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HomeMy WebLinkAboutDWG 366-9M; MP 139F; RANCHO CARRILLO - ENTRY AREAS; 01-26LANDSCAPE IMPROVEMENT PLANS FOR: RAN CARRILLO • G ·-. ' . . 400 2QO 0 ,4(1() 800 120 ----· ···----,-~---------~-·----- GRAPHIC SCAI E 1•11 400' #98-047 ENTRY.AREAS EXP, DATF ,-,i •ol L•a.dloape •rohltecture • Pl•nnhaa La. Jolla Cmtre II 9U6 Towne CentH Orin, S\llt• 840 San Dleao, CA 92181·8002 s1e.eso.1a,e • ru e&o.1ea0 . DATE INITIAL ENGINEER OF WORK SHEET INDEX SHEEIIIILE TITLE SH!l!T CONSTRUCTION PLANS CONSTRUCTION DETAILS CONSTRUCTION SPECIPICIATIONS IRFIIQATION PLANS IRRIGATION DETAILS IRRIGATION NOTES & Ll!OEND IRRIGATION SPECIFICATIONS PLANTING PLANS PLANTING DETAIL & LEGEND PLANTING SPECIFICATIONS 0 ENTRY MONUMENT LOCATION . DATE INITIAL REVISION DESCRIPTION . OTHER APPROVAL I / SHEET NO, 1 2•5 6 ~1 ., e . ..,. IQ-1-!> IA-.. \!!lo' I~, 17 -If,;. :l"f!M ,t;..44-, . ~-Jll . DATE INITIAL CITY APPROVAL "AS BUILT" DATE RLA EXP, REVIEWED BY: l)-) INSPECTOR DATE I sH,ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT ' TITLE SHEET FORt ' RANCHO CARRILLO (;' " ~, ' ' ' ..1) ENTRY AREAS . ,, ~ APPRO_VEO l --~ 9-26g . ,-.-... JI ASSIS-TANT ,ANN ING O IA ECTOR · DATE ·UWN tJM. 1 ·· ~J9T NO, I' DRAWi NG NO, CHKO ·-BY:' · ... f!VWD BY: .3i:;, -9"1 ~2 {E) ' LOT 157 !J 486.0 / / rl / , . 32 ------ ENTRY AREA NO. 2 (VILLAGE 'E') PALOMAR AIRPORT ROAD ----------+-1---------- F.0.(, . ..,... 'i: ,,, UIJ't[E.. 8 # z / "' LOT66 4U.t - 1 I~ > / r 0 w LOT 171 "' 441J5 c( 0.. ( '1 ENTRY AREA 'NO. 1 . I (VILLAGES 'C' & '9'). ' I I ' I j ~ :5 T 0 > 0 w "' ./ c( 0.. / -- ----_. ------ ------.__. ---, --,, -- - / I .. - -----33 ---------------- RANCHO BRAVADO Lan'llaoa;p• J.rob.U.Ht.\\r• • Plaun.lns La Jolla Centre 11 9116 Towne Centre Driva, Suite 340 S&o !)le■o, CA tBIBl-3008 619.660.157G • Fox 550.1580 DATE ' INITIAL ENGINEER OF WORK ., \. SCAPt ~~. SW1, ~ ;:j -~ / 17 ... ,. .. , ,* , J'~'l.-, ..,.-../~ ~ OF C~\.\\ EXP, DATE !•tl•DI , / . I REVISION DESCRIPTION 10 .LEGEND ~DETAIL ~SHEET NO. t:,b,C,. ~ .e,<" allle> µf fH~ fot,Jf" '(f -ft>!' M Pl~ rw -r ~ ,:>F' JJ,MJ.- l"t.r fl,Ji+fl ~ NOTE: CONTRACTOR SHALL REPLACE EXISTING IRRIGATION SYSTEM DAMAGED BY FINE GRADING •. 0 5 10 20 ----GRAPHIC SCALE IN FEET: 1'-10'-0' -J.N.-#98-047 "AS BUILT" APPROVED FOR PLANTING ' AND IRRIGATION ONLY, DATE INCLUDING PRECISE RLA EXP, LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE I S~T I CITY OF CARLSBAD ~ PLANNING OEPARTIENT 7 CONSTRUCTION PLANS FOR: RANCHO CARRILLO ENTRY AREAS APPROVEO\..,,·l Yi' 9:-?G:Gb ASSISTANT PLANNING JifflECTOR DATE uwN BY:. 1 PROJECT NO, J DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL C !TY APPROVAL RVWD BY: fr\P 13q(£} 3 '-Go-'tM LOT 105 Ht,7 -------- ~ " " ' ENTRY AREA NO. 3 (VILLAO! 'K') r - ~ ' 37 I RANCHO B,RAVADO w I- ' z l w I -1 ..I cc I > . I I 0 I w I u, cc I A, <os•l - - ----_. ------- - LOT 10, 395,1 .. ------- LOT 1 324.0 --.,,. _. - (116] ENTRY AREA NO. 4 (VILLAGE 'P') .LEGEND ~DETAIL 'C:3----SHEET NO. NOTE: ~c!f?UW.,, ~IIJl"Jft ~ l-llaii-1 f'~tJf 'f'e>!"" fl~ ft)f't?f, ~ CONTRACTOR SHALL REPLACE EXISTING IRRIGATION SYSTEM DAMAGED BV PINE GRADING. t,1~) I I I I (tlZl \ ' ' 0 I-a: 0 0 0 w tJ) If MELROSE DRIVE I l 10 0 5 10 --------- GRAPHIC SCALE IN FEET, 1'=10'·0' . EXP. OATF !l•i,l•ol / APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS LOT57 317.4 J,N.-#98-047 "AS BUILT" DATE. RLA EXP. REVIEWED BY: INSPECTOR DATE t===t==t===============t==+=~~=+=~ l..-1 s~=EET~1~c~1::::::=:TY~O~F =C=A=RL==S=BA=D==-=I =v===il .--✓ PLANNING DEPARTMENT CONSTRUCTION PLANS FOR: APPROVE RANCHO ENTRY CARRILLO AREAS 0 .3 .LEGEND p,.jOTE: . . .CONTRACTOR SHALL REPLACE EXISTING IRRIGATION SYSTEM DAMAGED BY FINE GRADING. I /1----_:::::::,.j I I I LOT 254 / 418.8 / / /. / ~ :,_------✓ ff t::----P' , ct ~, I I I I I ' I I I I I I ,:j \ LOT 33 408.7 45 -~ 44 ~ RANCHO BRAVADO -----:\ 01-------· -------- LOT 124 4t6.8 ENTRY AREA NO. 5 (VILLAGE 'F') I I ' \ w en :. I I • rr I 11 \· +· 11 I I ! II I I I II I I I I I I I I II I I I ~ fii~ ~. ------- to,:~~ ~tuq;•I#: LOT353 408.5 EXP, DATE f,.i •t>I 10 0 5 10 20 --- GRAPHIC SCALE IN FEET, 1'•10'-0' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS J.N.-#98-047 11 AS BU I L T 11 DATE RLA----EXP, __ _ REVIEWED BY: [NSPECTOR DATE l----+-----+-----------1---+----+---+---ll SH~ET I CITY OF CARLSBAD ~ :=::t:::::::::....:==::::P::L::::AN::N:::IN::G:::DE:::P::::AR:::Tt.E=NT===~~=--=! 1----1-----1--------------1----l----1----1----l CONSTRUCTION PLANS FOR: f---+---+----------------,f---..j---4----f-----l APPROVE RANCHO CARRILLO ENTRY AREAS 9-a;-a; DATE -• Tow•• Centre "•"•• Butte 340 « OAT£ INITIAL DATE INITIAL CHKO BY• Lno!H•pt,•!:ll~i•J;;'.'f:. •nPJ«nntna OAT< INITIAL : I PROJECT NO. I DRAWING NO. REVISION DESCRIPTION ___ , ffif\ \-:i.~(F\ 3/ ,--,. 01":j05'.\\\~~AF!!'~g1~o .LE:NG::_:IN'.:'.Ef::_R_'.'.'.OF:_:WO:'.:R::_KL ____________ _j_~OT_:HE:R_:APP:RO:.:V:AL:-1_::_:CI~TY_:A::PP::RO~VA::_L.J.:R::V:::WD:::;8:::Y:::::==~~::;::t~,,~"l~~j~=~="'~":::-~::±!J I I ---------t I ('.!, 1 CARRILLO WAY --------------------- , , . ' ' I LO'!__ 242 370,5 · ~ ~11:i ~Ul-1~ ~~ii:-ow co~u~ ENTRY A-REA NO. 6 · (VILLAQE 'M') .LEGEND ~DETAIL ~SHEET NO. f.,t,. l".4.c-t!-t?f cu~ I-if ~ "'1..rf ff {Pf ,f l"\L.+,,PIC- 1'1<1 1'il'( of ~ P'Cif l"llli,11 ~ · NOTE: CONTRACTOR SHALL REPLACE EXISTING IRRIGATION SYSTEM DAMA~!D BY FINE GRADIIIIG, i I ED@ L ■ndaa■p• Arohlt•ature • Pl•Ontti.a La Joll• Cen\r• II 98511 Towne Centre Dl'ITe, Butte :WO Ban. Dl~o, CA 81111-3008 819.560.1570 • l'u 560.11180 DATE INITIAL ENG I NEER OF WORK ~ t.WISCAPt ~ fl, • 5¥111, ~ I ,;:. ~ - ' ~ ~ ~~ :t Of C~\\~ EXP. DATE 11·•1-ol REVISION DESCRIPTION 10 0. 5 10 20 ----GRAPHIC SCALE IN FEET, 1'=10'-0' J.N.-#98-047 11 AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE DATE RLA EXP, . LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE I S5ET I CITY OF CARLSBAD ~ PLANNING DEPARTMENT ~ CONSTRUCT/ON PLANS FOR: RANCHO CARRILLO ENTRY AREAS APPROVE~ ~ 9:-?'.g; ASSISTANT PLANNING DIRECTOR DATE IDWN ~,: I PROJECT NO. I Dfl!AWING NO. DATE INITIAL DATE INITIAL CHKO BY: OTHER APPROVAL CITY APPROVAL RVWO BY: me 1~~t~) 3r.., -(j I'\"\ I Pl R ,....~J r., MONUMENT WALL 'ft <t. ~ \_ i j -12" CTYP.l ~ ' ;:... PLN-ITER BOWLS ON PN>S D • co VILLAGE MONUMENT · (18'-0" TYPICAL) NOTE: USE DETAl 'C' SHT. 7 ONLY WHEN CALLED OUT ON PLANS ENTRY MONUMENT-ELEVATION 1'-6" .r---;, ,.---,ff- ----------- ' MORT W/SLU •3 TIES o 16' O. C. C4l -•4 VERT. Cl 16" O.C. EACH CORN AL RETAIN SOIL GROUT SOLID WATERPR FING ( __.u=, ,wm1 I Im w~ •4 HORIZ. CONT. i 1'-e" SQ. SECTION 4-8-99 PILASTER :i: THESE DIMENSIONS TO BE USED WHEN PILASTER IS RETAIN. 6-1/2"·12" OF SOIL SCALE: 1"• 1' -0" . I E 4" THICK CONCRETE PAD ?. W/ PLANTER BOWLS ;, 3'-0" TYP. ENTRY 2" Wm ill m I ~ l " MONUMENT SCALE: 1"·1'-0" VILLAGE MONUMENT (18'·0" TYPICAL) PILASTER 0 NOTE: USE DETML 'C'SHT. 7 ONLY WHEN CALLED OUT ON PLANS MONUMENT-PLAN MORTAR CAP W/1/s" SLURRY COAT l 1/s" SLURRY COAT ,,------------<I AL C ONT AIN RE RETMN SOL GROUT SOLID •4 VERT. R AR AT 40" O .. WATERPROOFING •4 HORIZ. REBAR CONT. 901. COMPACTED SUl3GRADE la" MIN. >r CONT. FTG. WALL )I( )I( THESE DIMENSIONS TO BE USED WHEN WALL IS SPECIFIED AT 7'-2" 2/18/99 4·6·99 EXISTING W L ~ (~'--------- ~ I I i I I c,, I I ~ I I I ST AND ARO WALL LENGTH VARIES-SEE PLAN 'C' ENTRY 2" ~ I-~ LtJ MONUMENT WALL 7 VILLAGE MONUMENT ED PILASTER /)I( 12" <TYP.l 1? PLN-ITER BOWLS ON PEDESTALS 7 W/ROCI( VENEER ·EQIJll LENGTHS )I( USE 16 NEEOEO ST ANOARD WALL LENGTH VARIES-SEE PLAN ,.., X v5 i MONUMENT-ELEVATION 1/1" SLURRY COAT GROUT SOLID XISTING CONCRETE FOOTING EXISTING•4 HORIZ. RE AR CONT 901. COMPACTED SUBGRADE FINISH SCHEDULE Q) STUCCO SLURRY COAT PRE-PACKAGED STUCCO MIX AVAILABLE THROUGH:EXPO STUCCO COLOR:EXPO STUCCO •2532 @ CONCRETE MASONRY UNIT AV MLABLE THROUGH: ORCO BLOCK CO. PH. (780> 757·1780 3·29·99 FAX QUOTE. (760l 757-9854 TYPE: LA PAZ. SLUMP BLOCK (D PLANTER BOWLS 'Ir AV~LABLE THROUGH:OURA·ART-STONE PH. (800) 821-1120 MODEL NO. S-3-SB-17·S5-LSB·3" CENTERED FINISH: LIGHT SANO BLAST COLOR: TERRA COTT A (S5) (D STONE VENEER TYPE: BAJA CRESTA AVMLABLE THROUGH: RCP BRICK t, BLOCK PH. (619) 448-2240 © CONCRETE MASONRY UNIT AVMLABLE THROUGH• ORCO BLOCK CO. PH. (760) 757-1780 FAX. QUOTE. (760) 757-9854 TYPE: PRECISION BLOCK EXISTING •4 VERT. REBAR AT 40" O.C. " 24" . D PLAN VIEW NEW •4 DOWEL INTERSECT BETWEEN EXISTING •4 VERT. REBAR AT 40" O.C. F EXTENSION OF EXISTING WALL SCM.E: 1"·1'-0" SC/11.E :¾ "• 1'-0" 1& \.tJll)SCAPt ~ '\. Vi~ ... 'Si> ' ✓• "" ~ n # • I ..r,,-x._ -·· :ttt or CAI.\~~ EXP. DATE 3-31-01 Laadloq, 91166 To •• 819 • .bohlt.eoture • J'laum.lng La Solla Coutre d ""' C111tN Orin. Suite 840 ll Di~o, CA 08Ut1 ~30l)a .&&0.1 n • ru 1550.1680 .1 • 'i-~ ~~..O fJ'/ O\i.i~\'1~"'1t'-l,.J..IW 'ft/ M~~- ' I DATE INITIAL REVISION DESCRIPTION ENGINEER OF WORK 2/18199 "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE DATE RLA EXP. LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DAT1' I SH~T I CITY OF CARLSBAD ls~sj PLANNING DEPARTMENT CONSTRUCTION DETAILS FOR: RANCHO CARRILLO ENTRY AREAS APPROVEC JI 9-.ara; ASSISTANT PLANNING DIRECTOR DATE 15wii 01: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKO BY: OTHER APPROVAL CITY APPROVAL RV~D BY: me ~39 tE) 3G:.&-'IM j:... ' iD I I I I I I :t: ·EQIJoll. LEIIOTHS USE ,S tf:EDED :t: :t: -E(JJM. SPOG ST >HOARD W.61.L LENGTH VARES-SEE PLAN A VILLAGE 1E1 ENTRY I/◄"• 1'·0" 2" UO" MIN. EXISTING WALL MONUMENT WALL 12" CTYP.l X 7" LANTER BOWLS OH PEDESTALS W/ROCK VENEER VILLAGE MONUMENT MONUMENT-ELEVATION MORTAR C>f' Wll/1" $(.URRY COAT 1/e" SLURRY COAT 6"x6"x16" CONCRETE BLOCK ALL EL HA CON AIN RE AR 1.. GROUT SOLIO .c. ( ) AR CONT. L ., "CONT. FTG . lK lK THESE DIMENSIONS TO BE USED WHEN WALL IS SPECIFIED AT 7'·2" C MONUMENT WALL SCALE: 1"•1'·0" 2/18/99 I I , STANDARD WALL Cl) 1, /~ X i. X(p 1, STANDARD W.61.L LENGTH VARIES-SEE PLAN RAKE JOINTS SHOWING NO MORT AR. EO. E . - iio .----., : 1,__ ______ _...,_-1 I L---..1 0 3'-D" TYP. ST AND.ARD WALL LENGTH VARIES-SEE PLAN PEDESTAL W/ROCK VE E MONUMENT WALL LOW ROCK WALL PILASTER STAN D WALL EXISTING PILASTER ~~~AL) 1------....._ ___ -jl : I 0 ---.J VILLAGE MONUMENT ST AND ARD WALL (18'·0" TYPIC.61.) LENGTH VARIES-SEE PLAN ~B~~¼-.. ~-/;-.. L_A_G_E_E_N_TR_Y_M_O_N_U_M_E_N_T_P_L_A_N _____________ 2 __ 18 _ 99 ~~0'-'~U..-1~ ALIGN DRAIN HOLE IN BOWL WITH DRAIN HOLE IN PEDESTAL (4) •4 VE T. R BAR 6"X6"X16" CONCR TE PR ISION OCK r.::. GROUT SOLID ALL BLOCK W/REBAR 7 " V AIN LEEVE TO B~ EXIT II REAR OF PEDESTAL INTO SUMP. RUN ¾" IRRIGATION L l ~ "' ::c: -I v,~ ;.. ... ~ i= > llil § ~ b ' ..-. ~ l @~.S-~ 18" TONE· "BAJA CRESTA" DEEP RAl<E JOINTS .;- o FRONT ~ TOP. AVNLABLE AT RCP BRICK f< BLOCK (619) 44B-2240 V RT. R I •4 I 4' 6X6 NCRETE BLOCK GR I ALL CELLS W/ REINF. BAR FINISH GRADE WATERPROOFING :aar:~::::-SEE SPEC. HORIZ. REINF. BAR •4 C! 16" O.C. (CONT.) 4" P RF. AIN PIP 11. IN. W/ 4" CRUSHED GRAVEL (1 CU. FT. PER FT.) IN FILTER FABRIC ENVELOPE I CONCRETE FOOTING I L--~ __ __.,...,.. _ _::2_-_•~4~C~ON~T~IN~UOO::.::.::....S id SECTION 2'-0" ROCK WALL 4-26-99 STONE -----,-------- ~ PLAN VIEW LINE INSIDE OF 2" DRAIN SLEEVE .,,---FINISH GRADE "AS BUILT" 4-27-99 EXP, DATE 3-31-01 Ludlcape A.roblt.ot.ure • Plennlna La Jolla. Centre 1I tlH Tofll.• C.Jt.tn Dri 'ft, lulte HO Son DIO_l!t, CA 92121·8002 e19.ll60.16'N> • ru 6110.1oeo DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS RLA----EXP. __ _ REVIEWED BY: INSPECTOR DATE t---+--+-------------+--+---+------,i-----l I SHElET I CITY OF CARLSBAD I SH~:~s 1 !===::'...::====::::P::::LA:;:NN:::IN::G:::O::;EP:::AR:.::T:::ME:::NT:::=::===::'...:::::~::::::~ CONSffiUCTION DETAILS FOR: r---+-----!--------------+----+----l-----1----1 APPROVE RANCHO CARRILLO ENTRY AREAS 1--c-OAC:::TE:--+cl::-:,NIC::-Tl:-'.'.AL--!--------------+--D-AT-E --+,.,,!N""1r-1AL-l-=0A=TE--+l-N!""Tr=AL-l OWN BY: ---1 PROJECT NO. ENGINEER OF WORIC REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~i;,g ~~: MP 139 (F) , I I I I ! I DRAWING NO, _ 3G.G>-'IM 3 --------------------------------------------------------------------------------------------------------------------....-----------------------------...................... __________ , ___ .. , .... , Section 02463 Site furnishings Port 1 -General 1.1 Generol Condttlone: The General Conditions, Speotol Conditions, and Division 1, ore o part of this section and the oontroct for this work and apply to thte aectton oa ful IY as If repeated herein. 1 , 2 S Uffl'IIQf"' y 1 The work Include• all servlo••• lobar, materials, transportotton· and equipment necessary to perform the work tndtcoted on the drowlnos and as specified. The Generol Conditions and Division 1 apply to this section as fully os tf repeated herein. 1,3 Description: .1 Provide site furntehlngs as noted on plans tn accordance with these specifications and the plans. 1,4 Oualtty Aseuronoe: 1, 5 • 1 Notify owner of site, Inspect unocceptobte. orrlvol of al I site and reject those furnishings on units Judged ,2 Furnish each Item ae o OOIT1)1ete unit, produced by one monufooturer for the entire Job, .3 Strictly o~ly with manufacturer's dlreotlone. Submlttale: ,1 Submit manufacturer's literature and data describing the product to be furnished lncludtno: Motertols, shop drawings, and detailed printed instructions describing hand I Ing, storage, and clean up procedures, 1,6 Job Conditions: ,1 Do not b-Oin lnstollatlon untll work 'M'liOh COUid damage the unit or Interrupt lnetotlotton la 00111>late, 1,7 Delivery, Stora<1e & Handllng: .1 Deliver al I site furnlshtnos to Jobslte In new unopened shtpplno containers with factory labels attached. ,2 Store stte furnishings tn oreos designated by owner and in accordance w!'th manufacturer's Instructions. Port 2 -Products 2.1 Products shall be os noted on plans: Port 3 -Exeout1on 3,1 Inatoltotfon: 1 , 1 1, 2 1.3 .1 AssetTble and tnstol I al I site furntshlnos In accordance with manufacturer'• recOITl118ndotlons ond as shown on the plons. a. Should further oonstruo+fon be required In areas 'lltlere site furntshtnos hove been lnstal led, toke necessary precautions to protect from damage. b. Clean up sl+e furnishings fol lowtno manufacturer's lnstruo+ions once construction hos concluded, Ssotton 03200 Concrete Reinforcement Dsscrtptton: .1 Related work described elsev.tiere: a, Cast-ln-plaoe concrete: Section 03300 b, Concrete unit masonry: Section 04220 OUollty Assurance: • 1 C0111>IY with pertinent provisions of standards, except as herein modified: fol I owl no .2 Concrete Relnforotno Steel Institute <CRS!l "Manual of Standard Praot t ce" 1 ,3 Amertoon concrete Institute <AC!> 318. •◄ Manual of Standard Prao+loe for Detail Ing Reinforced Concrete Structure CACI) 315. Submtttola: .1 C0111>ly with perttnen+ provisions of section 01300. ,2 Shop drawings, reinforcement: submit shop drawings for fobrlcotlon, bending, and placement of concrete reinforcement, COlll>IY with AC! 315 "Manual of Stondord Proottoe for Datot llno Reinforced Concrete Structuresn showing bar schedule, stirrup spaotng, diagrams of bent bars, arrangement of oonorete relnforoemant. Include spectol reinforcement required ond opentnos through concrete structures. ,3 Mt I I Certificates: Submit steel producer's certificates of ml I I analysis, tens! le, and bend tests for reinforcing steel. 1.4 Product Handltno: ,1 Delivery: Deltver reinforcement to the Job stte bundled, taooed, and marked, Use metal taos tndtootino bar size, lengths, and other Information corresponding to markings shown on placement diagrams. ,2 Storooe: Store reinforcement at the Job stte In a manner to prevent damage and occumulatlon of dirt and excess t ve rust. Part 2 -Products 2, 1 Moteri a Is: .1 Relnforctno Bors: Comply with ASTM A 615-79 (deformed bars I, No, 5 bars and smaller, Grade 40: al I others Grode 60, ,2 Steel Wire: oorrply with ASTM A 82, Welded Wire Fabric: 00111)ly with ASTM A 185-73, Supports for Reinforcement: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcement In place: A. Use wire bar type supports complying with crsi recorrrnendotions, unless otherwise Indicated, Do not use wood, brick, ond other unacceptable mater la Is. B, For slobs on grade, use supports with sand plates or horlzontol runners where base material wi II not support chair legs. C, For exposed-to-view concrete surfaces, where legs of supports are In oontoot with forms, provide supports with either hot-dip galvanized or plasttc- protected I eos, 2,2 Fobrtootton1 Fabricate reinforcing bors to shapes and dtmenstons, wtth OOOl)lytng with CRSI Manual, errors, do not rebend or In o manner thot wll I Injure General: required tolerances fobrtcatino reinforcement the matertol. conform to fabrication In case of straighten or weaken ,2 Unocoeptoble Materials: Reinforcement with any of the fol towing defects wit I not be permitted In the work: A, Bar lengths, depths, and bends exceeding specified fabrlootlon tolerances, B, Bends or kinks not indicated on drawlnos or final shop drawings, C, Bors with reduced cross-section due to excessive rusting or other cause, Port 3 -Execution 3.1 3.2 Inspection: ,1 Examine the substrate, formwork, and the conditions under v.titoh concrete reinforcement ts to be placed, and correct conditions IIA'llch would prevent proper and timely oompletton of the work. Do not proceed with the work unttl unsotlsfootory conditions hove been corrected, lnstal lotion: ,1 Comply wtth the specified standards for detol Is and methods of reinforcement placement and supports, and os herein specified. ,3 • 4 ,5 Clean reinforcement to remove loose rust and mt I I scale, earth, and other materials which reduce or destroy bond with concrete. Position, support, and secure reinforcement against displacement by formwork, construction, or concrete placement operations. lnstal I welded wire fabric In as tono lengths as practicable, Lap odJolnlng pieces at least one ful I mesh. Splices: Provide standard reinforcement lopping ends, placing bars In oontoct, ond tying. spl Ices by tightly wire Section 04100 Concrete Unit Masonry Part 1 -General 1,1 General Conditions: The General Conditions, Supplementary Conditions and Division 1 ore a part of this section and the contract for this work and apply to this section as fut ly as If repeated herein. 1,2 Scope: The work concrete shown.and Includes the furnishing and lnstal lino of unit masonry work, tncludtng reinforcing steel noted on the drawings and specified herein. al I 08 1 , 3 1 , 5 1, 6 Codes and Standards: .1 Except os modified by the requirements specified heretn and/or the detai Is on the drawings, al I work Included In this section shal I conform to the applioobte provisions of the fol lowing codes ond standards: Uniform But I ding Code, 1994 Edition, Chapter 24, "Masonry", American Society for Testing and Matertals CASTM): The specifications and standards hereinafter referred to, latest editions, Certlftoations: Contractor shal I furnish a certificate, executed In tripltcote, stating that all concrete blocks hove been properly ond thoroughly cured at the plant before shipment, and that they conform to oil of the requirements of this specifications. Each certificate shol I be signed by the block manufacturer and shat I contain the name of the oontroctor, the proj eot I coot I on, and the, quont 1 ty ond date or dates of shipment or delivery to Which the certtftcote applies. Strengths of Morter and Grout: ,1 Mortar Strengths: Mortar for grouted unit masonry shol I be types mortar In accordance wtth chapter 24 of the uniform building code, 1994 edition ond shal I have a mlnll!Um compressive strength at 28 days at 1800 psi. .2 Grout Strengths: 2000 psi at 28 days, Hondltng ond Storage: Inmedtotely upon delivery to the site, masonry units shal I be stacked undercover or otherwise protected from exPosure to the weather and from contact with sotl. Core shat I be exercised in handling these Items to ovotd Chipping and breakage end to protect them from damage, Use of damaged blocks wl I I not be permitted, Units shol I be stored on pal lets or temporary wood floors off the ground ond out of the way of other trodes, Pert 2 -Products 2.1 Concrete Masonry Units: 2,2 .1 Concrete Masonry Units: Hbl low load-beortng unite, conforming to ASTM C90-75, Grade A. Type 1, I lghtweioht units, except that units shal I hove a maxlrrum linear shrinkage of 0.061, Proper specially shaped units shol I be used to provide for bond beams and lintels with o minimum of unit cutting. Block shal I be standard units, 6" x 8" x 16" and 6" x 6" x 18" nominal In stze, All units shol I be standard color and texture unless otherwise noted. ,2 Cement: Standard Type II portlond cement, conformlno to ASTM C150-77, low alkali, ,3 Lime: Hydrated, conforming to ASTM C207-76, types. .4 Mortar Send: Natural sand, clean and oroded, conforming to ASTM C144-76, ,5 Grout Aooregate: Cleon ond graded conorete aogregotes, conforming to ASTM C33-77. ,6 Water: Fresh, oleon, potable, amounts of mineral ond organic adversely affect the hardening of and free from suoh substances as would <,ement mortar, ,7 Reinforcing Steel: Furnish and tnstal I reinforcing steel for grouted block masonry under this section tn accordance with the requirements of Section 03200, "Concrete Re I nforcement ". Concrete Footing: • 1 .2 .4 Portland Cement: ASTM C 150, Type I or 11. For exposed concrete, use only one brand from one ml 1·1 lot. Concrete Aggregates: ASTM c 33. Use aooregates from same source and pit for entire project. Mixing Water: Fresh, clean and potable, injurious amounts of ell, acid, olkolt matter. free from or organic Mixing of Concrete: Al I be mtxed and delivere requirements of the stand mixed concrete, ASTM spect transit-mixed concrete shol I Landloapt1 Arabiteature • J>lannlng La Jolla Centro n d In accordance ord specifications ff cations C-94, DATE INITIAL with the for easy ~ \~ll)SCAPt ~ . sw,. .:::;, ~ "" • 5 .6 ,8 ,9 Standard Requirements: Closs "A" concrete shol I contain not less then 6-1/2 socks of cement per cubic yard, and shot I be proportioned to attain o maxfrrum cylinder strength of 2,000 pet In 28 days. COl11)resslve strengths ore to be determined tn ocoordonoe with astm C-39, Reinforcing Bars: ASTM A 615, Grade 40 for reinforcement tn concrete block masonry ond brick masonry. ASTM A 615, Grode 40 for oonorete reinforcement. Bundle and tao with Identification and heat nl.Jllber, Welded Wire Fabric: ASTM A 185, except that ultimate strano+h need not exceed 55,000 psi. · Del Iver and place fobrtc In flat sheets. Supports ond Spacers: Types and sizes required to maintain positioning of bars and wire fabric In locations shown on drawtnos during construction shal I be precast concrete cubes with tte wires. Air Entraining Agent: ASTM C 260 16, 17, 20 (see attached). Port 3 -Execution 3,1 Unit Masonry Construction: ,1 General: Wal Is shal I be straight, plum, and true, with oil courses true to I lne and level, bui It to dimensions shown, Al I eel Is containing reinforcement shol I be fl I led sol Id with grout, unless otherwise noted on drowlnos. Blocks shal I be lold up In running bond, • 2 • 3 • 4 • 5 Joints: Both verttcal and hortzontal joints shot I be unlformty3'8" tel,{ thtok, with mortar coverage for ful I shel I thickness at both vertical and horizontal Joints. Bed Joints: The top surface of the concrete footings or other bed joints lllJst be clean, smooth concrete with aggregate exposed before start of laying. Tops of foundations shol I be sandblasted, If necessary, to remove lottance for exposing aggregates In the concrete, Foundation tops shall be kept clean during the oonstruotlon by cleaning at least once a day. Reinforcement: Vertlcol reinforcing bars shal I be held In place by standard reinforcing supports. Horizontal bars shol I be tied to vertical bars as the block work progresses and shat I be errl,edded In grout, Waterproofing moterlol: approved equa I • Grouttno: Shel I be Thoro-seal or Grout Mtx: Grout shall be designed In aocordonoe with ubc 2◄03 for manufacturer design mtxes, The use of an admixture for the purpose of reducing water content wit I be permitted, subject to approval by the owner of the admixture, and provided the strength of grout Is not l111>alred, Waterproofing admixture shot I be added tn amount reoorrmended by the manufacturer but not to the extent that grout strength specified is Impaired. ,7 Construction: Grout oonstruotlon shall conform to ol I requirements of the uniform but I ding cod,e. Grout shal I be placed by means of an approved grout puffl) capable of handling at least 12 ou, Yds, Per hour of the specified 3'8'' maxl111.Jm size aggregate mix, 3,2 Cold Weather Requirements: If It is necessary to lay block during freezing weather, materlols shal I be heated os required before tncorporottng in the work. Further, mo5onry shat I be protected In aoaordonce wtth the uniform building code. 3,3 Cleon1no1 After erection and pointing, al I masonry shall be cleaned down with stiff brushes and water, fol lowed by a thorough rinsing with aleon water. J.N.-#96-047 "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, lf, INCLUDING PRECISE DATE RLA EXP. ~--~ J..OCATION OF PLANTING r or CAI.'~ REVIEWED BY: AREAS EXP, DATE ~-l1-Q! INSPECTOR DATE I SeET I CITY OF CARLSBAD L!J PLANNING DEPARTMENT " CONSTRUCTION SPECIFICATIONS FOR: RANCHO CARRILLO ENTRY AREAS APPROVED\_, ~ 2...2C.4 ASSISTANT PLANNING DIRECTOR DATE INITIAL DATE OWN BY: 91!66 Towne Centre Drive, Suit.e 34-0 San Dleaa, CA e2121~:sooa 619.650.15'11i • Fas 550,1680 ENG !NEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL CITY APPROVAL I PROJ~CT NO, I DRAWING NO. CHKO BY: RVWO BY: me 1:39 (E2 3 (., " . '\ fl/\ ! • I 3.4 Curing: Attention shal I be given to the proper curing of mortor Joints as well as the grout concrete pour. The masonry work and the top of the grout pour shal I be kept dar!1' but not saturated for at least 7 days to prevent too rapid drying· during hot or drying we<ither, and drying winds, 3,5 Proteotlon: Masonry surfaces shall be covered with non-staining waterproof paper When neoesacry to protect them from rain or from hot, dry weather, Surfoces not being worked on shol I be protected, :,.6 Tolerances: .1 The fol !owing tolerances ahol I apply to the masonry work: P IUrnbl In 10 feet -1,4". Level: 20 ffft maxl1T1.Jm -1,,{'1 In ◄0 feet or more-1,z". I , I -Lau41et.p• Arohlteoture • Plenntn.g La JoUa Ctintre 11 9265 Towne Centre Drive, 9\lite 340 San Diego, CA 921i1·8008 619,550.1675 • Fa~ 0,0.1560 EXP, DATE 3-31-01 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS J,N.-#98-047 "AS BUILT" DATE RLA----EXP,---- REVIEWED BY: INSPECTOR DATE 1------+--+--------------,1------+~--+--+---, 1 s~. EF.T I CITY OF CARLSBAD I 5 ~;~ 5 1 :=:::::-j:::::::...:==:=P:::L::AN::N::::ING:::::::DE::P::::AR::T::ME:::N::T====-'=-=::::; DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL CONSTRUCTION SPECIFICATIONS FOR• RANCHO CARRILLO ENTRY AREAS APPROVE(\) / ASSISTANT PLANNING DIRECTOR DATE INITIAL CMKD BY: OWN BY: I PROJECT NO, CITY APPROVAL RVWO BY:___ [Y)P \3<\(F) 9-a;.-a; DATE I DRAWING NO, ?:, "" -'j Iv\ --------- ~ LOT 66""" 443.8 "' ' ENTRY AREA 'NO. 1 (VILLAGES 'C' & '8'{ I I • PALOMAR AIRPORT ROAD --+1--------- . I I 8 z I~ > 0 w u, cc a. - i 1' 1' {~ ~/ LOT 157 w I LOT 218 ~ I-) \ \ \\. 421.5 4t8.0 ~ z 'U&12.} l ( ,/ :5 -,--\~ _.. T r if1i,2 --I '-· ~ 0 ...... ---> I \ 0 ) ~ / ~ ./ cc I a. \ / /.:......._ ~ ue,11_1 -r t~• ' {j-))_.. wri~iir,4-/ -trii:o --ti: l / / I 1'~~1y . I . 32 ------------33 - --------------- ----- RANCHO BRAVADO ENTRY AREA NO. 2 (VILLAGE 'E') ------;;._.---- r_-- ' . C m / LOT 171 I 441,5 ( L•n411cape ArohlteoLure ♦ Pl•uzaln& La Jolla Centre U 9855 Towne Centre Drin, Suite 340 kn D1010, CA 92121 -8002 611,660,16?6 • Fa:z t!i&0.1680 10 0 5 10 20 GRAPHIC SCALE IN FEET: I '=1111' -0' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANT[NG AREAS J.N.-#98-047 "AS BUILT" DATE RLA ___ EXP, __ _ REVIEWED BY: INSPECTOR DATE i---i---1-------------t--t---it---jr-----j IRRIGATION PLANS FOR: RANCHO CARRILLO ENTRY AREAS l----t---l--------------t--!--r---1----t APPROVE ~ ASSISTANT PLANNING o:,:.;1R"'""Ec=To=R--- 9-~g; DATE . INITIAL ENGINEER OF WOOK REVISION DESCRIPTION DATE !NI Tl AL OTHER APPROVAL DATE INITIAL CHKD BY: OWN BY: I PROJECT NO. ClTY APPROVAL RVWD BY:--ffif \?fl (f\ I. I ! I DATE I DRAWING NO, . S'-'--'\M. 1----- LOT 105 •• 7 ------- ENTRY AREA NO. 3 (VILLAGE 'K') . • 37 -I a 1 RANCHO fRAVADO ' I ------- , , r -->---6 c,' .,.,, -.. ;, ••S-~·-• . LOT 106 396,1 ;:-- LOT1 124.0 ';ji ¢.,i\'JC 'l" ~~UN~ ENTRY AREA NO. 4 (VILLAGE 'P') I MELROSE DRIVE I l 10 0 5 10 2 --GRAPHIC SCALE IN FEET: 1'•10'-0' . EXP, DATE ~->ti·«>! , \ APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING· PRECISE LOCATION OF PLANTING AREAS LOT57 317.4 J.N.-#98-047 "AS BUILT" RLA---EXP, __ _ DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD 1s~~s 1 ~-i,__4-___ ___:_ _______ -+--+--f---f-7:=~::::::\:::::::.:===:::::::Pl::·AN:::N::IN:::G:::OE::::PA::::RT;::1,£::N:::T=====-===:; IRRIGATION PLANS FOR: RANCHO CARRILLO ENTRY AREAS 1---1--..J-------------+--t--t--j-----J APPROVED 9-zc-q;; A-s=s I=sr"'"AN,,,!T~P~LA~NNL.,J N?,G-=,D !RECTOR DA TE t.aa<locopo .lr<>l>lt .. tuN • Plonntna 1--+--+-------------+--t---t-T-E TJN-JT-IA-jl ~;::;;;~=: --=~~ir,=::::::;;P~ROmJE;;,;CT;;::N~O:==. ===;,ir,;=;DR~AW~l;;;:NG~N~O. L• Jolla c.,.1.r. 11 DATE INITIAL DATE INITIAL DA --mP ~q (F) 3 r,, _"' MA 9816Tow'1eC.r,treDrlve,Bulte340 I---=-'-=-~~ REVISION DESCRIPTION \ lo, , .. , .-.. , ••a I>l•ao. c. n1a1-11001 I EE~G~N~E~~~KL_.:.:.:.:..:.,::.:..=~==~...:_:~ _ _J_~D~THE~R~AP~PR~av~ALLC'.:.JT'.:..Y ~AP:'.:.'.PR~ov::AL~=====-:::~~==~=~===:.:::=====::::::..l e1e.uo.11r1& • ,.,. 660,1680 L 1 I 3 LOT254 411.6 . ~------r----. / / ~ / ------------- LOT 124 406.6 ENTRY AREA NO. 5 (VILLAGE 'F') I ft-----~ I I I I I / gJ ic( '~/ z I I I I O RANCHO BRAVADO 441 :& ,__ _______ - -----. 0 I I . w V, : I J ij- 1 I I I i ✓ \..) I I I ' r I I ' ,I LOT 133 401.7 -------- LanOoap• A:tohitect.ure • Planain1 Lt. Jolla O•sa.tre n 0865 Towns Ce11be Drlv•. Shatt• 340 Ian Dl•a•. CA 921111 ·8001 119.660,1676 • Fu 850,1680 LOT353 4(16.15 DATE INITIAL ENGINEER OF WORK \ 48 I 10 0 5 10 20 ---GRAPHIC SCALE IN FEET I' 0 0' : =l , ... J. N. -#98-047 ~ SCA,ot , "AS BUILT" ' SIJJ; ... ,,.-. APPROVED FOR PLANTING I ..,. AND IRRIGATION ONLY, ~r,, INCLUDING PRECISE DATE RLA EXP. ~~ LOCATION OF PLANTING Of CA\.\\~ REVIEWED BY: AREAS EXP. DATE :t•tl ·.,.1 INSPECTOR DATE I sit1 I CITY OF CARLSBAD ~ PLANNING DEPARTMENT (If IRRIGATION PLANS FOR: RANCHO CARRILLO ENTRY AREAS - APPROVED ,, -~ )" t2t.l 9-i'Gf:C ASSISTANT PLANNING DIRECTOR DATE IDWN BY: PROJECT NO. DATE INITIAL DATE INITIAL DRAWING NO. REVISION DESCRIPTION CHKD BY: ffiD '~~ (t::) 3c.,-qM OTHER APPROVAL CITY APPROVAL RVWD BY: -----------~-------------------------------------------------............. ----------,----·--•''·''''•'' I ----------r I s CARRILLO WAY ------------------- LOT 242 310,5 ENTRY A,REA NO. 6 ·-" (VM.LAGI 'M') ' ' ' I I, I Lantioap• ArohlteotuN • Ple.•nina La loll& C.ntr• U 82155 Towne C.a.tN Drln, Suite 340 l•n Dle.10, CA 98121·3002 att.160,15715 • Fax 150,1680 ~ ~SC-4Pt ~ . ;' .... ,c ci; :ti '~ ¾: ~ 1-'t OF C~I. \\~ EXP, DATE , ... •ol DAT£ INITIAL REVISION DESCRIPTION ENGINEER OF WORK 10 0 5 10 20 -----• . --GRAPHIC SCALE IN FEET 1 1'•10' 0' J N #98 047 V "AS BUILT" 17 APPROVED FOR PLANTING, \ AND IRR[GATION ONLY, INCLUDING PRECISE DATE RLA EXP. V LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE [jfJ CITY OF CARLSBAD ~ , ~ PLANNING DEPARTIENT (p IRRIGATION PLANS FOR: RANCHO CARRI.LLO ENTRY AREAS Ai>PROVED ..,i '7' ~ 9-a;..q; ASSISTANT PLANNING DIRECTOR DATE uwn D,: I PROJECT NO. I DRAWi NG NO. DATE INITIAL DATE INITIAL CHKO BY: OTHER APPROVAL CITY APPROVAL RVWO BY: mP ~~~{F') 3~"·'!M I I I V.I.T. PIIODUCT no SOUTH ,II\IOIIEASEN OIIIVE, •108 ESCONOIOO, C,M.IFOl'INIA <81g) 480•a708 SHRUB Hl;:AO ANTI-DRAIN V IJ.. VE OR CHECK V VE FINISH GRADE 2-MAALEX 90 STREET ELL PVC LATER PIPE ®1--S_H_R_UB_H_E_A_D_O_N_R_IS_E_R __ HO SCALE @ REMOTE CONTROL VAL VE 0 1---------NO SCALE SIDEWALK OR CURB -~ NOTE, SPRINKLER HEADS WITHOUT FACTORY INSTALLED ANTI-DRAIN VALVE SHALL INCORPORATE AN EXTERNAL FLOW 5HUT·OFF VALVE AS A PART OF THE SPRINKLER ASSEMBLY, NOTE, 2' MIN. ~-FINISH GRADE ~ 4' OR 6' POP-UP SPRAY HEAD W/ FACTORY INSTALLED CHECK VALVE SCHEDULE 811 PVC INSTALL PVC ELLS SO THEY TIGHTEN WITH DOWNWARD THRUST OF RISER NIPPLE LENGTH AS REOUJRED SCHEDULE 811 PVC --, NIPPLE LENGHT AS REQUIRE MARLEX '!0° STREET ELL MARLEX "!0° STREET ELLS (3 TOTAU ® 4" 8c 6" POP-UP SPRINKLER HEAD NO SC.tl.E 2 ◄" 10' MINIMUM TO POTABLE MAINLINE IN STREET C RB & GUTTER SIDEWA K 12" MINIMUM RECLAIMED WATER IRR GA ON MAINLIN W/SLEEVE NOTE: VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECLAIMED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE STREET. ® ~OT ABLE SERVICE LINE CROSSING NO SCALE , I EXP, DATE• 3-31-01 - 4" DIA. HOLE CENTERED IN CONC. 8Ul9BLER HEAD ANTI-DRAIN VALVE OR PVC SCH. 80 RISER I PLANTER BOWEL IJ..IGN DRAIN HOLE W/ HOLE IN CONC. PAD CONCRETE; PAVING PVC SCH 40 TEE OR ELL LATERAL PIPE DEPTH ©SHRUB C NO SCALE HEAD IN PLANTER J.N. #96-047 Landloape Archlt.eoture • Plannina; La Jolla Centre II 9166 To•n• Centre Drive, Suite s,o ..-.. Saa Dll!llO, CA flll11U ·30018 \ 118,660.1676 • Fu 660.1680 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" DATE RLA ____ EXP----- REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ 1---l----+----------------11----1----1---l-----4 ::LJ!_j=4::::=:...':::===PL:::A:::NN:::l:::NG:::::;DE:::P::AR::::T::ME:::N::::T ===~~=={p::::; 1---l----+----------------11----1----1---l-----4' I1RRIGATION DETAILS FOR: DUE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL RANCHO CARRILLO ENTRY AREAS APPROVED lA l ~ "" ,-:AS"'s""1s""T""ANdT~PP,IL~AN"'N~IN~G o"'rnLEC_T_OR ___ _ DATE INITIAL CHKO BY: 101/N BY: I PROJECT NO, CITY APPROVAL RVWO BY: ___ , ffiP \'?)I\ {f) I ' I' I , ~a;..a; DATE I DRAWING NO. . 3(,'-"'1M 0 3 r STREET SURF ACE POT ABLE MIM.INE (SEE IMPROVEMENT DRAWINGS> 12" MINIMUM REQUIRED VERTICAL SEPARATION SLEEVE RECLl>JMED WATER IRRIGATION MAINLINE~ NOTE: ALL RECLM.IED WATER IRRIGATION PIPE ANO SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN• 'STANOARO SPECFICATIONS FOR PRIVATE IRRIGATION SYSTEMS' 'CARLS8.t0 RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTIO+I OF RECLAIMED WATER MAINS', OCTOBER 1993 ®POT ABLE MAINLINE CROSSING NO SCALE SLEEVE CHART FOR IRRIGATION PIPE AND WIRES PIPE SCHEDULE 40 PVC CONTROLLER SCHEDULE 40 PVC SLEEVE SIZE WIRES· SLEEVE SIZE ¾" 2" 1·18 2" 1 " 2" 19·24 2·½" 1·1/4" 2-1/2" 25-36 3" 1·½" 3" 37-48 4" 2" 4" 49-72 6" 2·½" 6" 3" 6" 4" 6" NOTE: SLEEVE CHART IS FOR THE CONVENIENCE TO THE CONTRACTOR. CONTRACTOR SHALL PROVIDE ADEQUATE PIPE SLEEVE SIZE TO ACCOMMODATE THE INSTALLATION Of THE IRRIGATION PIPE AND WIRES 'H~~S_L_E_E_V_E_C_H_A_R_T_F_OR_I_RR_I_G_AT_I_O_N_P_I_PE_&_W_IR_E_S_ , ., NO SCALE EXP. DATE: 3-31-01 A Landaoape Arohlleoture • Plannlmc Lo. Jolla Cemtre II 98116 Towne Centro Drive, Sult• 340 .. ' San Dl•~o, CA 1>2121 ·8008 819.6110,111 I • Fax 060.11180 DATE INITIAL REVISION DESCRIPTION ENGINEER Of WORK J.N. #98-047 "AS BU IL T 11 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE DATE RLA EXP, LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE er] CITY OF CARLSBAD 1s~s, !> PLANNING DEPARTMENT IRRIGATION DETAILS FOR: RANCHO CARRILLO ENTRY AREAS APPROVED .A 71 r 9~-a; ,.,J~ ASSISTANT PLANNING DIRECTOR DATE 011N BY: I PROJECT NO, I DRAWING NO, DATE INITIAL DATE INITIAL CHKD BY: 3<,i:, ·'1rvt OTHER APPROVAL CITY APPROVAL RV'IID BY: rne i~9tE') IRFllaA TION NOTES WATER 801.JACE STATIC PRESSURES AT RECLAIMED WATER CONNECTIONS ARE CALCULATED WITH A FUTURE PERMANENT 700 FT. HYDRAULIC GRADIENT. HOWEVER, THE RECLAIMED DELIVERY LINES WILL CONNECTED TO A POTABLE SOURCE WITH HYDRAULIC GRADIENT OF 700 FT. AS CALCULATED, PRESENT ANO FUTURE STATIC PRESSURES WILL RANGE FROM 87 PSI TO 197 PSI. THIS WATER PRESSUAE INFORMATION WAS OBTAINED FROM THE CARLSBADMUNICPALWATEA DISTRICT 1S96. CALCULATED PRESSURE FOR EACH POINT OF CONNECTIONS ARE SHOWN ON THE PLANS. THECONTRACTORSHALLVERIFY WATER PRESSURE BY DIRECT MEASUREMENT IN THE FIELD. IF EXISTING PRESSURE IS NOT AS STATED ON THE PLANS THE CONTRACTOR SHALL NOTIFY THE OWNERS' REPRESENTATIVE BEFORE BEGINNING INSTALLATION. 1. IRRIGATION SYSTEM IS DIAGRAMMATIC AND SHOULD IIE VERIFIED IN THE FIELD BY THE CONTRACTOR. IF CHANC3ES ARE NOTED IN THE FIELD THE CONTRACTOR SHALL NOTIFY ARCHITECT AND OWNERS RCPRESEln'ATIVE PRIOR TO INSTALLATION OF IRRIGATION EQUIPMENT. CHANGES MADE IN THE FIELD MUST HAVE WRITTEN APPROVAL FROMTHE OWNER FOR ADDITIONAL CHARGES TO THE JOS. 2. CONTRACTOR SHALL INSTALL THE FOLLOWING UNLESS OTHERWISE NOTED ON THE PLANS: I>.. ALL LATERAL END RUNS ARE TO BE 314" B. ALL LATERAL (NON-PRESSURE LINES CONNECTED DIRECTLY DOWNSTREAM OF THE REMOTE CONTROL VALVE) SHALL BE ONE SIZE LARGER THAN THE REMOTE CONTROL VALVE. C. MAINLINE ENO RUNS ARE TO 1•1/2" 2. CONTRACTOR SHALL.INSTALL 8" OR 12" POP-UP HEADS ALONG FUTURE WALKS ANO CURBS TYPICALLY. NO SHRUB HEADS ON RISER WILL l!IE ACCEPTED ADJACENT TO FUTURE WALKS AND CURBS • see PLAN. POP-UP HEADS SHALL BE USED WITHIN 10' OF ANY 1'£01!8TAIAN USE. 3. CONTRACTOR &HALL VERIFY LOCATION OF WATER AND ELECTRICAL POINT 01" CONNl!!CTION WITH OWN!!R. CONTRACTOR SHALL PULL NECl!8$ARY PEAMIT FOR WATER, ELECTRICAL, AND TELEPHONI! • VE!RIFY WITH OWNefl. SYSTEMS ON THIS PROJECT ARE CONTROLLED BY COMPUTER IRRIGATION OONTROU.l!Fl8 CAPABLE OF TELEPHONE COMMUNICATION, Ft.OW SENelNG AND SOME HYDRAULIC OR ELECTRICAL DIA<iNOEITICS. CONTROLLER LOCATION ARESHOWN DIAGRAMITICALLY. FINAL LOCATION TO Mil! APPROVED BY THE OWNERS AEPRESENTATIVI!. 4. AL PIPE AND WIRE RUNS INSTALi.ED UNDER STREET PAVING SHALL BE SLEEVED. SLEEVES SHALL BE SCH .. 80 PVC. ALL SLEEVES SHALL BE TWO TIMES THE DIAMETER OF THE PIPE OR WIRE BUNOI.E BE SLEEVED (2" MINIMUM) OR SIZEO NOTED ON DRAWINGS. CONTRACTOR SHALi. COORDINATE LAYING OF PIPE, SLEEVES, AND WIRES TO ENSURE THAT HE HAS ADEQUATE MEANS OF OONNECTION ·SEI! PLAN. 5. <JONTRAOTOl'I SHALL BE RESPON&IBLE FOR MAKING HIMSE!LF FAMILIAR WITH AU. UNDERGROUND UTILITIES, PIPES, AND STRUCTUAES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITIES FOFI 008T INCU'lftl!D DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIEEI. ti. nte IRRIGATION CONTRACTOR SHALL FLUBH AND ADJUST ALL Sl'RINKLl!l'IS l"Ol'I OPTIMUM l'l!Al"OAMANCI: ANO TO PRl!VENT OVER SPRAY ONTO WAI.K8, ROADWAY AND /OR BUILDING AS MUCH Afl P0681BLE. 7. INSTALLATION OF BACl<FLOW PflEVEloll'EA (REDUCED PRIIS8UFlf! BAOKl'LOW PRl!Vl!NTER ) SHALL BE PEA ST AN'.>AAD DWG. NO. DETAIL WIO DATED AOOUST 1"8, C.MW.D. 8l!E PLAN. IF THE ~ A88EM191. Y IS TO IE INST ALI.ED ON A SLOPE WITH A HOfltZONTAL TO Vl!flTICAL RATIO OR •:1 OR GAEATEFI, A TWO FOOT (2') HICiH RETAININO WALi. MU8T BE BUILT SUAAOUNOINO THE ASIEMBL YON THREE 8101!8 WITH THE OPENING ON THE OOWM SDI! OF THE SLOP!. THEPIE MUST l!IE A MINIMUM TWO FOOT (2") HOAIZONT AL CLEARANCE BETWEEN THE RETAINING WALL AND THE B>.CKFt.OW ASSEMBLY. ASSEMBLY MUST BE LOCATED IN AN AREA NOT SUBJECT TO FLOODING. ONLY REDUCl!D PRESSURE PRINCIPLE BACl<FLOW l'l'IEl/teNTION ASSEMBLIES WHICH HAVE SEEN APPROVED BY THE STATE OF CALIFORNIA DEPARTMENT OF HEAi.TH SERVICES AND CARl.88ER<3 MUNICIPAL WATER DISTRICT WILL BE USED ON THE WATER DISTRICT SERVICE WITHIN THE SERVICE AREAS OF THE CARLSBAD WATER DISTRICT MUNICIPAL WATER DISTRICT. 8. USE OF RECLAIMED WATER REQUIRES THAT ALL PIPE, SLEEVES, SPRINKLER HEADS, REMOTE CONTROL VALVES, QUICK COUPLER VALVES AND VALVE BOXES BE IDENTIFIED AS CONTAINING RECLAIMED WATER. ALL INSTALLATIONS SHALL BE ACCORDING TO CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS. OCTOBER 1993. LOCAL CODES AND STANDARDS. ALL PIPE FOR THE INSTALLATION OF SYSTEMS USING RECLAIMED WATER SHALL BE COLORED COOED PURPLE. IRRIGATION LEGEND -RECLAIMED WATER Cl 111 ,.., F nllADJ, .§.!!!JP SYMBOL DESCRIPTION/MANUFACTURER/MODEL NUMBER RAO. PSI. NOZ. PR. GPM GPM "PM GPM DE;T. NO. •~• V = AAINBIRO PA--SHfll IR SPRAY W/ HIJNTI-R "HCV" ANT~DRAIN VALVE 12' 30 12 2.01 2.IIIO 1.an 0.65 A ........ RAINBIAD PA : SHRI IR SPRAY W/ HUNT ''HCV" ANTl,DRAIN VALVE & 12' 30 12 2.01 2.eo 1.30 0.65 A AAINBIRD ~l!eN "~ .... RAINBIAO PA_.,. SHRUB 8Pl'IA Y W/ H\JNTl!R "HCV" ANTI-DR.O.IN VALVE 1":r.-:-, 30 . . . . 1.24 A O.A RAINBIRO ~-SAM SHA118.J!f.RAY 12' 30 12 2.01 1.30 0.65 B [VJ ~y 41X30' 30 15SST . . . . 1.24 B Ill 0 • w ~V& S' 1!!Z. ., I,~(; , 4-1 ,w ·'" A .. AAINRI~ 1....., PRES~IRE ,WENSATINt> BUBBLER . 30 . . n,o,; C .!:!2!5i A1 J •RINK1 "R ~LISTED !lf!l!.E SHALL HA'"' A MANUFACTURER'S"' 1RP1~ c INDICATING RE"' •!MEO WATER RAINBIRD '~ ·PRS·B PR.§§!URE REGUI.ATINGI REMOTE CONTROL VALVE D NOTE: ALL VALVE BOXES LISTED SHALL HAVE A "PUPRLE'' LID INDICATING RE-CLAIMED W~fl "I; "XISTING Rl!"OTE CONTROL VALVE --· EX.l!!!.NG LATERAL LINE ~\7 ~XI$TING QI JICK COUPLER EXISTING IRAIGATKlN HEAD I I I I "LABS 200 PVCl I •TEAAL LINE "'IN. 12" "-"""Al "PACIFIC CAL" "WATER WARN" OR EQUAL rJnN-POTABLE PIPE F&G ·--PVC MAINLINE fMIN. 18" COVER\ SCHEDU1 ~ 40 PVC FOR 1·112" DIAMETER AND SMALLER ANO CLA88 315 FOR 2" DIAMETER AND LARGER F&G FOR 3' • 6' IN DIAMETER PIPE (MIN. 24" COVEA) "PACIFIC CAL" 'WATER WARN' OR EQUAi PRESSURE PIPE ·----PVC $1 FEVER ' 2 TIME8 DIAMETER OF THE PIPE ENCLOSED) • ''PACIFIC CAL", WATER WARN" OR EQUAL PIPE G ----- FOR SLli""!J!! INSTAI I AS FOU.OW: UN VEH'"' ~ PAVIN" USE SCH. SO SLEEVES W/36" COVER FOR MAI""' 1ATERA"' & Wl"'"'<l . . . UN~TRIAN PAVING USE SCH. 40 SLEEVES W/18" COVER~MAINS. LATERALS. & WIRING UNDel'I PEDESTRIAN PAVING USE SCH. 40 SLEEVES W/ 12" COVER FOR LAT!RIILS CONTROLLER WIRES LOCATED UNDER STREETS OR OTHER PERMANENT IMPROVEMENT SHALL SE INSTA1 1 ~o IN SEPARATE SCHEDULE 80 PVC SLIEEVE _J_ STATfnN N1 •••~A r J ~ I \ APM \ .. '1 j VA' ""&Im.· AUTOMATIC VALVE -,, I L DATE INITIAL ENGINEER OF WORK 96-025 11 AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE DATE RLA EXP. Laadaoapo Arohlteoture • Pl&DDIDS LOCATION OF PLANTING La lolla Ceatre II REVIEWED BY: 1166 Town• Centre Dr1Te, Suite 340 AREAS \ Su DI~•• CA 92121 ·80011 619,690.1 6 • Fax 680.1610 INSPECTOR DATE ~ CITY OF CARLSBAD ~ (Q PLANNING DEPARTMENT (.P IRRIGATION LEGEND FOR: RANCHO CARRILLO ENTRY AREAS APPROVED ✓. ~ 9-~:a; ASSISTANT PLANNING DIRECTOR DATE OWN BY: I roP PROJECT NO. I DRAWING NO, DATE INlTIAL DATF INITIAL REVISION DESCRIPTION CHKD BY: \~~F~ ?:, (, G, -<\ "'\ OTHER APPROVAL CITY APPROVAL RVWO BY: I I ll!IQTIQN 02441 JAFUGATION SVSTl!JM PAAT 1 • GENERAL 1 • 1 OINIRAL CONDITIONS: THI GIN&RAL CONDITIONS. SPICIAL CONDITIONS_, AND DIV18I0N 1, ARI AN ADDllD PAFIT OF THIS SECTION AND THI CONTRACT l'Ofl THIS WORK SHALL APPLY TO THIS SECTION A8 FULLY AS IF REPEATED HEREIN. 1.2 SCOPI: THI! WORK INCLUDIS ALL Sl!RVICIIS, LABOR, MATl!RIALS, TRANSPORTATION AND EQUIPMIINT Nl!Cl!SIARV TO PERFORM THI! WORK INDICATID ON THI DRAWINGI AND AS IPICll'IID. OWNIR/DIVl!LOPMINT WILL 09TAIN AND PAV ALL PERMITS REQUIRED av OOVERNING AUTHORITIRS. ALL ON SITI, RECLAIMID WATl!R PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THI UNIFORM PLUMBING CODI AND ALL OTHER LOCAL GOVERNING CODIS. RULES, AND REGULATION. ALL PIPING SHALL IIE CONTINUOUSLY AND PERMANENTLY MARKED WITH THI MANUFACTURER'S NAME OR TRADEMARK, NOMINAL SIZE, AND SCHEDULE OR CLASS INDICATING THI PRISIURI RATING. THI GENERAL CONDITIONS AND DIVI8ION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. PIBNIII AND LIQlfflll UNLIIS OTHERWISE STATID, SICURI T:-11 REQUIRED LICINSl!S AND PERMITS INCLUDING PAYMENTS OF CHARGES AND FEES, GIVE REQUIRED NOTICES TO PUBLIC AUTHORITIES, AND VERIFY PERMITS SECURED OR ARRANGEMENTS MADI BY OTHIRS AFFICTING THI WORK OP THIS SICTION. WATIR Ml:TEM AND POWER MITIRS WILL Bl THE RISPON&IBILITY OF THE OWNER AND /OR HIS REPRESENTATIVE FOR INSTALLATION AND PERMIT FIIS. 1.2.1 BIL..\IID WORK; • 1 LANDICAPING SICTION U4IO ,2 COMPLIANCE TO CITY DF CARLSBAD RECLAIMED WATll'l STANDARDS 1.2.2 QUAI ITT .a,sauRANCI .1 0UALIPIQATJOlfl op INIIALLIBI PROVIDE A'T LIAST ONE PIRSON WHO SHALL Bl PRESENT AT ALL TIMES DURING IXICUTION OF TH• PORTION OF THI! WORK AND WHO SHALL 11 THOROUGHLY FAMILIAR WITli THI! TVPI! OF MATERIALS ll!ING INSTALLED, THI MAT■RIAL MANUl'ACTURE'I R■COMMINDID METHODS OP INSTALLATION, THI OfIY Of CjRL&BAD RECLAIMED WATER STANDARDS AND WHO SHALL DIRECT ALL WORK PIRPORMID UNDER THIS SECTION. .2 QOQIB AND STANDARDS IN ADDITION TO COMPLYING WITH AU. PIRTININT CODES AND RICilULATIONI, COMPLY WITH THI LATIST RULES OF THI NATIONAL ELECTRICAL CODI AND ILICTRICAL SANTY. ORDERS OF THI STATE OF CALIFORNIA, DIVISIONS OP INOUSTRIAL IAFITY, l'OR AU. ILICTPUCAL WORK AND MATERIALS. Rll'IR TO THE LATIST EDITION OF THI ORIIN BOOK STANDARD SPICIPICATIONS P'OR PUBLIC WORKS CONSTRUCTION WHIRi APPLICAILE. THI ClT)' Of CARLSIAD RICLAIMID WATER STANDARDS, LATEST EDITIONS AND RULES AND REGULATION FOR IIICLAIMED WATER URVICI IN THI CJIY Of CARLSBAD, LATEST EDITIONS ARE INCORPORATID UNTO THIS■ SPICll'ICATIONS IV Rll'IRINCII WHIRi RICLAIMID WATER 18 PFIOPOSID. 1,3 SUIMITTALS: 1.4 • 1 SUIIIIIT COMPLITI MATIAIAL LIST PRIOfl TO PERPORMINO ANY WORK. SUBMIT CATALOG DATA AND FULL DESCRIPTIVE LITIRATURI WHINIVIR· THI USE OF ITIIMS Dll'l'■RINT THAN THOSE SPICIPIID IS RIQUIIITID. IUIMIT NOTARIZID CIRTll'ICATII BY PLASTIC PIPE AND FITTING MANUFACTURIRS INDICATING THAT MATl!RIAL COMPLIES WITH SPICIPICATIONI, UNLESS MATIRIAL HAS BIEN PREVIOUSLY APPROVED. .2 SUIIMIT MATIRIAL LIIT U81NG THI FOLLOWING LAYOUT (DOUBLE IPACID HTWIIN IACH ITEM) ITIM, DIIQBIPTION MANYPAQIY81A MQQIL NO. 1 • PRISSURI MAINLINE LASCO SCH. 40 2. LAWN HIAD RAINIIRD 1806•12P 3, ITC. ITC. ITC. .3 EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT THE PRIOR APPROVAL OF THI LANDSCAPE ARCHITICT OR CITY INSPECTOR MAY Bl RIJECTIID AND SUCH MATERIALS IIIMOVID FROM THI SITE AT NO IXPINII TO THI OWNIR/DIVILOPMENT. ,4 APPROVAL OF ANY ITIMS, ALTIIINATIVI, OR SUISTITUTION INDICATE ONLY THAT THI PRODUCT(S) APPARINTLY MIIT THI lll!QUIREMINTS OP THI DRAWINGS AND iPICIPICATIONS ON THI! BASIS OP THI INl'ORMATION OR 8AMPLII SUIMITTID. • I THI CONTRACTOR 18 :RISPONIIILI FOR PIRFORMANCI O I' SUISTITUTID ITIMS. IP SU■STITUTION PROVIS TO BI UNIATl&PACTORY. RIPLACI IT WITH 0RIOINALLY SPICIFIID ITEM. AT NO COST TO THI OWMIRfDIVILOPMINT. GUARANTII: • 1 SUIMIT WRITTIN GUARANTII IN APPROVID FORM THAT ALL WORK SHOWING DIFICTS IN MATERIALS OR WORKMANSHIP WILL 11 REPAIRED OR REPLACED AT NO COIT TO THE OWNIR/DIVILOPMINT FOR A PERIOD OF ONE Yl!ARI PROM THI! DATE OF ACCIPTANCI! BY THI OWNER/DIVELOPMINT. .2 Tl-Ill GUARANTII l'ORU SHALL II Rl•TYPl!D ONTO THI CONTRACTOR'S LITTIRHIAD AND CONTAIN THI FOLL.OWING INl'ORMATION: A. GUARANTEE . POii IRRIGATION SYSTl!M • (PROJECT NAME) WI HIRl!IY GUARANTEE THAT THI IRRIGATION SYSTIIM WI HAVE l'URNISHED AND INSTALLED l'DR (PROJECT NAME) II l'RIE PROM DEFECTS IN MATERIALS AND WORKMANSHIP, AND THI WORK HAS SEIN COMPLITID IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATION&, ORDINARY WEAR AND TEAR AND UNUSUAL ABUSE, OR NEGLECT IXCIPTID. WE AGREE TO REPAIR O Fl REPLACE ANY Dll'ICTS IN MATIRIAL OR WORKMANSHIP WHICH MAY DEVELOP DURING THI PERIOD OF 1 VIAR FROM DATE OF ACCl!PTANCE AND ALSO TO FIIPAIR OR REPLACE ANY DAMAGE RISIILTING PROM THI RIPAIRINO OR REPLACING OF SUCH Dll'ECTS AT NO ADDITIONAL COIT TO THI OWNIR/DEVl!LOPMINT. WI SHALL MAKI SUCH REPAIRS OR REPLACIMENTII WITHIN A RIAIONABLI TIMI!, AS DETERMINED BY THE OWNER/DIVILOPMINT, AFTER RECEIPTS OF WRITTIN NOTICI. IN THI EVENT OF OUR FAILURE TO MAKI SUCH REPAIR$ OR REPLACEMENTS WITHIN A REASONABLI! TIMI! AFTl!R RICIIPT OF Wl'IITTIN NOTICE FROM THI OWNIR/DEVILOPMENT, WE AUTHORIZE THI OWNER/DEVELOPMENT TO PROCEED TO HAVE SAID REPAIRS OR Rl!~LACIMINTS MADI AT OUR IXPINSII AND WE WILL PAV THI COSTS AND CHARGES THl!Rll'ORI! UPON DEMAND, 8. PROJECT: (PROJICT NAME) C. LOCATION: (LEGAL DESCRIPTION OF PROJECT PROPERTY) SIGNED: __________ TITLI: ________ _ ADDRESS: ___________________ _ TILl!PHONI: SIGNATURI ANO DAff: 1, 5 OBSERVATION: 1.5. 1 INSPECTION SCHEQULI • 1 IN ALL CASIS WHIRi! OBSl!RVATION CIF THI SPRINKLER SYSTEM WORK IS REQUIRED AND/OR WHIRi PORTION& OF THE WORK ARI SPECIFIED TO Ill PIRPORMl!D UNDER THI DIRECTION AND/OR OBSERVATION OF THE LANDSCAPI! ARCHITECT OR CITY INSPECTOR. THE CONTRACTOR 18 RESPONSIBLE FOIi NOTIFYING THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR IN ADVANCE FOR THI FOLLOWING INSPECTIONS, ACCORDING TO THE TIME INDICATED: A. PRE-JOB CONFERENCE • 7 CALENDAR DAYS B, LOCATION OF IRRIGATION SLEEVES C. LAYOUT OF CONTROL EQUIPMENT, SPRINKLER HEADS AND PIPING• 32 HOURS D, PRESSURE MAINLINE INSTALLATION AND TESTING • 32 HOURS I!, CONPORMANCI! TO REGULATIONS FOR RECLAIMED WATER • 3 2 HOURS F. LATERAL TRENCH DEPTH CHECK • 32 HOURS G, COVERAGE TEST • 32 HOURS H • FINAL INSPECTION • 48 HOURS I. NOTIFY THI CITY OF CARLSBAD 24 HOURS IN ADVANCE OF IIGINNING OP WORK, (438•1181, EXT. 4221) J, Nor;py THI CIIY OF CARLSBAD ~ HOURI IN ADVANCI! OF BEGINNING CONSTRUCTION. (438·1181, EXT. 4221) .2 WHEN INSPECTIONS HAVE BEIN CONDUCTED BY OTHER THAN THI! LANDSCAPE ARCHITECT OR THI LANDSCAPE COORDINATOR, SHOW EVIDl!NCI! OF WHEN AND BY WHOM THESE INSPECTIONS WERE MADI!. • 3 NO INSPECTION WILL COMMENCE WITHOUT AS-BUILT DRAWINGS. IN THE EVENT THE CONTRACTOR CALLS FOR AN INSPECTION WITHOUT AS•BUILT DRAWINGS, WITI-IOUT COMPLETING PREVIOUSLY NOTED CORRECTIONS, DR WITHOUT PREPARING THI SYSTEM FOR INSPECTION, THE CONTRACTOR SHALL 81 RESPONSIBLE FOR REIMBURSING THI! LANDSCAPE ARCHITECT OR THE LANDSCAPE! COORDINATOR AT THI RATE OF $96.00 PER HOUR (PLUS ANY TRANSPORTATION COST) FOR THI! INCONVENIENCE. NO FURTHER INSPECTIONS WILL Bl! SCHEDULED UNTIL THIS CHARGE HAS BIEN PAID. THE! CITY WILL REQUIRE AS-BUILT DRAWINGS TO BE APPROVED PRIOR TO BACKFILLING MAINLINE TRf'ICH. 1, 8 TESTING: GENERAL • 1 FURNISH ALL NECESSARY TESTING EQUIPMENT AND PEIRSONNEIL T 0 MEET TESTING REQUIREMENT • 2 CORRECT ALL DE!Fl!CT AND RETEST UNTIL ACCEPTANCE! BY OWNER AND CITY. 1.6.1 TESTS .1 MAKE HYDROSTATIC TESTS ONLY IN THI PRESENCE OF THI RIPRISINTATIVI! OF THE OWNER/DEVELOPMENT, AIR PRESSURE CHECK ALL LINES THAT COULD WEAKEN OR DAMAGE ANY MAJOR STRUCTURES OR HARD8CAPl!S, IF WATER WIRE USED. NO PIPE SHALL BE BACKFILLED UNTIL IT HAS BEIN INSPECTED, TESTED, AND APPROVED. (INCLUDING AS-BUILTS) • 2 FURNISH NECESSARY FORCE PUMP AND ALL OTlil!R TEST EQUIPMENT. • 3 TEST ALL PRESSURE MAINLINES UNDIIR A HYDROSTATIC PRESSURE OF 150 P,S,I. FOR A PERIOD OF FOUR HOURS. .4 ALL TESTING SHAU. Bl APPROVED PRIOR TO THE INSTALLATION OF REMOTE CONTROL VALVES, QUICK COUPLERS, OFI OTHER VALVE ASSEMIILll!S. .5 ALL PIPING UNDER PAVED AREAS SHALL IIE TESTED UNDER A HYDROSTATIC PRESSURE OP 150 P.S.I. AND PROVED WATERTIGHT, PRIOR TO THE PAVING OPERATION. 1.s.2 AQJYSJING SVBT■M 1,8.3 1,6,4 1.6,5 1,6.6 1.7 1. 7 .1 .1 THE CONTRACTOR SHALL FLUSH AND ADJUST ALL IRRIGATION HEADS AND VALVES POR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO WALKS, ROADWAYS, BUILDINGS, WALLS AND OTHER STRUCTURES AS MUCH AS POSSIBLE. • 2 IF IT 18 DETERMINED THAT ADJUSTMENTS IN THI! IRRIGATION EQUIPMENT OR NOZZLE CHANOIS WILL PROVIDE PROPER AND MORE ADEQUATE COVERAGE, MAKI ALL SUCH CHANGES OR MAKE ARRANGEMENTS WITH MANUFACTURER TO HAVE ADJUSTMENT MADE, PRIOR TO PLANTING. .3 ADJUST REMOTE CONTROL VALVES (BATTERY SYSTEMS) SO THAT THE MOST REMOTE SPRINKLER HEADS OPERATE AT THE PRESSURE. RECOMMENDED BY SPRINKLER MANUFACTURER. CQVl!RAGE Jl!ST , 1 WHEN THI! IRRIGATION 8YSTIM 18 COMPLETED, PERFORM A COVERAGIE TEST IN THI PRESENCE OF THE! LANDSCAPE ARCHITECT, LANOSCAPI COORDINATOR OR CITY INSPECTOR, TO DETERMINE II' THI! WATER COVERAGE l'OR PLANTING ARIAS IS COMPLETE AND ADEQUATE. FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVl!IIAQI DUE TO DEVIATION& FROM THI PLANS OR WHERI THI! SYSTEM HAS BEIN WILLFULLY INSTALLl!D AS INDICATIID ON THI DRAWINGS WHEN IT IS OBVIOUSLY INADEQUATE OR INAPPROPRIATE, WITHOUT BRINGING THIS TO THE ATTENTION OF THI! LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR. THIS TEST SHALL BE ACCOMPLISHED BEFORE ANY GROUND COVEii IS PLANTl!D. PIBl!CT BURIAL CONTROL WIRl!I .1 ALL WIRING SHALL Bl! TESTED FOFI CONTINUITY, OPEN CIRCUITS AND UNINTENTIONAL GROUNDS PRIOR TO' CONNECTING TO EQUIPMENT. THE MINIMUM INSULATION Rl!SISTANCI TO GROUND SHALL Bl FIFTY (60) MEGAOHMS. ANY WIRING NOT MEETING THIS REQUIREMENT SHALL BE REPLACED, AT THE CONTRACTOR'S EXPENSE. FINAL ACCE!pTANCE , 1 WHEN ALL WORK UNDl!R THIS CONTRACT HAS BEEN COMPLETED, INCLUDING TESTING ADJUSTMENTS, ADDITIONS OR DELETIONS, THE CONTRACTOR WILL NOTIFY THE OWNER FOR FINAL INSPECTION AND APPROVAL. PINAL ACCEPTANCI! BY THE OWNER DOES NOT RELIE!VI! THE CONTRACTOR OF HIS RESPONSIBILITY OF WARRANTY. MINOR ADJUSTMENTS , 1 MINOR ADJUSTMENTS (LEVELING AND CLEANING SPRINKLER HEADS, VALVE BOXES, ETC. INCLUDING PROTECTION FROM VANDALISM) WILL Bl! MADI BY THE OWNl!R AFTER ACCEPTANCE OF THE SYSTEM AND DURING THI WARRANTY PERIOD. RECORD DRAWINGS: RECORD DRAWINGS .1 RECO"D DRAWINGS SHALL Bl! PRIPAIIID AND SHALL SHOW ALL CHAMOIS "IN THE WORK CONBTITUTINO DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS INCLUDING THOSE INVOLVING BOTH CONSTANT•PRISSURI AND INTERMITTENT-PRESSURE LINES AND APPURTENANCES. ' ' ' , 2 ALL CONCEPTUAL OR MAJOR DESIGN CHANOIS, INCLUDING ANY CHANGES THAT MAY BE AFFECTED BY THE FIIQUIRIMINTS OF THESE STANDARD SPECIFICATIONS, SHALL Bl APPROVED BEFORE IMPLEMENTING THE CHANGES IN THE CONSTRUCTION CONTRACT • FAILURE TO RICl!IVE PRIOR APPROVAL MAY RESULT IN TERMINATION OP SERVICE. ,3 RECORD ACCURATELY ON ONE SET OF BLACK AND WHITE PRINTS OF THE IRRIGATION DRAWINGS, ALL CHANGES IN WORK CONSTITUTING DEPARTURES FROM THE OFIIOINAL CONTRACT DRAWINGS, INCLUDING CHANOl!S IN BOTH PRESSURE AND NON•PRESSURS LINE. • 4 UPON COMPLETION OF EACH INCREMENT OF WORK, TRANSFER ALL SUCH INFORMATION AND DIMENSIONS TO THE PRINTS. RECORD CHANGES AND DIMENSIONS IN A LEGIBLE AND PROFESSIONAL MANNER. WHEN THE DRAWINGS ARE APPROVED, TRANSFER ALL INFORMATION TO A SET OF REPRODUCIBLE SEPIA MYLAR DRAWINGS SUPPLIED AT COST BY THI LANDSCAPE ARCHITECT. • 5 DIMENSION FROM TWO PERMANENT POINTS OF RIFIRl!NCE (BUILDINGS, MONUMENTS, SIDEWALKS, CURBS, PAVEMENT). POST INFORMATION ON AS•BUILT DRAWINGS DAY TO DAY AS THE WORK IS INSTALLED. ALL DIMENSIONS NOTED ON DRAWINGS SHALL BE 1/4 INCH IS SIZE. • 6 UPON COMPLETION OF EACH INCREMENT OF WORK, ALL REQUIRED INFORMATION AND DIMENSIONS SHALL Bl! TRANSl'IRRID TO THE RECORD DRAWINGS, FACILITIES AND ITEMS TO BS LOCATED AND VERIFIED ON THE RECORD DRAWINGS. SHOW DIMENSIONAL LOCATION AND DEPTH OF THE FOLLOWING: A, POINT OF CONNECTION B. ROUTING OF IRRIGATION PRESSURE MAINLINES AND ALL SLEEVES (DIMENSION MAXIMUM 10 FEET ALONG ROUTING AND ALL DIRECTIONAL CHANGES.) C. OATE VALVES, D, IRRIGATION CONTROL VALVES E. QUICK COUPLER VALVES F. ROUTING OF CONTROL WIRES G. AUTOMATIC CONTROLLERS H. OTHER RELATED EQUIPMENT (AS DIRECTED BY THE LANDSCAPE ARCHITECT) • 7 MAINTAIN AS•BUILT DRAWINGS ON THE SITI! AT ALL TIMll!S. THESE DRAWINGS ARE SUBJECT TO INSPECTION AT ANYTIME. • 8 MAKE ALL CHANGES TO REPRODUCIBLE DRAWINGS IN INK (NO BALL· POINT PEN). USE ERADICATING PLUID WHEN REDOING DRAWINGS, CHANGES AND DIMENSIONS SHALL BE RECORDED IN A LEGIBLE AND PIIOFISSIONAL MANNER. RECORD CONSTRUCTION DRAWINGS SHALL BE MAINTAINED AT THE JOB-SITE DURING CONSTRUCTION. . 9 THI LANDSCAPE ARCHITECT SHALL PROVIDE A COMPLETE SET OF "AS-BUILT" MYLARS TO THE CITY OF CARLSBAD UPON COMPLETION OF CONSTRUCTION, ONA WILL BE REQUIRED TO TRANSFIR ALL Al· BUILT INFORMATION TO MYLARS, AS•BUILTS SHALL Bl! ON CITY ORIGINAL MYLARS. I. MANUl'ACTURIR WARRANTEl!S (RECEIVED BY AND DATE) J. WRITTEN GUARANTEE BY CONTRACTOR (RECEIVED BY AND DATE) , 2 FORWARD SIGNED AND DATED CHECKLIST TO LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR BEFORE l'INAL ACCEPTANCE 01' PROJECT, 1. a QINJRAL REQYIBIMINJS: 1 .8. 1 CODE REQUIREMENTS SHALL BE THOSE OF STATE AND MUNICIPAL AGENCIES AND REGULATIONS LOCALLY GOVERNING THIS WORK, PROVIDING THAT ANY RIQUIRl!MENTS OF THE DRAWINGS AND SPECIFICATIONS, NOT CONFLICTING THEREWITH BUT EXCEEDING THI! CODI REQUIREMENTS SHALL GOVERN, UNLESS WRITTEN PERMISSION TO THE CONTRARY IS GRANTED BY THE AGENCY. 1.8.2 EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING IN THI AREA DUE TO EXISTING UTILITIES. CONTRACTOR SHALL BI! RESPONSIBLE FOR DAMAGES CAUSED BY HIS OPERATIONS. 1.8,3 CONNl!CTIONS SHALL BE MADE AT APPROXIMATELY THE LOCATIONS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS. 1.8.4 SCALED DIMENSIONS ARI APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, THI CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS, 1,8.5 PLAN LOCATIONS 01' HEADS, VALVES, CONTROLLER AND PIPE LINES ARE DIAGRAMMATIC AND INDICATE THI! SPACING AND RELATIVE LOCATIONS OF ALL INSTALLATIONS, 1.6.8 ALL LINES SHALL HAVE A MINIMUM CLll!ARANCE OF SIX (6) INCHES PROM EACH OTHER, AND FROM LINES OF OTHER TRADES. PARAU.EL LINES SHALL NOT BIi INSTALLED DIRECTLY OVER ONE ANOTHER. 1.8.7 DIELECTRIC BUSHINGS SHALL Bl USl!D IN ANY CONNECTIONS WITH PIPING OF DISSIMILAR METAL MATERIALS. 1,8,8 POINT OF CONNECTION SHALL Bl! APPROXIMATELY AS SHOWN ON DRAWINGS. CONNECT Nl!W UNDERGROUND PIPING AND VALVES AND PROVIDE ALL FLANGES, ADAPTERS OR OTHER NECESSARY FITTINGS FOR CONNECTION. 1.8.9 PERMISSION TO SHUT OFF AN, EXISTING IN•USE WATER LINES MUST Bl OBTAINED 48 HOURS IN ADVANCE, IN WRITING FROM THE OWNER/Dl!VSLOPMINT. THE CONTRACTOR SHALL RECEIVE INBfflUCTIONS FROM THE OWNER/DEVELOPMENT, AS TO THE l!XACT LENGTH OF TIME OF EACH SHUT•OFF. 1 • 8 .1 0 CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS • 1.8, 11 MAINTENANCE. THE ENTIRE IRRIGATION SYSTEM SHALL 111! UNDER FULL AUTOMATIC OPERATION FOR A PERIOD OF 7 DAYS PRIOR TO ANY PLANTING. 1, 7 .2 CONTROLLER CHART 1.8,12 THE WORK SHALL Bl! ACCEPTED IN WRITING WHEN THE ENTll'II $COPE OF WORK HAS BEEN COMPLETED SATISFACTION TO THE OWNER JUDOINO THE WORK. NO ALLOWANCE FOR DEVIATION FROM THE ORIGINAL PLANS AND SPl!CIFICATIDNS WILL BE MADI UNLESS PREVIOUSLY APPROVED BY THE OWNIFI. 1.7.3. 1. 7 .4 .1 AS-BUILT DRAWINGS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR BIFORI CHARTS ARE PREPARED. • 2 PROVIDE ONE CONTROLLER CHART OF THI MAXIMUM SIZE CONTROLLIR DOOR WILL ALLOW, FOR EACH CONT'ROLLIR SUPPLIED, SHOWING THI ARIA COVl!Rl!D BY THAT AUTOMATIC CONTROLLER AND A CORRESPONDING LEGEND OF THE EQUIPMl!NT INSTALLED. ' ' WHIN ANY ITEM APPEARS ON THI! PLAN AND NOT IN THE SPECIFICATIONS, OR IN THI SPECIFICATION S AND NOT ON THI PLANS, IT SHALL BIi CONSIDERED IN BOTH, WHEN CONFLICTS ARISE, THE HIGHEST STANDARDS WILL PREVAIL. THE OWNER OR HIS AUTHORIZED RIPRISINTATIVI SHALL HAVE THE FINAL AUTHORITY ALL ITEMS OF THE PROJECT. . 3 THE CHART SHALL BS A REDUCTION OF THI ACTUAL AS•IUIL T SYSTEM DRAWING. IF THE CONTROLLER SEQUl!NCE 18 NOT LEGIBLE WHEN THE DRAWING IS REDUCED, ENLARGE IT TO A SIZE THAT WILL Bl! READABLE WHEN REDUCED. 1.8.13 SERVICE BY THI CONTRACTOR; .4 CHART SHALL Bl! BLACKLINI! PRINT AND A DIFFIRENT PASTEL TRANSPARENT COLOR USED TO SHOW AREA 01' COVIFIAOE FOR l!ACH STATION. • 5 WHEN COMPLETED AND APPROVED, HERMETICALLY SEAL THE CHART BETWEEN TWO PIECES OF PLASTIC, EACH PIICI! Bl!ING A MINIMUM 2 0 MILS THICK. ,6 CHARTS SHALL Ill COMPLETED AND APPROVED PRIOR TO PINAL INSPECTION OF THE IRRIGATION SYSTEM. OPl!AATlON AND MAINil!NANCI! MANUALS .1 PREPARE AND DELIVER TO THE OWNER WITHIN 10 CALENDAR DAYS PRIOR TO COMPLETION OF CONSTRUCTION, ALL REQUIRED AND NECESSARY DESCRIPTIVE MATERIAL IN COMPLETE DETAIL AND PROPERLY PREPARED IN FOUR (4) INDIVIDUAL BOUND COPIES. DESCRIBE THE MATERIAL INSTALLED IN SUFFICIENT DETAILS TO PERMIT QUALIFIED OPERATING PERSONNEL TO UNDERSTAND, OPERATE AND MAINTAIN ALL EQUIPMENT. INCLUDE SPARE PARTS LIST AND RELATED MANUFACTURER INFORMATION FOR EACH EQUIPMENT ITEM INSTALLED, EACH MANUAL SHALL INCLUDE THI! FOLLOWING: A. INDEX SHl!l!T STATING CONTRACTOR'S ADDRESS AND TILIPHONI NUMBER. B. DURATION OF OUARANTEI PERIOD C. LIST OF EQUIPMENT WITH NAMES AND ADDRESSES OF MANUFACTURER'S LOCAL FIIPRIIE!NTATIVI • D. COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR IIQUIPMINT. .2 IN ADDITION TO THE MAINTENANCE MANUAL$, PROVIDE THI MAINTENANCE PERSONNEL WITH INSTRUCTIONS FOR MAJOR EQUIPMENT AND SHOW WRITTEN EVIDENCE TO THI LANDSCAPE ARCHITECT OR LANDSCAPI! COORDINATOR AT THI CONCLUSION OF THE WORK THAT HIS Sl!RVICI! HAS BIEN RENDl!RID. CHECK UST .1 COMPLETE THE FOLLOWING CHECKLIST AT THE END OF THI ~<.,"+>~ • · OJSJO, _,,,.,,A PROJECT, USING THE FORMAT SHOWN: .~ ,,,...,.., "ea \tltl>S~Af>f ~{~ .. ~, I A. PLUMBING PERMITS (IF NONE REQUIRED, 80 NOTE) ;;; :ti/. ~ j ,... B. MATERIALS APPROVAL '/ C. PRESSURE MAINLINE TEST (BY WHOM AND DATE) ~ D. AS•BUILT DRAWINGS COMPLETED (RECEIVED BY AND DATE) ·,~ E. CONTROLLER CHART COMPLETED (RECEIVED BY AND DATE) J'~ ~ F. MATERIALS FURNISHED (RECEIVED BY AND DATE) 7,,-0 \',~ G, OPERATION AND MAINTENANCE MANUALS FURNISHED (RECEIVED F CAI. THI CONTRACTOR SHALL SERVICE THI! SYSTEM AT THE OWNER'S IIIQUIST DURING THE GUARANTEE PERIOD AND SHALL BE PAID FOR WORK PERFORMED WHICH 18 NOT COVERED BY THE GUARANTEE. IF REQUESTED BY THE OWNER, THE CONTRACTOR SHALL FURNISH THI! OWNER WITH A SCHEDULE OF SERVICE FEE FOR ADDITIONAL WORK REQUESTED OUTSIDE OF THE GUARANTl!E. THE CONTRACTOR SHALL ENGAGE THE SERVICES OF A PROFESSIONAL WATER MANAGEMENT COMPANY APPROVED BY THE IRRIGATION DESIGNER TO PROVIDE SUPPORT SERVICES FOR THE FOLLOWING IRRIGATION EQUIPMENT: EXCESS FLOW SENSING AUTO-RAIN SHUT OFF AND CALIBRATING SENSORS FOR EXCESS PLOW. INSPECT AND TEST CONTROLLERS AND GROUND FAULT. PROVIDE TECHNICAL SUPPORT ON THE JOB SITE AS REQUESTED BY CONTRACTOR FOR CONTROLLERS, EXCESS FLOW SENSING AND AUTO• RAIN SHUT OFF SENSING SYSTEMS. TRAINING IN OPERATION OP ALL IOUIPMENT, FIVE VIAR LIMITED FIELO SERVICE WARRANTY FOR CONTROLLERS AGAINST ORIGINAL Dl!FE!CTS IN MATERIALS AND WORKMANSHIP. WARRANTY SHALL BE PROVIDED IN WRITING, AVAILABLE THROUGH HYDROSCAPE PRODUCTS • STl!VE MCCLEAN (619) 560-1600, J.N.-#98-047 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" RLA-----EXP,---- REVIEWED BY: DATE BY AND DATE) H. SYSTEM AND EQUIPMENT OPERATION INSTRUCTIONS (RECEIVED EXP, DATE 3-31 -99 [NSPECTOR DATE BY AND DATE) r-,--T---------------7--T--,--7r--,;:::::==:;:;::::::;:;::;;:;:_;:;:=~:;_:::~::;::;~~::;;;_:::;::;~:,;:,::;=.~~, 1----4-------,1------------+--+---+---+------il sHIElET I CITY OF CARLSBAD , • ;=::::::::::~:::::::::::::P::LA::N:::N::I N::G::O::E:::PA::R::T::ME::N=T::::::::::::::::'...:::='-"==: . I RANCHO ENTRY CARRILLO AREAS APPROVED\,~ / 9-a;« ASSISTANT PLANNING DIRECTOR DATE Lanu••P• Aroblteotur• • Plu,nln1 1----+------1-------------------+...,.. ....... -+-,,,.,,,_+-,,.,.,,,,-1""'",.,,.,,-,-i nWN 11Y: ____ 1 PROJECT NO, DRAWING NO. La Jolla Centre II DATE INITIAL DATE INITIAL DATE INITIAL .... 9815 To,rne Centro Drl«, SQ\te 340 REVIS I ON DES R PT I ON CRHVKWOD BBYY:,---1 IV\!\ \~f'l f't-) '2 ••n Die1<1, CA 82121-<looa I tE:'.':NG:'.l:'.'.NE:E:R _':'.OF~WO~Rl(~-.;_ _______ c __ 1 _____ _j_D~T~HE:'.;R'..;A~P'.:_'.PR~OV:'.AL~_:C~l~TY~AP:PR:O~VA~L~~=====~=~I::::!: 1 IT'~::;·•~•~'-=·l"~::;::::::;!:;:::,:::::"=C.=-::Cj:::t-1:::::J 818,1160,1576 • Fn 55D,1080 I. b ' ...Q 3 PART 2 -PRODUCTI 2.1 MATIIIIALI: ALL MATIIIIALI AND IQUIPMINT UIID IN SPIIINKLl!II IIIIIIQATION WORK SHALL Bl NIW AND WITHOUT l'LAWS 011 Dl!l'ICTS AND 01' QUALITY AND Pllll'OIIMANCI AS SPICIFIID. 2,1,1 PIPING: PIPI SIZl!I SHOWN AIII NOMINAL INSIDI DIAMITIR UNLISS OTHIRWIII NOTED. . 1 eQLYYINYL C:HLQRIQI PIPI(' lblRTUNI") PQR NQN•PQTAQLI! WATER: (1) PVC PLASTIC PIIIISUIII LINES: 1'011 PIPING UPSTREAM OF RIMOTI CONTROL VALVEI AND QUICK COUPLERS. ALL FOUR (4) INCH AND IMALLIII IHAU. a■ PURPLE COLORED PVC MIITING A8TM•1714, TYPII I, Gl'IAOI PVC•1120, CELL CLASS 12148. PIPE, AITM 2241 1'011 IDII CLASI PIPE, ASTM 2872 1'011 "ALERTLINE". PMMUBI MAINLtNI; 1-1/2" AND SMALLIR PIPI •SCHIDULI 40 PVC 2" AND LAIIQIII PIPI • CLAII 311 PVC, IDll•11,I tlON·PFIIIIUBI LATlflAL: ALL NON-PIIIIIURI PIPI • CLAIS 200 PVC PIPE IYPI I, ABADI I PVC PIP ■; OUTSIDE DIAMITIR 01' P1PI IHALL Bl THI! SAMI AS IRON PIPII, PIPI IHALL 81 MARKID ON TWO IIDIS 01' THE PIPE AT 24" INTIIIVALI WITH "CAUTION RICLAIMID WATIII," SCHEDULI 4 0 PIPI SHALL NOT H THIIIAOID. IOI.VINT SHALL 81 AS SUPPLIED ay PIPI MANUl'ACTUIIIR. PIPI SHALL Bl PURPLE IN COLOII. 2. 1.2 PIIIlfffll NII CQHHICDQNI; , 1 l'ITTINQI l'OR PVC PIPI l'OUR (4) INCHIII AND LAIIGIII: THI COUPLING SHALL Bl AN INTIQIIAL PART OF THI! PIPE BARREL. IT SHALL CONIIIT OF A THICKltlllD IICTION WHICH HAS AN EXPANDED BILL WITH GROOVE TO lll!TAIN A IIUIIIR SEALING RING OF UNIFORM CROWW SECTION. l"ITTINQS 8HALL Bl JOHNS•MANVILLl!II RING TITE PVC l'ITTING, PACIFIC WIISTIIIN OR IQUAL. .2 POLYVINYL CHLOIIIOI PIPE FITTINGS AND CONNECTIONS: TYPE II, QRADI 1, SCHEDULE 40, HIGH IMPACT MOLDED l"ITTINQS, MANUFACTURED PROM VIRGIN COMPOUNDS AS IPl!CIFIED FOR PIPINQ, TAPIHID IOCKIT 011 MOLDIII THRIAD TYPE, SUITABLI! FOR IITHl!R IOLVl!NT WILD OR ICIIIWIIO CONNECTIONS. MACHINE .THREADED l'ITTINGS AND PLASTIC IADOLI AND FLANOI! l'ITTINGI ARE NOT ACCIPTAILE, l'UMIIH ffl'TINQS PIIIMANINTLY MARKED WITH FOLLOWING INFORMATION: NOMINAL PIPE 81%1, TYPE AND ICHEDULI! Of MATERIAL, AND NATIONAL SANITATION FOUNDATION (N8F) SIAL Of APPROVAL. PVC FITTING IHALL CONl'OIIM TO ASTM D24t4 AND D2411t, 2.1.3 B11181; .1 ALL IPRINKLIII HIADI SHALL HAVI 11111111 AND SWING JOINT8 A8 8HOWN IN THI DETAIL DRAWINOI. ALL 11111111 AND IWING JOINTS SHALL USI MAIILEX flTTINQI AND SCHIDULI 80 PVC 11181111 OR NIPPLIS. 2.1.4 flTJIMQI: , 1 PITTINQS, IN GINIRAL, POii ALL INSTALLATIONS SHALL BI CONIIDl!IIID INCIDENTAL TO THI CONTRACT PIIICII AND SHALL BI! THI CONTRACTOll'I 1118PON8191LITY TO PROVIDI ALL OF REQUIRED PITTINQI TO COMPLIITI THI CONTRACT. . :t ALL l'ITTINOI POii PIPI THMI (3) INCHIS AND INALLIII SHALL BI ICHIDULI 40 .3 ALL TIii FOIi THI INSTALLATION OP SWING JOINTS WILL Bl! INITALLID WITH DURA, LAICO TIE OR l!QUAL. 2. 1. I AUTQM:ITIC QQNTRQb WQI I; .1 ELECTRIC WlfllNQ RUNNING l'IIOM CONTIIOLLIR TO THI AUTOMATIC CONTROL VALVl!I IHALL II NO. 14 SOLID, IINGLI CONDUCTOR, COPPEii WIRI!, 4/114 INCH IN8ULATION, 4/14 INCH NIOPRINI JACKET, 8TYLI 811 (DIRICT BUll14'L). OIi EQUAL, COLOR CODI WIIIIS TO EACH CONTROLLIII, COMMON WIii■ SHALL Bl WHITI N0.14 SOLID, SINGLE CONDUCTOR WIRE, 41114 lfilCH INSULATION, 4/84 INCH NIOPRINI! JACKET, ITYLI 811 (DIIIICT BURIAL ) 011 EQUAL • 2.1.1 RIUOTI CONTIIOL VALYD, ILICtftlCAL .1 THI ELICTRIC IIIMOTI cotCTIIOL VALVll(PRIIIURI REGULATING) 8HALL 81 OP THI ITYLI ANO MANUl'ACTUIIII SHOWN ON THI DRAWINGS, OIi APPROYID IQUAL, AND INITAU.ID PIR DITAILED DRAWINGS AND MANUl'ACTUflllll'I RICOMIIINDATION. . 2 VALVII SHALL 81 INITALLID A MtNIMUM 01' 8" PROM ALL PIXED OBJICTS AND 12" APART PROM EACH OTHER .. 2.1.7 Y6bYI IQX; • 1 ALL VALVII INCLUDING PIIIHURI IIIQULATING VALVIS, MA8TIR VALVII, FIIMOTI CONTROL VALVII, GATI VALVES, ANO QUICK COUPLIIR VALVII IHALL H INITALLIO IN SUITABLI VALVI BOXES Al IHOWN IN DITAU.I, ALL SHALL 81 MARKl!D "PIIV",'MY","IICV","OV", 011 "DI'" IIIIPICTIVELY WITH STATION NUMallll l'OII CONTROL VALYII IMIOIIIO ON THI! VALVI COVIii. ALL SHALL ITATE "RICLAIMIID WATIII" IN ENGLISH AND SPAN18H. (IICV BOXES SHALL HAVE LOCKING COVEFII) OTHIII BOXIS SUCH Al PULL ROXII, ITC. &HALL Bl MAIIKID ACCORDINGLY. VALVE BOXl!I SHALL Bl PURPLE IN COLOR. 2.1.e SPftlNJL■R HlfQ; • 1 SPRINKLER HIADI IHALL H Al RIQUIRID ON THI DFIAWINGI OORIIY APPIIOVID EQUAL. ALL 8PlltNKLIR HBADS ARI TO HAVE l'ACT BUILT IN CHICK VALVES 011 A CHICK VALVE UNDER EACH Hl!AD, SPIIINKLIR HIADI IHALL HAVE A FACTORY COLORED "PURPLE RECLAIMED WATl!R" DESIGNATION AS A PART OF THI SPRINKLER OR IF NOT AVAILABLE Bl PAINTID PURPLE A8 DIIIICTED BY THI! CITY OP CARLSBAD, 2.1.1 14bb VALVII; .1 BALL VALVI! TWO (2") INCH IIZI AND SMALLER SHALL MS!TIITGASTTMO STANDARDS WITH IIALI WHICH ARI IILI' ADJU N COMPINIATI WEAR. BALL VALVII SHALL HAVI! MOLDED MICRO• FINISH BALL WITH LOW TORQUE IIEQUIIIIMINTS TO OPERATE UNIT MANUALLY. BALL VALVI SHALL HAVE A PATENTED FEATURE "PAI• LOADIO" STEM SIAL AND IMPACT RESISTANT HANDLES. • 2 BALL VALVIS (2·112) INCH SID TO (4} INCH SIZE SHALL HAVE DCUl'LB UNION WITH ONE IND BLOCKID WHICH PREVENTS BALL PROM BEING BLOWN OUT UNDER PIIIISUAI, BALL SBATS ARE TEFLON TO INSURE! EASE 01' OPl!IIATION. IND CONNECTOR CARIIIEFI AND ST&M "0' RING AIII IIPDM OR VITON. 2.1.1 O CONCIIIITE FOOTINGS IHALL 81 2,000 PSI CONCIIITI AT 21 DAYS. 2. 1. 11 BACKl'lt.L SHALL 81 CLEAN P:ILL IOIL WITH NO IIOCKI Oft CLOO 1/2' 0 A LARGIR, 2. 1 . 12 WAIINJNQ IAPI! ; • 1 IHALL Bl PLASTIC TAPE PREPARED WITH INILVIRll•-PLRAIN1MT~NDQWOANT~ AR PUIIPLI! FIELD HAVING THI WORDS, "CAUTIO ;sv RF blHI ■■LOW" • THI OVERALL WIDTH SHALL Ill 3 INCHES, . 2 WARNING (CAUTION) TAPE SHALL Bl MANUFACTURED BY THOR l!NTIIIPIIISI!, INC., P.O. BOX 450 SUN PRAIRIE, WISCONSIN, 53590, (PHONI: (eot) 837•7197) 2. 1 . 13 WARNING LABELS & SIGNS ; SHALL BE APPAOVl!D BY THE DISTRICT ENGINEER TO BE INSTALLED ON DESIGNATED FACILITIES. FACILITIES SUCH AS CONTROLLER ENCLOSURE AS Dl!IIGNATED BY THE DISTRICT l!NGINIER OR INSPECTOR. SEE COVER SHEET FOR ADDITIONAL REQUIREMENTS. 2.1.14 WARNING TAOS; ALL RECLAIMED WATER SPRINKLER CONTROLS VALVES SHALL BE TAGGED WITH IDENTIP'ICATION TAGS. SEE COVER SHEET FOR ADDITIONAL Rl!QUIIIEMENTS • 2.1.1 S CONTRACTOR SHALL PROVIDE TO THI OWNER: .1 THREE (3) CONTROL VALVE KEYS. • 2 FOUR (41 WRENCH!& FOFI REMOVING EACH DIFFERENT TYPE OF SPRINKLER HEAD. • 3 TWO (2) 48" TIE WRENCHES FOR OPERATING BALL VALVES. • 4 FIVE (I IA.) QUICK COUPLER KEYS AND FIVE (5 l!A.) HOSE BIB ASSEMBLIES (POTABLE & NON•POTABLII). PART a · l!XICYIIQN 3 .1 GENERAL Rl!QUIRIMENTS: 3.1.1 LOCATIONS ON DRAWINGS ARI DIAGRAMMATIC AND APPROXIMATE ONLY, AND SHALL BE CHANGED AND ADJUSTED AS NECESSARY AS DIRECTED TO Ml!IT EXISTING CONDITIONS AND OBTAIN COMPLETE WATER COVl!RAGE. LOCATE! AND STAKE ALL WORK AND OBTAIN APPROVAL OF THE AFICHITECT BEFORE INSTALLATIONS. 3.1.2 INSTALL AND IXTIND SYSTEM A8 SHOWN ON THI DRAWINGS, AND AS NECISSAIIY TO CARRY OUT THI INTENT OF THE DRAWINGS AND SPECIFICATIONS. 3, 1.3 LOCATI! LINl!S, VALVES AND OTHER UNDERGROUND UTILITIES AND RECEIVE THE APPROVAL OF THE ARCHITECT BEFORE DIGGING TRENCHES. 3.1.4 lll!Fl!R TO THE CITY 01' CARLSBAD STANDARDS FOR R!CLAIMED PIPI! INSTALLATION. ALL CITY 01' CARLSBAD STANDARDS TAKE PRECEDENCE OVER PLANS AND SPIICIPICATIONS FOR THE PROJECT UNLl!SS NOTl!D AND APPROVED. 3.2 INSTALLATION OF IRRIGATION SYSTEM: 3.2.1 EXCAVATION AND BACKflbLINO OF TRl!NCHIS; .1 EXCAVATE TRENCHES, PREPARE SUBGRADII, AND BACKFILL TO LINI! AND GRADE WITH SUPPICll!NT ROOM FOR PIPE FITTINGS, TESTING AND INSPECTING OPIFIATIONS, DO NOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJl!CTl!D TO A HYDROSTATIC TEST AS SPECIFIED. • 2 PIPIH QI' TRI NCH: POLYVINYL CHLORIDE PIIISSURI LINE (Ll!SS THAN 3") PAISSUFII! MAINLINES ( 3' ANO UP ro 5 1/2") POLYVINYL CHLORIOI! NON·PRl!SSURI LINE CONTROL WIRE 18" MINIMUM 24" MINIMUM 12" MINIMUM 24" MINIMUM ,3 TRENCHING THRQUOH ARIAS WHIRi! IQPIQlb HAS BEEN $PRl!AD: (1) Ol!POSIT TOPSOIL ON ONE SIDI! OF Tlll!NCH AND SUBSOIL ON OPPOSITE SIDI!. • 4 SUBSOIL SHALL Bl 1'1111 01' ALL ROCKS AND CLODS 1/2 INCH IN DIAMl!TER, DEBRIS, AND LITTl!R, PRIOR TO use AS BACKFILL WHERE SO INDICATED ON DETAIL. • 5 lll!PAIII ANY Ll!AKS AND IIIIPLACl!i ALL DIFl!CTIVI! PIPE OR FITTINGS UNTIL LINl!S Ml!IIT Tl!ST Rl!QUllll!Ml!NTS. DO NOT COVER ANY LINIIS UNTIL THl!Y HAVE BIEN INSPICTl!D AND APPROVED FOR TIGHTNESS, QUALITY OF WORKMANSHIP AND MATl!IIIALS. • 8 BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE ANO APPROVED MATERIAL, TAMPING SOIL AROUND PIPE AND THOROUGHLY COMPACTING ALL TRENCH FILLS UNTIL 90% COMPACTION HAS BIEN ACHll!Vl!D. • 7 BACKFILL MATl!IIIAL SHALL BE AN APPROVED SOIL, FREI! FROM ROCKS AND CLODS 1/2" AND LARGER. • 8 CONTRACTOR SHALL NOT INSTALL PIPI! ACROSS CONCRETE DRAINAGE SWALI!. CONTRACTOR SHALL JACK OR BORE UNDER SWALE TYPICAL. 3.2.2 UNQl!B EXISTING AND /QR PROPOSED PAYl!MENJ 3.2.3 .1 TIIENCHl!S LOCATl!O UNDER AIIIAS WHIRi PAVING, ASPHALTIC CONCRITI OR CONCRITII WILL Bl! INSTALLED SHALL Bl! BACKFILLED WITH CLEAN FILL SOIL, IN A SLlll!VI! AND COMPACTED IN LAYERS TO 91% COMPACTION, UIINQ MANUAL OR MICHANICAL TAMPING DEVICES, TFIINCHII FOIi PIPING WHICH ARE NOT UNDER PAVING SHALL Bl COMPACTED TO EQUAL COMPACTION OF THI! EXISTING ADJACENT UNDISTURBED SOIL AND SHALL Ill LIFT FLUSH WITH THI ADJOINING GIIADI!. THI IRRIGATION CONTRACTOR SHALL SET IN PLACE, CAP AND Plll!SSURI! TEST ALL PIPING UNDER PAVING PRIOR TO PAVING WORK. , 2 PIPING UNDER EXISTING PAVEMENT MAY 81 INITALLl!D BY JACKING, BORING, OR HYDRAULIC DRIVING. HOWEVl!R, NO HYDRAULIC DRIVING WILL Bl! Pl!IIMITTID UNDER ASPHALT PAVING. • 3 PROVIDE FOR A MINIMUM COVER· 01' 18 INCHl!S BETWl!l!N TH I TOP OF THE l"IPI! AND THI BOTTOM OF THI! AGGREGATE BASE FOIi ALL PRESSURE AND NON PRESSUFII PIPING INSTALLED UNDER ASPHALTIC CONCRETE PAVING • • 4 Sl!CUIII! Pl!FIMISIION FIIOM THE vWNIII/OEVl!LOPMENT BEFOlll!i CUTTING OR BREAKING EXISTING PAVEMENT. ALL NECESSARY REPAIRS AND AEPLACIMIINTS SHALL Bl! APPROVED BY OWNl!R/Dl!Vl!LOPMl!NT, AND SHALL Bl! AT NO ADDITIONAL COST TO OWNER/DEVELOPMENT. INSJALL.IJION Of PAbYYINYL CHbQBIQE PIPE: . 1 BECAUSE OF THI NATURI! OF PLASTIC PIPE AND FITTINGS, EXERCISE CAUTION IN HANDLING, LOADtNG AND STORING, TO AVOID DAMAGE. • 2 THE PIPE AND FITTINGS SHALL BE STORl!D UNDl!R COVER UNTIL USED, AND SHALL Ill TRANSPORTED IN A VEHICLE! WITH A BED LONG ENOUGH TO ALLOW THI! LENGTH OF PIPE TO LAV FLAT SO AS NOT TO BE SUBJECTED TO UNDUI! SENDING OR CONCl!NTRATED EXTERNAL LOAD AT ANY POINT • • 3 ANY PIPI! THAT HAS BIEN DENTED OR DAMAGED SHALL BI! DISCARDED UNTIL SUCH DENTED OR DAMAGED SECTION IS CUT AND IIIJOINID WITH A COUPLING. • 4 TIIINCH DEPTH SHALL BE AS SPECIFIED ABOVE PROM THE FINIIH GRADE TO THE TOP OF THE PIPE. THI BOTTOM OF THE TRBNCH SHALL BE FRIE OF ROCKS, CLODS, AND OTHER SHARP•EDGED OBJECTS. .S PIPII INDS AND FITTINGS SHALL BE WIPED WITH MEK, OR EQUAL, Bl!FORI! WELDING SOLVENT IS APPLIED. WILDED JOINTS SHALL BE GIVEN A MINIMUM OP 1S MINUTES TO SET BEFORE MOVING OR HANDLING. ALL Fll!LD CUTS SHALL 81! BEVELED TO REMOVE BURRS AND EXCESS Bl!l'ORE FITTING AND BLUING TOGETHER, I .6 PIPI SHALL BS SNAKED FROM SIDll•TO•SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. • 7 CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND SLIPPING UNDER PRl!SSUAE. LEAVE JOINTS l!XPOSED FOR INSPECTION DURING TIISTING. . 8 NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTIONS HAVI! BEIN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT Wl!LD SETTING AND CURING. • 9 PLASTIC TO MITAL JOINTS SHALL Bl! MADE WITH PLASTIC MALE ADAPT!RS, MITAL NIPPLE HAND TIGHTENED, PLUS ONE TUAN WITH A STRAP WRENCH. .10 PLASTIC TO PLASTIC JOINTS: SOLVl!NT•Wl!!LD, USING SOLVENT RECOMMl!NDl!D BY PIFII MANUFACTURER ONLY. .11 SOLVINT•WILD JOINTS: ASSEMBLE PEA MANUl'ACTUIIEll'S RECOMMENDATION. • 1 2 ALL PRESSURE PIPE 3" OR LARGER SHALL HAVE THE CORRECT SIZED CONCRITI! THRUST BLOCK INSTALLED AT EVERY ABRUPT CHANGE 01' ALIGNMENT; AT GATE VALV!S, TIES, l!LBOWS, CROSSES AND ENDS OF PIPE RUNS; OR WHEREVER THI CITY E!NGINIIEII DEl!MS ONE TO BE NECESSARY. THRUST BLOCKS SHALL Bl! INSTALLED AS PIA DETAIL. 3,2.5 REMOTE CONTROL WIRING: .1 DIRECT SURIAL CONTROL WIRE SIZES: AS SHOWN AND SPl!CIFIED HEREIN BEFORE, .2 PROVIDE ONE CONTROL WIRE AND ONI! COMMON GROUND WIRE TO SERVICE EACH VALVE IN SYSTEM, PROV_IDE 4-POOT MINIMUM EXPANSION LOOP AT EACH VALVE TO PEFIMIT. lll!MOVAL AND MAINTENANCE OF VALVES. • 3 INSTALL CONTROL WIIIIS AT LIIAST 24" BELOW PINISH GRADE AND MINIMUM OF 4" FROM ANY PIPE OR FlmNGS EXCEPT. AS TERMINAL POINTS. • 4 INSTALL CONTROL WIRES AND IRRIGATION PIPING IN COMMON TRENCHES WHEREVER POSSIBLE. • 5 CONTROL WIRE SPLICES: ALLOW ONLY ON RUNS OF MORE THAN 300 FEET, SPLICES AS FOLLOWS: (1) STRIP OFF MINIMUM OF 2·1/2 INCHl!S OF INSULATION FROM EACH WIRE. (2) CONNECTING AND SPLICING OF WIRE! AT THE VALVl!S SHALL BI MADE USING DRl•SPLICI! SPLICES. CONTRACTOR SHALL REFER TO Dlll•SPLICI! INSTALLATION PROCEDURES. NO OTHER SPLICES WILL BE ALLOWED. 3.2.6 AUTOMATIC CONTROLLER; • 1 CONNECTIONS TO CONTIIOL WIRING SHALL SE MADI WITHIN THI Pl!DESTAL OF THI CONTROLLER. ALL WIRE SHALL FOLLOW THI! PRESSURE MAIN IN SO FAR AS POSSIBLE. • 2 ELECTRICAL WIRING SHALL Bl IN A RIGID PVC PLASTIC CONDUIT FROM CONTROLLER TO ELECTFIICAL OUTLET. A CERTIFIED ELECTRICAL CONTFIACTOR SHALL BE RESPONSIBLE FOR INITALLING ALL WIRING TO THE SUB-PANl!LS, CLOCKS, OIi ELSl!WHERI AS REQUIRED, IN ORDER TO COMPLETI! THIS INSTALLATION, A DISCONNECT SWITCH SHALL Bl! INCLUDED. 3.2. 7 VALVES; .1 ALL VALVES SHALL Ill INSTALLl!D AS SHOWN IN THI! DETAILS AND IN ACCORDANCI! WITH MANUFACTUFIEA'S AECOMMINDATION8 AND AS Al!QUIRED BY THI! CITY OF CARLSBAD FOR IDENTIFICATION, PER Rl!CLAIMED WATl!R STANDARDS, IF USED. • 2 INSTALL EACH CONTROL VALVE IN A SEPARATE! VALVE IIOX WITH A MINIMUM OF 12" Sl!PAAATION BETWEEN VALVES AND 8" l'AOM ANY FIXl!D OBJECT OR STRUCTURI!. 3.2.8 VALVE BOX; , 1 INSTALL VALVI! BOXES AS SHOWN ON DETAIL, INSTALL NO MOR! THAN ONE VALVE PER BOX. VALVE BOXES INSTALLED Nl!AR WALKS SHALL ABUT FROM THOSE! ITl!MS AND THE TOP SURFACES SHALL BI FLUSH WITH ITEMS LISTED ABOVE . • 2 ALL BOXl!S ARI TO Bl MARKED AS TO THE TYPE OP VALVE, CONTROL STATION NUMBER IF APPLICABLE AND IDENTIFIED AS REQUIRED, Pl!R Rl!CLAIMl!D STANDARDS. 3.2.s SPRINKLER HEADS; .1 ALL SPRINKLER HEADS SHALL BE INSTALLED AS Pl!II DETAILS SHOWN, • 2 NOZZLE SIZE OF ALL HEADS SHALL Bl! ADJUSTED TO IUIT ANY PAIITICULAII CONDITIONS OF THI! AREA. THIS SHALL Bl DONE AFTER THE SYSTEM HAS BEIEN THOROUGHLY TESTED, IMMEDIATELY AFTER WRITTEN NOTIFICATION BY THE ARCHITECT TO DO SO. 3.2.10 GAIE VALVES I RALL VALVES: • 1 INSTALL WHERE SHOWN AS Dl!TAILED. EXP. DATE 3-31-99 3.2.11 WARN(NQ TAPE; WARNINQ TAPES SHALL Bl! INSTALLl!D DIRECTLY ON TOP OF THI! PIPE LONGITUDINALLY AND SHALL BE CENTl!lll!D. THE WARNING TAPI! SHALL BE INSTALLED CONTINUOUSLY FOR THE ENTIRE LENGTH OF THI! PIPE AND SHALL Bl PASTINl!D TO EACH PIPE LENGTH BY PLASTIC TAPE BANDl!D AROUND THE PIPI! WITH FASTENERS NO MORE THAN 5 Fl!IT APART. TAPING ATTACHED TO THE SECTIONS OF PIPE BEFORE LAYING IN THI! TRENCH SHALL HAVE FLAPS SUFFICIENT FOR CONTINUOUS COVERAGI!. ALL RISERS BETWl!IN THE MAINLINI! AND CONTROL VALVES SHALL Bl! INSTALLED WITH NAIININQ TAPE. A SECOND WARNING TAPE RUNNING CONTINUOUSLY ABOVE PIPING TO BE INSTALLED 12 INCHES ABOVE RECLAIMl!D WATER LINE. 3.2.12 WARNJN9 LABELS & SIQN: INSTALL WHIRi SHOWN AS Dl!TAILED 3,2.13 WARNING TAQS: 3.3 INSTALL WHIRi SHOWN AS DITAILl!D CLIAN•UP: AS PROJECT PIIOGRl!SSl!S, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. Al'TIII COMPLETION OP THE PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK. HI! SHALL SWl!IP AND CLl!AN ALL SIDEWALKS, ASPHALT, AND CONCR!TI ARIAS ADJACl!NT TO THI PLANTINGS. J.N.-#98-047 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" RLA-----EXP,---- REVIEWED BY: INSPECTOR DATE DATE I --+--+--------t---i------r--i--,I SHI~ I CITY OF CARLSBAD ~ r-:==V:::::=..:======P::L::AN:::N:::l:::NG:::::::DE::P::AR::T=ME::N::T===:=...:~==::; - - Lu1.dac-ape Ar<:lait•<it.Ul'G • Ple.u:abtt.s La Jolle. Centre U 92156 Towne Centre Dri"•• Suite 340 San Dieao_, CA 88121•8002 fH9.G60,187Ci • Fax G50,US80 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION APPROVED V RANCHO ENTRY ASSISTANT PLANNING DIRECTOR CARRILLO AREAS I''"" 01: ----11 PROJECT NO. DATE INITIAL DATE INITIAL CHKO BY: 1-=-0C..CTH-=-ER_A .... P-PR-OV_AL __ C_IT_Y -AP~P-RO-VA-L-1 RVWO BY: ---1 ffi~ \:¾°) SF) DRAWING NO • 3G.I: -'lrvi 3 • ~ LOT86 ~ 443.8 -........ ____ _ · l'!i O,A.., ENTRY 'lREA NO. 1 {VILLAGES 'C' & 'D'). ! I ,A\.b. AZ-~ 0 ~ ,t..,-r. f(,,q,. o,t\. \ ,, PALOMAR AIRPORT ROAD ---ti------ I ' 0 Q z -I~ > 0 w : .q 5~ 14 !:>~ 1z.il;ic, \~ ~'ftrr~ ~ ~ ' LOT 218 LOT 157 w \ 421.5 I-468.0 z :5 T \ 3 0 > 0 w l / u, exi5fll'4 c( -ro ~Ii a.. \l I fo .' Aw, "'1i2-, '!i1 • 5C.,-"-1..- Al,01~ 42 32 ':, ~ -----------33 ------,· RANCHO BRAVADO ENTRY AREA NO. 2 (VILLAGE 'E') ------ ( ~I½.~- ,z.-\2' p,,:f', (~vii.I.,, ,l",14,f LOT 171 441.11 f-ld p,,,i', .,) '2-1 '711<, S~L- -/,.., ATf, 5 "rAI.-, Cl A\.,i?, ~- e:>.:.,"-1.-- LJf u 10 0 5 10 20 ---• ! GRAPHIC SCALE IN FEET: 1'=10'-11:' J. N. -#98-047 11 AS BU IL T 11 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE RLA ___ ExP. __ _ DATE LOCATION OF PLANTING 1--::-:REC'."'.Vc:".I E:-:'.W:::".ED:-=-BY:-:--:---------; AREAS INSPECTOR DATE ~ CITY OF CARLSBAD ~ 1---!--+-------------t---i---r---r-1 ~ PLANNING DEPARTMENT ~ l--+--+-------------t---i---r---r-71:::P=LA=N:::Tl~NG~P::::LA77N~F:;.OR:=: ================:::::.:====; APPROVED RANCHO CARRILLO ENTRY AREAS WN Y: I PROJECT NO. I DRAWING NO. Le.1114-cap• ArobU.e,ct.ur• • Pl•DJ1.ina O T" INITIAL DATE IN[TJAL Lo loll• Centro II DATE ' INIT!AL · A L CHKD BY: ~ -:, (.' _o, 9285TowneConlreDrln,8ulloS,!O REVISION DESCRIPTION RVWD BY·---i <V\0\'l.n r'\ ;:, " , s.n D1010, CA ea111-aooa I EEN~G~INE~ER~OF~WO~R~K _ _:_~.:..:.=~-=~:......:~ __ _j_'.O~TH'.:'.ER'._'.A~PP:'.'.'.RO~YA'.'.:_L i_:C~ITY:_:A~Pl'fl~O~V/>~I..::::=::::::::'===:.:=:::' '::::::: 'L:=~J::;:~~=!r::::J~~=====..l e19,56D,l5'i'5 • Fox 650.1580 L I I I ! i ' ~-----------------------------------------------------------------............................................. -~,,-, ... ,. ·•· 31 r ----- "'• I LOT 106 3".7 ------- ENTRY AREA NO. 3 (VILLAGE 'K') . / ( 37 . --1'--~-. -----I RANCHO l;IRAVADO I I w ... z 1! c( > C) w U) ... cC Q. • - OT106 395.1 LOT1 324.0 ~'2-ALo. 61"(, '6r'L, 4Ct> ALO W~. S'~. I 10.C, ~ OVI. I I 6iAI--· I t¾V '5.tJ.I:! I ·. l!74AL-. '· 9°10.C. w.=~~~---- i. '(!S I ' .v ?~L. IN PL,••l-l"fl::Jt ISOWL-6 (1~) 1 '5~. ~ '•-rt', • ~ 6f ,.i.\,., 11 - ENTRY AREA NO. 4 (VILLAGE 'P') Lam.•aape, Arohlt•ot.un • Plaxu:i.lna Le ,lolla C.Atre II 8865 Towne Centre Drln1 8u.tte 340 hu »1410, CA 9111at•800II 9.ll,&e0.115?6 • Fa:r H0,1180 0 ~ 0 0 0 w en 1f . YI,:'.. 71 56fAI.-, .~. ~;, 6fAL., ' :2'10.c. I t:,Al.-. I '56\".i.l..-' 12- ,;~ I '5 c,,rAi., ATr. l,t?, ~~- ~. LOT57 317.4 • ..--..... lMIJL.fl) MELROSE DRIVE I ' • • -- l € (J "AS BUILT" ~ . SW1 t,e c.; -~APPROVED FOR PLANTING ,-.; ii# .,/ ,_ \ AND IRRIGATION ONLY, J N #98 047 1 ~il\ f~"/) INCLUDING PRECISE DATE RLA EXP. 0 0 5 10 20~ 4?""° -LOCATION OF PLANTING REVJEWED BY: · OF Cl\.\' AREAS GRAPHIC SCALE IN FEET11'•10'·0' EXP. DATE f·•f•4'I INSPECTOR DATE ~[j.-..1" , . . • . II I sw I CITY OF CARLSBAD ~ ., ,, ,, r, . PLANNING DEPARTMENT (p PLANTING PLAN FOR: . RANCHO CARRILLO ENTRY AREAS APPROVED I ~ ~ 9-Zk:(Z ASSISTANT PLANNING DIRECTOR DATE Ul!N BY: I PR;: NO. I ORAWJNG NO. DATE INITIAL DATE INITIAL DATE INITIAL REVISION DESCRIPTION CHKD BY: ENGINEER OF WORK OTHER APPflOVAL C !TY APPROVAL RVWD BY: 1!'1£ ~ C'.\ ((2 3, G.-qM , I I i I • LOT254 418,1 ~J ls,j:;llf' I o/ . -----t::::_,__, ____ ' a ------- ' LOT 124 406.8 , ENTRY AREA NO. ·5 (VILLAGE 'F') . I ,,__ ___ .:::-.,,J I . , .,,.----... ,-_, II(' ·~, z I I I I 44 i RANCHO BRAVADO -----\ 01-------- w (I) : I I ~ I I I r 11 11 ~ I i ! - tJ.. z . '?c,,ps.[. , Io -1 c-r,.1.1.,., 1211 O,C.. I t;,JL, e'' .c. 4"~ ~ 5~, LOT 233 409;7 1 ~~. flTII C.ltfl 415 -I '2Ji- 54AL-. I ?~. 1811 0.e,. LOT 353 L.At:5 408.6 I ~v,, I • "I Cx'-1.• t l.(,pl>i-rerz.~ ~ I I e>. Ovl L.A . .. ~ ""..,... ........ Ii: I l!Jlllle I !vb. i"P;l;. At.o.%1::'., ,AJ.,O :::rfl'... 611':'., AA~ ~ Al,~. -,!QT. ~-Sl"'t-,11"1,.-;;,1-,o,.t W/ 1.,Ati. MON@ 21>10.C-. I 4AL. 10 • 0 5 10 20 -- GRAPHIC SCALE IN FEET: 1'=10'-0' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS J,N.-#98-047 "AS BUIL T 11 DATE RLA EXP, REVIEWED BY: INSPECTOR DATE 1--1-----1---t!!!.!b.MJ-.__~---... ---=.__•!!!!!e.._r:::~==---t:t=_ -=r:.i--=-=i._r=-=--1t-=-~j-r,::I ::::::;::::::1 ::;-;I =;;;;;;IT;;;:Y;:::::::;::O:;;;;:F ::::;C:=A::;:;:R::;:::LS;::;B=A:;:::D ::::;--1;::::=. :::;-I ~:::::::::'c=::::=~:;:::P:::L::Al'l:;:N:::IN;::G :;::DE:::P:::AR:::TME:::::NT:::::=====~==~ PLANTING PLAN FOR: APPROVED i I RANCHO CARRILLO ENTRY AREAS I CARRILLO WAY ----------l ------------------- 370.6 i z -c I ~-~ 0 »t : ,J ENTRY A-REA NO. 6· (VILLAGI! 'M') I Bt1C. n::t... l"EL. '!!W.-.1 . 4'~.:;. IZ."O.G. 2. kOE'.-!!SIP. %'~)( ( MUL::11,) 15110.c. . t"II-i-r~• Pl,kr6 10 '51¥-k 5~1.-. z.o -A, A1"'r. 5 6iAL-, •• • 10 0 5 10 20 ---GRAPHIC SCALE IN FEET 1 1'~10' -0' J,N,-#98-047 EXP., DATE , • .i .,, 1 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" DATE RLA----EXP. __ _ REVIEWED BY: [NSPECTOR DATE ~ CITY OF CARLSBAD ~ 1----+---+-----------,-----,r,---r---,.----r----i~ PLANNING DEPARTMENT ~ 1----+---+---------------,ro---i----,.----r----i --+---+----------------t--t---+---r--t PLANTING PLAN FOR: RANCHO CARRILLO ENTRY AREAS APPROVED v\ _ / ASSISTANT PLANNING DIRECTOR .9~ La lolla Centre 11 DATE INITIAL DATE INITIAL DATE INITIAL CHKO BYI Lauuoopt A~•1woturo • PlouulnJ · 1-::-:':::"'-r:-:=:-:-t----------------ir-=:-;;:---r;:;;..-;:,t-=:-r=;-:-;-, UWN 01: ---, PROJECT NO. I 811& Towne Ceittre Dri••,Sutte 940 REVIS ION DES CR J PT ION 1---"'-""--'---c._-+-----'-'----'-, ---I') \'l..l'l (~'\ Sou Olo10,C4 91131-soo• ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: IT\'r;:J7t J 819.560,115,76 • Fu. 650,115!10 . --------. DATE DRAWING NO, 3 "C. -'lM 5'-0" NGTH WHITE SURGICAL TUBING OVER GUY WIRE <TYP.) DEPTH OF ROOTBALL 12" 2X ROOTBALL GUY WIRE D 0 SUPPOR E <3· REQUIRED) 4" P RF. PVC R N 1 TO BOTTOM OF ROOTBALL W/4" PVC DRAIN CAP/GRATE CBLACK)-2" ABOVE FINISH GRADE " MIN. ASIN FINISH GRADE DEAOMAN (TYP.) 4"x4"x18" RW • 4" PERF. PVC DRAIN PIPE W/4" PVC DRAIN CAP/GRATE (BLACK) ®~T;..;..R,;.;;;;E~E ....;P....;;L;;.;.A.;;..;N;..;..T...;.;I N;.;;;.G__,.;;;.,& _G;;..;U;...;Y;..;.;.I N...;.;G;._ ___ _ NO SCALE DEPTH Of ROOTBALL SHRUB SLOPE 1"/FT. --PREPARED BACKFILL MIX -FERTILIZER T />SLETS @ SHRUB PLANTING ON SLOPE D 1,.....--------N O SCALE SURGICAL TUBING OVER GUY WIRE CTYP .J GUY WIRE REQUIRED 0 SUPPORT TREE (3-REQUIRED> 4" PERF. PV DRAIN PIPE TO BOTTOM Of ROOTBALL W/4" PVC DRAIN CAP/GRATE CBLACKJ-2" ABOVE FINISH GRADE 6" MIN. BASIN FINISH GRADE DEAOMAN (TYP.l 4"x4"x16" RWD. I . '---..__ --.....__,_-~~=---:....e....:'--. ~ 4" PERf. PVC DRAIN PIPE 12" W/4" PVC DRAIN CAP/GRATE RIGID PVC DRAIN PIPE POSITIVELY DRAIN Sc DAYLIGHT AT SLOPE ONTO ½CU. FT. GRAVEL. 2X ROOTBALL <BLACK) 4" PVC CAP/GRATE IN 12" X 12" 4" P A GRAVEL SUMP. WRAP W/ SOIL SEPARATOR TO COVER & FASTEN TO HOLD. ®TREE PLANTING & GUYING NO SCALE DEPTH OF ROOTBALL 2X ROOTBALL AND SECURE W/PLASTIC TAPE OR WIRE SLOPE 1" /FT. 3" MIN BASIN FINISH GRADE E ~----® VINE PLANTING NO SCALE I I I EXP. DATE: 3-31-01 - DATE INITIAL ENGINEER OF WORK DEPTH OF ROOTBALL 2X ROOTBALL SHRUB SLOPE 1"/FT. 3" MIN BASIN FINISH GRADE FERTILIZER TABLE TS © SHRUB PLANTING NO SCALE J N #98-047 . . 11 AS BUILT 11 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE DATE RLA EXP, Landllcape Arohlt•oture • Plannlnc LOCATION OF PLANTING La Jolla Centre II REVIEWED BY: 0266 Town• C•ntr• Drl"'•• Sutt.a 3,0 . \ San DIWi, CA 92121 ·3002 AREAS 819.560.1 & • ,.,, 660.1690 INSPECTOR DATE ~ CITY OF CARLSBAD ~ ~ PLANNING DEPARTMENT (p I PLANTING DETAILS FOR: RANCHO CARRILLO ENTRY AREAS APPROVED\;) ~ 9-2/;,-Ck, ASSISTANT PLANNING DIRECTOR DATE OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL OATE INITIAL REVISION DESCRIPTION CHKD BY: OTHER APPROVAL CITY APPROVAL RVWO BY: m~~~n:') ~{.,(. -i M 3 PLANTING DISTANCE SCHEDULE _fEE;T ON CENTER ROW DISTANCE SET BACK ® ~ 1'-011 1'-3" 1'-6" 2·-0·· 3• ... 0° 8'-0'' 8'-0" 10'-0" 12'-0" 20'-0" -f, 101/z" 11" 1'-4," 1• .. 911 21-8'11 5'-2" 6'-1f' 8'-8° 10'-5° 17-4" PLANTING GRID *' 11" 1'-0" 11-011 11-611 2•-111 !S'-6" 7'-6" g•-eu 11'-6" 19°-6" •••••••• •-...+ ••••••• •--=:I!-• • • • • • • • • ....... -~ . . . . . . . . ~ • • • • • • • • •••••••• •--ut " GROUNDCOVER PLANTING NO SC,t,1.E ·. . . ' ' .. 4 11 PERF. PV RAIN PIPE TO BO TOM OF ROOTBALL W/4" PVC DRAIN CAP/GRATE (BLACK) 1.P u,.lf. fllll"ll-~ DEPTH OF ROOTBALL SETT R TO SE TING TREE 2X ROOTBALL SCARIFY SIDES lie BOTTOM P 1"/F • ~• PERF. PVC JRAIN PIPE W/4" PVC CR N CAP/GRATE <BLACK) 3/A" PEA GRAVEL SUMP ® PALM TREE PLANTING H ·~----------~ NO SC,t,1.E 3/8/96 1, SEE PLANTING PLANS FOR LOCATIONS OF POTS. LOCATIONS TO BE VERIFIED iN FIELD, 2, POTTING SOIL MIX SHALL BE BUTLER'S MILL "GOLD CUP 11 OR EQUAL. PLANTER BOWL-TYPICAL PTT NG MIX SOI 3/4" GRAVEL r, 2" DEPTH ORAN H MANUFACT, © PLANTER BOWL -TYPICAL NO SCALE i I &Y!!l!lil!::11. AEIIBEY, ISEEI .0 JAC.ACU. .QoKOE.BIP. ., W"'1, ~- 0 AGA. ATT. 0 ALO.ARB. 0 ALO. STR. 0 ALO. VER. • BOU. 'B.V.' • BOU. 'S.D.A.' @ STA.REG. ~ e:ur. 11-115t, GROUN YEBS ~ fs'&s8 ~ '-"ltDSC OTSU FES. OVI. DEL.ALB. GAZ. 'SUN. YEL.' LAN.MON. I ' PEL.PEL.~, - PLANT LEGEND EIQIMIICAL. t:IAME QQMMOll llAME &IZ:E BEMABO EIEIAIL. JACARANDA ACUTIFOLIA JACARANDA 36"BOX HT. 11' MIN. X SP. 8' MIN. (MULTI.) A/B KOELREUTERIA BIPINNATA CHINESE FLAME TREE 36" BOX HT. 11' MIN. X SP. 8' MIN. (MULTI.) A/8 ~'!l,IJIAI,..~ 1>1ti<ic-.i,! fil.t,l t"AI.M lo',.~ H 1~· I&, •. AGAVE ATTENUATA AGAVE 5GAL. FULL, BUSHY, C/0 GOOD COLOR ALOE ARBORESCENS TREE ALOE 5GAL. FULL, BUSHY, CID GOOD COLOR ALOE STRIATA CORAL ALOE 5GAL. FULL, BUSHY, CID GOOD COLOR ALOE VERA BARBADOS ALOE 5GAL. FULL, BUSHY, C/D GOOD COLOR BOUGAINVILLEA BOUGAINVILLEA 5GAL. FULL, BUSHY, G 'BRILLIANT VARIEGATED' I~. GOOD COLOR BOUGAINVILLEA BOUGAINVILLEA 15GAL FULL, BUSHY, E 'SAN DIEGO RED' GOOD COLOR STAELITZIA REGINAE BIRD OF PARADISE 5GAL. FULL. BUSHY, CJD ~f'l-10!'~\,',,. iJ..I~" t,o.1-li,ltl)o.~ -nr-n:-,~~ fWJJ~ e,/p FESTUCA OVINA SHEEP FESCUE 1 GAL. PLANT @ 12• 0.C. F DeLOSPERMUM ALBA(40%) WHITE TRAILING ICEPLANT FLATS PLANT@ 12' O.C. GAZANIA 'SUNRISE YELLOW'(60%) SUNRISE YELLOW FLATS PLANT@ 12' 0.C. F LANTANA MONTEVIDENSIS LANTANA 1 GAL. PLANT @ 20' 0.0. PELARGONIUM PELTATUM IVY GERANIUM 4"POTS PLANT@ 12" O.C. F ·~· J N #98-047 • • "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE DATE RLA EXP, Laaacape Arollltooture • Planatna LOCATION OF PLANTING La lolla Centre II REVIEWED BY: 88811 Towu CentH Dl'IYe, Suite 8-'0 AREAS \ Ian Dlffl CA 81IIH ·S00I 819.ll60.t • Fu 660.1680 DATE INSPECTOR L!J CITY OF CARLSBAD ~ PLANNING DEPARTMENT . . PLANTING LEGEND & DETAILS FOR: RANCHO CARRILLO ~ / "" ENTRY AREAS APPROVED l,l ~ 9-2',-a, ASSISTANT PLANNING DIRECTOR DATE OWN BY: I PROJECT NO. I DRAWING NO, OATE INITIAL DATE INITIAL DATE INITIAL REVISION DESCRIPTION CHKD BY: 3r.i-'lrv\ ENGINEER CE WORK OTHER APPROVAL CITY APPROVAL RVWO BY: ffi~ ~~~{£) EXP, DATE: :1-31-01 IECIJQN 02410 LANDICAPING PART ! · 9ENl!RAL. 1 • 1 GENERAL CONDITIONS: THI GINIIFIAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARI! A PART 01' THIS SECTION AND THI! CONTRACT FOR THIS WORK AND APPLY TO THIS Sl!CTION Al FULLY Al IF REPEATED HEREIN, 1 .2 SUMMARY: THI WORK INCLUDES ALL Sl!RVICl!S, LABOR, MATl!RIALS, TRANSPORTATION AND l!QUIPMl!NT NICl!SSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECll'IED. THI! GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY A& IF RIPIATID HEREIN. . 1 RELATED WORK; IRRIGATION SECTION 02441 1.3 SUBMITTAL&: UPON Bll!INGI AWARDll!D THI PROJECT, CONTRACTOR SHALL SUBMIT A LIST OF SOIL AMENDMENTS, l'IRTILIZIRS AND PLANT MATERIALS WITH QUANTIT .. I Of l!ACH WITHIN 11 DAVI FROM AWARD OF CONTRACT. 1 • 4 GUARANTIES AND REPLACEMENTS: • 1 SHRUBS, VINIS, GFIOUNDCOVIII AND HYDROSl!l!D SHALL IS I! GUARANTl!l!D TO REMAIN HEALTHY AND VIGOROUSLY GROWING FOR ONIE GROWING 81AION OR NINETY (90) DAYS, WHICHEVER COMES .. , ... , .. .2 ALL TRIIS THAT HAYE BIEN SUPPLIED AND INSTALLED UNDER THIS CONTRACT SHALL 81 GUARANTIED TO LIVI IN A HIALTHY CONDITION FOR A PERIOD OF ONE (1) YEAR FROM DATE OF PINAL ACCIPTANCI! Of PROJECT. IF TRIES ARI ALSO SUPPLIED BY THI OWNER, THE GUARANTEE SHALL APPLY AS STATED ABOVE. • 3 ALL PLANTS l'OUND TO Bl OIAD AND ALL PLANTS NOT IN A VIGOROUS CONDITION NOTIO WITHIN THI! GUARANTl!I! PERIOD SHALL Bl! REPLACED WITHIN FOURTl!l!N (14) DAYS. .4 PLANTS US&D FOR Rl!PLACIMl!NT SHALL BE THI &AMI! KIND AND SIZE AS SPICll'IED IN TH,I PLANT LIST. THl!Y SHALL BIi FURNISHED, PLANTl!D AND l'l!IIITILIZID AS ORIGINALLY SPl!CIFIID, AT NO COST TO OWNIR. 1.5 OBSERVATION: .1 088l!RVATION8 HIIIEIN SPICll'IID SHALL 811 MADI BY THI ARCHITECT ANOIOR CITY INSPICTOR. THI! CONTRACTOR SHALL REQUEST OllSIIIVATION IN WRITING, IN ADVANCI! OF THI TIMI 088l!RVATION IS IIIQUIRilD. .2 OBSERVATION WILL II RIQUIFll!D l'OR THI! FOLLOWING PARTS OF THI WORK: A. PR ■•CONITRUCTION MEETING. l!I. INCORPORATION 01' SOIL CONDITIONl!RS AND FIRTILIZl!RS INTO THI! SOIL. C. UPON TH ■ COMPLETION OF GRADING PRIOR TO PLANTING. D. APPROVAL 01' PLANT MATERIALS. I. WHIN TRIii AND SHRUBS ARI SPOTTED IN PLACE l'OR PLANTING, BUT 911'0111 PLANTING KOLIS ARI l!XCAVATID. P. ORIINTING l,_CIFIIID Tll■IS. G. VIRIFICATION OF l'INIIH GRADl!S. H. APPLICATION 01' PRl•IMIRGINT HERBICIDE. I. PIII-MAINTl!NANCI OBIIRVATION. J. WHEN PLANTING, AND ALL OTHIR INDICATED OR SPECIFIED WORK, IXCIPT THI MAINTENANCE PERIOD, HAS BIIN COMPLITID, ACCIPTANCI AND WRITTIN APPROVAL SHALL l!ITABLISH BEGINNING 01' THI MAINTl!NANCI PERIOD. THIS IS NOT A FINAL O■Sl,IIVATION OR ACCIPTANCI, AND IT DOES NOT RILIIVI THI CONTRACTOR FROM ANY OP THE RISPON$181LITIIS IN THI! CONTRACT DOCUMl!NTS l'OR THIS PROJECT. K. FJNAL O ■SIFIYAIION TO Bl! HILD AT THI COMPLETION OF THI! MAINTINANCI Pl!RIOD, THIS OBSERVATION SHALL l!ITA8L18H THI BEGINNING DATI! FOR THE ON ■• YEAR GUARANTEE OF ALIL TRll!I. • 3 ACCEPTANCE, UPON COMPLETION 01' THI FINAL 0881RVATION AND THI WORK 01' THIS SICTION, THI CONTRACTOR WILL 81 NOTIPIID IN WRFrlNG, (1) WHITHl!R THI! WORK IS ACCl!PTABLI; AND (l) OF ANY IIIQUIRIMINTS NICISSAIRY P'OR COMPLETION AND ACCIPTANCII. , 4 THI CONTRACTOR OR HIS AUTHORIZED RIPRISINTATIVI SHALL I I ON THI SITI! AT THI! TIMI! 01' EACH 08SERVATION. 1 .I MAINTENANCE: • 1 THI MAINTENANCE PERIOD 91GINI ON THI l'IRST DAY AFTIII ALL LANDSCAPE AND IRRIGATION WORK ON THIS PROJECT 19 COMPLETED, CHECKED, ACCIPTID, AND w11m1N APPROVAL FROM THI! ARCHITECT IS GIVIN TO Bl!GIN THI MAINTENANCI PERIOD, AND SHALL CONTINUE THIRIAFTIR l'OR NO LISS THAN 90 CALENDAR DAYS. .2 THI CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED ARIAS OF THI CONTRACT DURING THI PROGRESS OF THI! WORK AND DURING THI! MAINTINANCI! PERIOD UNTIL THE FINAL ACCIPTANCI! 01' THI WORK. .3 REGULAR PLANTING MAINTENANCE OPIRATIONS SHALL BEGIN IMMIIDIATl!LY Al'TIR l!ACH PLANT 18 PLANTED. PLANTS AND LAWNS SHALL 81 KIPT IN A HEALTHY, GROWING CONDITION AND IN A VISUALLY PLl!ASING APPEARANCE BY WATERING, PRUNING, MOWING, ROLLING, TRIMMING, FIRTILIZING, 111--ITAKING, PEST AND DISEASE CONTROLLING, SPRAYING, WEIDIN<II, CLEANING-UP AND ANY OTHER NICISSARY OPl!RATION 01' MAINTl!NANCI. LANDSCAPE ARIAS SHALL BIi KEPT fllll 01' WIIDS, NOXIOUS GRAS&l, AND ALL OTHIR UNDESIRED VIGITATIVI GROWTH AND DEBRIS. ALL PLANTS FOUND TO II DIAD OR IN AN IMPAIRED CONl;IITION SHALL Bl RIPLACl!D IMMIDIATIL Y WFrHIN 3 DAYS. • 4 l'IRTILIZl!R (COMMIRCIAL): 7•1-4 WITH CHELATED MINl!RALS SHALL 81 APPLIED AT THI RATE OF 12 POUNOI 1'111 1,000 SQUAii& l'l!l!T 3 0 DAVI AFTER THI BIGINNIN<II 01' THI MAINTENANCE Pl!RIOO, AND EVERY 30 DAYS THIMAl'TIR, 1'011 THI DURATION OP' THI CONTRACT MAINTl!NANCE PERIOD, RATE OF APPLICATION IS FOR BIDDING PURPOSIS ONLY. IOIL TEST MAY REDUCE APPLICATION RATE. I ,' 1. 7 1.s ,,· .5 THE CONTRACT COMPLETION DATE! OF THI CONTRACT MAINTENANCI PERIOD WILL Bl EXTENDED, WHEN IN THE OPINION OF THE ARCHITECT, IMPROPER MAINTENANCE AND/OR POSSIBLE POOR OR UNHEALTHY CONDITION OF PLANTED MATl!RIAL OR UNESTABLISHED NON COVERING LAWNS ARE EVIDENT AT THI TERMINATION OF THE SCHIDULID MAINTENANCE PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THI! WORK AT N 0 CHANGE IN CONTRACT PRICE UNTIL ALL OF THE WORK IS COMPLETED AND ACCIIPTABLE. • 6 THE CONTRACTOR SHALL BE RESPONSIBLE l'OR MAINTAINING ADIQUATI PROTECTION OF THE AREAS. DAMAGED ARIAS SHALL BE REPAIRED IMMEDIATELY AT THI! CONTRACTOR'S EXPENSE. LAYOUT OF WORK: THI! CONTRACTOR SHALL EMPLOY, AT HIS OWN EXPINSI!, A RIGISTl!Rl!D CIVIL ENGINEER OR LICENSl!D LAND SURVEYOR TO LAV OUT THE WORK OF THI PROJECT, TO ESTABLISH ALL RIFIRl!NCE POINTS SET FOR CONSTRUCTION AND THI CERTIFICATION OF FINISH GRADES WITH CIVIL ENGINl!IR DRAWINGS. GENERAL Rl!QUIREMINTI: . 1 THE TERM "PLANTING AREA" SHALL MEAN ALL AREAS TO BE PLANTED WITH TREES, SHRUBS AND GROUNDCOVl!RS, ,2 ACTUAL PLANTING SHALL Bl Pl!RFORMID DURING THOSE PERIODS WHIIN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE wrrH LOCALLY ACCIPTED HORTICULTURAL PRACTICE, ,3 ALL ROCKS 1" OR LARGER, AND OTHIR GROWTH OR DEBRIS AC"'UMULATIID DURING THE DURATION OF THI PROJECT, SHALL Bl! REMOVED FROM THI SITE UNLESS SPIICIFICALLY EXl!MPTED IN WRITING. .4 PRIOR TO THE EXCAVATION FOR PLANTING OR PLACING OF PLANT MATERIALS, LOCATE ALL UNDERGROUND UTILITY LINES STILL IN USI! AND TAKI PROPER PRECAUTIONS TO AVOID DAMAGE TO SUCH IMPROVEMENTS. IN THI EVENT OF A CONFLICT BETWEEN SUCH LINES AND PLANT LOCATIONS, NOTIFY THI! ARCHITECT WHO SHALL ARRANGE FOR THI RELOCATION OF ONE OR THE OTHER. THI! CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR MAKINO ANY AND ALL REPAIRS FOR DAMAGIS Rl!SULTING FROM WORK AS HERl!IN SPECIFIED. • 5 GRADING AND SOIL PREPARATION WORK SHALL Bl! PERFORMED ONLY DURING THE PERIOD WHEN BINIFICIAL ANO OPTIMUM RESULTS MAY BE OBTAINED. IF THI! MOISTURE CONTENT OF THE SOIL SHOULD Rl!ACH SUCH A Ll!VIL THAT WORKING IT WOULD DESTROY SOIL STRUCTURE, SPREADING AND GRADING OPERATIONS SHALL Bl SUSPENDED UNTIL THE MOISTURE CONTENT IS INCREASED OR Rl!DUCl!D TO ACCl!PTABLI! Ll!Vl!LS AND THE DE&llRED Rl!SULTS ARI LIKELY TO 81 OBTAINED. • 6 ALL SCALED DIMENSIONS ARI APPROXIMATE. Bl!FORE PROCll!DING WITH ANY WORK, CAR&f'ULLY CHICK AND VERIFY ALL DIMENSIONS AND IMMEDIATELY INFORM THI ARCHITECT OF ANY DISCREPANCY BETWEEN THI DRAWINGS AND/OR SPl!CIFICATIONS AND ACTUAL CONDITIONS. • 7 QUANTITIES l'OR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE ONl,.Y, AND ARE NOT GUARANTEED. CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBl!R TO FULFILL INTENT OF DRAWINGS. • 8 ADl!QUATILY STAKE, BARRICADE, AND PROTECT ALL IRRIGATION l!QUIPMl!NT, MANHOLIS, UTILITY LINES, AND OTHER EXISTING PROPERTY DURING ALL PHASES 01' THE SOIL AMENDING AND GRADING OPERATIONS, .9 &PECIMIN Iftll IILIQTIQN; A. ONE SAMPLE OF EACH TRI!!! VARIETY AND SIZE, CALLED OUT ON DRAWINGS 15•GALLON ANO LARGIR SHALL BE DELIVERED TO THE PROJECT SITE FOR APPROVAL PRIOR TO INSTALLATION. B. THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY TRl!l!S NOT APPROVED. C. THI CONTRACTOR AT HIS OPTION AND AT HIS EXPENSE CAN RETAIN THI SERVICES OF THE ARCHITECT TO REVIEW TREl!S 24" BOX SIZB AND LARGl!R TAGGED AT THE NURSERY AND/OR AT THEIR PLACE OF GROWTH, OR AS OTHERWISE SPECIFll!D ON DRAWINGS. • 10 REJECTION AND IYD&TIIYIION; A. ALL PLANTS NOT CONFORMING TO THE Rl!QUIREMl!NTS HEREIN SPECIFIED SHALL BB CONSIDERBD DEFBCTIVE, AND SUCH PLANTS, WHETHER IN PLACE OR NOT, SHALL BE MARKED AS REJl!CTl!D AND Bl! IMMEDIATELY REMOVED FROM THI SITE OF THI WORK AND REPLACED WITH ACCEPTABLE PLANT MATERIALS. THE PLANT MATERIALS SHALL MEET ALL APPLICABLE INSPECTIONS REQUIRED BY LAW. ALL PLANTS SHALL BE OF THI SPECIES, VARIETY, SIZE, AGE, FLOWER COLOR AND CONDITION AS SPECIFIED Hl:REIN AND/OR AS INDICATED ON THI DRAWINGS. UNDER NO CONDITION WILL THERE BE ANY SUBSTITUTION OF PLANT SPECIES, VAR IITY, OR REDUCED SIZE FOR THOSI! LISTl!D ON THE ACCOMPANYING DRAWINGS, EXCl!PT WITH THI! EXPRESS WRITTEN CONSENT OF THE ARCHITECT. .11 UTILITIES A. ALL UTILITIES (WATl!R AND ELECTRICITY) USED DURING THE INSTALLATION OF THE LANDSCAPING AND IRRIGATION SYSTEMS FOR THIS PROJECT SHALL BE PAID FOR BY THE OWNER. DURING THE MAINTENANCE PERIOD, THE OWNER SHALL BE RESPONSIBLE FOR PAYMENT OF THE UTILITIES. .12 PROTECTION OF EXISTING TREES, SHRUBS AND VINES A. IT IS THE INTINT OF THE PROJECT THAT Cl!RTAIN EXISTING PLANT MATERIALS SHALL BE RETAINED. PRIOR TO THE REMOVAL OF ANY TARES, THI CONTRACTOR SHALL CONFll!R WITH THE ARCHITECT TO DETERMINE THOSE PLANTS THAT ARE TO REMAIN. B. ALL l!XISTING TRIES WHICH ARI! TO Rl!MAIN IN THE PROJECT SHALL BE TAGGED AND IDl!NTIFIED BY THE CONTRACTOR PRIOR TO START OF WORK. C. CONTRACTOR SHALL BE Rl!SPONSIBLE FOR ALL TREES THAT ARI! TO Rl!MAIN IN THI PROJECT. DAMAGI! TO A PLANT WHICH Rl!SULTS IN DEATH OR Pl!RMANINT DISFIGURATION SHALL RESULT IN THI! COMPLETE REMOVAL OF THI! PLANT, INCLUDING ROOTS, FROM THE SITI! BY THE CONTRACTOR; AND THI! CONTRACTOR AT HIS OWN EXPl!NSI! SHALL REPLACE THE PLANT WITH ONE OF EQUAL VALUE AS ESTABLISHED BY THE ARCHITl!CT, OR REIMBURSE THI! OWNE!R THE! COST OF SAID REPLACEMENT. THE ARCHITECT SHALL BE THE SOLE JUDGE OP THE CONDITION 01' TH~ PLANT. I 0. ALL EXISTING TREES THAT ARI TO REMAIN SHALL BE PROTECTED AT ALL TIMES FROM DAMAGE BY WORKERS ANO EQUIPMENT. ALL DAMAGE BY THE CONTRACTOR TO EXISTING PLANTS SHALL BE REPAIRED AT THl!IR EXPENSE BY PERSONNEL APPROVED BV THE ARCHITECT. I. THI! CONTRACTOR SHALL INSURE THAT NO FOREIGN MATERIALS AND/OR LIQUID, SUCH AS PAINT, CONCRETE, CEMl!NT, OIL, TURPENTINE, ACID OR THI LIKE, BE DEPOSITED OR ALLOWED TO BE DEPOSITED ON ANY SOIL WITHIN THE DRIP LINE (THE OUTSIDE EDGE OF THE FOLIAGI! OVERHANG) OP ANY TREE OR SHRUB, OR WITHIN 6" OF THI TRUNK OF A VINE. SHOULD ANY SUCH POISONING OF THE SOIL OCCUR, THE CONTRACTOR SHALL REMOVE SAID SOIL AS DIRECTED BY THE ARCHITECT AND REPLACE WITH ACCEPTABLE SOIL AT NO l!XPENSI! TO THE OWNER. F. EXCAVATION ADJACENT TO EXISTING TREl!S AND SHRUBS; WHl!RE IT 18 NECESSARY TO EXCAVATE IN CLOSI PROXIMITY TO EXISTING TREES AND SHRUBS, ALL POSSIBLE CAUTION SHALL BE EXERCISED TO AVOID INJURY TO ROOTS AND TRUNK. EXCAVATION CLOSE TO TREl!S SHALi. BE BY HAND, TUNNELING UNDER ROOTS 2" AND LARGER IN DIAMl!TER. CUTTING OF ROOTS 2" AND LARGER SHALL Bl ONLY ON THE APPROVAL OF THI ARCHITECT. G. PAINT CUT ROOTS WITHIN 24 HOURS; WHIRi THIS IS NOT POSSIBLE, KEEP THE SITE OF EXCAVATION ADJACINT TO THI! TREE SHADID WITH MOIST BURLAP OR CANVAS. 1 .9 INVOICING OF PLANT MATERIALS ANO SOIL PREPARATION AND SOIL PREPARATION CONFORMANCE TEST: .1 AFTER INSTALLATION OF PLANT MATERIALS, BUT PRIOR TO THE PRE•MAINTl!NANCI INSPECTION, THE ARCHITECT, WITH THE HERETOFORE SPECIFIED SIGNED COPll!S OF THE REQUIRED CIRTIPICATIS, TRIP SLIPS AND INVOICES FOR THE PLANT MATERIALS ANO RELATED ITEMS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA AND/OR THE AMOUNTS SPECIFIED. IF THE MINIMUM AMOUNTS HAVE NOT BEEN FURNISHED, THI! ARCHITECT WILL REQUIRE THE INSTALLATION OF ADDITIONAL MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED. • 2 UPON DELIVERY OF MATERIALS AND/OR COMPLETION OF ALL SOIL CONDITIONING AND GRADING, BUT PRIOR TO INITIATING PLANTING OPERATIONS, THI! ARCHITECT WITH THE HERl!TOFORE SPECIFIED SIGNED COPIES OF THE REQUIRIID CERTIFICATES, TRIP SLIPS AND INVOICES FOR SOIL PREPARATION MATERIALS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA OF EACH OPl!RATION. IF THE MINIMUM RATES OF APPLICATION HAVE NOT BEIN MIT, THE ARCHITECT WILL REQUIRE THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUM APPLICATION REQUIREMENTS SPECIFIED. .3 RANDOM SOIL SAMPLES OF SUFFICIENT QUANTITY TO BE REPRl!SENTATIVE 01' THI! ENTIRE SITE SHALL 81! TAKEN BY THE CONTRACTOR PRIOR TO BEGINNING WORK. THI ARCHITECT, IN THE PRESENCE OF THI! CONTRACTOR, SHALL INDICATI! ON THE PLANTING PLAN WHERE SOIL SAMPLES SHALL Bl TAKl!N. CONTRACTOR SHALL SUBMIT SAMPLES TO A LICENSED &lOILS TESTING LABORATORY, APPROVED BY THI CITY INSPECTOR. SOIL TEST SHALL CONSIST OF SOIL FERTILITY AND AGRICULTURAL SUITABILITY CONFORMING TO THE METHODS OF THE UNIVERSITY OF CALIFORNIA EXPERIMENTAL STATION AND USDA, ALONG WITH RECOMMl!NDATION FOR CORRECTING ANY DIFICll!NCY IN THE SOIL. SUBMIT SOIL TEST RECOMMENDATIONS TO crrv INSPECTOR FOR APPROVAL PRIOR TO AMENDING SOIL. .4 A SAMPLE OF THE SOIL AMENDMENTS SHALL Bl DILIVERl!O TO THE ARCHITECT WITHIN 15 DAYS AFTER RECORDING OF THI! CONTRACT FOR SUBMITTAL TO A TESTING LABORATORY. AFTER SOIL AMENDMENTS HAVE Sl!EN THOROUGHLY MIXED INTO THI! SITE, RANDOM SAMPLES OF THI MIXED &lOIL WILL BE TAKEN BY THE ARCHITECT AND SUBMITTED TO THE SOIL LABORATORY FOR COMPARISON TO A CONTROL MIX. COST OF THE ABOVE TESTING BY THI! SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. • 5 AFTl!R GRADING AND LEACHING OPERATION, FOUR SOIL SAMPLES WILL Bl! TAKEN BY ARCHITECT AND SUBMITTED TO THI SOIL LABORATORY FOR TESTING OF ECI! AND PH. COST OF THE ABOVE TISTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. PART 2 • PRODUCTS 2. 1 SOIL AMl!NDMl!NT AND FERTILIZER, . 1 SOIL CONDITIONl!R SHALL CONTAIN A SPECIAL BLIND OF ORGANIC FRACTIONS TO SUPPLY SEVERAL DEGREES OF BREAKDOWN RATE WHICH LASTS UP TO 10 YEARS IN THE SOIL, A PORTION OF INOR• GANIC AMENDMENT THAT RESISTS FURTHER BREAKDOWN, PH OF 5.5 TO 6.5, SALINITY OF 3.0, ORGANIC MATTER (DRY WEIGHT BASIS) MORI THAN 90%, NON-IONIC WETTING AGENT AND TOTAL NITROGEN CONTENT OF 0.5%. (LOAMl!X, WIL•GRO, LIFE FORBST HUMUS), .2 GYPSUM SHALL BE A COMMERCIALLY PROCESSl!D AND PACKAGED GYPSUM (CASO 2H20) WITH MINIMUM 80% GRADE CONTAINING 14% COMBINED SULFUR. • 3 IRON SULl'ATI! (EXPRESSED AS METALLIC) 19% OF QUALITY APPROVED BY ARCHITECT. .4 SULPHUR (SOIL) (ELEMENTAL) 99% OF QUALITY APPROVED BY ARCHITECT. .5 FERTILIZER (COMMERCIAL) SHALL Bl A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS, FREl!•FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCEN• TAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 1.0% 10.0% 10.0% MINIMUM MINIMUM MINIMUM ❖X. Dow ,<~ ;f?r or cA\. ,,i$ EXP. DATE 3-31-99 2.2 2.3 2.4 • 6 FBRTILIZER (COMMERCIAL) SHALL Bl LONO-LASTING CONTROLLl!D RELEASE PLASTIC-COATED, UNIFORM IN COMPOSrflON, FREE• FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIP• MINT, AND SHALL CONTAIN THI FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGIN PHOSPHORIC ACID POTASH 21.0% 0.0% 0.0% MINIMUM MINIMUM MINIMUM • 7 FERTILIZER (COMMERCIAL) SHALL BE LONG-LASTING CONTROLLl!D RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREI!• FLOWING, SUITABLB FOR APPLICATION WITH APPROVED EQUIP• MINT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 16.0% 20.0% 0.0% MINIMUM MINIMUM MINIMUM • 8 FERTILIZER (COMMIRCIAL) SHALL Bl! A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS WITH CHELATl!D MINERALS, FREl•FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE Pl!RCINTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 7.0% 9.0% 4.0% MINIMUM MINIMUM MINIMUM • 9 PLANTING TABLETS SHALL Bl! TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE PLANTING TABLETS, OF VARYING SIZES WITH THE FOLLOWING AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 20.0% 10.0% 5.0% MINIMUM MINIMUM MINIMUM • 1 0 SOIL ENHANCER SHALL BE $ARVON. PLANTING BACKFILL: PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE OF EXISTING SITE SOIL AND SOIL AMINDMENTS AT THE FOLLOWING MIXTURE: SOIL CONDITIONl!R SITE SOIL IRON SULFATE GYPSUM 1/3 CU. YD. 2/3 CU, YD • 1 LB./Pl!R CU. YD. OF MIX 10 LBS./PER CU. VD. OF MIX BACKFILL MIXTURE IS FOR BIDDING PURPOSES ONLY. SOIL Tl!ST MAY REDUCE OR INCREASE QUANTITIES. GUYING MATERIALS: .1 GUY WIRES SHALL BE OF PLIABLE, ZINC-COATED STEEL OF NO. 1 2 GAUGE. . 2 ANCHORS (DEADMEN) FOR HOLDING GUY WIRES SHALL BE 4 INCHES X 4 INCHES OF SOLID LUMBER, 1' • 8" IN LENGTH. • 3 HOSE POR COVl!RING WIRE SHALL BE OF 2-PLY RIIINFORCID RUBBER, USED OR NEW, GARDIN HOSE TYPE OF AT LEAST 1/2 INCH IN DIAMETER. • 4 FLAGS, TO BE ATTACHED TO GUYS, SHALL BE OF SURGICAL TUBING, 1/8 INCH IN DIAMETER AND FOUR FEET LONG, OF UNIFORM THICKNESS. · • 5 TRl!I Tll!S SHALL BE BORDON CINCH-TIE OR APPROVED EQUAL. PLANT MATl!RIALS: .1 NOMENCLATURE, THE BOTANICAL AND COMMON NAMES OF PLANTS HEREIN SPECIFIED CONFORM WITH THI APPROVED NAMES GIVEN IN "AN ANNOTATED CHECKLIST OF WOODY ORNAMENTAL PLANTS OF CALIFORNIA, OREGON, AND WASHINGTON", PUBLICATION NO. 4091, PRINTED 1979 AND "AN ANNOTATED CHECKLIST OF ORNAMENTAL PLANS OF COASTAL SOUTHERN CALIFORNIA", PUBLICATION NO. 3276, PRINTED 1982, BOTH PUBLISHED BY THE UNIVERSITY OF CALIFORNIA, DIVISION OF AGRICULTURAL SCIENCES. SEE LIST OF PLANT MATl!RIAL ON DRAWINGS. . 2 QUALITY AND SIZE OF ALL PLANTS SHALL BE NO. 1, OF PINTO TAG STOCK. THIY SHALL BE VIGOROUS, OF NORMAL GROWTH, FREE FROM DISEASE!, INSECTS, INSECT EGGS, AND MEET OR EXCEED THI! MEASUREMENTS SPECIFIED. PINTO TAGS MUST BE SUBMITTEO TO THE ARCHITECT • • 3 CONTAINER STOCK (1•GALLON, 5-0ALLON, 15-GALLON, AND BOX SIZES) SHALL HAVE GROWN IN CONTAINER&l FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINED PLANTS THAT HAVE CRACKED OR BROKIN BALLS OF EARTH, WHEN TAKEN PROM THI CONTAINER, SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES WITH DAMAGED ROOTS OR BROKEN BALLS SHALL 81 PLANTED. • 4 PRUNING SHALL NOT Bl DONE, PRIOR TO DELIVERY, EXCEPT BY WRITTEN APPROVAL PROM THI! ARCHITECT. • 5 INSPECTION 01' PLANT MATERIALS, REQUIRED BY CITY, COUNTY OR STATE AUTHORITIES, SHALL Bl! A Rl!SPONSIBILITY OP TH I! CONTRACTOR, AND WHl!RI! NECESSARY CONTRACTOR SHALL HAVE SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF PLANTS TO SITE. J.N.-#98-047 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS 11 AS BU I LT 11 RLA _____ EXP, ___ _ REVIEWED BY: INSPECTOR DATE DATE ~ CITY OF CARLSBAD ~ f---+---1----------------1---+--+---4---l ~ PLANNING DEPARTMENT ~ ;=::~====:::::::::::::::::::=:::::=:=======-=~ - - Landa:oap• Archit,eoture • Plaa~h•& La Jolla Cent.re II 91116& To,nu1 Centre Drive, Suite 340 San Dloao. CA 98121·30Da 010,560.1576 • Fax 550.1680 I' DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION I ' , I I RANCHO ENTRY CARRILLO AREAS APPROVE[ V ~ /~ ASSISTANT LANNING Dl~RE~C-T~OR ____ _ DATE INITIAL DATE INITIAL □WN SY: I PROJECT NO. i-=,O:.:.:TH::.ER....JA1,;.PPc.:R.:.::OV.:.::AL+--ccClc.:TY:...A.LPP.;.:;RO.:..:V.::AL:.:...i ~~~ :~: . ff\~ \?)C\ (E") 9-ZfefX DATE DRAWING NO, 3,;,e,-q M •• .1 •• •• • 1 0 .11 • 12 . 14 • 1 S • 11 PLANTI SHALL Bl SUBJECT TO INSPECTION, AND APPROVAL OR REJECTION, AT THI PROJICT SITI AT ANY TIMI BEFORE OR DURINO PROGRESS OF WORK, FOR SIZI, VARIETY, CONDITION, LATENT DIFl!CTS AND INJURlal. RIJl!CTID PLANTS IHALL II! RIIIIOVlD FROM THI PROJECT SITI IMMIOIATILY. SUBSTITUTIONS WILL NOT Bl PIRMITTl!D EXCEPT THAT IF PROOF IS SUBMITTl!D THAT ANY PLANT SPICIFIID IS NOT OBTAINABLE, A PROPOSAL WILL Bl! CON81DIRID POR USI OF THI NEAREST l!QUIVALl!NT SIZE, VARIETY AND COST. ALL SUBSTITUTIONS SHALL Bl APPROVED BY THI CITY INIPICTOR AND ARI SUBJECT TO ARCHlTl!CT'S WRITTEN APPROVAL, QUAN'rlTIII SHALL II l'URNIIHID AS NIIDIO TO COMPLITI WORK SHOWN ON DAAWINGI. THI ARCHITICT AIIIIRVII THI RIGHT TO INSPECT ROOT CONl!>ITION 01' ANY SPl!CIII, PARTICULARLY THOSE GROWN FROM 8110, ANO IF l'OUND DIFICTIVI, TO RIJICT THI PLANTS REPRl!IENTIO av. THE Dll'ICTIVE IAMPLI, IDINTll'V PLANT ll'ICIIS OR VARIITIIS CORRICTLY ON LIG18LI, WEATHIRl'ROOF LA81LS ATTACHID SECURELY TO THE PLANT. THIRH SHALL U A MINIMUM OP ONII LABILID PLANT l'OR EACH 5 PLANTS IN A LOT. ALL LAWN 111D IHALL BE LASILID ANO SHALL Bl l'URNIIHID IN IIALIIO STANDARD CONTAINIRS WITH DUPUCATI SIGNID COPIES 01' A ITATIMINT l'ROM THI VINDOR CIRTll'YING THAT IACH CONTAINIR 01' 111D DILIVIIIID II FULLY LABILID IN ACCOROANCI WITH THI CALll'ORNIA ITATI AGRICULTURAL CODI AND 18 IQUAL TO OR BITTER THAN THE RIQUIRIMINTS 01' THl!SI! SPECIFICATIONS, Sll!D WHICH HAS Bl!COMI! WIT, MOLDY OR OTHIRWl81 DAMAQaD IN TRAN81T OR STORAGI WILL NOT BI ACCIIPTASLI. THII MINIMUM PIRCINTAGI WIIGHT 01' PURI, LIVI IISD IN IACH LOT OF Sll!D SHALL 81 Al FOLLOWS: UIDLll'...DJllt ~ MARATHON MIX: SOUTHLAND TURF TYPI TALL l'IICUE BONANZA TURP: TYPE TALL l'IICUI APACHE TALL P:UCUI MUSTANG TALL l'IICUB INaRT AND CROP %MIN, 100.00% 24.90% 24.83% 24.11% 24.78~ 0.70%. HVDRO•IIEO MIX ANO MATIRIALI SHALL Bl CALLIO OUT ON • DRAWINGI. GROUNOCOVIR PLANTS SHALL BE Hl!ALTHY, VIQOROUI ROOTED CUTTING GROWN IN P:LATS UNTIL TRANSPLANTING. PRI-IIMIRQINT HIRBICIDI SHALL 81 IURP:LAN, TRl!PLAN, DYNID OR EQUAL. WIID IIIADICATION SPRAY· WILL Bl ROUNDUP. BARK MULCH SHALL Bl PIRBARK CHIPS OR EQUAL 1" • 3" INTERLOCKING PIICU PAOKAGIO IN BAGS OR BALIS, UNLESS Al'PROVIO OTHIIRWISI av LANDSCAPE AROHITICT. CITY INSPIICTOR MUST RICIIVI AND APl'ROVI! A SAMPLE PRIOR T 0 DILIVIRY OP: MULCH TO THE SITI. />AIU' 3 • IJJCUTIQN 3.1 srr11 PREPARATION AND WIID ABATIMINT: .1 GRUB AND CLIAN PLANTING ARIA, Rl!MOVING Dll!BRIS AND ROCK ANO ERADICATING Wl■DS .• ,2 WIID ERADICATION IHALL Bl DONI! TIN (10) DAYS PRIOR TO COMMINCllftNT OF ANY PLANTING OR IRRIGIATION WORK. 3.2 WIID AIIATIMINT • 1 UPON ODMl'LITION OP: THI IRRIGATION 8Y8TIM ANO AFTER DIBl'US, ROCKS ANO EXISTING WIIDI AND GROWTH HAVI BUN R ■MOVID FROM THI PUHTING ARIA, APPLY 200 POUNDS 01' COMMERCIAL l'IRTILIZIR 21 -0-0 PIR ACRI. .2 WATIIR ALL AMAS IVIRY DAY POR TWIINTY•ONI (:lt1) CONSl;CUTIVI! DAYS ANO UNTIL WIID IIIDS HAVI! GERMINATED, CIA81 WATIRING l'OR THRII (3) OAY8 AND SPRAY NON•SILl!CTIVI! HIRBICIDI "ROUNDUP" TO l!RADICATE THI GERMINATl!D Wl!IDS, TRANILOCATION OR APPROVl!D Pl!RIOD SHOULD Ill 7•10 DAYS, HIRIIICIDI APPLICATOR SHALL Bl LICINSIO BY THI STAT■ 01' CALIP:ORNIA, .3 RAKII ANO HAUL 01'1' ALL DIAD WIIDI TO 1/2 INCH BELOW THI SURFACII OP: THI SOIL • 4 11' Pl!RINNIAL WIIDS OR GRASSI& STILL IXIST, Rl•WATIR EVERY DAY FOR FOUIITIIN (14) CONIICUTIVI! DAYS, UNTIL THI NEW GROWTH APl'IARI. RE-APPLY A NON•81Ll!CTIVI HERBICIDE. RIMOVI WIIDS Al'TIR HIRBICIDI HAS HAD A SUFl'ICll!NT TIMI! T 0 KILL. 3. 3 SOIL CONOITIOMING, l'IIITILIZINQ AND ROTOTILLING: • 1 l'OR ARDS L .. ITIIP THAN 2:1: Al'TIIR THI ARIAi HAVE BIIN DIEP•RIPPID, THI l'OLLOWINQ RATl!I OF SOIL CONDITIONING AND AMINDMINT MATERIALS SHALL 81 IIVINL V IPRIAD OVIR ALL PLANTING ARIAi AND SHALL 81 THOROUGHLY SCARll'IID TO AN AVIRAGI Dl!PTH 01' SIX INCHIIS BY ROTOTILLINQ A MINIMUM OF TWO ALTERNATING PASSll!S. AMENDMENT MUST BE INTIMATELY BLINDID WITH SOIL THI THOROUGHNESS ANO COMPLITl!NESS OF THE ROTOTILLING AND INCORPORATION OF 801L CONDITIONERS/AMENDMBNTS SHALL 81 ACCIPTAIILI TO THI ARCHITICT. A. SOIL CONDITIONIJI SOIL SULPHUR l!ION SULFATE ClYPSUM 1$ CU. YD. Pl!R 1,000 SQ. FT. 10 LBS. PIA 1,000 IQ, FT. 20 LBS, PIR 1,000 SQ. FT. 250 LBS. PER 1,000 SQ. FT, RATE OF APPLICATION IS FOR BIDDING PURPOSl!S ONLY. SOIL TIST MAY Rl!OUCI OR INCRIASI! QUANTrrl■S. S. l'IRTILIZIR (COMMIRCIAL): 1•110•20 SHALL Bl APPLll!D AT THI RATI OP · 40 POUNDS Pl!R 1,000 SQUARE Fl!IT AND ICARll'IID INTO THI TOP TWO INCHII 01' FINISH GRADI!. FIRTIUZIR SHALL Bl APPLIID AFTl!R LEACHING OPIRATION. 3,4 3.6 .2 .3 C. &ARVON SHALL 81 APPLIED AT THI! RATI! OF 1 PINT Pl!R 1,000 SQUARI FEET. APPLY SARVON IN AREAS AS RECOMMINDl!D BY SOIL TEST. FOR BIDDING PURPOSES, ASSUME ALL LANOSCAPI! ARIAS SHALL BE COVl!RED. FOR ARl!AS 2:1 AND STEl!PIR: AFTl!R THI ARIAS HAVI Bl!IIN ERADICATED OF WEEDS AND PINISHID GRADID, THI! FOLLOWING RATII OF SOIL CONDITIONING MATERIALS SHALL BE EVl!NLY SPRl!AO OVl!R ALL PLANTING ARIAS. NO SCARIFYINO OR ROTOTILLING SHALL BE Rl!QUIRED. A. GYPSUM SOIL SULPHUR IRON SULFATE 250 LBS. PER 1,000 SQ. FT. 10 LBS, PER 1,000 SQ. FT. 20 LBS. PER 1,000 SQ. FT. RATE OF APPLICATION IS FOR BIDDING PURPOSl!S ONLY. SOIL TEST MAY RIDUCI OR INCREASE QUANTITIES. B, SARVON SHALL !IE APPLIID AT THI RATE OF 1 PINT PER 1,000 SQUARE PEET. APPLY SARVON IN AREAS AS RECOMMINDID BY SOIL TEST. FOR BIDDING PURPOSES, ASSUME ALL LANDSCAPE ARIAS SHALL Bl COVIRl!D. DEEP WATER LEACHING; A. AFTl!R COMPLETE INSTALLATION AND TESTING OF THI IRRIOATION SYSTEM AND APPLICATION OF SOIL CONDITIONING, ALL ARIAS SHALL Bl Oll!P WATER LEACHED AND COMPACTED AND SETTLED BY CONTINUOUS APPLICATION OF IRRIGATION WATl!R UNTIL THI SOIL HAS RECl!IVl!D A MINIMUM OF SIX INCHl!S OF WATl!R. B, AFTIR GRADING AND LEACHING OPERATION, FOUR SOIL SAMPLl!S SHALL Bl! TAKEN BY ARCHITECT AND SUBMITTED T 0 SOIL LABORATORY FOR TESTING. SOIL TEST SHALL Ml!ET THE FOLLOWING REQUIREMENTS: ECE MAXIMUM 3.0 X 10.3 PH MAXIMUM 7,6 A PERCENT OF ORGANIC MATTER SOIL TEST Al'TIR LEACHING MAY 8E RE!QUIRl!D BY ARCHITECT. C. Rl!·APPLICATION OP SOIL AMENDMENT AND LIACHING OPERATION SHALL 811 Rl!PEATID av CONTRACTOR IF TESTI SHOW A NEGATIVE RESULT. IXPENSE OF TEST, RE• APPLICATION OF A SOIL AMENDMENT ANO LEACHING OPl!IIATION SHALL Bl BORNI! BY CONTRACTOR. D. DIEP WATER LEACHING SHALL BE DONI PRIOR TO THI APPLICATION OF THI COMMERCIAL FERTILIZER 8-20·20. E. NO PLANTING SHALL Bl INSTALLl!D UNTIL APPROVAL HAS BIEN GIVEN BY THI ARCHITl!CT IN WRITING. I'. CARI SHALL Bl TAKIN THAT THI! IIATI! 01' APPLICATION OF WATER DOES NOT CAUSE EROSION 011 SLUFl'INQ OF IOILI • G. ALL DEPRESSIONS, VOIDS, EROSION SCARS, AND SETTLIO TRINCHl!B Gl!NIRATl!D IV THI Dll!P WATERING SHALL 181 FILLED WITH CONDITIONl!D TOPSOIL AND BROUGHT TO FINISH GIIADI! • FINISH GRADING: • 1 FINISH GRADES SHALL Bl AS INDICATl!D ON CIVIL ENGINEER'S AND LANDICAPI DIIAWINGS. .2 FINISH GRADES SHALL Bl Ml!ASURID AS THI FINAL WATER• COMPACTED AND Sl!TTLID SURFAC& GRADt:8 AND SHALL Bl WITHIN PLUS OR MINUS 0,1 FOOT OF THI! SPOT ELEVATION$ AND GRADE LINES INDICATl!D ON THE CIVIL l!NGINIERS DRAWING. UNLISS OTHERWISE NOTED, FINISH GRADE SHALL Bl! 2" Bl!LOW ADJACINT FINISH PAVING SUIIFACES IN GROUNDCOVIR AREAS AND 1" BELOW IN LAWN ARIAS. .3 FINISH GRADES SHALL Bl MIASURID AT THI! TOP SURPACI! OP: SURFACE MATERIALS. • 4 MOLDING AND ROUNDING OF THI GRADl!S SHALL 91! PROVIDl!D AT ALL CHANOIS IN SLOPE. • 5 ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURP:ACl!S RISULTING FROM TILLAGE, ROTOTILLING, AND ALL OTHER OPl!RATIONI, SHALL Bl LEVELIO AND FLOATED OUT BEFORII PLANTING OPERATIONS ARI! INITIATED. • 6 THE CONTRACTOR SHALL TAKE EVIRY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND OTHl!R UNDERGROUND UTILITIU DURING GRADING AND CONDITIONING OPIRATIONS •. • 7 FINAL PINISH GRADl!S SHALL INSURI POSITIVE DRAINAGE OP: THI SITE WITH ALL SURP'ACI DRAINAGI! AWAY FROM BUILDINGS, WALLS, AND TOWARD ROADWAYS, DRAINS, AND CATCH BASINS. • 8 FINAL QRADIS SHALL Bl ACCIPTABLE TO THE ARCHITECT BIFORI PLANTING OPERATIONS WILL 81 ALLOWED TO BEGIN. • 9 PLANTING SURFACII SHALL BE GRADED WITH NO LESS THAN TWO (2) PIRCl!NT SURl'ACI SLOPE POR POSITIVI! DRAINAGE AWAY FROM ALL BUILDINGS. PLANTING: • 1 .2 THE LAYOUT OF LOCATIONS l'OR PLANTS AND OUTLINES OF GROUNDCOVER TO Bl PLANTED SHALL Bl! APPROVED ON THI! SITE BY THI ARCHITICT, PRIOR TO THEIR PLANTING. ALL SUCH LOCATIONS SHALL BE CHECKED FOR POSSIBLE INTl!RFl!Rl!NCE WITH EXISTING UNDl!RGROUND PIPING, PRIOR T 0 EXCAVATION OP HOLES. IF UNDl!RQROUND CONSTRUCTION OR UTILITY LINES ARE l!NCOUNTl!RED IN THE EXCAVATION OF PLANTING ARl!!AS, OTHER LOCATIONS POR THI! PLANTING MAY BE SELECTED av THE ARCHITl!CT. DAMAGI! TO IXISTING UTILITIES SHALL BE THE Rl!SPONSIIIILITY OP: THI CONTRACTOR. PLANTtNo TREES. SHRUBS, AND VINES; A. ALL l!XCAVATID HOLES SHALL HAVE VERTICAL SIDES WITH ROUGHl!NED SURFACES AND SHALL DE OF THE MINIMUM SIZES INDICATED ON DRAWINGS. THE SIDI OF THE PIT (Rl!AR) ADJACENT TO THI 2:1 SLOPE SHALL BE! EASED BACK AS PER THI! PLANTING OITAILI. B. EXCAVATION SHALL INCLUDE THI! STRIPPING ANO STACKING OF ALL ACCEPTABLE SOIL ENCOUNTl!Rl!D WITHIN THI! AREAS TO BE, EXCAVATED FOR PLANT PITS AND PLANTING Bl!DS. PROTECT ALL ARIAS THAT ARI! TO BE TRUCKED OVIR AND UPON WHICH SOIL IS TO Bl TEMPORARILY STACKED PENDING ITS RE•USE FOR THE FILLING OF HOLIS, PITS, AND BIDS. .3 C. EXCESS SOIL Gl!Nl!RATED FROM THI! PLANTING HOLES SHALL BE SPREAD ON THE SITE AS DIRECTED BY THE ARCHITECT. D. PLANTS IN CONTAINERS SHALL HAVI! THI! CANS OPENED BY CUTTING VERTICALLY ON OPPOSITI! SIDES OF EACH CAN WITH NURSl!RY CAN OPl!NIRS, TIN SNIPS, 011 OTHIR APPROVID INSTRUMENTS FOR THIS PURPOSE. ALL USl!D CONTAINERS SHALL Bl! Rl!MOVIO TO THE STORAGE AREA OR FROM THE SITE DAILY. E. THE PLANTS SHALL BE PLANTED AT APPROVED LOCATIONS WITH THE HERETOFORE SPECIFIED CONDITIONER AND SOIL PLANTING BACKFILL. NO PLANT EXCEPT GROUNDCOVER SHALL BE PLANTED WITHIN THRl!E (3) FEET OF SPRINKLl!R HEADS. NO TREE SHALL Bl PLANTED WITHIN SIX (6) FEl!T OF SPRINKLER HEADS. F. G. H, I. J. K. L. M. N. THI! PLANTS SHALL BE PLACED IN THI! PLANTING PITS ON UNDISTURBED GRADE, SO THAT THE CROWNS OF THI ROOT BALLS ARI 1" ABOVE SURROUNDING FINISH GRADE. APTER SETTING THI! PLANTS, THI! REMAINING BACKFILL MATERIAL SHALL BE CARl!FULLY TAMPED AND Sl!TTLID AROUND EACH ROOT BALL TO PILL ALL VOIDS. l!ACH TREE AND SHRUB SHALL BE PLACED IN THI! Cl!NTl!R OF THI HOLi! AND SHALL Bl SET PLUMB AND HILD RIGIDLY IN POSITION UNTIL THE PLANTING BACKFILL HAS Bl!l!N TAM PED FROM AROUND EACH ROOT BALL. PLANTING .TABLl!TS SHALL Ell PLACID IN l!ACH PLANTING HOLE, LOCATED AS Pl!R MANUFACTURl!R'S SPICIFICATIONS, AT THE FOLLOWING RATIS: (1)•5 GRAM TABLET (1)·21 GRAM TABLET (3)•21 ORAM TABLETS (5)-21 ORAM TABLETS (1)·21 GRAM TABLET PER LINER AND PLAT SIZII PLANT. PER 1·GALLON CONTAINER. Pl!R &•GALLON CONTAINER. PER 15•GALLON CONTAINER. PER EACH 3" OF BOX SIZE. NO PLANT WILL BE ACCEPTED IF THE ROOT EIALL IS BROKEN OR CRACKED, EITHl!R BEFORE, DURINQ OR AFTIFI THI PROCESS OF INSTALLATION. ALL PLANTS SHALL Bl THOROUGHLY WATIRID IN TO THI FULL DEPTH OF EACH PLANTING HOLE IMMIOIATILY Al'TER PLANTING, ALL TRIES $PECIFll!O TO Bl STAKED SHALL Ill STAKl!D WITH TWO LODGI! POLI! STAKES, DRIVIIN INTO THI GROUND ON THE SIDES OF THE TRl!I PERPENDICULAR TO THE PRl!VAILING WINDS. THE STAKES SHALL BE DRIVEN IN PLUMB AND SICURE. SPl!CIAL CARE SHALL BE TAKEN THAT THI DRIVING IN OF THE STAKE DOES NOT OAMAGI THI TRIii ROOTS OR ROOT BALL. TREE Tll!S SHALL BE FASTENED TO EACH TRl!I AND STAKI BY LOOPING FIGURI! 8'8 WITH THI INIIDI DIAMl!TIR OF THE TIE AT 2 OR 3 TIMl!S THI OIAMITIR 01' TH I! TREE AND BY TACKING THE BACK OF THI TIE TO THI ITAKI. (81E DITAILl!D DRAWINGS,) ALL TREES SPECIFIED TO Bl! GUYED SHALL Bl! GUYED Al DITAILl!O. THI STAKING AND GUYING SHALL Bl! ACCOMPLISHED IN SUCH A MANNIII AS TO INSURE THI PROPER AND Hl!ALTHY GROWTH AND SAFETY OF THE PLANTS, PROPl!RTY, AND THE PUBLIC. THI CONTRACTOR SHALL BE RIIPONIIBL! FOR ALL SURFACE AND SUBSURFACE DRAINAGI! REQUIRED WHICH MAY AFFECT HIS GUARANTEI! OF THI! TREES, SHRUBS, ANO VINES. 0. PRUNING AFTIR PLANTING SHALL Bl RIQUIRID ON ALL TRIES, SHRUBS, AND VINl!S WHEN NICIIIARY TO PROVIDE THI SPICll'll!D OR APPROVED STANDARD SHAPl!S, FORM AND/OR SIZES CHARACTERISTIC TO EACH PLANT. PRUNING MAY INCLUDE THINNING, TOPPING, AND/OR CUTTINO AND SHALL Bl! UNDER THE DIRICTION OF THI ARCHITl!CT. CUTS OVER 3/4 INCH IN DIAMETIR SHALL Bl PAINTIID WITH APPROVED TREii SEALANT, P. ALL TREES 24" BOX AND LARGER SHALL Bl SPOTTID AND PLANTED WITH A CRANI! • Q. ALL TRl!ES 24" BOJC ANO LARGER SHALL Bl SPOTTED IN PLACI! PRIOR TO THE DIGGING OF THIE HOLE. PLAHIIHA GROUNDCOVIRS; A. GROUNDCOVIRS SHALL BE PLANTIO IN THI AREAS INDICATED ON THE DRAWINGS. THI QROUNDCOVER PLANTS SHALL BE ROOTED CUTTINGS GROWN IN FLATS, AND SHALL Rl!MAIN IN THOSE FLATS UNTIL TRANSPLANTING. B. ALL OROUNDCOVIR PLANTS SHALL BE PLANTIO WITH SOIL AROUND ROOTS IN STAGGIRID ROWS, l!VINLY SPACED AT THI INTERVALS CALLED OUT ON THI DIIAWINGS . C. THE GROUNDCOVER PLANTS SHALL 81 PLANTID SUPl'I• CIENTLY DIEP TO COVER ALL ROOTS AND A PLANTING TABLET SHALL Bl! PLACID IN EACH PLANTING HOLi, AS PIR MANUFACTURl!R'S SPl!CIFICATIONS, AND SHALL BE IMMIDI• ATELY SPRINKLED AFTER PLANTING UNTIL THI INTIRI AREA IS SOAKl!D TO THE FULL DIPTH 01' ALL THI HOLl!S • D. THE GROUNDCOVIR PLANTING ARIA SHALL Bl! HAND- SMOOTHID APTER PLANTING TO PROVIDE AN IVIN, SMOOTH E. FINAL FINISH GRADE. QROUNDCOVl!R SHALL BE PLANT STEM WHEAi! SHRUBS Landac::iap• ATchltecturo • Planning Ln J'olla. C.u,tre II PLANTID wrrHIN 12" 01' MAIN AND Till!l!B ARI! PLANTl!D. ~ CA,t () '/ . ~ ' ;, ""' ::;i , ~ _. .<"'Ail" / ~--~ OF CA\.\\~ EXP. DATE l-~!:il! 9266 Towne Centta Drhe, Suite 340 San Dteao. CA aa111•aooa 819.H0,15'75 • ras 560.1680 DATE INITIAL ENGINEER OF WOOK REVISION DESCRIPTION I 3.6 Hl!RBICIDE APPLICATION: PRE-EMERGENT HERBICIDE SHALL BE APPLIID TO GROUNOCOVER ARIAS ONLY, ANO IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. DO NOT APPLY IN LAWN OR HYDROSEID ARIAS. ARCHITECT SHALL BE NOTIFll!D AND PRESENT AT THE TIMI OF THI APPLICATION. 3, 7 CLEAN UP: AS PROJECT PROGRISSES, CONTRACTOR SHALL MAINTAIN ALL ARIAi IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OP PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK. CONTRACTOR SHALL SWEEP ANO CLEAN ALL SIDl!WALKS, ASPHALT, AND CONCRETE ARIAS ADJACENT TO PLANTINGS. J N -#98-047 . . "AS BUILT 11 APPROVED FOR PLANTING AND IRRIGATION ONLY, DATE INCLUDING PRECISE RLA EXP. LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE ~ CITY OF CARLSBAD ~ PLANNING DEPARTMENT &, I, RANCHO CARRILLO ENTRY AREAS - APPROVEDI A ~ 9-Zk,-a; ASSISTANT PLANNING DIRECTOR DATE [llwR'~n I PRoJ~T NO, I DRAWING NO, DATE INITIAL DATE INITIAL CHKD BY: 3 Q(.. .q M OTHER APPROVAL CITY APPROVAL RVWD BY: m~~~-t'E>