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DWG 269-5L; CT 85-15; PARK VIEW WEST; 01-20
GENERAL NQJES REC! AIMED WATER NOTES RECLAIMED WATER SYSTEM (PRIVATE) SHEET INDEX 1 . 2. All WORK SHALL BE OONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICrs "CARLSBAD RECLAMATION RULES & REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" DATED OCTOBER 1993. All PUBLIC FACILITIES SUCH AS COMFORT STATIONS, OAINKJNa FOUNTAINS. ETC. SHALL BE.PAOTECTED'FROM SPRAY BY RECLAIMED WATER. CARLSBAD TRACT NO. CT 85-15 SHEET NO. I DESCRIPTION TITLE SHEET IRRIGATION NOTES IRRIGATION PLANS IRRIGATION DETAILS PLANTING NOTES PLANTING PLANS PLANTING DETAILS 3. 5. 6. 7. 9. NO PONOINa, AUN-OFF OR OVER SPRAY IS PERMITTED.·. HOSE BIBS ARE STRICTI. Y PA0HIBITED. ON-SITE CROSS-CONNECTIONS BETWEEN -REC(AIUED WA1'EA LINES AND POTABLE WATER LINES IS STRICT1-Y PROHIBITED. • NO SUBSTITUTION OF PIPE. MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTAlcrs RULES AND REGULATIONS. Tl-IE IRRIGATION SYSTEMS SHALL RUN BETWEEN Tl-IE HOURS OF 10:00 P.M. ANO 6:00 A.M. THE FO\.LOWING·MORNINO.(SPOT IRAlGATION COULD BE DONE AT A DIFFERENT TIME) WITH OUALIFIEO SUPERVISION PERSONNEL ON SITE. PROVIDE A MINIMUM OF AT LEAST 16 INCHES OF COVER OVER ALL WIRING ANO PIPING. 10, PRIVATE LOTS SHALL BE PROTECTED FROM CONTACT FROM RECLAIMED WATER, WHETHER BY WINO BLOWN SPRAY OR ·av DIRECT APPLICATION, THROUGH IRRIGATION OR OTHER APPROVED. USE. LACK OF PROTECTION. WHETHER BY DESIGN. CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11, CONTRACTOR SHALL ADJU!,:f HE.ADS JO PREVENT OVER-SPRAYING ON All SIDEWALKS, ST/ll:ET; AND PRIVATE LOTS. , 11. QUICK COUPLING VALVES SHALL HAVE A SPECIAL COUPLE KEY PER CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS . . , J, MEYERS SHALL ae SIZED BY TI-IE CITY OF CARLSBAO'-IUNICIPAl WATER. DISTRICT. 14. ALL IRRIGATION PIPE SHALL BE STENCILED, COLOR-COOED (PURPLE) ANO LAID WITH WARNING TAPE PER THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICTS RULE AND REGULATIONS. 15. ALL POTABLE WATER AND RECI.AIMEO WA1'ER Plf'INO SHALL BE INSTAltEO WITH THE STENCILING ORIENTED TOWARD THE TOP OF TI-IE TRENCH. 18. WHEN A POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS. THE RECLAIMED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. 17, A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTA~LSE TWHAETPEORTAA0NLOE RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIM~ . µ LINE MUST BE INSTALLED ABOVE Tl-IE RECLAIMED LINE. · · ' SIGNAGE NOTES r THE FOLLOWING GUIDELINES FOR THE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8·112" XII" SIZED SIGN. COLOR; PURPLE BACKGROUND WITH BLACK LETTERING. 1. 01 IIDFJ INES FOR BEG! AIMED \'iATFR I ISE .. 1. IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. AND e:oo A,M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON,SITE. NO SYSTEM SHALL AT ANY ·TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL I.IINIMIZE RUN-OFF, POOLING, ANO PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE'NFILTRATIQN RATE OF Tl-IE SOIL TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PAES(;NT. 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. ADJUST SPRAY HEADS TO ELIMINATE OVER SPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND lOTS, ANO STREETS AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT ANO MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC, SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EOUCATe ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECLAIMED·WATER. PERSONNELlJUST· BE INFORMED Tl-lAT A.G. WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND. TOOL. WASHING. !:TC. GIVEN THE HIGH TURNOVER FIATE OF EMPLOYEES IN THE LANDSCAPING INDUSTRY, IT IS IMPORTANT THIS INFORMATIQN 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. -, e. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO AND APPROVED BY THEOISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 18, A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BE'TWEEN UTILITIES MUST BE 7. ALL RECLAIMED WATER SPRINKLER.CONTROL VALVES SHALL BE'TAGGED WITH IDENTIFICATION TAGS. MAINTAINED AT ALL TIMES. * 1 g, DEVELOPER/CONTRACTOR SHALL CONDUCT A CAOSS-CONNECTIOTENATESTTAANCDT COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WA DIS I ENGINEER .aHt,ftJR THE SAN DIEGO COUNTY OEPARTME'NT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE_OF RECLAIMED WATER. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3• )( 4", PURf'Lli IN COLOR WITH THE WORDS, "WARNING BEG! AIMED WATFA • QO NOT DRINK" IMPRINTED ON ONE SIDE. AND "AYISO-AQIIA IMPl!RA • NO JOMAB" ON THE On-JER SIDE. IMPRINTING SHALL BE PERMANENT ANO BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T, CHAISTY ENTERPRISES OR APPROVED EQUAL 20. QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL COM'ORM TO THE FOLLOWING: QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL HAVE ACME TYPE THREADS AND -PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO THE VALVE. QUICK COUPLING VALVES SHALL BE NELSON NO 7645, HUNTER NO. HV100-A·RL-NP OR APPROVED EQUAL. 21 , AN ANNUAL CROSS CONNECTION· INSPECTION·-WILL BENTYDODNEEPA. BRYTMEEINTTHEOAF· CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COLI . . HEAL TH SERVICES. COPIES OF INSPECTION REPORTS WltL BE FORWARDED TO THE NON-INSPECTING PARTY. *22. DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS-"DO NOT DRINK" ON THESE PLANS. *23. *23 .. AN ON-SITE USERISUPERVISClR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEUS WITI-IIN THE PROPERTY, WITH THE llASIC CONCEPTS ~4AW'.lj. .. /CAOSS-CONNECTION PROTECTION, AND THE SPECIFIC REOUIREMl!tD5M ,I Rf CLAIMED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO TI-IE ENGINEER OR THE Sl':N DIEGO COUNTY DEPARTMENT OF ENVIRONME:t-ffAL HEALTH PRIOR TO ANY USE OF RECI..AIMEO WATER. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUM8ING SYSTEMS WITI-IIN Tl-IE PROPERTY, WITH THE BASIC CONCEPTS OF 8ACKFLOWICROSS~ONNECTION PROTECTION. ANO THE SPECIFIC REQUIREMENTS OF A RECLAIMED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONT ACT PHONE NUMBERS SHAI..L BE PROVIDED TO THE ~NG1N!cER OR .THE S!IN DIEGO COUNTY DEPARTM!i'NT OF ENVIRONMENTAL HEAL TH PRIOR TO ANY USE OF RECLAIMED WATER INCASEOFEMEAGENCYCONTACT BILL ALLEN o (213) 282-8820 (FILL IN) --(N-A~M'-E-)_____ (TEL NO.) ORAFTERHOURSCONTACT_ BILLALLEN .0(213)282-8820 (FILL IN) ___ (_NA,....,.M°"E"') "-'-----(TEL NO.) * ITEMS NO'S 8, 19, & 23 SHALL BE REQUIRED JUST PRIOR TO TI-IE ACTUAL USE OF RECLAIMED WATER. ITEM NO. 22 n-lE SIGNAGE PLAN SHALL BE A PART OF n-1I5 I.P. BUT THE ACTUAL SIGNS AND TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF A.G. WATER. 24, SHOW ALL fUBLIC ANO PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS. r; BLACK LOGO ~ PURPLE 0 BACKGROUND '. . . / 3s· / 1" BLACK LF17"ERS i~----i----/-----.l!N::.:..T,:.:,,:::S·:1.-_,1.:-..--------il--'i,o WARNINO.RE;CLAIMED .WAT.EA DONOTDRINK RECLAIME·D WATER AVISO--AGUA IMPURA NOTOMAR 8. ONETAl'.l SHAL.L BE ATTACHED TO EACH VA~VE AS FOLLOWS: 1, ATTACH TO VALVE STEM DIRECTI.Y OR WITH PLASTIC TIE,WRAP, QB . t. ATTACH TO SOLENOID WIRE DIAECT1-V OR WITH PLASTIC TIE. WRAP, QJ:l • 3, ATTACH TO VALVE COVER WrTI-1 EXISTING VALVE COVEJ:1 BQLT. B. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER SPRINKLER HEADS. ll EACH AUTOMATIC CONTROLLER ANO IT'S ASSOCIATE'O EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING Tl-IE WOADS. "RECLAIMED Wi'ITER USED FOR IRRIGATION' IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1' Hl!:lH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT.IT CAN BE READILY. SEEN !!Y ANY OPERATIONS PERSONNEL IJnLIZINO THE EQUIPMENT. . . INSPECTION PROCEDURES 1 . C[JY CONSTRUCTION INSPECTION SHALL INCi UDE· A. LOCATION OF PIPE LINES. B. TRENCH DEPTH C. REQUIRED SEPARATION (HOAIZONTALL Y AND VERTICALLY) D. PIPE IDENTIFICATION. (P.0.C.'S) POINTS OF CONNECTIONS E. LOCATION ANO IDENTIFICATION OF SPRINKLER HEADS. F. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECLAIMED WATER (IF FIECLAIMED WATER IS USED FOR CONSTRUCTION). AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT. AND BE FORWARDED TO THE COUNTY HEALTH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHAI l INCLUDE: A. COVERAGE TEST,-AFfER COMPLETION OF THE SPRINKLER SYSTEM TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECLAIMED WATER. 8. WARNING SIGNS AND LABELS C. QUICK COUPLING VALVES 0. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUN•OFF, AND PONDING. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F. REQUIRED PROTECTION OF WELLS. STREAMS. RESERVOIRS, ETC. G. CROSS-CONNECTION. 3. ANNUAL INSPECTION SHAU INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PART 'A' ANO PART 'B' ANO PART 'G' OF THE DISTRICT'S FINAL INSPECTION. 19• WARNINO RECLAIMED WATER 'DO NOT CRINK AVISO-AGUA IMPUAA NOTOMAR ···1,a,[DIBm i Ol(OO ~iJljli, CS&~1])~@W(})~ · :G@;J)OUG@:ilf(DG Dll.AWN APPROVED PARK VIEW WEST . . ·PROJECT DEVELOPER.:. COLONY ADVISOFlS 1999 AVENUE OF THE STARS LOS ANGELES, CA 90067 (31 0) 282-8820 DECLARATION OF RESPONSIBLE CHARGE . 0 0 (\J I ," ~· UJ I ...J ~, ' ~. . NI-/ ---.- CORTE PRFSID METER~ __ _._ I HEREBY DECLARE THAT I AM TI-lE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY. THE CITY OF CARLSBAD ANO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCI\PE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. .... .... trr J\El~r:;rl;\r:;}J F .1-\;:JX ._ • APPROVAL OF THESE PLANS FOR CONSTRUCTION OF A RECLAIMED WATER SYSTEM, AS EVIDENCED BY THE SIGNATURES OF THE AUTHORIZED REPRESENTATIVES OF THE CITY OF CARLSBAD (CITY). THE CARLSBAD MUNICIPAL WATffi. DISTRICT (CMWD) AND THE OLIVENHAIN MUNICIPAL WATER DISTRICT (OMWD) Wlll-llN THE BOUNDARIES OF THE "PARK VIEW WEST" SUBDIVISION (CT 85-15) AND ADJACENT PUBLIC ,ROAD RIGHTS;OF-WAY NECESSARY RJA THE.CONSTRUCTION OF THE RECLAIMED WATER SYSTEM. SHALL NOT BE DEEMED TO BE A WAIVER, ACQUIESCENCE, CONSENT, ACCEPTANCE OF DECISION CONCERNING THE AUTHORITY OR RIGHT OF THE CITY, CMWD OR OMWO TO SERVE RECLAIMED , WATER WrTHIN THE BOUNDARIES OF "PARK VIEW WEST." CITY, CMWD AND OMWD HAVE APPROVED THESE PLANS SOLELY RJR THE PURPOSE OF ALLOWING COLONY ADVISORS TO PROCEED WrTH THE RECORDATION OF THE FINAL MAPS FOR "PARK VIEW WEST' 1\ND CONSEQUENTLY THE CONSTRUCTION OF THE RECLAIMED WATER SYSTEM. CITYOFCA~A~ J,,1 Ef'{ ~~ /, !lY.$htR V Assfstant Plan7.g Director CAA\/jBAD M"uNICIP~L WA~~R DISTRICT BY Jj ~ J •. +-,.... ,+.~ • • • ·• ]-}-16 Da1e >--i z -I rT\ ::0 (J) -I )> -I m (.!1 2-4 5-9 10-11 12-14 llJ.-1~ 20 .G J.\ Fl L fl El J.\ rl 9ATIQUITDS LA·GO □N· . LA_ COSTA m r r, ,,., "' ..... z a VICINITY MAP N. T. S. ~ ~ N "-1.t.; .. V CAMINO DE LOS. COCHES SITE· LEGEND -------------- PROPOSED RECLAIMED WATER LINE ff'OF'O!?EO f='Or,.l,,bU,, W~ LJI-JI,;. PRO?OSED BAIL VAL VE PROPOSED RECLAIMED WATER METER AND P.O C PROPOSED POTABLE WATER METER AND P.O.C. P PROPOSED 'DO NOT DRINK' SIGN LOCATIONS IRRIGA 110"1 PLAN RCW w PLANTING PLAN PUBLIC RECLAIMED WATER LINE PUBLIC POTABLE WATER LINE APPJ!BY~~ BY: A i~k,;\i ;/1 ENGINEERING PLAN lHECKER • CARLSBAD MUNICIPAL WATER DISTRICT -·· WILLIAM E. PLUMMER DISTRICT ENGINEER R.C.E. 28176 ~ C\J 0 DATE THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, ,vie ALL CONPl~SRri APPROVAL RELATED TO LANDSCAPING. ' I I lj :z:z;p~;.;ac1f:'/L i---•·-----------------------1 BY: 1 fl1,,;A ,~~ ,'-)_J~ __ DATE: /· 1.,6 -"J (, 1 Preparer ar FIRM NAME & ADDRESS: GILLESPIE DESIGN GROUP INC, 8910 \INIVERSIJY CENTER LANE SUITE 580 SAN DIEGO CA 92122 PHONE NO· 16191558-8977 FAX· f619\55B-9JB8 REGISTRATION NO· CA 1362 EXPIRATION PATE· APRll 30 1997 REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, CITY ASSISTANT PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD ·•. · "AS BUILT" APPROVED FOR PLANTING /; rkf ' b;._. - SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HE~H ro c:~ 1, L APPROVED SY: I DATE ht..oi'G A-4.'7 p-.o.i,,. rz.01.41<17CN , ~ CITY OF CARLSBAD JOit l<jy bDb .:1,. \1.l:,v1'?1;:.\17 112-Q..16'kl7.,.l lAl;{CJJ)\ :>vi;, -;1) e.B,"17 (...'o ~ r,(p-:,;.i::-,,7;,4:::1:;-t---t-/2,,f-'\-',:r2._,~,w;;;....0:...,01=.::'---11:-":u+1,::;,7:A;"[l-:-:c''-,..,;.:::;,"'rv,,~,O\J(.:.:,.1._vVB_,.,~-+----,---+-,,8--:@,-·'1-1--t-,,.,,-R-I··L!_J'-::==~===··=P=l:A=N=N=IN=G=:=o=E=P=AR=Tl.i=E=N=T====-===~ iTJ 1..\C-\l.(tA-'?C1? ,z., o. W. All-=-,- ~\ A~. e,urt. r '1,-J'1.a0. IP, PRIVATE (ON SITE) RECLAIMED WATER SYSTEM FOR: CARLSBAD TRACT NO. CT 85-1 5 'S/14/f'I C. D ~ i PARK VIEW WEST pi:; 2.86.16 AND IRRIGATION Ol\1L Y, ht.MM4(1~ Q z-1':f-!lq .INCLUDING PRECISE $1,e[ f!.LA11 ,31,;2-.. EXP. !:/Jr,, DATE APPRo,,i::_~ ~a":': ~f~/- AssIST ANT fflANNING DIRECTOR· DAT£, S E) l2" x 36• >.'----1. BLACK LETTERS 15• x 19• s1zE . . . . . , • . . "" ON •op PLAN ING REtED V; ·k. ..,\ ( 1z · _018 ALUMINUM; .oeo AB_S PLASTIC , .,,. uNrv,utT• c,N,n ·tA•• surn '" LOCA 1 I . • T DIIN BY: I PROJECT NO. I DR All-INC NO. ~..,. :?~~~J'~;l~~~,:~~~~~UM ,._ ___ 2" BLACK LETTERS OR STICK-ON VINYL SIG.NS. <AN 1>n<o CA<ltOtNIA '"" ~OABT_rNO. 1~7rP: · --AREAS. · _. ?IC, 7 · 1J ·'29 ~N~:~R ;" 1.:;1< REVISION DESCRIPTION 0~; AP~::~ c;;.: J.PP:~:~ ~~ ~~: ---_ CT 85·15 . 269-5-L ci "; ________________ _;TY;:::·:::::P:::l:C:::A:::L=::S~l:G::'.:~N~S::_. ____________________ _:;«~:~•:;:~:::;~:~:•~-:~::":,_ _____ s_c_~_·~_L ______________________________ 1N_s_P_E_c_r_D_R ____________ D_A_T_E _______________________________________________ .....; _________ ;:";~;;;:;-;;:;:-:;~j!j , CMWD 93-301 @1 SECTION 02810 -UNDERGROUND IRRIGATION SYSTEM PART I -GENERAL I , I . RELATED DOCUMENTS: J. J. J. Drawings and genera) provisions of Contract, including General and Supplementary Conditions and Division Specifications sections, apply lo work of this section. J. 2. DESCR!PTTON OF WORK: 1,2.), 1,2.2. ),3. ),3.), 1.4. !,4.1. 1.4,2 1 .4.3. 1 .4.4. 1.4.~. I .5. !.5.1. I .5.2. The work consists of furnishina lnhor, tools, machinery, materials, and processes required 10 complete the sprinkler irrigation system described herein and shown on the drawings. The intent of the drawings and specjfjcntions is to indicate and specify a complete sprinkler system, installed ready for use without further cost in tabor or materials lo !he Owner. QUALITY ASSURANCE: Suhcontrnct work to a single firm specializing in irrigation work. Contractor shall possess all licenses and permits required to perform the work of this contract including a C- 27 landscaping licenses. SUBMITTALS: The Contractor shall furnish the articles, equipment, materials or processes specified by name in the drawings and specifications. No substitution will be allowed without prior wriuen approval by the Landscape Architect, or the Owner's authorized representative. The Contrnctor shall submit to the Landscape Architect catalog data and full descriptive literature for approval of items different than those specified. Equipment or mnteriols instnlled or furnished without the prior approval of the Landscape Architect may he rejected and the Contractor required to remove such materials from the site at his own expense. Approval of nny item, o)leroate or suhstitute. indicates only that the product(s) apparently meel rhe requirements of the drawings nnd specifications on the basis of the information or samples submitted. Mnnufnct11rcr1s warranties sba11 not of' his liability under the guarantee. only supplement lhe guarnntee. GUARANTEE: relieve the Contrnctor Such warranty shall Furnish euarnntee in nccordanc.e with Jbe General Conditions, for a period of one (I) year from the date of final acceptance -at the conclusion of the Maintenance Period -on complele water irrigation system, including nonsettling of the backfill in trenches which, if occurs, shall be corrected, including repairs and/or replacement of any material damaged !hereby or lherefrom. Manufacturer's warranties shn)I not of his liability under the guarantee. only supplement !he guarantee. relieve Jhe Con1rnctor Such warranty shall PART 2 -PRODUCTS 2. I MATERIALS: 2.1. I, Pressure Pipe: Comply with following: 2.1.1. I. PVC Plastic Pressure Lines: For piping upstream of remo!e control valves and quick couplers. All two (2) inches and larger shall be Class 3 I 5 Polyvinyl Chloride (PVC) Simpson or approved equal. All one and one-half (1-1/2) inches and smaller shall be Type I, Grade 2, designated as PVC 1220, Schedule 40. For reclaimed water systems. all pipe shall be 'Alertline" or approved equal, and be purple in color. 2.1, t .2. Non-pressure Pipe: (downstream from remote control valves): Comply with following: 2.1.2. Plastic Non-Pressure Lines: For piping downstream of remote control valves, Type I. Grade 2 (Impact Modified), as designated as PVC 1220. Class 200, (SDR2 I), conforming to Commercial Standards CS256-63. For reclaimed water systems, all pipe shall be "Alerlline' or approved equal. and be purple in color. 2. ! ,3, 2.1.4. 2.1. ~- 2.1 .6. Jdentificntion: Furnish plastic pipe continuously and permanently marked with following information: Manufacturer's name or trade mark, size, class and type of pipe. working pressure al 73.4 degrees F .• and National Sanitation Foundation (NSF) rating. All pipe for reclaimed water systems shall have stenciling appearing on both sides of the pipe, with the marking 'RECLAIMED WATER" in 5/8" lettering, repeated every I 2", Brass Pipe:-Brass pipe shall be JPS Standard weight 125 pounds, 85% red brass. Pipe Fittings ond Connections: Comply with following: PVC Sleeving: All mn'inline nnd Intern! lines shall be sleeved with PVC Sch. 80 twice the diameter of the sleeved line where ii passes under paved areas. 2.2. FITTINGS AND CONNECTIONS: 2.2,). Polyvinyl Chloride Pipe Fittings and Connections: Type II. Grade I, Schedule 40, high impact molded fittings, manufactured from virgin compounds as specified for piping tapered socket or molded thread type, suitable for either solvent weld or screwed connections. Machine threaded fittings and plastic saddle and nange 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 filling shall conform to ASTM D2464 and D2466. 2.2.2, Brass Pipe Fittings nnd Connections: Standard 125 pound class 85% red brass fittings and connections. 2,2.3. For copper tuhjng. ANSI B 16.22 wrought copper or cast brass, recessed solder joint type fittings. 2,2.4, Solvent cements shall comply with ASTM D2564. Socket joints shall be made per recommended procedures for joining PVC plastic pipe and fittings with PVC solvent cement by the pipe and fitting manufacturer and procedures outlined in the Appendix of ASTM D2564. 2.2,5, Threod lubricnnt shall be teflon ribbon-type. or approved equal. suitable for threaded installations as per ma nu fncturer's rccommenda ti ons. 2.1. VALVES: Manufacturer"s standard. of type and size indicated, and as follows: 2.\ 1. Remote control vnfves shnl) ns noted on irrigntjon legend. Valve shall be operable manually without electricity. The valve shall have a pressure regulating module capable of regulating outlet pressure betw~en 15 and 100 P.S.I. (+ 5 P.S.I.). Module shall have an adjusting screw for setting pressure and a Schrader valve connection for monitoring pressure. Pressure regulator shall be adjusted at each valve for proper downstream pressure required. 2.3.2. Master control valve shall he as indicated on irrigation legend. 2.3,3. Quick coupler vn)ves shall he ·• :L" size: Brass and as specified on the drawings. 2.3.3.1. Quick coupler key shall be of brass/bronze with n hose bibb assembly. Supply two (2) hose bibb assemblies. 2.3.4. Bal) and Gate Vafves: 2.3.4.1. As specified in plans. 2.4. BACKFLOW PREVENTER ASSEMBLY: 2.4.). BockOow preventers sbnll he hrass, bronze. or epoxy coated cast iron bodies with nil hronze or stainless steel trim and all moving pnrts of non-corrosive mtHcrinls, and shall completely and positively prevent back-siphoning of water. The backflow preventer assembly. shall include inlet and discharge shutoff gate valves with all risers, connectors, and nppurtences of Class I red brass pipe, conforming 10 WW-P-351, and red brass fittings with pressure rating I conforming lo WW-P-460. Bnckflow preventers shall be of the type and size designated on the drawings. APPROVED FOR PLANTING ttlO UNIVlUITY CtNTU LANI SUIT£ SIO SAN DllGO (AllfOlNIA 91121 619°551•1971 '"'" 619•$51•9111 DRAWN ·. APPROVED fOD NO. " DA T.E. ' ·-. ·- AND IRRIGATION ONLY, ' INCLUDJNG PRECISE :, LOCATION OF PLANTING .. AREAS.· ' . '• 2.6. SPRINKLER HEADS: Sprinkler heads sha)I he of the types and sjzes with diameter (or radius) of throw, pressure, nozzle discharge and/or other designations indicated on lhe drawings. All sprinkler heads of the same type and si7.e shall be of the same manu fncturer. VALVE TI OXES: 2.6.1. For remote control va1ves: IO" x I 9" nom. plastic valve box. Valve boxes shall be green in color for potable water systems. and purple in color for reclaimed water systems. 2.6.2. For hn11 valve: 8-3/4" diameter plastic valve box. Valve boxes shall be green in color for potable water systems, and purple in color for reclaimed water systems. 2.7. CONCRETE THRUST BLOCK Al\'D SuPPORTS: 2.7. I. A)I concrete work sha)) he 2 000 psi m,mmum compressive strength at twenty-eight (28) days, 5 suck mix, tool finished on exposed surfaces. 2. 8. A lJTOMA TIC CONTROL SYSTEM: 2.8,) General: Furnish low voltage system manufactured expressly for control of automatic circuit valves of underground irrigation systems. Provide uni! of capacity to suit number of circuits as indicated. 2.8.2. Aptomatic Contro)ler: 2.8.2.1. Controller shall be furnished and installed complete with all electrical connections, ready for operation. 2.8.2.2. Controller shall be the latest model of the particular manufacturer supplied. 2.8.2.3. Unit shall have an input of 110/120 volt, 60 cycle, he completely automatic and shall function optionally with or without the clock. Unit shall have a secondary output of 24/28 volt, 60 cycle. 2.8.2.4. Any station may be repeated independently in any 24 hours. 2.8,2.5. Stations shall be adjustable from 1 minuteto59minutes. 2.8.2.6. Mechanism shall be housed in a sturdy. locking. vandal- proof enclosure. manufactured of 14 gauge steel. or case aluminium: furnished for maximum protection, as called for on the drawings (size as required). 2.9. AUTOMATIC CONTROL WIRE: 2.9 J. Electric wiring runs from Controller to the automatic control valves shall be solid. single conductor, copperwire. 4/64 in. insulation, 4/64 in. neoprene jacket, Style DB (Direct Burial) or equal. color code wires to each valve. common wire shall be black. (Except as noted on Drawings for city standard requirements). Wires shall conform to federal specification JC-30. 2. IO CHECK VALVES 2. IO. t, Provide check valves nnd/or anti-droin valves 10 prevent drainage of irrigation water from sprinkler system due 10 changes in elevation. PART 3 -EXECUTION SYSTEM DESIGN: .:c3~, 1 ....... 1 •' _ __,ACUlll_..,s:.,ca .. I..,.e,..d--"dC!Ji m"'-'<eiln,lJs ic.00.Jn.o.s_...oure'-'n'-p"'p"-ro""x.,,iu.mu.awto.1,.e.. The Con tractor shall check and verify all dimensions on the site prior to proceeding with work under this Contract. "AS BUil T" •, RCE EXP. DATE REv1EWED BY: /\\ DATE INITIAL INSPECTOR DATE ENGINEER OF v.oRK REVISION DESCRIPTION 3,J,2, 3. I 1. The Contractor shnl) locate nnd mark all existing utilities such as power. telephone, domestic water. water, and tile drains. Extreme care shall be taken by the Cont.nctor when excavating or working in these areas and coordination and cooperation between the Owner's representative and the Contractor is required as the work progress to the area. Contractor shall give 24 hours notice to representative as work progresses to underground utility areas. Contractor shall be responsible for damage to any utilities. Should utilities not located or marked be found during excavation, the Contractor shall promptly notify the Owner and shall discontinue with work in the area, except necessary emergency work, to repair or prevent damage until instructions are given to the Contractor by the Owner"s representative. 3. I 4. Failure to notify the Owner of discovery of such utilities or damage thereto will result in the Contractor being liable for any and all damage caused to the utilities as a result of his .. actions. 3. 1'.5. The Contractor shall. hefore starting work on the sprinkler system, carefully .note nil finish grades in order to satisfy himself that he may proceed with the work, and to restore finish grades to original contours before completion. 3.1.6. The instnllation of nil sprinkler materjnfs. including pipe. shall be coordinated with the landscape drawings to avoid interfering with the trees, shrubs, or other planting. 3 7 Lay out sprjnk)er heads and make any minor adjustments required due to difference between site and drawings. Any such deviations in layout shall be within the intent of the original drawings, and without additional cost to the Owner. \Vhen directed by the Owner, the layout shall be approved before installation. 3, I 8 Jrrigntion p)an js dingrammntic. All irrigation equipment shall be located in planting areas only, unless noted otherwise. 3, 1.9. Do not willful)v jnstnll the sprinkler system as indicated on the drawing when it is obvious in the field that previously unknown obstructions or grade differences exist, that might no! have been considered in the engineering. Such obstructions or differences should be brought to the attention of the Landscape Architect. 3. J .10. \Vater Supply: The Contractor shall connect to the water source as indicated on the drawings. The Contractor shall verify static pressure as slated on the plans prior to beginning work. If static pressure or point of connection differ from that shown on the plans. the Contractor will promptly notify Landscape Architect before starting work. 3 ) .11. \Vorkmanship nnd Procedure: The routing of the pressure supply lines as indicated on the drawings is diagrammatic. Locate nil pressure supply lines in planting areas. Cross perpendicular under pavement in a sleeve as described in these specifications. 3, 1.12 Contractor sha11 refer to plans for designation of reclaimed water systems and potable water systems. 3.2, INSTALLATION: 3.2, I. General: Unless otherwise indicated, comply with requirements of Uniform Plumbing Code. 3.2.1.1. Excavation of Trenches: Excavate trenches, prepare subgrade, and backfill to line 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. Depth of Trench: 3.2. l .2. 3.2.1.2.1. 3.2. 1.2.2. Polyvinyl Chloride Pressure Line ............ I 8" min. cover over pipe 3.2.1.3 . 3.2. 1.4. - DATE Polyvinyl Chloride Non-Pressure Line .. 12" min. coveroverpipe Subsoil shall be free of all rocks over one (I) inch diameter, debris, and litter prior to use as backfill. Repair any leaks and replace all defective pipe or fittings until lines meet test requirements. Do not cover any lines until they have been checked and approved for tightness, quality of workmanship and materials. I I SH~ET I CITY OF CARLSBAD I/ SHEETS PLANNING DEPARTMENT ! 20 IRRIGATION SPECIFICATIONS .FOR: CARLSBAD TRACT NO. CT 85-1 5 PARK VIEW WE.IT APPROVED. __/;)}fvl_ 7-t-1/; /v-, ASSISTANT PLANNING DIRE~ TOR DATE .. . .... , -~ . -- OWN BY: INITIAL DATE I I PROJECT NO. DRA¼1NG NO. !NITIAL CHKD BY: D™ER APPROVAi. CITY APPROVAi. RVWJ BY: I CT-85-15 2695-L I , • I CMWD 93-301 ' "' ,z ~ .. >: I "'i "' ~ .. "< -~ 'O - -i, I (.) ~ -0, - -i, ... ~ I ii: -i, ~ l C: a 5) " ., ~ "" -z',::. . .,, ~ ~, ,:rj\_g O;j "' '1,,::::::;;i ~ C) C) 1~ ' 3.2.1.5. Backfill trenches, after approval of piping. with suitable and· approved material, tamping soil around pipe and thoroughly compacting all trench fills until 90% compaction hns been achieved. 3.2.1.6. Backfill material shall be an approved soil, free from rocks and clods. Provide backfill under, around and above top of pipe for PVC plastic pipe and brass piping. 3.2,2. Jnstallatfon of PoJyvioyI Chloride Pipe: 3.2.2.1. Because of the nature of plastic pipe and fillings, exercise caution in handling, loading and storing. to avoid damage. 3.2.2.2. The pipe and fillings shall he stored under cover until using, and shall he transported in a vehicle with a bed long enough to allow the length of pipe to lay nat so as not he subjected to undue bending or concentrated external load at any point. 3.2.2.3. Any pipe that has been dented or damaged shall be discarded unless such dent or damaged section is cut out and pipe rejoined with a coupling. 3.2.2.4. Trench 1depth shall be as specified above from the finish grade lo the top of the pipe. The hollom of the trench shall be free of rocks, clods, and other sharp-edged objects. 3.2.2.S. Pipe ends and fillings shall be wiped with "MEK" primer, or approved 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 bevelled 10 remove burrs and excess material before fitting and gluing together. 3.2.2.6. Pipe shall be snaked from side-to-side of trench bollom to allow for expansion and contraction. 3.2.2.7. Center load pipe with small amount of backfill to prevent arching and slipping under pressure. Leave joints exposed for site observation during testing. 3.2.2.8. No water shall be permitted in the pipe until site observation has been completed and a period of at least 24 hours has elapsed for solvent weld setting and curing. 3.2.2.9. Plastic to metal joints shall he made with plastic male adapters, metal nipple hand tightened, plus one turn with a strap wrench. 3.2.2.10. Plastic to Plastic Joints: Solvent-weld, using solvent recommended by pipe manufacturer only. 3.2.2. 11. Solvent-Weld Joints: Assemble per manufacturer's re com mend a I ions. 3,2.3. lnstallnJino of Metnl Pine: 3.2.3.1. Cut brass piping by power hacksaw, circular culling machine using an abrasive wheel, or hand hacksaw. Cut no piping with metallic wheel culler of any description. Ream and remove rough edges of burrs so smooth and unobstructed flow is obtained. 3.2.3.2. Carefully nnd smoothly place thread luhricant on male thread only. Tighten screwed joints with tongs or wrenches. Caulking is not permilled. 3.2.4. Remote Control Wicine: 3.2.4.1. Direct Burial Control Wire Sizes: As shown and specified herein before. 3.2.4.2. 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. 3.2.4.3. 3.2.4.4. 3.2.4.5. Install control wires at least 12" below finish grade and minimum of 4" from any pipe or fittings except at terminal points. Install control wires and irrigation piping in common trenches wherever possible. In cnse of damage 10 nny common or control wire, contractor is to run an extra common and control wire on each leg of mainline to the farthest RCV back to the controller. 3.2.4.6. Control Wire Splices: Allow only on runs of mote than 300-feet, splices as follows: 3.2.4.6. t. Strip off minimum of 2-t/2" of insulation from each wire. 3.2.4.6.2. 3.2.4.6.3. 3.2.4.6.4. Twist on Scotchlok electrical spring connector, · minimum four complete turns. Seal connector in epoxy resin. Tape completed splice with Scotch 33 electrical tape. -------------------/_ ---- 3.2.4.7. 3,2.5. 3.2.5.1. 3.2.S.2. 3.2.5.3. 3.2.5.4. 3.2.5.5. 3 2 6, 3.2.6.1. 3.2.7. • Numbering and Tagging: ldentiry direct burial control wires from automatic valves to terminal strips of controller at terminal strip by tagging wire with number of connected valves. Automntic Sprinkler ControUer: Automatic Controller shall be installed as shown nnd as directed. .controller shall be tested with complete electrical connections. The Contractor shall he responsible ror temporary power to the Controller for operation and testing purposes. Connections to control wiring shall be made within automatic controller enclosure. All wire shall follow the pressure main insofar as possible. Electrical wiring shall be in a rigid PVC plastic conduit from controller to electrical outlet. The Elecfrical Contractor shall be responsible for installing all wiring to the sub- panels, clocks, or elsewhere as required, in order to complete this installation. A disconnect switch shall be included. Controllers shall have a master switch. fl shall be possible to operate each valve manually · independent of the clock or any other valve. Contractor shall supply nnd install battery in controller to prevent loss of program. Remote Control VnJves: Install remote control valves in shrub areas approximately as shown on the drawings, with a cover of 8 inches minimum over top of now control stem. Install a ~nion type connection. Fit with plastic valve box nnd cover. Valve nox: 3.2.7.1. Install valve boxes as shown on detail. Install no more than one valve per box. 3 2.R. Sprinkler Hends: 3.2.8.1. All sprinkler heads shall be installed as per details shown. 3.2.8.2. Noz7.le si1e of all heads shall be adjusted 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 Landscape Architect to do so. 3 2 9, Quick Coupler Assembly: 3.2.9.1. Install all quick couplers ns indicated on drawings and as directed. Set all valves plumb and true to finish grade and a maximum of 12 inches from paving, walks, headers or curbs, and as shown on plans and as directed. 3.2. Jo DoII and Gate Valves: 3.2.10. I. Install approximately where shown and as detailed. Fit with plastic valve box and cover. 3.2. I I Bnck(Iow Preventer: 3.2.11.1. Dackflow preventer assembly shall be installed in accordance with manufacturer's specifications, located and as directed on drawings, and shall conform to all applicable code and ordinance requirements. PIPEBETWEENWATER METER AND BACKFLOW PREVENTER SHALL BE 'SCH. K HARD COPPER' 3.2.11.2. Exact location and positioning shall be verified on the site. 3.2. I 2. Thrust Blacks and Footings; 3. 2. 12. 1. Thrust blocks mall he placed on all mainlines 3" or larger at all changes in ,!irection. ThN•t blocks and footings shall be placed on ninety-percent (90%) ininimum compacted or undisturbed subgrade. Construct to shapes specified and parallel to walkways. Tool finish exposed surfaces. 3 2 I 3 flushing of Systems: 3.2.13.1. After piping and risers are in place, hut prior to the installation of the sprinkler he:ids, a full head of water shall be used 10 flush out the system. After system is thoroughly flushed, cap all risers. 3.2.13.2. Connection to Main: Connect to existing service line in location indicated. NOTE: LANDSCAPE CONTRACTOR SHALL PROVIDE AND ltlO UNJVUSITY CtNTll LANl SUITl 110 SAN DIIGO CAllrOaNIA u,n NAGE REQUIRED BY THE CARLSBAD INSTALL ALL· SIG MUNICIPAL WA TE RECLAIMED WAT TITLE SHEET; SH R DISTRICT -SEE GENERAL NOTES, ER NOTES AND SIGNAGE NOTES ON EET 1. APPROVED FOR PLANTING DRAWN ·. APPROVED JOD·NO. ' AND IRRIGATION ONLY, ' • INCLUDJNG PRECISE· :, .. ' . ; LOCATION OF PLANTING .. AREAS.· .. . j I ! , I ' ' ! ' •. ' 3.2.13.3. Dielectric Protection: Use dielectric fittings at connection where pipes of dissimilar metal are joined. 1.2. I 4. Testing· 3.2.14.1. General: Notify Architect/Engineer in writing when testing will be conducted. Conduct tests in presence of Arch itect/Engi neer1 and City Inspector. 3.2.14.2. Pressure Test 3.2.14.2.1. All pressure lines shall be tested under hydrostatic pressure of 125 lbs. per square inch and all nonpressure lines shall be tested under the existing static pressure and both be proven watertight. (Contractor to supply all equipment needed for testing.) 3.2.14.2.2. Pressure shall be sustained in the lines for not less than four hours. If leaks develop, the· joints shall be replaced and the test repeated until the entire system is proven watertight. 3.2.14.2.3. Tests shall be observed and approved by the City Inspector, as well as the Landscape Architect, and/or Owner prior to backfill. Backfilling trenches prior to inspection will not be allowed and all prematurely filled trenches shall be subject to reopening as directed by the Landscape Architect or City Inspector 3.2.14.3. Coverage Testing: Perform operational testing after hydrostatic testing is completed, backfill is in place, and sprinkler heads adjusted to final position. 3.2.14.4. After completion of landscape work, carefully adjust heads so they will be nush with lawn areas or not more than 1/2" above. finish grade in groundcover area. 3.2.14.5. Install check valves where needed to prevent low head drainage, or as required by the City Landscape Architect. 3 T. 3,3.] 3.3.2.1 3.3.2.2 3.3.2.3 3.3.2.4 3.3.2.5 3,4, 3.4. J 3,4,2. SITE OBSERVATION VISITS BY THE ARCHITECT: Tn u!J cases where site observotion visits of the irrigntion system work is required and/or where portions of the work arc specified to be performed under the direction and/or site observation of the Architect or his representative, the Contractor shall notify the Architect M least three (3) working days in advance of the time such site observation and/or direction is required. Site ohservntion wm he required for the fo]Iowing parts of the work: Upon installation· of sleeves Upon installation and testing of main lines and lateral lines; when pipes are laid and are to be submitted to pressure rests. Do not cover any lines until they have been checked and approved. Upon installation and testing of valves, quick couplers, devices. automatic controllers, and control valves and wires. When the sprinkler system is completed prior 10 planting, the Contractor, in the presence of the Landscape Architect and City Landscape Architect, shall perform a coverage test to determine if the coverage of water afforded the lawn and planting areas is complete and adequate. The Contractor shall furnish all materials and perform all work required to correct any inadequacies. Final site observation visit by the Architect and performance test shall be at the same time as the final site observation of the specified landscape maintenance period work. RECORD DRAWINGS: Before fjnn) nccefllance of work. the Contractor shall submii to the l'andscape:architect for approv.al; a record set of drawings, .. showing the sprinkler system work. Upon approval by the City, the Landscape Architect shall transfer the information onto the City's set of mylars. Any changes in Jncntion of items or type of installations from that shown on drawings shall be so indicated on the record drawings. . ·"AS BUil T~' RCE EXP. DATE REVIEl'r£D BY: 11' DATE INITIAi.. \I .... «¥f-,fi 1.,__,-,--1 Ol'CI DATE ENGINEER r:IF 'MlRK REVISION DESCRIPTION INSPECTOR 3.4,3, 3,4 4. 3 ,4,5, 3,4.11 3,S 3,5. I Vn]ves shnU he numbered and corresponding numbers shall be shown on the record drawings. All remote control valves. shut-off va]ves. quick coupler .valves shall be located by measured dimensions. Dimensions shall be given to permanent objects and shall be to the nearest one-half foot. On th'e inside sur[nce of the cover of ench Automntjc Controller. prepare and mount a color-coded chart showing the valves, mainline, and sprinkler heads serviced by that particular Controller. All valves shall be numbered to match the operation schedule and the drawings. Only those areas controlled by that Controller shall be shown. This chart shall be n plot plan, entire or partial, showing building. walks, roads and walls. A photostatic print of this plan, reduced as necessary and legible in all details, shall be made to a size that will fit into the Controller cover. This print shall be approved by the Architect and shall be hermetically sealed by plastic. This plan shall then be secured to the back of the enclosure door. Jmmedintely upon the instal]ation of any buried pipe or equipment, the Contractor shall indicate on the drawings the locations of said equipment. Dimensions shall be given from permanent objects such as buildings, sidewalks, curbs and driveways. MAINTENANCE Irrigation Contractor shn]) maintain the system for a period of sixty (60 days and shall water as necessary to maintain vigorous growth of plant material. See irrigation maintenance notes, sheet ADDITIONAL WATER LINE NOTES All PVC potable water piping installed within the same project limits ns the private reclaimed water piping shall be installed in accordance with the uniform plumbing code and all other local governing codes, rules and regulations. The pipe shall be continuously and permanently marked with the manufacturer's name or trademark, nominal size, and schedule or class indicating the pressure rating. In addition, all PVC potable water piping shall be blue or shall be white with blue stenciling appearing on both sides of the pipe with the marking "POTABLE WATER" in 5/8" lellers repeated every 12 inches, nnd blue tape identifying it as a potable water line and staling "CAUTION: \V ATER LINE BUR JED BELOW". \V ARNING TAPE Tlhe plastic warning tape shall be prepared with silver printing on a purple lield having the words, "CAUTION: RECLAIMED WATER LINE BELO\V". The overall width shall be 3 inches. Warning (caution) tape shall be as manufactured by Thor Enterprises, Inc., P.O. Box 450. Sun Prairie, \Visconsin, 53590, (Pho.ne: (608) 837-7197). 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 naps 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 redaimed water line. SEPARATION BET\VF.EN \VATER. SEWER RECLAIMED WATER LINES AND OTHER UNDERGROUND UTIUTIES HORIZONTAL AND VERTICAL SEPARATION Horizontal and vertical separation of water, reclaimed water and sewer mains shall adhere to State of California Department of Health Services "Criteria for the Separation of Water Mains and Sanitary Sewers". a) Hnri,;ontnl Separation: Ten (IO') foot m1n1mum separation between water, sewer, and reclaimed water mains shall be maintained. Any special situation requiring less separation will require District approval. b) Vertical Sepnrntjon: Twelve (12") inches minimum separation between water, sewer, and reclaimed water shall be maintained at all crossings, all crossing should be at 90 degree angles horizontally. Normally,· water, sewer, and reclaimed water shall be located vertically from the streets finish grade surface in the order of the higher quality, i.e., water shall be above reclaimed, reclaimed above sanitary s.ewer. I SH~ET I CITY OF CARLSBAD I SHEETS I PLANNING DEPARTMENT . :20 . IRRIGATION SPECIFICA 1'.IONS •. FOR: CARLSBAD TRACT NO. CT .85-15 PARK VIEW wr...c;r ... ;;~ ,JL 7~(-1{ \ASSISTANT PLIMilNING DIRECTOR DATE DATE DWN BY: i I PROJECT NO. DRAl'f1NG NO. INITIAi.. DATE INITIAi.. CHKO BY: CT-85-15 2695-L OlliER APPROVAi.. CITY APPROVAi.. RV'M:> BY: • ., j CMWD 93-301-- --------""---'---------------------------- .. ,.!, ~ .. ~ "1 e:? "' "< -.. ~ -1-• I!> ~ -°' - -1- lo. ~ ~ I a, -1-'-a, ,'.' ' , i :l .. c::, I -~ ~~ c:.:r• ,, j~ \ 0 t!, ,l, ,,~ I C-?· ' 1, 2 3 4. 5. 6. 7. 8. IRRIGATION NOTES ~ IRRIGATION PLAN IS DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHALL BE LOCATED IN PLANTING AREAS ONLY, UNLESS NOTED OTHERWISE. REFER TO THE IRRIGATION LEGEND AND DETAILS FOR EQUIPMENT AND INSTALLATION. CONRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS, AND RUBBISH INCIDENTAL TO WORK OF THIS SECTION. A. ALL RISERS SHALL BE P.V.C. SCHEDULE 80. B. ALL PIPE FITTINGS SHALL BE P.V.C. SCHEDULE 40. A. ALL WIRE SHALL BE ANG-UF, DIRECT BURIAL TYP[, AND ALL SPLICES AND CONNECTIONS SHALL BE MADE WITH PEN-TITE CONNECTORS OR EClUAL EACH VALVE ON A CONTROLLER SHALL HAVE A SEPARATE WIRE COLOR. ALL WIRES S,IALL BE INSTALLED WITH TWO (2) FEET OF EXCESS WIRE (COILED) AT THE ENO OF EACH WIRE RUN B, CONTROL WIRE SHALL BE BUNDLED AND PLACED BENEATH MAINLINE BACKFLOW PR[VENTION DEVICES SHALL BE LOCATED AS INDICATED ON THE IRRIGATION PLAN. INSTALLATION SHALL CONFORM TO LOCAL QOVEl1NING CODES AND REGULATIONS AND MANUFACTURER'S SPECIFICATIONS CHECK VALVES SHALL BE USED WHERE INDICATED AND WHERE NECESSARY TO PREVENT WATER FLOW FROM LOWER ELEVATION HEADS WHEN SYSTEM IS TURNED OFF. ALL PRESSURE MAINLINES SHALL HAVE EIGHTEEN (1H) INCHES OF COVER, AND ALL LATERALS SHALL HAVE TWELVE (12) INCHES OF COVER. TRENCH BACKFILL SHALL BE FREE OF ANY MATERIAL THAT MAY DAMAGE IRRIGATION PIPE OR EQUIPMENT IN THE EVENT OF BACKFILL SETTLEMENT, CONTRACTOR SHALL PERFORM REOUIRlcO REPAIRS AT HIS OWN COST ALL AUTOMATIC VALVES SHALL BE LOCATED wm-HN :3HRUB AREAS AND INSTALLED IN PURPLE VALVE BOXES, ONE VAi.VE PER BOX, WrTH FOUR (4) INCHES OF PEA GRAVEL BENEATH EACH VALVE. GATE VALVES SHALL BE LOCATED IN SEPARATE VALVE BOXES. 9. ALL MAINLINE AND LATERAL LINES SHALL BE SLEEVED WfTH PVC. SCHEDULE 80 TWICE THE DIAMETER OF THE SLEEVED LINE WHERE IT PASSES UNDER PAVED AREAS 10. AUTOMATIC CONTROLLERS SHALL BE SIZE AND TYl0 E AS NAMED, AND INSTALLED WHERE INDICATED ON IRRIGATION PLAN, CONTROL WIRES SHt,LL BE SLEEVED IN ELECTRICAL CONDUIT TO MAINLINE. 120 VOLT SERVICE TO CONTROLLER SHALL BE PROVIDED BY THE OWNER. 11. PRIOR TO BACKFILLING IRRIGATION TRENCHES· A. ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT 125 P.S.I. FOR A PERIOD OF FOUR HOURS ANY LEAKS FOUND SHALL Blc CORRECTED BY REMOVING THE LEAKING PIPE OR FITTINGS AND INSTALLING NEW MATERIAL IN IT:3 PLACE B ALL LATERALS SHALL BE PRESSURE TESTED AT DESIGN PRESSURE FOR ONE HOUR. C. THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO BE COVERED UNTIL fT HAS BEEN INSPECTED, TESTED AND APPROVED BY TtlE OWNER'S AUTHORIZED REPRESENTATIVE ANO THE CITY LANDSCAPE INSPECTOR. 12. IRRIGATION CONTRACTOR SHALL ADJUST ALL HEADS TO PROVIDE AN EVEN COVERAGE AND TO KEEP SPRAY OFF BUILDINGS, WALKWAYS, WALLS, AND DRIVES. 13 WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE PRESENCE OF THE OWNER'S AUTHORIZED REPRESENTATIVE AND CfTY INSPECTOR, SHALL PERFORM A COVERAGE TEST OF WATER AFFORDED THE PLANTING AREAS TO ENSURE fT IS COMPLETE AND ADEOUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS /\ND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE AT HIS OWN COST. IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD OF SIXTY (60) DAYS AND SHALL WATER ON A DAILY BASIS. 15. IRRIGATION CONTRACTOR SHALL GUARANTEE THE ENTIRE IRRIGATION SYSTEM TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROI\A FINAL ACCEPTANCE BY THE OWNER 16 POP-UP HEADS SHALL BE USED WITHIN 10' OF ANY PEDESTRIAN USAGE. 17. THE CONTRACTOR SHALL MEET THE FOLLOWING REQUIFIEMENTS OF THE CITY OF CARLSBAD: A. INSTALLATION A 1 SLOPE REVEGETATION/EROSION CONTROL A 1-1 CONSTRUCTION SCHEDULE PRIOR TO START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CfTY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. A.1-1.2 SPECIAL CONSIDERATION SHALL BE GIVEN TO WATER AND ELECTRICAL SERVICES. A1-1.3 IRRIGATION AND PLANTING SHALL TAKE PLACE AS GF:ADING PROGRESSt:S A1-1.4 THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRAD\NG AT EACH LOCATION IS ACHIEVED, A.1-2 IRRIGATION INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WrTHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. A.1-3 PLANT I NG PLANTING AND IRRIGATION FOR THE AREAS DESCRIBED ABC VE UNDER A. 1 ·2 SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PL\NS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. -\1.a1r:1-./ L/y~'0."';p~:;,1.,~-= -- IRRIGATION PRESSURE LOSS CALCULATIONS WATER METER: #2 METER ELEVATION: 276 PRESSURE REQUIREMENT CALCULATION; VALVE NUMBER: G-15 PRESSURE Loss· BACKFLOW PREVENTER GATE VALVES REMOTE CONTROL VALVE MAINLINE 860' OF 3" MAIN LINE LATERAL LINE FITTINGS (15% OF TOTAL LOSS) TOTAL SYSTEM LOSS HEAD LOSS 142' OF HEAD GAIN) TOTAL LOSS PRESSURE REQUIRED AT METER: PRESSURE REQUIRED AT HEAD PLUS PRESSURE LOSS PLUS 20% SAFETY MARGIN MINIMUM REQUIRED STATIC PRESSURE AT METER PRESSURE AVAILABLE AT METER= 130 PSI RESIDUAL PRESSURE=';,~ 1 PSI WATER METER: #1 • 'ett<'fc1' 7 METER ELEVATION: 207 PRESSURE REQUIREMENT CALCULATION: VALVE NUMBER: A-1 PRESSURE LOSS: BACKFLOW PREVENTER GATE VALVES REMOTE CONTROL VALVE MAINLINE 780' OF 3" MAIN LINE LATERAL LINE FITTINGS (15% OF TOTAL LOSS) TOTAL SYSTEM LOSS HEAD LOSS ( 42' OF HEAD GAIN\ TOTAL LOSS PRESSURE REQUIRED AT METER PRESSURE REQUIRED AT HEAD PLUS PRESSURE LOSS PLUS 20% SAFETY MAFIGIN MINIMUM REQUIRED STATIC PRESSURE AT METER PRESSURE AVAILABLE AT METER= 130 PSI RESIDUAL PRESSURE= 39.9 PSI 11 0 , 1,0 5.0 2.5 6,4 2.0 '22, 9 -18 50,0 \(!-0 10.0 7Q,9 12 0 1.0 5 0 1 6 4.7 3.6 27,9 22 30.1 50.0 30.1 10,0 90.1 SYMBOL !Y 6 !Y' ,4~ 12{" !A .0 "" Cf ' 0 cf 0 rzf 0 0' © c;;;i IZl WATER METER:#?, .. <'cC:""'•i ? METER ELEVATION: 174 PRESSURE REQUIREMENT CALCULATION: VALVE NUMBER: 8-9 PRESSURE LOSS: BACKFLOW PREVENTER GATE VALVES REMOTE CONTROL VALVE MAINLINE 730' OF 3" MAIN LINE LATERAL LINE FITTINGS (15% OF TOTAL LOSS) TOTAL SYSTEM LOSS HEAD LOSS [35' OF HEAD LOSSl TOTAL LOSS PRESSURE REQUIRED AT METER: PRESSURE REQUIRED AT HEAD PLUS PRESSURE LOSS E!,.US 20% SAFETY MARGIN MINIMUM REQUIRED STATIC PRESSURE AT METER PRESSURE AVAILABLE AT METER= 154 PSI RESIDUAL PRESSURE= 5c, PSI {l')..,.O 1.0 5.0 2.6 60 2.0 50,0 ~.,'.µ 10.Q 'J'.".6 Irrigation Legend -Continued MFR DESCRIPTION RADIUS PSI RAIN BIRD 1806-SAM-PRS-120-PCS POP-UP SHRUB SPRAY 12' 30 RAIN BIRD 1806-SAM-PRS-12H·PCS POP-UP SHRUB SPRAY 12' 30 RAIN BIRD 1806-SAM-PRS-12VAN-PCS POP-UP SHRUB SPRAY 12' 30 RAIN BIRD 1806-SAM-PRS-12F·PCS POP-UP SHRUB SPRAY 12' 30 RAIN BIRD 1806-SAM-PRS-15Q-PCS POP-UP SHRUB SPRAY 15' 30 RAIN BIRD 1806-SAM-PRS-15H-PCS POP-UP SHRUB SPRAY 15' 30 RAIN BIRD 1806-SAM-PRS-15VAN-PCS POP-UP SHRUB SPRAY 15' 30 RAIN BIRD 1806-SAM-PRS-15F-PCS POP-UP SHRUB SPRAY 15' 30 RAIN BIRD 1804-SAM-PRS-12Q-PCS POP-UP TURF SPRAY 12' 30 RAIN BIRD 1804-SAM-PRS-12H-PCS POP-UP TURF SPRAY 12' 30 RAIN BIRD 1804-SAM-PRS-12VAN-PCS POP-UP TURF SPRAY 12' 30 RAIN BIRD 1804-SAM-PRS-12F-PCS POP-UP TURF SPRAY 12' 30 RAIN BIRD 1804-SAM-PRS-150-PCS POP-UP TURF SPRAY 15' 30 RAIN BIRD 1804-SAM-PRS-15H-PCS POP-UP TURF SPRAY 15' 30 RAIN BIRD 1804-SAM-PRS-15VAN-PCS POP-UP TURF SPRAY 15' 30 RAIN BIRD 1804-SAM-PRS-15F-PCS POP-UP TURF SPRAY 15' 30 RAIN BIRD 1804-SAM-PRS-15SST-PCS POP-UP TURF SPRAY 4'X30' 30 RAIN BIRD 1804-SAM-PRS-15EST-PCS POP-UP TURF SPRAY 4'X15' 30 GPM 0,65 1.3 VARIES 2.6 0.93 1.85 VARIES 37 0,65 1.3 VARIES 26 0.93 1.85 VARIES 3 7 1 3 0 65 SYMBOL ---- Irrigation Legend MFR DESCRIPTION RADIUS PSI RAIN BIRO RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRO HUNTER, HUNfTER HUNTER HUNTER RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD HUNTER HUNTER HUNTER HUNTER RAIN BIRD RAIN BIRD RAIN BIRD. RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD T-S-SAM-PC-T30-13 T-BIRD ROTOR ON 12" RISER T-S-SAM-PG-T30-25 T-BIRD ROTOR ON 12• RISER T-S-SAM-FC-T30·50 T-BIRD ROTOR ON 12" RISER T-S-SAM-PC-T40-15 T-BIRD ROTOR ON 12" RISER T-S-SAM-PC-T40-30 T-BIRD ROTOR ON 12' RISER T-S-SAM-FC-T40-60 T-BIRD ROTOR ON 12" RISER PGS-ADJ-06 ROTOR ON 12" RISER PGS-ADJ-09 ROTOR ON 12" RISER PGS-ADJ-10 ROTOR ON 12" RISER PGS-ADJ-12 ROTOR ON 12" RISER T-6-SAM-PC-T30-13 POP-UP T-BIRD ROTOR T·6·SAM-PC-T30-25 POP-UP T-BIRD ROTOR T-6-SAM-FG-T30-50 POP-UP T-BIRD ROTOR T-6-SAM-PC-T40·15 POP-UP T-BIRD ROTOR T-6-SAM-PC-T40-30 POP-UP T-BIRD ROTOR T-&-SAM-FC-T 40-60 POP-UP T-BIRD ROTOR PGP-ADJ-06 POP-UP ROTOR PGP-ADJ-09 POP-UP ROTOR PGP-ADJ-10 POP-UP ROTOR PGP-ADJ-12 POP-UP ROTOR 1800-PA-S-PRS-220-SS STREAM ROTOR ON 12' RISER 1800-PA-S-PRS-22H-SS STREAM ROTOR ON 12" RISER 1806-SAM-PRS-220-ss POP-UP STREAM ROTOR 1806-SAM-PRS-22H·SS POP-UP STREAM ROTOR 1806-SAM-PRS-15EST POP-UP END STRIP SPRAY 1806-SAM-PRS-15SST POP-UP SIDE STRIP SPRAY XBD-81 XERI-BIRD MULTI OUTLET EMITTER 25'-30' 25'-30' 25'·30' 35' 35' 35' 40' 40'-45' 50' 40•~50• 25'-30' 25'-30' 25'-30' 35' 35' 35' 40' 40'-45' 50' 40'-50' VARIES VARIES VARIES VARIES 4' X 15' 4' X 30' -- RAIN BIRD PEB-PRS-B AUTOMATIC REMOTE CONTROL VALVE -SIZE PER PLAN CHAMPION 466·075 ANTI-SIPHON VALVE WITH UNION ·,,v,.1,.,,_~, ... CHAMPION 300-075 MANUAL CONTROL VALVE WITH UNION CHAMPION 362-075 ATMOSPHERIC VACUUM BREAKER GRISWOLO 2250 MASTER CONfTROL VALVE N~ :~QUICK COUPLING VALVE WITH LOCKING COVER KING BROS. PVC BLOCKED "TRUE UNION" BALL VALVE-LINE SIZE FEBCO WILKENS WATER METER PER PLAN 3/4" RESIDENTIAL WATER METER B25Y REDUCED PRESSURE BACKFLOW PREVENfTER 500'!!-:SERIES PRESSURE REDUCING VALVE PVC CL 200 LATERAL LINE -BURY 12" -MINIMUM SIZE 3/4" - USE FOR ALL RESIDENTIAL LINES ('f"O/AE',LE) 45 45 45 45 45 45 50 50 50 50 45 45 45 45 45 45 50 50 50 50 35 35 35 35 35 35 35 PVC CL 200 "ALERTLINE' LATERAL LINE -BURY 12' • MINIMUM SIZE 314" • USE FOR ALL LINES FROM P.O.C.'S 1, 2 AND 3 PVC MAIN LINE -BURY :8., MINIMUM SIZE 314" - (CL 315 FOR 2" OR LARGER; SCH 40 FOR 1-1/2" OR-SMALLER) USE FOR ALL RESIDENTIAL LINES :, PVC 'ALERTLINE" MAIN LINE -BURY i8 -MINIMUM SIZE 3/4" - (CL 315 FOR 2" OR LARGER: SCH 40 FOR 1-1/2" OR SMALLER) - USE FOR ALL LINES FROM P.0.C.'S 1, 2 AND 3 GPM 14 2-9 5,5 2 4,5 76 2.7 5.5 7.6 13.2 1.4 2.9 5.5 2 4.5 7.6 2,7 5.5 7,6 132 0,81 1.61 0.81 1.61 0.61 1.21 BGPH . -~---f\,c: IRRIGATION SLEEVE -Sc1-t f','.:l ,i< --- 6 I \, RAIN BIRD /\ '/... ISC SERIES PEDESTAL MOUNT AUTOMATIC IRRIGATION CONTROLLER WITH WCS MODEL #"RG-VR' RAINGUARD RAIN SHUT-OFF DEVICE CONTROLLER SEQUENCE VALVE SIZE t•uNDER VEHICLE PAVING, PROVIDE 36" COVER FOR ALL MAINS, LATERALS AND WIRING .___ ___ -•GPM DEMAND UNDER PEDESTRIAN PAVING, PROVIDE 18" COVER FOR ALL MAINS AND WIRING UNDER PEDESTRIAN PAVING, PROVIDE 12" COVER FOR ALL LATERALS BENCHMARK DESGAIPTION'~5ro. DRO.NZE:; · Qr9C IN CONC MON '-¥ A,•'9 ' I I I J, e·".'. 4_,,.. ~ ~ ,',.. "', A~~ 1-& 1-& r-, F·B 6-•f!J E-.6 H-~ F-6 fl•"' t'-6 -- c-1;, - A·& .4·8 A-e U)CATION• AOOUT 200'.f:J0/2[/.{ CF 9TA ZGJJJ!/fl7~ S4NTA. FE..JXl -R 5 464 -_NEAIZ..E£!f££..fLmr. ... 6JD€i a=: RCl4D . I RE'CORI FROM. COUNTY flENCI../ .Jrl/EI '2 , '-0902 . APPROVED FOR PLAN'fING AND IRRIGATION Ot~Y, INCLUDING PRECISE LOCATIONS OF PLANlrING AREAS. GATE INITIAL ENGINEER OF WORK t· REVISION DESCRIPTION ELE 11, /7&>.(/j_ ... _ ., --. DATUM U.S. C LB~'=>~--- 11910 Ul1UV[IISITY CUHlR LA.NI SUIT[ sao SAN Dllt.O c,u.lfQl:NIA 91111 DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL 0 40 80 ,zo I "AS BUILT" DATE INSPECTOR DATE ENGINEER OF WORK A'°P,:;;P;,;,R;-;;O~V ~E2m~·'-fr{;,~ ✓St4l,'1~f:._~----1-(-9 /,, ASSISTANT PL.IINr:!IN~ DIRECTOR DATE OWN BY, ____ , CHKOBY ____ , FIELD BIC PROJECT NO CT e,~-/& DRAWING l'j0. '2G9·5L . f -I MAINLINE - 4 4 ,,...H/(',f PCC .._'i/OlHAL.k..' _/ ,v. !H (.rf'/:)51-C CG/3Bi E: A6CRFGJ:T( P£DE!JT!?'IAN q· 8 TRAIL 5 LOCATION SCHEDULE. -AS BUILT- NOTE, AiL DJr'IENSloNS 8ASED DN CONr,V,,CrOP. AEOLINE NOTES. MEASURED FR.OM: FACE OFCUAd El'Juii OF PATW /!,ROW DI TC.H (i) 4' @1a". @ ~· (j) f'.-G• @ 2' ® Cb' (!) 5'-t,," @ 2'.11," WIRE ONLf © c,,' ® 3' @4'-r,i f.c: ® 7' @4' @8'" ·i,, P.C.R- @8' @> (t," @f PC.R @ a'-"'" ® a:e;,• EDC;,E OF WAL.I-'-. DETAIL M(J,[J/l .lf [_) (0. 6 · / (Uf<'/:3 WI TJ-1 / ;~" Ov!.KAII ,L/f-lGHT f[[ff~~l~ [~~[~[( ~ w @00 ~ Hl t lb#\,s!i]i§:Sfo\~l ~lj~~ 'J(f@;(S'ff[jl 1¼1} I ., .. / ' •·.. ~: :y,: ) 89IO UNlVERSl'l'Y CENTE\p:LA.N-E sy;iu 5$() SAN D1tG,{) CALIFORNIA 9z/zz ; 619•558•89)'}' {"\! ·----✓-.. ,AX 619-s!S•()IS:l EJ IS1 Q,/ 11/ f:/,.{J ,_ f ONG NO ?t,..3 .' Lfl,J!t OF !;ER DE / / / ® <J' (5) 10·-1.p• @ 12" -~~-' G </ . ® 11 · ® 12.' @ 13' @ ,,,.: @ 15' I I I I I I I I I / I I 1 I . I !/ '/ ,- ' • . " I ® c,,' f'!YvCE @ 12'' WALL @ 12" NOTES: 1. SEE SHEET 4 FOR IRRIGATION LEGEND AND CALCULATIONS 2. SEE SHEETS 1-3 FOR IRRIGAjlON SPECIFICATIONS • 3. SEE SHEETS/lHI FOR IRRl(¥\TION DETAILS. I / .,' 4. THIS SITE CONTAINS HlcffiL Y EXPANSIVE AND ERODIELEiSOILS. AT ALYulMES DURING CONSTRUCTION MAINTENANCE CONTRACTOR Sl-fALL MONITOR UR CE SOIL CONDITIONS T REVENT SOIL SATURATION OR DE$1Cc,iT/ON. • I I • \ I , .. f-::XiSr k/W -J NE'W !.OCAT\OK Of f'-(:tW /PL ~TE, 11:¥1M~ WAU--\ I -W "11--IJS 1---iXf"flOH • I I --~ ~\·~-~ lo Y----LJ NfLlTCt.,r l --- .,,.,..3,t<? > -"'-:s-·i½i( ~~~ ... z 75 75 ;-/'?&- '::: "" " cc'.¾ )"-__,. -~ ~ lmrtlfi -l4 < -,'j I~ ~ 7 s __ 3 i'fi~tti ' '~r -~ 0 z_,3_71tJ~ ~['>;1':::::::i'7'._""""'_::-8~-·-:'.__)-4'gl:'._>;::-~s'°-J__ 'tt,.~4':'ti:" ~4 -~;.t...;;:W ffccJfWM/ SHEET9 FOR • ION IN LOT 144 . ,,_ ' 2§"'{ p .,. • ~ , ' .._____. • I ---- &,5L MATC/.1 l.,INE SJ.IEET NO. 6 ' . . '°f #, slfl<ll;;A ""~~"-- JOB NO_ 95-85 DATE INITIAL DATE: 10/9/95 SCALE: 1"= 40' ENGINEER OF WOR 270 - ---THIS SHEET KEY MAP NOT TO SCALE ~ 117 7-i; if. t" '.--- I ) i.:XIST SLOPE DWG NO 283- I REVISION DESCRIPTION ZGO- '250- ,., fr \"f-' ! ·" /t\1'-., /'' ~f!P..'!::P4Y(.IGHT F/iL '/4 ____,,. 2 ?.0- / ,c ' 70· · c;rv, rr CY.., /, ·---------C L,,.A'\/ 1 , R/Ai6 ,=- I .'? PM T 4 --- LA c-_ f A L~ ---_] I 1'JJ u j\ LLf=: '/ V-t-P rt.A J I z,__,_ 3/!BDRAIN -IJ!Sr GR01:ND PER nwG !JO Z53 -· 7A StCTION A-A SECTION 8-8 ,V-TS N()TE: 5El: L_EFT FOR: PEDESTRIAN TRAIL OETAIL BENCHMARK D!':SCRIPTI0N __ _5fD,_ J:;1?0.N...ZE:.. D19C W CONC MON N N RECIS PTJANT RE.AS. cAr10111 4BOVr za,' NORTH ac: erA, 2G1 too. 12 l?ANGHO NIA_ E£.QD. -RS 454 -NE4R FF)JCfi /;AS[ Gil)£ a=: Rfl4D . COR! FROM. COUNTY P,f;NC/-1 LE11~ ,,"-OBQ? . 17G 115 DATUM _ U.S.[; .LB g -- 0 40 BO IZO "AS BU IL T" £kwld£, •.. -&LA• "¾J-£xP. '-t lo, ' 7-t'-+ .Af,9 DATE 1 2-1-12 DATE ENGINEER OF WORK IRRIGATION PlAN rnR . CARLSBAD TRACT NO. CI85•1 OWN BY, ~D_A_TE_~IN_IT_IAL-+_DA_TE~-l~NIT_IA-'-L--1 CHI< D. 8Y~, ----1 , . FIELD 81<, PROJECT NO. -CT 85-15 DRAWING NO. 2695-L OTHER APPROVAL CITY APPROVAL CMWD 93-301 COCA<> ~W "" WrrHW ~ RIGHT OF WAY ··· AS CLOSE TO PROPERTY LINE AS POSSIBLE iP -· i NeyJ l-DCP--710N OF ]<'.o.w /Pl-- ~ f'lc'f"1Nl.3J W-WAU- 1 3~" I p·2, 11 111 l.,4-_,_.::::-:-:;..,,,,_in .4 314'' !::·'? 'l( I" ,\ 4 /4" i ., 12 I 3/4" •· .5 _:'.·:_,'fiE', __ .. ,-'l::o· ;"C:,f' ii I'!\:-,·· ~~rliiV. ~-•-· . -~-'"""" ' ,, ... ,r-1-'-",IL--~· ·~,.L.!.=--·" ' 1-0' ·_·· _;,,.::._::, ::.£___~:::::::'::....,, 7 l -' ......__ ----<. ~ ,,; r .,(' --~ +----+II.A 1·.:, ,, i i···' I i i • . . I I " .J,~i v.: .. , ,, • 8 DATE \ ~ rEX-IS-TI-NG~E-R_O_S_IO_N_C_O_NT_R_O_L_IR--R-IGA_T __ I_ON_T __ O~R--EM::A::l::N::U:-::l-::,D:-::IS::T'.:'.U::::R::::BE;::D::7. " , OONTRACTOR SHALL VE!i!IPY THAT SYSTEM IS OPERATIONAL AND SHAL~ !iERAIR AS NECESSARY. SEE DRAWING# 253-7-L, SHEET ' ,, ' '·:q rj.,_' ,-"'"" ' • ·r .. < \_ ? ' ; ; t : t .. 'Kr~· :;;i -~)',;:, ,· ,•'1""\'! IRRIGA TJO'N NOTES [)e:.'7: . .4 l l A., 1. SEE SHEET 4 FOR IRRIG1ITICN LEC,ENl• \ND CAU::;U[i\"'fJCJl'J!§ . ·-··"····-·-······· 2. SEE SHEETS 1 ·3 FOR IRRK'ATION SPEC!' !CATIONS 3. SEE SHEETS to-II l'OR IR:llGA~ION DET;\ll8. I -; ' ./ 4. THIS SITE CONTAINS HIGH,\/ EXl'<\NSIVt.: A1\·) H10DIELI:' SOILS. Af ALL TIMES DURING CONSTRUCTION AND MAINTENANCI: CONTh \CTOR SHALL MONIT<')R SURFACE SOIL CONDITIONS TO PREVENT SOIL SATURATION OR DESICCATION. _________ __, " ;'I -1---THIS SHEET " I Jd) ~ ,:i;\, ;'.. ' ·i (.,,: INITIAL ?:: ...... ". ).:. -.,.., ,,· , .. ~~ " ISTING EROSION CONTROL IRRIGATION TO REMAIN UNDISTURBED. NTRACTOR SHALL VERIFY THAT SYSTEM IS OPERATIONAL ANO SHALL R PAIR AS NECESSARY SEE DRAWING# 253-7-L, SHEET ~ [ ~q [ il l~OOOC~J~ !Kt (b; i¾ 1N1@%,t?,1Pl1 f\ Jt!}•J Olf ~~VQ.[11~~ 8910 UNIVlRSIT'i' ClNTER LAN[ SUJH 580 SAN DIE.(;0 CALIFOKNI/\ 9ZllZ 6 I 9•SS8•8977 DATE JOB NO. DATE: SCALE: INITIAL 95-85 jjl/9/95 1" = 40' DATE KEY MAP NOT TO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. 120 NOTE-· RN/61-1 Gf<ADING 70 aJNFOPM TO TVP!CAL lOT Gi<ACiNG DETAIL PEQ C/TY OF Cll.Ql684D DWG NO GS· /5 BENCHMARK 0EscR1P1 oN ...2D. /ol?ONzE DJoc '.61 cOA1c Mal ..... __ _ LOCATION AP{)U[ 2CtY NORD-! OF 5.TA. 2.fg/t~U. RM1GJf) 0ANTA FF. RO -1?9 454 -Nl:ttif? FENC£ EAf?[ f,/JE_ Cf _RQlD. __ RECORD FROM~-(;Q!,,!NTY 8FNCH LEVFI ...... J. 0$02 EL.Ev--~1z11,J . .6. ...... _____ D11TuM, use.• &s. INITIAL "AS BUILT" £'~~-XZ~ -IU,At /~.2-EXP ffef 7-/Lt-4'1 DATE REVIEWED BY ! _Mn r L--1·7J. 'J2 ~-'4= ---·-DATE ENGINEER OF WORK GLEN K. VAN PESKI DATE R C E NO 4 I 204 EXP 3 .31 99 IRRIGATION PLAN FOR CARLSBAD TRACT NO. CI 85-15 OWN BY, ___ _ CHKO. BY FIELD 81(-, --- PROJECT NO CT-85-15 DRAWING NO 2695-L ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CMWD 93-301 ... ' . /-~---, ---.,. ~ --._,~""t Not~: /..-OcATe L-.6-TtRAL.l' IN i'I..ANTINC:t ,6.R.EA l' g,e_1 1,1Je,e.N ek,K OF ' ?!DeWAU< AND J;i G~N Doc.APE.. WA L-L-f , -' -...___/ '~ \.,_. ''--./,..__/ I ( / '· ''J1v:,,,,..,.,.~1>"'•'··· ' INT QF CDNNECTION 11-"f TO BE A 2"' POTABLE W!\TER METER. I"18TAll ,.,,2'.\ .REDUCED . pR'ESSURE BACKFLOW PREVENTER PER TH€ IRRIGATION LEGEND •AND CITY STANDARD ETAIL. INSTALL A 2·· WILKINS SOOY SERIES PRESSURE REGULA TOR AND A 2' MASTER , VALVE. VERIFY THE EXISTING PRESSURE BEFORE COMMENCING WORK AND NOTIFY THE , LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCF1EPANCIES. STATIC PRESSURE ~ ,:,. ffl. ~ 136 PSI METER TO BE REPLACED WrTH A 2" RECLJ,IMED WATER METER WHEN RECLAIMED WATER SERVICE BECOMES AVAILABLE. "'T··· ; . il. \ ' ' : ., . l..~--~--J c:-J -'j_']/ ,'.':,~'.{'f"J//A,/{7 .,.,,_ .... NOTE: F!Nlf31../ GRADING 70 COVFCJeM 70 TYPICAL LOT GRA/JtN6 [JETAIL PER CITY CF CARLSBAD cw; NO. BS-16. ,. 6 i _., J .C1\"'()f'l'.&[' :~ :>i.' ~£l<f},f/ A d® I ---=--I . .( :· Ii i "< ,Vr.. R Ao\ _ .,,;,~> qn IV .. •, ~!i.'t~·. f>t} .. :~. & ~C-,M\ ~ ' l, ' _;~✓ ,13. . . .• ~~ ..... -~,-:1,. -f4~~1d. ~ • •-l!rrp \}(')'/k .\, .. : V . i ;,11 I .......... @ ., I- \ -:it w~· %<$1 \ ., ' ~. \. / 1•• (t;i~ ( Ji. •· 1J1 ~ .. w~ . , . ••' ,,,, -' , __ ,·· ., • . .. ~1/4, ~mm NOTES: © 5EE Sll'I', !J F111t I i•" J.14tNL.IN.-Loi:,.;,;• -'§: .. , .- II li~N. T'(/! ' . " 1. SEE SHEET 4 FOR IRRIGATION LEGEND AND CALCULATIONS 2. SEE SHEETS 1-3 FOR IRRIGATION SPECIFICATIONS 3 SEE SHEETS fO·/i FOR IRRIGATION DETAILS . 4. THIS SITE CONTAINS HIGHLY EXPANSIVE AND ERODIBLE SOILS. AT ALL TIMES DURING CONSTRUCTION AND MAINTENANCE CONTRACTOR SHALL MONITOR SURFACE SOIL CONDITIONS TO PR'EVENT SOIL SATURATION OR DESICCATION ,w APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. coi1·lfN of' lf,"'IC.cl JON , vf' TD . . H VV/\LL'.:;, FK , CAUFD/2/VIA a:r:YW!NATE'· N44C /XO E::. !OJ.0 XO BENCH MARK ':./1'/-/"l'f C,04 5 AS·BUIL.T DESCRIPTION: <>TO. eRONZE Oi5C IN CONC. Mall LOCATION: AIKJIJ[ Z(p' tK:Jlml (lF 6/'A tG.1 ~san f.lANQ/0 j!ANTA ff !<'(>IQ -Q.6, 49" ~ NEAR FENCE cAll'I'" Blot: OF l!IOAD ., ___ _ HECORDEO FROM: CCUNTY IOENDI l/!!1//fL .J·O,Ot DATE INITIAL ENGINEER OF WOR REVISION DESCRIPTION ELEV: l?!p. /0 __ DA TUM: U.B.C.; G.~. DATE INITIAL OTHER APPROVAL JOB NO. 95-85 DATE: 1 019/9§, SCALE: 1" -40' ' / i I --+-~THIS SHEET KEY MAP NOT TO SCALE rn~~r@[ ~m@ooiw [~[t [h ~ lR!J ©]~§\If!] !~~r~:1~VU.\'£VJJ 1;11 8910 UNIVHSITY CENTER LANE SUITl 580 SAN Dl(GO CALIFORNIA 9iiJ:l DATE REVIEWc_° ~y I / ,~L•~Y1~,ar .......... ~---1 2-7· 99 INSPECTOR DATE ENGINEER OF WORK GLEN K. VAN PESKI DATE R.C.E. NO. 41204 EXP. 3 31 99 '17,/t?,fil, L~ ISH~fT j CITY OF CARLSBAD ISHMTSI B 0· '11 L"E> PLANNIN{; DEPARTMENT DATE INITIAL CITY APPROVAL IRRIGATION PLAN FOR CARLSBAD TRACT r~o-. C.T. 85-1 PARK VIEW OWN BY, CHKD ev~ .. ---, FIELD 81<, ~ROJECT NO ·CT 85-15 DAAWING NO. 2695-L • 'OMWD 93-301 11.'' Ii I 5"6-f \ I I \ I I \ ,_,.\ I@ '-I I I I¼ JI ·, ) ,fxz \ I \ ., i)/ ' / I /// I / ' I I I I I \ (, __ '/~· / / :-,... \ ~i;J._ S<\ ~ .;,,.11-. ,./ l_ '•, Calle Lomas Lot 133 'l,.t:f I WROUGHT IRON FENCE (TYPICAL) l?-'I • IIJ JU ' I ~_l...J......1:..__ ___ """'7.,;- --- □ □ □ □ s 186/A, □ □ 1 \ '¾!' f I I ; : 1¾,'' I I I 1 • >-~ ' LL 01 ' j': I <.'l a: ENGINEER'S SIGNA 'TURE REQUIRED DN APPROVED . . ., . ··--- ENGINEERING PLANCHECKER ~ __J I lJJ Q (/J 0 (l) -·-E ·-,__ Q) --0 u PAG, I DNLY '' _____ ,,,_ ..... , .. DATE NOTES: 1. SEE SHEET 4 FOR IRRIGATION LEGEND AND CALCULATIONS. 2. SEE SHEETS 1-3 FOR IRRIGATION SPECIFICATIONS. 3. SEE SHEETS 10-11 FOR IRRIGATION DETAILS. 4. THIS SITE CONTAINS HIGHLY EXPANSIVE AND ERODIBLE SOILS. AT ALL TIMES DURING CONSTRUCTION AND MAINTENANCE CONTRACTOR SHALL MONITOR SURFACE SOIL CONDITIONS TO PREVENT SOIL SATURATION OR DESICCATION. POINT OF CONNECTION #4 TO BE A 1" POTABLE WATER METER. INSTALL A 1" REDUCED ,----.---.+PRESSURE BACKFLOW PREVENTER PER THE IRRIGATION LEGEND AND CITY STANDARD DETAIL INSTALL A 1" WILKINS SOOY SERIES PRESSURE REGULATOR AND A 1" MASTER VALVE. VERIFY THE EXISTING PRESSURE BEFORE COMMENCING WORK AND NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES, STATIC PRESSURE= 134 PSI. ,,\l)Pl<C) Vl 1:I) [,'()!{ Jll,/\N'l'IN(; //AS BU IL T " &iuf~ ANI) Il<l<J(;i\TION () t\ LY, 7-l4--"l9 INC~ LU IJING PRr~c:rs1~ T IT!t .?-LA• I ~ .. :z,, .. ,. qf61 DATE LOCA'fION OF7 PI,ANTI~G R'C]B B~ AR:EAS. '12139__ -tlC ' INSPECTOR DATE \0/2,,101 GiJb /I\ I c121< ''HvN 0QTv';;TfJ-' R,,:· ~f· : ) l;Jf\v,:~A 't' /,?JC), 91,, L./3 ---,--' I s:;gET I cARL~=n~fADJ [SHEETS] CITY OF ,-----. -- 1 nc.,sI)ON_ .. _ .......... - ·-· ..... ,. PLANNING DEPARTMENT 'JO ............ _ . --·--· '• -' --.... -·-·---~--- S/tf.l'M 4D~ /?,\ AS ·BUtt..r -. -,.rJ.CJ !.½ "''-"'--"~·- -------~. •"" ·o •-• IRRIGATION PLAN FOR ~ ~-·· ........ CARLSBAD TRACT NO. C.T. 85-15 "'--~ -----· ··-· ----' ---~~---· ----~--~-·--___ ,, . ", ... .... .... ·-· --•,, ··--"" ni~ ' .. _. 'J WFST r· v 1r-v -~--·- -. ---. -~· -·--··--·----·---•--,•·-~--··-APPROVED '#!'/ti? 7-(-9.6 I -:~---=·-~-- ----. ---·--· --~-' DATE ·-·-···· ' ASSISTANT PLANNING DIRECTOR -----· -· ----·--·---DWN BY: ·-,----· PROJECT NO DRAWING NO. . ···-------DATE INlllAL l DATE i INITIAL DATE INITIAL REVISION DESCRIPTION __... ·-·----..1.......---CHKD BY: __ CT 85-15 2695-L ENGINEER OF WORK OTHER APPROVAL CITY .APPROVAL RV'wD BY, I ' --- CMWD 93-301 Lot 136 Lot 143 -- ---------------------------- ' ':(' \ { I I J-->---6 \ ~ W' ! 'l- s ,~UX::f~~/4-~ NORTH 1 '' ~ 10' • • I I I 1~ l<}t I \ ~ t I I ( t.''' I I "r / ,~, I I I \ '\. \. • \ • • I I >-i ,1_ 0 i-'-:r: Cl fr_ :,,:: __, i w 0 (fJ 0 D ·-0 0 ~ Q) -+-._ 0 u \ \ ~ I • \ \ I \ \ \ { 'I;)_' ~ \\ ' ~ /\a!7 ~\ 1/ NOTES: 1. SEE SHEET 4 FOR IRRIGATION LEGl"ND AND CALCULATIONS. 2. SEE SHEETS 1-3 FOR IRRIGATION SPECIFICATIONS. 3. SEE SHEETS 10-11 FOR IRRIGATION DETAILS. 4. THIS SITE CONTAINS HIGHLY EXPANSIVE AND ERODIBLE SOILS. AT ALL TIMES DURING CONSTRUCTION AND MAINTENANCE CONTRACTOR SHALL MONITOR SURFACE SOIL CONDITIONS TO PREVENT SOIL SATURATION OR DESICCATION. ' Corte Promenade SIDEWALK :,,:: .Q N----------,.,,......,-1 -;i_ 0 I I I ~ J 0 (fJ 0 C9----~~-----1l 11\~ I Q) I.Of I0:2. • Lot 146 en 0 0.... Lot 140 111 ""'1--1 ; /4 \: ~mr--------'--i\'----r IU Lot 147 J I ~\ (.z.\ ) s1o1:.\J',I ->-~---LAPPROVED FOR Pl,i\\"TING l!' Corte Mot\n AND IRRIGATION ONLY, 1 INCL,UDING PRECISE ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ~rn ENGINEERING PLANCHECKER DA TE LOCATION OF7 PLANTING AREAS. ff ~~~![~ll ~[[1]00~ j~[~ 8910 UNIVERSITY CENTlR LANE SUITE 580 SA.N DIEGO CALIFORNIA 921 H fA.X 619•558•9188 DATE DATE 5_!,'f/f'f. Goo~ I AS·P.,U11.r. NO CffAN6E T# SHr. SEE ~--+-------.. ~~-------- ;s~fl'l CITY OF CARLSBAD I SHEETS I -+-------, ~ PLANNING DEPARTMENT 20 ---. +----I -·-----·-+----+--:t_o_s__<.A~f .. ~_AIVJ .,,,,A AS-/3Uti.T t,Ayt>uT,_----t---+------t- +-----1 i IRRIGATION PLAN FOR +-----+---+-----+-_.i CARLSBAD TRACT NO. C.T.85-15 --+-----I PARK VIEW WEST I----+----+------------·--+----+---+----+-____, -:--:AP::-::P-::RO:::-VE~D-=-,'.":7'.":~.c:::0----::-::-=-==---7-/ -o/..b t------+-----1-----------· ---+---+-----+---+---I ASSIST ANT ANNING DIRECTOR DA TE t--occAc=TE---+ccclN=ITI~AL--'t----------------+-----,--+---+---I ~D::WN:;:=;8:::Y=: ====::::::::;-';::=:::::::::::::::::PR=".O::::'.JE::'.;C;:::T=N=O=. 7=::::;-;:::D=R=A=W=I N=G=N=='.O. DATE INITIAL DATE INITIAL RE\"SION DESCRIPTION CHKD BY: --CT 85-15 2695-L ENGINEER OF WORK ., OTHER APPROVAL CITY APPROVAL RVl.'D BY• 6 .. (D SATURATE AND COMPACT BACKFILL 1 2 TO 90% ill ;r, ' ~ ni~Qr~® FINISH SURFACE . !i1 =JJJ --@) NON-PRESSURE LATERAL LINE ' ~ • z f/..,C.,c,.L,L,£.,,<h-111111•--. ~ '.:! '5 : 0 PRESSURE MAIN LINE z Ill @ DIRECT BURIAL, LOW VOLTAGE' \,, : it~J,~~Wm"'/~ CONTROL WIRES, BUNDLE ' AT 10 FT. O.C . . ----«R) ·© RECLAIMED WATcR WARNll'IG1'APE '/1,.-~-{ 4 ,dJ':'-4-~---'--( 5 NOTE: SEE SLEEVING DETAIL FOR TRENCHING IN PAVED AREAS @1---T_R_E_N_C_H_I_N_G _________ NT_s CD CONTFlOL VALVE WITH UNION ® PVC SCH en (GflEY) STREET ELL CD FINISlf[D Gll/\f)f: • <D 0 PVC SCH 80 f11$[RS © PVC LATEFlAL CL 315 TO /\VB. @~----A:...;:;:_:N...:::G-==L=E_V__:_A..=..L=-V~E=----___ N_TS NOTE: PURPLE CAP RE- QUIRED FOR RECLAIMED SYSTEMS (i) l'Or> .ur Sl"RAY HEAD, sea LEGEND 0 FINISH GFlADE G) NOT5::./\LL SPRAY HEADS TO BE PLACED ~·· CUc/\1~ or ALL HARDSCAPI" SURc/\Cl"S ' ' 0 MARL EX STnEET ELL, TYPICAL ClY11r PVC SCH'Bo NIPPLE. :5. MIN· LENGT\.i . ® PVC StH 40 TEE SxSxT TEE OR Ell CD PVC LATERAL LINE, SIZE/IS NOTED ' ' ON l'UIN ® Ot=PTHSEF' SfECIFICATIONS G)-~P:....:O:::.;:P_-.:::_U.::_P ___:S=P--=-RA=-· =-=Y~H=-=E=A ___ D=-·-~ ___ N_TS N G) HARDSC/\PC SURFACE, SEE PLANS. ® CLEAN BACKFILL /\S REOUIRl"D, REFER TO ENGINEER FOR SPECIFIC MATERIAL N✓D COMl'/\CTION'REOUIREMENTS. Q) CLEAN SAND. 0 ® LATERAL LINE W/ SLEEVE. PRESSUl!F MAIN LINE WI SLEEVE. ® LOW VOLT AGE CONTROL WIRES, SLEEVCC S!ZE AS REQUIRED 0 MINIMUM covert:. 1 fl" L!NDEH WALKS 21\" LJNDt:n DRIVES 36" UN')[fl STREETS 0011 ff¥'-~M~ w'l";SF-l.,1!'11,.,S NOTE· ALL SLEEVES TO BE PVC SCH. 40 PIPE Ll-.Jpi;;f! ~ . • ALL SLEEVES fO BE SIZED TWfCc THE DIA. Or rHE WORKING PIPE, • Al L SLEEVES TO RUN A MIN. OF 12" BEYOND H/\nDSC,\PF. EDGES. • Ci.FAN BACKFILL MAY BE SUBSTlflJTED cTHl SAND UNl)ER WALYS AND DRIVES, @ RECLAIMED WATER W'ARNING"TAPEc ®_S_L_E_E_V_IN_G~ _________ N_Ts 7 0 :WATTS #77S LINE SIZE WYE STRAINER • @: BRAS.S N'PPLE. TYPICAL WI LOOSE KEY flOSE EllB □. ® 1 CU FT CQNCRETE·THRUST □l.OCKS, REDUCED PRESSURE BACKFLOW-DEVICE TYPICAL. WFlAP PIPES W/ 1 O MIL. - WITH 2 El/ILL VALVES, REFER TO . TAPE SATURATE ANO COMPACT PLAN FOR TYPE AND SIZE OF EQUIPMENT SUB-GRADE TO 90¾ PRIOR TO POUR. G) BRASS UNION (j) FINISH GRADE G) BRASS ELL (TYPICAL) (~ INSTALL PER CMWD STANDARD DETAIL NO. W-20 REDUCED PRESSURE NTS ·BACKFLOW PREVENTER (0; .. ,, ;/ "1!1!111' ===n=°' i f--"@ :~ I , ', 3 . 1 =:...:: _.. (i) AMATEK ... , PLASTIC VALVE OQX: (OR_EOUAL) WITH LOCKING C0\1ER. · · ® FrMSH GRADE. • . -, -, ' G) Al"PROVE□ w1RE CONNEC,oRi ' · 0 CONTR.OL WIRES; BU NOLE ANO T iPE . ("'(/.4' MlN. EDRA WIRE) © REMOTE C.<JNTROL VALVE(SEE SPECS) @SOL£NOID (!) PVC ,sqH BO U~ION @ PVC.SCH 4Q FEMA~E /\QAPTEfJ (TYP) ® PVC NON PRESSURE PIPE . (SEE SPECS.) . , ([g) 'PVC ~FiessURE_P1PE (SEE SPECS): : : ' · (jJ) :PVC SCH B~ N1PPLE (TYP)(LE~~TH ' AS REOUIRED) (Gil ;:'.X:4 Rfl:OWC()O BL<:XKING OR BRICK (j) PVC SCH 40 TEE (SxSxSJ OR ElL(SxS) ON MAINLINE G) 1 cu. FT. PEA GRAVEL . . . @ DEPTM-SEE SPEc1ic1cA110NS. ' . NOTE: PURPLE LID RE- QUIRED FOR RECLAIMED SYST!=MS ® REMOTE CONTROL VAL VE NTS F ~-=--=---~-- I , ; ·' : j p', ",' ", '', Willi~-:~~ ' '~"°;:~~ '. S,, a,¥ Ir:'" <s;;. ~-~D'?c;-:;~:-~ c:;,,i~v 1 ·• '""¾<J~ Cbc;iC~®8@t.l(j) w:i'@L~o+:1~u "' U1C UNIVCUITY C[NTU LAMI SU!lf. 580 S.\N Dll(.0 (.ALIJOU.IIA tl I U 6t9•51l!l•8917 DR.AWN . APPROVJ:D JOB NO, ' DAT.E APPf{OVED FOR PLAN1"ING AND IRRIGATION ONLY, INCLUDJNG PRECISE·:, • --·· . ' LOCA tION OF PLANTING -AREAS.· ' 6 . filll . - .~111/l§l/lil~illgl!lim 0)AN11-SIPHON VALVE ASSEMBL y' 0 PVC MAINLINE r:;'\PVC SCH 80 NIPPLE lc}(LF.NGTH /\S REQUIRED) 16\PVCSCH 80 UNION · ~PART 0" VALVE ASSEMBLY) (DcoMPACTED SUl3-GRADE @scH 40 SXT ELL 0 PVC Cl 200 LA TE R/\L 0 HE.JCjHT TO BF 6" /\BOVE C,'.;\ HIGHEST r'OINT ON SYSTEM \.'..::1/ SEE SPFCIFICATIONS © ANTI-SIPHON ' NTS Q f--C---0-J'\:--:,T=TR=:-O~L'-:c-V:c--A~L-V----E--~---_.:....:.,::__ .. "AS BUil T" RCE EXP. DATE RE:'v1E:W£D BY: /\\ DATE INITIAL REVISION DESCRIP110N INSPECTOR DATE ENCINE(R or V,:,RK Ml:) 0 ROU."10 GREEN f"'J\STIC V/\LV'c BOX. AM/\ TEK on ':OU/,L _:1111•~ 1111 I :c::c 1111 \ I T NOTE: PURPLE VALVE BOX COVER REOUIRED FDR RECLAIMED SYS- TEMS @ BALL VALVE 0 I ® F1NISH GRADE G) BALL VALVE 0 INTEGRAL UNIONS ® PVC SCH. 40, 45" ELL (TYP) , r~ @ PVC PRESSURE MAINLINtc PIPE(SEE SPECS) 0 1 CU FT. PE•/\ Gr1AV':L @ 2X4 REDWOOD OR BRICK BLOCKING @ DEPTH-SEE SPECIF'ICATIONS NTS 0 BRASS ELL @) ATMOSPHERIC VACUUM BREAKER @ BRASS NJPPLES (SEE NOTE BELOW) 0 F1NISH. GRADE @ PVC ELL OR TEE @ PVC LATERAc,, DEPTH/ SEE SPECIFICATIONS I\QTE; ATMOSPHERIC VACUUM BREAK'=R SHALL NOT BE LESS THAN SIX (6") . IN, ABOVE H 1GHEST OUTLET.O"l T:-·Hc -SYSTEM. , ®ATMOSPHERICVACUlJMBREAKER NTS ~ CITY OF CARLSBAD ~ PLANNING DEPARTMENT -0 IRRIGATION DETAILS FOR: I CARLSBAD TRACT NO. CT 85-15 I ' PARK VIEW WF! T I APPR0',1:'.D •/t;/~ tl Y/.., 1-(-o/-' 7 ASSISTANT PLANNING DIRECTOR DATL.,_} -·- OWN BY: • .., -· • • C PROJECT NO, I DP A \\1~:G ', .. , DATE INITIAL DATE INITIAL CHJ<D BY: I ' CT-85-15 2695"L On<Cq APPROV/.l crrr APPROVAL RV'MJ BY: . I I & (\ CJ \;i \E: c:, '<i' C\ ' fA,t Of9•5Sl•tl•8 I ______________________________ __.:,;;,;:..;..:.;...;;;;;..;.;;:,;.... ___________________________________________________________________________ _j~, CMWD 93-301 ----~----------------------.,,,..,e-,,,,--..c_=-----------~------··-··----·----- 8 CD p()p -UP Ra°TOR HEAD, . . · SEE LEGEND: @ FINISH GRADE @lJOTE:.ALL HEADS TO BE PLACED 4" CLEAR OF ALL HARDSCAPE SURFACES 0 MAR LEX STREET ELL, TYPICAL @ PVC_SCH 80 NIPPLE, 6" MIN. LENGTI-1 '\,---,--.:::::~~1---,j~ · @ PVC SCH 40 TEE (SxSxT) NOTE: PURPLE CAP RE·- QUIRED FOR RECLAIMED SYSTEMS .. @ PVC LATERAL LINE, SIZE AS NOTED ON PLAN ... ,, @ D~TH-SEE SPECIFICATIONS (A\ POP-UP 'ROTOR HEAD· NTS 0_;i--------------~-~ NOTE: PURPLE CAP RE- QUIRED FOR RECLAIMED SYSTEMS G) SHRUB ADAPTER W/ SPRAY NOZZLE, SEE LEGEND @) PVC SCH 80 NIPPLE, LENGTH AS REQUIRED (TYP.). (D ANTI-DRAIN VALVE-AS REQUIRED AT LOW HEAD DRAINAGE. (£) FINISH GRADE {f) ALL HEADS TO BE KEPT A MIN. OF 4" FROM ANY HARDSCAPE SURFACE. © MARLEX STREET ELL, TYPICAL (!) 1/2" PVC SCH 80 NIPPLE, 6" MIN. LENGTH @ PVC SCH 40 TEE SxSxT @ PVC LATERAL LINE l9} DEPTH-SEE SPECIFICATIONS © SHRUB SPRA y ON RISER NTS' c--~--- FINISHED GRADE-----~- QUICK COUPLER VALVE-----.. PVC SCH. 80 NIPPLE--------- PVC MAINLINE------~, NOTE: PURPLE CAP RE- QUIRED FOR RECLAIMED SYSTEMS ® QUICK COUPLER VAL YE 112" NTS CD STREAM ROTOR SHRUB HEAD, SEE LEGEND (v BROWNLINE UVA-PVC COUPLING OR ANTI-DRAIN VALVE WHERE REQUIRED ·@ STAINLESS STEEL STRAPS (2 REO'D_)\N/ #4 REBAR STABILIZER, 30" MIN. LENGTH , © MARLEX· STREET ELL, :YPICAL . @ PVC SCH 80 NIPPLE, 6" MIN._ . LENGTH. . . . . . ' 7 ' _ ' : © PVC_ sbt, 40 sxsxr TE~ ORE~L . .>l,.....:~~J.-~,..c....-.::..:....::',.~r-,;!:'-:-,c--,/,;.......... --' ' . ' IL.a---'---'--1L::::CC::._J------:~__,-.',@ PVC LATERAL LINE, SIZE AS NOTEO . ON PLAN. -. NOTE: PURPLE CAP RE- QUIRED FOR RECLAIMED SYSTEMS . -@ DEPTH-SEE TRENCHING DE'rAIL · ' ® ROTOR SHRUB HEAD ON RISER NTS Bf-,---------- n ' ' I . NOTE: ALL WIRING TO BE INST ALL ED PER' LO CAL CODE -----CONTROLl:.ER: INSTAL~ PER •. , . ,. _ MANUFbCTIJ RER'S _ RECOMMENDATIONS ~ .. , .. ··-. . - ·--PEDESTAL CABINET' .--CONTROL WIRES ~--.. suNDLE EVERY 1 o' / _ 6.' TYPICAL : 4 . SIDES . GRAr'fE 1, . -z. 11 ·soLrs, ' .. ' ONC. FOOTING , .....__---..r-, 1 2 0 V POW ER . AS REQD, @'---P_E_D_E_S_T A_L_M_O_U_N_T_C_O_N_T_R_O_L_LE_R-'---N_Ts_ , , I . :~~ I"». ' ~', I • G,'i;.\[K®:B@ - APPROVED FOR PLANTING ~lll\$~Jp?~~~- 8910 UNlYlkSITY ClNTU l.-'Nl SUIH UO ~Atlll DllCi.O CALHOkNIA 'H 122 DRAWN '. APPROVl'.D )OD NO, ' S c,,.:LE.- ' •·. ' AND IRRIGATION ONLY, INCLUDING PRECISE ' . LOCA tION OF PLANTING AREAS.· . • 3" ® 5 6 7 DRIP EMITTER ~tl,s, 16' 1'ih •r 1qu;iit NOTES STEEL PIPE PLAN 1. Concreti: lh1II bt 470 t -2000. HORIZONTAL 011 VERTfCAL BENO CROSS BLOCKING DEAD END BLOCKING 1. See StiJ11danl Draning W-18 for b~arirtg 11rril5. 1 PVC EMITTER ACCESS BOX W/ LID 2 FINISH GRADE 3 MULTI OUTLET EMITTER 4 DISTRIBUTION TUBING WITH BUG CAP AND TUBING STAKE· 2 EMISSION POINTS PER SHRUB 5 PVC SCH BO RISER 6 PVC SCH 40 SxSxT TEE OR ELL 7 PVC LATERAL LINE, SIZE AND DEPTH PER PLANS AND LEGEND WYE A.C. PIPE ELEVATION 7 SECTION NOT TO SCALE 0/2 SAN DIEGO REGIONAL STANDARD DRAWING Rl~~DfO BY Tttl s.+.il IIIEl:G RE&IOIIA~ n~oa.m ~-mn tr,$/"'~ ,¢"u,, ,.,, C--11.C.E•llm' - CONCRETE THRUST BLOCKS DRA .. ING W-17 NU!IBER SEE SDW-100 ' i . "AS BUil T" ' I ! RC£ EXP. OATI: I RE\.1EWED BY: ' /1\ OAT£ INl17AL INSPECTOR DATE ENGINEER or V.OR:I< REVISION DESCRIPTION ! OATI: IN Ir, ,AJ., OTHER APPR0V!,!_ • ---.SIDEWALK --METER BOX Wn..tETER CURB--- l 12"WNIMUM .;•,. J \~"'-' 10' MINIMUM TO POTABLE MAINLINE IN STJ·m:i~~,.__-~ RECUIIMED WATEFURRIGlmON MAINLINE WISLEEVE --' NOTE: VERTICLE CL~E OF 12· MINIMUM IS MANDATORY WHEN CRQSS""1 PATH OF A,POTABLE WATER UNI=. INSTALLAOON OF RECLMJED WA7cR ll:IRIGATUV MAIM.JNE 24" FROM FACE: OF SIDEWALK Will PROVIDE: THE NECE:$SARY 10· HORIZONTAL CLEARANCE FROM POT/ISLE IJAIM.JNE IN THESTREE'T. . . .•. .POTABLE.SER.VICE l!fNE CR0SSING STREETSURFACE--~ POTABLE MAINLINE 3 5 F.E,:::T (SEE IMPROVEMENT ORAWINGSJ7 • . - It.. • ., I.. . l ,q 12· MINIMUM REQUIRED VERTICAL SEPARA TIONI_ 15-•-•---SLEEVE RECLAIMED WATE;R IRRIGATION MAINLINE'§ . NOTE: ALL RECI.AIMEDWATcR IRRIGAf/ON PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIF/1:0 IN: -sTANDARD SPECIF"ICATTONS !CQR PRIVAT= IRR/G/ITION SYSTEMS" 'CARLSBAD RECLAMATION RULES AND REGUr.ATTONS FOR, . CCNSTFIUCT70fll OF RECLA/MEO WATER .MAINS" OCTOBER 1993 l ·POTABLE MAINLINE CROSSING -~·'------~--------•-·.J L[] CITY OF CARLSBAD j s;~Ts j I PLANNING DEPARTMENT IRRIGATION DETAILS & LEGEND FOR: i ' CARLSBAD TRACT NO. CT 85-1 5 PARK VIEW WEST APPROVED /45!tY--7-f-~ I ASSISTANT P~"NN! G DIRE<; I OR DATE I -OWN BY: PROJECT NO. II DRAll1NG NO.I DATE 1NIT1 i'L CHKD BY, CITY APPROVAL RVWD BY, CT-85-15 :; 2695-L -;. ..... i1i I & -;. & ~ l,.j '.1:i 'i ,,. C, 'i o:; " " C, --________________________________________________________________ ...JG~ CMWD 930301 SECTION 02900 -LANDSCAPE WORK PART 1 -GENERAL l .1. l. 2 f.2. J. 1.2.1.1. I .2.1.2. 1.2.1.3. I .2.1.4. 1.2.1.5. 1.2.1.6. 1.2.1.7. 1.2.1.8. I .2.1.9. l .2.2 f.2.3. J.1, 1.1.2. 1.3.2.1. 1.3.2.2. 1.3.2.3. 1.3.2.4. 1.3.2.5. 1.3.2.6. 1 .4. RELATED DOCUMENTS Drnwings nnd gencroJ provisions of Contract. including General and Supplementary Conditions and Division Specification Sections, apply to this Section. SUMMARY This Section jnc!ndes provisions for the following items: Trees. Shrubs. Plants. Groundcover. Hydroseeding. Lawns. Soil amendments. Finish Grading. Maintenance Period. ReJnted Sections: The followi~g sections contain requirements that relate to this Section. Underr:round sprinkler system is specified in Division 2 Section, "Underground Irrigation System." QUALITY ASSURANCE Subcontract landscape work to a single firm specializing in landscape work. The contractor shall possess all licenses and permits required to perform the work including a C-27 landscaping license. Sonrce OnnHty Control: General: Ship landscape materials with certificates of inspection required by governing authorities. Comply with regulations applicable to landscape materials. Do not make suhstitutions. lf specified landscape material is not obtainable, submit proof of non- availability to Landscape Architect, together with proposal for use of equivalent material. Analysis and Standards: Package standard products with manufacturer"s certified analysis. For other materials, provide analysis by recognized laboratory made in accordance with methods established by the Association of Official Agriculture Chemists, wherever applicable. Trees. Shrubs, and Plants: Provide trees, shrubs, and plants of quantity, size, genus, species, and variety shown and scheduled for landscape work and complying with recommendations and requirements of ANSI 260.1 "American Standard for Nursery Stock". Provide healthy, vigorous stock. grown in recognized nursery in accordance with good horticultural practice and free of disease. insects, eggs, larvae, and defects such as knots. sun-scald, injuries, abrasions. or disfigurement. Where formal arrangements or coMecutive order of trees or shrubs are shown, select stock for uniform height and spread, and label with number to assure symmetry in planting. Selection: The Landscape Architect may check trees and shrubs either at place of growth or nt site before planting, for compliance with requirements for genus, species, variety, size. and quality. The contractor shall submit photographs to Landscape Architect of typical trees (15 gal. and larger container sizes) for landscape work. Landscape Architect retains right to further check trees and shruhs for size and condition of balls and root systems, insects, injuries and latent defects, and to reject unsatisfactory or defective material at any time during progress of work. Remove rejected trees or shruhs immediately from project site. SUBM!TTALS .Ll...:.4:r.,-..11~•--'G.,,"'e,..n.,.eLJrasul: Submit the following in accordance with Conditions of Contract and Division I Specificat_ion Sections. 1.4.2. 1.4.2.1. 1.4.2.2. Plant nnd Mnteriol Certifications: Certificates of inspection as required by governmental nt1thorities. Manufacturer's or vendor"s certified analysis for soil amendments and fertilizer materials. 1.4.2.3. 1.4.2.4. !.5. ).5.4. Label dnta st1hstantinting thnt plants, trees, shrubs nnd planting materials comply with specified requirements. Seed vendor's certified statement for each seed mixtures required, stating botanical and common name, percentages by weight, and percentages of purity, germination, and weed seed for each seed species. DELIYERY. STORAGE AND HANDLING Pnckni:ed Materinls: Deliver packaged materials in containers showing weight, analysis, and name of manufacturer. Protect materials from deterioration during delivery, nnd while stored at site. Trees nnd Shrnbs: Do not prune prior to delivery unless otherwise approved by Landscape Architect. Do not bend or bind-tie trees or shrubs in such manner ns lo damage bark, hrenk branches, or destroy natural shape. Provide protective covering during delivery. Do not remove container .. grown :i:tock from containers until planting time. .,_J~.5 ... ,..,2~, _ _.S,_,o"'d.._: Time delivery so that sod will be placed within 24 hours after stripping. Protect sod against drying and breaking of rolled strips. l 6, JOB CONDITIONS .,_J ..,.6,..,.J.J~-_ _,U-1..tuiJ.Jlil.!.t,.,ie'-"-s.: Determine location of underground utilities and J ,6.2. ).7 ).7.), ).7 2 1.8, LR.I, 1.s.2. ) .8.1, 1.R.4 1 .8.5. perform work in a manner which will avoid possible damage. Hand excavate, ns required. Maintain grade stakes set hy others until removal is mutually agreed upon by parties concerned. Excnvn1jon: When conditions detrimental 10 plnnt growth are encountered. such as rubble fill, adverse drainage conditions, or obstructions, notify Landscape Architect before planting. SEQUENCING AND SCHEDULING Planting Time: Proceed with, and complete landscape work as rapidly as portions of site become nvailnhlc, and shall be performed during those periods when weather and soil conditions are suitable in accordance with locally accepted horticultural practice. Coorcljnation with Grounclcovers and Lnwns: Plant trees and shrubs after final grades are estnhlished and prior to planting of groundcovers and lawns, unless otherwise acceptable by Landscape Architect. If planting of trees and shrubs occurs after groundcover and lawn work, protect groundcover and lawn nreas and promptly repair damage to groundcovers and lawns resulting from planting operations. SPECIAL PROJECT \VARRANTY Warranty )owns and grnundcovers through specified maintenance period, and until final acceptance. Warranty shrnhs for a period of 90 days after date of final acceptance. Warrnnty trees, for a period of one year after date of substantial completion. against defects including death and for period of 90 days after date of unsatisfactory growth, except for defects resulting from neglect by Owner. abuse or damage hy others, or unusual phenomena or incidents which are beyond Landscape Installer"s control. Remove nnd· rer)ncc trees, shruhs. or other plants found 10 be dead or in unhealthy condition during warranty period. Make replacements within 14 calendar days. Replace trees and shrubs which are in doubtful condition nl end of warranty period; unless, in .opinion of Landscape Architect, ii is advisable to extend · warranty period for a full growing season. Another wnrrnnty site observation visit will he conducted at end of extended warranty period, if any, to determine acceptance or rejection. Replacement shall he the plants used for snme kind and size as specified for landscape work. Replacements shall be furnished, and planted ns originnlly specified. DR.AWN ·. APPROVED APPROVED FOR PLANTING AND IRRIGATION ONLY, ' INCLUD_ING PRECISE· :: 1,io UNIYU!.lfV ClNTU LAN[ SU!Tl 580 SA.N DUGO CAllfO ■NIA 91121 )OD'NO. ' LOCA !ION OF PLANTING AREAS. PART 2 -PRODUCTS 2. J. 2.2.1. son, AMENDMENTS Bark Mulch: Bark mulch free from deleterious materiah and suitable for top dressing consisting of clean, graded pen size (1/4" -1/2") fir or 'Pine Bark Chips". 2. l 2. Commerci;il Fertilizer: Complete fertilizer of neutral character, with some elements derived from organic sources and containing the following percentages ·of available plant nutrients: 2.1.2.1. Post-plant Fertilizer: Provide fertilizer with percentage of nitrogen required to provide not less than 16 pounds of actual nitrogen, 6 percent phosphoric acid and 8 percent potassium. Provide nitrogen in a form that will be available during initial period of growth; at least 50 percent of nitrogen to be organic form. 2.1.2.3. Plant Tablets, agriform (20-10-5-) blue chip tablets 21 gram. 2.1.3. Iron Sulphate. iron shall b<i: expressed ris metallic-derived from sulfate-deep green (FeSO4•H2O) a minimum analysis of 200% and 98.3% retained on a IO mesh screen. 2.1.4. Gypsum. agricultural grade gypsum shall be a (CaSO4•H2O) .Calcium sulfate 94.3%. 90% shall pass n 50 mesh screen. 2.1.5. Organic Soil Conditioner. shall be a product that aids the structure of the soil consisting of rapidly decaying slowly ' 2.1.5.1. 2.1.5.2. 2.1.5.3. 2.1.6. 2. 1.6. I. 2.1.6.2. decaying, and non-decaying material. Nitrogen (organic or ammonic) 0.5%, pH less than 6.8 salinity (ECe x J03 at 25° C) = 2.5, ash content not to exceed I 0%. lron (Pe) expressed as metallic 0.08% organic matter 35%. Properties: screen analysis: Mesh+ 0.2% Mesh + 36.6% 8 Mesh + 25.7% 12 Mesh + 30.7% 32 Mesh+ 5% Remainder 0.9% The commercial grade product llsed shall be Wil Gro Life, Loamex, or Forest Humus or approved equal" by Landscape Architect. Planting Backfill, shall be a thoroughly blended mixture of excavated soil from the pits and soil amendments per the soi ls test: Soil Conditioner 50% On Site Soil 50% •• . CONTRACTOR SHALL \.)SE 71-it; ft,J30VFE QVANTrTIE'S f'OR l!IID. ACTUAL AMEND/>-\ENl"S SHALL.SE. 8PSED ON SOit.. TE:Sr. . .. 2.,. PLANT MATERIALS ..,2~,:l"-'·'-'1~,_...,O"-"'u"a.wli..1.t,_y: Provide trees, shrubs, and other plants of size, genus. species. and variety shown and scheduled for landscape work and complying with recommendations and 2.3.2. requirements of ANSI 260.1 "American Standard for Nursery Stock." Container stock (J gal.. 5 ~ol. 1 5 gal.. hoxes) sho)J have ~rown in container for at least six months, but not over two years. No container plants that have cracked or broken balls of earth, when taken from the container, shall be planted, expect upon special approval. No trees with damaged roots or broken balls shall be planted. ,.2~,3,..,.,,~, _..,T'-'r-'e"e"'-s.: Provide trees of height and width scheduled or shown and with branching configuration recommended by ANSI 260.1 for type and species reqt1ired. unless otherwise specified quantities shall be furnished as needed 10 complete work shown on drawings. Provide single stem trees except where special forms are shown or listed. ,.2~.3,., • .:,4~. _..,_S!.!h.wr_.u,_,h,.,_s: Provi(le shrubs of the height and width shown or listed required qy ANSI 260. t for type and heigh I of shrub required. 2.4 GROUNDCOVER MATERIALS ,.2,=,4c.,.LI ~-_,,s.,..e,._e-.,_d: Provide fresh, clean. new-crop seed complying with tolerance for purity and germination established by Official Seed Analysts of North America. Provide seed mixture ;~ composed of seed species, proportions and minimum percentages of purity, germination, and maximum percentage of weed seed. as specified. 2.4. 1.1. "Schedule of Seed Mixtures" as indicated on plans. _2",4"".,..2~._..,S,coscdsc: Provide strongly rooted sod, not less than 2 years old, free of weeds and undesirable native grasses, and machine Cllt to pad thickness of 3/4 inch (plus or minus 1/4 inch), exclllding top growth and thatch. Provide only sod capable of vigorous growth and development when planted (viable, not dormant). 2.4.2.1. Provide sod of uniform pad sizes with maximum 5 percent deviation in either length or width. Broken pads or pads with uneven ends will not be acceptable. Sod pads incapable of supporting their own weight when suspended vertically with a firm grasp on upper 10 percent of pad will be rejected. 2.4.2.2. Provide sod typed as indicated on plans: 2.5. GROUNOCOVER 2. 5. I. Provide plnnts estahljshed and well rooted in Oal removable containers, or integral peat pots and with not less than m,nimllm number and length of runners required by ANSI 260. 1 for the pot size shown or listed. 2.6. HYPROSEED COMPONENTS AND ADDITIVES 2.6. I. Materials: All materials shall be standard. approved, first grade quality and in prime condition when installed. All commercial process or packaging material shall be delivered to the site in the original unopened containers bearing the manufacturer's guaranteed analysis. 2.6 2. Binder -Az-toc or equnl. 2.6.1. Cellulose fiher mulch -\Veyerhat1ser "Silvn-Fiher" or equal. 2,6.4. Seed Mix -As indicated on drawinns. 2.6 s. Fertilizer -As jndjca1ed on drawjnns. 2. 7. MISCELLANEOUS LANDSCAPE MATERIALS 2.7. l. Wood Headers and Edging: Of sizes shown and following wood species: 2. 7 .1.1. All Heart Redwood. 2.7.1.2. Provide wood stakes of the same species. 2" by 2" by 24" long with galvanized nails for anchoring headers and edging. 2.7.2. Staking Material: Stakes shall be of lodgepole pine. 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 (I 0) feet in length. Tree ties shall V.I.T. cinch-tie or approved equal. PART 3 -EXECUTION 3. I. 1, I I • 3.1.2 ~ PREPARATION -GENERAL L;w Qllt plnntinn nrens shall mean nil areas to be planted with trees, shrubs, groundcovers and areas for multiple plantings. Stake locations and outline areas and secure Landscape Architect's acceptance before start of planting work. Make minor adjustments as may be required. All rock and other growth or debris accumulated during the duration of the project shall be removed from the site. Upon completion of all grading operations, soil samples (3 locations min.) shall be taken by the contractor and analyzed by a soil laboratory. The results of these tests are to be reviewed by the Landscape Architect for any required modifications to specified soil preparation. t--,-1------l--l--l--l--l. L!TI CITY OF CARLSBAD PLANNING DEPARTMENT ~I "AS BUil T" RCE __ _ EXP. ___ _ DATE REv1EWED BY: OA TE INITIAL OA TE INITIAL INSPECTOR DATE ENGINEER OF 'M'.)RK REVISION DESCRIPTION 01\iER APPROVAL DA "ft INITIAL CITY APPROVAL PLANTING SPECIFICATIONS FOR: i i CARLSBAD TRACT NO. CT 85-15 PARK VIEW WFC:T APPROV£D &f'vJL ASSISTANT PLANNING DIRE~10R D'M< BY: CHKD BY: __ _ RVVvD BY: PROJECT NO. CT 85-15 ?-(-'It 1· DATE ___ f ! DRAW1/oJG ~-:·, '· 2695-L j "' . ,!,. ~ :a:: 'j ~ "' -.. --1, ·~ -(), - -1, ... ~ I & '. .... \ ,~ I'.~ ,.., C, ~ S C.~iLF. · . . Qj "< JAX 619•151•"11 C) c::i '---------------------------------------....,;~.;;..;..;...,;..;..;,..;..;.;;..;.. ______________________________________________________________________________ ...:.===============:.JJ~ CMWD 93-301 I I -0- ~ = = ,,,c::;::::h,, -~ L------- ~ ~ ~ ~ ~ ' ,---------------------------------------------------------------------------------------------------------------------------------------------------------------------·~y The Schedule of soil amendll)ents and backfill are for bidding purposes only. The Contractor shall take sml sampl~s from a mimmum. of three locations .on .site and ha\'e ooil testi; performed at a soil lalxiratory approved m advance by the City. The test shall md1cate but nol be limited to the following: 3.1.3. 1, 1.4. 3. 1,5. 1 ) 6 3. I. 7. J.2. 3.2 I, J.2.2. 1.2.1. J.2,4. 1.2.~. J,2,6. 1,2.7. 1,2.R. 1.1. 3.3. J. 3.3.1.1. 3.3.1.2. 3.3. I .3. Grndinc and soi) preparation work shall he performed only during the period when beneficial and optimum results may he 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 he suspended until the moisture content is increased or reduced to acceptahle levels and the desired results are likely to be obtained. All scaled. dimensions are approxjmnte. Before proceeding with any work, carefully check and verify all dimensions and immediately inform the Landscape Architect of any discrepancy hetween the drawings and/or specifications and actual conditions. Quantities [or p)nnt materiols nre shown for convenience only, and not guaranteed .. Check and verify count and supply sufficient number to fulfill intent of drawings. Certify any clarifications with the Landscape Architect. Adequately slake·, barricade, and protect all irrigation equipment, manholes. utility lines, and other existing property during all phases of lhe soil amending planting and grading operations. Upon delivery of material nnd/or completion of oil soi! condi1iooioe and grading bur prior to initiating planting operations, the Landscape Architect with the heretofore specified signed copies of required certificates, trip slips, and invoices for soil preparation materials, shall invoice such material, comparing the total quantities of each material furnished against the total aren lo each operation. If the minimum rates of application have not been met, the Landscape Architect will require the distrilrnlion of additional quantities of these materials to fulfill the minimum application requirements specified at no cost to owner. Landscape contractor shall apply a contact herbicide, where weeds arc present, per manufacturer's specifications a minimum of ten (10) days prior to commencement of any planting or irrigation work. Weeds shall be allowed to completely die back, including the roots before proceeding with work. ,.<..Pfl,JC,1>-,1q'-~ ~ l,IC-l:;ft~P Bf 11+!:, cr.l>lf~ Of Ct>,l,,!Ft?~IA, FINISH GRADING Finish Grn<lioi:: Finish grades shall. be as indicated on the civil engineer's drawings and landscape drawings. Finish erndes shn)) he measured ns 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 drawing. Molding nnd rounding of Jbc erodes shall he provided at all changes in slope. All undulntions nnd irreiu)nrities in the plootiac surfnces resulting from tillage. rototilling and all other operations shall be leveled and floated out before planting operations are initiated. The Contractor shn)I 1nke every precnution to protect and avoid damage lo sprinkler heads, irrigation lines, and other underground utilities during his grading and conditioning operations. Finn) finish 1rndes sboll insure positive drninoge of the site with all surface drainage away from buildings, walls, and toward roadways, drains and catch basins. Finni grades shn)) he acceptnb)e to the Landscape Architect before planting operations will be allowed lo begin. Planting surfaces sha)) he eroded wjth no Jess than 2 percent surface slope for positive drainage unless otherwise noted on plans. PREPARATION FOR PLANTING AREAS Soi! Condjtjonine & Fertilizin2: After the planting areas have been graded. apply soil amendments and initial feriilizers as specified to all areas which have a slope of less than 10%, Remove high areas and fill in depressions. Till to a depth of not less than 6 inches. Till soil to a homogeneous mixture of fine texture, free of lumps, clods. stones, roots and other extraneous matter. Prior to preparation of unchanged areas, remove existing grass, vegetation and turf. Dispose of such material outside of Owner's property. Allow for sod thickness in areas to be sodded. Apply specified soil amendment and commercial fertilizer at rates specified and thoroughly mix into upper 6 inches of planting areas. Delay application of fertilizer if lawn planting will not follow within a few days. 3.3.1.1.1. "Schedule of planting soil mixture: 3.3.1.3.1.1. 3.3.1.3.1.2. 3.3.1.3.1.3. · 3.3.1.3.1.4. Soil Conditioner: 3 cu. yd. per 1,000 s~. ft. Iron Sulphate: l.'S lbs per 1,000 sq. ft. Gypsum: I 00 lbs per t ,000 sq. ft. Pre-Plant Fertilizer: 25 lbs per 1,000 sq. ft. 3.3.1.4. 3.4. 1.4.1 3,4,2. 3.4.J. 3.5. 3.5.1.1. 3.5.1.2. 3.5.1.3. 3 .6. 3.6. 1. 3,6.2. J.6.3. 3 6 4 $.&.1.1. 3.6.4.2 3.6.4.':!,. 3.6.4,4. 3.6.4.S, 3.6 5 3.6,6. 3,6.7. 3,6.8. 3.6.9. a. orgamc matter content b. N. P, K c.pH d. EC e. soil texture (silt, day, sand) f. recommendations for amendments, leaching, and maintenance fertilizations. The results and recommendations. of the soil testing laboratory shall be submitted lo and approved by the City. The approved recomm~pdattons for amendments and backfill shall be incorporated into the landscape plans pnor to the start of constr11ct1011 and shall btx:ome part of the approved plans. Products specified by product name by the soil lab m the recommendatmns may be substituted with "or equal" products approved by the City. DEEP W ATERTNG: A fler complete insta11ntion nnd testing of the Irrigation system, and preparation of planting areas, all planting areas shat! be deep watered and compacted and settled by continuous application of irrigation water until the soil is moist lo a minimum depth of 8". Care shnl) he tnken thot the rnre of application of wnter does not cause erosion or sluffing of soils. All depressions. voids erosion scnrs and settled trenches generated by the deep watering shall be filled with conditioned topsoil and brought to finish grade. EXCA V AITON FOR TREES ANP SHRUBS Container crown stock in cans shall be removed from an without damaging roots. Stock grown in hoxes shall have bottoms removed. All used containers shall be removed to the storage areas or from the site. Each tree and shrub shall be placed in the center of the hole and shall be set plumb, remove sides of boxes where required. and held rigidly in position until the planting backfill has been tamped from around each root ball. For container grown stock, excavate as specified for size of container width and depth. Dispose of excess subsoil removed from planting excavations. Fill excavations for trees and shrubs with water and allow water to percolate out prior to planting. PLANTING TREES AND SHRUBS Set container £rown stock ns specified per planting details. Plants shall not be plnced wirbin twelve ( 12") inches of sprinkler heads. All plants shall he set at such a level that after settling, they bear the same relationship to the surrounding finish grade as they bore to the soil line grade in the container. Planting tah)ers shall he placed in each planting hole at the following rate: ,_,-GRAM TABLET P~ FLJi1 :,JZe f'LA1'1i' 1-21 gram tahle, pe,' t g'allon cdintainer. 3-21 gram tahlets per 5 gallon container. 5-21 gram tahlers per I 5 gallon container. 1-21 gram tahlet per ~ach 3 inch of box size. No plant will be nccepted if the rnotbnl) is hroken or cracked, either before. during or after the process of installation. Water Bnsjn shat! be formed around each tree and shrub per detail. All plants shall he thoroughly watered into the full depth of each plant hole immediately after planting. Prune. thin out. nnd shape trees and shruhs in accordance with standard horticultural practice. Prune trees to retain required height and spread. Unless otherwise directed hy Landscape Architect, do not cut tree leaders, and remove only injured or dead branches from flowering trees, if any. Prune trees and shrubs to retain natural character. Remove nnd replace excessively pruned or misformed stock resulling from improper pruning. Stnke trees immediately after planting. as indicated. Remove nurery stakes and lies from all container stock. All trees, 24" box and smaller shall be double staked as indicated on drawings. 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 rootball. Tree ties shall be fastened per detail. GlllESPIE DESIGN GROUP IHC. LANl>SCAPE ARCHITECTURE HID UNIVUSl1V CtNTU LANE SUIT[ no SAN DIEGO CALIFORNIA U IU DRAWN . APPROVED /OB·NO. ' DATE. • .. . APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE -1. ■ h ·.• . LOCATION OF PLANTING .. AREAS.· . •, 3.7, 1,7. 1. 1.7.2. 3.7,3. 3.7.4. 3.7.4.1. 3. 7.4.2. 3.7.4.3. 3.7.4.4. 3.7.4.5. 1.7.~. 1.7.6. 3,7.7. 3,7.8 ' RCE HYDROSEEDING Inspection of Conditions; Before proceeding with any work. the hydroseeding landscape contractor shall carefully check planting area conditions and shall immediately inform the Landscape Architect of any discrepancies between the drawings and actual conditions. No work shall be done on any area where there are such discrepancies or where conditions are unsuitnble for successful plant material establishment until approval has been given by the Landscape Architect. Ounlity or Work: The hydroseeding work shall be performed by a competently trained individual or hydroseeding company in accordance with the best standards and practices related to the trade. Soi] Preparation; Water all planting nreas thoroughly and continuously for three (3) consecutive days to saturate upper layers of soil prior to hydroseeding operation. Allow planting area soil surface to dry out for one day only prior to the hydroseeding application. Care must be taken to not allow the soil surface to he super saturated with wnter prior to the hydroseeding installation at the same time the soil surface should not be bone dry. There should be some residual moisture within the first I /4 inch of soil surface. Bci:in the hvdroseeding operation on nJl areas as specified herein. Hydromulching Application and Planting Schedule: The hydromulching shall be applied in the form of a flurry consisting of organic soil amendments, commercial fertilizer, and other chemicals called for. When hydraulically sprayed onto the soil, the mulch shall not form a blotter like material. The spray operation must be so directed that the slurry spray will also penetrate the soil surface as to drill and mix the slurry components into the soil, thus ensuring mnximum impregnation and coverage. Preparation of Hydroseeding Mixture: The slurry shall be prepared at the site and its components shall be mixed to supply the rates of application as per specifications. Equipment shall be thoroughly cleaned and free of all seed species that are not specified. Slurry preparation shall begin by adding water to the link when the engine is at one-half throttle. When the water level hns reached the height of the agitator shaf'lr and good recirculation has been established. the fertilizers shall be added to the mixture (the tank shall be at lenst 1/3 filled with water at this time). The engine throttle shall be open to full speed when the tank is 1/2 filled with water. All organic amendments, fiber. and chemicals shall then be added hy the time the tank is 2-1/3 to 3/4 full. At this rime the seedmix shall also be added. Spraying shall commence immediately when the tank is full and the slurry is mixed. Application; The operator shall spray the area with a uniform visible coat using the dark color of the cellulose fiber or organic amendment as a visual guide. The slurry shall be applied in a downward drilling motion via a fan stream nozzle. Time. Li mil; The hydromulching slurry components are not to be left in the hydromulch machine for more than two hours. If slurry components are left for more than two hours in the machine, the Contractor shall add 50% more of the originally specified seedmix to any slurry mix which has not been applied within the two hours after mixing. The Contractor shall add 75% more of the original seedmix to any slurry mixture which has not been applied eight hours after m1x1ng. Any mixture not applied after eight hours shall be rejected and disposed or off-site at Contractor's expense. Protection: Special care is to be exercised by the Contractor to prevent any of the slurry from being sprayed onto any adjacent property, etc. Any slurry sprayed onto these areas shall be cleaned off al the Contractor's expense. Hydromt1!chin~ Schedule: As an added· precaution, the hydroseeded area shall be presoaked with water by the irrigation system to a depth of three (3) inches 48 hours prior to the hydroseeded installation. "AS BUil T" EXP. DATE REVIEWED BY: I,\ DATE INITIAL INSPECTOR DATE ENGINEER Or WORK REVISION DESCRIPTION 3.7.9. Application Rates: Cellulose Fiber -2,250 lbs/acre M-Binder -150 lbs per acre Fertilizer -400 lbs. per acre Terrous sulfate or Iron chelate -2.8 gals/acre 3.7. 10. Hydroseeding Equipment: The specified components shall be mixed together in a hydroseeding machine described as follows: 3.7.10.1. The hydromulching equipment shall meet the minimum requirements of a slurry distribution line large enough to prevent closing and continuous nonfluctuating discharge of at least 25 psi at the end of the spray nozzle. The slurry tank shall have a minimum capacity of 2000 gallons and shall be mounted on a traveling unit either self-propelled or drawn by a separate uni!. 3.7.10.2. The equipment shall have a built-in agitation system under operating capacity sufficient to agitate. suspend and homogeneously mix a slurry containing not Jess than 20 kilos (44 lbs.) of organic mulching amendment plus fertilizer chemical additives and solids for each I 00 gallons of water. 1.8. SODD!NGNE\VLA\VNS 1.R. J Lay sod within 24 hours from time of stripping. Do not plant dormant sod or if ground is frozen. 3.8.2. Lay sod to form n solid moss with tightly fitted joints. Butt ends and sides of sod strips; do not overlap. Stagger strips to offset joints in ndjacent courses. \Vork from boards to avoid damage to subgrade or sod. Tamp or roll lightly to ensure contact with subgrade. \Vork sand into minor cracks between pieces of sod; remove excess to avoid smothering of adjacent grass. J.S.1. Wnter sod thoroughly with a fine spray immediately after planting. 1, 9. PLA1\'TING GROUND COVER 3, 9, I, Space ground cover plants as indicated or scheduled. Shrubs shown in plant areas shall be under planted with goundcover shown by adjacent symbol, to within 12" of main plant stem. 1.9,2, Dig holes large enough 10 allow for spreading of roots and backfill with planting soil. \Vork soil around roots to eliminate air pockets and leave a slight saucer indentation around plants lo hold water. Water thoroughly after planting. taking care not lo cover crowns of plaots with wet soils. '.1,9.1 Bark Mulch. Provide not less than following thickness of bark mulch in planting areas specified. 1. 9 4. Provide 1 inch thickness of hark mu]ch. 3. I 0. MTSCELLANEOlJS LANDSCAPE \VORK 1, I 0.1. [nstal) wood headers nnd edgings where indicated. Anchor with wood stakes spaced not more than 3 feet o.c., and driven at least 1 inch below top elevation of header or edging. Use 2 gnlvnnized nails per stake to fasten headers and edging, and clinch point of each nail. 3. I I. POST FERTILIZATION 3. 11, I At 10 days after planting. ammonium sulfate shall be applied to lawn areas at the rate of 5 lbs. per 1,000 square feet. 3. J I, 2 Post Fertilization for all areas ( 16-6-8) shall occur 60 days after planting, and prior to the end of the maintenance period. at a rate of 6 lbs. per 1,000 sq. ft. w ~ CITY OF CARLSBAD I S~ETS I PLANNING DEPARTMENT PLANTING SPECIFICATIONS FOR: CARLSBAD TRACT NO. CT 85-1 5 PARK VIEW JNf/ST APPRO~ ~fl l.f-~ ASSLSTANT PLANNING DIRE· • OR DAi'E 01',N BY: I PROJECT NO. I DRA'MNG NO. DATE INITIAL DATE INITIAL CHKD BY: CT 8~-15 2695-L O'lliER APPROVAL CITY APPROVAL RV'M) BY: .... (1 . c.i, ,-1: i ,._ . ::i: "" I & ... &: 8 ~ ~~ c,I ,; "' C, C, fAJC 6l9•5'9•9181 I 1 r_ __________ ..;_ ______________________________________________________________________________________________________________________________________ _j(.>I() i. ii -------- CMWD 93-301 . • ,------------------------------------------------------------------------------------~-~ 1 .12. MAINTENANCE PERIOD 1.12.1 The Maintenance Period hegios on the first day after nil landscape and irrigation work and all other indicated or specified work on this project is complete, checked, accepted and written approval from the Landscape Architect is given to begin the Maintenance Period. 1.12.2. The Contrnctor shnll continuously mnjntnin all involved areas of the Conlrnct during the progress of the work and during the Maintenance Period until the Final Acceptance of the work. 1.12.1. Regular planting mnjntenancc opcrntjons shnl] begin immediately afler each plant or lawn is planted. Plants and lawns shall he kept in a healthy, growing condition and in a visually pleasing appearance hy watering, pruning, mowing, rolling, trimming, edging, fertilizing, restaking, pest and disease controlling, spraying, weeding, cleaning-up and any other necessary operation. 3.12 4 The mnintennncc period shall continue until final acceptance, hut in no case, less than following period: 3.12.4.1. 60 days after substantial completion of planting. 3. J 2.~. The Contract completion date of the Contract Maintenance Period will be extended, when in the opinion of the Landscape 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 no change in Contract price until all of the work is completed and acceptable. 3. I 2.11, Ibe Contrnctor sbolJ be responsible for mnintninini: adequate protection of the areas. Damaged areas shall be repaired immediately at the Contractor"s expense. 3, f 2.7. Mnintajn trees, shrubs, and other pfnnts by pruning, cultivating, and weeding as required for heallhy growth. Restore planting water basins. Tighten and repair stake and guy supports and reset trees and shrubs 10 proper grades or vertical position as required. Sr,ray as required to keep trees and shrubs free of insects and disease. 3, 12.8. Mnintnjn fnwns for not less than the period stated he low, and longer as required to establish an acceptable lawn. 1, I 2.9, Mnintnjn lnwns by watering, fertilizing, weeding, mowing, trimming, and other operations such as rolling, regrading and replanting as required to establish a smooth, acceptable lawn, free of eroded or bare areas. 1. l 1 1.11. 1, 1,11.2, 3. l 4. CLEANUP AND PROTECTION Purine tnndscnpc work, keep pavements clean and work area in an orderly condition. Protect lnndscnoc work and mnteriah from damage due to landscape operations, operations by other contractors and trades, and trespassers. Maintain protection during installation nnd maintennnce periods. Treat, repair, or replace damaged landscape work as directed. SITE QllSERV AITON Y15JTS; •·· -NOTES: I. 2. 3. NO PLANT MA TERIALWITH A MATURJ'; HEIGHT OF.GREATER THAJ'! 30" SHALL BE PLANTED WITHIN THE SIGHT 01STANCE; AREAS' AT STREET CORNRRS, WlTIIIN THE TRIANGULAR ZONE ORA WN FROM (2) POINTS 25' OUTWARD FROM THE BEGINNING OF CORVES AND END OF CURVES. LOCATE STREET TREES: • A. A MINIMUM .QF 3" OUTSIDE THE PUBLIC RIGHT OF WAY. B. A MINIMUM OF 5' FROM PA VINO. C. A MINIMUM OFT FROM ANY SEWER LINE. D. NOT IN CONFLICT WITH PUBLIC U'l'ILIT!ES. E. NOT BE ALLOWED ON STREET CORNERS WITHIN A TRIANGULAR ZONE DRAWN FROM TWO POINTS, 25" FROM THE BEGINNING OF CURVES AND END OF CURVES OR WITHIN SIGHT UNES. PLANT STREET TREES 2" OUTSIDE RIGHT-OF-WAY. 1,14,1. the Cll'( 1~4 4JP jlll:!. Site observation visits herein snecj[ied shall be made by Landscape Architect. The Contractor shall request site observation in 48 hours ndvance of the time observation is required. ~.14,2. 3.14.2.1. 3. 14.2.2. 3.14.2.3. 3.14.2.4. 3.14.2.5. 1. 14.2.6. 1.14.2.7. Site ohscryatjon wjU be required for the following parts of the work: Incorporation of ~oil conditioner nnd fertilizer into the soil. Upon completion of finish grading prior to planting. Approval of plant materials. When trees nnd shrubs are sr,otted in pince for planting, but before planting holes are excavated. When planting, and all other indicated or specified work, except the Maintenance Period, has been completed. Acceptance and written approval shall establish beginning of the Maintenance Period. Final site observation visit at the completion of the Maintenance Period. This site observation visit shaJI establish the beginning date for the warranty period of plant material. Upon completion of the warranty period. 3.14.3, Acceptnnce: Upon completion of the final site ohservation visit and the work of this section, the Contractor will be notified in writing (I) whether the work is acceptable; (2) of any requirements necessary for completion and acceptance. 3.14.4. Thi• Contractor or bis authorized represcntntjve shaJI be on the site al the time of each site observation visit by the Landscape Architect. GILLESPIE DESIGN GROUP INC. LANDSCAPE ARCHITECTURE l"G UNIVUSITY ClN'Tll LANI SUIT( 110 SAN DllGO C.AllfOINIA U 12 I • t ,.,, •• ,,11 ,,.. ,.,.,, ... , .. DR.AWN •. APPROVED SC~·LE• . · . • APPROVED FOR PLAN'fING AND IRRIGATION ONLY, ' • INCLUDING PRECISE· !_ . .. , . . - LOCATION OF PLANTING . .. AREAS.· . "AS BUil T" ·. RCE EXP. DATE ' ·. REVIEWED BY: 11\ DATI: INITIAL DATE INITIAL DATE INITIAL -REVISION DESCRIPTION INSPECTOR DATE ENGINEER or V.ORK Oll!ER APPROVAL CITY APPROVAL ---------------------·- L!TI L:rsl CITY OF CARLSBAD 4 PlANNINl'I DEPARTMENT ... PLANTING SPECIFICATIONS. FOR: CARLSBAD TRACT NO. CT 85-15 PARK VIEW ..WEST APPRO~/J H~-• f\NT PLANNING Dl•cL • u• " A .. ...., Dl'IN BY: PROJECT NO. DRAW1NG NO. CHKD BY: CT-85-15 RVV.O BY: 2695-L CMWD 83-301 · ..., .!. ' .. ~ -s ~ >,; -'"' --+- Cb -0, - -+-... i I ~ -+- i 8 \!i ~~ c:i1 .; " c::, <:: I I (.> "' j\ I ~ °' .... ~ ti= -♦ z; 0 = = ,=, .,. l __.,,-•;" .A' 1-) 0 NOTE TO CONTRACTOR: SM Clvll Engineer's grading plan for wall footing and reinforcing where retaining ; -6'-0" not retolnlng 0 4" MIN, 12" I @I • • I ©. ____ ., ------ 24" £1-0MF ~ 0 MIN. 7'-0" TO DAYLIGHT AT SLOPE CONDITION 2 3 4 5 6 :SWMP V. 12" WIDE x 6" HIGH BLOCK CAP Wlo/I I S'FUGGO GOA+ GR0\\1~1 TO DRAIN '51..oPES #4 REBAR AT 16" O.C, -ALTERNATE BENDS SWJMP • S" WIDE'°BLOCK WALL Wtll,,I S:PICCO -GGA+-GROUT FILL CELLS WITH "REB_AR :FINISH GRADE (3) # 4 REBAR CONTINUOUS CONCRETE FOOTING NOT~: LOCATE PILASTERS AT PROF'ERTY LINES AND AT 40' O.C. MAX. PROVIDE COLD JOINTS AT EACH PILASTER ..---.. Stuooo sound wall and Hoster PLANTING NOTES; . 1. SEE SHEET :U,FOR PLANT LEGEND 2. SEE SHEETS i,-/4' FOR PLANTING SPECIFICATIONS. 3. SEE SHEET 'lOFOR PLANTING DETAILS. 4. CONTRACTOR SHALL INSTALL JUTE MESH (TYPE TO HE APPROVED BY THE CITY INSPECTOR) IN ALL AREAS WITH A SLOPE GRADIENT OF 6:1 OR GREATER IF PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. STAKE MESH TO SLOPES. INSTALL PER MANUFACTURER'S SPECIFICATIONS. 5. PER CITY STANDARDS, CONTRACTOR SHALL HYDROSEED ALL AREAS 6:1 OR STEEPER WITH THE FOLLOWING NURSE CRO.f' IN ADDITION TO THE GROUND COVER SPECIFIED ON THE PLANS: AL YSSUM 'CARPET OF SNOW' AL YSSUM 'ROYAL CARPET' IOIAL 3 LB. PER 1,000 S.F. 2 LB. PER 1,000 S.F. 5 LB. PER i ,000 S.F. THIS COVER CROP SHALL BE APPLIED AT A RATE AND IN A MANNER SUFFICIENT TO PROVIDE 90% COVER WITHIN 30 DAYS. 6. PLANT ALL TREES 3'-0" MINIMUM OUTSIDE STREET RIGHTS-OF-WAY. STREET TREES SHOWN IN FRONT YARDS SHALL BE PLANTED ON OPPOSITE SIDE OF THE LOT FROM THE DRIVEWAY. 7. THIS SITE CONTAINS HIGHLY EXPANSIVE AND ERODIBLE SOILS. AT ALL TIMES DURING CONSTRUCTION AND MAINTENANCE CONTRACTOR SHALL MONITOR SURFACE SOIL CONDITIONS TO PREVENT SOIL SATURATION OR DESICCATION. @ 2" ,._,_i-"----!-----r-'@ 5 I L-----11 I I I I I I I I ~~--'-.... -",I-----"-- ® I @):'9' 12" • I • I•\!_,/ ·-------.1 ____ _ .............. 'Z I, 30" ~ ,~ ,~ ,:--l ~ ~ 'nl I/ 0 / 2 s· 4 5 6 7 8 9 10 ;'l88 <;!? .. Wlfl I SHJGeo eo,,r GROWN TO DRAIN SLOPle° $1..Lll-jfj' 24" SQUARE X6" HIGH BLOCKW!flt 9!~CCO COAi $Ll)MP 20" SQUARE X4" HIGHVBLOCK- 9:rl:JGGO GOAT Su.,MP 16" SQUAP.[ GONGREIE BLOCKWl!+!- i+IICCO CO/H -GROUT FILL ALL CELLS WALL PER DETAIL #4 REBAR AT ALL CORNERS FINISH GRADE # 4 REBAR CONTINUOUS WITH WALL #4 REBAR RING CONCRETE FOOTING SECTION NOT TO SCALE ,' /// '-------_j ~ .¼ 1? ·' e "'-o~. , 10:) 2-;3:>i I ) 5UEET NO. /(p ~ I •-'-L- Ii ; {Jin\' .1~ '...i""!'!I~_ :?'r,, .!i(!ll"~tt;l~' "':=~~~ I , \ !1 r ~ ,{ffJ-\_e___ • ~ ! [~~ I .,....., ,, / .1..--fc;:;.. ll!-6:i,, _.fl __ y_ ! ' 'I; v· di~ • E SHEET 19 rOR /I ' }~~!._, ~- Pli9NTING IN LOT 144 {I' , '" ,, .J14 ' -r-? ', , /?. . . I ~-✓a,,)!.f'.i;R /. -~, -.:I'_., . • ' ,- --✓ DATE INITIAL ENGINEER OF WOR / i I KEY MAP NOT TO SCALE 270 - e,t---THIS SHEET '240- • . StJB DRAl."v I I I I -· -EXIST GROUND PER DWG NO. Z63-7,q g£CTION A·A NT-"3. MJ"n", $€Ii /..EFT R:J/f' PE,X-STR/AN Tlf"'AIL DETA/l PAYt.!Gh'T fltl Q!i()-/OP€ \ ~~-- \1-'J'\I \ -,~ I I I e, EXIST 5l0Pe Ff:::""R C/IY OF CARL6&1D a,ve NO ?5.3 -7A I 'EXISTING PLANTING TO REMAIN, ) CONTRACTOR SHALL REPLANT ANY BARE 1{------1 :::l;:::::lr---f AREAS PER CITY LANDSCAPE MANUAL. CONTRACTOR SHALL REMOVE ALL EXISTING PAMPAS GRASS. DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE Dl!SCRIPTION 1 -~sm. PRQNZE Dl:!,C w CONC, MON~-- U:>CATION1 Af'()U[ zoo· NORTH OF t3TA 2G!+ 9ei,72 12ANCH0 ~ ff' RD -12 S4fi4 -NEAR FENCE fASr G/[)f; CE R04D . Rl;CO'll FROM COUNTY P,fN(/./ /.£\/El ? I '-OM? ' ELE\/,1 {7G.IO__ OATUM1 _U.S." . ...1Ji-'3~. -- JQB NQ. DATE: SCALE: .:%3' L.t?:, INITIAL 0 40 120 "AS BUILT" RCE EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ENGINEER OF WDRK 95-8!2 10/9195 GLEN K. VAN PESKI DATE 1" = 40' R . ~ CITY OF CARLSBAD ·f SHEE:TSI ? PLANNING DEPARTMENT ·. 2o ' PLANTING PLAN FOR CARLSBAD TRACT NO. C!85~ OWN. BY,,------1 CHK0.19Y, ___ I ""0 JE CT NO. CT -85-15 DRAWING NO. 2695-L CITY APPROVAL FIELD IIK, CMWD 93-301 I, : ' GIJJ--'-"=~ ~ ~~1 , . ',., ; ;/ ·-, '' ·\.\ IKJCATE ALL PINUS TO!IREYANA 6' MINIMU · OLfrSIDE OF RIGHl'-OF,,._, '+➔"' , WAY \ IH~~~~-~ lN'tJ'tAI..L ~lfcHEFJXAl..1..1"=> IN, CLLl'oTela!.":> 01' ':,-IC> ':>HRUI=,".;,(;> I <a,A~., ' WHeRJ, .. '=>i-lO>iN 11-.l f'L.,t,.WTINGr AReA ~1WEe.N B;ictcOPSIOEWA-\..K. '1 />-1-ID \..AWDS<;A-PE. \,/JAL..\..· J, Rr:/1/\IWIWG\ ~IN& AREA ,o FStGEIVE-A \?-" LAY!':.R. oP EARK MUl..a4i. ::"Jr< '1) :: \ ' '• WALL TO BE IN ALLED ON PROPERTY LINE!/. OUTSIDt OF RIGHT-OF-WAY- I l ,/",.¾ , 7 ~! j i ' ,-----· ~-.,.-~;"~:-_: __ ,,,-~: ~ ~.✓- ";.-- ,· /'"""".:.. .. ?.»L "' ,#.ff"""" [·,.."' \,?'/1,,< ~j t\ L-- " ,: *• :, /Jv, \ f:~ / o~~- .~,. ; ,' P;#;" {_ I /G / ' ' ' r I EE SHEET 19 FOl'I ,j l J / ./ ' fti,,'1·.' ,..-"i~· // f ·•*••···-~ ,, '~".:~·-.· . I • ~(;ft~-.---.. I ! l ' rc/"V)f? ,;. 'C ' LJNK FEAt::£11 \\ DATE ' ~-/ ,,, , r· \ l INITIAL ENGINEER OF WOR ' ' ' EXISTING PLANTING TO REMAIN, )f---f CONTRACTOR SHALL REPLANT ANY BARE AREAS PER CITY LANDSCAPE MANUAL CONTRACTOR SHALL REMOVE ALL EXISTING PAMPAS GRASS. 0',f <" 8910 UNIVERS~CENTER LANE SUITE 580 §A.N DIEGO CALIFORNIA !>1112 619•558•8977 FAX '.6 ~ 9.,55'8,.9 j SI DATE KEY MAP NOT TO SCALE MlNJ M/5 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. IZD ,coo NOTE · RN/6/.! Gt:!ADING 70 aJNFORM TO TYPICAL LOT Gf<ADING DETAIL PER CITY' OF CARL€J84,l) DWG NO. GS· /5 BENCHMARK OESCRIPT!ON _27). /;,RONZE DIOC IN GO,.,IC, ,_,Mc.,CJ,l...,.. ___ _ 1..ocATI0N AMur 2.ar NOPD-1 OE srA 2rotf8e/ n RANCHc f;ANTA FE RD --R 0 454 -NEiAR FENCE E@T 6/CF CF PQ(l{) _ RECORD FROM COLJN['{ iaENCI-I { f;l(Fl J--0502 ELEV, l7G.fe, OAT UM _I,), s....e,.! __G;_~-- .... .;,, .. , •. •s; ,,.. ' .......... ,,,!!,> ' ~. \,. ~,., ... "AS BUILT" ' . 'ti,. ~-'; ~ ~!, "'" ff) , • .Ji ~ ' flCE ____ EXP. DATE ',,j ' -.;.....__ o,: ~ C-"'_-~-1 ,,,..~''ttn:t~ ,JOB NO. 95-85 \ DATE: 1019195 ll,CAt;ll;Y 1" = 40' INITIAL DATE INITIAL . " ·•· REVIEWED BY: INSPECTOR ENGINEER OF WORK GLEN K. VAN PESKI R.C, , NO. 41204 DATE DATE ~, CITY OF CARLSBAD 1·.1~.~-~-[[TSI ~. . .. PLANNING DEPARTMENT . PLANTING PLAN FOR CARLSBAD TR.OCT NO. CI 85-15 OWN IV•,----! CHKD SV. REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL FIELD &K--, ---I Pl!OJ[CT ,NO CT 85--15 DAAWlljG NO. 2695--L· CMWD 93--301 • LOC ALL PINUS TORFIE'fANA 6' MINIMUM. OUT$1f1F OF RIGHT-OF- ~~WAY ' I I ' I • WALL TO BE IN T LLED ON PROPERTY LIN OUTS! E PF GH .(JF-W Y I u I I \ cXl't3T R/W-··--1 .F 177.8 .. / -;F~ __ \l1<--____ __...----- 251-011 Las Coches Entry Monument \ RIGH -OF-WAY I I i i I I PE:P c,wc0 TW 180.5 PLAN 1" =20' I / FRO~','{ALL• C01'1.~~TIOl'l l"e:I'- / ~ 1'01"'-"TC.I'\ $OIMO W.0-li.L b~~\I., .GREYST.ONE ON HE PARK .. OF WAlL FG t17.S TW 178.5 12" HlGH PAINTED META LETTERING· FINAL DESIGN BY OWNE --t---ELM TION GRADE PER , DING PLANS NOT J0'"S6 ~ ·"---m'~G$-~J ~· ·•-4 ---~--.....-1 f:'V.C. 5/0I.. i,::./1/:r _,; WFIJ:l rcv111r NOTE: FINle?I Gl<AIYNG 70 CCWIZJRM 70 TVP!CAL lOT GRADING DETAIL PER CITY' CF CARLSE!JAD DWG NO. 05 · 16. .J 4. t-1 :t: -I •• --;>1r RIG OF WAY 1 8910 UNIVERSITY CENTlR LANE SUITE 580 SAN DllGO CALIFORNIA 92121 6 t 9•558•897 7 FAX 619•558•9t88 CALIFORN/,4 o:::oRDINATE--N440 CXXJ BENCH MARK DESCRIPTION: "T'D-f'IQVZl DltJC IN OONC. MOI<'. LOC,t,TION: AM/UT'. tao' ,'f(JlmJ (!' Qlill 141':,0.Tt lWICIIO !JANrA d "'WI· 11.e. 494 · '11'4P Fl/NC• ~lllr . S/Oif OF Qo,jD RECORDED FROM: ct}!JNTV t/!NCII LEVEL .J·O,OZ ELEV: TV£>?! 4 4 I.'. .••. r£.MP CH/QIN l INK FENCi:/ ----·e !O 'GATE PEA!! M· 'M· Iii . \ \ -a 1"8:. r8 ;;rp 0 l'e G 2 i;,/ : 9 • JOB NO. DATE: SCALE: 95-85 1019195 1" = 40' i I ' \ • ' \ ' \ I , • I f I , I I l \ '/ ' I , I I I , , APPROVED FOR PLANTING · AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. DATE INITIAL ENGINEER OF WOR REVISION DESCRIPTION 1 6" X 6" CONCRETE MOWCURB 2 #3·flEBAR CONTINUOUS 3 FINISH GRADE 1" BELOW TOP OF MOW CURB ·-CONCRETE MOW CURB f"' r< NOTES: I l ! ' : , • l ' \ • I 1. SEE SHEET')o FOR PLlANT LE<llEND ' ' '1 \ \ \ \ j ! I I I \ I • > \, : ' ,' ' 2. SEE SHEETS :!~·if FOR PLAN/rlNG $PEClf(CATIONS. . l ;' ; ; / .--+--THIS SHEET KEY MAP NOT TO SCALE 3. SEE SHEET !10F6R PLANTI~ DETAILS./ 4 .• PQN.TRAtTOR, Slf:LL. IN$'f;LL J.6TE M~SH (TYPE TO BE APPROVED BY THE CITY INSPECTOR) ... IN~l .. L AR.EAS"WITH A SLOPE (;)A. A .. Pll{NT OF 6:1 OR GREATER IF PLANTING OCCURS BETWEEN • AU UST 15 AND APRIL 15. $-TAKE MESH TO SLOPES. INSTALL PER MANUFACTURER'S S ECIFIC.A:TION3.·· • --· •· ,• / .,,,-~' ' -· 5. PER CITY STANOARDS,-CONTRACTOR SHALL HYDROSEED ALL AREAS 6:1 OR STEEPER WITH THE FOLLOWlillG NURSE CROP IN ADDITION TO THE GROUND COVER SPECIFIED ON THE PlANS\h\f • ,. ,i,.0 . . 0 AL"'ls~u;f'.b\tifrE'¥3F 1t&~/(;; :ffE1. ikl'f.ooo S.F. ALYS:l_UM 'ROYAL CARPET' 2 LB. PER 1,000 S.F. IO I A •• s L8. PER 1,ooo S.F. • '-TH-IS COVE~ GROF' SHALL BE APPLIED AT A RATE AND IN A MANNER SUFFICIENT TO PROVIDE. 90% COVER WITHIN 30 DAYS. 6. PLANT AL[lREES 3'-0'' MINIMUM OUTSIDE STREET RIGHTS-OF-WAY. STREET TREES SHOWN IN FBONT, YARDS SHALL BE PLANTED ON OPPOSITE SIDE OF THE LOT FROM THE DRIVEWAY. 7. THIS SITE CONTAINS Hlc:lRtYi:l<f'ANSlVE AND ERODIBLE SOILS. AT ALL TIMES DURING CONSTRUCTION AND MAINTENANCE CONTRACTOR SHALL MONITOR SURFACE SOIL --eONDITIONS. JO PREVENT SOIL SATURATION OR DESICCATION. ---'··.,,., -,., '1 //) DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL "AS BUILT" RCE ___ _ EXP. ___ _ REVIEWED BY: INSPECTOR ENGINEER OF WORK GLEN K. VAN PESKI R.C.E. NO. 41204 PLANTING PLAN FOR XP. 3 31 9 DATE DATE DATE CARLSBAD TRACT NO. C.T. 85-1 DWN. l!IY•~---1 CHKO.BV ___ I FIELO BK, P"OJECT NO. CT-85-15 DRAWING NO. 2695-L CMWD 93-301 / P/lr l \ ," i " , w ,· '• _.,.. .. ,, I EXTEND FENCE APPROXIMATELY 25' PAST RIGHT-OF-WAY TO TIE INTO SIDE YARD FENCE OF LOT 64 I --,,,.,.,-----... " ,,,..,.,,,, --...,~'v"' • \) c,\i ✓ cv V c,'v I \ • . V (;'v CY CONCRETE MOW CURB I y r \ SEE DETAIL SHEET 17 J ~ ~ ·~ \ ~- ,., ~ ' \ 1: Pool ~ SIDEWALK --;i.. Calle Lomas APPROXIMATE END OF FENCE-TIE INTO SIDE YARD FENCE OF LOT 63 1---5' HIGH WROUGHT IRON FENCE trr'P/ P.l'(Mt,oi,) Main Recreation Area Plant Legend Sheet 18 only SVMl!IOL BOTANICAL NAME TREES COMMON NAME SIZ~QUANTITV 0 .! ·-E ·-,_ Lot 133 □ □ .. 4' WIDE WROUGHT IRON GATE (TYPICAL) □ □ fr □ □ f! 12-Q) -f. \ &., ) elf -12-P-p- P-l2- RIGHT-OF-WAY RIGHT-OF WAY_/ fZ- \ ' -0 0 • W ' WASHINGTONIA ROBUSTA MEXICAN FAN PALM TC TABEBUIA CHRYSOTRICHA GOLDEN TRUMPET TREE MS MAGNOLIA 'SAMUEL SOMMERS' SOUTHERN MAGNOLIA CH CHAMAEROPS HUMILIS MEDITERRANEAN FAN PALM AR ARECASTRUM ROMANZOFFIANUM QUEEN PALM RS FEIJOA SELLOWIANA □ CupaniDpsis anacardioides $HRUl!S PINEAPPLE GUAVA Carrotwood AgP AGAPANTHUS 'PETER PAN' DWARF LILY OF THE NILE Ag AGAPANTHUS AFRICAN US 50% WHITE; 50% BLUE LILY OF THE NILE BR BOUGAINVILLEA 'RASPBERRY ICE' BOUGAINVILLEA CS CEANOTHUS 'SIERRA BLUE' CALIFORNIA WILD LILAC CY CEANOTHUS 'YANKEE POINT' CAl,.IFORNIA WILD LILAC CL CISTUS LADANIFER CRIMSON SPOT ROCKROSE E ESCALLONIA 'COMPAKTA' DWARF ESCALLONIA H HEMEROCALLIS VARIETIES DAY LILY PA PHORMIUM TENAX 'ATROPURPURAEA' NEW ZEALAND FLAX PF PHORMIUM TENAX 'FIREBIRD' . NEW ZEALAND FLAX v Pittosporum crassifolium 'Nana' B RHAPHIOLEPIS 'BALLERINA' No common name ' INDIA HAWTHORN R RHAPHIOLEPIS 'JACK EVANS' INDIA HAWTHORN S STRELITZIA REGINAE BIRD OF PARADISE GROUND COVER GAZANIA 'SUNRISE YELLOW YELLOW TRAILING GAZANIA CJ . . ' . Symbol Treea □ K T PLANT GAZANIA IN ALL SHRUB, AREAS LESS THAN 6:1 SLOPE MYOPORUM 'PROSTRATUM' PROSTRATE MYOPORUM PLANT MYOPORUM ON ALL SLOPES STEEPER THAN 6:1 'r--!APAit-i:jsl I fl':<?,CU~ !?WA" fi::9CUE Open Space Lot Plant Legend Sheet 19 only Botanlcal name Common name Cupanlopsls anacardloides Carrotwood Koelreuteria bipinnata Chinese flame tree Tristania conferta Brisbane box Shrubs and vines 0 Bougainvillea 'Raspberry Ice' Bougainvillea CD Cistus purpuraea Orchid rockrose ■ Clytostoma callistegiodes Violet trumpet vine • Distictus buccinatoria Blood-red trumpet vine + Escallonia 'Compakta' Dwarf escallonia 0 Hemerocallis varieties Day lily ® Ligustrum 'Texanum' Texas privet R Phormium tenax 'Rubrum' New Zealand flax .ff Pittosporum variegata Variegated tobira ' L Rhaphiolepis 'Ballerina' India hawthorn X Xylosma 'Compacta' Dwarf xylosma . Ground cover Gazania 'Sunrise Yellow' Yellow trailing gazania Plant gazania in all shrubs areas. Marathon' fescue Dwarf fescue 15GAL 10 " 15 GAL 1 24" BOX 7 6' 8TH Z1 10' BTH 3 15GAL 4 36" box 2 1 GAL t 12• o.c. 1 GAL 18" r." / v.v. 1 GAL \?4"ic SGAL 1 GAL SGAL 44 · 1 GAL e,o 1 GAL 18" O.C. SGAL 14 SGAL 5 5GAL f,'7 1 GAL ( 7(,, 5GAL !5', 5GAL '1'l FLATS 12"" O.C. FLATS 18" 0.C . Size Quantlly 15 gal 7 15 gal 8 15 gal 17 1 gal 95 5gal 49 15 gal 22 15 gal 16 1 gal 131 1 gal 329 5 gal 46 5gal 42 5gal 61 1 gal 143 5gal 75 Flats 12" o.c. Sod 1111'1r,;,,,rr. -·· "' \-.,__--; ,_,--.,,;r,. ,~<:l ~==---- NOTES; Al) I) J~O VJ,;I) ~'OH J'>LANTINC; II (\ <;' . BlJil T 11_ ,) • ' 1. SEE SHEET 18 FOR PLANT LEGEND. 2. SEE SHEETS 12-14 FOR PLANTING SPECIFICATIOIIIS. 3. SEE SHEET 20 FOR PLANTING DETAILS. · 4. CONTRACTOR SHALL INSTALL JUTE MESH (TYPE TO BE APPROVED BY THE CITY INSPECTOR) IN ALL AREAS WITH A SLOPE GRADIENT OF 6:1 OR GREATER IF PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. STAKE MESH TO SLOPES. INSTALL PER MANUFACTURER'S SPECIFICATIONS. 5. PER CITY STANDARDS, CONTRACTOR SHALL HYDROSEED ALL AREAS 6:1 OR STEEPER WITH THE FOLLOWING NURSE CROP IN ADDITION TO THE GROUND COVER SPECIFIED ON THE PLANS: ALYSSUM 'CARPET OF SNOW' 3 LB. PER 1,000 S.F. ALYSSUM 'ROYAL CARPET' 2 LB. PER 1,000 S.F. IOIAL SLBPER1,ooOS.F. THIS COVER CROP SHALL BE APPLIED AT A RATE AND IN A MANNER SUFFICIENT TO PROVIDE • 90% COVER WITHIN 30 DAYS. 6. PLANT ALL TREES 3'-0" MINIMUM OUTSIDE STREET RIGHTS-OF-WAY. STREET TREES SHOWN IN FRONT YARDS SHALL BE PLANTED ON OPPOSITE SIDE OF THE LOT FROM THE DRIVEWAY. 7. THIS SITE CONTAINS HIGHLY EXPANSIVE AND ERODIBLE SOILS. AT ALL TIMES DURING CONSTRUCTION AND MAINTENANCE CONTRACTOR SHALL MONITOR SURFACE SOIL CONDITIONS TO PREVENT SOIL SATURATION OR DESICCATION. ' AND IRRIG A'l'IO N ONLY, .. -~--------___ ,, ___ -. -----·-· ·-· .. "-·· ., -- INCLUDING PRECIS1': TITLE ____________ . -DATE LOCATION OF PIJANTING ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY REVIE\JED BY, APPROVED AREAS. .. ENGINEERING PLA CHECKER DATE INSPECTOR DATE lD-'2..?/lo ' C~fiED t1.i"N17NG 70 r, . "L-V..Ni:0\.¥-,l-l<'... /~ltl.'f~ Cl-il>t>lG-1:'.P uVANHflF--'i> ---~--~ CITY OF CARLSBAD IS~TSI -e, PLANNING DEPARTMENT ! PLANTING PLAN F~'<-' · .. CARLSBAD TRACT NO. C.T. as~, s· . ., nA.01{ Vll=W ··---·-'I " ., ... APPROVED ~ltY 7~!-ft ASSISTANT PLANNING DIRECTOR DATE -. ·---· -------DWN BY: i PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DA 1l'. INITIAL CHKD BY: REVISION DESCRIPTION ~-' CT85-15 2695-L ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RV\JD BY• ' CMWD93-301 \ < ' I I (~ _ ELL RUBBER PRODUCT •. •: . E'.2:·FALL-7 1-3/4" THICK . ,,,..-..,: '-i!...J-'-,f.7,'IJ N L RESISTANT RUBBER 'MA ' IT QUALITY IN0USTRIES, INC ,..-,-,i ,._,.."< . PLAY STRUCTURE Lot 136 Lot 143 ,.. Ca11e Lorn as . . I / --NORTH 111=:JQl .. •, \ TRASH CAN -SAN DIEGO PRECAST CONCRETE #TR27RM WITH 27 GAL STEE LINER . , • . . , . • I • I .. . . I • I . I 'I 0 'O --0 0 ~ (I) +-~ 0 u ~~-. . . . . . CONCRETE MOW CURB J . .SEE DETAIL SHEETJ 7 .~. \i Lot 144 Lot 137 T .. , • . .. . . . .. + . ' . . . ., T· • + /: . . . .. ,. 0 0 -, 0 -I 0 (I) Cl) 0 a.. I k. PICNIC TABLE· SAN DIEGO PRECAST CONCRETE #TS6-5PC . . . . ' . -' NOTES; 1. SEE SHEET 18 FOR PLANT LEGEND. 2. SEE SHEETS 12-14 FOR PLANTING SPECIFICATIONS. 3. SEE SHEET 20 FOR PLANTING DETAILS. 4. PLANT ALL TREES 3'-0" MINIMUM OUTSIDE STREET RIGHTS-OF-WAY. Corte Promenade . . -. . _. . . I • I J ··: . . . . . :-· .-r ··:. ., \t, ~ : Lot 139 Lot 140 ·. 't . .. . . . . . . : . .. . . CONCRETE PAD FOR PICNIC TABLE -4" THICK NATURAL COLOR, MEDIUM.BROOM FINISH (TYPICAL) GOPREC Lot 146 . ,,.._, .._. . -l-1 "-,...__~ . CHELL RUBBER PRODlJCTS · . • EZ-FALL-7 1-3/4" THICK · + -.._..:.._ V DAL RESISTANT RUBBER M X W H QUALITY INDUSTf'\IES, 1N \'-~ ' .. PLAY STRUCTURE · ' . • • • Lot 148 Lot 147 .! . " . . ·. I ~~,\I .. .,.-,c--, . . . ,,. -~ ,,,.., .............. · . - ~lll[SPI[ II [ s I G N [1HOUP [Nt LANDSCAPE ARCHITECTURE IPIO lilNIVEltSITY CENTER LANE. 5Ulll 'HO SA.N DIEGO CALIFORNIA 91112 619•558•8971 f.l.X 619•558•91 II ------LAPPROVED FOR PLANTING "AS BUILT" ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER DATE • AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS . TITLE ______ _ DATE REVIE\JED BY, INSPECTOR DATE ..__-+--+----------e---------1--~e---------1----.1 ~9 CITY OF CARLSBAD ~ ~ PLANNING DEPARTMENT ~ ;:::;:PL::A:::N:;:Tl:;NO;;::;P;:;;LA:::N;;;'F;;O:;R========:.:::=~ CARLSBAD TRACT NO. C.T.85-15 PARK VIEW WEST 1----1----1--------------.1----1-----L--...L....~...J APPROVED 1-----1----1--------------+----l-----4---1----1 ASSISTANT PLANNING DIRECTOR 1---o,.,.A=TE-+"'1N1=11A~L+----------------l---+--..J_ _ _J_ _ __J DWN BY: ---DATE INITIAL DATE INITIAL CHKD BY: __ ENGINEER Of WORK REVISION DESCRIPTION □T~ER APPROVAL CITY APPROVAL RVIJD BY• PROJECT NO. CT 85-15 I DRAWING NO. 2695-L " .... 0 (1~'1'"" ... () .. ,, r ___________________________________________________________ ...:_· .:·---------------~-----------------.;_ ____ _..: ________ _:_ _______________________________ ~ • ' ROOT13ALL CROWN· 1· ABOVE FIN,ISH ,GRADE FINISH GRADE FINISH GRADE AT SLOPE · ' . 2 X ROOTBALL DIA. . . . BACKFILL MIX (SEE SPECS.) . PL.ANT TABLETS (SE;E SP~CS.l '. ' . ,. :_ •. '• SE;E SPECIFICATIONS . TOP OF PAVililG I • .. • ·. • 4" _HIGH WATERING BASIN (IF REC'D.) @>-------® -,/'-----=---'----..II'- 4 Uf'IDISTIJRBED NATIVE SOIL - 0-T_R_E_E_/S_H_R_U_-B_PL=...A__;N:.._T.;.:...I:.:..N.:....;:.G:...._.;....____:N.:.:..:TS:...._ _ _;___ ,., ::~ II II " II . ;~1: /!Iii :::;,;;: ::1~11 ·. 7 . ' 0 · VINEATTACHEb TO wx,c, 1m.l-te> W/ IJ.WO t;,c,f'f!!,Wt, ~ ~ N$~-( ~- @ @ © ® ® (j) ® ® . '1·-_P .· ' 1-1 . ' 1 . . • ' . NURSERY STAKE -TO BE REMOVED EXISTING SURFACE · CROWN. i· ABOVE;FINISH GRADE .. 4•·HIGH WATERING BASIN (IF REQ;D). · PLANT TABLETS FINISH GRADE· , · 'BACKFl~L MIX (SEE SPECS.)· 2X ROOTBALL Dlft:. . . UNDl$TUR[3ED NATIVE SOit:, • ' • , • • • -• • ·• I .ROOTBALL' . . . , , · . . . ,' M.fN~6-:BELOW FINISHED FLdOR@ BLDG. ! ' . ' . : . . ' ; . ' ; ' ' . . . -. ! ·2" DIA. X 10' LODGEPQl.E PINE STAKE ®-V_I_N_E_P_L_AN_T_IN~G _____ .....:NT~S:___ __ . ' ' 7 ' ' .. -.' : (2 REC'D.) .. VINYL TREE TIE (2 REb'D.J' . 1 ; 24" MIN. . . , .. -· . . SEE Tr=tEE PLANTING DETAIL : . . 12" MIN. ,TREE TRUNK ROOTBALL .• .. . ' ' ©,____D_O_U_B_L_E_S_T_A_KI_N_G_. ____ _.;.NT_s __ _ · · ·ffi : ~-REPAREb ko,1L . , . · .@ · .. Pfj\NTTABLET ' . . @, : FINISH GRADE ' ' ® . .. EOUAL ex) -seE PLANT scHe=:ouLE . ~ : . , FOR ON CENTER $PACING · . I® . CONCRETE MOW SlF1IP 0~ . . . • , : HAROSCAPE IMPROVEM~NT AS SE;\(TH)N · ' , , : INDICATED. ON PLAN : ·, ,(z) ; 'CONCRETE!.CURB bR . ' ; :: HAROSCAPE IMPRt:>VEMENT AS .. ' • -·., iN.DICAT(:D ON ~I.At/ · : {fil ·" Eq>UA~ 1 /2 (X). . . . ; I . ; . ' PLAN, .' '· ® GROUNDCOVER·PLANTING NTS E----~-lttO UNIVUSITY ClNTU lAN[ SUITE 110 SAN Ott GO CALIFORNIA' 11: I U (j) DRAWN · .. APPROVED os·No. DAT.E. . i. ' +----{11 ' . . . g (0 FRONDS· TIE 'NITH Sl."IGLE STRAND Or-ORG/,NIC MATERIAL UNTIE AT END OF MAINTENANCE PERIOD PALM TRUNK 4" HIGH Wl)TERING BASIN (IF RECl'D.) TOP OF PAVING SEE SPEC!FICATiONS BACKFILL MIX-100% 'NASHED SANC' ' ' .12• MIN. .UNDIST:.JRBED NATIVE SOIL . FINISH GRADE AT SLOPE · FINISH GRADE PU1NT TABLETS (SEE SPECi.) ROOTBALL :_: • @PALM PLANTING NTS NOTE: PER THE CITY OF CARLSBAD lANDSCAPE MANUAL, SECTION IV E, ALL SLOPE AREAS 6:1 OR STEEPER SHALL BE HYDROSEEDED WITH ALYSSUM IN ADDITION TO FlATTED GROUN0COVER SPECIFIED ON PlANS. . HYDROSEED AS FOLLOWS: ALYSSUM 'CARPET OF SNOW ALYSSUM 'ROYAL CARPET' TOTAL 3 LBS./1,000 S.F. 2 LBS,/1,000 S,F, 5 LBS,/1,000 S.F. "THE ALYSSUM COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN 30 DAYS. JUTE MESH (TYPE AS APPROVED BY THE CITY INSPECTOR),IN ADDITION TO THE ALYSSUM COVER CROP ANO FLATTED CROUNDCOVER, SHALL ALSO BE STAKED TO THE SLOPES AS RECOMMENDED BY THE MANUFACTURER WHEN PLANTING OCCURS BETWEEN AUGUST 15TH AND APRIL 15TH DURING THE REMAINDER OF . THE YEAR JUTE MESH IS NOT REQUIRED. ',, ' ,. ' APPROVED FOR PLANTING 11 AS BUil T" ANDIRRIGATION ONLY, RCE · EXP. INCLUDING PRECISE· !. DATE . . . -.. LOCATION OF PLANTING REvlEWED BY: AREAS. . . . INSPECTOR DATE '· j,\ 1o-"!--'li., &=- DATE INITIAL ENGINEER OF \\ORK I /1'.. , ... a Plant Legend Symbol Botanical npme Trees t I:: Jc. CHAMAEROPS HUMILIS r:'lJCALrPfl.19 f-lK:Holl.l I JACARANDA MIMOSIFOLIA K KOELREUTERIA BIPINNATA C PHOENIX CANARIENSIS PT PINUS TORREYANA p Pn'TOSPORUM UNDlA-ATUM s SCHINUS MOLLE TC TABEBUIA CHRYSOTRICHA T TRISTANIA CONFERTA V WASHINGTONIA ROBUSTA Shrubs ♦ VI f.J~ 0 BOUGAINVILLEA 'RASPBERRY ICE' B CEANOTHUS 'SIERRA BLUE' Common name -.. Q(B~ ~ MEDITERRANEAN FAN PALM ~ l~L.CW LfJ.f ~FM]l!f JACAFIANDA CHINESE FLAME TREE CANAIW ISLAND DATE PALM TORREY PINE VICTORIAN BOX CALIFORNIA PEPPER GOLOl:N TRUMPET TREE BRISBANE BOX MEXICAN FAN PALM BOUGAINVILLEA CALIFORNIA WILD LILAC SI ze Qufntlty R!fZ.RN-1 15GAL ie,6'l>L 24" BOX 15GAL 15 GAL 15 GAL 5GAL 15GAL 15GAL 15GAL '5GAL 1 GAL 1 GAL " 66 .u- ' ~- 1' 8 ii~ 311, 11 7 ,~~ e CISTUS LADANIFER CRIMSON-SPOTTED ROCKROSE 1 GAL 38 ,,.,. e- . (I) CISTUS PURPUREA LAVENDER ROCKROSE 1 GAL 'l,IJ,l, __ :_1 • / • Di'an:;r1<2> F-li.kNI ~ e(a:,p PW ru-tm-Vlfll!!,, e, e,i.t.. . -:tf @ LEPTOSPERMUM 'RUBY GLOW' NO COMMON NAME 1 GAL 124 -(!fJ &. ,r~ l'b-~'.'lA--'?:~i~D ~~GA~~ '70 ". f'r f'l~ILOPl:SN~N ~UV) .. "'$P!.it'~f'J-</LOD13Nw.c:N \s ;). :9=J ® "i., PHORMIUM TENAX 'FIREBIRD' ~ NEW ZEALAND FLAX . G L gt, :;, \ R PHORMIUM TENAX 'RUBRUM NEW ZEALAND FLAX 5 GAL 11 E, --RHAPHIOLEPIS 'BALLERINA' INDIA HAWTHORN 1 GAL 30' 0.C. '1? ,, L RHAPHIOLEPIS I ~tf.l•1 ~ INDIAHAWTHORN~ 5GA~v-. 9-"""" & "CD""' '1'21-\P-PH\Ot.eflS' l'!;AL.U';F'lNh I IN£1!'N ~y<JT)-l~~&A~ C..~~RHUS OVATA SUGAR BUSH 1 GAL Ul N STRELITZIA NICHOLAI Ground covers ~ GAZANIA ~SUNRISE YELLOW' 111111111 II I1EMEROCALLIS HYBRIDS I I MYOPORUM 'PROSTRATA' NON-IRRIGATED HYDROSEED • ' GIANT BIRD OF PARADISE TRAILING GAZANIA · DAYLII.Y MYOPORUM ROSMARINUS 'LOCKWOOD DE FORE T' R~O~EMA~Rq..-.,,---,,.-,,..-, .,-~~-- ' Ni\)'., '1:>W.A<~ vJHrre / -pwl'fZF LJL'(-oF-11-\E.-NIL..f= 11,,,,,,,,, \ sss 51 sss/ ~TJ-l:t)s.~~'1.-"(:Df~-Ni1..e THE NON·IRRIGA~D MIX SHALL CONSIST OF THE FOLLOWING SPECIES: BOTANICAL NAME LB/ACRE -ANN VAL-CDI..OF. BROMUS MOLLIS . 30.0 ENCELIA CALIFORNICA 3.0 ERIOPHYLLUM CONFERTIFLORUM 3.0 ESQHSCHOLZIA CALIFORNICA 5.0 VIGUERA LACINATA 4 9 TOTAL 45.0 LB/ACRE / ·. ( :·.__,,,,, . . .. -- \A"'f,!lp'=>~ 5GAL 14 FLATS@ 12" 0.C. 1 GAL@ 24" 0.C. FLATS@ 18" 0.C. /IPPJTJONS col FNTF"'( YfON()1'-1!SNT 'I S~ET I CITY OF CARISBAD I:ETSI PLANNING DEPARTMENT i PLANTING .DETAILS· & LEGEND FOR: CARLSBAD TRACT NO. CT 85-15 PARK VIEW WES& APPROVED~~ 1 lj~ 7-1-'tt. . ~~SISTAE l'tl<NNIN!01IRECTOR / ·-DATE /1\ OWN BY: I PROJECT NO, I DRAWING 'IC. REVISION DESCRIPTION DATE INlllAL DATE INITIAL . CHKD BY: OTHER APPROVAi. CITY APPROVAL RV'Ml BY: . CT-85-15 2695-L CMWD 93·301 ..., .!. . -.. :i' J --s \ !t)· 0-..: "" -"< -... (.!, -"' . -... ... ' ~. I &, ; ... &, i ~ i ~. " ' i' ,;:,' ~; ~. ~ " .... ~ ~ .. 0 0 ..,. .. Q