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Home My WebLink AboutDWG 902-7L; 87-116; RAINTREE SQUARE INC.; 01-11✓ v, ,5 \., " 1,-l :I' :K ! ;-, "' i I ,I, " :, " "' ' I l, f, " ~· ' fi " ·l, ,, -. 1,1 ' /J) ,~ ~ "' I ,, ~ " if 4 " ,,, ¥ ' 'f ' '• ,, ~ ~ , ' '' f ~ I '' ~ I ~ ~ ~ f, ~ 'I' ~ .: V, I 0 I 20. w ~ C, f @ f ~ ~ ~ il; = 0 ~21 ~· i,i ~·22. 0. Q f "" " V, i!: z 03 ~"-. ~ w = O· ~ Q w C if Ci w a: :i: ~ ~ er ili ~ I'( C z <T V, z Q ~ a: V ! vi ~ tx w = ~ Q ii: " ~ ~ C z a: ~ ~ SITE OBSERVATIONS AND MEETING:: SHALL INCLUDE: A. PRE-CONSTrlUCTION 8. LANDSCAPE GRADING AND SOIL ~MENDING C. LANDSCAPE CONSTRUGTION D, S~OTTING OF SPECIMEll PLANT3 E. IRRIGATIO~• PRESSURE AND CO /ERAGE TEST F. PLANTING AND/OR HYDROSEED'NG G. PRE-MAINTENANCE H. POST-MAINTENANCE (FINAL) NOTE: "LANDSCAPE" SHALL RC:ILR TO ALL IMPROVEMENTS WITHIN THIS SET OF DOCUMENTS THAT HAVE BEEN DESIGNED B" THIS OFFICE. SITE OBSERVATIONS BY THE LANDSCAPE ARCHITECT DURING ANY PHASE OF THIS PROJECT DOES NOT f1ELIEVE Tl IE CONTHACTOR OF r'IS PRIMARY RESPONSIBILITY TO PERFORM ALL WORK IN ACCORDANCE WITH THE PLAN~' SPECIFICATlm,s AND GOVERNING CODES, CONTRACTOR SHALL BE BACKCHARGED FOR LANDSCAPE AnCHITECT'S TIME WHEN OBSERVATIONS ARE CALLEu FOR AND IT IS FOU:,D THAT THE WORK IS NOT SIGNIFICANTLY READY UPON OBSERVATION on APPOINTM[NT IS NOT KEP r. TIME WILL BE CHARGED ON AN HOURLY BASIS, PLUS TRANSPORTATION, •coo AND LODGING COSTS, ir AtiY, AT THE THEN EXISTING HOURLY RATE FOR THE PERSONNEL PROVIDING THE OBSERVATION3. THIS FIRM DOES NC'T PRACTICE OR CONSUI_T IN THE FIELD OF SAFETY ENGINEEntNG. THIS FIRM DOES NOT DIRECT THE CONTRACrOH'S OPERATIONS, AND IS NOT RESPONSIBLE FOR THE SAFETY OF PERSONNEL OTHER THAN OUR OWN ON Tl IE SITE; THE SAFETY OF OTHERS IS THE RESPONSIBILITY OF THE CONTRACTOR. THE COIHRACTOR SHOULD NOTIFY Tl IE OWNER IF HE CONSIDERS ANY OF THE RECOMMENDED ACTIONS PRf:SENTED H[nEIN TO BE UNSAFE. HERRICK DEVELOPMENT COMPANY LANDSCAPE IMPROVEMENT PLANS • THE FOLLOWING GENERAL NOT~S ARE PROVIDED TO GIVE Dlf1ECTIONS TO THE CONTRACTOR BY THE LANDSC.APE ARCHITECT OF WORK. THE CITY ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFOnCEMENT. 1, NOTES ARE DIRECTED TO THE WOR:'. OF THE LANDSCAPE CONTnACTOR UNL[SS NOTED ON PLANS. 2. WORK NOT INTENDED TO BE UNDER LANDSCAPE CONTRACTOR'S CONTRACT: A. N.I.C. -NOT IN CONTRACT B. BYOTHERS C. EXISTING ~. CONTrlACTOrl SHALL VERIFY WITH LANDSCAPE ARCHITECT THAT PLANS ARE CURRENT AND APPROVED. ~. WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF CARLSBAD. 5. THESE LANDSCAPE AND tnntGATION PLANS HAVE BEEN CHECKED ONLY FOR COMPLIANCE WITH THE REQUIREMENTS OF THE GRADING ORDINANCE. THE ENGINEER'S SIGNATURE OR APPROVAL DOES NOT CONSTITUTE APPROVAL OF ADDITIONAL LANDSCAPE AND IRRIGATION WHICH IS NOT COVERED BY THESE REQUIREMENTS. ANY ADDITIONAL IRRIGATION SYSTEMS, OR ALTERATION THERETO, WILL nEQUIRE BUILDING DEPARTMENT CHECK AND APPROVAL. G. THESE PLANS ARE BASED ON IMPROVEM[NT PLANS BY ARCHITURA DATED 10 MAY 1988, 7. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY AND/OR REQUIRED PEnMITS AND PAY ALL RELATED • FEES AND/OR TAXES REQ,UIRED TO INSTALL THE WORK ON THESE PLANS. 8, THE CONTRACTOR SHALL BE APPROPntATELY LICENS'cD AS REQUIRED BY THE STATE IN WHICH THE WORK TAKES PLACE. 9. A SEPARATE PLUMBING PERMIT AND INSPECTION WILL BE REQUIRED FROM THE BUILDING INSPECTION DEPARTMENT FOrl THE INSTALLATION OF IRHIGATION SYSTEMS SHOWN ON THIS D? ''.VING, 10. PRIOR TO INITIATING ANY PHASE OF THE IRRIGATION INSTALLATION, THE CONTnAOTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF ALL RELATED UTILITY SERVICES AND METERS AND NOTIFY L1NDSCAPE ARCHITECT OF ANY DISCREPANCIES. 11. THE CONTRACTOR SHALL SUBMl'i' A SCHEDULE OF WORK, TO BE APPROVED BY OWNER AND LANDSCAPE ARCHITECT, PRIOR TO BEGINNING THE PROJECT. ALL worn< SHALL 8E IN ACCORDANCE WITH SAID SCHEDULE. 12. THE CONTRACTOR SHALL NOTIFY TflE LANDSCAPE ARCHiTECT PRIOR TO BEGINNING THE WORK AND SHALL m= RESPONSIBLE FOR COORDINATING WITH THE OWNER, LANDSCAPE ARCHITECT, GOVERNING AGENCIES AND OTHER TRADES. 13. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY ERRORS, OMISSIONS OR DISCREPANCIES IN EXISTING CONDITIONS OR WITHIN THE PLANS PrllOG TO BEGINNING TIIE WORK. IMMEDIATE NOTlr::ICATION WILL GE GJV[N TO Tl IE LANDSCAPE AHCHITECT SHOULD SUCH A CONDITION BE • D!SCOVERED. 14. MATERIAL SHALL BE NEW UNLESS OTHERWISE SPECIFIED. 15. THE CONTRACTOR SHALL, IMMEDIATELY UPON BEING AWARDED THE CONTRACT, MAKE ANY AnRANGEMENTS NECESSAnY TO INSUnE THAT ALL MAT[RIALS, CONNECTIONS, AND SUPPLIES WILL BE AVAILABLE WHEN NEEDED FOR THIS PROJECT. 16. ADD'TIONS AND/OR DELETIONS OF MATERIAL AND/OR LABOR SHALL BE MADE AT UNIT PRICES EST,\C1LISHED Willi THE OWNER PRIOR TO 13EGINNING THE WORK. 17. till ALTERATIONS WILL BE CONSIDERED FOR ITEMS SPECIFICALLY CALLED FOR ON THESE PLANS. 18. DETERMINATION OF "EOUAL" SUBSTITUTIONS SHALL BE MADE ONLY BY THE LANDSCAPE ARCHITECT. 19. LANDSCAPE ARCHITECT SHALL BE NOTIFIED t:ill_u=ss THAN 48 HOIIRS IN ADVANCE OF ANY SITE OBSERVATIONS OR MEETINGS. GENERAL NOTES PROJECT SITE LOCATION MAP SHEET NO. L-l L-2 L-3 L-3A L-4 L-5 L-6 L-7 L-8 L-9 L-10 l_-l l SHEET ■ SHEET DESCRIPTION cover sheet, general notes construction plan courtyard construction plan & details construction details irrigation plan irrigation details irrigation notes & legend irrigation specifications planting plan courtyard planting & irrigation plan planting details & notes planting specifications INDEH '------------------------------------' , _____________________ ..,... ______________ -------------..,...----------------------~ '----------------------------··· . ,,D .,, ,, , (,, ' l , , , ' , ' ,n l , • l ,·, ' ' ' ' • ,\1 ' ,\ \ ,\' 1,\1 ' ' -u z - CHFWGES 2o JLI L,, et? 'ZJAA,tf:, H /'X k I '--C:i ii t-'\A1' et'? C DATE BV ,a , I""-~--" .:::'.• I ----- '.v ~, 8) PAOGAESS PAINT DATE DESIGN ____ t:.._..¢:""'. /_,._"" DAFUJN D;(:c CHECHED ____ W~S=bl SCALE PROJECT •87-116 SHEET C/l (]) +-0 C 0 '- (]) C (]) 0 • +-(]) (]) ..c:: ,-en ·i.... Q) > 0 0 __ ,,,,.,.,,,, ... ,..,~------...,,.-=-~·-----~· ••·"·'"'"'·•--ii .. Ji ,,L s: z.aA@t" au: Ji£_,,,,,. •• ·-"' ,,am. £FL!!IIJ $SJ., am.,, "_,,, "" • • • .... L.►J; ;; . .2 1. J .23 .ot.: as• • ' ,---------THE USE AND PUBLICAT!ON Of THESE PlANS, SP«IFICATIONS AND DESIGNS SHALL BE RESTRICTED TO THE ORIGINA<. SITE AND PHASE f0/1 WHICH THEY WERE PAEPAIIED AND T!llE THERETO REMAINS IN THE ~ W!THOUIT WRITTEN CONSENT Of THE LANDSCAPE ARCHITECT IS PROHIBITED VISUAL CONTACT CONSTITUTES ACCEPTANCE Of THESE A<:STAICT~ION:':s:. ::::::=r ___ 7 11~ ,~ _ r l z ·o ' ' :::0 -I 0 I\) 0 ~ 0) 0 (/) (/) (/) ~ mmm mmm (/) (/) (/) I I I · mmm mmm -;-;-, . < I}\ I)\ l'l~ \} Ii .., .., .., 000 :n:n:n 000 000 zzz (/) (/) (/) -, -, -; :n :n :n CCC ~~~ 666 zzz roz mmo 0-,-; m)>m z -en ofii :c I I 'I ~ ~ . ~ l ~ ~ ~ r- ffi I V, I\) ~ ffi I RAINWEI:. 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I -; I m .., :n I r r (") 0 z _J 0 m 0 :n ::J m r m fl) ~ -6 ""' z ,--(") --· 0 ::J -CD CQ CD ::J C. ' ~fl\:,::t:::Q q ~ z z I ::;~ fr ~~ -r; \ i~ ~ Y: t RAINTREE SQUARE INC. HERRICK DEVELOPMENT' 2775 VIA DE LA VALLE DEL MAR, CA. 92104 deweese • burton • ossociotes ~ = co II -...J l'v I QI~ j(I) CD ~II ~ID <-IL 7J ~ ~ ~ ~ ~ ~ :l ~ ~ HERRICK DEVELOPMENT COMPANY :'.:\ .• _.i-=1 uceJsE rY-nE: ,_P\Jf)S~~r~ ARCHiTECTU'-iE Si PU~\lv\JG l 3J2 C/"1i\i\:f'JC Dt=-... /\A=iP DEL .~/1,AR. CAUFOP,f\J!'.J c;,2014 6i9/4::j./3/i r-r1n~+r1 1r-tif"'ln1 / nr~rlinn nl".:ln ,<~· "' ~ 2:, iE ~ :,: .,....:-"-----FINISH GRADE @ PLANTING AREA ,----•2X1 REDWOOD STAKE@5' O.C., TAPER END = ,1'--cl-c/,r-rlf',m ---2-1x4's NAILED @ 12""O.C. ----~ ·cl FINISH GRADE@) LAWN , Section STAGGER AND STAKE ALL:----- JOINTS; 1 X4 TOO BE NOTCHED -C'I TO NEGOTIATE CURVES ~ . · .. PLANTING AREA---· "0 f LAWN__J Plan .. ,----FINISH GRADE @ PLANTING AREA ,----2X1 REDWOOD STAKE@ 5' O.C., T.APER END ---2X4 HEADER W=i4f--FINISH GRADE ._ @)LAWN BUTT JOINT ___ __,,, c, 1 X3 SCAB ___ _,,, • I • • Sec11on Elevatton NOTE: ALL WOOD TO BE CONSTRUCTION GRADE REDWOOD. ALL NAILS TO BE GALVANIZED. 1/4" ~ct•►===::::L.--114• RADIUS s SCORE LINE +----112• RADIUS +----EXPANSION JOINT· USE "KOLO SEAL ZIPPER STRIP OR EQUAL, WITH 3/4" THICK BEAD OF JOINT SEALANT OVER. SEALANT COLOR TO MATCH CONCRETE. ·----+-BACKER ROD DIRECTLY BELOW SEALANT s ll 112" EXPANSION JOINT ':ii s---------------------------------1----------------------------------1 ~ iE ~ B. redwood header 8 :5 --cc 3 ; ~ Iii -; ! i :Ji -;;; ~ ;;; 1 "' I ~ 0 ~ C, I :!; 3 i i ~ +--------LAWN OR SHRUB AREA +-------N.D.S. 6" CATCH BASIN, W/ 6" ATRIUM GRATE IN SHRUB AREA ----N.D.S. s· CATCH BASIN, W/ s· STANDARD FLAT GRATE IN LAWN AREA. ----INDICATES TOP OF GRATE FOR GRADING PURPOSES FINISH GRADE +---HANCOR SDR-38 PIPE 4" DIA. SLOPE 1% MIN. TO OUTLET. PIPE IS SOLID. +----COMPACT SUB.-GRADE 90% A. expansion joint and score line +----------191-l~ ~ --eee pt..AN -+--------'-~ ~-Gftl, ~~BD eo1 H 61 t:::e<o -1-----Y.i' gfUCCO ~N ca,:..r \.,-1/~ ~N 10H U::-AT-u>L.OF<-~P Tf::XfUl2E. ,:Z, "11,A,U, f::.XleflNb e,L.Dt,i, 1i~r1i1x lb" (p'»...X.I.G!-" ~ BL.a:::-k-~1D ~ 1.,-.u., ce,L..W:, . :.W----'1¥~ ~ (~T-) . ti-4-~~.zi o/1 ,:,,c-, ,A,1,.-T ei~u:::~. v.rr----r---1---1,t>,-~f 1-Jrp-! iH~-€:e.Al- fi'UN~ l7~ ~flNb' # GI ~-------------------------+---------------------.....:...-----1 it C, ; D. planting area drain <!--------------------------------+-----------------------------------' C. raised planter z § ~ g ~ ~ ii: i ~ i i ; ~ ~ ; <'i i ~ 0 ~ ~ ~ F. EITC!i .. . ~-· : . . ,. . ,. ::1. ":' . . . . . . . ' • • 1" . '' •' .... 45°BEND~- -I ~ E. deck drain .flTCH .. .: .... •. :''4-' .:; ZURN FLOOR DRAIN TYPE "Y" 5" SQUARE POLISHED BRONZE IN CONCRETE PAVING THIOKOL SEAL SLOPE 1% MIN. TO OUTLET ALL PIPE IS H ANCOR 4" DIA. CO-EXTRUDED SMOOTH WALL, SOLID, PLASTIC DRAIN TUBE REDUCETO 3" DIA. WHERE PIPE DISCHARGES THROUGH CURB. 1 1-0" I F. .. , ----,. Y TILE 0cuLp,u12-g .4.F-ELI. I::>'( OTI-1r::.tz0 7'-0" 5'-0' - ------- "-, ' -.:-,"""'_ '-, ~~---c.;: ~~~---"~~--'-~'-,.__---- • , ' pot sculpture on raised platform () I ·, r I l/1 (\) ~ 0 V 0 l/1 l/1 C • C 0 ~ ' ::J D • -u z - CHANGES 11 APKI c-t'i ii n":'f'. ff'/ 1)!),MP{( e-'{ C DATE fN - ! ( ➔ ( • ➔ C PAOGAESS PAINT DATE ! ( ( DESIGN DBA l DAfWN D~ CHECKED WSB SCALE 1L4"=1'-0" i PROJECT 87-116 SHEET 0 4 8 16 NORTH L-3 f)v.JC,. C/OZ-'ll-OF 11 SHEETS \ / ' "' ~ I;; a: I;; ' :!' ~ w iE 0 w ~ !i: w V :i "' w ~ I;; ~ V 2 ~ ~ V "' ~ 5 0 w ~ "' i "' ~ '= ,: V :!' ~ ::,( 0 ~ w iE 0 I V z ~ 3 ~ t= 3 ~ ~ t= ~ ! i t NOTES: 1 1/2" cjl PIPE HANDRAIL ----+ WELD ANO GRIND ALL WELDS SMOOTH, PAINT ALL HANDRAILS WITH ONE COAT OF RED OXIDE PRIMER ANO TWO COATS HANDRAIL SHALL HAVE VERTICAL SUPPORT AT CENTER POINT OF RUN. FOR NUMBER OF STAIRS, SEE PLAN. OF ENAMEL TO MATCH BUILDING TRIM COLOR. COLOR TO BE SELECTED BY ARCHITECT. r:::::=1/✓~ ~.---; ~r , 12" MIN. t==-:::;;, :::. ' . . · ... I .. ,_ ' .. 1-, TREAD · ~ .. , ... -'. _;.· ., ..... :...,·' -'---·~·_.'I WIDTH·--.~., /s• -...--1-·~✓--1" •,:. ·/ --·1·:i ·:--;1·:-::-/•:·:'.· ·.·: \. 'L .. : ·. r .· .. .-~{-~ ;. ,• ," . ,-!L, 1 1/2" <I> PIPE HANDRAIL •. ' . . ' -~ - - j j ![D 0 =======================================~][~C=HA==N==D==R==A==IL======~):::=[B=C=H=E=E=K=W=A=L=L====~)(A I w '° " 0 I 0 i r ~ "J it iE Q • ~ ~ -~ a: ~ 0 I w Si if ~ 12 ~ ! 0 ~ 0 w -~ I;; :!' ;i; i "' § ~ 0 I "' ~ ~ a: ;f ~ "' ~ ~ t 0 ~ ~ a: ~ i ' ~ '.f ~ - ( _H _______ _..](_G _______ ----.J](F ][ E ~• ~-t.r;>li ~!Pt--1 Jti , ~r CT,'(P.) fc:?f' ;+l D eoifOl1 "f ~f"7 vi/ JOlt-/1'" &~1-AN'f ' POL.lt:2-eb IH I'='-~ ~m~,t>L, ~~ i..11 !"11=.I:.»• ~f'-~t FIH i,-::.H \ \ -',~:l:1--4-~-CPITT, lw11 .:?.C. \JE.P-17~\.... ~ H~12-1u+tJ1,L.. ,z.u Ml~ ?~!::;P-Fl +-~ ---1 ~~/, wPH f' p,?"fl.':t:::> -SU ~G,l:2P, t;;:> E::, -----e,,lf.t>l--\"'=>1 .,:,h) .JT, H~: HUMie>E:P-e:,: "='fl:::f'=> -:ee GfP,.>011--rs, ri+H· STEPS 1. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE DRAWINGS. 2. ALL CONCRETE PAVING IS EXISTING. REFER TO ENGINEER'S IMPROVEMENT PLANS. 3. LANDSCAPE ARCHITECT OR OWNER SHALL APPROVE ALL FORMING PRIOR TO POURING OF CONCRETE. 4. OWNER WILL PROVIDE ENGINEER'S RECOMMENDATIONS FOR WALL EXPANSION JOINTS, FOOTINGS, WEEP HOLES, AND GROUTING. RECOMMENDATIONS WILL VARY WITH SOIL CONDITIONS. 5. TOP OF ALL WALLS SHALL REMAIN LEVEL. 6. THE CONTRACTOR SHALL USE THOROSEAL FOUNDATION COATING #51 FOR WATERPROOFING ALL WALLS BEHIND WHICH BACKFILL WILL BE PLACED. THOROSEAL WHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS 7. HALF BLOCKS SHALL BE USED WHERE NECESSARY TO ACCOMMODATE RADIUS ED WALLS. 8. WEEP HOLES SHALL BE PROVIDED AT EVERY OTHER BLOCK ON ALL LOWER COURSES OF ALL WALLS. 9. ALL WALLS SHALL BE CONSTRUCTED OF CONCRETE BLOCK WITH A STUCCO COAT FINISH. COLOR TO BE SELECTED BY OWNER. 10. CONTRACTOR SHALL REFER TO SAN DIEGO REGIONAL STANDARD DRAWING C-7 (GENERAL NOTES FOR MASONRY RETAINING WALLS) FOR ANY ADDITIONAL NOTES. • 11. ALL WALL STEPS SHALL BE ACHIEVED BY A QUARTER CIRCLE RADIUS PER ELEVATION "A" 12. RETAINING WALLS AS SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. A SEPARATE PERMIT AND INSPECTION FROM BUILDING INSPECTION DEPARTMENT WILL BE REQUIRED FOR THEIR CONSTRUCTION .. ] ,,0 -0 ,n 0) ~ 0 ,__, 0 en lf' C • C C u L _(: • (', j er C) 0) --,, ' ~) -u z - CHANGES i ' DATE fW '2,G 'j/ ; ,· , '-' ---- '.!zO &d ,ffl ---- PAOGAESS PAINT DATE DESIGN .... D~B="A__,__ __ _ DAfUIN ..... o=a=A_,·'---- CHECKED _.wL..L.><s ... B:..... __ _ SCALE PROJECT 87-1°16· SHEET CONST. NOTES l-3A ~•,'17i-. {},Oi~ ~ 1 L} '--oF_I I_SH_EET_s ___ .J NEW SHEET -• - ' ¥: • i \ r z, # ' 1, f[Jf.J q ~ ' , \_ ,I/ ,i / I' : 1: ,- ,/ i":Jr -,- 1 \ ! • \ \ \ \ \ \ \ \ \ \ \ I, z I" ----"--- i -'Ill>•' - ~t:'.Y>TI& Cc?Htft?L.,L-?f:: ® ~~ ~---ir:~~~~~~w7~~; 2, __ .;;",?~--;;..;;;;..;-::;;;-;;;";:z:=:_7f-~w \ \ __ \\ ' ' - '=1-== =i:: = =-=-=--= = ~~, -~z;,,--- ?t7NT~ ,,. _ l.... ;?, I, ,,-1,... I'_,., -I ,--I\'~ !j' J-'i1 ..., ,-" !' ii:/( /Pw'' ,/:S:: 4\'.,1-""'1"~,.v~, ..• \ -al~ 1/; - \ I,, \ \ \ ( AVENIDA ENCINAS • I \ \ \ \ ' \ \ \ \-' \ I \ j \ \ \ r:o.c...-CONT~-012 -CONNF.::C"I ·rv l=-X-1 ""-'TI He.,;, I i:;1-j;.l., &,A-'T 10 N c,,yc?T E:.. M 'CONTRA01'0R SHAtl. RBPA1R ANi,foR Rl!PII.Act!, \ \ \ \ \ 1ANV EXIS'l"fNQ tRRIGA1'0N TkAT HAS BEEN DAMAG!D 1 -OR IS NOT IN PROPER. WORlttNG ORDER · NOTE: SEIE SHEET 1.,-d> FOR IRRIGATION NOTES -SEIE SHEET 1.,-~ FOR IRRIGATION LEGEND 'SEE SHEET 1,.,-S FOR IRRIGATION DETAILS 1 _ SEE SHEET 1.,-7 FOR IRRIGATION SPEC'S I 0 20 40 \ \ ' \ \ 80 \ \ \ l I ! ' ... ../ I \ I \ \ \ \ \ \ \ \ I I \ I \ I i ' -u z - f/ l , <::,; l \:¼1>s-,, .. ,.,.0=, ,,,-,~~"-'~,,s,<•=o«.s~,"°'"'"" ""'""'"·"· =·"""~""'" ,,,,F J """'"'f '• ,·s,m """'""'"~4'lc<••C·<•·","0o "'•0',S .,.,_,,.,, , \ I 'Z??JL.11,..,ee, I ' --· -------~ l 19 Af"KI L--'/51 I i ---- \I 7:t--_~e,"I ,Zr;, ;vi,;.., ,'21 7;rJ MA'(~ - C C -_JP _( JP 1" = 20' -O" ""' --" --~--••• "" ---•-s•~ • . 8Z .. :JJ6 j '10 ~;,,,,-c,H•,"•~,•,, "~"'" '~ ,,,,,,.,,,,,, '' ,, """~""" .. ,~,,,,, " os,,,,,,-.,,~~,,,,,.,,,_,:,,,,,,"" ;,,·,•e.•o>cwa,,,",s·,~,,,,.,,,A• /4, ;, ,._ ,._ NORTH 01114. C)t'JZ • rlJ +---------AOJA'.::E::f-..JT f.AVI N&. -r-------61U le:¥-Q.?...IPL..-1:=)=2. VAL.VS., I ! ' I I ! I FINISH GRADE 1" BELOW ,--------------,----------. VALVE BOX TOP IN LAWN I I I ' i ... ·, I/ . 7[111 .. : = I ' . · AREAS & 2" IN SHRUB AREAS .----------------VALVE BOX ,------------BLOCKED TRUE UNION BALL VALVE SLIP END CONNECTORS SUPPLIED WITH VALVE PEA GRAVEL 1------------.---MAINLINE ~---------------ONE COURSE OF BRICK · ( TO SE! VALVE BOX ON) NOTE·ONLYONEVAI.VE PER BOX , ' I VALVE OOX WI LOCKING LIO .. --..... -· ..... rLOW CONTROL WI ST An HANDLE --.. ·- 12· DIAMETER LOOP---------·---- PEN-TITE WlnE CONNECTORS---- FINISli GnADE 1· BELOW VALVE □ox TOP IN LAWN AND 2" IN SHflU□-i . '"'I"· ------, .. II 1l11 ..._,, ...__ .. -1---MANUAL CONTROL PET-COCK , , _ n " t, P.V.C. SCH ,o NIPPLE l 1111 I f-LOV ~ntJTil!lill~lli-m~111i---.. -r.v.c. s,s ELL I • ._ -.:)'o-• -~-♦• 1-1 ~ .. , ' = •-P.V.C. SCI\ 40 NIPPLE ., """ 0 ·cf'"':~ ~,, 1, 0 •'l.ni> < = ._r.v.c. TEE Oil [LL ~'. ~ 0 "'oOt• ~"r:J •~~8':!.t:W1 t::;;:: Iii 'Ell I'-111cc;1111-=c li=lil'=\111 .. ~--.. P.V.C. l~AIN (CLASS 315) 1,--+ .. '--'fill II II I re:~ WI 18' COVER ' •'----P.V.C. tyiALE 1AO/\PTEJ1 P.V.C .. LATERAL (CLASS 200) ---+ P.V.C. MALE ADAPTER-------------+ UNION-----........ _________ -----·· __ . __ _ ORICK ----------... NOTE: SETVIILVE BOX ON ONE COURSE or OfllCK. PEA GRAVEL---------.. -----_____ ...... ___________ ONE VALVE rcn GOX. I[ D qt .. jick coL1pling valve ][ C b'4!! valve ][ B remote control valve g:o =============================::::;:======================~ C 6 ,e ~ i I ! i i ~ i i ~ : -~ Q I ~ ~ i ~ ~ " il' ; i t ~ ~ ~ ~ I i \lj ~ NOTE: PAINT CONTROLLER, METAL STRAPS AND SCH 40 CHASE (ABOVE GRADE) TO MAlCH ADJACENT WALL COLOR. ~ ,v,,/ ,·>----EXISTING BUILDING WALL t:;:'. '½ ~-1----n t%'. -11--AUTOMATIC CONTROLLER i;:;::_ (MOUNT PER MANUFACTURER'S // SPECIFICATIONS). [% ' ~ f;;',l-,1-L t:::;;,l':'lo----METALSTRAPS. ~ ~ ~ 14---PVCSCH40CHASE "l ~ ~ :;;:;; SCH. 40 P.V.C. 90° SWEEP ELL I . ,-.---------WALK, CURB, HEADER, ETC. ' ,, ~"~-.-... = :\ .. ,. . '' , .. · . . ,,. ..---FINISH GRADE ' ' -,.:: . .E::·11::...'.'.!f? STREAM ROTOR HEAD -, 1;1,t-------1/2" SCH. 80 PVC NIPPLE LJ------ANTI-DRAIN VALVE ~ l,• _0-------112• SCH. 80 PVC NIPPLE r------1/2" MARLEX STREET ELL t------112• PVC THREADED ELL I . "<.'.~A:~::--------•-,__--1/2" SCH. 80 PVC NIPPLE -~f~-~;;;~;.;.;;~;~.--.;-~~::;~-~~,l~l~IL·--_-_-__ -_-------~ j ) ·,;;..,..,,,,rn,<me PVC FITTING AS NEEDED PVC LATERAL LINE [_H __ e_x_te_r_io_r_w_a_l_l _m_o_u_n_t_c_o_ .. n_t_r_o_lle_r ______ ] G stream rotor head swing joint assembly} -+-----------WALK, CURB, HEADER, ETC. r----FINISH GRADE r'---: -·1,,1 t------ANTI-DRAIN VALVE -:--~--1/2"·SCH. 80 PVC NIPPLE __ 1,---,---_ ----1/2" MARLEX STREET ELL 1--~---112• PVC THREADED ELL m• .. ._...,,,.(,I,. 4:........::::::::---.!!-..._>---112• SCH. 80 PVC NIPPLE ~~:~-~;;;.;_;_; .. ;~;;•~~i::-i-~.~~~n~;-1]_1l~·====~;.::-=======]-~ ,-.1/2" MARLEX STREET ELL • -PVC FITTING Af3 NEEDED ,__ ___ PVC LATERAL LINE F 3 11 or 611 pop-up head swing Joint assembly PRESSURE REGULATOR #500 YSBR ----------------t REDUCED P11ESSURE BACKFLOW PREVENTER ~ I BRASS NIPPLE BRASS UNION • l :,3/ 'Jll_ l m ~ 1 BRASS ELL "''11i l &;f BRASS UNION snAss ELL--ri011Qui~hrJ-: ~l\l~O([t~ ~ u1~I•\ ~ ~ ~ ~ -~ rr,f ,' l ~-,,~ \; WILKENS #YS'; 100 BRONZE STRAINERJ I ~ WITH LOOSE KEY CLEAN OUT ~ -----~nn l ~Fl d ,:m~i\ir1'""" " 11111 :\:~ lllle'-I BRASS RISERS---------------<r ~ ' RASS NIPPLE .. If_ .c;:,:,~f ------ i----i, ·. ~ .. "_· 12" SQUARE CONCRETE THRUST BLOCKs-S------i-1 "R .. '.. '[ ,-CJ----" --. 1 •~ --·FEMALEADAPTER---------------- \_I _~ -I !t-A ~· □RASS ELL ~ .. ~ +-------TOPOINTOFCONNECTION P.V.C. MAIN(TOVALVES) NOTES: 1. NOCLOSENIPPLESTOBE USED 2. PAINT ENTIRE UNIT WITH 2 COATS FLAT BLACK ENAMEL 3. PROVIDE LOOSE KEY FOR CLEANOUT VIILVE 4. PROVIDE LOCK (WITH 2 KEYS) AND CHAIN TO SECURE GATE VALVES 5. ALL TEES, ELLS, AND NIPPLES SHALL BE RED RRASS ' ] A red~pres.backflow preventer w /pres.reg. ' _.,.__------~· ,- ;::; SHRUB HEAD -----ANTI-DRAIN VALVE -----1/2" SCH. 80 PVC I FINISH GRADE - t; :: I ~ 1' ----~-1/2" FLEX NIPPLE ' t I ~-~~ I , ,';. MAxFA "EXCALIBER" (BROWN) "EXTRA FLEX' (WHITE) IS NOT APPROVED . ' r--1 ,,,_ 11--~n-__,,______ '~1----.~.., PVC LATERAL 1 ... · ____ , -PVC SxSxT_ TEE OR, SxT 90° ELL E shrub head on riser flex riser assembly ' ,D v ,n (\) u u u C) /11 //l (l • C 0 ' , ,_ .) () • ('.,) ,J1 (\) c,) l (\) 0 -0 z - CHANGES ',, tL ' ' ·v u, -',, ' ' ' 'I ' / l ' ') ---... -ri ,:-1 ' ,. l 'I 'L' u •J (_}J '" " I· ) '.:L " 'IJ.. " I ,i (1 'ri ' ) ' ( ) ( i I j I I (.) I 11 i •~ J ' ,_ ) I I I ( C ' I ir ~ If ' '· J t I (I ff I lf) I ) ', II I ( l ( N • • f ',-, ( ) , ( I { I r✓·, ')1 , I• I ) I! DATE~ PAOGRESS PAINT DATE DESIGN !2fP DAfl.LJN ~~ CHECKED WSB SCALE - PAOJECT 87 -116 SHEET L-5 Of I SHEETS / ~ ~ :,i ~ ~ i u If ti) ~ ~ i u ~ 5 i Ill ~ t: ,: !f I l ~ ! I i ~ ~ i ! i l 38. CONTRACTOR'S MAINTENANCE PERIOD SH(LL .t:lQI BE TERMINATF:D UNTIL THE FOLLOWING CONDITIONS ARE SATISFIED AND APPROVED BY THE LAl•IDSCAPE ARCHITECT: A. VALVES SHALL BE WIRED TO CONTROLLER IN SAME NUMERICAL SEQUENCE AS INDICATED ON PLANS. B. PROVIDE REDUCED SCALE DIAGRAMMATIC PLAN OF SYSTEM, SEALED IN PLASTIC, IDENTIFYING STATION NUMBERS AND AREA THEY WATER. M')UNT INSIDE EACH C_ONTRCLLER. C. "AS-BUIL r" DRAWINGS SHALL INCLUDE LOCATIONS OF MAINS, VALVES, SOURCE OF ELECTRICAL POWER FOR CONTROLLER CLOCK, CONTROL WIRE, SLEEVES, CONDUITS, CONTROL WIRE ROUTING, AND BELOW GRADE HEADS HAVING A RADIUS OF 30'-0"+. LOCATE, ON REPRODUCIBLE MATERIAL.BY DIMENSIONING FROM lWO (2) FIXED POINTS. • 39. IRRIGATION DESIGN ASSUMES: A. Z "WATER METER. 40. AN ENCROACHMENT REMOVAL AGREEMEIJT WILL BE REQUIRED FOR ALL EQUIPMENT LOCATED WITHIN PUBLIC RIGHT OF WAY. ' 41. WHERE FIELD CONDITIONS REQUIRE CHA~IGES, HEADS SHALL BE ADDED OR DELETED IN ACCORDANCE WITH THE MAXIMUM SPACING LIMITS ESTABLISHED IN THE IRRIGATION LEGEND. PIPE SIZING SHALL BE ADJUSTED ACCORDINGLY. WATER VELOCITY IN PIPES SHALL NOT EXCEED 5 FEET PER SECOND. 42. CONTRACTOR SHALL REUSE ALL EXISTING IRRIGATION MATERIAL TO BE REMOVED OR RELOCATED. PROVIDE OWNER WITH ITEMIZED LIST OF ALL REUSED MATERIAL. l[D 0 ! ][ C =================: irrigation notes ~ " 0 ' ! ! r ~ ~ ~ ' Q ~ ~ :,i I 0 if ~ I 12 15 ~ Q . ~ ~ ~ ;jS ~ ~ V, ~ ~ 0 ! V, ~ ii: ~ ~ "' ~ :,i ~ ~ ~ ii: -~ i ~ ' t ~ [~~---------)(G 21, PROVIDE AUTOMATIC CONTROL VALVES WITH PVC UNIONS ON BOTH SIDES OF THE VALVE. CONNECT:ONS SHALL BE MADE HORIZONTALLY. 22. VALVE BOXES SHALL BE MANUF,'.CTURED BY AMETEK (PIT #1C-170-001 AND t;OVER #10-173-004 OR CARSON #1419-2B), ONE VALVE PER BOX. LOCATE IN SHRUIJ AREAS WHERE POSSIBLE A"D GROUP TOGETHER PARALLEL TO EACH OTHER. SET BOX 2" ABOVE FINISH GRADE IN SHRUIJ AREAS AND FLUSH IN LAWN AREAS. INDICATE ON LID THE IDENTIFICATION NUMBER OF THE VALVE AND CONTROLLER CLOCK. LETTERS SHALL BE 3" HIGH, 1/2" WIDE AND BURNED INTO THE LID WITH A SOLDERING IRON. 23. REMOVE BURRS FROM P.V.C. PIPE ENDS PRIOR TO CONNECTING OR SOLVENT WELDING. 24. USE SOLVENT MANUFACTURER'S RECOMMENDATIONS FOR CLEANING PIPE ENDS PRIOR TO MAKING SOLVENT WELDED CONNECTIONS. 25. FLUSH PIPE CLEAN PRIOR TO INSTALLING SPRINKLER HEADS. 26. REQUIRED AT EACH AUTOMATIC CONTROLLER: 120 VOLTS, 60 CYCLES, SINGLE PHASE, PER MANUFACTURER'S REQUIREMENTS WITH APPROVED GROUNDING. 120 VOLT POWER AND CONDUIT TO CONTROLLERS PROVIDED BY OTHERS. "AS-BUILT" PLANS SHALL SHOW SOURCE OF ELECTRICAL POWER, LOCATION OF CONDUIT, AND CONDUCTORS FROM SOURCE TO CONTROLLER. :• 27. AUTOMATIC CONTROLLERS ARE WALL MOUNT. 28. CONTROLLERS SHALL BE PROGRAMMED SO WATERING WILL NOT INTERFERE WITH CONSTRUCTION OR NORMAL USE OF THE PROPERTY, CUSTOMERS AND/OR PERSONNEL. 29. DIRECT BURIAL CONTROL WIRE SHALL BE 600 VOLT, SINGLE CONDUCTOR SOLID COPPER, PLASTIC INSULATED CABLE RATED FOR DIRECT BURIAL APPLICATIONS, U.F., U.L. APPROVED. 14 GAUGE (MINIMUM) PILOT AND SPARE WIRES, 12 GAUGE (MINIMUM) FOR COMMON GROUND RETURN WIRE. WIRE COLOR CODE TO BE AS FOLLOWS: COMMON GROUND WIRE -WHITE. EXTRA CONTROL.WIRE-RED. 30. WIRE CONNECTIONS: NEUTRAL, PILOT AND SPARE WIRES SHALL BE INSTALLED WITH A TWO FOOT (2') COILED EXCESS WIRE LENGTH AT EACH END ENCLOSURE. EACH AND EVERY WIRE SPLICE SHALL BE ENCASED IN "SCOTCH-PAC" OR "PENTITE" WATERPROOF EPOXY CONNECTORS. WIRE SPLICES SHALL BE MADE ONLY IN VALVE OR PULL BOXES. 31. CONTROL WIRES SHALL BE BUNDLED WITH ELECTRICAL TAPE AT 5'-0" INTERVALS AND BURIED BENEAT:-1 MAINLINE WHERE POSSIBLE OR AT THE SAME DEPTH AS MAINLINE ALONG EDGES OF PLANTING AREAS. 32. PROVIDE ONE SPARE WIRE FROM THE CONTROLLER TO THE FARTHEST VALVE LOCATION ON THE SITE IN THE FOUR MAIN POINTS OF THE COMPASS. ; _, 33. CONTRACTOR SHALL ADJUST ALL IRRIGATION HEADS TO FULLY COVER ALL PLANTING AREAS AND NOT THROW ONTO WALKS, BUILDINGS, OR WINDOWS. 34. PROVIDE ANTI-DRAIN VALVES ON EACH RISER QB IN EACH SPRINKLER HEAD PER IRRIGATION LEGEND AND DETAILS UNLESS ANTI-DRAIN VALVES ABE PROVIDED IN EACH IIEAfl BY MANUFACTURER. VALVES SHALL BE SAME SIZE AS RISER, AS MANUFACTURED BY VALCON, MODEL ADV-XS. 35. IRRIGATION SYSTEMS SHALL NOT SPRAY WATER ACROSS PROPERTY LINES. " , . . . . . . '• . "-, 36. WHERE ON-SITE FIELD ADJUSTMENTS TO HEAD SPACING OCCUR, CONTRACTOR SHALL USE TRIANGULAR HEAD SPACING, WHERE POSSIBLE. SEE LEGEND FOR MAXIMUM SPACING. 37. OBTAIN COVERAGE TEST APPROVAL FROM LANDSCAPE ARCHITECT PRIOR TO PLANTING OR _SEEDING.· ][ 8 irrigation notes SYMBOL i, P.O.C. .. Q INDICATES 3" POP-UP HEAD 6 INDICATES 6" POP-UP HEAD 0 INDICATES SHRUB HEAD ON RISER MANIIFACTI IREB RAINBIRD RAINBIRD WILKINS RAINBIRD KING BROS. IND. RAINBIRD MODEi NUMBER ,. EFA-CP-SERIES RPA'Zct? 500-YS 33D BTU-V-SERIES ISC 11. {'i -=-=--=-~ REMOJIE CONTROi VAi YE· INDICATES CONTROLLER AND STATION NUMBER INDICATES VALVE SIZE INDICATES G.P.M. FOR THAT VALVE NOTE: ALL IRRIGATION EQUIPMENT SIZES INDICATED ON PLAN. ' DESCRIPTION ELECTRIC REMOTE CONTROL VALVE INSTALLED IN AMETEK VALVE BOX. REDUCED PRESSURE BACKFlOW PREVENTER WITH GATE VALVES, PRESSURE REGULATOR WITH YS- 100 STRAINER AND LOOSE KEY HOSE BIBB CLEAN-OUT. SEE IRRIG. NOTE _B_ FOR SPRING RANGE. QUICK COUPLER VALVE, 3/4" TYP. BLOCKED TRUE UNION, BALL VALVE, LINE SIZE, IN VALVE BOX. AUTOMATIC CONTROLLER WALL MOUNT PER CONTROLLER DETAIL. MOUNT ON EXTERIOR WALL. LATERAL UNE: CLASS 200 PVC WITH 12" MINIMUM COVER, 18" BELOW PAVING. (CLASS 315 FOR 1/2" DIAMETER.) • MAINLINE: PVC MAINLINE CLASS 315 WITH 18" MINIMUM COVER,. 24" UNDER PAVING. EXISTING WATER METER -SEE PLAN FOR SIZE. POINT OF CONNECTION. SLEEVE -SCHEDULE 40; 2X PIPE DIAMETER (MINIMUM). ' 1, IT IS INTENDED THAT THE CONTRACTOR SHALL ,'.;ONSTRUCT, ASSEMBLE AND INSTALL SYSTEMS IN A SATISFACTORY MANNER, ACCORDING TO THE ; IIGHEST WORKMANLIKE STANDARDS, COMPLETE AND FUNCTIONING PROPERLY IN EVERY WAY, L<:;=·, READY FOR ITS INTENDED USE A~IQ/OR OPERATION BY THEOWf\'cR. 2. CONTRACTOR SHALL BE RESPONSIEI' !: FOR DAMAGE TO PLP'!7 ,vlATERIAL DUE TO SYSTEM FAILURE DURING INSTALLATION OF PLANTS AND MAINTENANCE PERIOD. 3. CONTRACTOR SHALL CHECK ALL SITE CONDITIONS, AND VERIFY THE EXISTENCE, LOCATION AND SIZE OF UTILITIES AND SERVICES PRIOR TO TRENCHING. • 4. PRIOR TO BEGINNING WORK CONTRACTOR SHALL VERIFY WATER PRESSURE OF __ 160_ P.S.I. AT THE WATER METER, AT AN ELEVATION OF _68 __ FEET AND ALSO VERIFY MAIN LOCATIONS AND SIZES. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH OTHER TRADES. 6. CONTRACTOR SHALL COORDINATE WITH OWN::CR AND OTHER TRADES TO HAVE POWER AVAILABLE TO THE CONTROLLERS WHEN NEEDED. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR SLEEVES AND CHASES UNDER PAVING, THROUGH WALLS, ETC., UNLESS OTIIERWISE NOTED. 8. POINT OF CONNECTION (P.O.C.) SHALL BE AS SHDOWN ON PLANS. 9. CONNECTIONS FROM MAIN SUPPLY LINES SHALL BE MADE HORIZONTALLY. 10. NO CLOSE NIPPLES OR CROSSES SHALL BE USED. 11. PIPE DOWNSTREAM OF CONTROL VALVE SHALL BE AT LEAST ONE PIPE SIZE LARGER THAN VALVE SIZE UNLESS OTHERWISE NOTED. 12, PIPING AND P.V.C. ELECTRICAL SLEEVES (PV.C. SCHEDULE 40 WITH NO. 12 PULL WIRE) UNDER EXISTING OR FUTURE PAVING SHALL BE INSTALLED, (24" MINIMUM BELOW PAVING EXCEPT 18" FOR IRRIGATION LATERALS), PRIOR TO PAVING OR REPAVING, AND EXTEND 2 FEET OUTSIDE EDGE OF PAVING. NO TEES, ELLS, OR OTHER TURNS IN PIPING SHALL BE LOCATED UNDER PAVING. PERMANENTLY MARK PAVING WITH "E" ON BOTH SIDES OF CROSSING. SLEEVES SHALL BE A MINIMUM OF 2 TIMES THE DIAMETER OF PIPE TO BE ENCLOSED OR, FOR ELECTRICAL SLEEVES, LARGE ENOUGH FOR ALL WIRES INCLUDING AT LEAST 2 SPARE WIRES. ' 13. ALL PRESSURE PIPE, POLYVlNYL CHLORIDE OR ASBESTOS CEMENT, SHALL HAVE THE CORRECT SIZED CONCRETE THRUST BLOCK INSTALLED AT EVERY ABRUPT CHANGE OF ALIGNMENT; AT GATE VALVES, AT TEES, ELBOWS, AND AT ENDS OF PIPE RUNS; OR WHEREVER THE C:NGINEER DEEMS ONE TO BE NECESSARY. THRUST Bl OCKS (IRE TO BE INST Al I FD AS PER STANDARD DRAWINGS W-17 W-18 AND W- 19.. 14. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. VALVES AND OTHER IRRIGATION EQUIPMENT SHALL E)E LOCATED IN PLANTING AREAS. PIPING SHALL BE LOC/\TED ALONG THE INSIDE EDGES OF PLANTING AREAS EXCEPT WHERE NOT FEASIBLE TO DO SO. 15. CONTRACTOR SHALL PAINT BACKFLOW PREVENTOR ASSEMBLY FLAT BLACK AND LOCATE IT IN A SHRUB AREA, AS APPROVED BY LANDSCAPE ARCHITECT. 16. PLANTS 24" BOX SIZE AND LARGER SHALL BE PLANTED BEFORE MAINLINES AND LATERAL LINES ARE INSTALLED. 17. ADJUST PRESSURE REGULATOR TO ACHIEVE 10 P.S.I. MORE THf" THE •~INIMUM HEAD OPERATING PRESSURE FOR EACH TYPE OF HEAD AT THE HIGHEST SYSTEM Al'<D/C/1 HIGHEST AND LARGEST.SYSTEM. SEE IRRIGATION LEGEND roR LOWEST OPE.9ATING PRESSURE RANGE OF EACH HEAD. . • 18. PROVIDE ALL PRESSURE REGULATORS Wll'H ..J2: RANGE SPRINGS. CONTRACTOR SHALL ADJUST FOR PROPER OPERATING P.S.I. OF HIGHEST AND/OR LARGEST SYSTEM IN THE FIELD (SEE NOTE 19). 19, VALVES SHALL BE MANIFOLDED TOGETHER WHEREVER POSSIBLE. LOCATE VALVES IN SHP:;B PLANTING AREA WHERE POSSIBLE. VALVES SHALl BE SERVED BY AN UPSTREAM CONNECTION EQUAL IN SIZE TO THE LARGEST SIZE LATERAL LEAVING THE GROUP OF VALVES. 20. PROVIDE LINE SIZE BALL VALVE, IN BOX, UPSTREAM OF EACH GROUPED MANIFC\LD OR SINGLE VALVE. ] [ A irrigation notes llYM MBl. MODEL NO. 1 TORO 570X-12'-Q 2 TORO 570X-12'-H 3 TORO 570X-12'-270 4 TORO 570X-12'-F 5 TORO 570X-12'-ADJ TORO 570X-4'-SST 7 TORO 570X-9'-SST 8 TORO 570X-4'-EST 9 TORO 304-XX-01 10 TORO 306-XX-01 11 12 13 14 15 16 17 18 19 20 21 TORO 308-XX-01 TORO 31 0-XX-01 TORO 316-XX-01 TORO 306-XX-02 TORO 308-XX-02 TORO 312-XX-02 TORO 316-XX-02 TORO 304-XX-63 TORO 306-XX-63 TORO 308-XX-63 TORO 570X-FSQ-LG . .. DESCRlpjlON LOW GALLONAGE SPRAY HEAD LOW GALLONAGE SPRAY HEAD LOW GALLONAGE SPRAY HEAD LOW GALLONAGE SPRAY HEAD ADJUSTABLE ARC STRIP SPRAY HEAD STRIP SPRAY HEAD STRIP SPRAY HEAD ABC 90 180 270 360 ADJ 4'X24' 9'X18' 4'X15' RAPll/S 12' 12' 12' 12' 12' 4'X24' 9'X18' 4'X15' STREAM ROTOR HEAD 90 16' STREAM ROTOR HEAD STREAM ROTOR HEAD STREAM ROTOR HEAD STREAM ROTOR HEAD STREAM ROTOR HEAD STREAM ROTOR HEAD STREAM ROTOR HEAD STREAM ROTOR HEAD LOW GALLONAGE STREAM ROTOR HEAD LOW GALLONAGE STREAM ROTOR HEAD LOW GALLONAGE STREAM ROTOR HEAD 0 FLAT SPRAY LOW GALLONAGE 90 135 16' 180 16' 225 16' 360 16' 135 21' 180 21" • 270 21' 360 21' 90 28' 135 28' 180 28' 7' MAXIMUM SPACING .GEM 12'. 0.70 12' 1.00 12' 1.50 12' 2.00 12' ADJ . 12' 1.05 9' 1.00 15' 0.60 16' 0.57 16' 0.86 16' 1.14 • 16' 1 .43 16' 2.28 21' 1.08 21' 1.44 21' 2.16 21' 2.88 28' 0.68 '28' 1.02 28' 1.36 7' 0.26 ES! 25 25 25 25 20 20 20 30 35 35 35 35 35 35 35 35 35 35 35 35 30 TORO 570X-FSH-LG O FLAT SPRAY 180 7' 7' 0.26 30 ' l ···, .-, , _ _, .. , ._,___,......n I OW .. GALLONAG_ t _ ,--~--· .. , ... ,. .. c·••--V-,./ , ...... v-···· .. • •,._ ~~~ , _ ' V J-,_;;i-:;::;..,-, ,. ,, ·, r'V ..._,,. ... ---...;--' ~ • .· -~ TORO 304-XX-02 ' STR!cAM ROTOR 90 21' , 21' .72 35 ]~[F=i=rr=ig=a=t=io=n=.=,e=g=e=n=d==========~]E irrigation leqend ] ,,/J .,, V1 (,) " , 0 u 0 l/1 V1 C • C 0 ~ L :::J .D • (,) V1 GJ GJ =i GJ l) -u z - CHANGES ZOJUL, e:B 10 t,.~ IL. &"i ti Wd YJ 'lS> Mµ.,, :i@'./' ¥2 V1Af ffl DATEIJ-I PAOGAESS PAINT DATE DESIGN Dez:.. DAFUIN ~ CHECHEO WSB SCALE - PAOJECT 87 -116 SHEET l-6 SHEETS (J <J + C ( ( ( + ·c ( --,._ ... ·- I • I ~ I ~ .., l V 4' I 15 V !ii ~ § ~ 5 @ ·-~ Ill ~ i I II I, ~ ~ I V z ~ g 3 ~ iii t= ; ~ ~ 'I' ~ i!: "' I 8 a: .., ;; El ~ C, ~ C, w I l ii' 3 a; ;; Q ; ~ :,; "' a: C, z "' ~ V, ll' ~ a: 0 .., ;; f2 a w i ~ :j "' oi V, ~ ~ , a f V, z Q ~ ~ .,.; ~ :,; .., ;; ~ g "' "' J ~ i :,; ::, * LANDSCAPE IRRIGATION SPECIFICATIONS TIii r;r1;1 nnl M:11 r,r,rrJnt. r·nN □!TIONS NOTLll flEnEIN Alff AN Jr II f,lli\f Pr1111 II• THf IANl)';f·All[ PLANS ANO MUST 8[ r:nRrr111 LY 111w;11H 111 n IN r·nrwr,·T1mJ Hrnr1JJTH, PIIIF'ff'jf nr TH[ SPf r:JrJr:ATJlms: IT JS TH[ INTENT IJF THr·sr· r,pr r 1rtrATJ[Jf1C, THAT: A, THl WllliK or AS'if~,RLING Mif1 INSTALLING Hi( C,PRJNl(-rnr· r,YSTfMr, IJILL Al ACHHVEO IN AN EFFICIUJT ANO '.ildI";H1CTORY MANIII R ACCOROJNG TO THf HIGHEST WllllK- MANLIK[ STANIJARDS [STAALJSH[0°FOR SPRINKLER INSTALLATION ANll OPERATJON, A. THAT THE FINISHED SYSTrMS SHALL Ar COMPLrT[ IN f VfRY ll[SP[CT ANO SIIALL §E LEFT RlAOY roR THE Of'IRATION TO THE SATISFACTION or THE OWNER. AcrriROINCLY, TH[ RfQIIJRfMfNTS or THESE SPf'![ICATJONS ARE A PART or THE SPRJNKL[R SYSTEM CONTRACT. SCOPE nr WORK: A, THE WORK INCLUDED IN THESE SPECIFICATIONS SHALL CONSIST or TH[ ruRNISH!NC or ALL LAAnR, TOOLS, MATERIALS, PERMITS, APPLIANCES, TAX[S AND ALL □THE~ r:OSTS, FORSEEABLE AND IINFORSt,;,BL[ AT TH[ TIM[ or r:ONTRACT!NG, NE[ESSARY AND Ar'ROPRJAT[ FOR TH[ INSTALLATION or A SPRINKLER ~YST[M AS HER[JN SPI [IF![□ ANO SHOWN ON THE Ar:COMPANYJN~ DRAWJNr.s,onrr11 ____ _ B, NO DEVIATION f"R01'1 THrsr SP[Clf"!CATJONS, [J'l rHIJI', TH[ ACR[EM[NT, OR FROM THf C[NFRAL [ONDITJm•s I', AIITHOR!lrO AND NO SIJCH O[VIATJON SHALL RE MADE, 1/NL['iS TIii IJRITTUI AlJTHOR!ZATION TH[RfFORr. '.iICI,'! n RY TH[ Ol.lr•":R fill Hl'i OlJLY APPOINTED RfPR[Sf MTATJvr·' HAS Rr[N ORTAIN[ll IN ADVANCL , CfNFRAL CONDITIONS: A. B, r:. 0 •. E, r. G, H. I • J. EXECUTION CORRELATION AND INTENT or OOCUMfNT ': THt cmnRAttnR ~Hr,[[ A/\fhr RY, AND rof1rLY 1,/ITII, Hff TfilJ[ INTENT ArJD l':CANINC OF TH[ llRA'.,/JNCS ANO ·;pu:JFI- r:ATJONS TAKFN AS A WHOLf AND SHALL NIIT AVAIL HIMSrLF TO THf O[TRJMENT or THE WORK or A~Y ~ANlflST [ijRQR OR OMISSION SHOULD ANY EXIST, FICl/1[S, DIMENSIONS ON THE DRAWINGS SHnLL TAK[ PREr.EO[Nr.E OVER MEASUREMENTS BY °>[AU, ANO l)f'TAILEIJ OflAWINGS Fl/RN I SHED SHI\LL T11Kf i•fH r:fl)f NC[ IIVER GENLRAL Dl1AW!NCS sn FURNISHED. SURV[YS 1 PERMITS AND RICLILAT!ONS: THE OWNER SHnLL fUIIN!SH All SURVEYS UNLESS OTHERWISE SP[CIFl[O. P[RMITS ANO LICENSES NECESSARY roR THE [XECLIT!ON or THI WOllK INCllJDlNC, BIIT NOT LHIITEO TO, AUJLDINC P[RMITS FROM THE CITY OR r.ournY BUILDHIG O[P.~RH10!T AIJTHORIZED TO PERf'JT THE IJORK, SHALL OE SECIIR[O AriO PAID FUR BY THE CONTRACTOR, DRAWINGS ANO VfRirlCATJON or DIMENSIONS: 1, ALL IRRIGATION SHALL BE IN ACCORDANCE WITH PLANS AND SPEC!flCATIONS, 2. THE CONTRACTOR SH•1LL ,:HECK ANJ VERIFY ALL DJr·,EN- SIONS INDICATED ON THE PLOT PLAN, THE CONTRACTOR SHALL ACKIJOWLEDCE THAT HE HAS VERIFllD ALL Dil'l(N- SIDNS AP1D SHALL lfD!CATE ALL DISCREOAN~!ES I~ PLOT PLAN, Jr ANY, AMY INDJCATf.D OISCREPM'C!ES WILL BE CHECKED !MnEDIATELY BY THE OW~ER BY IN- FIELD f-lEASUREr1ENTS Al:D JF ANY DISCREPAr,CY BE fOIIND, THE OWNER Will AUTHORIZE, IN WRITING, ALL NECESSARY ADDITIONS OR DELETIONS, IF ANY, 3, rr THE CONTRACTOR SHOULD FAIL TD NOTIFY THE OW~ER, Hf SHALL, IN ALL EVENTS, SUPPLY ALL ITEMS INOICATFO BY THE PLOT PLAN WITHOUT RIGHT TO COMPENSATION FOR ANY NECESSARY ADDITIONS, SPACING OF SPRIN~LER HEADS AND LOCATIONS OF VALVES AND VACUUM BREAKERS SHALL BE AS INDICATED ON THE ORAWINCS WITH CONSIDERATION BEING GIVEN TO PREVAILING WIND CON- DITIONS, CHANGES: THE OWNER AND CONTRACTOR HEREBY AGREE THAT THE OWNER OR HIS REPRESENTATIVE SHALL HAVE THE RIGHT TO MAKE MINOR CHANGES TD THE IRRIGATIO~ SYSTEMS A~D !TS' LOCATIONS WITHOUT ADDITIONAL COST TO THE OWNER, ' EXISTING CONDJTIONS: PRIOR TO SUBMISSION or HIS BID, CONTRACTOR SHALL EXAMINE THE SITE ANO SATISFY HIMSELF AS TO THE CONDITIONS THEREOF, SITE CONFERENCE: PRIOR TO COMMENCING WORK ON THE PRO- JECT, THE CONTRACTOR SHALL ARRANGE AN ON SITE CONFERENCE WITH THE OWNER, ANO AT THIS TIME THE CONTRACTOR SHALL LAYOUT THE SYSTEM FOR APPROVAL, CODES: ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO [nCAL BUILDING ANO PLUMBING CODES HAVING JURISDICTION, OlJANTJTIES LISTED ON IRRIGATION LEGEND ARE NOT GUARANTEED AND ARE FOR CONTRACTOR'S CONVENIENCE ONLY, PROTECTION or WORK AND PROPERTY: THE CONTRACTOR SHALL BE LIABLE FDR ANO SHALL TAKE THE FOLLOWING ACTIONS, AS THEY MAY BE REQUIRE □, WITH REGARD TO DAMAGE TO ANY OF THE OWN[R 1 S PROPERTY: 1. ANY EXISTING BUILDINGS, EQUIPMENT, PIPING, PIPE COVErt!NG, ELECTRICAL SYSTEMS, SEWERS, SIDEWALKS, GR □U~D, ROADS LANDSCAPING OR STRUCTURE or ANY KIND DAMAGED {INCLUDING WITHOUT LIMITATION, DAMAGE FROM LEAKS IN THE PJP!~G SYSTE~S BEING INSTALLED DR HAVING BEEN INSTALLED BY CONTRACTOR} BY TH[ CONTRACTOR, OR HIS AGENTS, EMPLOYEES, OR SUBCON- TRACTORS DURING THE COURSE or HIS WORK, WHETHER THROUGH NEGLIGENCE OR OTHERWISE, SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE IN A MANNER SATISFACTORY TO THE OWNER, WHICH REPAIR OR REPLACEMENT SHALL BE A CONDITION PRECEDENT TO OWNER'S OBLIGATION TO MAKE FINAL PAYMENT UNDER THE CONTRACT, JV, 2, CONTRACTOR SHALL ALSO A[ RESPONSIBLE FOR DAMAGES TO ANY WORK COVERED BY THrSE SPfC!FICATIONS BEFORE rJNAL ACCEPTANCE or THE WORK. HE SHALL SLCURELY COVER ALL OP[NINCS INTO THE SYSTEMS AND COVER ALL APPARATUS, EQUIPMENT ANO APPLIANCES, BOTH BFFOR[ AND AFTER BEINc SE-T IN PLACE TO PREVENT OBSTRUCTIONS IN THI PJPES AND THE BREAKAGE, MISUSE OR OISFIGIIRFM[NT OF THE APPARATUS, E~UJPMENT OR APPLIANCE, 3, CONTRACTOR SHALL ADEQUATELY PROTECT ADJACENT PROPERTY AS PROVIDED BY LAW ANO CONTRACT DOCUMENT, K, ACCESS TO AND INSPECTION. TESTING ANO APPROVAL OF WORK: L, 1. CLOSING IN UNINSPErTEp WORK: CONTRACTOR SHALL NOT CAUSE OR ALLOW ANY OF. HlS WORK TO AE COVERED OR ENr.LOSED UNTIL IT HAS Bf[N JNSP[CTE0 1 TEST[□ ANO APPROVED BY THr OWNfR, SHOULD ANY OF HIS IJORK 8[ U'CLOS[ll OR COVERED BEFORE SIJCH INSPECTION ANO TEST, HE SHALL UNCOVER THE WORK AT HIS OWN EXPENSE IN OR □IR TO ArF □Rn THE NFCESSARY INSPECTION BY THE OWNER, . 2, REINSP[CT![lN Oil TESTING or WORK UNAPPROVEn OH wnrlk FAILING !MlT!l,L TESTING OR INSPECTION: WORK Wll!CH FAILS INITIAL INSPECTION OR Tf:STINC SHALL BE RI.IN- SPECTED OR ~[IEST£D. rnNTRACTOR WILL PAY FOR ANY ADDITIONAL IRIPS FOR R[JNSP[CTION OR RETESTING AT THE RATE OF $SO.DO PER HOUR or THE OWNER'S (DR HIS AUTHORIZED REPRESENTATIVE'S} TIME ON THE JOB, PLUS EXPENSES, AMOUNTS OWED BY CONTRACTOR HEREUNDER MAY BE DEDUCTED BY THE OWNER FROM THE PROGRESS PnYMENTS DUE THE CONTRf,,:l □R NEXT FOLLOWING THE DATE OF FA!LURr· OF INSPECTION OR T[~TINC BRSEO UPON THE OWNER'S REASONABLE ESTIMATE or THE TIME R[QU!R[D FOR RE!NSP[C- TJON OR RETESTING, , suµ(RINT[NOANCE -suµ[RVISION: THE CONTRACTnR SHQLL KEEP ofJ HIS WORK, DliRING JTS iihor.RESS, A COMPETENT SUPERJNT[Nflrr:T AND ANY NECESSARY ASSISTANTS, ALL SATISFACTORY TO THE OWNER, TH[ SIJPERINT[NOENT SHALL NOT BE CHA~GED EXCEPT WITH THE roNSrNT OF THE OWNER, UNLESS TH[ SUPERINTENDENT PROVES TO Bf 1/NSATISFACTORY TO TH( CONTRAr.TOR ANO CEP.SfS TO BE Hi f!IS EMPLOY. THE SUPERJNTEN □[rlT SHALL REPRESENT THE corr- TRArTOR IN HIS ABSENCE AND ALL DIRECTIONS CJVEN HIM SHALL 8[ AS 8l~DJNG AS IF GIVEN TO THE CONTRACTOR, HE SHALL AE FAMILIAR WITH ALL CONTRACT DOCUMENTS, PLANS, SPECIFICATIONS AflO DETAILS AND SHALL HAVE A COMPLETE SET or PLANS ON THE JOB AT ALL TIMES, SPECIAL CONDITIONS: A. IRRIGATION SYSTEM: 1. THE IRRIGATION SYSTEMS SHALL lNCLUDE ALL MATERIALS ANO THEIR INSTALLATION IN ACCORDANCE WITH PLANS ANO SPECIFICATIONS PREPARED BY THE OWNER. 2, ALL PRESSURE Ll~~S, NON-PRESSURE LINES, VALVES AND MISCELLANEOUS S?RINKLER HEADS SHALL BE MANUFACTURED SUPPLIED ANO INSTALLED IN STRICT A~COROANCE WITH THE SPECIFICATIONS DETAILED IN THE HE~EIN MENTIONED IRRIGATION PLANS AND SPECIFICATIONS, ~. SUBST!TllTIQN OF MATERJ,~LS: SIZES OR MANUFACTURERS WILL NOT BE ALLOWED IJNLESS THE OWNER ANO CITY MANAGER AGREE TO ANY PROPOSED CHANGES IN WRITING. B, CLEAN UP: 1 • 2. KEEP THE PREMISES CLEAN ANO FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH INC!DC~TAL TO WORK OF THIS SECTION, UPON COMPLETION or T~E WORK, THE.CONTRACTOR SHALL REMOVE HIS MATERIAL, _EQUIPMENT AND WASTE TO THE SATISFACTION or THE OWNER. C, RESPONSIBILITY: 1. PROTECT WORK OF THIS SECTION ANO WORK or ~THERS AT ALL TIMES IN PERFORMANCE or WORK OF THIS SECTION, 2. PROTECT ALL MATERIALS FROM THEFT, ALL CONTROLLERS FROM WEATHER, UNTIL END OF MAINTENANCE PERIOD. 3, CAREFULLY NOTE ALL ESTABLISHED GRADES aErORE CD""[NCIIC WORK. RESTORE ANY ESTABLISHED GRAOC CHANGED DURING COURSE or THIS WORK TO ORIGINAL CONTOURS. □, MATERIALS: 1. GENERAL: MATERIALS SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING ITEMS: ALL PRESSURE SUPPLY LINES, NON-PRESSURE LINES, VARIOUS TYPES OF VALVES, CONTROLLERS, BACK-FLOW PREVENTION UNITS, HOSE BIBBS, AND ALL TYPES OF SPRINKLER HEADS. ALL MATERIALS ANO EQUIPMENT SHALL BE NEW, or DOMESTIC MANUfACTURE AND CONrORM TO PER- roRMANCE STANDARDS ANO/DR DATA HEREIN, AND AS SHOWN IN LEGEND ON DRAWINGS, INSTALLED IN STRICT ACCORDANCE WITH CONSTRUCTION DETAILS. 2. PIPE LINES (REFER TO DRAWINGS). 3. PLASTIC PIPE AND FITTINGS: a. PIPE: EXTRUDED rROM 100% VIRGIN POLYVINYL CHCORIDE PVC, TYPE I, GRADE II, CL~~~ 1120 MATERIAL. 1. ALL PLASTIC PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE FOLLOWING INFORMATION: MANUFACTURER'S NAME, NOMINAL PIPE SIZE, PVC 1120 AND PRESSURE RATING IN P.S.I. 2, MANUFACTURER SHALL MARK DATE or EXTRUSION ON PIPE. DATING TO BE PERFORMED IN CON- JUNCTION WITH RECORDS HELD BY MANUFACTURER COVERING QUALITY CONTROL TESTS, RAW MATERIAL BATCH NUMBER, AND OTHER INFORMATION DEEMED NECESSARY BY MANUFACTURER. 3, ALL SOLVENT SHALL B& AS RECOMMENDED BY THE MANUFACTURER OF PJPE rJTTING ANO AS APPROVED. USE ND SOLVE'.NT FROM CANS WHICH HAVE ,BEEN OPENED OVERNIGHT, b.' FITTINGS: 1 • 2. 3. 4. PLASTIC FITTING: PVC, TYPE I, IPS SCHEDULE 40, NS, APPROVED ON ALL PRESSURE LINES. PVC, TYPE I, JPS SCHEDULE 40, NS, APPROVED ON ALL NON-PRESSURE LINES, COUPLINGS: SHALL BE MAOE FROM EXTRUDED STOCK, REAMED WITH A TAPER. ALL PLASTIC FITTINGS: A MOLDED rITTING. c, GALVANJ7[0 PIPE: 1, CALVANI/ED PIPE (STEEL) SHQLL BC SCHEDULE 40 GALVANIZED STEtL PIPE ASTM A120-61T THREADED, COUPLED ANO HOT DIP GALVANIZED W/150 POIINDS, GALVANIZED MALLEABLE IRON FITTINGS, BRANDED PATTERN, AND GALVANIZED STE[L COUPLINGS.' PIPE SI7E NOMINAL INSIDE DIAMETER UNLESS OTHERWISE NOTED OR INDICATED, 2. STREET ELBOWS MAY BE INSTALLED ONLY AS A PART OF THE ADJUSTABLE RISER ASSEMBLY UNDER ROTOR POP-IJP SPRINKLER, OR WHERE SHOWN ON PLANS, 4. -ALL SPRINKLER HEADS: ALL SPRINKLEA HEADS SHALL BE OF TYPE AND MOOEt AS INOl[ATFO IN THE LEGEND AND SHALL BE INSTALL[O AS JNDJCAT[O ON OETAILEO DRAWINGS, s. CATE VALVES: GATE VALVES 2" IN Sl7( AND SMALLER SHALL BE BRASS, SCREWED, 150 LAS, W,O,G,, WITH HANDWHEEL FOR OPERATION. EACH CATE VALVE SHALL BE HOUSED IN A AOX AS NOTED ON PLANS, 6. REMOTE CONTROL VALVES AND AUTOMATIC CONTROLLER SHALL BE PER MODEL AND TYPE AS INDICATED ON THE DRAWINGS, VALVES SHALL BE WIRED TO CONTROLLER IN SAME NUMERICAL SEQUENCE AS INDICATED ON PLANS, 7. ALL 01nErT AURIAL CONTROL WIRE SHALL BE 600V, SJNtLE CONDIICTOR SOLID COPPER, U,F., U,L. APPROVE □• 14 GA. MINIMUM PILOT WIRE, PER VALVE MANUFACTURER'S ~[COM- MENDATIONS, 12 CA, MINIMUM FOR COMMON GROUND RETURN WIRE. E. SITE CONDITIONS: 1. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES, CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO UTILITIES WHICH ARE CAUSED BY HIS OPERATIONS OR NEGLECT. 2. COORDINATE INSTALLATION or ALL SPRINKLER MATERIALS, INCLUDING rIPE, 50 THERE SHALL BE ND JNTERrERENCE EXISTING WHICH WOULD HINDER PLANTING, INSTALLATION OF UTILITIES AND OTHER CONSTRUCTION, r, PHYSICAL LAYOUT: 1. PRIOR TO INSTALLATION, CONTRACTOR SHALL STAKE OUT ALL PRESSURE SUPPLf LINES, ROUTING AND LOCATIONS OF SPRINKLER HEADS, 2. ALL LAYOUTS SHALL BE APPROVED BY ARCHITECT PRIOR TD INSTALLATION. 3. ALL SPRINKLER HEADS SHALL BE SET AT A rJNISH HEIGHT TO ACCOMODATE ANO CONSIDER GROWTH or ADJACENT PLANT MATERIALS. HEADS SHALL NOT BE LOCATED BEHIND ANY PLANT MATERIAL 50 THAT FUTURE GROWTH WOULD IMPAIR THE ErFECTIVENESS OF THAT HEAD. THE 04NER'S REP- RESENTATIVE SHALL BE NOTIFIED OF ALL CONFLICTS BErORE INSTALLATION. G. WATER SUPPLY: 1, CONNECT SPRINKLER IRRIGATION SYSTEM TD OUTLETS AS INDICATED ON DRAWINGS. . 2, CONNECTION SHALL BE ~ADE AT APPROXIMATE LOCATIONS SHOYN ON DRAWINGS, CONTRACTOR IS RESPONSIBLE tOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITION, ' H •. ASSEMBLIES: I. J. K, 1. ROUTING OF PRESSURE SUPPLY LINES AND LATERALS, AS INDICATE □ ON DRAWINGS, IS DIAGRAMMATIC, INSTALL LINES AND VARIOUS ASSEMBLIES IN SUCH A MANNER AS TO CONFORM WITH PLANS AND DETAILS. 2. INSTALL ALL ASSEMBLIES SPECIFIED HEREIN IN ACCORDANCE WITH RESPECTIVE DETAIL. IN ABSENCE OF DETAIL DRAWINGS OR SPECIFICATIONS PERTAINING TO SPECIFIC ITEMS RE- QUIRED TO COMPLETE WORK, PERFORM SUCH WORK IN ACCOR- DANCE WITH BEST STANDARD PRACTICE WITH PRIOR APPROVAL or OWNER. LINE CLEARANCE: ALL LINES SHALL HAVE A MINIMUM or SIX (6) INCHlS CLEARANCE FROM EACH OTHER, ANO FROM LINES OF OTHER t~ADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. TRENCHING: DIG TRENCHES STRAIGHT ANO SUPPORT PIPE: CON- TINUOUS(V ON BOTTOM or DITCH. LAY PIPE TO AN EVEN GRADE. TRENCHING EXCAVATION SHALL FOLLOW LAYOUT INDICATED ON DRAWINGS ANO DETAILS. OtPTH or PIPE PER PLANS. BACKFILLING: COMPACT BACKFILL roR TRENCHING TO DRY DENSITY (QUAL TO ADJACENT UNDISTURBED SOIL ANO CON,ORM TO ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS OR OTHER IRREGULARITIES. PLACE INITIAL BACKFILL ON ALL PRESSURE NON-PRESSURE LINES or A FINE GRANULAR MATERIAL, NO"FOR[IGN MATTER LARGER THAN 1/2" IN SIZE WILL BE PERMITTED. . AND . L • M. N, o. P. TESTING: 1. NO TESTING SHALL TAKE PLACE, NOR SHALL ANY WATER BE ALLOWED· INTO ANY SYSTEM, BEFORE THE SOLVENT MANUFACTURER'S RECOMMENDED CURING TIME HAS ELAPSED. 2, TEST ALL PRESSURE LINES UNDER HYDROSTATIC PRESSURE OF 125 LBS, PER SQ. IN. ANO TEST ALL NON-Pq[SSURE LINES UNDER EXISTING STATIC PRESSURE TO PROVE BOTH WATER TIGHT, 3. SUSTAIN PRESSURES IN LINES FOR NOT LESS THAN FOUR HOURS. Jr LEAKS DEVELOP, REPLACE JOINTS AND REPEAT TEST UNTIL ENTIRE SYSTEM JS PROVEN WATER TIGHT, 4. TESTS SHALL BE OBSERVED ANO APPROVED BY ARCHITECT PRIOR TO BACKFILL, s. UPON COMPLETION or EACH PHASE OF WORK, ENTIRE SYSTEM SHALL BE TESTED AND ADJUSTED TO MEET SITE REQUIREMENTS. 6. THE ABOVE TESTING SHALL BE COMPLETED AND APPROVED PRIOR TO PLANTING OF All PLANTS EXCEPT SPECIMEN TREES. 7. HEADS IN PLANTING AREAS SHALL BE ADJUSTED FOR COV- ERAGE AND HEIGHT AS DIRECTED BY THE LANDSCAPE ARCHJT[CT • INSPECTION OF WORK: INSTALLATION ANO OPERATIONS MUST BE APP~DVCO BY ,1RCHJTECT AS SPECIFIED UNDER GENERAL CONDITIONS. FINAL INSPECTION WILL BE MA~[ AT THE CONCLUSION or THE LANDSCAPE MAINTENANCE PERIOD, COVERAGE TEST: WHEN THE SPRINKLER SYSTEM JS COMPLETED, THE CONTRACTOR SHALL PERFORM AS COVERAGE TEST ·1N THE PRESENCr. or THE OWNER TO DETERMINE IF THE COVERAGE JS COMPLETE ANn ADEQUATE, THE CONTRACTOR SHALL BE RESPONSIBLE TO CORRECT INADEUUAC!ES OF COVER~GE ONLY WHERE DRAWING ANO DIRECTION BY OWN~R HAVE NOT BEEN . FOLL OWED. ADJUSTING OF SYSTEM: 1. ADJUST VALVES, AND ALIGNMENT ANO COVERAGE OF ALL SPRINKLER HEADS. 2. IF 11 IS DETERMINED THAT ADJUSTMENTS IN THE IRRI- GRTION EQUIPMENT WILL PROVIDE PROPER ANO MORE ADEQUATE COVERAGE, CONTRACTOR SHALL MnKE ALL NEC- ESSARY ADJUSTMENTS PRIOR TO FINALIZING PROJECT. 3. ALL ADJUSTMENTS SHALL BE MADE TO THE SATISFACTION OF THE OWNER. GUARANTEE: 1. THE WORK INCLUDED ON THESE PLANS SHALL,BE GUARANTEED . AGAINST ALL DEFECTS AND MALFUNCTION or WORKMANSHIP ANO MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE' OWNER. SHOULD ANY TROUALE DEVELOP WITHIN THE TIME S~EC!FIED ABOVE, ALL NECES- SARY REPAIRS ANO/OR REPLACEMENTS SHALL BE MADE BY THE CONTRACTOR, IN AN EXPEDIENT MANNER, AT NO AODIT!ONAL COST TO THE OWNER. THE OWNER RETAINS THE RIGHT TO MAKE EMERGENCY REPAIRS WITHOUT RELIEVING THE CONTRAC- TOR'S GUARANTEE OBLIGATIONS. 2. IN THE EVENT THE CONTRACTOR DOES NOT RESPOND TO THE OWNER'S·REQU[ST FOR REPAIR WORK UNDER THIS GUARANTEE WITHIN A PERIOD OF 48 HOURS, THE OWNER ~AY MAKE SUCH REPAIRS AS HE MAY -DEEM NECESSARY AT THE FULL EXPENSE OF THE CONTRACTOR. 3. ANY SETTLING OF BACKFILLED TRENCHES WHICH MAY OCCUR DURING THE GUARANTEE PERIOD SH~LL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER, INCLUD- ING A COMPLETE RESTORATION or ALL DAMAGED PLANTING, PAVING OR OTHER IMPROVEMENTS OF ANY KIND. 4. THE CONTRACTOR SHALL INSTRUCT THE OWNER'S REPRESENT- ATIVE ANO FUTURE MAINTENANCE PERSONNEL IN THE OPE~ATJQN OF ALL SYSTEMS. S. THE CONTRACTOR SHALL FURNISH THE OWNER WITH THE FOL- . LOWING MATERIALS UPON COMPLETION OF THE WORK: a. Z, b. I c. z,. d • I e. I r. I MANU~L VALIIE KEYS PER EACH CONTROLLER. OPERATION MANUALS FOR AUTOMATIC CONTROLLERS AND VALVES, CONTROLLER KEYS PER EACH CONTROLLER, "AS-BUILT" DRAWINGS SHALL INCLUDE LOCATIONS OF "LL MAINS, VsLVES, SOURCE OF ELEC~RICAL POWER FOR CONTROLLER CLOCK, CONTROL WIRE SLEEVES, ~ND BELOW GRADE HEADS HAVING A RADIUS OF 30'-D''+. LOCATE BY DIMENSIONING FROM TWO (2} FIXED POINTS, ON REPRODUCIBLE MATERIAL, PROVIDE PLASTIC SEALED OIRGRAMMATJC PLAN OF SYSTEM IDENTIFYING STATION NUMBERS ANO AREA THEY WATER. MOUNT INSIDE EACH CONTROLLER, PROVIDE OWNER WITH All EQUIPMENT GUARANTEES AND MANUALS, • . p,~r(f qoz. 7L- l/l r::) ~ 0 V 0 U1 U1 0 • • -0 z - CHANGES ~ =i~b:~ I °I APF IL i.:1 Ut1~"'1 '2 r-a M.1.Y B'-'/ 11'.2 MMt:Zl DATE~ PAOGAESS PAINT DATE DESIGN ~ DAAJJN ~~ CHECHED WSB SCAl.E - PROJECT 87 -116 SHEET l-7 Of '1 SHEETS t C ( + C ( '+ ·-( ( ' t ( ( + C C .. .. 1~...,....-,,-?'!',,,,.,.r--r fl:J.' .. '..;::1//~ ' 1' :•1:,. / ... !•· ,~.?-... .. ~· r )I ,• • ~• / ., y /' > , .. ---'""- . ,A·· ... , ... \ ~. ..· . \· -s;~\'· I( (\.~:,¼(\ 0fi';. \ . ,· ,/ -~ •... ' . " --\ ,. \ . ~-\.-~"'~--- :-'. • 0 T J • I I ,--v- ./-~~~~~..Jlil~l:f:-~~CD!~J~-~Lf~~::J11:Je.1Ll2!..._--?-<. ~. ,(,,, , ' ,·-···-,, [111,?~f .. • ,1 ' . 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SPECIFICATIONS AND DESIGNS SHALL 8€ RESTRICTED TO THE ORIGINAL SITE AND PHASE FOR WHICH THEY WERE PREPffiED AND TlnE THERETO REMAINS IN THE LBtJDSCAP<' AACHITECT USE WITHOLIT WRITTEN CONSENT Of TH< LFNDSCflPC ARCHITECT IS PROHIBITED VISUAL CONTACT CONSTITUTES ACCEPTANCE OF THESE RESTRICTIONS. --------..... (/)(/) Ct> Ct> z mmmmo mmmm--f (f) oo Cl> en fl:1 IIII mmmm mmmm -; -I -I -I rrrr I I I I ..J \J1 "' ~ "Tl 'Tl "Tl 'Tl 0000 J) J) J) JJ jj :i5 55 jj :0:0:0:0 G) G) G) G) ::j ::j :::; ::j 6666 zzzz worz ""IJmmo m --i G> --i o ►mmcn r z ro . 9)9· (I) )> m CD )> -0 ~ I:xi 0---1o""Cr >m x-o:ta r:>-= mJJZ ;~~(/)QfJ) . m-►-~ ro2rro.::~ 0 r:.,>-O-c:oo--im :,,,; :xi m ;:,; !" -, :0 r "Tl C m'5or:.,-0,.oor> z --i > ::;; r !2 ---i ~ Ct>Om -,,:,. ozo-,,:;;.:: m _JJ_;:: ;:Emzmz:,. :.,0-,,<G)--i r C: rm· -;:,;-,.z o ~~z--i< m.:::! m~ > zZ~<Z --iGl. mo ~ ~ q-. ! -.,. --~ . l - I ,, .. ,~ .. J ~ l ~ ~ !\:': ~ g "" ~ -:\) '-' ~ ~ ~ :it * :~, , , 1--r Jii I I :1 ii I I I 1 / ..+t--b::- .tt \ I T"t\ " \\\ \>w ~ \ I -<. ' ~ I \:' 1, ~ / t C ~ rd; ' \) ' '\} ; \\.. . I]] 00 \ "' _, t c:: Y::'.:::::-4.;~~~~~;!t++-W=tI /~ ~~ ~ t~ 1ll ? ~-~~-~ "~ + ~ 2' ~ _l -, K) " / ,_, N--t-++-+-.J__ ► , • J ( i. l ~ . "~ " \ '\' 1_ l5 ~ ~ t ~ ~ tt+++-+-.L ~ y ~ .. -+-....:, ~ \ ~:Y' .-H-++LL ~-~ ~ '-S', 1 -I \" ~ i t· --,., "' _, ,, "' 0 t; \ L t-+_J) 11+-j--j-ic.cL ':Ii . I ...!> ~\ ~ f-+-~, ~~.,;--t-t+W_l_ ~ ,If\:> N \) 'v ~ B~~;J-H-++r=t L ~ L L z. \j ~ L \ ..i =::-,~ i;r--i-t++-LL ~ ~ \' I! 'i. t 7'; i ~ ~ ~ ~H-++-1-Li , _I) \> 't'' n \j "' ' • . t ~ ~ -~ --\ · v e-=-..A ::1-~-n~t-t+W_JJ -"I L L 0 -z~ I ~~~~~~ca t ~~ :\I i .........=--t;rt-+-f-l---LI C -~ I]: I; ~x J-:-H--l-+LI ~ _.._ ~ _J .r:,. _,,.. 0~ . · .. '. ·.· . .' . 1--+-~ 1-t+M-iJ_ i ~-·~ .·•.· LI;;.· ' /-:-""" ~-V" ~++-W_L : -'3:· \' -\ Pl / ') ~ I _\ i. LJ if f-+--l ......_...J .r---t-H--+----1---L ~ S ~ \ ■ , r+-~ n~r·~~-J-++-w=r=r L -/ ,,__vs o-t++-+-L-L I "1 'sc-~ i§ ~ ~ 011 comm~ mmm mmm Ct> mm III--mmm mmm --i --i --i 'Irr ' ' ---"""7 C'l 0- cl cl cl JJ J) :xi .. • Cl) .,, .,, .,, !j; !j; !j; ' ' zzz . , ' , ' ~2~ , ' , ' ✓- G>Gl~ .. --..:.. J"1. -1 I -"6 .I , ' ' . ' ---~ ✓✓, •--- Ct>O Z ~ -~ ·z, :x: t 7JmQ ~ ;! --i w~fB :"". 0 ·"8 JJ ~ -I ' ::I: 1-..J 0 ~~~~o~ ; ,c:,..\ 1-) I' I I I I I I I II PROJECT II CLIENT .., $"-in! (:\ , 1 z ,-Q e:i.z ~ ~ l. . 1-M -", 1-RAINTREE SQUARE INC. HERRICK DEVELOPMENT ~ I :B \' '.:) "" --;• ---5' ffi ~ _, HERRICK DEVELOPMENT COMPANY 2775 VIA DE LA VALLE Vt (0 (X) .i::,. c... ~ ~ DEL MAR, CA. 92 l 04 '-J - _'._, ~ ~ -0 0 ~ ~ ,-U) 0 CJJ 0-q OJ<)> ~ ,.....,,_,-.., 11'"'+\. ,,--...-..-J .--.1 ......... V""\+il""\r-, Q, i~..-ir--1.,-.,.+i,,...."'"' ..---.1,,,...........,__ i~ ~ ~ 1 I -·~ . \,J - db dcwccsc • burton • assoc1otcs R 1. A UCffJSE CATE LA~JDSCAPE ARCHITECTURE & Plf!IJl~NG , oU2 C_HMi \JC IXL MHH DEL 1\/\f'R. CAUFCPNiP 92'.JIL (j ! 9/ 1( S.:S-7 j 71 _.✓'--/7 "' i i ~ i * 0 ! z i g 3 ~ i i I SHRUB OR TREE-------- c&J~ ~4-» a:i ,1)) () KEEP CROWN ABOVE-----~:__:~~~Jt FINISH GRADE FINISH GRADE----------i FERTILIZER TABS PER SPECS!---~ AMENDED BACKFIL~ M1xr PLACE .ROOTBALL .ON NATIVE SUBGRADE-------------ltttt'e:=:-=-:.:c=: 3x! CONTAINER DIA, ---------l--➔ l' (12'~ MIN. FOR LINERS) 1 '1 ~:;:::===============~ I[ D ][ C shrub planting 0 LAWN AREAS SHALL BE SEEDED WITH THE FOLLOWING MIX: AT THE RATE OF_ POUNDS PER 1000 SQ.FT. INSTALL, MULCH ROLL, MAINTAIN, AND FERTILIZE PER SUPPLIER'S SPECIFICATIONS. RESEED WEEKLY FOR 100% COVERAGE. USE APPROVED MULCH, C.P.M., OR NITROGENIZED SAWDUST. STEER MANURE IS tlQI AN APPROVED MULCH. ROLL WITH 90 LBJSQ.FT. ROLLER ONE DAY PRIOR TO MOWING. MOW TO 2" WHEN GRASS IS3" HIGH WITH A REEL-TYPE MOWER, AND REMOVE ALL CLIPPINGS OFF SITE. CONTRACTOR SHALL PROVIDE AND INSTALL-~-4" POTS AND __ PONY PACKS OF ANNUAL COLOR AT 8" O.C. WHERE INDICATED ON PLANS. PLANT SPECIES TO BE SELECTED AND SPOTTED BY LANDSCAPE t.RCHITECT AT THE TIME OF INSTALLATION. CONTRACTOR SHALL PROVIDE AND INSTALL THE FOLLOWING PLANT MATERIALS IN ADDITION TO THOSE SHOWN ON PLANS. ALL PLANTS SHALL BE SPOTTED BY LANDSCAPE ARCHITECT AT TIME OF INSTALLATION: CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL PLANTED AREAS,_ CLUDING HYDROSEEDED AREAS, IN A Wi=ED AND DEBRIS FREE CONDITION THROUGHOUT THE MAINTENANCE PERIOD. ALL BERMUDA AND KIKUYUGRASS SHALL BE DUG OUT BY THE ROOTS, AND REMOVED FROM THE SITE. SLOPES 2:1 AND STEEPER ARE_ CLUDED. CONTRACTOR MAY HIRE LANDSCAPE ARCHITECT TO APPROVE SPECIMEN PLANT MATERIAL AT THE NURSERIES PRIOR TO SHIPPING. CONTRACTOR SHALi. SUBMIT COLOR PRINT PHOTOGRAPHS TO.. LANDSCAPE ARCHITECT FOR 0 APPROVAL OF ALL PUNTS 15 GALLON AND LARGER PRIOR TO DELIVERY OF PLANTS TO THE SITE. THE CONTRACTOR SIIALL USE THE FOLLOWING PERCOLATION TESTING SPECIFICATION IMMEDIATELY FOLLOWING THE ROUGH GRADING OPERATION TO DETERMINE WHETHER OR NOT A SUBDRAIN SYSTEM AND/OR AERATION PIPES ARE REQUIRED: A. EXCAVATION 32. 33. 34. 35. 36. 37. 38. 39. 40. 41. 42. 43. 44. 45. PLANTING PITS FOR TREES 24" BOX SIZE AND LARGER SHALL BE EXCAVATED NO LESS THAN TWICE THE DIAMETER AND THE SAME DEPTH AS THE ROOTBALL. INSTALL TREES AND SHRUBS PRIOR TO PLANTING OF GROUNDCOVER AND/OR HYDROSEEDING EXCEPT AS MAY BE OTHERWISE SPECIFIED FOR HYDROSEEDED SLOPE AREt,S. TREE GUYING SHALL BE DONE AT CONTRACTOR'S DISCRETION (PER DETAIL). CONTRACTOR SHALL BE RESPONSIBLE FOR THE TREES' STABILITY FOR THE LENGTH OF THE GUARANTEE PERIOD. TREE STAKES SHALL BE TEN-FEET (10') LONG, STRAIGHT GRAINED LODGEPOLE PINE, TREATED WITH COPPER NAPTHENATE. STAKES SHALL BE FREE OF KNOTS, CHECKS, SPLITS AND DISFIGUREMENTS. NUMBER OF STAKES PER TREE STAKING DETAIL. TREE TIES SHALL BE COMMERCIALLY MANUFACTURED TIES FROM BLACK TIRE C:ASINGS, CUT TO A MINIMUM TEN-INCH (10") LENGTH AND HELD IN PLACE BY 12 GAGE GALVANIZED WIRE, OR SPLIT PLASTIC HOSE WITH A MINIMUM LENGTH OF FIFTEEN-INCHES (15"). THE SPLIT PLASTIC HOSE SHALL BE "CINCHE- TIE" OR AN APPROVED EQUAL, TREES 24" BOX SIZE AND LARGER SHALL BE PLANTED BEFORE MAINLINES AND LATERAL LINES ARE INSTALLED. TREES IN LAWN AREAS SHALL RECEIVE TRUNK PROTECTORS AS MANUFACTURED BY V.I.T. COMPANY, INC., 15561 PRODUCT LANE, D-4, HUNTINGTON BEACH, CA 92649 (714) 891-6338. STREET TREES SHALL BE PLANTED AT LEAST 5 FEET FRC>M ANY DRIVEWAY, DRAINAGE FLOW LINE, UNDERGROUND UTILITIES SUCH AS SEWERS, WATERLINES, GAS LINES, ETC. STREET TREES SHALL BE PLANTED AT LEAST 25 FEET FROM ANY STREET INTERSECTIONS, PEDESTRIAN CROSSWALKS OR STREET LIGHT STANDARDS. ALL STREET TREES SHALL BE PLANTED AT LEAST 5 FEET BEHIND CITY RIGHT-OF-WAY. PLANTINGS SHALL NOT BE LOCATED SUCH THAT THEY WOULD CAUSE A LINE OF SITE PROBLEM FOR VEHICULAR TRAFFIC. SHRUBS ARE TO FULL AND BUSHY TO THE GROUND TREES AND SHRUBS TO BE "LINER" SIZE MINIMUM. ONE GALLON SIZE PLANTS MAY BE SUBSTITUTED FOR LINER SIZE PLANTS IF LINERS ARE UNAVAILABLE. BID SHALL BE BASED ON KNOWN PLANT AVAILABILITY. SPECIFY QUANTITIES AND SIZES IN BID. VINES SHALL HAVE STAKES REMOVED AND SHALL BE ESPALIERED AND SECURED TO ADJACENT SURFACE. SECURE VINES TO ADJACENT SURFACES WITH CLEAR PLASTIC TIES MANUFACTURED BY FEATHERTOWN "GARDEN WALL TIE" OR GREEN PLASTIC STRETCH TAPE AND NAILS, TO BE DETERMINED ][B 20. 21. 22. 23. UPON COMPLETION OF THE ROUGH GRADING OF THE SITE, THE LANDSCAPE ARCHITECT SHALL IDENTIFY A TYPICAL LOCATION FOR ONE OF THE LARGEST SPECIMEN BOX TREES AND THE CONTRACTOR SHALL EXCAVATE THE PIT FOR THE TREE PER THE PROJECT SPECIFICATIONS AND I DETAILS. BY LANDSCAPE ARCHITECT. . . 24. 25. 26. 27. B. TESTING . I WITH THE OWNER AND THE LANDSCAPE ARCHITECT PRESENT, THE CONTRACTOR SHALL FILL THE ' PITWITH WATER TOA DEPTH OF 12", IF POSSIBLE. THE LENGTH OF TIME REQUIRED FOR THE WATER TO PERCOLATE INTO TIHE SOIL, LEAVING THE PIT EMPTY, WILL BE MEASURED BY THE CONTRACTOR AND VERIFIED '-lY THE PROJECT SUPERINTENDENT. WITHIN SIX HOURS OF THE TIME THE WATER HAS DRAINED FROM THE PIT THE CONTRACTOR, WITH THE OWNER AND THE LANDSCAPE ARCHITECT PRESENT, SHALL AGAIN FILL THE PIT WITH WATER TO A DEPTH OF 12". IF TIHE WATER DOES NOT COMPLETELY PERCOLATE INTO THE SOIL WITHIN 9 HOURS A DETERMINATION WILL BE MADE BY THE OWNER AND THE LANDSCAPE ARCHITECT AS TO WHETHER OR NOT A DRAINAGE SYSTEM TO EACH TREE WILL BE REQUIRED. [H planting notes 46. 47. 48. 49. • 50. 51. REMOVE RACKS FROM ESPALIERS AND TIE PLANT TO ADJACENT VERTICAL SURFACE AS DIRECTED . PLANT TABLETS SHALL BE PLACED IN PLANTING PITS WITHIN THE TOP 3" OF F1"JISH GRADE. PROVIDE AGRIFORM 20-10-5, 5 GRAM FERTILIZER TABLETS WITH EACH GROUNDCOVER PLANT (1 PER PLANT). PLANTS ONE GALLON, LINER SIZE AND LARGER SHALL BE PLANTED WITH 20·10-5 FERTILIZER TABLETS, 21 GRAM, AT THE FOLLOWING RATES: 1/1 GALLON, 1/LINER, 215 GALLON, 3115 GALLON, 4/FOOT OF BOX WIDTH. (I.E. 8124" BOX, ETC.) GRAVEL AREAS SHALL RECEIVE A 2" LAYER OF PEA SIZE GRAVEL. COLOR SHALL BE ____ _ SHRUB AREAS SHALL flECEIVE A ONE INCH DEPTH OF GRO-MULCH AS A TOP DRESS. CROWN OF PLANTS SHALL BE SLIGHTLY HIGHER THAN MULCH TOP DRESSING AFTER SETTLING. • 52. SHRUB PLANTING AREAS SHALL BE PLANTED WITH GROUND COVER AT_ ON CENTER. ]( G planting notes 28. 29. 30. 31. ](F 2'-0'' MIN. 2X4 X 3•-0•• LONmt~ --·:--__ ,-0 RWD; DEADMEN ~EAl1li11 ·" AMENDED BACKFILL Ml1N---I ROOTBALL PLACE ROOTBALL ON NATIVE SUBGRADE~-----✓ tree guying NOTES: MIN. 3 GUY WIRES PER SPECIMEN; RAKE BASINS SMOOTH PRIOR TO SEEDING. GUY· ALL TREES LARGER THAN 15 GAL. THE TOP 18" OF SOIL IN RAISED PLANTERS AND ALL SOIL IN POTS SHALL BE A COMMERCIAL GRADE PLANTER MIX SUCH AS: SUPER SOIL BANDINI #105 GOLD CUP ROD MCLELLAN COMPANY, SAN FRANCISCO BANDINI FERTILIZER COMPANY, LOS ANGELES BUTLER'S MILL INC., SAN DIEGO' • TO THIS PRODUCT MUST BE ADDED 15% BY VOLUME CANADIAN SPAGNUM PEAT MOSS. FIi TEA BLANKFT~ AMERICAN EXCELSIOR COMPANY, ENKADRAIN, NO. 9010 HAVING THE FOLLOWING CHARACTERISTICS: WIDTH: LENGTH THICKNESS TOTAL WEIGHT THICKNESS UNDER LOADING SUGGESTED MAXIMUM DEPTH INSTALLATION: RAISED PLANTER BACKFILL 38.2" (PLUS 3" FILTER FABRIC OVERLAP) 99'/ROLL 0.4" 13.7 OZ.ISO.YD. 1,000 LBS.ISO.FT. 10' 1. AFTER WATERPROOFING PLANTER AND INSTALLING DRAIN LINES, WIRING AND IRRIGATT0IOTNH, CE UETDGANEDS PLACE FILTER BLANKET, WITH FILTER FABRIC TOWARD BACKFILL, FITTING TIGHTLY OF THE PLANTER AND OVERLAP JOINTS BY 3" MINIMUM. 2. PLACE RAISED PLANTER BACKFILL IN ALL RAISED PLANTERS. 3. LIGHTLY WATER AND HAND TAMP RAISED PLANTER BACKFILL FORMING AN EVEN LAYER. O SAN 4. CONTINUE PLACING, WATERING, AND HAND TAMPING UNTIL RAISED PLANTER BACKFILL F RM EVEN LAYER 2" BELOW TOP OF PLANTER. 5. LEACH BACKFILL THOROUGHLY WITH WATER TWO TIMES PRIOR TO INSTALLING PLANTS. CROWN OF ALL PLANTS SI-JALL BE SLIGHTLY HIGHER. AFTER SETTLING, THAN ADJACENT SOIL AND MULCH. . PLANTS 24" BOX SIZE AND LARGER SHALL BE PLANTED BEFORE MAINLINES AND LATERAt. LINES ARE INSTALLED. • INDICATES STANDARD TRUNK TREES. A INDICATES NATURAL MULTI-TRUNK TRc:ES. TREES SHALL BE OF ADEQUATE CALIPER TO STAND "VITHOUT 'SUPPORT. ALL SPECIMEN TREES LARGER THAN 15 GALLON IN SIZE SHALL BE ESTABLISHED IN THEIR BOXES FOR NO LESS THAN FOUR MONTHS, ALL PLANTS 1 TO 5 GALLON IN SIZE SHALL BE ESTABLISHED IN THEIR CONTAINERS FOR A MINIMUM' PERIOD OF THREE MONTHS, AND ALL LINER SIZE, 2 MONTHS BEFORE DELIVERY TO THE SITE UNLESS SPECIFICALLY AUTHORIZED BY THE LANDSCAPE ARCHITECT. TREES SHALL BE SINGLE TRUNK STANDARDS UNLESS OTHERWISE NOTED. PIHUNE PLANTS DURING INSTALLATION OR MAINTENANCE AS DIRECTED BY LANDSCAPE ARCHITECT. CIIRCULAR ROOT SYSTEMS OF CONTAINER STOCK SHALL BE SLASHED IN 4 TO 6 LOCATIONS ON THE SIIDES AND THE ROOT BALL "BUTTERFLIED" PRIOR TO PLANTING. ROOT BOUND PLANTS ARE UNACCEPTABLE. . CONSTRUCT A 2" HIGH X 2' DIAMETER WATER BASIN FOR EACH LINER PLANT AND A 4" HIGH X 2' DIAMETER WATER BASIN FOR EACH ONE GALLON PLANT. REMOVE WATER BASINS FROM ALL TREES LOCATED IN LAWN AREAS PRIOR TO INSTALLING LAWN. )[A 1. ,2. • 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. " 16. • 17. 18. 19. 1J PLACE 2'' 1 LODGEPOLE OUTSIDEl ROOTBALL! OR 9" AW A Y FROM TRUNK. 2. IMAGINARY LINE BETWEEN STAKE AND' TREE SHALL BE PARALLEL TO PREVAILING WINO DIRECTION. 3. NAIL TO STAKE & TIE LOOSELY 1" WIDE PLASTIC TAPE, DOUBLE WRAP TAPE. 4. PLASTIC TAPE SHALL BE "SUPER TREE TIE" AS MFGRD, BY ARTHUR ENTERPRISES. 5. USE 21 GRAM 20-10-5 FERTILIZER TABS; PER SPECSJ WATER· BASIN--------------, FINISH GRADE-------i FERTILIZER TABS ---.------'!Ill AMENDED BACKFILL! MIX!-------~~~ 2" (jj JI! a• LONG LODGEPOLEl --------,~,l!'!iil~ Im PLACfi ROOT BALL O.:..N _________ = '"""~ NATIVE SU BG RADE ,- 3X CONTAINER DIA .. ---~------.,J,....------.r- tree staking . 0 • ·' "' 'i' 0 I "' <0 HEADERS ARE 2" X 4" REDWOOD IN STRAIGHT SECTIONS AND FIVE 5/16" X 4" OR TWO 1' X 4" LAMINATIONS IN CURVED SECTIONS. REDWOOD SHALL BE CONSTRUCTION GRADE (SEE DETAIL). BOUL~ERS SHALL BE SOLID GRANITE, SMOOTH, AND ROUND ON ALL SIDES AND SIZED AS SHOWN ON PLAN BOULDERS SHALL BE BURIED A MINIMUM OF 1/3 OF THE SIZE OF EACH BOULDER. CONTRACTOR SHALL SUBMIT SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL BEFORE DELIVERY TO SITE. LANDSCAPE ARCHITECT SHALL SPOT ALL BOULDERS ON SITE. BOULDERS SHALL NOT BE BROKEN, CHIPPED, OR SCARRED. PLANT QUANTITIES AND SQUARE FOOT AREAS SHOWN ON PLANT LIST ARE FOR THE CITY OF CARLSBAD USE ONLY AND LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN PLANT COUNT AND AREA TAKE-OFFS. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED EXCEPT WHERE SPECIFICALLY NOTED. N.C.N. INDICATES PLANT WITH NO COMMON NAME. AT LEAST ONE PLANT OF EACH SPECIES DELIVERED TO THE SITE WILL HAVE AN IDENTIFICATION TAG FROM THE SUPPLYING NURSERY SHOWING COMMON AND BOTANICAL PLANT NAMES, PLANTS SHALL BE PROTECTED AGAINST THEFT, HEAT, SUN, WIND, FROST AND PHYSICAL DAMAGE DURING TRANSPORTATION TO THE SITE AND WHILE 13EING HELD AT THE SITE. DO NOT STORE PLANTS IN TOTAL DARKNESS MORE THAN ONE DAY. PLANTS SHALL BE ACCLIMATED FOR THE CONDITIONS OF THEIR ULTIMATE USE AND LOCATION. . ' WILTED PLANT MATERIAL SHALL NOT BE PLANTED OR USED ON THE PROJECT. PLANT ROOT BALL SHALL NOT DAMAGED DURING TRANSPORTATION OR PLANTING PROCESS. LANDSCAPE CONTRACTOR SHALL REPAIR AND/OR REPLACE (IN SIZE, KIND, AND QUALITY), ANY PLANT MATERIAL EXISTING ON SITE WHICH IS DAMAGED DUE TO HIS NEGLIGENCE. IMMEDIATELY UPON AWARD OF THE CONTRACT THE CONTRACTOR SHALL LOCATE, ORDER, AND PURCHASE, OR HAVE HELD FOR HIM, ALL SPECIFIED PLANT MATERIAL. CONTRACTOR SHALL BE BACKCHARGED FOR LANDSCAPE ARCHITECT'S TIME IN LOCATING ANY PLANT MATERIAL AT TIIE NURSERY AS REQUESTED BY CONTRACTOR. PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY THE LANDSCAPE ARCHITECT DUE TO CONDITION, FORM, OR DAMAGE BEFORE OR AFTER PLANTING. . LANDSCAPE ARCHITECT SHALL APPROVE LANDSCAPE GRADING AND FINAL PLACEMENT OF ALL TREES, SHRUBS, AND VINES PRIOR TO PLANTING. ALL ROCK AND DEBRIS SHALL BE REMOVED FROM PLANTING AREAS AND THEN FROM THE SITE IN ACCORDANCE WITH T)-IE FOLLOWING CRITERIA: 1 "+ IN LAWN AREAS, 1"+ IN SHRUB AREAS, 1 "+ IN SHRUB AREAS WITH GROUND COVER, 4"+ ON SLOPES '.:>:1 AND STEEPER. SLOPE AREAS 6:1 OR STEEPER SHALL NOT HAVE IRRIGATION SYSTEMS OR PLANTING INSTALLED THEREON UNTIL ALL GULLIES OR RUTS l'J EXCESS OF ,Z. INCHES DEEP HAVE BEEN FILLED IN WITH ADJACENT SOIL AND COMf'.ACTED BY THE CONTRACTOR. SOIL PREPARATION AS SPECIFIED IS FOR BIDDING PURPOSES ONLY. ACTUAL TYPES AND QUANTITIES OF AMENDMENTS WILL BE BASED ON SOIL ANALYSIS (PROVIDED BY OWNER), AFTER GRADING. CONTRACTOR SHALL SUBMIT ALL AMENDMENT QUANTITY RECEIPTS TO OWNER 'AND LANDSCAPE , ARCHITECT FOR /\PPR OVAL AT THE TIME OF /\MENDING. ] .D ,, I• I \\\ '.' \ \ '-' (_\ \I\ \'' I 1 • \. 0 l () • I\) \f\ N Gl j ()) \) • 0 z - CHANGES 20 J Ji.., ee, \q 6.Pl"-11---!,'i"j " I ,, ' ,., .. , 'V '.' -.. :·l' ' .-, !, ' ',. . ' " ,~ ! • ! DATE B',' ----- U,..--(tpf ---- r2r; tjA'( &·) ____ _ ",D IV1A'1 ffj ----- PAOGAESS PAINT DATE DESIGN rw DAAJJN f~ CHECKED ,WSB SCALE -- PROJECT 87 -116 SHEET l-10 pll 8 nting note S ] \,,.E..::;;_.:.;.P_I a_n_ti_n..:::g:.._n_;;o_t_e_s ________ .....;.C_h_r,fr-_4' -•~{/1_-?_ .. -_-l_l_, _ ..._o_F_' _SH_ro_s --- \ I ! I (./) (1) +-0 C ~ (./) -a ill '"C C C: ·-+ C: C -C NOTt I I I• ; 0 .., I u ~ if) i u II, i u I 6) • ~ "' ~ i I ! ' I I I • 0 ' I u z ~ 3 / • g 3 ~ ~ i ! i 'f'. ~ .:: Vl I <r: g <r: "' i!, "' "" " 0 ~ 0 "' I ~ i!! ~ a; i!, 2i ~ 2 ~ a: ! 0 z a: ~ II! ~ !:> i ~ Q 6) !;, <r: t;; :I' :II ;:j a: oi Vl ~ Vl ~ 0 I Vl Q li: g; ~ vi ~ ~ "' i!, 0 . z Q li: " a! ii' 0 z a: :!( :::, "' i!, LANDSCAPE PLANTING SPECIFICATIONS G(N(RAL ANO SPECIAL CONDITIONS NOT(D H(R(IN AR[ AN INT[GRAL PART or THE LANDSCAP( PLANS ANO MUST BE CAR(- rULLY CONSIDtREO IN CONNtCTION TH[RtUITH. PURPOSE or TH( SP(C!rlCATIONS: IT IS TH( INT(NT or THE SP(C!rlCATIONS THAT: A, e. TH~ WOR~ or CONSTRUCTING ANO INSTALLING TH( (A DSCA ING BE ACHIEVED IN AN tFFICltNT ANO SATISFACTORY MANNER ACCORDING TO THE HIGHEST WORKMANLIKE STANDARDS. THE r~N~SHED ~NSTALLATION SHALL B[ COMPLET[ tA to R RESP ET To THt sAT1srAcT10N or THE OWN[R. ACCORDINGLY, THE REijUJR(MENTS OF TH[S[ SPECIFICATIONS ARE A PART or TH( LANOSCAP[ -CONTRACT• SCDP( or WORK: A. B. TH( WORK INCLUOtO IN THESE SPECIFICATIONS SHALL CONSIST or TH[ ruRNISH!NG or ALL LABOR, TOOLS, MATERIALS, PERMITS, APPLIANCES, TAXES ANO ALL OTHER COSTS, fDRESEEABLE ANO UNFORS(EABLE AT THE TIME or CONTRACTING, NECESSARY ANO APPROPRIATE FOR THE INSTALLATION or TH[ LANDSCAPING AS HEREIN SPECIFIED ANO SHOWN ON THE ACCOMPANYING DRAWINGS DATED: ______ _ NO DEVIATION FROM THESE SPECIFICATIONS, OR FROM THE AGREEMENT, OR FROM THE GENERAL CONDITIONS 15 AUTHORIZED ANO NO SUCH DEVIATION SHALL BE MADE, UNLESS THE WRITTEN AUTHORIZATION THEREFORE, SIGNED BY THE OWNER DR HIS DULY AUTHORIZED REP- RESENTATIVE, HAS BEEN OBTAINED IN ADVANCE. GENERAL CONDITIONS: A • B. c. o. [. r. INTERPRETATION or PLANS ANO SPECIFICATIONS: 1. THE LANDSCAPE ARCHITECT WILL INTERPRET THE MEANING or ANY PART OF THE PLANS ANO SPEC- IFICATIONS ABOUT WHICH ANY MISUNOERSTANOING MAY ARISE, ANO HIS DECISION WILL BE FINAL. 2. SHOULD THERE APPEAR TO BE AN ERRCR OR DIS- CREPANCY IN OR BETWEEN THE PLANS, SPECIFI- CATIONS, ANO PLANTING LISTS, THE CONTRACTOR SHALL REFER TH[ MATTER TO THE LANDSCAPE ARCHITECT FOR ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. SHOULD THE CONTRACTOR PRO- CEED WITH THE WORK WITHOUT SO REFERRING THE MATTER, HE DOES SO ON HIS RESPONSIBILITY. QUALITY or WORK: THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED AT LEAST TWO DAYS PRIOR TO WORK COMMENCEMENT, BY THE CONTRACTOR ANO PRIOR TO INSPECTION VISITS BY THE LANOSCAPE.ARCHITECT. ALL WORK SHALL BE DON[ IN A GOOD WORKMANLIKE MANN[R IN ACCORDANCE WITH ALL PLANS ANO SPEC- IFICATIONS AND BEST CONSIDERED PRACTICE, SHALL MEET WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT ANO OWNER, ANO SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS or ~OCAL BUILDING CODES ANO LAWS, f ,H.A. & V.A. SPECIFICATIONS. ANY DEFECTIVE WORK WILL BE REDONE AT THE CONTRACTOR'S EXPENSE AS DIRECTED BY THE LANDSCAPE ARCHITECT. PERMITS: THE CONTRACTOR UILL BE RESPONSIBLE FOR OBTAINING ANY ANO ALL NECESSARY BUILDING PERMITS FROM THE CI'l"Y OR OTHER GOVERNMENTAL AUTHORITIES. LICENSE REQUIREMENTS: THE CONTRACTOR SHALL CARRY NECESSARY CONIRACIOR•S CALIFORNIA STATE LICENSE OR CERTIFICATE FOR TYPE OF WORK LISTED, SUCH AS THE LANDSCAPE CONTRACTOR'S LICENSE NO. C-27. INSURANCE COVERAGE: THE CONTRACTOR SHALL CARRY ALL NECESSARY COMPENSATION ANO LIABILITY INSURANCE TO COVER HIS WORKMEN ANO WORK TO FULLY PROTECT. THE OWNER FROl'I ANY POSSIBLE O~MAGE SUIT OR LIEN ON THE OWNER'S PROPERTY IN THE COURSE OF THE WORK BY THE CONTRACTOR, ANO.WILL SHOW THE OWNER SUCH EVIDENCE or ABOVE INDICATED INSURANCE COVERAGE. PROPERTY. ETC,. DAMAGE RESPONSIBILITY: 1, THE CONTRACTOR IS TO PROTECT AT ALL TIMES ALL EXISTING U~ILITIES, STRUCTURES, TREES, PLANTS, ANO OTHER FEATURES INTEIJO[~ TO REMAIN ON ANO ADJACENT TO THE JOB SITE, ANO TO REPAIR OR REPLACE ANY DAMAGED ITEM IN A NEAT ANO GOOD WORKMANLIKE MANNER DURING AND DUE TO HIS WORK ON THE JOB; ANO HE SHALL ASSUl'IE ALL DAMAGE DR INJURY THAT MAY RESULT TO ALL SUCH PROPERTY ANO/OR TO PERSONS WHERE SUCH DAMAGE OR INJURY IS CAUSED IN CONNECTION WITH HIS WORK, OR IS DUE TO HIS NEGLIGENCE OR TO HIS LEAVING OPEN DR UNPROTECTED PORTIONS or STREETS OR OTHER PROPERTY. 2, SHOULD ANY .PART OF THE WORK UNDER THIS CON- TRACT BE DAMAGED BY OTHER CONTRACTORS, THE CONTRACTOR ANO PARTY CAUSING SUCH DAMAGE SHALL MAKE ADJUSTMENTS BETWEEN THEMSELVES, ANO NOT WITH THE OWN~R, RELATIVE TD THE RE- PAIRS OR RECONSTRUCTION ANO PAYMENT FOR SA~[. IV. r.. H. I • J. K. L. N. o. KNOWLEDGE ~F ~iTE: IT IS ASSUMED THAT THE CDN-TRAtf □R HA V llED THE SITE ANO FAMILIARIZED HIMSELf AS TO THE SITE CONDITIONS; ANO SHALL HAVE VERIFIED ALL DIMENSIONS, AS WELL AS ASCERTAINING THE MtANS OF GETTING MATERIAL INTO THE SITE, ANO ANY OTHER FACTORS AFfECTING THE WORK. SEGREGAT80N OF COSTS: AT THE TIME or EXECUTION or tAt c NtRAct, tAt coNTRAcToR sHALL ruRNrsH To THE OFFICE or THE OWNER, FDR PURPOSES OF ACCOUNTING ANO SCHEDULING, A SEGREGATED COST SCHEDULE OR BREAKDOWN OF THE CONTRACT PRICE, LISTING THE VARIOUS COMPONENTS IN THE PLANS, AS WELL AS UNIT PRICES OF EACH COMPONENT SPECIFIED, IN A FORM SATISFACTORY TO THE OWNER. THESE SCHEDULES SHALL ALSO BE USED AS THE BASIS IN fORMULATING THE PROGRE?S PAYMENTS TO BE MADE TO THE CONTRACTOR, ANO THESE COST BREAK- DOWNS SHALL BE PART or THE CONTRACT. EXTRAS OR C~ANGES: ANY EXTRAS OR CHANGES FROM THE CONTRACT ON THE JOB HALL HAVE THE PRIOR APPROVAL or TH[ LANDSCAPE ARCHITECT ANO MUST BE APPROVED IN WRITING BY TH[ LANDSCAPE ARCHITECT ANO OWNER, INCREASED COSTS: IF THE tXTRA OR CHANGE IS TO BE DONE AT AN lNCREASEO COST OVER AND ABOVt THE CONTRACT FEE, THE OWNER SHALL SIGN THE CONTRACTOR'S WRITTEN REQUEST FOR SUCH ADDITIONAL FUNDS FOR EXTRA WORK PRIOR TO ACTUALLY DOING THIS WORK, S~TE CONObT,ON: THE CONTRACTOR, IN THE COURSE Of HIS WORK, I. TO KEE HE SITE IN A NEAT ANO TIDY CONDITION AS MUCH AS IS PRACTICAL so AS NOT TO DISTURB THE NORMAL USAGE or TH[ SURROUNDING AREAS BY THE OWNER OR BY OTHERS, SITE CLEARANCE: UPON COMPLETION or THE WORK THE CONTRACTOR SHA[[ PROPERLY CLEAN ANO TIDY SUCH WORK AND THE SURROUNDING AREAS USED BY HIM, ANO REMOVE ANY OR ALL EXCESS MATERIALS, DIRT, DEBRIS FROM THE SITE, OR TO DISPOSE OF SAME AS DIRECTED BY THE LANDSCAPE ARCHITECT. OWNER'S MATERIALS: DURING TH[ COURSE or TH[ WORK, ANY MATERIALS, EQUIPMENT AND SERVICES MAY BE PROVIDED BY THE OWNER ANO USED BV THE CONTRACTOR IN TH[ JOB; FOR SUCH MATERIALS, EUUIPMENT AND SERVICES THE CONTRACTOR IS TO GIVE CREDIT TO THE OWNER AT THE STANOARO CURRENT RATE FOR SUCH ITEMS. SUCH CREDIT, If ANY, WILL APPEAR IN THE FI~AL BILL'ING BY TH! CONTRACTOR TO THE OWNER. PLANS ANO SPECIFICATIONS: ALL LANDSCAPING INCLUDING PLANTS, GROUND COVERS, SOI[ ADDITIVES, A.ND OTHER MISCELLANEOUS LAND- SCAPE ITEMS SHALL BE PROVIDED AND INSTALLED IN STRICT ACCOR- DANCE WITH PLANS ANO SPECIFICATIONS PREPARED BY OWNER OAT[O: CHANGES: THE OWNER SHALL HAVE THE RIGHT TO MAKE MINOR CHANGES IN THE LANDSCAPE DESIGN ANO INSTALLATION TO INSURE PAACTICALITY or DESIGN ANO FOR AESTHETIC REASONS, AT NO ADDITIONAL COST. SPECIAL CONDITIONS: A • B. c. o, [. GRADING: GRADE ALL AREAS BY FILLING AND/OR REMOVING SURPLUS SOIL AS NEEDED TO ENSURE'PROPER GRADES ANO DRAINAGE AS INDICATED ON THE PLANS. UNLESS OTHERWISE NOTED, FINISH GRADES SHALL BE BELO\J HAROSCAPE AS FOLL01JS: 2 11 FOR GROUND COVER AREAS, 1" FOR LAWN AREAS. i MOISTURE CONTENT: THE SOIL SHALL NOT BE;WORKEO WHEN MOISTURE CONTENT IS SO GREAT THAT EXCESSIVE COMPACTION WILL OCCUR, NOR SHALL IT BE SO ORY THAT DUST WILL OCCUR ANO FORM IN THE AIR OR THAT CLOOS WILL NOT: BREAK READILY. WATER SHALL BE APPLIED rr NECESSARY TD PRhVIOE IDEAL MOISTURE CONTENT roR TILL INC, , WEED REMOVAL: WEEDS, PLUS BERMUDA GRASS, ETC., SHALL BE DUG OUT FROM ALL PLANTING AREAS BY THEIR ROOTS.WHEREVER POSSIBLE ANO REMOVED FROM THE SITE, WHERE NECESSARY TO DIS- COURAGE REOCCUR[NCE or THIS MATERIAL, THE CONTRACTOR SHALL APPLY ONE OR MORE TREATMENTS or A SATISFACTORY CHEMICAL PER MANUFACTURER'S DIRECTIONS IN REGARD TO CONCENTRATION, PLUS ALLOWANCE or AN AMPLE PERIOD or TIM[ FOR EFFECTIVE PERFORMANCE PRIOR TO CULTIVATION, THE·SITE SHALL BE MAINTAINED IN A WEED ANO LITTER FREE CONDITION DURING THE MAINTENANCE PERIOD, WEEDS SHALL BE REMOVED AT ;R[QUENCIES ADEQUATE TO PREVENT THE MATURATION or WEED SEEDS. PLANTS: 1, INSPECTION: PLANTS SHALL BE SUBJECT TO INSPECTION ANO APPROVAL OR REJECTION BY LANDSCAPE ARCHITECT AT PLACE or GROWTH AND/DR THE PROJECT SITE AT ANT TIME BEFORE OR DURING PROGRESS or WORK, FOR SIZE, VARIETY, CONDITION, LATENT DEFECTS ANO INJURIES. REJECTED PLANTS SHALL BE REMOVED FROM THE SITE IMMEDIATELY. 2, CONDITIONS: PLANTS SHALL BE SYMETRICAL, JYPICAL FOR ,VARIETY ANO SPECIES, SOUND, HEALTHY, VIGOROUS, FREE FROM PLANT DISEASE, INSECT PESTS OR THEIR EGGS, ANO SHALL HAVE HEALTHY, NORMAL ROOT SYSTEMS, WELL FILLING THEIR CONTAINERS, BUT NOT TD TH[ POINT or BEING ROOT BOUND. PROTECTION: PROTECT AND MAINTAIN ALL PLANTS FROM SUN, DROUGHT, WINO, THEFT, RAIN ANO HEAT AT ALL TIMES BEfDRE ANO DURING PLANTING OPERATION. F • G. I, J. K. !'LANTING REIJUIREMENTS FOR TREES ANO SHRUBS: 10 PLANT MATERIALS IN UUANTITIES ANO SIZES SPECIFIED ~HALL, AFTER GRADING OPERATIONS, BE SPOTTED APPROXIMATELY AS SHOWN ON THE LANDSCAPE DRAWINGS ANO ARE TO BE AP- PROVED AY THE LANDSCAl'E ARCHITECT BEFORE BEING REMOVED FROM CONTAINERS ANO EXCAVATING SOIL FOR PLANTING. 2, ALL BACKFILL MATERIALS SHALL BE MIXED THOROUGHLY ON SITE BEFORE USlNG. SOIL PREPARATION: 1. THE FOLLOWING SHALL BE APPLIED PER ,ooosu. FT. or PLANTING AREA ANO TILLED INTO THE SOIL TO A DEPTH or 6": a, b. c. NITROGEN STABILIZED SAWDUST•••••••••••••• COMMERCIAL FERTILIZER •••••••••••• .. .................... . 2. BACKFILL FOR ALL SHRUBS AND TRE[S SHALL CONSIST OF THE FOLLOWING MATERIALS PER- a, b. c. d, ON SITE SOIL •••••••••••••• -.-.-.-.-.-•• -.-.-.-.-,-.-.-.-- NITROGEN STABILIZED SAWDUST•••••••••••••• COMMERCIAL FERTILIZER ........... . ' .................... . StlnMIT AI.L RECEIPTS At:[) IIETAIN ALL El':PTY llACS FOR ALL Ar1El~Dr1lNTS FOil APPilOVIIL BY L/lfJD5CAPE AllClt!TECT. PLANTING: 1, CONTAINER GROWN PLANTS TD BE PLANTED IN PLANT PITS THR[[(3) TIMES UIDER THAN PLANT CONTAINER ANO A DEPTH or TWICE TH[ HEIGHT or PLANT CONTAINER. PLANT CROWN TO BE SLIGHTLY HIGHER THAN ITS NATURAL GROWING HEIGHT AFTER SETTLEMENT. 2. PRUNE PLANTS AS DIRECTED BY LANDSCAPE ARCHITECT. 3. ALL PLANTS SHALL BE WATERED IMMEDIATELY, BEFORE BACKFILLING PLANTING PITS. 4. ALL AREAS RECEIVING PLANTS ANO/OR HYOROS[EQING SHALL 8[ MOIST TO A DEPTH or 6" AT TIME or PLANTING. 5, USE AGRIFORM 20-10-5, 21 GRAM TABLETS PER MANUFACTURER'S SPECIFICATIONS, WITH ALL SHRUBS ANO TREES, 1 PER LINER OR 1 GALLON, 2 PER SCALLON, J PER 15 GALLON & 4 PER rnor or BOX WIDTH, 6. PLANT ALL PLANTS 5 1 MINIMUM FROM IRRIGATION HEADS (SLOPES ONLY)• 7. SCARIFY THE SIDES or EACH ROOT BALL PRIOR TO PLANTING If CI~CULAR ROOT GROUTH IS EVIDENT. B. PLANT QUANTITIES ON TH[ PLANT LIST ARE FOR,THE CONT- RACTOR'S CONVENIENCE ANO NOT GUARANTEED TD DE ACCURATE. 9. PLANT SYMBOLS TAKE PRECEDENCE OVER QUANTITIES SPECIFIED. ALL ~ORK SHALL BE AS DIRECTED BY OWNERS FIELD REPRESENTATIVE WHO SHALL BE APPOINTED PRIOR TO THE COMMENCEMENT or THC WORK. CONTRACTOR SHALL SUBMIT ALL MATERIAL RECEIPTS TO LANDSCAPE ARCHITECT, MAINTENANCE: 1. 2. MAINTENANCE PERIOD SHALL NOT BEGIN UNTIL ENTIRE INST- ALLATION IS ACCEPTED BY THE OWNER, MAINTENANCE PERIOD SHALL BE FOR TH[ FOLLOWING DURATION: ALL PLANTS ANO PLANTING SHALL BE GUARANTEED FDR THE FOLLOWING DURATIONS BEGINNING AT TH[ FIRST DAY or THE MAINTENANCE PERIOD: a. TREES ANO SHRUBS 15 GALLON ANO LARGER••••••••••• b. SHRUBS 5 GALLON AND S~ALLER••••••••••••••••••••• c. GROUND COVER•••••••••••••••••••••••••••••••••••• d. LAYN•••••••••••••••••••••••••••••••••••••••••••• ALL DEAD, DAMAGED OR BROKEN PLANT MATERIAL, INCLUDING SODDED ANO SEEOEO LAWNS ANO GROUND COVER, SHAL~ BE RE- PLACED AT TWO WEEK INTERVALS, FERTILIZE WITH 2LBS. ACTUAL NITROGEN PER 1000 sa. FT. • AT ENO or EACH 30 DAYS, LANDSCAPE ARCHITECT WILL SPECIFY TYPE, DEPENDING ON SEASON. PERfORM LAST FERTILJZJHG AT END OF MAINTENANCE PERIOD Ill THE PRESEfJCE IJf TIIE LP.ND$CAPE ARCIHTECT. ' I I l,1 Q u 0 u 0 Lil l,1 0 • • -U· z -· CHANGES DATE FR ??' J Jt,., .re, ---- 15 &.?121 LP:) ---- ,z,,z, 1-1,).-{f'!>'r '2.G MAXef'I ___ _ ?,[J t-1M ff1 ---- PROGAESS PAINT DATE DESIGN ~ ORfUJN :e~ CHECHEO WSB SCALE - PROJECT 87 -116 SHEET L-11 Of I SHEETS Cl'. C: C + ( ( 'I- ( er ( Cl'. ( C: + C: ( (