILTS SHALL BE ON CITY ORIGINAL MYLARS. cooe REQUIREMENTS SHALL GOVERN, UNLESS WRITTEN PERMIssI0N Tb THE CONTRARY IS GRANTED BY THE AGENCY. 1.8.2 EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING IN 1.8.3 1.8.4 1 .8.5 1.8.6 1.8. 7 THE AREA DUE TO EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES CAUSED BY HIS OPERATIONS. CONNECTIONS SHALL BE MADE AT APPROXIMATELY THE LOCATIONS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS. SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING Wl~H ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS. I I PLAN LOCATIONS OF HEADS, VALVES, CONTROLLER AND PIPE LINES ARE DIAGRAMMATIC AND INDICATE THE SPACING AND RELATIVE LOCATIONS OF ALL INSTALLATIONS . ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX (6) INCHES FROM EACH OTHER, AND FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. DIELECTRIC BUSHINGS SHALL BE USED IN ANY CONNECTIONS WITH PIPING OF DISSIMILAR METAL MATERIALS . I 1.8.8 POINT OF CONNECTION SHALL BE APPROXIMATELY AS SHOWN O'N DRAWINGS. CONNECT NEW UNDERGROUND PIPING AND VALVES AND PROVIDE ALL FLANGES, ADAPTERS OR OTHER NECESSARY FITTINGS FOR CONNECTION. 1.8.9 PERMISSION TO SHUT OFF ANY EXISTING IN-USE WATER LINES MUST ~E OBTAINED 48 HOURS IN ADVANCE, IN WRITING FROM THE OWNER/DEVELOPMENT. THE CONTRACTOR SHALL RECEIVE INSTRUCTIONS FROM THE OWNER/DEVELOPMENT, AS TO THE EXACT LENGTH OF TIME OF EACH SHUT-OFF. 1. 8 .10 CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS. 1.8.11 1.8.12 1.8.13 i MAINTENANCE. THE ENTIRE IRRIGATION SYSTEM SHALL BE UNDER FUILL AUTOMATIC OPERATION FOR A PERIOD OF 7 DAYS PRIOR TO ANY PLANTING . THE WORK SHALL BE ACCEPTED IN WRITING WHEN THE ENTIRE SCOPE J F WORK HAS BEEN COMPLETED SATISFACTION TO THE OWNER JUDGING THE WORK. NO ALLOWANCE FOR DEVIATION FROM THE ORIGINAL PLANS AND SPECIFICATIONS WILL BE MADE UNLESS PREVIOUSLY APPROVED BY THE OWNER. WHEN ANY ITEM APPEARS ON THE PLAN AND NOT IN THE SPECIFICATIONS, OR IN THE SPECIFICATION S AND NOT ON THE PLANS, IT SHALL BE CONSIDERED IN BOTH. WHEN CONFLICTS ARISE, THE HIGHEST STANDARDS WILL PREVAIL. THE OWNER OR HIS AUTHORIZED REPRESENTATIVE SHALL HAVE THE FINAL AUTHORITY ALL ITEMS OF THE PROJECT. ' SERVICE BY THE CONTRACTOR; I 1.7.2. OPERATION AND MAINTENANCE MANUALS THE CONTRACTOR SHALL SERVICE THE SYSTEM AT THE OWNE~'S REQUEST DURING THE GUARANTEE PERIOD AND SHALL BE PAID FOR WORK PERFORMED WHICH IS NOT COVERED BY THE GUARANTEE. IF REQUESTED BY THE OWNER, THE CONTRACTOR SHALL FURNISH THE OWNER WITH A SCHEDULE OF SERVICE FEE FOR ADDITIONAL WORK REQUESTED OUTSIDE OF THE GUARANTEE. 1. 7 .3 1.8 1. 8.1 .1 PREPARE AND DELIVER TO THE OWNER WITHIN 10 CALENDAR DAYS PRIOR TO COMPLETION OF CONSTRUCTION, ALL REQUIRED AND NECESSARY DESCRIPTIVE MATERIAL IN COMPLETE DETAIL AND PROPERLY PREPARED IN FOUR (4) INDIVIDUAL BOUND COPIES. DESCRIBE THE MATERIAL INSTALLED IN SUFFICIENT DETAILS TO PERMIT QUALIFIED OPERATING PERSONNEL TO UNDERSTAND, OPERATE AND MAINTAIN ALL EQUIPMENT. INCLUDE SPARE PARTS LIST AND RELATED MANUFACTURER INFORMATION FOR EACH EQUIPMENT ITEM INSTALLED. EACH MANUAL SHALL INCLUDE THE FOLLOWING: A. INDEX SHEET STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER. B. DURATION OF GUARANTEE PERIOD C. LIST OF EQUIPMENT WITH NAMES AND ADDRESSES OF MANUFACTURER'S LOCAL REPRESENTATIVE. D. COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR EQUIPMENT. . 2 IN ADDITION TO THE MAINTENANCE MANUALS, PROVIDE THE MAINTENANCE PERSONNEL WITH INSTRUCTIONS FOR MAJOR EQUIPMENT AND SHOW WRITTEN EVIDENCE TO THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR AT THE CONCLUSION OF THE WORK THAT HIS SERVICE HAS BEEN RENDERED. CHECK UST .1 COMPLETE THE FOLLOWING CHECKLIST AT THE END OF THE PROJECT, USING THE FORMAT SHOWN: A. PLUMBING PERMITS (IF NONE REQUIRED, SO NOTE) B. MATERIALS APPROVAL C. PRESSURE MAINLINE TEST (BY WHOM AND DATE) D. AS-BUILT DRAWINGS COMPLETED (RECEIVED BY AND DATE) E. CONTROLLER CHART COMPLETED (RECEIVED BY AND DATE) F. MATERIALS FURNISHED (RECEIVED BY AND DATE) G. OPERATION AND MAINTENANCE MANUALS FURNISHED (RECEIVED BY AND DATE) H. SYSTEM AND EQUIPMENT OPERATION INSTRUCTIONS (RECEIVED BY AND DATE) I. MANUFACTURER WARRANTEES (RECEIVED BY AND DATE) J. WRITTEN GUARANTEE BY CONTRACTOR (RECEIVED BY AND DATE) .2 FORWARD SIGNED AND DATED CHECKLIST TO LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR BEFORE FINAL ACCEPTANCE OF PROJECT. GENERAL REQUIREMENTS: CODE REQUIREMENTS SHALL BE THOSE OF STATE AND MUNICIPAL AGENCIES AND REGULATIONS LOCALLY GOVERNING THIS WORK, PROVIDING THAT ANY REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS, NOT CONFLICTING THEREWITH BUT EXCEEDING THE .. I THE CONTRACTOR SHALL ENGAGE THE SERVICES OF A PROFESSIONAL WATER MANAGEMENT COMPANY APPROVED BY THE IRRIGATION DESIGNER TO PROVIDE SUPPORT SERVICES FOR THE FOLLOWING IRRIGATION EQUIPMENT: EXCESS FLOW SENSING AUTO-RAIN SHUT OFF AND CALIBRATING SENSORS FOR EXCESS FLOW. INSPECT AND TEST CONTROLLERS AND GROUND FAULT. I PROVIDE TECHNICAL SUPPORT ON THE JOB SITE AS REQUESTED ~y CONTRACTOR FOR CONTROLLERS, EXCESS FLOW SENSING AND AUTO- RAIN SHUT OFF SENSING SYSTEMS. TRAINING IN OPERATION OF ALL EQUIPMENT, . FIVE YEAR LIMITED FIELD SERVICE WARRANTY FOFI CONTROLLERS AGAINST ORIGINAL DEFECTS IN MATERIALS AND WORKMANSHIP. WARRANTY SHALL BE PROVIDED IN WRITING. AVAILABLE THROUGH HYDROSCAPE PRODUCTS • STEVE MCCLEAN (619) 560-1600. PART 2 • PRODUCTS l 2.1 MATERIALS: ALL MATERIALS AND EQUIPMENT USED IN SPRINKLER IRRIGATION WO K SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS AND OF QUALITY AND PERFORMANCE AS SPECIFIED. 2.1.1 PIPING: PIPE SIZES SHOWN ARE NOMINAL INSIDE DIAMETER UNLESS OTHERWISE NOTED. .1 POLYVINYL CHLORIDE PIPE (POTABLE); ALL PVC MATERIAL SHALL CONFORM TO ASTM D1784, CELL CLASS 12454B. A. B. c. PVC PLASTIC PRESSURE LINES: FOR PIPING UPSTREAM OF MANUAL CONTROL VALVES SHALL BE PVC 1120, CLASS 31S (SOR 13.5) CONFORMING TO ASTM D2241 OR SCHEDULE 40, . CONFORMING TO ASTM 01785. I PVC PLASTIC NON-PRESSURE LINES: FOFI PIPING DOWNSTREAM OF REMOTE CONTROL VALVES, SHALL BE PVC 1120, CLASS 200 (SOR 21), CONFORMING TO ASTM D2241. IDENTIFICATION: FURNISH PLASTIC PIPE CONTINUOUSLY AND PERMANENTLY MARKED WITH FOLLOWING INFORMATION: MANUFACTURER'S NAME OR TRADE MARK, SIZE, CLASS AND TYPE OF PIPE, WORKING PRESSURE AT 73.4 DEGREES F., AND NATIONAL SANITATION FOUNDATION (NSF) RATING. ' "AS BU IL T '' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS RLA! EXP, ___ _ Landacap• A.rohtleoture • Planntn1 La Jolla Centre II 11855 To,rne Centre Drive, Suite 340 ,-""-San Diego, CA 92121-3002 \ 619.550.1575 • Fo.x 550.1580 REVIEWED BY: INSPECTOR 98-045 DATE DATE l----+---+---------+--+-+---l----J I S7HEET I CITY OF CARLSBAD ~ ~=:::::'....'::::=:::t::::::P:::LAN:::::N::::IN::::G::D::::E::P::AR::T::ME:::N::::T====~~==~~ IRRIGATION SPECltlCATIONS FOR• RANCHO CARRILLO ~ \.~lllSCAPr VILLAGE ~~~ . 1/.% !::: ii} ~ -APPROVED ~£} It} z; .. , q ·, »i,----+--+------------------1---+--+--+---I ASSISTANT PLA ~G?!;;D~IR~E'""c""To"'R,-----.J -2~ti ¾-;, f..-A~i$i~~f----!=~DA~T~E:+:IN:IT:l=AL+=============.====i=::DA:T:E:r:IN:1:Tl~AL=i:~O~A:TE~kl:N:IT:l:Al~ OWN BY: PROJECT NO, DRAWING NO, 'Orc~l\\ REVISION DESCRIPTION CRHVKWOD BBYY:.---CT97-18 350-7M ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL "Q-6'' EXP, DATE 3,,i,o\ CMWD 96-525 w ..,, 0 ' -l :z -o ...J r,s....., ----------- . 2 POLYVINYL CHLORIDI PIPI!(" COLORl!P CODl!D PURPLI!") !'OB NON- POTABLE WATER: (1) PVC PLASTIC PRESSURE LINES: FOR PIPING UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS. ALL THREE (3) INCH AND SMALLER SHALL BE PURPLE COLORED PVC MEETING ASTM-1784, TYPE I, GRADE PVC-1120, CELL CLASS 12548. PIPE, ASTM 2241 FOR SDR CLASS PIPE, ASTM 2672 FOR "ALERTLINE" OR EQUAL. PRESSURE MAINLINE: 1·1/2" AND SMALLER PIPI! -SCHEDULE 40 PVC 2" AND LARGER PIPE • CLASS 315 PVC, SDR-15.5 NON-PRESSURE LATERAL: ALL NON-PRESSURE PIPE -CLASS 200 PVC PIPE TYPE I, GRADE I PVC PIPE: OUTSIDE. DIAMETER OF PIPE SHALL BE THE SAME AS IRON PIPE:. PIPE SHALL BE MARKED ON TWO SIDES OF THE PIPE AT 24" INTERVALS WITH "CAUTION RECLAIMED WATER." SCHEDULE 4 0 PIPE SHALL NOT BE THREADED. SOLVENT SHALL BE AS SUPPLIED BY PIPE MANUFACTURER. PIPE SHALL BE PURPLE IN COLOR. . 2 BRASS PIPE SHALL !IE IPS STANDARD WEIGHT 125 POUNDS, 85% RED BRASS. 2:1 .2 FITTINGS AND CONNECTIONS: .1 POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS: TYPE: 11, GRADE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING, TAPERED SOCKET OR MOLDER THREAD TYPE, SUITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED WITH FOLLOWING INFORMATION: NOMINAL PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC FITTING SHALL CONFORM TO ASTM D2464 AND D2466. • 2 BRASS PIPE FITTINGS AND CONNECTIONS: STANDARD 125 POUND CLASS 85% RED BRASS FITTINGS AND CONNECTIONS. 2.1.3 RISERS: .1 ALL SPRINKLl!:R HEADS SHALL HAVE RISERS AND SWING JOINTS AS SHOWN IN THE DETAIL DRAWINGS. ALL RISERS AND SWING JOINTS SHALL USE MARLEX FITTINGS AND SCHEDULE 80 PVC RISERS OR NIPPLES. 2.1.4 FITTINGS: .1 FITTINGS, IN GENERAL, FOIi ALL INSTALLATIONS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT PRICE AND SHALL II E THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL OF REQUIRED FITTINGS TO COMPLETE THE CONTRACT. . 2 ALL FITTINGS FOR PIPE THREE (3) INCHES AND SMALLER SHALL BE SCHEDULE 40 • 3 ALL TEES FOR THE INSTALLATION OF SWING JOINTS WILL II E INSTALLED WITH DURA, LASCO TEE OR EQUAL. 2.1.6 MONITORING DEVICES . 1 ALL MONITORING DEVICES SUCH AS FLOW AND PFIESSURE MEASUREMENTS, SHALL BE AS SHOWN ON DRAWINGS. 2.1.8 120 VOLT WIRE TO CONTROLLER • 1 120 VOLT WIRE SHALL WIRE SHALL BE PER LOCAL CODE AS TYPI!, SIZE AND QUALITY. INSTALL U.L. APPROVED CONDUIT A MINIMUM OF 24" BELOW GRADE FROM THE POWER METER TO CONTROL UNITS OR OTHER REQUIRED SERVICES. ALL SPLICES TO BE IN APPROVED PULL BOXES. ALL WIRES TO BE TWIN COPPER OR OTHER DESIGNATION AS REQUIRED BY CODE. 2.1. 7 REMOTE CONTROL VALVES, ELECTRICAL .1 THE ELECTRIC REMOTE CONTROL VALVES(PRESSURE REGULATING) SHALL BE OF THE STYLE AND MANUFACTURES SHOWN ON THE DRAWINGS, OR APPROVED EQUAL, AND INSTALLED PER DETAILED DRAWINGS AND MANUFACTURER'S RECOMMENDATION. .2 VALVES SHALL BE INSTALLED A MINIMUM OF 6" FROM ALL FIXED OBJECTS AND 12" APART FROM EACH OTHER. 2.1.e VALVE BOX CNON POTABLE): .1 ALL VALVES INCLUDING PRESSURE REGULATING VALVES, MASTER VALVES, REMOTE CONTROL VALVES, BALL VALVES, SHALL BE INSTALLED IN SUITABLE VALVE BOXES AS SHOWN IN DETAILS. ALL SHALL BE MARKED "PRV","MV"',"RCV","BV"', OR "DF" RESPECTIVELY WITH STATION NUMBERS FOR CONTROL VALVES EMBOSSED ON THE VALVE COVER. ALL SHALL STATE "RECLAIMED WATER" IN ENGLISH AND SPANISH. (RCV BOXES SHALL HAVE LOCKING COVERS) OTHER BOXES SUCH AS PULL BOXES. ETC. SHALL BE MARKED ACCORDINGLY. VALVE BOXES SHALL BE "PURPLE" IN COLOR. .2 FOR REMOTE CONTROL VALVES, PRESSURE REGULATORS & WYE STAINERS, MASTER VALVES, AND 2·1/2"LARGER BALL VALVES : USE 9·1/2" X 16" X 11" PLASTIC METER BOX. . 3 FOR 2" AND SMALLER BALL VALVES, FLOW METERS : USE 10" X 1 O· 1/4" ROUND BOX WITH EXTENSION AS NEEDED (MINIMUM 6" PVC DIAMETER ). 2.1.9 SPRINKLER Hl!AD; • 1 SPRINKLER HEADS SHALL BE AS REQUIRED ON THE DRAWINGS OR APPROVED EQUAL. ALL SPRINKLER HEADS ARE TO HAVE FACTORY BUILT IN CHECK VALVES OR A CHECK VALVE UNDER EACH HEAD. SPRINKLER HEADS SHALL HAVE A FACTORY COLORED "PURPLE RECLAIMED WATER" DESIGNATION AS A PART OF THE SPRINKLER OR IF NOT AVAILABLE BE PAINTED PURPLE AS DIRECTED BY THE CITY OF CARLSBAD. 2.1.10 BALL VALVES: . 1 BALL VALVE TWO (2") INCH SIZE AND SMALLER SHALL MEET ASTM STANDARDS WITH SEALS WHICH ARE SELF ADJUSTING TO COMPENSATE WEAR. BALL VALVES SHALL HAVE MOLDED MICRO- FINISH BALL WITH LOW TORQUE REQUIREMENTS TO OPERATE UNIT MANUALLY. BALL VALVE SHALL HAVE A PATENTED FEATURE "PRE· LOADED" STEM SEAL AND IMPACT RESISTANT HANDLES. • 2 BALL VALVES (2·1/2) INCH SIZE TO (4} INCH SIZE SHALL HAVE DOUBLE UNION WITH ONE END BLOCKED WHICH PREVENTS BALL FROM BEING BLOWN OUT UNDER PRESSURE. BALL SEATS ARE TEFLON TO INSURE EASE OF OPERATION. END CONNECTOR CARRIER AND STEM "0' RING ARE EPDM OR VITON. 2.1.11 MANUAL CONTROL VALVE; .1 MANUAL CONTROL VALVE 3/4" AND 1" SIZE SHALL BE MADE OF HEAVY-DUTY BRASS WITH A WHEEL HANDLE AND RATED TO 150 PSI. 2.1.12 ATMOSPHl!RIC VACUUM BBEAKl!B: .1 ATMOSPHERIC VACUUM BREAKER 3/4" AND 1" SIZE SHALL IE MADE OF HEAVY-DUTY BRASS CONSTRUCTION PREVENTING BACKFLOW OF WATER INTO FRESH WATER LINES. OPERATING PRESSURE OF 15 TO 150 PSI AND SHALL BE MANUFACTURED BY THE SAME MANUAL CONTROL VALVE LISTED ABOVE. 2.1.13 CONCRETE FOOTINGS SHALL BE 2,000 PSI CONCRETE AT 28 DAYS. 2.1.14 BACKFILL SHALL BE CLEAN FILL SOIL WITH NO ROCKS OR CLOD 1/2" OIi LARGER. 2. 1 . 1 5 WARNING TAP!! : . 1 SHALL BE PLASTIC TAPE PREPARED WITH SILVER PRINTING ON A PURPLE FIELD HAVING THE WORDS, "CAUTION: RECLAIMED WATER LINE BELOW". THE OVERALL WIDTH SHALL BE 3 INCHES. . 2 WARNING (CAUTION) TAPE SHALL BE MANUFACTURED l!IY THOR ENTERPRISE, INC., P.O. BOX 450 SUN PRAIRIE, WISCONSIN, 53590, (PHONE: (608) 837-7197) 2 .1 .16 WARNING LABELS & SIGNS : SHALL BE APPROVED BY THE DISTRICT ENGINEER TO BE INSTALLED ON DESIGNATED FACILITIES. FACILITIES SUCH AS CONTROLLER ENCLOSURE AS DESIGNATED BY THE DISTRICT ENGINEER OR INSPECTOR. SEE COVER SHEET FOR ADDITIONAL REQUIREMENTS . 2.1.17 WARNING TAGS: ALL RECLAIMED WATER SPRINKLER CONTROLS VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. SEE COVER SHEET FOR ADDITIONAL REQUIREMENTS . 2.1.18 CONTRACTOR SHALL PROVIDE TO THE OWNER: • 1 THREE (3) CONTROL VALVE KEYS. .2 FOUR (4) WRENCHES FOR REMOVING EACH DIFFERENT TYPE OF SPRINKLER HEAD. . 3 TWO (2) 48" TEE WRENCHES FOR OPERATING BALL VALVES. . 4 FIVE (5 EA.) QUICK COUPLER KEYS AND FIVE (5 EA.) HOSE BIB ASSEMBLIES (POTABLE & NON-POTABLE). 2.1.18 PRESSURE REGULATOR AND WYE STRAINER SHALL BE OF l!IRONZE BODY WITH SCREW FITTINGS. SEE DETAILS AND DRAWINGS. PART 3 -EXECUTION 3. 1 GENERAL REQUIREMENTS: 3.1.1 LOCATIONS ON DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE ONLY AND SHALL BE CHANGED AND ADJUSTED AS NECESSARY AS DIRECTED TO MEET EXISTING CONDITIONS AND OBTAIN COMPLETE WATER COVERAGE. LOCATE AND STAKE ALL WORK AND OBTAIN APPROVAL OF THE ARCHITECT BEFORE INSTALLATIONS. 3.1.2 INSTALL AND EXTEND SYSTEM AS SHOWN ON THE DRAWINGS, AND AS NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND BPECIFICATIONS. 3.1.3 LOCATE LINES, VALVES AND OTHER UNDERGROUND UTILITIES AND RECEIVE THE APPROVAL OF THE ARCHITECT BEFORE DIGGING TRENCHES. 3. 1 .4 REFER TO THE CITY OF CARLSBAD STANDARDS FOFI lll!CLAIMED PIPI! INSTALLATION. ALL CITY OF CARLSBAD STANDARDS TAKE PRECEDENCE OVER PLANS AND SPECIFICATIONS FOR THE PROJECT UNLESS NOTED AND APPROVED. 3. 2 INSTALLATION OF IRRIGATION SYSTEM: 3.2.1 EXCAVATION AND BACKFILLING OF TRENCHES; .1 EXCAVATE TRENCHES, PREPARE SUBGRADE, AND BACKFILL TO LINI! AND GRADE WITH SUFFICIENT ROOM FOR PIPE FITTINGS, TESTING AND INSPECTING OPERATIONS. DO NOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECTED TO A HYDROSTATIC TEST AS SPECIFIED. .2 DEPTH OF TRENCH: POLYVINYL CHLORIDE PRESSURE LINE (LESS THAN 3")SEE LEGEND PRESSURE MAINLINES ( 3" AND UP TO 6'"') SEE LEGEND POLYVINYL CHLORIDE NON-PRESSURE LINE SEE LEGEND CONTROL WIRE SEE LEGEND . 3 TRENCHING THROUGH ARl!AS WHERE TOPSOIL HAS BEl!N SPREAD: (1) DEPOSIT TOPSOIL ON ONE SIDE OF TRENCH AND SUBSOIL ON OPPOSITE SIDE. . 4 SUBSOIL SHALL BE FREE OF ALL ROCKS AND CLODS 1/2 INCH IN DIAMETER, DEBRIS, AND LITTER, PRIOR TO USI! AS BACKFILL WHERE SO INDICATED ON DETAIL. • 5 REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE OR FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN INSPECTED AND APPROVED FOR TIGHTNESS QUALITY OF WORKMANSHIP AND MATERIALS. ' • B BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE! AND APPROVED MATERIAL, TAMPING SOIL AROUND PIPE AND THOROUGHLY COMPACTING ALL TRENCH FILLS UNTIL 90% COMPACTION HAS BEEN ACHIEVED. . 7 BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROCKS AND CLODS 1/2" AND LARGER • .8 CONTRACTOR SHALL NOT INSTALL PIPE ACROSS CONCRETE DRAINAGE SWALE. CONTRACTOR SHALL JACK OR BORE UNDER SWALE TYPICAL. 3.2.2 UNDER EXISTING AND IOR PROPOSED PAVEMENT .1 TRENCHES LOCATED UNDER AREAS WHERE PAVING, ASPHALTIC CONCRETE OR CONCRETE WILL BE INSTALLED SHALL BE BACKFILLED WITH CLEAN FILL SOIL, IN A SLEEVE AND COMPACTED IN LAYERS TO 95% COMPACTION, USING MANUAL OR MECHANICAL TAMPING DEVICES. TRENCHES FOR PIPING WHICH ARE NOT UNDER PAVING SHALL BE COMPACTED TO EQUAL COMPACTION OF THE EXISTING ADJACENT UNDISTURBED SOIL AND SHALL BE LEFT FLUSH WITH THE ADJOINING GRADE. THE IRRIGATION CONTRACTOR SHALL SET IN PLACE, CAP AND PRESSURE TEST ALL PIPING UNDER PAVING PRIOR TO PAVING WORK . • 2 PIPING UNDER EXISTING PAVEMENT MAY BE INSTALLED BY JACKING, BORING, OR HYDRAULIC DRIVING. HOWEVER, NO HYDRAULIC DRIVING WILL BE PERMITTED UNDER ASPHALT PAVING. .3 PROVIDE FOR A MINIMUM COVER OF 18 INCHES BETWEEN THE TOP OF THE PIPE AND THE BOTTOM OF THE AGGREGATE BASE FOR ALL PRESSURE AND NON PRESSURE PIPING INSTALLED UNDER ASPHALTIC CONCRETE PAVING. .4 SECURE PERMISSION FROM THE OWNER/DEVELOPMENT BEFORI!! CUTTING OR BREAKING EXISTING PAVEMENT. ALL NECESSARY REPAIRS AND REPLACEMENTS SHALL BE APPROVED BY OWNER/DEVELOPMENT, AND SHALL BE AT NO ADDITIONAL COST TO OWNER/DEVELOPMENT. I 3.2.3 INSTALLATION OF POLYVJNYL CHLORIDE PIPE: .1 BECAUSE OF THE NATURE OF PLASTIC PIPE AND FITTINGS, EXERCISE CAUTION IN HANDLING, LOADING AND STORING, TO AVOID DAMAGE. . 2 THE PIPE AND FITTINGS SHALL BE STORED UNDER COVER UNTIL USED, AND SHALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY FLAT SO AS NOT TO BE SUBJECTED TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. .3 ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCARDED UNTIL SUCH DENTED OR DAMAGED SECTION IS CUT AND REJOINED WITH A COUPLING. .4 TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH GRADE TO THE TOP OF THE PIPE. THE BOTTOM OF THE TRENCH SHALL BE FREE OF ROCKS, CLODS, AND OTHER SHARP-EDGED OBJECTS • .5 PIPE ENDS AND FITTINGS SHALL BE WIPED WITH MEK, OR EQUAL, BEFORE WELDING SOLVENT IS APPLIED. WELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL BE BEVELED TO REMOVE BURRS AND EXCESS BEFORE FITTING AND GLUING TOGETHER. .6 PIPE SHALL BE SNAKED FROM SIDE-TO-SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. . 7 CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR INSPECTION DURING TESTING. . 8 NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTIONS HAVE BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING AND CURING . . 9 PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS, METAL NIPPLE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH. .10 PLASTIC TO PLASTIC JOINTS: SOLVENT•Wl!LD, USING SOLVENT RECOMMENDED BY PIPE MANUFACTURER ONLY . .11 SOLVENT-WELD JOINTS: ASSEMBLE PER MANUFACTURER'S RECOMMENDATION. .12 ALL PRESSURE PIPE 3" OR LARGER SHALL HAVE THE CORRECT SIZED CONCRETE THRUST BLOCK INSTALLED AT EVERY ABRUPT CHANGE OF ALIGNMENT: AT GATE VALVES. TEES, ELBOWS, CROSSES AND ENDS OF PIPE RUNS; OR WHEREVER THE CITY ENGINEER DEEMS ONE TO BE NECESSARY. THRUST BLOCKS SHALL BE INSTALLED AS PER DETAIL. 3.2.4 INSTALLATION OF BRASS PIPE; .1 CUT BRASS PIPING BY POWER HACKSAW, CIRCULAR CUTTING MACHINE USING AN ABRASIVE WHEEL, OR HAND HACKSAW. cucr NO PIPING WITH METALLIC WHEEL CUTTER OF ANY DESCRIPTION. REAM AND REMOVE ROUGH EDGES OR BURRS SO SMOOTH AN UNOBSTRUCTED FLOW IS OBTAINED. .2 CAREFULLY AND SMOOTHLY PLACE ON MALE THREAD ONLY. TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES. CAULKING IS NOT PERMITTED. 3.2.5 REMOTE CONTROL WIRING; .1 DIRECT BURIAL CONTROL WIRE SIZES: AS SHOWN AND SPECIFIED HEREIN BEFORE . .2 PROVIDE ONE CONTROL WIRE AND ONE COMMON GROUND WIRE TO SERVICE EACH VALVE IN SYSTEM. PROVIDE 4-FOOT MINIMUM EXPANSION LOOP AT EACH VALVE TO PERMIT REMOVAL AND MAINTENANCE OF VALVES . .3 INSTALL CONTROL WIRES AT LEAST 24" BELOW FINISH GRADE AND MINIMUM OF 4" FROM ANY PIPE OR FITTINGS EXCEPT AS TERMINAL POINTS. .4 INSTALL CONTROL WIRES AND IRRIGATION PIPING IN COMMON TRENCHES WHEREVER POSSIBLE. .5 CONTROL WIRE SPLICES: ALLOW ONLY ON RUNS OF MORE THAN 300 FEET, SPLICES AS FOLLOWS: (1) STRIP OFF MINIMUM OF 2·1/2 INCHES OF INSULATION FROM EACH WIRE. (2) CONNECTING AND SPLICING OF WIRE AT THE VALVES SHALL BE MADE USING DURA SEAL CRIMP SPLICES AS MANUFACTURED BY RAYCHEM CORPORATION. CONTRACTOR SHALL REFER TO RAYCHEM INSTALLATION PROCEDURES USING ULTRATORCH 3 HEATING TOOL. NO OTHER SPLICES WILL BE ALLOWED . 3.2.B VALVES: .1 ALL VALVES SHALL BE INSTALLED AS SHOWN IN THE DETAILS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND AS REQUIRED BY THE CITY OF CARLSBAD FOR IDENTIFICATION, PER RECLAIMED WATER STANDARDS, IF USED. .2 ALL AUTOMATIC VALVES SHALL BE SIZED AS SHOWN ON PLANS • GATE VALVES SHALL BE LINE SIZE. .3 INSTALL EACH CONTROL VALVE IN A SEPARATE VALVE BOX WITH A MINIMUM OF 12" SEPARATION BETWEEN VALVES AND B" FROM ANY FIXED OBJECT OR STRUCTURE • 3.2. 7 VALVE BOX: .1 INSTALL VALVE BOXES AS SHOWN ON DETAIL. INSTALL NO MORE THAN ONE VALVE PER BOX. VALVE BOXES INSTALLED NEAR WALKS +-- 1 I SHALL ABUT FROM THOSE ITEMS AND THE TOP SU~FACES SHALL l!I E FLUSH WITH ITEMS LISTED ABOVE. I ' .2 ALL BOXES ARE TO BE MARKED AS TO THE ''TYPE OF VALVE, CONTROL STATION NUMBER IF APPLICABLE AND IDENTIFIED AS REQUIRED, PER RECLAIMED STANDARDS. 3.2.8 SPRINKLER HEADS: . 1 ALL SPRINKLER HEADS SHALL BE INSTALLED AS PEIi DETAILS SHOWN. . 2 NOZZLE SIZE OF ALL HEADS SHALL BE ADJUS'!'ED TO SUIT ANY PARTICULAR CONDITIONS OF THE AREA. THIS SHALL BE DONE AFTER THE SYSTEM HAS BEEN THOROUGHLY TESTED, IMMEDIATELY AFTER WRITTEN NOTIFICATION BY THE ARCHITECT TO DO SO. 3.2.9 BALL VALVES: .1 INSTALL WHERE SHOWN AS DETAILED. 3.2.10 WARNING TAPE: WARNING TAPES SHALL BE INSTALLED DIRECTLY ON TOP OF THE PIPE LONGITUDINALLY AND SHALL BE CENTERED. THE WARNING TAPE SHALL BE INSTALLED CONTINUOUSLY FOR THE ENTIRE LENGTH OF THE PIPE AND SHALL BE FASTENED TO EACH PIPE LENGTH BY PLASTIC TAPE BANDED AROUND THE PIPE WITH FASTENERS NO MORE THAN 5 FEET APART. TAPING ATTACHED TO THE SECTIONS OF PIPE BEFORE LAYING IN THE TRENCH SHALL HAVE FLAPS SUFFICIENT FOR CONTINUOUS COVERAGE. ALL RISERS BETWEEN THE MAINLINE AND CONTROL VALVES SHALL BE INSTALLED WITH WARNING TAPE. A SECOND WARNING TAPE RUNNING CONTINUOUSLY ABOVE PIPING TO BE INSTALLED 12 INCHES ABOVE RECLAIMED WATER LINE. 3.1.11 WARNING LABELS & SIGN: INSTALL WHERE SHOWN AS DETAILED 3.1.12 WARNING TAGS: INSTALL WHERE SHOWN AS DETAILED 3.2.13 BACKFLOW PREVENTER: I .1 BACKFLOW PREVENTER ASSEMBLY SHALL II~ INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, LOCATED AND AS DIRECTED ON DRAWINGS, AND SHALL CONFORM TO ALL APPLICABLE CODE AND ORDINANCE REQUIREMENTS. .2 EXACT LOCATION AND POSITIONING SHALL BE VERIFIED ON THE SITE BY THE ARCHITECT. 3.2.14 PRESSURE REGULATOR: • ADJUSTED REGULATOR PER PLANS 3.3 CLEAN-UP: AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF THE PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHIN~ WORK. HE SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO THE PLANTINGS. END OF SECTION "AS BU IL T II APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE RLA' EXP, 98-045 DATE ~ Landscape Arob!tootura • Plann!n1 LOCATION OF PLANTING REVIEWED BY: La Jolla Centre n 9255 Towne Centre Drive. SulLe 340 AREAS San Die10, CA 92121-3002 , 819.550.1575 • Fax 550.1580 INSPECTOR DATE I SBT I CITY OF CARLSBAD ~ PLANNING DEPARTMENT '2. • IRRIGATION SPECIFICATIONS FOR, RANCHO CARRILLO ~ \~lllSCAPt VILLAGE "Q-6" ~..... 1/ ~ -.... ~ . <ii{j' APPROVED ~,;;o ~ _. /~·2'i-9~ ~ \ •1.,; ASSISTANT P~NI~G DIRECTOR DATE '"'1'\... =• ~~ OWN BY: I I "tor c~l ,,~ DATE INITIAL DATE INITIAL DATE INITIAL PROJECT NO. DRAWING NO. REVISION DESCRIPTION CHKD BY: CT 97-18 350-7M ENGINEER OF WORK OTHER APPROVAL C lTY APPROVAL RVWD BY: ' EXP. DATE ,-21:91 CMWD 96-525 w u, () I ..J 3, \ \ ::D '' •,,~w, ,N==•••._,., \'. / \,, \ ,, \\~ ·, ' . ,, l"I ~. 'c;o-r ~- ~-NIC. I Gr'\'bc. \; ~ __ ....!:LAN~:.!.· MOlL!..!N.:...· -4--,_!.;::15":.,-_.,.,. Ot- 1 Cfl-, 12. l"lt. 121 ~ \_Al:'., I 3"! \ II lc,,Al-. \ \ \ t::H;A, 1NV,' I ~-I 1 I 9AL-. ale,,~-' 24"~ox \ \ / • • • > 1 \( \ i \ \ //' / ,"' / i / /.,,; ' ' '\/ . ' ,• /'--. /, ~/ /, ,,// :J ,,,··· . ,...--;/// ' . / /::/ / / ,, •.. '"!••· . ' .,._ ' •,_.,,.,-· I / ~-l\~IJSf'A ~~r~ ,2; ~ ~ L,,_ = J ~~ro * ~ ~5 ;.__ Dato "' r hi ,e-. ,. ~l•ol BENCH MARK (335•00.00 POT> DESCRIPTION• STREET CENTERLINE MONUMENT LOCATION• CENTERLINE OF EL CAMINO REAL 0.28 MILE N'LY OF PALOMAR AIRPORT ROAD RECORD FROM• COUNTY OF SAN DIEGO Rl800 ( 249•07. 56) ELEV AT ION• 307.874 DATUM• M. S. L. r- ~ 7-'2,1,-00 o-;J;i: DATE INITIAL ENGINEER OF WORK 1 " ~ NOTE: ALL TREES ARE TO BE LOCATED A MINIMUM OF 3' OUT OF RIGHT-OF-WAY APPROVED FOR PLANTING Landscape Architecture • Planning AND IRRIGATION ONLY, La Jolla Centre II INCLUDING PRECISE 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 LOCATION OF PLANTING 619 550-1575 • Fax 550-1580 ARE S. /1'\ ~U,,,, 1 ldAJ/, I ~•~ I 1.-0T ~ 1-1<,~ ,6,?PA ,,, ,t:,.Li,: ½ I SqET I ,'4:,o yf/>Jt:,;:. rt, (v,.UL 98-045 ! 11 AS BU IL T '' I ! DATE RLA EXP. REVIEWED BY: INSPEC DR DATE ~ 1CITYi OF CARLSIB.4.D ~NNIH&, ,:,e,.,.,,erMetrr 2. PLANTING PLANS FOR: REVISION DESCRIPTION DATE OTHER n,d llllfa1\3116c~s~.d,;i; p• \d_p11n\cCJ I cc:<rp~. pen o,-N0V-1998 ,~•49 INITIAL APPROVAL APPROVED AU/6-r.llt-rr OWN BY: DATE INITIAL CHKD BY: CITY APPROVAL RVWO BY: RANCHO CARRILLO VILLAGE "Q-6" - ~ /~-?1--ff l"lANrflNt; l:>JLec.ro,t DATE I PROJECT NO. I DRAWING NO. CT 97-18 350-?M w u, 0 ' -.I .3 DEPTH OF ROOTBALL 1-11·:, ___,_._,. 2X ROOTBALL SHRUB SLOF'E 1"/FT. .3" MIN BASIN FINISH GRADE FERTILIZER TABLETS ROOTBALL-SET CROWN 1" ABOVE FINISH GRADE DEPTH OF ROOTBALL ITT ITT= 2X ROOTBALL SHRUB SLOPE 1"/FT. 3" MIN BASIN FINISH GRADE I fT I 1=-111 -p~~~ARED BACKFILL MIX FERTILIZER TABLETS ROOTBALL -SET CROWN 1" ABOVE FINISH GRADE OP 1"/FT. ® SHRUB PLANTING A~----No SCALE ® SHRUB PLANTING ON SLOPE Bi----------NO SCALE DEPTH OF ROOTBALL - >-~ .... .,, u V) UJ UJ UJ "' a:: ........ ..... V) ~ ..... ....J B~ I 1:!J 2X ROOTBALL RIGID PVC DRAIN PIPE POSITIVELY DRAIN 8, DAYLIGHT AT SLOPE ONTO 1/2 CU. FT. GRAVEL. 4 TREE TIES CMINl TWO AT TOP OF ST AKES OTHERS WHERE NEEDED TO SUPPORT TREE TREE ST AKES SET OUTSIDE OF ROOTBAI..L 4" PERF. PVC DRAIN PIPE TO BOTTOM OF ROOTBALL W/4" PVC DRAIN CAP/GRATE (BLACK) 6" MIN. BASIN FINISH GRADE FERTILIZER TABLE TS PREPARED ACKFI MIX ROOTBALL -SET 1" ABOVE FINISH GRADE SLOPE 1"/FT. 4" PERF. PVC DRAIN PIPE W/4" PVC DRAIN CAP/GRATE CBLACKl 4" PVC CAP/GRATE IN 12"x12" a" PEA GRAVEL FILLED SUMP. WRAP W/SOIL SEPARATOR TO COVER 8, FAS TEN TO HOLD. 'C~-T_R_E_E_P_L_A_N_T_IN_G_&_ST_A_K_IN_G_O_N_S_L_O_PE_ ,. , NO SCALE PLANTING DISTANCE SCHEDULE FEET ON CENTER ROW DISTANCE SET BACK 'A' 'B' 'C' Ti --::p r 11-011 10½" 11" 1'-3" 1111 1·-0 11 11-611 11-411 11-011 21-011 1'-911 1'-6" 31 -OH 21-611 21-611 6'-0" 51-211 51.511 8'-011 61-1111 71.511 10"-0" a1-a .. 91-611 121-011 10'-511 11'-6" 201-011 17-4" 191-611 PLANTING GRID • • • • • • • • •--;;:;t ••••••• •---"'!of-• • • • • • • • • ....... -~ . . . . . . . . ~ • • • • • • • • . . . . . . . . ·~ D 1-------@ GROUNDCOVER PLANTING N O SCALE ,µrt/' 111'. -H"t~ctr.-"1\ \ 1==1 I I=:\\ L:::: oe,QI elf -~ fl,,#() ~U..111))( ,..,.,.-eisi..v ~r~~~I ~ ==l 311 l\\_ ~-~N \ )l_ I I l:=::j I I I'~ fhJI '}'ip;,,rft>lh © Vll\li f'lJ.t.tn~ E 1--A.;..o..,.~..,...;.--...;_-------- SYMBOL TREES 0 0 g SHRUBS 0 0 0 0 0 ABBREV. EUC. FIC. EUC. NIC. PIN. TOR. TRI. CON. CEA. GRI. 'S. A.' 'SANTA ANA' COT. PAR. HET. ARB. LAN. MON. NER. OLE. 'P.P.' 'PETITE PINK' PIT. TOB. 'VAR.' 'VARIEGATA' AHA. IND. 'BAL.' INA' ~a.I. '7.i7. 12-.' GROUNDCOVERS BAG. PIL. 'T.P.' 'TWIN PEAKS' PLANT LEGEND BOTANICAL NAME EUCALYPTUS FICIFOLIA EUCALYPTUS NICHOLi! PINUS TORREYANA TRISTANIA CONFERTA CEANOTHUS GRISEUS COTONEASTER PARNEYI COMMON NAME RED-FLOWERING GUM NICHOL'S WILLOW-LEAF PEPPERMINT TORREY PINE BRISBANE BOX WILD LILAC RED CLUSTERBERRY HETEROMELES ARBUTIFOLIA TOYON • LANTANA MONTEVIDENSIS LANTANA NERIUM OLEANDER OLEANDER PITTOSPORUM TOBIRA TOBIRA 'VARIEGATA' RHAPHIOLEPIS INDICA INDIA HAWTHORNE BACCHARIS PILULARIS COYOTE BRUSH w/ I.AN. MON.(11y,1-.) ezo' o.c. SIZE 24" BOX 15 GAL. 15 GAL. 15 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. FLATS DEL. ALB. GAZ. SPL. DELOSPERMA 'ALBA' WHITE TRAILING ICE PLANT FLATS GAZANIA SPLENDENS 'MULTI-COLOR' NOTES: 1. ALL TREES, UNLESS OTHERWISE NOTED, SHALL NOT CONFLICT WIT/'t PUBLIC UTILITIES AND SHALL BE LOCATED A MINIMUM OF 3' OUT OF THE PUBLIC RIGHT-OF-WAY. 2. ALL PLANTING AREAS, UNLESS OTHERWISE NOTED, SHALL INCLUDE A COVER CROP MIX IN ADDITION TO THE SPECIFIED PLANT MATERIALS . COVER CROP MIX BOTANICAL NAME Alyssum Alyssum Laslhenia Chrysotoma Phacelia Campanularia COMMON NAME 'Carpet of Snow' 'Royal Carpet' Dwarf Goldfields California Bluebells TOTAL POUNDS PER ACRE The following materials will be in the mixes: Mulch -Cornweb Fiber Binder -Terra Tac #3 F ert,lizer -16-20-0 2,200 lbs/acre 150 lbs/acre lb I 400 s acre RATE LBS/ACRE 3 3 0.5 0.5 7.0 MIX% PURE/GERM 98180 98/80 50160 98175 CLUMPING GAZANIA FLATS i REMARJs DETAIL HT. 10' M 'N. X SP. 4' MIN. C ' HT. 9' Mll<J. X SP. 3' MIN. C i HT. 6' MINI. X SP. 3' MIN. C I HT. 8' MINI. X SP. 3' MIN. (MULTI.) C ' FULL, BUSHY, A/B GOOD COLOR FULL, BUSHY, GOOD COLOR FULL, BU~HY, GOOD COLOR FULL, suJHY GOODCO~OR FULL,BUS~Y, GOOD COLOR FULL, BUSHY, GOOD COLOR Fl.JLL. BuJHY, GOODC OR PLANT@ 12" O.C. PLANT@ 12" O.C. PLANT @ 1'2" O.C. 11 AS A/B A/B A/B A/B A/B A/B D D D B lJ IL T 11 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE RL.t. EXP. LOCATION OF PLANTING A. Lanct.cape Archltectur■ • Plannln1 REVIEWED BY: La lolla Centre II AREAS 9250 Towne Centre Drive, Suite 340 \ San Die~o, CA 92121-8002 819.550.15 6 • Fax 660.16B0 INSPECTOR 1·'l/J-OO c,t,JA 111\ j,.$>() ..,,,..ies ro i..ec,,e,Jo: l.rY} ...,.,,,., , , H•lt'.•'1 ~ ~ CITY OF CARLSBAD f'c;a Loi i. t+o ~ AAe--0 PLANNING DEPARTMENT PLANTING DET -'J S FOR• RANCHO CARRILLO ' VILLAGE "Q-6" V ii .,...., 98-045 DATE DATE ~ 2- 1JIIDSC~ ~SW1.-f~ !:.>f <, -~ APPROVED r~ ~ /t)-Zf-<;<j k+ 'I~ ~•£,,,,J'Jf-ASSISTANT ,..,,.,NnNG DIRECTOR DATE ~ Doto~,-OWN BY: I PROJECT NO, I DRAWING NO. "If' OF C~t 1,~~ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION CT 97-18 350-?M ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: ,-~\·O\ EXP. DATE __ _ I ( w u, 0 , ...i .3 SECTION 02480 LAN DS!cAJ'lN.G !"ART I· GENERAL 1. 1 GENERAL CONDITIONS: THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARE A PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK AND APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1.2 SUMMARY: 1.3 1. 4 1.5 1 .6 THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. . 1 RELIUfill WORK: IRRIGATION SECTION 02441 SUBMITTALS: UPON BEING AWARDED THE PROJECT, CONTRACTOR SHALL SUBMIT A LIST OF SOIL AMENDMENTS, FERTILIZERS AND PLANT MATERIALS WITH QUANTITIES OF EACH WITHIN 15 DAYS FROM AWARD OF CONTRACT. GUARANTEES AND REPLACEMENTS: . 1 SHRUBS, VINES, GROUND COVER AND HYDROSEED SHALL BE GUARANTEED TO REMAIN HEALTHY AND VIGOROUSLY GROWING FOR ONE GROWING SEASON OR NINETY (90) DAYS, WHICHEVER COMES FIRST. • 2 ALL TREES THAT HAVE BEEN SUPPLIED AND INSTALLED UNDER THIS CONTRACT SHALL BE GUARANTEED TO LIVE IN A HEALTHY CONDITION FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE OF PROJECT. IF TREES ARE ALSO SUPPLIED BY THE OWNER, THE GUARANTEE SHALL APPLY AS STATED ABOVE. • 3 ALL PLANTS FOUND TO BE DEAD AND ALL PLANTS NOT IN A VIGOROUS CONDITION NOTED WITHIN THE GUARANTEE PERIOD SHALL BE REPLACED WITHIN FOURTEEN (14) DAYS. • 4 PLANTS USED FOR REPLACEMENT SHALL BE THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED, PLANTED AND FERTILIZED AS ORIGINALLY SPECIFIED, AT NO COST TO OWNER. OBSERVATION: .1 OBSERVATIONS HEREIN SPECIFIED SHALL BE MADE BY THE ARCHITECT AND/OR CITY INSPECTOR. THE CONTRACTOR SHALL REQUEST OBSERVATION IN WRITING, IN ADVANCE OF THE TIME OBSERVATION IS REQUIRED. .2 OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: A. PRE-CONSTRUCTION MEETING. B. INCORPORATION OF SOIL CONDITIONERS ANO FERTILIZERS INTO THE SOIL. C. D. E. F. G. H. UPON THE COMPLETION OF GRADING PRIOR TO PLANTING. APPROVAL OF PLANT MATERIALS. WHEN TREES AND SHRUBS ARE SPOTTED IN PLACE FOR PLANTING, BUT BEFORE PLANTING HOLES ARE EXCAVATED. ORIENTING SPECIFIED TREES. VERIFICATION OF FINISH GRADES. APPLICATION OF PRE-EMERGENT HERBICIDE. I. PRE-MAINTENANCE OBSERVATION. J. WHEN PLANTING, ANO ALL OTHER INDICATED OR SPECIFIED WORK, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED, ACCEPTANCE AND WRITTEN APPROVAL SHALL ESTABLISH BEGINNING OF THE MAINTENANCE PERIOD. THIS IS NOT A FINAL OBSERVATION OR ACCEPTANCE, AND IT DOES NOT RELIEVE THE CONTRACTOR FROM ANY OF THE RESPONSIBILITIES IN THE CONTRACT DOCUMENTS FOR THIS PROJECT. K. FINAL OBSERVATION TO BE HELD AT THE COMPLETION OF THE MAINTENANCE PERIOD. THIS OBSERVATION SHALL ESTABLISH THE BEGINNING DATE FOR THE ONE-YEAR GUARANTEE OF ALL TREES. • 3 ACCEPTANCE: UPON COMPLETION OF THE FINAL OBSERVATION AND THE WORK OF THIS SECTION, THE CONTRACTOR WILL BE NOTIFIED IN WRITING, (1) WHETHER THE WORK IS ACCEPTABLE; AND (2) OF ANY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE. . 4 THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON THE SITE AT THE TIME OF EACH OBSERVATION. MAINTENANCE: .1 .2 .3 .4 .5 THE MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER ALL LANDSCAPE AND IRRIGATION WORK ON THIS PROJECT IS COMPLETED, CHECKED, ACCEPTED, AND WRITTEN APPROVAL FROM THE ARCHITECT IS GIVEN TO BEGIN THE MAINTENANCE PERIOD, AND SHALL CONTINUE THEREAFTER FOR NO LESS THAN 90 CALENDAR DAYS. THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED AREAS OF THE CONTRACT DURING THE PROGRESS OF THE WORK AND DURING THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE OF THE WORK. REGULAR PLANTING MAINTENANCE OPERATIONS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED. PLANTS AND LAWNS SHALL BE KEPT IN A HEALTHY, GROWING CONDITION AND IN A VISUALLY PLEASING APPEARANCE BY WATERING, PRUNING, MOWING, ROLLING, TRIMMING, FERTILIZING, RE-STAKING, PEST AND DISEASE CONTROLLING, SPRAYING, WEEDING, CLEANING-UP AND ANY OTHER NECESSARY OPERATION OF MAINTENANCE. LANDSCAPE AREAS SHALL BE KEPT FREE OF WEEDS, NOXIOUS GRASS, AND ALL OTHER UNDESIRED VEGETATIVE GROWTH AND DEBRIS. ALL PLANTS FOUND TO BE DEAD OR IN AN IMPAIRED CONDITION SHALL BE REPLACED IMMEDIATELY WITHIN 3 DAYS. FERTILIZER (COMMERCIAL): 7-9-4 WITH CHELATED MINERALS SHALL BE APPLIED AT THE RATE OF 12 POUNDS PER 1,000 SQUARE FEET 3 0 DAYS AFTER THE BEGINNING OF THE MAINTENANCE PERIOD, AND EVERY 30 DAYS THEREAFTER, FOR THE DURATION OF THE CONTRACT MAINTENANCE PERIOD. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE APPLICATION RATE. THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD WILL BE EXTENDED, WHEN IN THE OPINION OF THE ARCHITECT, IMPROPER MAINTENANCE AND/OR POSSIBLE POOR OR UNHEALTHY CONDITION OF PLANTED MATERIAL OR UNESTABLISHED NON COVERING LAWNS ARE EVIDENT AT THE TERMINATION OF THE SCHEDULED MAINTENANCE PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE WORK AT N 0 CHANGE IN CONTRACT PRICE UNTIL ALL OF THE WORK IS COMPLETED AND ACCEPTABLE. 1. 7 1.8 1. 9 • 6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION OF THE AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. LAYOUT OF WORK: THE CONTRACTOR SHALL EMPLOY, AT HIS OWN EXPENSE, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR TO LAY OUT THE WORK OF THE PROJECT, TO ESTABLISH ALL REFERENCE POINTS SET FOR CONSTRUCTION AND THE CERTIFICATION OF FINISH GRADES WITH CIVIL ENGINEER DRAWINGS. GENERAL REQUIREMENTS: • 1 THE TERM "PLANTING AREA" SHALL MEAN ALL AREAS TO BE PLANTED WITH TREES, SHRUBS AND GROUNDCOVERS. • 2 • 3 .4 .5 .6 ,7 .8 .9 .10 .11 ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. ALL ROCKS 1" OR LARGER, AND OTHER GROWTH 011 DEBFIIS ACCUMULATED DURING THE DURATION OF THE PROJECT, SHALL BE REMOVED FROM THE SITE UNLESS SPECIFICALLY EXEMPTED IN WRITING. PRIOR TO THE EXCAVATION FOIi PLANTING OR .. PLACING OF PLANT MATERIALS, LOCATE ALL UNDERGROUND UTILITY LINES STILL IN US I! AND TAKE PROPER PRECAUTIONS TO AVOID DAMAGE TO SUCH IMPROVEMENTS. IN THE EVENT OF A CONFLICT BETWEEN SUCH LINES AND PLANT LOCATIONS, NOTIFY THE ARCHITECT WHO SHALL ARRANGE FOR THE RELOCATION OF ONE OR THE OTHER. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR MAKING ANY AND ALL REPAIRS FOR DAMAGES RESULTING FROM WORK AS HEREIN SPECIFIED. GRADING AND SOIL PREPARATION WORK SHALL Bl! Pl!RFORMED ONLY DURING THE PERIOD WHEN BENEFICIAL AND OPTIMUM RESULTS MAY BE OBTAINED. IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEVEL THAT WORKING IT WOULD DESTROY SOIL STRUCTURE, SPREADING AND GRADING OPERATIONS SHALL BE SUSPENDED UNTIL THE MOISTURE CONTENT IS INCREASED OR REDUCED TO ACCEPTABLE LEVELS AND THI! DESIRED RESULTS ARE LIKELY TO BE OBTAINED. ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND IMMEDIATELY INFORM THE ARCHITECT OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE ONLY, AND ARE NOT GUARANTEED. CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS. ADEQUATELY STAKE, BARRICADE, AND PROTECT ALL IRRIGATION EQUIPMENT, MANHOLES, UTILITY LINES, AND OTHER EXISTING PROPERTY DURING ALL PHASES OF THE SOIL AMENDING AND GRADING OPERATIONS. SPECIMEN TAEILS.ltL...E_C_TION; A. B. C. ONE SAMPLE OF EACH TREE VARIETY AND SIZE, CALLED OUT ON DRAWINGS 15-GALLON AND LARGER SHALL BE DELIVERED TO THE PROJECT SITE FOR APPROVAL PRIOR TO INSTALLATION. THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY TREES NOT APPROVED. THE CONTRACTOR AT HIS OPTION AND AT HIS EXPENSE CAN RETAIN THE SERVICES OF THE ARCHITECT TO REVIEW TREES 24" BOX SIZE AND LARGER TAGGED AT THE NURSERY AND/OR AT THEIR PLACE OF GROWTH, OR AS OTHERWISE SPECIFIED ON DRAWINGS. REJECTION AND SUBJ!TITUTION: A. 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. ALL PLANTS SHALL BE OF THE SPECIES, VARIETY, SIZE, AGE, FLOWER COLOR AND CONDITION AS SPECIFIED HEREIN ANO/OR AS INDICATED ON THE DRAWINGS. UNDER NO CONDITION WILL THERE BE ANY SUBSTITUTION OF PLANT SPECIES, VARIETY, OR REDUCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING DRAWINGS, EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. UTILITIES A. ALL UTILITIES (WATER AND ·ELECTRICITY) USED DURING THI! INSTALLATION OF THE LANDSCAPING AND IRRIGATION SYSTEMS FOR THIS PROJECT SHALL BE PAID FOR BY THE OWNER. DURING THE MAINTENANCE PERIOD, THE OWNER SHALL BE RESPONSIBLE FOR PAYMENT OF THE UTILITIES. INVOICING OF PLANT MATERIALS AND SOIL PREPARATION AND SOIL PREPARATION CONFORMANCE TEST: .1 AFTER INSTALLATION OF PLANT MATERIALS, BUT PRIOR TO THE PRE-MAINTENANCE INSPECTION, THE ARCHITECT, WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR THE PLANT MATERIALS AND RELATED ITEMS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA AND/OR THE AMOUNTS SPECIFIED. IF THE MINIMUM AMOUNTS HAVE NOT BEEN FURNISHED, THE ARCHITECT WILL REQUIRE THE INSTALLATION OF ADDITIONAL MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED: • 2 UPON DELIVERY OF MATERIALS AND/OR COMPLETION OF ALL SOIL CONDITIONING AND GRADING, BUT PRIOR TO INITIATING PLANTING OPERATIONS, THE ARCHITECT WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR SOIL PREPARATION MATERIALS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA OF EACH OPERATION. IF THE MINIMUM RATES OF APPLICATION HAVE NOT BEEN MET, THE ARCHITECT WILL REQUIRE THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUM APPLICATION REQUIREMENTS SPECIFIED. . 3 RANDOM SOIL SAMPLES OF SUFFICIENT QUANTITY TO BE REPRESENTATIVE OF THE ENTIRE SITE SHALL BE TAKEN BY THE CONTRACTOR PRIOR TO BEGINNING WORK. THE ARCHITECT, IN THE PRESENCE OF THE CONTRACTOR, SHALL INDICATE ON THE PLANTING PLAN WHERE SOIL SAMPLES SHALL BE TAKEN. CONTRACTOR SHALL SUBMIT SAMPLES TO A LICENSED SOILS TESTING LABORATORY, APPROVED BY THE CITY INSPECTOR. SOIL TEST SHALL CONSIST OF SOIL FERTILITY ANO AGRICULTURAL SUITABILITY CONFORMING TO THE METHODS OF THE UNIVERSITY OF CALIFORNIA EXPERIMENTAL STATION AND USDA, ALONG WITH RECOMMENDATION FOR CORRECTING ANY DEFICIENCY IN THE SOIL. I ' • 4 A SAMPLE OF THE SOIL AMENDMENTS SHALL BE DELIVERED TO THE ARCHITECT WITHIN 15 DAYS AFTER RECORDING OF THE CONTRACT FOR SUBMITTAL TO A TESTING LABORATORY. AFTER SOIL AMENDMENTS HAVE BEEN THOROUGHLY MIXED INTO THE SITE, RANDOM SAMPLES OF THE MIXED SOIL WILL BE TAKEN BY THE ARCHITECT AND SUBMITTED TO THE SOIL LABORATORY FOR COMPARISON TO A CONTROL MIX. COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. . 5 AFTER GRADING AND LEACHING OPl!RATION, FOUR SOIL SAMPLES WILL BE TAKEN BY ARCHITECT AND SUBMITTED TO THE SOIL LABORATORY FOR TESTING OF ECE AND PH. COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. . 2 .3 .4 ... ,., .............. " ...... L ......... ,, ... ,.. STOCK. THEY SHALL BE VIGOROUS, OF NORMAL GROWTH, FREE FROM DISEASE, INSECTS, INSECT EGGS, AND MEET OR EXCEED THE MEASUREMENTS SPECIFIED. PINTO TAGS MUST BE SUBMITTED TO THE ARCHITECT. CONTAINER STOCK (1-GALLON, 5-GALl.ON, 15-GALLON, AND BOX SIZES) SHALL HAVE GROWN IN CONTAINERS FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINED 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 PART 2 • PRODUCTS SHALL BE PLANTED. $ PRUNING SHALL NOT BE DONE, PRIO . TO DELIVERY, EXCEPT BY WRITTEN APPROVAL FROM THE ARCHI ECT • 2 .1 2.2 2.3 2.4 SOIL AMENDMENT ANO FERTILIZER: .1 SOIL CONDITIONER SHALL CONTAIN A SPECIAL BLEND OF ORGANIC FRACTIONS TO SUPPLY SEVERAL DEGREES OF BREAKDOWN RATE WHICH LASTS UP TO 10 YEARS IN THE SOIL, A PORTION OF INOR- GANIC AMENDMENT THAT RESISTS FURTHER BREAKDOWN, PH OF 5.5 TO 6.5, SALINITY OF 3.0, ORGANIC MATTER (DRY WEIGHT BASIS) MORE THAN 90%, NON-IONIC WETTING AGENT AND TOTAL NITROGEN CONTENT OF 0.5%. (LOAMEX, WIL-GRO, LIFE FOREST HUMUS). • 2 GYPSUM SHALL BE A COMMERCIALLY PROCESSED AND PACKAGED GYPSUM (CASO 2H20) WITH MINIMUM 80% GRADE CONTAINING 14% COMBINED SULFUR. • 3 IRON SULFATE (EXPRESSED AS METALLIC) 19% OF QUALITY APPROVED BY ARCHITECT . . 4 SULPHUR (SOIL) (ELEMENTAL) 99% OF QUALITY APPROVED BY ARCHITECT. , 5 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 PERCEN- TAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 1.0% 10.0% 10.0% MINIMUM MINIMUM MINIMUM • B FERTILIZER (COMMERCIAL) SHALL BE LONG-LASTING CONTROLLED RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE- FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIP· MENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 21.0% 0.0% 0.0% MINIMUM MINIMUM MINIMUM • 7 FERTILIZER (COMMERCIAL) SHALL BE LONG-LASTING CONTROLLED RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE- FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIP- MENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: .8 NITROGEN PHOSPHORIC ... ACID POTASH 16.0% 20.0% 0.0% MIN'IMUM MINIMUM MINIMUM FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS WITH CHELATED MINERALS, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 7.0% 9.0% 4.0% MINIMUM MINIMUM MINIMUM • 9 PLANTING TABLETS SHALL BE TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE PLANTING TABLETS, OF VARYING SIZES WITH THE FOLLOWING AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 20.0% 10.0% 5.0% MINIMUM MINIMUM MINIMUM .1 0 SOIL ENHANCER SHALL BE SARVON. PLANTING BACKFILL: PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE OF EXISTING SITE SOIL AND SOIL AMENDMENTS AT THE FOLLOWING MIXTURE: SOIL CONDITIONER SITE SOIL IRON SULFATE GYPSUM 1/3 CU. YD. 2/3 CU. YD. 1 LB./PER CU. YD. OF MIX 10 LBS./PER CU. YO. OF MIX BACKFILL MIXTURE IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. STAKING MATERIALS: STAKES SHALL BE OF LODGE POLE PINI!. THESE SHALL BE STRAIGHT SHAFTS, SHAVED AND CUT CLEAN AND BARE OF BRANCHES AND STUBS, OF UNIFORM THICKNESS WITH A MINIMUM DIAMETER OF 2 INCHES, FREE OF LOOSE KNOTS, SPLITS OR BENDS. STAKES SHALL BE NO LESS THAN TEN (10) FEET IN LENGTH. PLANT MATERIALS: .1 NOMENCLATURE: THE BOTANICAL AND COMMON· NAMES OF PLANTS IFIED CONFORM WITH THE APPROVED NAMES GIVEN IN HEREIN SPEC "AN ANNOTAT CALIFORNIA, PR1NTED 1979 PLANS OF C 3276, PRINTE CALIFORNIA, PLANT MATER ED CHECKLIST OF WOODY ORNAMENTAL PLANTS OF OREGON, AND WASHINGTON", PUBLICATION NO. 4091, AND "AN ANNOTATED CHECKLIST OF ORNAMENTAL OASTAL SOUTHERN CALIFORNIA", PUBLICATION NO. D 1982, BOTH PUBLISHED BY THE UNIVERSITY OF DIVISION OF AGRICULTURAL SCIENCES. SEE LIST OF IAL ON DRAWINGS. .5 .6 .7 .8 .9 .1 0 .13 .14 .1 5 INSPECTION OF PLANT MATERIALS, REQUIRED BY CITV, COUNTY OR STATE AUTHORITIES, SHALL BE A RESPONSIBILITY OF THE CONTRACTOR, AND WHERE NECESSARY CONTRACTOR SHALL HAVE SECURED PERMITS OR CERTIFICATE$ PRIOR TO DELIVERY OF PLANTS TO SITE. PLANTS SHALL BE SUBJECT TO INSPl:CTION, 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. J REJECTED PLANTS SHALL BE REMOV D FROM 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, VARIETY AND COST. ALL SUBSTITUTIONS SHALL BE APPROVED BY THE CITY INSPECTOR ANO ARE SUBJECT TO ARCHITECT'S WRITTEN APPROVAL. QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK SHOWN ON DRAWINGS. THE ARCHITECT RESERVES THE RIGHT TO INSPECT ROOT CONDITION OF ANY SPECIES, PARTICULARLY THOS!, GROWN FROM SEED, AND IF FOUND DEFECTIVE, TO REJECT THE Pli,ANTS REPRESENTED BY THE DEFECTIVE SAMPLE. j IDENTIFY PLANT SPECIES OR VARIETl~S CORRECTLY ON LEGIBLE, WEATHERPROOF LABELS ATTACHED SECURELY TO THE PLANT. THERE SHALL BE A MINIMUM OF ONE LABELED PLANT FOR EACH 5 PLANTS IN A LOT. GROUNDCOVER PLANTS SHALL BE Hl!:ALTHY, VIGOROUS ROOTED CUTTING GROWN IN FLATS UNTIL TRANSPLANTING. BARK MULCH SHALL BE FIRBARK CHIPS OR EQUAL, 1"·3" INTERLOCKING PIECES PACKAGED IH BAGS OR BALES UNLESS APPROVED OTHERWISE BY LANDSCAPE ARCHITECT. CITY MUST RECEIVE AND APPROVE A SAMPLE PRIOR TO DELIVERY OF MULCH TO THE SITE. I PRE-EMERGENT HERBICIDE SHALL BE $URFLAN, TREFLAN, DYMID OR EQUAL. .18 WEED ERADICATION SPRAY WILL BE RbUNDUP. PART 3 • EXECUTION 3.1 SITE PREPARATION AND WEED ABATEMENT: .1 GRUB AND CLEAN PLANTING AREA, REMOVING DEBRIS AND ROCK ANO ERADICATING WEEDS. . 2 WEED ERADICATION SHALL BE DON TEN (10) DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING O IRRIGATION WORK. 3.2 WEED ABATEMENT .1 .2 .3 .4 UPON COMPLETION OF THE IRRIGATIO ! SYSTEM AND AFTER DEBRIS, ROCKS AND EXISTING WEEDS AND GROWTH HAVE BEEN REMOVED FROM THE PLANTING AREA, APPLY 200 POUNDS OF COMMERCIAL FERTILIZER 21-0-0 PER ACRE. WATER ALL AREAS EVERY DAY FOR TWENTY-ONE (21) CONSECUTIVE DAYS AND UNTIL WEED SEEDS HAVE GERMINATED. CEASE WATERING FOR THREE (3) DAYS AND SPRAY NON-SELECTIVE HERBICIDE "ROUNDUP" TO ERADICATE THE GERMINATED WEEDS. TRANSLOCATION OR APPROVED PERIOD SHOULD BE 7-10 DAYS. HERB1cloE APPLICATOR SHALL BE ~ICE NS ED BY THE STATE OF CALIFORNIA. ! ' RAKE AND HAUL OFF ALL DEAD WEEDS TO 1/2 INCH BELOW THE SURFACE OF THE SOIL. IF PERENNIAL WEEDS OR GRASSES Still EXIST, RE-WATER EVERY DAY FOR FOURTEEN (14) CONSECUTIVE DAYS, UNTIL THE NEW GROWTH APPEARS. RE-APPLY A NON-SELECTIVE HERBICIDE. REMOVE WEEDS AFTER HERBICIDE HAS HAD A SUFFICIENT TIME TO KILL. "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE RLIA EXP, 98-045 DATE -· Landscape Architecture • Planning LOCATION r La Jolla Centre II OF PLANTING REVIEWED BY: I 9255 Towne Centre Drive, Suite 340 AREAS \ San Die~f°• CA 92121-3002 619.550.15 5 • Fax 550.1580 INSPECTOR DATE CTEJ CITY OF CARLSBAD urJ I PLANNING DEPARTMENT 'L PLANTING SPECIFICATIONS FQR, RANCHO CARRILLO ~ 1_~\llSCAPr VILLAGE "Q-61' ~ /~ , ~ ~· ' ~ APPROVED _,,,--:::"'/,,,-:fl .,. /t)-Zf-z:5 iii! c;-' //,. C\ f1/L:. , -:: ASSISTANT eLANNING DIRECTOR DATE ~-u OWN BY: I PROJECT NO, I DRAWING NO, ~ DATE INITIAL DATE INITIAL DATE INITIAL 'or c~l ,,~ REVISION DESCRIPTION CHKD BY: CT 97-1~ 350-7M ENGINEER OF WORK ornrn APPROVAL CITY APPROVAL RVWD BY: EXP. DATE -3•11-<>I ---- 3.3 3.4 3.5 SOIL CONDITIONING, FERTILIZING AND ROTOTILLING: .1 FOR AREAS LESS STEEP THAN 2:1: .2 .3 AFTER THE AREAS HAVE BEEN DEEP-RIPPED, 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 INCHES BY ROTOTILLING A MINIMUM OF TWO ALTERNATING PASSES. AMENDMENT MUST BE INTIMATELY BLENDED WITH SOIL. THE THOROUGHNESS AND COMPLETENESS OF THE ROTOTILLING AND INCORPORATION OF SOIL CONDITIONERS/AMENDMENTS SHALL BE ACCEPTABLE TO THE ARCHITECT. A. SOIL CONDrrlONER SOIL SULPHUR IRON SULFATE GYPSUM 5 CU. VD. PER 1,000 SQ. FT. 10 LBS. PER 1,000 SQ. FT. 20 LBS. PER 1,000 SQ. FT. 250 LBS. PER 1,000 SQ. FT. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. B. FERTILIZER (COMMERCIAL): 6-20-20 SHALL Bl! APPLIED AT THE RATE OF 40 POUNDS PER 1,000 SQUARE FEET AND SCARIFIED INTO THE TOP TWO INCHES OF FINISH GRADE. FERTILIZER SHALL BE APPLIED AFTER LEACHING OPERATION. C. $ARVON SHALL BE APPLIED AT THE RATE OF 1 PINT PER 1,000 SQUARE FEET. APPLY SARVON IN AREAS AS RECOMMENDED BY SOIL TEST. FOR BIDDING PURPOSES, ASSUME ALL LANDSCAPE AREAS SHALL BE COVERED. FOR AREAS 2:1 AND STEEPER: AFTER THE AREAS HAVE BEEN ERADICATED OF WEEDS AND FINISHED GRADED, THE FOLLOWING RATES OF SOIL CONDITIONING MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS. NO SCARIFYING OR ROTOTILLING SHALL BE REQUIRED. A. GYPSUM SOIL SULPHUR IRON SULFATE 250 LBS. PER 1,000 SQ. FT. 10 LBS. PER 1,000 SQ. FT. 20 LBS. PER 1,000 SQ. FT. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. B. SARVON SHALL BE APPLIED AT THE RATE OF 1 PINT PER 1,000 SQUARE FEET. APPLY SARVON IN AREAS AS RECOMMENDED BY SOIL TEST. FOR BIDDING PURPOSES, ASSUME ALL LANDSCAPE AREAS SHALL BE COVERED. QfJ;P_.Y\'ATEAJ,.EACJ:11N G; A. AFTER COMPLETE INSTALLATION AND TESTING OF THE IRRIGATION SYSTEM AND APPLICATION OF SOIL CONDITIONING, ALL AREAS SHALL BE DEEP WATER LEACHED AND COMPACTED AND SETTLED BY CONTINUOUS APPLICATION OF IRRIGATION WATER UNTIL THE SOIL HAS RECEIVED A MINIMUM OF SIX INCHES OF WATER. B. AFTER GRADING AND LEACHING OPERATION, FOUR SOIL SAMPLES SHALL BE TAKEN BY ARCHITECT AND SUBMITTED TO SOIL LABORATORY FOR TESTING. SOIL TEST SHALL MEET THE FOLLOWING REQUIREMENTS: c. D. E. F. ECE • MAXIMUM 3.0 X 10.3 PH • MAXIMUM 7.5 A PERCENT OF ORGANIC MATTER SOIL TEST AFTER LEACHING MAY BE REQUIRED BY ARCHITECT. RE-APPLICATION OF SOIL AMENDMENT AND LEACHING OPERATION SHALL BE REPEATED BY CONTRACTOR IF TESTS SHOW A NEGATIVE RESULT. EXPENSE OF TEST, RE- APPLICATION OF A SOIL AMENDMENT AND LEACHING OPERATION SHALL BE BORNE BY CONTRACTOR. DEEP WATER LEACHING SHALL BE DONE PRIOR TO THE APPLICATION OF THE COMMERCIAL FERTILIZER 6-20-20. NO PLANTING SHALL BE INSTALLED UNTIL APPROVAL HAS BEEN GIVEN BY THE ARCHITECT IN WRITING. CARE SHALL BE TAKEN THAT THE RATE OF APPLICATION OF WATER DOES NOT CAUSE EROSION OR $LUFFING OF SOILS. G. ALL DEPRESSIONS, VOIDS, EROSION SCARS, AND SETTLED TRENCHES GENERATED BY THE DEEP WATERING SHALL BE FILLED WITH CONDITIONED TOPSOIL AND BROUGHT TO FINISH GRADE. FINISH GRADING: • 1 FINISH GRADES SHALL BE AS INDICATED ON CIVIL ENGINEER'S AND LANDSCAPE DRAWINGS. .2 FINISH GRADES SHALL BE MEASURED AS THE FINAL WATER- COMPACTED AND SETTLED SURFACE GRADES AND SHALL BE WITHIN PLUS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS AND GRADE LINES INDICATED ON THE CIVIL ENGINEERS DRAWING. UNLESS OTHERWISE NOTED, FINISH GRADE SHALL BE 2" BELOW ADJACENT FINISH PAVING SURFACES IN GROUNDCOVER AREAS AND 1" BELOW IN LAWN AREAS. .3 FINISH GRADES SHALL BE MEASURED AT THE TOP SURFACE OF SURFACE MATERIALS. .4 MOLDING AND ROUNDING OF THE GRADES SHALL BE PROVIDED AT ALL CHANGES IN SLOPE. . 5 ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROM TILLAGE, ROTOTILLING, AND ALL OTHER OPERATIONS, SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED. .6 THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES DURING GRADING AND CONDITIONING OPERATIONS. . 7 FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE WITH ALL SURFACE DRAINAGE AWAY FROM BUILDINGS, WALLS, AND TOWARD ROADWAYS, DRAINS, AND CATCH BASINS. .8 FINAL GRADES SHALL BE ACCEPTABLE TO THE ARCHITECT BEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN. .9 PLANTING SURFACES SHALL BE GRADED WITH NO LESS THAN TWO (2) PERCENT SURFACE SLOPE FOR POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS. PLANTING: . 1 THE LAYOUT OF LOCATIONS FOR PLANTS AND OUTLINES OF GROUNDCOVER TO BE PLANTED SHALL BE APPROVED ON THE SITE BY THE ARCHITECT, PRIOR TO THEIR PLANTING. .2 .3 ALL SUCH LOCATIONS SHALL Bl! CHECKED FOFI 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 ARCHITECT. DAMAGE TO EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. PLANTING TREES, SHRUBS, AND VINES: A. B. C. D. E. F. G. H. I. J. K. M. N. 0. P. Q. ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDES WITH ROUGHENED SURFACES AND SHALL BE OF THE MINIMUM SIZES INDICATED ON 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 ACCEPTABLE SOIL 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. EXCESS SOIL GENERATED FROM THE PLANTING HOLES SHALL BE SPREAD ON THE SITE AS DIRECTED BY THE ARCHITECT. PLANTS IN CONTAINERS SHALL HAVE THE CANS OPl!Nl!D l!IY CUTTING VERTICALLY ON OPPOSITE SIDES OF EACH CAN WITH NURSERY CAN OPENERS, TIN SNIPS, OR OTHER APPROVED INSTRUMENTS FOR THIS PURPOSE. ALL USED CONTAINERS SHALL BE REMOVED TO THE STORAGE AREA OR FROM THE SITE DAILY. THE PLANTS SHALL BE PLANTED AT APPROVED LOCATIONS WITH THE HERETOFORE SPECIFIED CONDITIONER AND SOIL PLANTING BACKFILL. NO PLANT EXCEPT GROUNDCOVER SHALL BE PLANTED WITHIN THREE (3) FEET OF SPRINKLER HEADS. NO TREE SHALL BE PLANTED WITHIN SIX (6) FEET OF SPRINKLER HEADS. THE PLANTS SHALL BE PLACED IN THE PLANTING PITS ON UNDISTURBED GRADE, SO THAT THE CROWNS OF THE ROOT BALLS ARE 1" ABOVE SURROUNDING FINISH GRADE. AFTER SETTING THE PLANTS, THE REMAINING BACKFILL MATERIAL SHALL BE CAREFULLY TAMPED AND SETTLED AROUND EACH ROOT BALL TO FILL ALL VOIDS. EACH TREE AND SHRUB SHALL BE PLACED IN THI! Cl!NTER OF THE HOLE AND SHALL BE SET PLUMB AND HELD RIGIDLY IN POSITION UNTIL THE PLANTING BACKFILL HAS BEEN TAMPED FROM AROUND EACH ROOT BALL. PLANTING TABLETS SHALL BE PLACED IN EACH PLANTING HOLE, LOCATED AS PER MANUFACTURER'S SPECIFICATIONS, AT THE FOLLOWING RATES: (1)·5 GRAM TABLET PER LINER AND FLAT SIZE PLANT. (1)·21 GRAM TABLET PER 1-GALLON CONTAINER. (3)-21 GRAM TABLETS PER 5-GALLON CONTAINER. (5)-21 GRAM TABLETS PER 15-GALLON CONTAINER. (1 )·21 GRAM TABLET PER EACH 3" OF BOX SIZE. 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 Bl! THOROUGHLY WATERED IN TO THE FULL DEPTH OF EACH PLANTING HOLE IMMEDIATELY AFTER PLANTING. ALL TREES SPECIFIED TO BE STAKED SHALL BE STAKED WITH TWO LODGE POLE STAKES, DRIVEN INTO THE GROUND ON THE SIDES OF THE TREE PERPENDICULAR TO THE PREVAILING WINDS. 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 BY LOOPING FIGURE S'S WITH THE INSIDE DIAMETER OF THE TIE AT 2 OR 3 TIMES THE DIAMETER OF THE TREE AND BY TACKING THE BACK OF THE TIE TO THE .STAKE. (SEE DETAILED DRAWINGS.) THI! STAKING SHALL Bl! ACCOMPLISHl!D 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 SUBSURFACE 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, TOPPING, AND/OR CUTTING AND SHALL BE UNDER THE DIRECTION OF THE ARCHITECT. CUTS OVER 3/4 INCH IN DIAMETER SHALL BE PAINTED WITH APPROVED TREE SEALANT. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED AND PLANTED WITH A CRANE. ALL TREES 24" BOX AND LARGER SHALL l!IE SPOTTED IN PLACE PRIOR TO THE DIGGING OF THE HOLE. fl.ANTING GROUNDCOYERS: A. B. C. D. E. F. GROUNDCOVERS SHALL Bl! PLANTED IN THI! AREAS INDICATED ON THE DRAWINGS. THE GROUNDCOVER PLANTS SHALL BE ROOTED CUTTINGS GROWN IN FLATS, AND SHALL REMAIN IN THOSE FLATS UNTIL TRANSPLANTING. ALL GROUNDCOVER PLANTS SHALL BE PLANTED WITH SOIL AROUND ROOTS IN STAGGERED ROWS, EVENLY SPACED AT THE INTERVALS CALLED OUT ON"THE DRAWINGS. THE GROUNDCOVER PLANTS SHALL Bl! PLANTED SUFFI- CIENTLY DEEP TO COVER ALL ROOTS AND A PLANTING TABLET SHALL BE PLACED IN EACH PLANTING HOLE, AS PER MANUFACTURER'S SPECIFICATIONS, AND SHALL BE IMMEDI• ATELV SPRINKLED AFTER PLANTING UNTIL THE ENTIRE AREA IS SOAKED TO THE FULL DEPTH OF ALL THE HOLES. THE GROUNDCOVER PLANTING AREA SHALL BE HAND• SMOOTHED AFTER PLANTING TO PROVIDE AN EVEN, SMOOTH FINAL FINISH GRADE. GROUNDCOVER SHALL BE PLANTED WITHIN 12" OF MAIN PLANT STEM WHERE SHRUBS AND TREES ARE PLANTED. A 3" LAYER OF BARK MULCH SHALL BE PLACED IN ALL NON• TURF PLANTING AREAS LESS STEEP THAN 3:1. 3. 8 HERBICIDE APPLICATION: PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO GROUNDCOVER AREAS ONLY, AND IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. ARCHITECT SHALL BE NOTIFIED AND PRESENT AT THE TIME OF THE APPLICATION. 3. 7 CLEAN UP: AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK. CONTRACTOR SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO PLANTINGS. -NA Landscape Architecture • Planning .. La Jolla Centre II 9255 Towne Centre Drive, SuU.e 340 •"" San Diego. CA 92121-3002 \ 619.550.16'1'5 • Fax 550.1580 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS 11 AS BUILT" RLA----EXP. REVIEWED BY: INSPECTOR 98-045 DATE DATE ~ C TY OF CARLSBAD ~ 1---+---1-----------------i---t---j--4"-, ;~=2.==2==:::::::::::P:::L::AN:::N::IN:;G::::::DE:::P::::AR:::::T:::ME:::N:::::T====--=L:::_j='2..~ PLANTING SPECIFICATIONS FOR• DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL· DATE INITIAL OTHER APPROVAL CITY APPROVAL RANCHO CARRILLO VILLAGE "Q-6" APPROVED ,r;:;2" ij ~./A tJ /tJ-2?-f'J, ASSISTANT PL~OIREC~6..--DATE OWN BY: CHKD BY:--+- RVWD BY: ' I PROJECT NO, CT 97-18- DRAWING NO. 350-7M (IJ "" 0 ' -1 ;