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HomeMy WebLinkAboutDWG 343-2L; CT 94-02; PACIFIC POINTE; 01-09l 4 5, (). 7. R. (J. LANDSCAPE ARCHITECTURAL PLANS FOR: GENERAi_, CONDITIONS PROTF,CTJON Of-Llf-E AND PROP_fRTY Contractor shall protect all construction and landscaping from damage and, when required. provide guards or· covering_ Any (hirnage shall he repaired or replaced ut the Contractor\ expense_ Contractors on the joh sh:111 c.irry the following insurance: (I) Worker's Compensation, (b) Pllblic Comprehensive General Liability, and (c) Property D.:irn.age. In an emergency threatening the safety of life, work or adjoirnng proper1y, the Contractor 1s hcrchy instructed to act at his discretion to prevent such loss or injury and shall rnaintain the following minimum I iability insurance coverage during the contract period Bodi!y Inj11ry Property Damage COVERAGF, $250,000 per Jndiv1dual, per Occurrence $ I 00,000 per Occurrence, aggregate The Contractor shall cause to be named as. additional insured in such Contrnctor\; Puhlrc Linhility, Contractor's Protective Liahility and Automohi!e Liability Insurance policies the following: (a) Lucas & Mercier Development, Inc 2971] Avcr1ida de la Banderas, Rancho Santa Margarita, Ca. 92688 (b) Gillespie Design (;roun Inc., 8910 University Center Lane. Suite 580, San Diego, Ca. 92 I 22. Contractor shall not cause this policy to be cancelled or permit it to lnpse, anJ the insurance policy shall include a clause to the effect that. the policy shall not, at any time during the construction period, he cance!led or reduced, restricted or limited until f'ifreen ( 15) days atter all additional insured, have received written notice as ~vidcnced by returned receipts of registered or certified letters. The CotHrnctor agrees to hold the Owner an<l Landscape Architect harmless from :i:1y c-launs arising out of his operations or the operations of any of his suhcontt·.;Ktors, material supplies, or ngcnts. All local, mt1rnc1pal and state bws, rules and regulations governing or relating to any rortion of this work are hereby incorporated into and made a part of these . ..;pecification:-;rntl their provisions shall he carried out hy the c-ontrnctor. Tht~ contractor shnll verify the locations of all existing utilities, strnctures. and snv1ccs before commencing work. Tht~ loi..:d(ions or utilities, strncrnrc-s and ser·v1ccs shown in these plans ~lre approximilte only. Any discrepancies hetween these plans and actual field conditions shall he reponed to the owner or landscape architect The contractor i.;hall protect all existing utilities and features to remain on, and adjacent to, the project site during construction . Contractor shall repair, at his own expense, all damage resulting from his operations or negligence. The contractor shall ohtain the pertinent engineering and;/or architectural plans hdore beginning work. Permits for any constrnction depicled in these plans shall he ohtained by the contr;_ictor. Contractor shall have a valid contractors license required for rhe pmticular work being Jone. Contractor shall no! allow !he licensc(s) to lnp'-e during the contract period_ D PLANS PREPARED FOR: LUCAS & MERCIER DEVELOPMENT, INC. 29713 A VENIDA DE LA BANDERAS RANCHO SANTA MARGARITA, CA 92688 714-589-4480 PLANS PREPARED BY: GILLESPIE DESIGN GROUP 8910 UNIVERSITY CENTER LANE SUITE 580 SAN DIEGO, CA 92122 619-558-8977 VICINITY MAP "JTS ,... SHEET INDEX TITLE SHEET CONSTRUCTION PLAN CONSTRUCTION NOTES AND DETAILS IRRIGATION PLAN IRRIGATION NOTES AND DETAILS PLANTING PLAN PLANTING NOTE~ ,'.\ND DETAILS DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I, AM I!:!ELA_NDSCAPF A,RCHITEC(_OF WORK FOR TH.IS PROJECT, ThAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPl=CIFICAT'ONS gy THE ci-y OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES IS CONFINED TO A REVIEW ONLY. ANO DOES NOTRELIEVE ME, AS' LANDSCAPF ARCHIT.ECT OF WORK, CF MY RESPONSIBILITIES FOR PROJECT DESIGN. F-lESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFOHMAilCE \l\!ITH THE APPROVED-LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLANU·.A DALL CONDIT;NS'"'5IlF ArP ·.OVA.L RELATED TO LANDSCAPING. BY 'i'v;,,J~J=~~ ~-/,\14_•, DATE·3_:_z~]:-2 Preparer -. I FIRM NAME & ADDRESS: !J!LLESPIE DESIGN GROUP INC. 891 0 UNIVERSITY CENTER LANE SUITE 580 SAN DIEGO CA Q?_i 22 PHO_l,J~}JO: /619\558 8977 FAX: (619)558.:)JJJill BC:GJSTRA,TION NO: CA 1:J<,2 .. EXPIRATION D/\_TE; APRIL 30 1997 ~: 0 5 1 a 25 1 2 3,4 5 6,7 8 9 OU.\·. -..r JC.El ~O 94-02., DAH 4-2!3-'j'5 SCAL( NT$ SH(E~S P\..l>NHINb DEPARTMENT 9 t---t---t-----------+------l---+--+-------11 ~.EET I CITY OF CARLS BAD ~=--'==========::::::::=:::::::::::=====::::::...::==; .-----------------r------;; .. ~A:-:S:::-~B:::-U~I::L-;:T';;,-, -------;----,-J--f--------'---------+---'--.-J-_ _j__~~-1 . TITLE SHEET FOR: ~Fl0 POINTE, AIJPROVED FOR PLANTING 1\ND IRRIGATION ONLY, IN,CLUDING PRECISE LOCi\rI'ION OF PLANTING Al\EAS. RC£ ___ ~ REVIEWED BY: INSPECTOcl EXP, ___ _ DATE 0Af( DATE RE\/ISION DESCRIPTION OlH(R APPPQVAJ.. LUCAS & MERCIER CARLSBAD PROJECT CT 94-02 _ .. --• PUO 94-01 0Af( INITIAL.. CHY APPROVAL • I I I f".'.i' 7Yf' ---+---· "''"' . I SYMBOL LEGEND LOT 3 PAD 38.4 FF 39.1 ;LOT 2 PAD 39.6 FF 40.3 LOT I PAD 40.9 FF 41.6 DIRECTION OF SURFACE FlfJW TOP OF SLOPE llOTTOM OF SLOPE 6" STAIRS -ELEV. CHA/\GE SCORE JOINT EXPANSION JOINT TYPICAL ALIGN fl ii ----t CEJ\"TERLINE p~ RADIUS ~ <x_f ANGLE 0 0 Construction Legend ENHANCED CONCRETE DRIVEWAY -PER CIVIL --1-®...:4o_._ EKGINEERS PLAN W/ DEEP SCORED TROWEL \±.J BA"1DS & MEDIUM BROOM Fl'.'IISH FIELD, SAN DIEGO BUFF COLOR. PRODUCTION SJDEW ALK -MEDIUM BROOM __ ____iD_4e FINISH, SAN DIEGO B\JFF COLOR. \ii LOT 6 PAD 41.3 FF 42.0 ! 0 0 0 @ ROSE GARDEN WALK -EXPOSED AGGREGATE ~ FINJSH,NATURALGRAYCOLOR. --w- SLUMP BLOCK STAIRS/WALL WI HAN_DRAIL --~--~ ROSE GARDEN CONCRETE STAIRS -EXPOSED -tI' AGGREGATE FINISH, NATURAL GRAY COLOR. ~ 3' TUBULAR STEEL FENCE ON 2' SLUMP BLOCK WALL. ALIGN ei:::Ge OF 11"0WE5L--~D w/ Gt>f'.P,.bB ~ EDGe. (Tf P' i;:;:}Qf 1-VU-E-E) ---® \ \ \ \ \ G) CD ® ® @ @ @ 0 5' TUBULAR STEEL FEKCE ON CIVIL ENGINEERS -'f' RETAINING WALL. ~ 5'TUBULARSTEELENTRYGATE -CI) 5' WOOD FE'lCE ON SLUMP BLOCK WALL ffi s wOuocuNcc @@ S'WOODGATE 1!> © WOOD OVERHEAD CURVED CAST STONE BENCH (2) -#807 AV AILA Bl£ FRO,\,-!: FLORENTINE CRAFTSMAN, INC. I (800) 876-3567 STRAIGHT CAST STONE BENCH (4) -#806 AVAILABLE FROM: FLORENTINE CRAFTSMAN, INC I (800) 876-3567 CAST STONE BIRD BATH. #8 !O AVAILABLE FROM: FLORENTINE CRAFTSMAN, INC. I (800) 876-3567 121 SQ. CONCRETE PA VERS (TYPICAL) SHOVEL CUT TCRI' I \ ~=~~8L--------------------~----~'=i~~D~~~~-~~l-----'~ ~~ ~~-•~'--1~~~-~-·--4, 4 1 -~1 i__,,__ __ 1-_o_ 1"1F==1 ,i\r)r)FUJVF:I) FC)R PLANTINC; AND IF{l\lC;1\TION C)'\JLY, INCL U[) IN c; PR 1:c 1::~ }=: LOC.A'TION OF PLAN'rI\fC \ J\I\El\S. ld "AS BUILT'' RC[ __ ~ EXP __ _ REVIE'M:D BY: INSPECTOR LOT 5 PAD 41.7 FF 42.4 LOT 4 PAD 43.4 FF 44.1 SEE SHEET '2 SEE SHEET ~ SEE SHEETS 3,4 i'ii.F+ 1TYP. I DO □ 121-011 : -------,f---- \ \ FOR CONSTRUCTION LEGEND FOR CONSTRUCTION NOTES FOR CONSTRUCTION DETAILS 0 5 1 0 5--letNEei2JNb ~f'-- 25 . . '· ,,' .,, •--I Jill~., ~ DR.AWN . ·-C.0,\ ..... APf'R.OVf.:-.i --- p3 NO "f+-02. 0 A T£ .r: ;l f'., --'12_ $('..A.LE _1'' • U)'~ O" [ SH2EET I CITY OF CARLSBAD ~SHEETS I t----;--+----------------4-----1-----+--+---I P\..ANNJNt;;, DEPARTMENT 9 DATE DATE DA TE INITIAL ENGINEER Of" M'lflK REVISION DESCRIPTION -----t--+-----+------1 CONSTRUCTION PLAN FOR: PACIFIC--POl/':tfE'.. LUCAS & l\iERCIER CA.RLSBAD PROJECT CT 94-02 O'IIN BY: GLOBEY I i--D_A TE_~•N1_TI_AL--t-_DA_TE_~•-Nrn_AL---f CHK D By BUNO y OTHER APPROVAi-CITY APPROVAi-Rli'M) BY -fil~ PROJECT NO CT"'f4-0'2 PUO 94-01 I DRAl'llNG NO . f>4~-2L -· a ' -a _, 0 j I 7 / f ~-1'1'307bf'4M70M FAILS :z''~ Ti.JB k 61" •c,f1"1"-L Li 1.J l'-:1 T1SP:f-A 11,U,.L.1 4- COR Nic::12-roeo""f A'o.c. COAWA u....11 q,Lli 1<s.e r, l=ME7E.0 IN WALL M lf..l. 1'2." 1-~-++--'t-1--q1a-1 ~-f'k~e 4"0-C, (A\ TUBULARSTEELFENCEONWALL NTS 0_,;i---------- SFCTION Ci---------© WOOD FENCE OM w ALL NTS - 0 Ii' 1 "'S,-ft;;D\JCOP Cf'-CE~ ~ '.2"-4 "c:-poss ~ (fl;l>,p-) ~~~~L-1 -,,.4-eorror1 Ff--1~ (rP0t-tr? ']_ ,-+ 11 11 ( ff;Af--) ,"'-f1rli5i-1 6JP-WC:-- ® 5' WOOD GATE E~------NTs NctE! 6/>.TI::. ~ BE: -f'~Nrl=D w/ONE. COAT:rJZLJST-,-0).:.. LeUM· PRIME:.i:2 , ,l:,ND ONE c~ Q=_'~ST-0-~UM f=lNISH COLDR, -. . . . 0 , ~ ~I 1/ :...---, .. -0 .. .. -· -· ' . ---rnur:.1B-LATCH- I I ·v:t10UN11N~-tiE:J~T ' \"'clc'CO,:::,E,; ' . I . 11 ! SELF-LATcH/N,S, ¥-E.'(l:D L--00-K. ~ R 1 N ----Lf.:l:O eo-' . 0. . .. I ! 8'7 H I NG E:'.'5: ---__ · - ----I . " ···- I ' ' ' ' I ' ' I ' -.. ------·~ ·-.. , .. ,. .. .,. ... -- l-i-'.N I I - I \ NI, ·5p;rE "lb ti,l:,,.'Y~ --x 1 II ":::fL , 'llJE£ f'RM"!e.. W/ ---1' 0'.x'UN<e. . .-:,ueiuLt>R .CTL. P1c.J<.e-e, e 4''0.C., -®e;'.e," HIGH SELF CLOSING W.I. GATE NTS 1 \"' -------------,Zx~ T}ZI~ -i2E,AJZ-TOf'~!'v7TO~ ' ' ' ( (\ 1,uj f1211v1· FJ2;:?Nf-T"f'-t-eoTT01---t I II ... \...------1 "-0 Clc:-Pt>-F? t::,:J.A~ ------~- \ 4~ f'O/.-t;,H 0Aww ~-re 1 I'-~~ 6-do.c., ~x::.<>--0 ec>f2f.JEF, I / iJorE;: b---T ~~s,e .s,,1Dt::: -I I rt,Jio · 1 t21 f--1 ~ ~LI-ee: \ /: 1 . ;:;:ohf.:, =J,-,,1~r10J -==~:::.:~--::: "---==-----= \r~-:;-~::\."~-::..=·~=:-+· ,..--------n N is,J.ec;, 0-tf".b-D e, ----..........,._,.,-,,,.L-(:~ -"'+---1-n.,........,.,.r=-:-rr=-i'.:'"'1 If;'" 1111~1l§I: @:·~ ! :{[,u.-~lla_--_11 ___ COl'Cfep; rz::on~-li? ~---"J Cf) ill:; _ ... I[_ -t<:\~~============:·!l;~:;:11~-'-"-l': f_c,~-.>=~11 !~ 1-~~----- f/'.:_,q, ELEVATION SECTION @~---.:WO:...O:...D:_.;,;_F_E_N....;;C_E _____________ _ NO"r TC) SCALE ~ : 1. 2. 3. 4 . 5. 6. 1 . 2. 3. 4 5. 6. 7. 1. GRADING AND DRAINAGE NOTES All surlace drainage to be away from all footings. foundations and building walls at minimum of 2%. Cross slope walks and paving 1 % minimum, unless otheiwise noted. Surface slopes shall be a minimum of 2% to drains in all planting areas. Specimen trees shall be in place prior to installation of drain line. Dra'n line placement shall be adjusted around trees. Round toes and edges of all slopes. Contour slopes between walks and buildings. Refer to Civil Engineer drawings for additional grades and information. Verify on- site and report discrepancies to Landscape Architect before start of any work on this contract METAL FENCING / GATES Fencing shall be seamless steel tubing, grade B, conforming to ASTM A501-81. Landscape Contractor shall secure all field measurements required for proper and adequate fabrication and installation. Fencing and gates shall be fabricated and assembled in the shop to the greatest extenl possible. All welds and other connections exposed in the finished work shall be ground and dressed smooth and so !hat the shape and profile of the item welded is preserved. Gates shall receive heavy-duty spring loaded hinge assemblies with sel'-la'.ching hardware . All surlaces shall be prime coated with synthetic. rust-inhibit'ng primer. Final finish shall be electrcstatica 1Iy applied of two (2) coats of a lusterless alkyd enamel. See plan for color. All gates shall be self-closing wi•h steel stops and keyed locks. CARPENTRY All lumber shall be Douglas fie, No. 2 grade or better, unless othe.,wise indicated. 2. All lumber shall be milled S4S, unless otheiwise indicated. 3 All connectors, anchors and accessories, including nails. shall be fabrica!ed structural s1eel and shall be hot dipped galvanized. 4. 5. 1. 2. 3. 4 5. 6. 7. 1. 2. 3. 4. 5. 6. 7 8 9. 10. All surfaces shall be painted with one (1) coat of exterior primer and two (2) coats of weather-resistant Alkyd enamel, Color finish shall be as 'ndicated on p'ans. All gates shall be self-closing with steel stops. REINFORCED MASONRY Concrete block units shall be medium weight and comply with ASTM C90, grade N. Provide deep-cut bond beam units. Retaining walls and walls below grade shall be grouted solid. All ceHs containing reinforcing shall be grouted solid, Immediately after grouting, consolidate grout using mechanical vibrating equipment. Roding will not be accepted. Mortar shall consist of one part Portland cement. 3 1/2 to 4 parts sand based on dry loose volume, and not less than 1/4 part nor more than 1/2 part lime. Grout shall be 2,000 PSI minimum. proportioned 1 cement, 3 sand. 2 pea gravel, Re•nforcing shall comply with ASTM A615. grade 40. Lap 40 diameters. CONCRETE Concrete shall have a minimum compressive strength in 28 days of 2.500 PSI Cemen: shall be type 1. Reinforcing sh~II comply with ASTM A615, grade 40, No pipes or ducts shall be placed in concrete walls or siabs unless specifically delailed. Reinforcing detailing shall conform to the Concrete Reinforcing Steel Institute "Manual of Slandard Practice," latest edition. Reinforc;ng, anchor bolts and all other embedded items shall be securely held in position prior to placing concrete. Splice continuous reinforcing with 40 diameters minimum lap. Al! expansion joints shall be 1/2-inch pre-molded felt material and installed where indicsated, and at all buildings, walls and fixed ,mprovements. All expansion joints shall receive 1/2-inch thick sealing compound. Color to match adjacent surtace color_ All concrete walks shall receive a rredium broom finish, unless otherwise indicated. Score joints shall be tooled 114-inch wide by 1/4-inch deep as indicated. ····-2 .:r,,,,.. WN nJ 0 5 , 0 25 Arr~oc-:vc:-,::--D--- /CB NO. 9+-02.. DATl 4-2,!!,-jf; SCA'-~ NTS f'l-1,NNING> DEPART>.'.'C:NT •. 9 ,---~--:--~~----.,..-----,-1r---~,,:-A".'":S::-:B:-:U:::I::L-:T'::;-;-. ----7J---4--l-------~-------l--'--.J___.J_ __ (___J _ coNsTRucTroN NoTEs & oETAILs roR, ~Fie, /\PPROVED FOR PLANTINC~ LUCAS & MERCIER R')INTB t---t--t-~-------~~-f---l---l---1------11 SH3EET I CITY OF CARLSBAD I SHEETS I AND IRRIGATION ONLY, CT 94-02 CARLSl3A.D PROJECT INCLUDING PRE:CISE RC( __ EXP·-~~ DATE APPROV[D. (:f(.IJ s----/o-,.;,_~,; LOCATION _ 0 F . PLANTING REVlE'M:D BY: t---j---------/-7~-----------+--l-----l--l----1 ;::~A:=~,-~~~:=~;T~'---f'l...k--l~=~-~N.,,-l~N-c-~b,-:=---cc-i::i;;F'EC[OP-;t;;;;;;;;;;;-::;-~=--=--=[:1-/>,=T.;=E-=:~ \ 1\REA.S. -·-□ATT: 1NJnA1. DAlE INl:1AJ.. OA1E ,N,nAL Dl'N BY: .GLOD_~Y PROJECT NO_ I DC:AJ,IN NO I INSPECTOR DATE REVISION DESCRIPTION CHKD BY BUNDY Cf '94-02 '34"-ZL- ENGaNEER Ck W(:R><. OlHER APPROVAL. CJT"T" APPROVAL RV¼ll BY "RI H PUO 94-01 ;D ' - lj\ I ' " - 0 ' r,-13'-o" 1 ✓-11" '-:P"I'- I n U LI ./ n r( -/ J u PLAN ---~ ~ &,,<. 6 ~ 1Pf1'.'-11S"D 17 f' Po-sf I / 1 ,q') f1_.,N-ff-q--Js / /-£1r-1f'S=i----l q:3"4, fOST ~E _/ -f>".f]'-riSICTi .j01riT C-Ott:ffTio: f0'.717 rt:ci ~--o:::M~D SUNJl'W"-E ~ 5011.-S /Ef'Of'-T ..,,.-,--~ PP..v'IN&-®- SECTION- @,.,_w_o_o_D_o_v_E_RH_E_A_D ________ NT_s co,J1,z-:,t...-.b1JT 1/4 11 f2.b0. r~~- Y21 PEE-pi t;";>'-.P.e,. ul-.lLE.Lk r--1-oTex> 1/4 1 AsL1E.)(f'P.080J cb1 Jr; Y-'r'1 p>--0 rn.;,\.-eO E.06'!51 1.-s 1 oc. L.h.JL-ec.,,<., f-.bye-t?, C-M L. ~ TD 1-1 t,,. ,6.1-f'bl./ 1 J q ,t,;;-_ :-__ ~-_.7-c::::"7·;'"-;:-r~/:::-;c-_'.""'; <~c:,;;'.•j:'fE~~;:c-:-_.,...,._""",-~:z;;;:;r:;:;g--'1 11 iJoJ. COµC-. f"t>-v.\Wc;,1 c,::i__.o;:?d-- F !LI-1 ~ i.l-Pl":f2-fl,.b\-J-";;, ~tf¥--~ CC>0~'fE'.P 'bt..JB>~ f\".f< -SOILS ?E-fbf'T SECTION ® CONCRETE WALKS & PA YING NTS I i t· B ~1'2. • 1'2 SLi.JMP CP-Ps / ' ,/·· ~ 4 07NCf'e)E f'p,.J:7 SEe T'E');t,.IL _/ ~--8•0 • 1 & SUJl-1 P ]3l,.OC.J<'-- ~-¾,;, ~P-, Yf'l"-T@ 1t>" o.c .,......_-F:NI-SH &~ ' ' I ! , '2-'-o" I +-------~-SECTION ~ i::::-~-------;;----"7"""""-110-' 1LJB srE5L. W+.1~11----'r fbST -CCNTJ'ACJOF' lb fl'bV1= SHoF ~ING--=--FOf'-END =rl',11.- CCf"f' r::'F/Ll-~ QUll"SET f'D$T IN"TD c,;wx,,-_ @ CEN,EF-OF 'Sf,,,._,~, ENl:%0 MIN. HZ". ~-"1/b" ""fEEL... 'f'iO'eTS _,-----1'2 < 1'2 5!...!J/."JP ~, Fb\J>--ID Nose@ E'OGE- ~--e,,_ ,i.,J< !(,, S!.-UHP ~ ""TD l-1A7D-I A=]}>-11---liNG, WAL.I.-1 G-1"cn..JT AL.L f>,LL.Ce,U,.<;. _ ~-,I-?, ff~, V!:,f<T@ 1B"o,c., WF'P-P-~ BorlDM ELEVATION SLUMP BLOCK STAIRS/WALL W/ NTS TUBULAR STEEL HANDRAIL r ,?. r --.-,--~:-,-----,:,"\}~-~-----.A-:-,---:-_.------~ -,r-,-.: ~---. -_ _---:-_. -_--,.,..., -. -L -~--------nln---i-.l'r/l '--... 11 l • -------1/411 1",6-01 LE, p()G,E. ~-~--CPNC-121:=. TE 6TEfS i=:1f'OSBD ~ATE- f="tNISH t-----# 3 !2£.f,A/2--ca.l.1\ W Uc1JS ~--# 3 12-E.U 12-e 1.2' o. c...-, 1 /.<.l-1 C::X fLN0 ID N .....l,:.711/T .. ,_ . •. A • III§!_\\--._:_~, ____ -..,.,..,.._:-. __ 1-..,,.,, ~~-·~- =l l:i' l -fITT , c.c:riFU:Tc.-D SU~ " ' -r1=f'-601L6 P,.~ ©i--C_O_N_C_RE_T_E_S_T_A_I_R_S_.;_ _____ ....;.___N_T_S -- -~-. . ~ -.. ~-·.· . . ,. . ·4 .a ,, ,s:> • ~~c-c----------. ~ <,)~ ~ ~ . 6 •. "! . _:,P· :! . ·.q~._-: . -.··----.--~ _: .•.. -: .;,,;-·_ ·:•'~'.'!:-~ .... ~---~~ .-_'! .. 1111 .... -1111~:: lll:=-11 1 1'"3!!/~ 13 ii -111:::::i111.:Jll@IH§il§II~ 1_111 ~llell§JI[_=-lllsllsl I ::=JiJB:_1~1~!1~11~ IIIJ;?iJII -1111 ~~Ill f eoi---1 F" .i-e. Teo "-:-,t..113 -c., p.bc: f'E:12-6.s>1LS 12-Ef6l2-'f SECTION @ ENHANCEDENTRYDRIVEPAVING NTS Di------------ Aff'F'Dv'BD : i i [ a s ~ o 25 (l ....,..._\\'kl JO• NO. "l+· OZ.., OM[ 4-2B-'l'3 $ -:: AL [ I-fr?_ ' ,----;;,,~A~S~--B~U~IL~T;,,:--"'----7f---+--J.----------'----====r==+===+===r==i . CONSTRUCTI0-'1 DETAILS FOR: 'PP,:iflG "R::>!NTE, APPROVED FOR· PLANTING .LUCAS & MERCIER_ .--i----t---~----'-........:.....--+------+--+---+---.l[ SH4ET I CITY OF CARLSBAD -~9 Fl/>NNING DEPARTJ.lENT L.!___j AND IRRIGATION · ONLY, er 94----02 CA.RLSBAD PROJECT P:.io g4 .... 01 INCLUDING PRI~CISE . RCE __ EXP____ DATE LOC1-\TION OF PLANTING AREAS. REVIE¼fD BY: INSPECTOR DATE APPROVED -/ . V f' //; 9 r---i-.c.............1-----------'-----+-....:..___-J----+---......:..........j___j I I ?;L . -, (, -' s tr~~~=+;;;=t21s:=========================t~=:=t====J====i===j .. ~"5¢,NT fl../>,Nl,IINS Pl~ DA TE o,-n: ,,..n,.,_ DWN BY: GLOBEY / PROJECT NO. I/ o~AV'NG N·,J_/ ., DATI: :N1nA.L OATT.: 1NrnA.L "' '1 (NCINEER c,c 'MlRI< REVlS!ON DESCRIPTION CHKD BY: BU,'JOY er aA-02._ !.$43-2.L. , '•: ornrn APPqOv"-1.. cnv APN<ov,.,_ RIAID BY:~~ /,___ ____ -r-T __ ..........JI , - J...oCf--TB MA I NW Ne IN'?! DE-fE_ r. Ho A MAINTBN.ANCe EP,.<c,EMESNT . I -~/\--> I (1" I I I I I I / -~ 2 ~~ I I I I , I I I ,, I I : I I I I I I I I I I I ' I ' ,,.,-.., I I; I I I I I I ' ' I ,, I I I I ~IA I I , I I I I _,_I I I 4 l'l. e, 21. '1'5 q,. (p LOT 3 PAD 38.4 FF 39.1 © "l.7'0 ,, ~ YAL'/f:. ff' ~f'-IN-&1 DE P.~ &J>f206N LOT 2 PAD 39.6 FF 40.3 '1'r-'"-O',/JJ7E;; 110\/ l70,,<$f2. fvF"-fZo&e ~ ~R fi-VP..Lv'E:. LOT 1 PAD 40.9 FF 41.6 \ .. t4: 0 . ' • - t.{ $/4' i\PPl"\O VED FOR PL.ANTII\C~ i\ N I) IRR I GA T 10 N O f\J LY, It,JC LUDIKC 1:)RECISE \ LOCi\TION OF ?L1\NTIKG }\REAS. '.t/ 3'.4 3/4'' J/4'' REVIEWED BY: 1/4 3)4•' 3 LOT 6 PAD 41.3 FF 42.0 .. 3/.q" . - 4.o 1;-4• ?,/,'/" .------------...... ----,,-------'----'---,-, LOT 5 PAD 41.7 FF 42.4 LOT 4 PAD 43.4 FF 44.1 SE.E SHEET SEE SHEET Af'PPOVEV' I I I I I I I I I I I I I I I I I 311'' 4"4'' i, I ,, I I I I 4 I I [. I I I I I I I I. I I I I I I I I I I I ! 3 ,! I ' D/4 11 C 3/,j'' 3/q'' PRESSURE CALCULATIONS YV/11 t;;ri NH::. J t:::R @ f<o5e &P-F'Pe-N SIZE '¾-''· HGL. ELEVATION AT f.!ETER '!,7 HEAD LOSS TO METER X .433 , qs.o MAXIMUM DEMAND (GPM) "'.]4,0 E'.EVATION 41 HEAD LOSS AT R.C.V. x A33"' /., PRESSURE AT R.C.V. q I ,-e. . . PRESSURE CALCULATIONS FOR REMOTE CONTROL VALVE: ---'--_WATER METER _'2-<-·'--'-1_PSI LOSS _ _...._BACKFcOW PREVENTER _J1.:..• ,,.Cq,___PSI LOSS -~-STRAINER -~-PSI LOSS _ _.__FILTER .Z.4 PSI LOSS ___ GATE/BALL VALVES · ___ PSI 1.0SS ___ MASTER VALVE ___ PSI LOSS _.....,_[ _PR2SSURE REGULATOR _1"'0"------_PSI LOSS 116 1 J'~" MAINLINE 5 -1-'S PSI LOSS " MAINLINE PSI LOSS _ _.__REMOTE CONTROL VALVE _4~-~4_PSI LOSS ___ 2" LATERAL LINE ___ PSI LOSS ~ 1 112" LATERAL LINE ___ PSI LOSS -~-1 114" LATERAL LINE ___ PSI LOSS ----e-"=-~1" LATERAL LINE ,,Zti PSI LOSS 4B' 314" LATERAL LINE .......1.l.a..,1'p..,___PSI LOSS ___ ,/2" LATERAL 1.INE ___ PS! LCSS -~-10% FITTINC\1 '-'--':38 -----='Z'-'-'o"--_PS: LCSS ,:2al ELC:V, Ch' 1•,E: (IN SYSTEM) . 61' 0SI LOSS TOT11L SYSTEMS LOSS '7./l,1 PSI PRESSURE REOUIP,ED AT HEAD 110.0 PSI TOTAL PRESSURE REQUIRED G'2-.'7 PSI STATIC PRESSURE AVAILABLE °I],'? PSI RESIOUAL WATER PRESSURE '3e,.(,, PSI PSI PSI No-w..= frZDVIDE. Si-ee.vE-;;. (f7W.._l-E&EHP) fb~ SI..c,cjRJCAL WIJZ.IN & -"; l~IG,y'!>.1JON M/-lNLINfc. IN i=;<',a-,1 'Vf?-1\/i=-WAY . 1 '1 Mei-BR I '13 D P.S.). (T-,-1':J 1 -·"'~~AHJJ" Li<;t;.ENU FOR IRRIGATION DETAILS FOR IRRIGATION NOTES 0 5 1 0 25 Dlll'. v.;N ___ :0.LL..P_ A rrR,'.)V[ :., MM ---- )QB N'!___ 94-02. :..:.DA:..cTL:..._· _4L-~~_j£ sc,\u_ 1•1 ,,.10'~0'1 -----+------+------------l----------jl---......j...----+-------11 ~SEET I CITY OF CARLSBAD tSHEETS I 1 f'Ll>NNIN G DEPARTMENT 9 ~~-==::::::::::::'::===::::::::::::::::::::::::::::=:::=::::=~==~ IRRIGATIO~ PLAN FOR: f'/'C-iFJC-"'ft)JNTE, LUCAS & MERCIER CARLSBAD PROJECT i.. e-1/l,+-e &1P ·1(p INSPECTOR DATE (i) If/ 1 Nrl DIFFUSER BUG CJ\P ? TUBING STAKE 3. DISTRIBUTION TUOING (8'-O" MAX. LENGTH) P'L,l>cf:' ON ~ ( '::>T,AP'>--<' IN f't,l,,C£) COi/~ v-1/ ~11 h6,'$f<.-f,)'f-4::. MLJLC.,i-1 4. MUL Tl-OUTLET EMMITER ( SEE IRRIGATION EQUIPMENT LEGEND FOR Gt'H/PORn 5. PVC PIPE AND FITTING (DEPTH t'ER SPECIFICATIONS) 5. 3/4" CRUSHEP ROCK 7. EMITTER BOX 8 RISER STAKE 9. FINISH GRADE "O. LOW FLOW GUBBLFRJSPRAY (S[E IRRIGATIOf, EQUIPMENT LEGEND FOR TYPE AND PATTERN) 11. POLY FLEX RISER P. MULCH BED 13. PRESSUR[ REGUl,ATOR I IF INLE- PRESSURE > 50 t' S I ) 14. PVC SCH BO RISER ,.J ~ - ( (" e ' I I Cl_ NIJ 1 PLANT \1ATERIAL (TYPICAL) 2. EMISSION POINT 3. DISTR:BUTION TUBING (8'-O" MAX. LENGTH) 4. MULTI-OUTLET EMITTER 5. DIFFUSER BUG CAP (TYPICAL) 6. TUGING STAKE (TYPICAL) '\ -,\ __.-~ --"" (' / \ ' : -~: .... ,.@ @ I j / ( ( / / A J\1ULTI OUTLET EMITTER IN BOX NTS B TUBING LAYOUT NTS IRRIGATION NOTES 1. IRRIGATION PLAN IS DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHALL BE LOCATED IN PLANTING AREAS ONLY, UNLESS NOTED OTHERWISE. REFER TO THE IRRIGATION LEGEND AND DETAILS FOR EQUIPMENT AND INSTALLATION. 2. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS. AND RUBBISH INCIDENTAL TO WORK OF THIS SECTION, 3. A. ALL RISERS SHALL BE P.V.C. SCHEDULE 80. B ALL PIPE FITTINGS SHALL BE P.V.C. SCHEDULE 40. 4. A. ALL WIRE SHALL BE ANG-UF, DIRECT BURIAL TYPE. AND ALL SPLICES AND CONNECTIONS SHALL BE MADE WITH PEN-TITE CONNECTORS OR EQUAL. EACH VALVE ON A CONTROLLER SHALL HAVE A SEPARATE WIRE COLOR. ALL WIRES SHALL BE INSTALLED WITH TWO (2) FEET OF EXCESS WIRE (COILED) AT THE END OF EAU-I WIRE RUN B. CONTROL WIRE SHALL BE BUNDLeD AND PLACED BENEATH MAINLINE. 5. BACKFLOW PREVENTION DEVICES SHALL BE LOCATED AS INDICATED ON THE IRRIGATION PLAN. INSTALLATION SHALL CONFORM TO LOCAL GOVERNING CODES AND REGULATIONS AND MANUFACTURER SPECIFICATIONS_ 6. CHECK VALVES SHALL BE USED WHERE INDICATED AND WHERE NECESSARY TO PREVENT WATER FLOW FROM LOWER ELEVATION HEADS WHEN SYSTEM IS TURNED OFF. 7. ALL PRESSURE MAINLINES SHALL BE EIGHTEEN (18) INCHES DEEP, AND ALL LATERALS TWELVE (12) INCHES DEEP TRENCH BACI\FILL SHALL BE FREE OF ANY MATERIAL THAT MAY DAMAGE IRRIGATION PIPE OR EQUIPMENT. IN THE 1:VENTOF BACKFILL SETTLEMENT, CONTRACTOR SHALL PERFORM REQUIRED REPAIRS AT HIS OWN COST 8. ALL AUTOMATIC VALVES SHALL BE LOCATED WITHIN SHRUB AREAS AND INSTALLED IN GREEN VALVE BOXES. ONE VALVE PER BOX, W:TH FOUR (4) INCHES OF PEA GRAVEL BENEATH THI: VALVE. GATE VALVES SHALL BE LOCATE:□ IN SEPARATE VALVE BOXES. 9. ALL MAINLINE AND LATERAL LINES SHALL BE SLEEVED WITH P.V.C. SCHEDULE 40 TWICE THE DIAMETER OF THE SLEl;VED LINE WHERE IT PASSES UNDER PAVED AREAS. 10. AUTOMATIC CONTROLLERS SHALL BE SIZE AND TYPE AS NOTED. AND INSTALLE:D WHERE INDICATED ON IRRIGATION PLAN. CONTROL WIRES SHALL BE SLEEVED IN ELECTRICAL CONDUIT TO MAINLINE. 120 VOLT SERVICE TO CONTROLLER SHALL BE BY THE OWNER 11. PRIOR TO BACKFILLING IRRIGATION TRENCHES: A. ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT 125 P.S.l. FOR A PER!OD OF FOUR HOURS. ANY LEAKS FOUND SHALL BE CORRECTED BY REMOVING THE LEAKING PIPE OR FITTINGS AND INSTALLING NEW MATERIAL IN ITS PLACE. B. ALL LATERALS SHALL BE PRF.SSURE TESTED AT DESIGN PRESSURE FOR ONE HOUR. C. THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO BE COVERED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE BUILDER/OWNER'S AUTHORIZED REPRESENTATIVE 12. IRRIGATION CONTRACTOR SHALL ADJUST ALL HEADS TO PROVIDE AN EVEN COVERAGE AND TO KEEP SPRAY OFF BUILDINGS, WALKWAYS, WALLS, AND 'JRIVES. 13. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE PRESENCE OF THE BUiLDER/OWNER'S AUTHORIZED REPRESENTATIVE SHALL PERFORM A COVERAGE TEST OF WATER AFFORDED THE PLANTING AREAS TO ENSURE IT IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS ANO PERFORM ALL WORK RF.QUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE AT HIS OWN COST. MAINTENANCE ANO OPERATIONAL IRRIGATION NOTES IT IS THE OWNER'S RESPONSIBILITY TO SUPPLY THESE PLANS WITH THE FOLLOWING NOTES AND SPECIFICATIONS ALONG WITH CONTRACTOR DRAWN "AS-BUil T" PLANS TO ANY AND ALL FUTURE OWNERS. MAINTENANCE COMPANIES AND HOMEOWNERS ASSOCIATIONS. 1. THE PURPOSE OF THIS SPRINKLER SYSTEM IS TO PROVIDE ONLY SUFFICIENT WATER TO MAINTAIN PLANT LIFE DURING DRY WEATHER CONDITIONS OR SUMMER SEASONS. TIME CLOCKS SHALL BE READJUSTED CONTINUOUSLY THROUGHOUT THE SEASON, ON A WecKLY BASIS IF NECESSARY. TO PROVIDE WATER ONLY WHEN THE SOIL IS DRY AT A DEPTH OF 4" THE FIRST INITIAL GROWING SEASON AND 6" THE FOLLOWING YEARS. IF THE GROUND IS MOIST EITHER AT THE SURFACE OR A DE;PTH OF 4" (DURING THE FIRST YEAR AFTER INITIAL PLANT ESTABLISHMENT) OR IS MOIST AT A DEPTH OF 6" THEREAFTER. SHUT THE TIME CLOCKS OFF AND DO NOT APPLY ADDITIONAL WATE;R UNTIL SOIL HAS BE;EN ALLOWED TO ORY. READJUST TIME CLOCK PRIOR TO TURNING VALVE::$ BACK ON, IF RAIN IS FORECAST OR IS IMMINENT. ALL IRRIGATION SYSTE;MS SHALL BE SHUT-OFF AND NOT REACTIVATED UNTIL THE SOIL HAS DRIED TO THE ABOVE DEPTHS. 2. IF ANY SUBSURFACE DRAINAGE. OR RUN-OFF IS VISIBLE AT LOW AREAS. ACROSS SIDEWALKS, OR AT LOWER PORTIONS OF SLOPES IMMEDIATELY SHUT THE VALVES OFF TO ALLOW THE AREA TO COMPLETELY DRY OUT. IF THIS CONDITION CONTINUES AFTER SUBSEQUENT WATERING. A QUALIFIED GEOLOGIST OR GEOTECHNICAL ENGINEER MUST BERET AINED TO PROVIDE RECOMMENDATIONS TO ELIMINATE SUBSURFACE WATER OR DRAINAGE PROBLEMS. IF DURING NORMAL IRRIGATION, PONDING TAKES PLACE ON ANY LANDSCAPE AREA, DRIVES, PARKING AREAS OR ANY OTHER AREA, THE IRRIGATION SYSTEM SHALL BE IMMEDIATELY SHUT-OFF AND A LICENSED CIVIL ENGINEER SHALL BE IMMEDIATELY CONTACTED TO PROVIDE RECOMMENDATIONS FOR POStTIVE AND PROPER DRAINAGE 3. INSPECTIONS OF IRRIGATION SYSTEM SHALL BE MADE ON A DAILY BASIS TO OBSERVE ANO PROVIDE REPAIRS OR REMEDIES TO THE FOLLOWING UNACCEPTABLE PROBLEMS: A. OVER-SPRAY ON SIDEWALKS. STREETS, PAVED AREAS, FENCES. PARKING AREAS. WALLS. BUILDINGS OR OTHER STRUCTURES. B. DRAINAGE OR RUN-OFF ACROSS SIDEWALKS, PAVING OR STREETS. C. DAMAGED OR IMPROPERLY OPERATING HEADS. PIPING, VALVES. CONTROLLERS OR OTHER IRRIGATION EQUIPMENT. D. IMPROPERLY ADJUSTED OR OPERATING MOISTURE SENSORS. IF WATER IS OBSERVED ON STREETS OR PUBLIC SIDEWALKS, PROPER WARNING SIGNS OR BARRIERS SHALL BE ERECTED IMMEDIATELY TO ENSURE SAFETY AND PROTECTION OF THE PUBLIC. THE WET AREA SHALL BE DRIED IMMEDIATELY BY MECHANICALLY REMOVING WATER. 4. ONLY LICENSED AND QUALIFIED LANDSCAPE CONTRACTORS AND LANDSCAPE MAINTENANCE INDIVIDUALS SHALL PROVIDE OR MAKE REPAIRS TO IRRIGATION SYSTEM. 5. AT ALL TIMES, THE;; LANDSCAPE; CONTRACTOR OR MAINTENANCE; CONTRACTOR SHALL ASSIGN A QUALIFIED INDIVIDUAL OR INDIVIDUALS TO INSPECT AND MONITOR THE IRRIGATION SYSTEM. OWNERS AND HOMEOWNERS REPRESENTATIVES SHALL BE SUPPLIED WITH 24 HOUR EMERGENCY PHONE NUMBERS FOR USE IN REPORTING BROKEN OR DAMAGED IRRIGATION EQUIPMENT. 6. ALL IRRIGATION EQUIPMENT REQUIRES CONTINUOUS MAINTENANCE. CLEANING, ADJUSTMENT. PARTS REPLACE;ME;NT AND INSPECTION. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR OR LANDSCAPE MAINTENANCE COMPANY TO PROVIDE THESE SERVICES ON A CONTINUAL AND REGULAR BASIS AND SCHEDULE. 7. WATER SHALL BE APPLIED TO PLANTING AREAS IN SHORT INTERVALS OR MOISTURE SENSORS SHALL BE ADJUSTED TO PROHIBIT ANY SURFACE PONDING OR RUN-OFF AND AT NO TIME SHALL WATER BE APPLIED TO CAUSE SOIL SATURATION 8. OVERWATERING CAN RESULT IN DEATH OF PLANTS, POSSIBLE SOIL EXPANSION AND DAMAGE TO CONCRETE AND ASPHALT PAVING. DAMAGE TO FOUNDATIONS AND POSSIBLE LOSS OF SOIL COMPACTION. A QUALIFIED GEOTECHNICAL ENGINEER SHALL BE RETAINED TO PROVIDE SITE INSPECTIONS AT LEAST ON AN ANNUAL BASIS TO INSPECT FOR EXCESS SOIL MOISTURE. THE RESPONSIBILITY OF ENSURING THAT THE ABOVE PRECAUTIONS, REPAIRS AND CONTINUING MAINTENANCE ARE PROPERLY PERFORMED IS THE RESPONSIBILITY OF THE OWNER AND EVENTUALLY THE HOMEOWNERS ASSOCIATION. THE LANDSCAPE ARCHITECT HAS BEEN RETAINED TO PREPARE THESE PLANS ONLY AND DOES NOT PROVIDE POST CONSTRUCTION REVIEWS NOR REVIEWS OF ON-SITE MAINTENANCE. THE LANDSCAPE ARCHITECT DOES NOT ASSUME RESPONSIBILITY NOR LIABILITY OF MAINTENANCE OR REVIEW OF MAINTENANCE WORK OR REPAIRS OR DAMAGES RESULTING FROM LACK OF REPAIRS, MAINTENANCE, ADJUSTMENTS. OR IMPROPER INSTALLATION OF IRRIGATION l;;QUIPMENT. IRRIGATION LEGEND SYMBOL MANUFACTURER DESCRlPTlON MODEL NO. UPM RAD PSI • -·- RAlNBIRO RAINB!RD RAINFllRD RAl1'13lRD RAINBIRD RAINBIRD RAINBlRD RAINBIRD R'.lNBJRD RAlNBIRD RAlNlllRD KING BROS. CHAMPIO'l RAINillRD TURF SPRAY TURF SPRAY TURF SPRAY 8 Ot:TLET EMrtTER SHR Ull SPRAY SHRUB SPRAY l 8114-l 2VAN-PCS l 8ll4-l 2H-PCS l 8ll4-l 2Q-PCS l 806-l 2H-PCS I806-I2O-PCS VAR l.J 0.65 VARIES 1.3 0.65 12' 12' 12' NIA 12' 12' 30 30 30 15 -60 30 JO ANTl-SIPHON El.FCTRIC VALVE ASVF SERIES (S!Zt,; PER PLAN) ANTI-SIPHON ELECTRlC V Al ,VF ASVF SERIES (SIZE PFR Pl ,AN) WlTH PSlc'.1-1 30X AND RBY-100-Z00MX (.-""IZ!¾6Uf".I'> ~lOR ~ INUNE \;,/'fe RL~") El .. ECTRIC VALVE DVF SERIES (S!ZE PER PLAN) WITH l'Sl-M J0X AJ\D RBY-l00-200Mxff D..>..,~,eE ~~ ~ INUNE:c W'(EO Ft~) CONTROLLER ESP-Si-SERIES (SIZE PP:R PLAN) CONTROLLER ESP-SERIES (4-STAI TRU-UNION llALL VALVE (LINE SIZE) ATMOSPHERIC Y ACUMM BREAKER 3fi2 SERIES (LINE SIZE) QUICK COUPLER 33DRC Ct.ASS 200 PVC NON-PRF.SSURE LATERAL LlNF (RURY Ml:-llMUM 12") 314" \!NI ,ESS NOTED SCIH0 PVC l'Rl'.SSURE MA!NL!:-lE ill UR Y MINI\-JUM 18") PVC SCH 40 Sl .EP:VE (TWICE SIZE or WORKING PIPE) ~VALVE GPM SIZE E- EB © ' KOTE -CONTAINER STOCK SHRUBS SHALL RECEIVE (I) XR-20 OUTLETS PER I GAL SHRUB, (2) XB-20 O\JH,ETS PER 5 & 15 GALSHRl/Fl. AND (4) PC-05 PER TP.EE c,t,.F ( 5fU~·OUT°) 5Jze ~ YIPE f:~e, VP.L.VE VvF' Sf5}<'1e.<;. ( SJ-Zf; ~ Pl..C>N) ~ ~J.12E.. q75)'.L (!>/41') W><xFwvJ 'PE>,/lce. 0 5 1 0 25 Q,/..)..',','i',' ,-1,,r'Pi':Ov!.:) JC3 ~o_ 94-0'1 DAIL 4-ZB-'IS SC,\L!'. ,l,,_j_T.~. 14. THE CONTRACTOR SHALL FURNISH TO THE OWNER A COMPLETE "AS BUILT" D.9AWING ON SEPIA AND TWO PRINTS SHOWING EXACT LOCATIONS OF ALL ITEMS INSTALLED. THFSE ARE TO BE DELIVERED ON OR BEFORE FINAL INSPECTION. 15. A REDUCED IRRIGATION PLAN INDICATING ALL SYSTEMS AND THEIR APPROPRIATE SEQUENCED VALVE SHALL BE LAMINATED IN MYLAR AND MOUNTED ON THE INSIDE COVER OF THE IRRIGATION CONTROLLERS. t--t--t------------+--+-----+-------+--t [ ~6EET I CITY OF CARLSBAD PL,C,,NHJNe> DEPARTI-.AENT ;:::::===--=================='--'====; SH[~TS 9 16 IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD OF SIXTY (60) DAY$ AND $HALL WATER ON A DAILY BASIS. 17 IRRIGATION CONTRACTOR SHALL GUARANTEE THE ENTIRE IRRIGATION SYSTEM TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PE;;RIOD OF ONE (1) YEAR FROM FINAL ACCEPTANCE BY THE OWNER. APPROVED FOR PLANTING .AND IRRIGATION -ONLY, INCLUDING PRECISE LOC1\TION OF PLANTING AREAS. "AS BUILT' RCE ___ EXP, ___ _ REVIEl'.1:D BY: INSPECTOR DATE DA1E INITIAL ENG>N[ER CF WOR1' REVISION DESCRIPTION DATT: IN! nA.L INITIAL. OTHCTl APPROV,J.. CfTY APP'ROVA!_ IRRIGATION NOTES & DETAILS FOR: F',o;:;!AC,f'Vlf.HE LUCAS & ~'.IERCIER CARLSBAD PROJECT er 94-02 DWN BY: CLOSEY CHKD BY· -BUNDY Rll'Af) BY: RI H PROJECT NO. GTCJ.::1-O'2. PUO 94-01 DRAl'.H✓C NO. '$4,3, -!ZL- 1\JOIT: SFF SU:EVING DET /\IL f'OR TRFNCHING IN P/\Vi::D Af1EAS A TRENCHING NTS r j M ??: I '.I. "~.-40 -. >~ ~"'--.--'-.J· 0 IIM/\TFK Grl[[N t''..11,~ l IC VAi.VE BOX (OR [QUAl.) WITI 1 UJCKlrK; CC)V[fl 0 i:NISH GRAOc: -~II Jil,.Af't'.-MUi.a.l 1.-P-,-(E,F IN 51-lf'LJe, ~ (i) N'PROVED w1r1c CONN < 1 ow; · (Tl (IJNl 1101 Wlf1['.i, ::: Hil )Ii t,N[) I API (W/ 4 MI\L l:XTRA Wl'!I··) (0 fff'MOTf C.ONTflOI VAIVl-(0:1.1 ;;p[CSI (ii_) :):)I ENOIO 0 "'VC .SC/1 80 UNION @ f'VC SCH 40 ITMA:..I· AD/,PTEH (TYP) ® PVC NON·PRESSUFlF PIPE' (S[ [ SPECS ) 0 PVC PRESSURf PIPE (S'T sn:cs; 0-IJ PVC SCH DO NIPt'LI· (:.YP)(LENGl 11 ·-A'.; Pf'OUIPl:'l) C]v 2X~ HEUWCXJO ':lL(X~KINC on lll11CK (0 PVC SCH 40 T[E (S6xS) on Ec.L('.;xs) ON MAINLINE E REMOTECONTROLVALVE NTI II I I .... ---··( 1 ) (i) \!OlF ALL i>'lli\Y HE/,DS TO m= l'I ACf'lc .. ~·· (.l[Af1 or 1\i_._ llAnDSCAP[ SUIII /\Cr=:, (,1) IV/\HU:X SH1U:l 1'1.1-, lYPICAL • CT) 11?· r"JC sc:1 ilO NIPPU::. 5· MIN I [NGTH (Q) 1"✓C SCH 40 T[[ SxSxT TEE Of1 ELL (/) i'VC 1/IHfiAI I INf'. SiZE: /,S N()lffi . -. . ON P' AN 4"-6" SHRUB/TURF POP-UP HEAD NTS •.-, .. _.,, ·:•. •:,. ·.-.. ' ·-. ·,-., ·:-. ·:•. ·:• .. _. .. •·,. ·:-, ._, . ". ·-.. ··-.. ·., ·_·-.'_·•.' ·,:·-:_·,:_·-. ·_·•. ·_·-:·,. •·,.' '•, •·,. ,. ·:•. ·:· ·:•. ·:,. ·.·,_ ·:-.·:, . ,_ ,• , ',_ ' .... '•, . 2 ;Jl.-----1 5 0 HAROSC/\PE SURFACE, SEE PLANS. ® CLE/\N RACKFILLAS REQUIRED, RE:CER TO ENGINEER FOR SPECIFIC M/\TERIAL ANO COMPACTION REQUIREMENTS. @) CLEAN SAND. G) LATERAL LINE W/ SLEEVE. PRESSURE MAIN LINE W/ SLE'=VE LOW VOLTAGE CONTROL WIRES, SLC:EVE SIZE AS REQU:RED 0:: . .• ... . .. . .. ,c..· .__ _ __, 6 _j -~= •,,'', ••,: •, ,"c 0 ~INIMUM COVER. C, >1,----"'"-':.cj·. -~· :-":·"': ·.,.: ·;:.,,.· ·;;.:·. :c..c· :_,_.· ·:, . N +£-+ 18" UNDER W/\LKS 24" UNDER DRIVES 36" UNDER STREETS B \ I --··· ., NOTF: AI.L Sc.EEVES TO BE PVC SCH. 40 PIPE. • Al.L SLEEVES TO BE SIZED TWICE THE DIA. OF -HE WORKING PIPE. • ALL SLEEVES TO RUN A MIN. OF 12" BEYOND HARDSCAPE EDGES. , CLEAN BACKFILL MAY GE SU8STITUTED FOfl SAND UND~R WALKS /\ND DRIVES. SLEEVING NTS / ( 1 ) ,. LEGEND I, 1-11.1.CH 8Etl -3 11 Bl-Fl'· 1f.l SrlFLlB ffP 2 flNISH GRADE \Tfi"t1i"r;--·--:=·::) :··-·--;~~'i'c'tfo' , R[MOT[ CONTROL VALVE '., V/1ff! U)NNf C l OP r·· --// .,-\) r·) ·) {) \"' 7 . 'cl.\) .. •/<::,. ./ C1\I\~. C/) \\''1 \) l,t.~r/ n-~J_ itl(~J ;.\.) \. '. I) /\) '\j// \\. -) ~ L __ J .. ~ t "' '\1 / (:/J J \.1 F (i) CJ ( H) (,) 11 PV( t.Nl'.)N_fO!~ S~l~Vl\.1N;, .t1'-,'._;fi·,,!£31_Y 12 i:\AL~ VAi.VE: (LIN~ SIZi.:J I J INLINI' vi/YE FIL T[ F, 14 INUNE f'RESSURF HcCilLATOR (0.'11.Y ,~ PR=s::;unc @ VALVE> 60 PSlj DRIP IRRIGATION REMOTE CONTROL VALVE NTS FINISHED GRADE-----~....._ 7 11 'Bt>fZ.i".. MUI.CH f..,C,.. 1aaz. 1 ~ si.Jf<LJB 13BDS QUICK COUPLER VALVE----.._ PVC SCH. 80 NIPPLE------... (7i'P.) MARLEX ST. ELL-----~---._ PVC MAINLINE------__.,, J QUICK COUPLEIZ VAL VE NTS APPl\OVED FOR l~LA .. N'TINC~ A~D IRRIGA.TION ONLY,. INCIJJDI::JG PRECJSE '\ L.OCATION OF PLANTING \ AREAS. 0 0 m11 . CC 11:1 wA~s 11ns LINE srzE wYE STRArrii. ER . r;;-. DRA"C' l\·ir c '0 " '"'·-' · PLC:. TYP! .Al. WI LOOSE KEY HOSE BIBB . . ~· . ® 1 CU rT CONCflETE·THRUST BLOCKS, HEDUCEO PHESSURE BA,,l<FLOWDEVICE TYPICAL. WRAP PIPES W/ 1 o MIi. · WITH 2 BALL VALVES, RfcFER TO TAPr= SATURATE A!\JD COMPACT PLAN FOR TYPE AND SIZE OF !cOUIPMFNT SIJB-SRADE TO 90% PRIOR '0 POUR BRASS UNION BRASS C::U (TYPICAL) (2) FINISH GRADf @ PVC MALE AOAPTECl C REDUCED PRESSURE ® BACKFLOW PIZEVENTER NTS Iii/I 11111·--·1111 r° 5 0 ROUND GREEN PL/\STIC VAL VF BOX, AMETEK OR FOUAL 0 FINISH GRADE -~1' l-A'if:f?. ~ t,I\JU'J--1 IN S}-\(CZ.\)e, ~ G) B/\LL VALVE 0 INTEGRAL UNIONS ® PVC SCH. 40, 45' ELL (TYP) @ PVC PRESSURE MAINLINE ..__,__ PIPE(SEE SPECS) (2) 1 CU FT. PE.A GRAVEL @ 2X4 REDWOOD OR BRICK BLOCKl;"JG ® DEPTH-SEE SPECIFICATIO'JS G BALL VALVE NTS a, 'r' 1/2" I . ' I '/ ~ · rrt ,. \ &le1~NG> ~~ 0 5 'C D H 13" MIN 2 4 ©► ·~ B G) CONTROU.ER (?) CONTROL WIRE G) 120 VOi_ T WIRE IN CONDUIT TO SUPPLY G) COMMCN WIRE © RIGID CONDUIT-<Sa-1 t!>0 @WALL (z) RW"'I @ UF. DIRECT BURt/\L WIRES TO REMOTE CONTROL VALVES. · I\CTES: 1. SEE INSTRUCTION MANUAL i"OR MOUNTING !NSTRUCTIO.'JS 2. ALL WIRING SHALL BE INSTALLED PEF1 LOC/\L CODES 3. 120 VOLT SUP,'L Y BY OWNER WALL MOUNT CONTROLLER NTS 0 I ' 4 0 BRASS ELL ® A~MOS?HERIC VACUUM BREAKER @ BRASS NJPPLES (SEE NOTE BELOvV) 0 FINISH GRADE @ PVC ELL ORTE'= ~40 ® PVC LATE'lAL, DEPTH/ SEE SPECIFiCATIONS I\OTE: ATMOSPHERIC vAGUUM BREAKC::R SHALL NOT BE LESS THAN SIX (6") IN. !',ROVE HIGHEST OUTLET 0!1 THE SYSTEM. ATMOSPHERIC VACUUM BREAKER NTS r--w 0 5 1 0 r 25 0 ?.._A \VN (00 NO. 94-· 02, DAT£. 4-2B-j~ sc;..,L[ 1'1 • ro '. O'' 1---1--i---------~---+---+----l----l--.J/ 9"1EET I CITY OF CARLSBAD 'SHEElS 1 Pl.P-NNIN& DEPARTMENT ' , 9 :::====--==================-.'==~ "AS BUILT'' .. RC[___ EXP. ___ _ DATE REVIEWEO BY: INSPECTOR DATE IRRIGATION DETAILS FOR: f'J>Cif,C, 1"01NTE.. 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Wll:78" I-IOA- t,,l,t,-.11---liENt>-NCE- E,A':>E' M ENT ,;\ 10 1-------1> fU13UC $W~ i.=.N.,.EM!,f---.lT ---.---- ---...:..:........:.,__;______..:.~~:;:::~;.A.6~,'--------------+--,,---+---+-+fil----------+----.------...:.:::::~~k:P~~~:--=~:~~~~____:_..:....____"::~_:__~ p -+'\-l-'=~Jll-+)'-1,.1--1-< LOT 3 PAD 38.4 FF 39.1 I I i ------· LOT 2 PAD 39.6 FF 40.3 <--------• ,(-------?---------. •---t I .-----?,,,H f¥f-¥--- M Ui-cH IN ¥0SE.Gof\12£l'EN • LOT 6 PAD 41.3 FF 42.0 LOT 5 PAD 41.7 FF 42.4 ( f:;)(l'='TlNb 1'2-11 ¢----+-~,,, 1'::LlCAL '(PTUS SP- TO "e'-e fi'.BMOVeD \ \ ij + ---tt------------------------------~~P.~~-V-~~":Y-----------------------------i::....~+i=---:-~ -·---<-(~---(;----< -----'""<--• • -----➔ -----~ .t::r::¥~~+-'\1'. ---;· I . \ /\PPI\.OVED -F'Ol-c PL1\NTlNC.; 1\ND IRRIGi\TlON C.)NLY, IJ\lCLUDlNC~ PR1~CISF, LC)CATION OF f)L/\NTINC~ ARE.AS. LOT 4 PAD 43.4 FF 44.1 SEE SHEET SEE SHEET SEE SHEET 4 '1 9 FOR PLANTING LEGEND FOR PLANTING DETAILS FOR PLANTING NOTES Nore ' "'qt t.Cj ~ 10 1:3E:-~D P.. MIN e,p--51-011 oi...rr..=.1PiS OF -p.o.W. 0 5 1 0 25 I " '· I ~w, ~ ,_ r:::_-, • : • -I ' ,,, ',' ,,' ,,. ,,, '" ' DR...A'IYN ·-re MM /OS NO . 94· 02. D.cfc 4_;::ie-':jl; SCAU. 1",. 10'-CJ'~ r---;;-:-:::-;~-;-;:::;;:-------1~,_--=-=_--=,=;1=--=_--=-=I~=---=-=---=-=---=-=---=-=---=-=---=-=---=-=---=-=---===--===--===--===-1t=--===---=1r---===---=jr---===--==J-l.t==---=j· _! :::'. ~"'~'2::: ;::::,: f'"9rn I r----t----t-----------l----i~------1----~__.."' LUCAS & MERCIER "AS BUILT' RC[___ EXP ___ _ OAT£ REVIEWED BY: INSPECTOR DATE CARLSBAD PROJECT t----t--f-----------------+---1---..L-_j _ __J~C:',T~9:c:::4=-0=2~~~========~P~U~D:,,,9,;;4:,,,-~0~1 t----t---+-------------+--~---l-----l--__J_--l[Af'-PR_o~\1£~0------"'-""" __ ?':....:/&'-""-----/')------15-/4J_95 I _ ~ .;.,~ T fl..-,1>.N N I N G, 'Pl ~ D A TE _ 1 t-;O;--;:A-;;-TE--f-::-,,.::::TI:::Al-f-'~--------------1---1--_J __ ...L_ _ _J D'M'l BY: GLOBEY PROJECT NO. DRAWING NO ' _DA_TE_L_IN_ITI_AL--=--+----'D'-A--'TE:........,__;;_IN:....:ITic.:Al:c..., CHKD BY: BUNO_Y_ ,,...:r 04_0,.., """"" -ZL REVISION DESCRIPTION ~ ?"IT,1_, --L---, --~ .:,-p:;, ENGINEER Clf WORK OTHER APPROVAL C1TY APPAOYAL RYW BY: ND . .__ ______ ..JL ___ __J A C J7 I¥--------, 1 +-® CD @ 0 0 ® ® ~REE TRUNK SEE TREE Pc_ANTING DETAIL 24" MIN VINYL TREE TIE (2 REO'D.) "2" DIA. X 10' LODGEPOLE PINE STAKE ', ~ 2" MIN. SINGLE STAKING NTS 1 2_) G) ROOTBALL 3 (2) CROWN -1" ABOVE FINISH GRADE @ FINISH GRADE ® FINISH GRADE AT SLOPE (~ 2 X ROOTBALL DIA @) BACKFILL MIX (SEE SPECS.) f (J) PLANT TABLETS (SEE SPECS.) ® SEE SPECIFICATIONS ® TOP OF PAVING l @ 4" HIGH WATERING BASIN (IF REO'D.) ([,) UNDISTURBED NATIVE SOIL TREE/SHRUB PLANTING NTS VINE ATTACHED TO SURFACE WITf-l CLEAR EPOXY VINE TIES ::<-·-@ NURSERY STAKE· TO-BE REMOVED EXIST:NG SURFACE I' I I' I' " II =~NV/' 11 I' 8 ---+--®-9 ~ D VINE PLANTING NTS NOTE: CROWN -1" ABOVE FINISH GrlADE 4" H!GH WATERING BASIN (IF REO'D) PLANT TABLETS FINISH GRADE BACKFILL MIX (SEE SPECS.) 2X ROOTBALL DIA. UNDISTURBED NATIVE SOit ROOTBALL. MfNc6" BELOW FINISHED F1 "OR@ BLDG. VINES W/ NURSERY ESPALIER STAKE TO BE MOVED & ATTACHED TO SURFACE BY CL.EAR EPOXY VINE TIES (i} --7 (?}-~ r"'.,..). B 0)-7 G) ~" ~ MUl.-uf-1 @ PREPARED SOIL (3) PL.ANT TABLET © FINISH GRAD':: ® EQUAL (X) -SEE PLANT SCHEDULE FOR ON CENTER SPACING ® CONCRETE MOW STRIP on HARDSCAPEIMPGOVEMENTAS INDlGATED ON PLAN 0 . CONCRETE CURB 'OR HARDSCAPE ltv'PRbVEMENT AS iNDICATED ON PlAN. @ · . EQUAL 112 /X\ GROUNDCOVER PLANTING NTS PLANTING NOTES 0 00 ® 0 0 0 0 0 0 0 ~ ~ PLANT LEGEND BOTANICAL NAME nrnr:s CUPANIOPSJS ANACAR])J()ll)FS · MFLALEUCA QLJNQUJ~ERVIA COM\10N NAME CARROTWOOD CAJrPUT TREE PRCNlJS ('FRASIFFRA 'KR AUTER VESUVIUS' CH!,RRY PLUM RHAPHIOLEPIS 'MAJESTIC llEAUTY' INDIAN HA ¥,THORNE Sl!Rl/llS l,EPTOSPf,RMUM 'RUBY GLOW' NA'IDJNA DOMESTJCA PHOTJNIA FRASERII lllJXUS MICROPHYl .l .A .lAPONlCA 'GREEN BEAUTY' I.IGUSTRlJM JAPO'!lClJM 'TEXANCM' NloW ZEAl,AND TEA HEA VE~L Y BAMBOO REDTWJU JAPANESE llOXWOOD WAX LEAP PRIVET P!TTOSPORUM 'WHEELER'S DWARF IJWA!ff MOCK ORANCiE RHAPHIOLEPIS 'E'!CHANTRESS' ROSA SPP STRELJTZ!A REGINAE M,APANTHUS AFRlCAN\JS LJRJOPF MUSCAR! VINES l~D!AN HAWTHORNE ROSE BIRD or PARADISE LILY OF THE NILE !llCi BLUE LILY Tt.:RF BOUGAINVILLEA 'SAN DIEGO RED' BOUGAINVILLEA ROSA 'CL. CECIL BRUNNER' CLIM!l!NG ROSE GROllNOCOVER SIZE 24" ROX 15 GAL. 15 GAL. 5 CiAL. 5 G/\L. 5 GAL 5 GAL. 5 GAL 5 GAi .. 5 Gi\1.. 5 GAL :SGAL I GAL I GAL I 5 (iAL. IS GAL QTY, REMARKS 12 (STANDARD) 7 ' 6 JR )6 19 20 )6 ASS COLORS 20 28 53 6 loSPAUER 8 1 . A. THE PLANTING PLAN IS DIAGRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. ~ 1111111 ~ MYO!'ORUM PARVrl'OLll'Yl 'PROSTRATUM'fPROSTRATE MYPORUM FLATS tJ;' @ 1 O C 2, 3, 8. QUANTITIES SHOWN ON THE PLANTING PLAN ARE APPROXIMATE AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. C. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF DISCREPANCIES B~TWEEN QUANTITIES AND SYMBOLS SHOWN. LANDSCAPE CONTRACTOR SHALL APPLY A CONTACT HERBICIDE, WHERE WEEDS ARE PRESENT, PER MANUFACTURERS SPECIFICATIONS A MINIMUM OF TEN (10) DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK. WEEDS SHALL BE ALLOWED TO COMPLETELY DIE BACK , INCLUDING THE ROOTS BEFORE PROCEEDING WITH WORK. Hf:F"i31Cli?Ec-APf'U CJ<:rC'F<'-SH,C.U-BE LJCENS.ED l3Y 71--ll=-ST.ATE-OF CALIF LANDSCAPE CONTRACTOR SHALL SUBMIT A SOIL ANALYSIS REPORT FROM AN r-7 ~ PELARGONIUM PELTATUM JVY GER.A'!IUM FLATS @ 18" O.C TRACHELOSPERMUM JASMJNOll)ES STAR JASMINE FLATS @ IR" 0.C. DWARF FESCUE TURF SOD ?;1· BARK MULCII ~ $ JN<;Jl>,LWD IN ,O.U.... SI-IIZIJP-> A~-$1-i-!3t-11T '5,t>!vlf"U,-W Cf1'( IN~F-RF-~,t.t,. 'f'1"-1DJZ ,t, VEU'-J~ ,D SITE. AUTHORIZED TESTING AGENCY TO THE LANDSCAPE ARCHITECT BEFORE 16 BEGINNING WORK. C i,Y OF G,l>FlJ..<5,f;!,bO -,-0 ~ <S-CH-'S jLSilN& _ •=-rr,;:, . LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTINGS FOR A PERIOD OF SIXTY (60) DAYS AFTER COMPLETION. ALL AR!cAS SHALL BE KF.PT CLEAN, WATERED, AND WEED-FREE. t,-e,e...lC,'( 6 SOIL-~T ~Ml-f!SN~110NS TI"!Of2-10Pa\\lE'R{ <"F ,blv'IEN,,,,-.,.,.,--, • 4. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL 'PLANTING AREAS SHALL BE THOROUGHLY SOAKED. 5. ALL AREAS TO BE PLANTED, WHICH HAVE A SLOPE OF LESS THAN 10%, SHALL BE CROSS-RIPPED TO A DEPTH OF SIX (6'') INCHES AND THE FOLLOWING AMENDMENTS SPREAD EVENLY AND THOROUGHLY BLENDED IN PER 1.000 SQUARE FEET (QUANTITIES SUBJECT TO CHANGE PER SOIL ANALYSIS): A. 6 CUBIC YARDS NITROGEN FORTIFIED REDWOOD SHAVINGS B. 100 POUNDS AGRICULTURAL GYPSUM C. 15 POUNDS IRON SULPHATE D. 25 POUNDS 16-6-8 SLOW RELEASE FERTILIZER 6. EACH PLANT SHALL RECEIVE "AGRIFORM" (OR EQUAL) PLANT TABLETS AS FOLLOWS: F'I.ATTW M~ll,l_ (s.1-0Pf½.) (I) I:> ~ 1 GAL. CONTAINER -(1)21 GRAM 5 GAL. CONTAINER (3l21 GRAM 15 GAL. CONTAINER (5)21 GRAM PER 3 IN. BOXED TREE SIZE (1 )21 GRAM 7. PLANT BACKFILL SHALL BE 50% SITE SOIL. AND 50% NITROGEN FORTIFIED 'REDWOOD SHAVINGS BY VOLUME. ( S~l T" Cl-!µ..JGE. PE.Fa. 5aL"" PNJ>,L-Y ~I s . J 6, PLANT PITS SHALL BE TWICE THE SIZE OF THE DESIGNATED NURSERY CONTAINER. 9. PLANT MATERIAL SHALL NOT BE ROOT BOUND FIVE GALLON PLANTS AND LARGER SHALi: HAVE BEEN GROWN IN CONTAINERS FOR A MINIMUM OF 6 MONTHS AND A MAXIMUM OF TWO YEARS. PLANTS SHALL EXHIBIT HEAL THY GROWTH AND BE FREE OF DISEASES AND PESTS. 10_ A STAKE ALL TREES PER QETAIL B. REMOVE NURSERY STAKES ON ALU VINES AND ATTACH TO ADJACENT WALLS OR FENCES wIr,-i NON·METALLIC TIES. C. REMOVE NURSERY STAKES AND TIES FROM ALL CONTAINER STOCK. MAINTAIN SIDE GROWTH ON ALL TREES. 11, PLANTS SHALL NOT BE PLACED WITHIN TWELVE (12") INCHES OF SPRINKLER HEADS. ' 12. SHRUBS SHOWN IN Pt,ANT AREAS SHALL BE UNDER-PLANTED WITH GROUNDCOVER SHOWN BY ADJACENT SYMBOL, TO WITHIN 12" OF MAIN PLANT . STEM. , ' 13. LANDSCAPE CONTRACTOR SHALL MAINTAIN A MINIMUM 2% DRAINAGE AWAY FROM ALL BUILDINGS, STRUCTURES, AND WALLS. FINISHED GRADES SHALL BE SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER. ' 14_ FINISHED GRADES SHALL BE ONE (1) INCH BE~OW THE TOP OF CURBS, SILLS, AND WALKWAYS IN ALL AREAS. WHERE SOD IS cAID NEXT TO THESE IMPROVEMENTS - FINISH GRADE BEFORE LA YING SOD SHALL BE 1-112" BELOW THE TOP. Aµ... ~ ~ i ~.,, 111 i,;, ~i-&Gf2 Sf,t,6,1.-1--e£. -p:et,-1c:-V!T, 15. THE LANDSCAPE CONTRACTOR SHALL WAVE SITE JN A CLEAN CONDITION, REMOVING ALL UNUSED MATERIAL, TRASH, AND TOOLS. BUILT'' APPROVED FOR PLA~TI~~ t~ND IRR IC ATION O NL'', INCLUDING PRt~CISE LOCATION OF PLANTI?:G RCE ___ EXP. ____ _ REVIEWED BY; 1 ,'\REAS. INSPECTOR DATE DATE 17. AT COMPLETION OF ALL WORK OUTLINED IN THESE PLANS, THE LANDSCAPE CONTRACTOR SHALL CONTACT OWNER AND ARRANGE FOR A WALK THROUGH TO DETERMINE THAT ALL ASPECTS OF WORK ARE COMPLETED. WORK MUST BE FULLY COMPLETED ACCORDING TO ALL PLANS AND SPECIFICATIONS AND MUST BE COMPLETE'.) IN A GOOD WORKMANSHIP MANNER AND MUST BE ACCEPTED BY THE OWNER IN WRITING PRIOR TO THE BEGINNING OF THE MAINTENANCE PERIOD. - THE MAINTENANCE PERIOD SHALL INCLUDE THE FOL~OWING SCOPE OF WORK: A. DAILY WATERING OF ALL PLANT MATERIAL. B. WEEKLY MOWING OF ALL TURF AREAS C. WEEDING AND REMOVAL OF ALL WE;EDS FROM GROUND COVER AREAS. D. REPLACEMENT OF ANY DEAD, DYING, OR DAMAGED TREES, SHRUBS, OR GROUND COVERS. E. FILLING AND REPLANTING OF ANY LOW AREAS WHICH MAY CAUSE STANDING WATER. F ADJUSTING OF SPRINKLER HEAD HEIGHT AND WATERING PATTERN. G. FILLING AND RECOMPACTION OF ERODED AREAS. H. WEEKLY REMOVAL OF ALL TRASH, LITTER, CLIPPINGS, AND ALL FOREIGN DEBRIS. AT 30 DAYS AFTER PLANTING, AMMONIUM SULFATE SHALL BE APPLIED TO LAWN AREAS AT THE RATE OF 5 LBS. PER 1,000 $Qi,;ARE FEET. J. AT 60 DAYS AFTER PLANTING AND PRIOR TO THE END OF THE MAINTENANCE PERIOD, BEST FERTILIZER COMPANY 16,6-8 (OR EQUAL)'SHALL BE APPLIED AT THE RATE OF 6 LBS. PER 1,000 SQUARE FEET TO LAWN AREAS AND PLANTING AREAS. 18. PRIOR TO END OF MAINTENANCE PERIOD, LANDSCAPE CONTRACTOR SHALL CONTACT OWNER AND ARRANGE FOR A FINAL WALK THROUGH OWNER MUST ACCEPT ALL MAINTAINED AREAS IN WRITING PRI0'1 T'l.._END OF MAINTENANCE PERIOD_ 19 A ALL GROUND COVERS SHALL eE GUARANTEED BY THE CONTRACTOR AS TO GROWTH AND HEALTH FOR A PERIOD OF SIXTY (50) DAYS Af'TER COMPLETION OF MAINTENANCE PERIOD AND FINAL ACCEPTANCE. ALL SHRUBS SHALL BE GUARANTEED BY THE CONTRACTOR AS TO GROWTH AND HEALTH FOR A PERIOD OF NINETY (90) DAYS AFTER COMPLETION OF MAINTENANCE PERIOD AND FINAL ACCEPTANCE. ALL TREES SHALL BE GUARANTEED BY THE CONTRACT~ TO LIVE AND GROW IN AN ACCEPTABLE UPRIGHT POSITION FOR A PERIOD OF ONE (1) YEAR AFTER COMPLETION OF THF. SPECl"IED MAINTENANCE PERIOD AND FINAL ACCEPTANCE. B. THE CONTRACTOR, WITHIN FIFTEEN (15) DAYS OF WRITTEN NOTIFICATION BY THE ARCHITECT, SHALL REMOVE AND REPLACE ALL GUARANTEED PLANT MA.:rERIALS,,WHICH FOR ANY RE;.SON FAIL TO MEET THE REOUIRE;;MENTS OF THE GUARANTEE REPLACEMENT SHALL BE MADE WITH PLANT MATERIALS AS INDICATED OR SPECIFIF.D ON THE ORIGINAL PLANS, AND ALL SUCH REPLACEMENT MATERIALS SHALL BE GUft:RANTEED AS SPECIFIE'.) FOR THE ORIGINAL MATERIAL GUARANTEE. 0 , 0 25 c:::JO'fE f:),9: ~◊. 9+-oz.. oor, 4-'.Ze,,95 scA" NTo t---+--+---------'--------+--f--J--./--------11 yj9ET I CIJ:LN?L £~~\~~~ AD w :=====--============='--'=~ PLANTING KOTES & DETAILS FOR: l1>C.Jf!C-, 1bf,-..rre. DA TT.: (NGH<EER OF wc,lK REV1SION DESCRIPTION DA TI: INITIAL OlHER APPROVAL CHY APPROVAL CT 94-02 A.PPRO½:D LUCAS & MERCIER CARLSBAD PROJEC'f ING-Pl PuO 94-D'. 'i--0-95 OA TE OWN BY: GLOB Y CHKD BY: BUNDY RVWO BY: Rr '1 PROJECT NO. CT ""14-02-I ORA lvlNG NO.' . '34~ -2-L.. ~---------