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HomeMy WebLinkAboutDWG 252-4C; CT 84-23; THE PARKE; 01-20;, ' /, VICINITY MAP HIYY • , , I ,, I , , ( \ \ \ NORTH f LAl<E 5AN M4RC05 MELROSE AVENUE 'SITE OUVENHA!N R!?. 0 r' 'MATCH LINE i -------~·~SH'.:E'.:E~T:4~----------.c!!~------_. I ..... -...... , 0 © THE PARKE SHEET 3 © INDEX STAKING-lJGflTING PL.A~ CONSTRUCTION DETAILS IRRI.GA TION PLANS! IRRIGATION LEGEND, NOTES AND DETAILS :PL.ANTING PLANS' ;PLANTING LEGEND. NOTES ANO DETAILS NORTH 8-1 -S-4 . ' ----S-8 1-1 • I $ '1-6 • 1-7 .. NOTE: ANY CHANGES TO LANDSCAPE PLAN SHALL REQUIRE APPRO~AL FRON THE CITY OF CARLSBAD. NOfE:-; Landscape Contractor shall obtain from the Civil Engineer or Brehm Comm.unici• a certification letter that final grade prior to Landscape Contract.Qr' s·--·· ac"cep-tance is per.plans and specs. Upon completion of the work the Landscape Con.tractor sliall obtain an additional letter showing_acceptance o,f _the final grade$ and compliance to the Civil Engineer's grading plan. Copies of (.hese letters shall be provided to the Landscape Architect. tfo \/Ork shall .co::-.mence or final acceptance be granted by the Landscape Architect wi't._,ut said letters. Pf-0.!~T' <II', fe.-Z.e¼. ~ ~t-J(;, 1\' Z,<';>i,-4(., ,~1 *c..r-e,42.~ • • ~ ~!l\f•?·· ! -j~; .:¾:: ,. ii __ ·::- ~---1:.! ;~.•· ~"~ ~ ~~:'' ---~: ~ ....... ,,~ ¥ ~-~i··: '2;, ·. :aii'.'i · -W·"E·. ~ &:t--•Ac !c;.J il,,.., C • \: r ; ~~' :11 111L s I. . ie,·r '~ i ,,o;_:·--~ ,.. . ,., '.J,~,.,, ~.,::,~ ,,·-.;, 3,?, .. -~ -. _-':,:'·-- ~ --.: ·-· is ; l>e: ...... _ ~ ; .,, ,' L•-•~, ! t, .. El~-~: ;~i:_• .. __ ! h. ... ,,,F. 1-• ··: ~ I' ~R~}----~ '" ~t -JC lL .• ~ 1-:r;; ; • ~#lir~. . ,'. t W''"'''· ... -. -. ;; ..... 2E 'J;!J . !:~········,·· '-' ""'. ' g ',' ' ·( Bl[-:~ ~,: ., -~i !< :~ -' 0 • :.; l.1.d- -iii~ liJ''' ~ ,-£ •. 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UIHfffflfflUAllllllllfltlUllll~HIIIDHRlJllllllfHIIHIIIHllfflUltlRH1118WDIIIIIIJIUllHlntltltllUtnllflllllfRlfftlH • ~ 'l 1 I --, . -.... -..." y"' ---~ '-,...:--1-"---'--'- 1' .1' .. 1' ' ·•..,:.... 1• ··~ IIIIUUIIIUIUUfflmBIUIIIIIJIUUIJlfflMFi&I m~•~r~'i:t'siittMS:41MltlhiiiiillffllUIDlnll!IIIHliifflU!inl111RiilitkUmRUnmui ~~ I NOTE, ALL TORO 570 SYSTEMS ARE DESIGNED TO ACCEPT THE MAXIMUM 15' RADIUS NOZZLES, HOWEVER, THE CONTRACTOR SHALL SUBSTITUTE THE NOZZLE BEST SUITED TO THE SPACES TO BE IRRIGATED USING THE FOLLOWING TABLE AS _A GUIDE: NOZZLE FOR LAWN TORO 570 -12 TORO 570 -15 NOZZLE FOR GROUNDCOVER TORO 570 -10 LA TORO 570 -12 TORO 570 -15 RADIUS THROW RANGE 2 -12' 12 -15' RADIUS THROW !1/\NGE 2 to 8' 8 to 12' 12 to 15' 'k IIDlfflJJUHlllfmDJH1D111m11111111HH1mllulllfUIH1HU1uit11mmHu11lt111Jfffllllllffllltl I / :2.½t • /// /' • ' .. -,.: •' / ././ ""·· ', 2'1'-~nl:,!7 WP"-TU r1E--r'U- P.~ 1. 77-'?@ E.Le,... "?11 Y t,Y Oftt~? f,<;,, L 8j.G, e., E,L.t..,. ~12..Q l :f ..... p~ Z.i¼.¾l ~IN ~ :Z";>:2.-"t& -rJi:N..1 -iJi-er eA2~ IRRIGATION PLAN 10 SCALE \ \ NORTH • en UJ ~ u 0 u) en <( (X) LL 0 u_: z Q en JOB NO ·W ~ a: <C C. w :c I- I .<( z a: 0 IL -... <( 0 • Q 4 Ill II) ... IC 4 0 II) w -1- z :::, :I! :I! 0 0 :I! :c w a: Ill CHECKED DRAWN ~L\t't1~1t,a,l 4,-,-,,-e<., REVIS!ONS ~ 7-:,\-i)/:,-111"\f' GARY R STONE #1'297 ASLA GERALD B FISCHER #1271 ASLA J ' I I I I ' I / / -----·--------------I, :1 _/ ........ , ____ -t>---I = .. ~ ~ 5 = I -fll». .. ,'w,11)~ ~IIHIUKltltmtmllllHIIIHIIIIIIIINHtJl....,.111 C IIIIIIIIHIIIIIUIIIIUIIIUlUUIIUIIIIU~ ~ .. 2 !! .. .., § .. ... ~ ✓• w~ ...... ~·---lll =-•• -· ........... -= ......... . __, = ............. a,,••· (/) ~••u ......................................... •••••••••._ .... o••••••n•••--•--•••• lll~ lll~ (/) al w~ z~ :::i § ' = :I:§ 0 al I-~ <( ;;; :E ........... ~ ........ . i \ Ii: i 5$ ; i ,; § ; . \ \ • ! ' rt. "' >4'' .. 'A "-" I ,, '"-lf2 Ill. 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' q I ' ! ! c( z a: 0 ... -.J c( u • Cl c( m 1/) .J a: c( u I l w ~ a: <( C. w :c I- ll l i '. \ GARY R STONE #1297 ASLA 1-4 • \ \ \ i i "'1ATCH LINE SEE tEET 4 I . a~• ~ \, ....... , ... , ••• ,,,111111u11111,u111111111111um,:111::•"'"""""'"''IBHGflllllllDHIHHHIH-;;::.""'""-~""'!..111111111fllllRnnnmm11111numunt111!11111fflHflUfflKDHIIUIIMllllltll_~--··~~~~~ ... -m~~~~~~--···-!~~~·• ... i~i .. ,,, .. ,.,.,,munMUUD-■-•-1,_, __ , ..... ~,, ... ,,,.,rn,11un11111~m~um•1m~,,, ..... ,,, .. mw1nn1~~~m1wnnn,,1 .... urn1~m-,m•n~~·~~•m1m•un-111DllllltlUIWIIIIIUlllll~IB~IHIIUIIIIIIIIIUDUIIIIIUIHUIIHIHIIIRWH=n1~1•~1n11nuwun11u~ ~ -----~ " --._,, "\ZI ----1' 1!-'-t' ------&---,,kz. ----'2-" 1v.,_J ~ 1-tk...=..: 1uJ --~--------"'-+ ·r1 ,:;z; @r 1\ • ..,.,. ~ ·v-·/1, .... • /, ()'._, ~--------:t----'L I ---A~ /1 ; I " I \ I I . -·--------I 1, 1:2.3/-:,. 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"'¾r -4 -~ --. 6) ' ' , ' i l I • ______ J ' \ \ I \ . ~-.... -----------' . -:::--------~ IRRIGATION PLAN ~fU..'i ~ fe, Z,e(..-W ~I ~<:,-;ill' Z-52. -"'l c., 10 SCALE NORTH • • U) w ~ u 0 U) (_/) <( cxS C".: w I u U) LL ei 0 ~ 0 V, Q) 0 0 C 0-Q) 0-> -0 <( -0 "" ,-_ .i!' 0 N ~" N o' IDN .i!' -"o -0 ON ~ CO-V, <( • 0 ::,;..,: (DU "' "'u 0-~ 6 0--O> ,-_ D..; "0 "~ U) Q.) "<J" . " .. C (!JO o-=-u ac ..,c :;w .., 0 ,-_ V, I 11 ,, l! ii I I ' w! ~I a: <:(•i c.. ! w :::c I-ii " I .I I I l ,'j " ji i ! . I •• ; t o' --0 GARY R STONE #1297 ASLA 1-5 AA --1<-E.DWC.W ~f<.E:. ~Fl.-0,V 1"f«:.,VE:;,lf~ , ..,e.e.· ._.~ e:N .::, • Dlf:,!..U'fF!JC-UNION. ~ ~lf'PU:, rr ~,, e:..LJ- ~f.llf'~ ~---+-~ NIF'fl..E- REDUCED PRESSURE VACUUM BREAKER ,,--\ ,-------~VIN<i, CU!'<e>, W>-J.. 0JZ. l"'..J-.la:. ,------611., ~ f'v,:. ~~ · IZ" r-,~.__----:;~>'>· ~. "\t? -,o• W-(ftf'T"• F'IPT) J-----~.',,;L--F;',,(:,. 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AUTOMATIC CONTROL VALVE I 1 \ I I I J I I I I I ANTI-DRAIN VAL VE • ...-----1!.Z' ~ e,:, ~· 1"~ fil'l-""IF<i>O& ------90° •~• ~ e:L!-(MIPT><fif'!') 1-----~• •~• -;~, ~(Mil'T~ F'IF"T) ,-------'>,c;.,. -'\~ 'f.V,C-. ,e,"'?, fl PT TT-e-OIZ-1'-U- SHRUB HEA[?. BUBBLER ·~o c..P'~ ta-lP,:,P-f':f'!::. C,' teft"N[;' e:t.,,e,"'f hlDe.l• ~~Y- v' .?Uf'.~ ~ DRAINPIPE THRU CURB • II II ~----Go F'OH>-iO f"'-""":>7,C yt,.:_.ve.,_ ~X F?Y~ ~~L- *=iiiiii~~===:::::::::;:a1i,,..,,.l,~r.--f'l>J1-:;fi Gl~E.. · 1111 -----l--,~~c.......-'fv;. tvit--i-e.. A.D,t,..f'7'"0f2- -Wll~---6.h...TE:-Vf>.LW:. .,---V /,J,.V'i. p,;,,_;),)( i::Xf ~ 1 L-lc,NC;,1 i-f H7 R.IZ4.Ul~O. b~--PvC-MAL..lG-P..0,6..PfO~ ~..,.._+----9y'C, f.1A.l~l--1Ne. { ;;2..~ "az_~e.) I"-----f.VC. Ut-i ICJ!-i ne------l"VC-~ i?O NIPl'U:;.' L.....-----!>/'i-' ¢ ,:;r,aA~I-I l'v\lN. I C-1..1. FT. GATE ' VALVE .,,-----·'f.'-.1,:.. ~. er:? t-ilf'f'u;.,(½,') 7"'"----Y£" f.\l:;.-,jo "?'' ~(F'.fT•ftPT) ~------~" 40"' \ .. ..-~1 ~T ~ (Ml f'T• Fl F'1J ./-----&" ' ,:,." ~ e,c, 'f',I::. F-i">U'- ,----=-.::: ':>"17.,:;::::;;;-n.' "\O• '~' ,s,~ E-1.!-{MI f'T > f I PT) P'/v. ~ WHE.- POP-UP SPRAY HEAD EGlO"<l----Sl"i<A'f ~C og ~ DRJYEN ~ft· -5Ee Pl.Al.I Wl.Y'd.-~ SPRAY HEAD ON SLOPE IRRIGATION LEGEND DETAIL SYMBOL MFGR. MODEL# P.S.I. G.P.M. R. ARC NOZZLE DESCRIPTION ,SYM <D 0 • EB Q () G- 'iV 'v • " 'V V CD MFGR TORO TORO TORO TORO TORO TORO TORO TORO TORO TORO TORO TORO TORO TORO TORO TORO TORO TORO TORO TOJ;O MODEL# 57UC-4P-15'Q 570C-4P-15'H 570C-4P-1S'F 570C-4P-AD.J 570C-4P-4.EST 570C-4P-4'SST 570C-4?-9'SST 570S-lS'Q 570S-lS'H 570S-.i5'F 570S-ADJ 5 70~.-4 1 EST 570S-4'SST 304-10-0J 308-10-03 S600S-PC-6.0 S6UOS-PC-3.0 304-00-02 308-00-02 31 (J-00-02 304-00-03 308-00-03 PSI 30 30 30 30 30 30 30 30 30 30 30 JO 30 so 50 50 50 50 50 50 50 50 GPM 1.0 2.0 4.0 VAR .6 1.5 1.2 l.Q 2 .0 4.0 RAD .- 15' 15' 15' 15' 4xl5' 4x30' 9xl8' 15' 15 I 15' '✓AR 15' .6 4x15' 1.5 4x30' 1.61 30' 3.23 6.7 3.3 .85 1. 71 3.41 1.61 3.23 30' 50' SO' 24 I 24' 2s' 30' 30' DESC QUARTER ARC TURF SPRAY HALF ARC TVRF SPRAY FULL ARC TURF SPRAY ADJUST ARC TURF SPRAY END STR!P TURF SPRAY SIDE STRIP TURF SPRAY SIDE STRIP TURF SPRAY QUARTER ARC SHRUB SPRAY HALF ARC FULL ARC SHRUB SPRAY SHRUB SPRAY AD llJST ARC SHRUB SPRAY END STRIP SHRUB S?RAY SIDE STRIP SHRUB SPRAY QUARTER ARC SHRUB ROTOR HALF ARC SHRUB ROTOR P<ALF ARC SHRUB ROTOR HALF ARC SHRUB ROTOR QUARTER ARC SHRUB R07 0R IIALF FULL ARC SHR!IB RO'fOR ARC SHRUB ROTOR Q~ARTER ARC SHRUB ROTOR HALF ARC SHRCB RdTOR ® ® G) @ ® 0 ® © 0 ~ .. TORO TORO FEBCO 316-00-01 50 2.88 18' FULL ARC SHRUB ROTOR 216-06 SERIES DIRTY WATER AUTOl-!.ITIC VALVE (SIZE AS NOTED) 825 SERIES "RP" TYPE BACKFLOWPREVE~TER (2") M NIBCO T-1~3 GATE V.4LVE (Lll':.E SIZE) #-VALCO~ ADV SF.RTF.S .s.:!Tl-D,AH: VALVE (LINE SIZE) [;;iiiijl RAINBIRD !SC srnLS, 16 & 24 STATION AUTOMAT!C CONTROLLER LA::;co cl 100 PVC nP~ (LATEiAL LINE ONLY--Mrn 12" COVER) ----LASCO cl 315 P'·iC PIPE (,":AI'-ILJ;,;I: ONLY--MIN 18" COVER) -----BROWNLHiE cl200 UV-PVC PIPE (TE!'·tPORARY ABOVE GRADE ONLY) TORO 514-20 BUBBLER ¥S 100 BR 2½" 60 MESH FILTER (MOUNT HORIZONTALLY)-W\I.JI.E.N? .................... r;one'::>f1c,.. ,._.~ nl>-!N (c..ol'f'l!.f.; -f<.f.LJ..>ll1W ~ft. nl'<l),,j )lOTE: ALL TORO 570 SYSTEMS ARE DESIGNED TO ACCEPT THE MAXIMUM 15' RADIUS NOZZLES, HOWEVER, THE CONTRACTOR SHALL SUBSTITUTE THE NOZZLE BE'ST SUITED TO THE SPACES TO BE IRRIGATED USING THE FOLLOWING TABLE AS A GUIDE: • NOZZLE FOR LAWN TORO 570 -12 TORO 570 -15 NOZZLE FOR GROUNDCOVER TORO 570 -10 LA TORO 570 -12 TORO 570 -15 RADIUS THROW RANGE 2 -12 I 12 -15' RADIUS THROW RANGE 2 to 8 I 8 to 12' 12 to 15' IRRIGATION NOTES CONTAACTOR SHALL VERIFY WATER PRESSURE OF. P.S,I, AT P,O,C. PRIOR TO BEGINNING WORK, NOTIFY I.ANDSCAPE ARCHITECT OF.ANY DISCREPANCIES. ALL IRRIGATION MAINS SHALL BE PRESSURE TESTED FOR 24 HOOFS AND INSPECTED AND SIGNED OFF BY LANDSCAPE ARCHITECT PRIOR TO BACKFILL, FLUSH ALL PIPE PRIOR TO INSTALLING SPRINKLER HEADS. ' ALL PIPE WILL BE INSPECTED FOR WORKMANSHIP ON JOINTS AND HEAD ADJUSTMENT, CONTRACTOR.SH?-I,L PROVIDE LINE sizE CHECK VALVE WHERE NECESSARY TO PREVENT LOW HEAD DRAINAGE AND/OR AS PER PLAN. ADJUST ALL SPRINKLER HEADS TO COMPLETELY COVER PLANTING AREAS AND TO AVOID THROWING ON PAVED AREAS, WALLS OR WINDOWS. QUICK COUPLERS TO BE PLACED NEAR VALVE GROUPING AND UPSTREAM FROM GATE VALVE. . ALL IRRIGATION HEADS, LINES, Ji.ND VALVES, ARE DIAGRAMATIC: THE LANDSCAPE CONTMCTOR IS RESPONSIBLE FOR ADEQUATE COVERAGE DUE TO': POSSIBLE MINOR SITE DRAWINGS DISCREPANCIES. LANDSCAFE CONTRACTOR'S POINT OF CONNECTION SF.ALL BE 2~ METERS PRO- VIDED BY OTHERS {SEE PLANS). ALL AUTOMATIC VALVES ARE TO BE SET IN "AMETEK" WITH IPCK VALVE BOXES, SIZE AS REQUIRED BY NUME5R Of' VALVES IN EACH CLUSTER. Water Meter Size The Point of Connection Size Elevation ,Residual. Pressure \Minimum and Maxifflum PSI) Maximum Demand - - - -GPM Estimated Consumption Per Month Based on 1-½ Inch 9£ Water Per Week Within a 50 Hour.: Period Z." 96 CONTRACTOR SHALL PROVIDE A GATE VALVE TO SEPARATE .A.CH GROUP OF VALVES FROM THE MAIN LINE. · LOCATE ALL VALVE BOXES, IRRIGATION LINES, ETC. IN PLANTING AREAS ADJACENT TO PAVEMENT LOCATIONS SHOWN. ON PLANS. HEIGHT OF RISER IS LABELED FROM FINISHED GP.ADE, I.E., £• RISERS EQUALS 18~ IF DEPTH OF PIPE IS 12•. (1) The design and installation of the customer's landscape sprinkler irrigation system shall conform to "Rules and Regulations for Reclaimed Water Service Within the Vista Irrigation District11 • V..NOSCAPE CONTRACTOR SHALL INSTALL THRUST BLOCKS {l CUBIC FOOT CONCRETE) AT EACH CHANGE IN DIRECTION IN THE MAINLINE. RISERS -BLACK NEOPRENE. NO WHITE SHC 40. 110 WIRING TO CONTROLLER BY OTHERS. CONTRACTOR SHALL CALL FOR AN IRRIGATION COVERAGE CHECK BY LANDSCAPE ARCHITECT PRIOR TO PLANTING. CONTACT LANDSCAPE ARCHITECT AT LEAST 24 HOURS PRIOR TO DESIRED INSPECTION TIME. CONTRACTOR SHl',LL PROVIDE ONE EXTRA CONTROL WIRE TO· FARTHEST VALVE IN EACH VALVE GROUPING. HOSEBIBS ON BUILDINGS Slll\LL 13E ll'SED FOR HOSE CONNECTIONS. ·QUICK COUPLER VALVES ARE NOT PERMITTED ON RECLAIMED WATER SYSTEMS. NO'Tt: ALL IRRIGATION HEADS TO BE A MIN. QF 12' FROM WALLS (2) All offsite and customer reclaimed water syst&ms piping shall be identified as reclaimed water in accordance with the Vista -Irrigation District Standard S~ecitications for Construction of Pipelines. (3) Where design areas contain potable and reclaimed water piping, the potable water piping shall also be identified in accordance with the Vis.talrrigation D~~rict ~~£ Specifications for Construction of Pipelines. (4) The Vista Irrigation District shali be -notified 24 hours priQr to the start-up of any construction (714/724-8811). r~e.c.-1.;,,. .PE,. Z.e(a.'!,o [7~1f.lC,~ '2":>:Z-"'10 -ru-cr*Cf'tl'fZ.? 96 • NOT FOR CONSTRUCTION C . er; u_; w ~ ~ a. w :::c I- I I GARY R STONf #1297 ASLA GERALD B FISCHER #1271 ASl A 1-6 RECLAIMED WATER IRRIGATION SPECIFICATIONS: Sec.tion B PIPE. IDENTIFICATION AND SEPARATION B-l IDENTIFICATION (l) C2l (6/81) The top 180° portion of the exterior surface area of the reclaimed water piping shall be spray painted with a •red enamel"and allowed to dry after the pipe is installed in the trench and prior to installation of warning tape and backfill. l\ny pipe painted red and subsequently removed from the trench shall be removed from the jo~ site immediately. The plastic warning tape shall be prepared with black printing on a red field having the words, "CAUTION: RECLAIMED WATERLINE". The overall width shall be 3 inches. Part 6A-3 warning (~aution) tape shall be as manufactured by Griffolyn Company, Inc., 10020 Mykawa Road, (P.O. Box 33248),-Houston, Texas 77033 (Phone: 713/943-0070 or 800/231-6074) or approved equal. warning tapes shall be installed directly on top of the pipe longitudinally and sh~ll be centered. The warning tape shall·be installed continuous for the entire length of the pipe and shall be fastened to each pipe length by plastic adhesive tape banded around the ~ipe· and warning tape at no ~Fe than 5-foot intervals. All risers between the pipes and control valves or sprinkler heads shall be painted red and installed with warning tape. B-2 PIPE SEPARATION Special construction requireme~t~ ~~11 be inconx,r~ted_into the onsite reclaimed water facilities as shown On District Standard Drawing, RW-33, whenever basic separation between reclaimed and potable waterlines cannot be .maintained. Section C CROSS CONNECTION CONTROL C-l ~ POLICIES The District as •water Master" reserves the right to require the installation of District approved backflow prevention devices. Normally, backflow prevention device·s will not be required on reclaimed water facilities. Domestic water.me~ers will be required to be protected by reduced pressure principle devices if domestic and reclaimed water irrigation systems are not physically separated by barriers such as walls and fences with continuous footings, or wide sidewalks, alleys or other physical barriers. All other domestic water JIMltters will be evaluated for backflow prevention on a case by.case basis. ' C-2 WASHDOWN HYDRANTS AND OTHER l'OINTS OF PUBLIC ACCESS All onsite reclaimed water facilities shall be restricted from public access so that the general public cannot draw water from the system. Facilities, such as blow-offs, blow-offs on strainers, and other such facilities shall be restricted from public access .. (6/81) Part 6A-4 1'bese facilities, both above and below grade, Shall b~ housed_ in an approved lockable container colored green~ A si~n read~ng "CAUTION: RECLAD!ED WATER" shall be installed, its size approved by the pistri~t. Other means of restricting public access may be approvea by the District. Section D INSPECTION D-1 CONSTRUCTION INSPECTION •. The District or its authorized agents shall inspect the con- struction of custaner facilities that will use or. r~c~ive reclaimed water to verify that the customer facilities are constructed in con£onnance with the plans and specifications and the Rules and Regulations for Reclaimed Water Service Within the Vista I~rigation District. D-2 FINAL INSPECTION Before the District approves service start-up of any facilities using reclaimed water, the in!talled system sha;1 be tested using potable water under design operating conditions to establish that the operation is in accordai:ce with all applicable requirements, including those contained in the R~les and Reg~- lations for Reclaimed Water Service Within the Vista Irrigation Distri~t. Assuming all other requirements are satisfied~ service start""Up will be contigent upon successful operation and testing of the reclaimed water irrigation system. D-3 DYE TESTING OF ONSITE RECLAIMED WATER SfSTEM If, in the sole opinion of the District, it is suspected that a cross-connection may exist between reclaimed and potable water systems, the sprinkler heads shall be removed and the risers capped, a non-toxic, non-staining coloring agent_sh~ll . be added to potable water and pumped into the customer irrigation System using a pressu~e sufficient to overcome the static pressure of the potable system. The pressure shall be main- tained for a sufficient period of time to check the potable systems for the presence of the colorjng agent, which indicates an illegal cross-connection. Section E RECLAIMED WATER PIPING (6/81) Part 6A-5 E-1 GENERAL All onsite reclaimed water piping shall be installed in ;accordance with the Uniform Plumbing Code and all other local ~governing codes, rules and regulation~~ All piping shall be -continuously and permanently marked with the :manufacturer's name or trademark, nominal size, and schedule or class indicating the pressure rating. E-2 QUICP;-COOPLING VALVES Quick-coupling valves used in confonn to the following: reclaimed water systems shall •· . (1) {2) Quick-coupling valves shall be operated only with a special coupler key with an acme thread for opening or closing the valve in order to prevent unauthorized use. A lockable cover shall be permanently attached to the quick-coupling valve. It shall be red rubber or vinyl. The following provisions shall apply to quick-coupling valves used. in potable water systems: (1) (2) Quick-coupling valves used in potable water systems for projects !!2! using reclaimed w~ter shall be operated with a coupler key not using an acme thread for opening and closing the valves. Quick-coupling valves are not permitted in potable water systems for projects that use reclaimed water. E-3 STRAINERS Reclaimed irrigation systems shall have a Y strainer or basket strainer located immediately downstreaza of the meter. The strainer shall have a minimum JO-mesh stainless steel or llonel screen. Finer mesh screens may be necessary based on the design of the irrigatii,n system. !!'he landscape architect or engineer is responsible to determine the correct strainer size and mesh required. Strainers that have automatic backwash features will not normally be allowed unless it can be demonstrated to the District that the backwash water will not cause runoff and is disposed of in a manner approved by the District. The strainer drain valve shall operate with a recessed key slot. (6/81) Part '6A-6 Section F CONTROLLERS AND IDENTIFICATION F-1 CONTROL DEVICE IDENTIFICATION • Each automatic controller and its associated equipment shall be identified with a sign bearing the words •aeclaimed Water Used for Irrigation• in English and Spanish with black letters at least one inch high on a red background. The sign shall be so placed that it can be readily seen by any person utilizing the equipment. F-2 CONTROL DEVICE SHU"l'OFF Should the •water Master" discover that the :Rules and Regulations for Reclaimed Water Service within the Vista Irrigation District are being violated, the Water Master _ shall turn off the supply of reclaimed water by activating a "kill switch" near the controller or by closing and lock- ing the reclaimed water meter. The following options shall be designed by the landscape arc~tect or engineer: (1) Reclaimed water supply shall be turned off by closing and locking the District's valve at the reclaimed water meter. (2) Install a •kill switch" that de-energites the controller electrical circuits and closes all control valves. The •kill switch• shall be acces5ible to only the •water Master•. (3) l\ny other method proposed by the designer and approved by the District. !!'he designer of the reclaimed irrigation system shall insure that the irrigation system shall not be damaged when the reclaimed water supply is reinstated by unlocking and opening the District's valve at the reclaimed water aeter or by turning the "kill switch" off. The method used for securing reclaimed water service shall be shown on the irrigation · plans next to the -ter location. F-3 CONTROL CliARTS ·Control charts shall be prepared by the landscape architect or design engineer, submitted with th~ record drawings, and approved by the District before final request for service start-up is made. The chart subQiittal shall include the following: Chart Requirements: One controller chart shall be pro• vided for each automatic controller supplied showing the system area covered by the controller, Chart Scale: the as-buiit (6/81) Each chart drawings. •hall be a full size print of Part 6A-7 Chart coloring: Each chart shall be a blaCk or blue line print with a different color used to show the area of coverage for each station. After the control ·chart has been approved by the District_, •'an additional control chart shall be prepared, color coded and reduced in size to fit inside the controller.door. The .chart shall be hermetically sealed between ~WO pi7ces of ·Plastic, each piece being a ~inimum of 1D nuls thick. 'section G RECLALMED WATER SERVICE START-UP . G-1 PLACING RECLAIMED WATER SYSTEMS INTO SEMVICE ·!!'he following provisions shall apply to offsite or District owned facilitie•: Hydrostatic testing of offsite fac~lities shall be conducted using pOtable water~ Prior to connecting the newly constructed facility to the District's existing reclaimed water distribution system, all tests shall be successfully C0I!!.pleted and all work completed and ready_for_ac~pta.nce~ except for_the. connection to the Districts reclaimed water di~tri- bution system. As-built drawi~gs shall be_fur~is~ed. to the District before conn_ection to the District s reclaimed water distribution 5ystem is made. Customer or onsite facilities shall comply with the following provisions: All testing of the onsite irrigation system shall be performed using potable water through an approved con- struction water meter. All coverage tes~s and adjust- ments to the reclaimed irrigation system shall be per- formed. using potable water. Only after all tes~s ~ve been completed and the appropriate sanitation district has requested the initiation of reclaimed water service will the District accept an application for installation of the r~claimed water meter. Refer to Section G-2. As- built drawings shall be furnished to District before the cuataner system is placed into service. ' · G-2 INSTALLATION OF RECLAIMED WATER METERS .Reclaimed water meters, including connection to main, meter :l.ead," angle cock, meter customer valve and meter box shall be installed by the District only. Reclaimed water meters ·Shall be installed only on the District's reclaimed water distribution system ma.ins. Reclaimed water meters will not he installed on reclaimed water mains that have not been accepted by the District's Board of Directors. Prior to the (6/81) Part 6A-8 'installation of reclaimed water meters, the complete custom- er reclaimed water irrigation system must be a~prov~ . by both the District and the appropriate sanitation Pistrict# including the issuance by the Regional Water Quality Control Board of Water Reclamation Requirements~ The developer shall ~tie the customer irrigation system into the custom.er valve set by the District. Section H AS-BUILT OR RECORD DRAWINGS 1l-l GENERAL As-built or record drawings consisting of mylar repro- ducibles of ·the irrigation plans, showing all facilities as actually constructed, shall be furnished to the District before reclaimed water systems are placed into service. The following shall apply: Ill (2) (3l 16/81) (6/81) Recordinq Changes: All changes in tb7 work constituting departures from the original design drawings, including changes in both .pressure and non-pressure lines, sha11 be accurately recorded on one set of drawings. Upon_ completion of each increment of work, all such information and dimensions shall be transferred to the drawings. The changes and dimensions shall be recorded in a legible and worlcmanlike manner to the satisfaction of the District. After the drawings are approved by the District, all infort'lation shall be transferred to a set of reproducible mylar drawings. All change~ to reproducible drawings shall be made in ink (no ballpoint pen). I~radicating fluid shall be used when redoi1>9 drawings. Dimensioning: All dimensions shall be taken frnn. three permanent points of reference such as buildings, monU1Dents, sidewalks, curbs or pavements. Locations shown on as-built draw- ings shall be kept day-to-day as the project is being installed. Specific Call outs, the following items The location and depths of shall be shown: (al Points of connection (bl !louting of all irrigation lines (cl Gate valves (d) (e) (f) (g) (h) Part 6A-9 ·Buried sprinkler control valves Quick coupling valves :louting of control wires control stations Clearance between reclaimed and potable water systems when special construction requirements are required aS shown on the reclaimed standard drawings Part 6A·l0 f'F'.04 E¼'f -:II' re, 2. f:G:,. ¾I ~IND~ Z<;,Z-40 -n~J'·<:.-'i -IIJ CT MZ? • .NOT FOR CONSTRUCTION CJ) w ~ -u 0 CJ) CJ) <t ex) "' Q:: D L_L_J © = ~ I ½ © lJ J D C 0- © 0-Cf) > -0 <( -0 2 "' ~ LL D C. " N 0-©" ~ 0 L 0a -0 o □ a w cN ½<( • o°' z ::,,C<( .,_-0 I.{") © C, "'(j © • C, 0 0 .,; .;::8,r--. '-'o ½ © " "'1 :<= (!ii:5 ~ .:.,;_~ i--a o "'1 C 0,: Cf) :;, .s "0 -~½ -0 I c I ti) JOB NO w ... CrlECKfD 0 z DRAW'! f}: ~ z DATE /-2. ~--tl..f REVISK)NS A 7-"o \-fi,, GARY R STONE #12Q7 ASLA GERALD B FISCHER #1271 ASLA 1-7 0 -... 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FISCHER #1271 ASLA P-5 K LL l'eC-t!!'..-k<rct.l'-l?l>,.l, -- . . . = , 0 •• s'L ·. o ,,11= 1, 11= '-'"LIi ::9:,\1:\ BOX TREE. PLANTING SHRUB PLANTING ON SLOPE -----2', ~.,4 f'INe ff6.<e "..,.__ .,,,,. ,61,~17\£. ~~ h-.1 L}P).lfl-1-~ MIN. / t'-~1 IN"°W ~t. ,~ ~ &,,l?Pu..P. / /~~ ---~--1 ~ -.w.,.,,--- ---/ ~77~ -~ l: . t TREE PLANTING ON SLOPE "" .. -'r,U,JG/-tr H/:.6,!:Jf;Z. 64--' /IE~C> e&N',7ieU,:.710/,/ ~- Pif.,11',H GIZ6P2 ·z, x ~,, iiii,;,;;O()t' C~P H/!4Pel?. --·· R)(Jl!>/..I! 1'"-4' #PWXP --------_ .. ,_,_ l'J()"f'e.:,s--r~:=s ~ e,e ~£1"' 5!01 ,u. MM, 4\./1> ,!,7" ,6/.J.. ~ce,. REDWOOD HEADER 00 pp ---+t------NL'?&-L?l~~m.e,"':>!N.L ... ee,~~ ~---<. revNUt•K• \,JII-W /-----2.·•9 ~ r1~'t--"Jfi-,,<e.. .x ~ N-"!U..1,.A"iv!. !Z(Cfv;_.L. Cl"i~~,.~-- .......... -....1"' ........ --"""'9~ ~r.:r uz.e.o:. T>-e,t..eT ;,..·ii 6,1.ffJ m.. 1 r-------s_~_i.?-UG.mi ru. 1~Q,N... ~ ,.f'!:';,l...&l ~ t:>l'..rni cl" =rv'-4.,. >•.,OU? (.Ol-.1-r,-,:.;( l-fF-CoT"=> N~:r.s,;;;;;:;;:----G,• D-P°H rt:uNi;> W""l'~l,I ';i,§1',II f'P-'.U...UP' 5"-(..,(.Fu..L. f\.lt,pl..~ i ~-------~rr:..1::. ee~ f'u,.,..i'f\Nr.. ~!"., ~ 1-iOrl!.'.> A:ll'. '-<)t1!b:oifl0... -· G•~1 ff 5-15 GAL TREE PLANTING ~~,u..~-= """' fW'l<,'/i..l. .~ !'UM1!:to. '!,J,,-,-~;.,.,,,;;,,g;;.,,..--.f'IN/1,// - SHRUB PLANTING ,,--------------1>-WN ~Me&--:;.!,,,d,"°''71'ca,e'"1~~;;;:;;:;::;::----'?H.J."..Ue,. e,~ ~ \1 1\'=''" -I''= ~~~![IT, , s11,1!= 1111= ~~ _lg ' LAWN CUT EDGE PLANTING LEGEND SYMBOL BOTANICAL NAME COMMON NAME 'EUC LEH EUC NIC FIC RET EUCALYPTUS LEHMANN! EUCALYPTUS NICHOLL! FICUS RETUSA Bushy Yat'e Nichol's Willow- leaved Peppermint Indian Laurel Fig MAG ST .MA. PIN CAN .-PIN CAN PIN TOR PIN TOR FLA RAC PLA RAC PYR KAW TRI CON MAGNOLIA GR.ANDIFLORA 'ST. MARY• PINUS CANARIENSIS -St. Mary•s Magnolia Canary Island Pine Canary Island Pine Torrey Pine SHRUBS. PINUS CANARIENSIS PINUS TORREYANA PH-ms TORREYANA PLATANUS RACEMOSA PLATANUS RACEMOSA PYRUS KAWAKAMIL TRISTANIA CONFERTA ACACIA REDOLENS AGAPANTHUS AFRICANUS CARISSA GR.ANDIFLORA COPROSMA REPANS •VARIEGATA' ELAEAGNUS PUNGENS ESCALLONIA FRADESII LANTANA MONTEVIDENSIS LINGUSTRUM LUCIDUM NANDINA DOMESTICA Torrey Pine California Sycamore California Sycamore Evergreen Pear Brisbane Box Acacia Lily of the Nile Natal Plum Mirror Plant SiJ.VE'!rberry Pink .Escallonia Purple Trailing·Lantana Glossy Privet ACA RED AGA AFR CAR GRA ·cop REP ELA PUN ESC FRA iLAN MON LIG LUC NAN DOM ,prT VAR ·POD MAC 'RAP ENC 'TRA JAS PITTOSPORUM TOBIRA 1VARIEGATA' PODOC~_.u,us MACROPHYLLUS RAPIIIOLESIS lNDICA 'ENCHANTRESS' TRACHELOSPERNUM JASMINOIDES ·Heavenly Bamboo Variegated Mock Orange Yew Pine Pink India Hawthorn Star Jasmine .VINES & ESPALIERS BOU S.D. CAL INE DIS BUS FTC PUM GRE CAF RIB SCA PRA COC TEC CAP BOUGAINVILLEA 'SAN DIEGO' CALIANDRA INEQUILATERA DISTICTIS BUCCINATORIA FICUS PUMILA _t;;REWIA CAfFRA .HIBBERTIA SCANDENS PYRACANTHA COCCINEA TECOMARIA CAPENSIS Red Bougainvillea Pink Powder Puff Blood-Red Trumpet Vine Creeping Fig Lavender Star Flower Guinea Gold Vine .Firethorn Cape Honeysuckle NOTE: ALL VINES AND ESPALIERS TO HAVE PROTECTIVE 'BOOT' INSTALLED AT BASE Of PLANT_ GROUNDCOVE-RS 1ACA RED APT COR DEL ALB PEL PEL PLANTING NOTES ACACIA REDOLENS APTENIA CORDIFOLIA DELOSPERMA 'ALBA' FELARGONIUM PELTATUM ANNUAL COLOR TSE PLANTING PLAN IS SETTt~G OUT ?LA~TS. SHALL BE CONTACTEJ TO ADJUST!o!ENTS. DIAGRAMMATIC ANO SHALL BE USED AS A GUIDE FCR PRIOR TO ?LANTING, THE ~ANOSCAP~ ARCHITECT APPROVE ALL PLA~T LOCATION AND DIRECT 2 ?LANT MATERIAL SHALL CONFORM TO NURSERYMAN'S STANDARDS FOR SIZE AND HEALTH. ALL PLANT MATERIAL SHALL 3E DELlVERED TO THE SITE WITH NURS~RY SPECIES IDENTirICATION TAGS. ALL PLANT MATERIAL IS SOB:EcT TO ACCEP~ANCE BY THE LANDSCAPE ARCHITECT AND MAY BE REJECTED IF SUBSTANDARD IN HEALTH, QUALITY, OR SIZE. 3. PLANT MA~~RIAL IS SUB=ECT TO CHANGE BY THE LA~DSCAPE ARCHITECT OR OWNER BAS~D ON AVAILABILITY OR FUNCTlCNAL AND ~ESTRETlC INTERPRE- TATION. 4. ALL PLANTING MATKRIALS AND PROCEDURES SHALL CONFORM TOLQCAL CODES. 5. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS SHALL BE THOROUGHLY SOAKED. 6. LANDSCAPE CONTRACTOR SHALL MAINTAIN A MINIMOM 2% DRAINAGE AWAY FROM ALL BOIDLINGS AND FINISHED GRADES SHALL BE SMCO~HEO TC ELIMINATE PUDDLING OR STA~OING WATER. THE LANDSCAPE CONTRACTOR SHALL COOR- DINATE WITH ALL TRADES AND ~INTAIN DRAINA~E DURING CCNSTfUCTION. 7. LANDSCAPE CONTRACTOR SHALL !lEMOVE ALL EXISTING VEGETATION, TR.ASE, CLIPPINGS, ROCK, AND OTHER DEBRIS IN PLANTI~G AREAS. RAKE AND FINE GRADE ALL PLANTI~lG AREAS ?RIOR TO COMMENCEME1'1T OF PLANTI:.G OPER- ATIONS. 8. PLANT PITS SHALL SE AS SHOWN IN DETAILS. • 9. ALL PLANT MATERIAL SHA~L BE DELIVERED TO THE SITE WITH NURSERY SPECIES IDENTIFICATION TAGS. ALL PLANT MATERIAL IS SUBJECT TO ACCEPTANCE BY THE LANDSCAPE ARCHITECT ANO MAY BE REJECTED :F SUBSTANDARD IN HEA~TH, QUALITY, OR SiiE. 10. PLANTI~G PITS SHALL BE 2 TIMES THE SIZE OF CONTlINER IN HEIGHT AND WIDTH. ?LANT PIT BACKFILL SHALL BE 1/3 NITRIPIED WOOD SHAVINGS AND 2/3 AMENDED EXISTING SOIL WlTH ROCKS OVER 2~ REMO"IGD. ADD 'AGRlFORM' 21 GRAM 20-10-5 PLANT TABLETS AT 1/3 DEPTH OF PLANTING PIT IN THE FOLLOWING RATES: 1 PER 1 GAL, 2 PER~ GAL, 3 PER 15 GAL, 4 PER z4• BOX, AND 8 PER 48• BOX. AVOID CONTACT WITH ROOTBAL~. 11~ DO NOT JAMAGE RCO':'EALL DURING PLANTING.ANY H.ANTS WITH DAMAGED ROOT- BALLS MUST BE REPLACED. 12. STAKE 5 AND 15 GAL TREES PER S~AKING DETAIL. 13. TREE GUYING SHALL 3E DONE AT LANDSCAPE CONTRACTOR'S DISCRETION (PER DETAIL). CONTRACTOR SHALL BE RESPONSIBLE roR ~REE STABILITY DURI~G LENG~H OF THE GUARANTEE PERIOD. 14. UL :OOXED TREES 'TO HA'l/"'E. A 4~ DIAMETER II.OGER HOI.E DRILLED THROUGH ANY llAlWPAN OR CCMPACTED EARTH I'ER BOXED TREE DETAIL, SEE NOTE 123. Acacia Red Ice Plant White Ice Plant Ivy Geranium Varieties to be selected by Landscape Architect 15. AU, PLANTING AREAS SHALL 9E "?RF.PARF.D BY RSM~VING ALL DF.BRIS, WEJ::IJS ANIJ RUCKS LARGER Ti!AN 2 rnCHE$ IN '.:•IAMETF.R. ANY LIVING WEEDS SHA.LL BE SPRAY!':D OU'l" WITH 'ROUNDUP' HE!IBICIIJE A !'ilNIMUl'. 0£ 1 WEE:,; PRIOR TO REMOVAL. FOR SLOP¥.S EXCEEIJI~r, 3:1 SOIL PREPARATION SHALL BE AS FO",LO\,lS; APPLY 25 LBS/lOCO SQ. FT. AGRJCULTURA.i... GY't'SUM 25 LBS/1000 SQ. FT. 16-U-6 FERTILIZER 25 LBS/1000 SQ. FT. SOIL SULFER IR1UGA?E TH!:: ABOVE INTO SOIL AND THOROUGHLY MOlSTEN SOIL TO A DEPTH OF 18" Pl<:IOR "I"O PLANTING. FOR PLANTING AREAS SLOPED AT 3;1 OR LESS, 50IL FRE?ARATION SHALL BE AS FOLLOWS: RIP SOIL It, TWO DIRECTIONS 'l'O A . MINIMUM DEPTH Of' ;,u BEl.O',, FINISH GRAD:::. RE.MOVE ROCKS & SOLID CLODS LARGER THAN 2 INCHES IN DIAMETJ::~. APPLY THE FOLLOWIN(; AMENDMENTS AND 'l'ILL THOROUGHLY INTO SOIL TO ELIMINATE SOIL LAYERING: ) Cl,. YDS./lDOO S\J. £-"l'. Nl"1'RIFIED i.ooo SHAVINGS 100 LBS/1000 SQ. FT. AGRICULTUPl,L GYPSUM 25 LRS/1OOO SQ. ~"r. SOIL SUU'ER 100 LSS/ lD_OO SQ. FT. "GROWPOWER FLUS" FERTILIZER roR LAWNS: REMOVE 2" OF EXI:'."rif:1-; SOIL FCLLOWnr. RIPPin.; AND RE.FI.ACE ,WITH A-1 WEED-FREE TOPSOIL. Tl.LL IN AMENDMENTS PER; T Al!QV:~~ - FOLLOWING AMENC'.-MENTS, SOIL SHA:..L BE IRRlGATEO, SETTLED, A:lD TH£ CONTRACTOR SJIALl. ODTAIN A MINIMUM O::" 3 AGRICULTUR!\L SOILS TESTS IN A VAR~ETY OE" J.OCATfONS ON THE s:TE ·ro VERH'"i PROPER EC, PH, 'fEXTU!i.£ & FERTILITY. RESt:LTS SHALL BE SUPPLIED TO LA.~DSCA?E ARCHITECT • 16. SHRUBS ANO TF.EES SHALI. BE UNDER PLANTED WITH GROUNDCOVER AS SHOWN BY ADJACENT SYMBOL. 17. GROUNDCOVER SHALL BE PLANTED USING TRIANGULAR SPACING AS NOTED IN LEGEND. , 18. VINES AND ESPALIEP.S SRA.LL BE SECURED TO ADJAC::::NT FENCES, POSTS OR WALLS USING VINE, TIES. ~MOVE. Ni;rP.SERY STAKE OR TRELLIS. 19. . LANDSCAPE CONTRACTOR StlALL MAINTAIN ALL ,P!.ANTINGS FOR A PERIOD OF NINETY (-90) DAYS AFTER COMPLETION. ALL AREAS SHALL BE KEPT CLUIN, WATERED, AND WEED-FREE. ALL DEAD OR DYING PLANTS SH),.LL BE REPLACED CUP.ING 7HE MAINTENANCE PERIOD. ·20. CONTRACTOR SHALL GUARANTEE PLANT Lml'GEVITY i\S FOLLOWS: TREES - ONE YEAR, SHRUBS & GROUNDCOVER -THREE MONTHS, 21. PiUOR TO B.ic:GINNING ¥lORK, THE LANDSCAPE CONTRACTOR SHALL CBTAIN A LE'I'TE!< FROM TH!:: CIVIL ENGINEER CERTIFYING THAT THE GRACING HAS BEEN COMPLEn:~ Pi::R PLAN AND THE DRAI~AGE FUNCTI:)NS AS DESIGNED. -22. AT 30 DAYS, 60 OAYS, AND 90 DAYS AFTER PLANTING, BEST FERTILIZER COMPANY'S 16-6-0 OR EQUAL SHALL BE APPLIED AT :THE RATE 0~ 6 LBS. PER 1000 SQ. F'T. IN ALL PLANTING AREAS ,AND WASHEQ INTO SOIL, 23. PR.IOR TO PLAN'rUl., PERCOLATION TEST }OLES TO BE DUG AT I\RF..AS It£oICAttn ON PLANTIN:. FLANS. SIZE o~• JlOLE 24x24,t24".-HOU: TO BE FILLED WlTH Wl'!'ER AND DRAINED Wl'fHJN 24-HOUR PERIOD. RESULTS GIVEN TO LANDSCAPE ARCHITECT FOR AFPROI/M,_ NOTE: MAXIMUM LAWN SLOPE SHALL BE 3: 1 (WHERE APPLICABLE SLOPES WILL BE EXTENDED TO SOFTEN EDGES FOR AESTHETIC VALUE). SIZE 5 Gal 5 Gal 36" Box 24" Box 15 Gal 24" Box S Gal 15 Gal 24" Box :J6" Box ·24" Box 15 Gal 1 Gal 1 Gal S Gal 5 Gal 5 Gal 5 Gal 1 Gal 5 Gal 5 Gal 5 Gal 5 Gal 5 Gal 1 Gal 5 Gal 5 Gal S Gal 5 Gal 5 Gal S Gal 5 Gal 5 Gal l Gal Flats Flats l Gal 4" pots COUNT HYDROSEED LAWN MIXTURE: LAWN MIX- Fine leafed Fescue -'Tournament• Perenial Ryegrass -1 Derbyi HYDROSEED SLURRY COMPOSITION: - 6 lbs/lilOO Sq. Ft. - 5 lbs/1000 5.q, Ft. A. Seed mixture at required rate per 1000 Sq. Ft. 8. 1500 lbs/Acre cobweb mulching fibre C. 4 lbs/1000 Sq. Ft. 10-15-15 Pre-Plant Fertilizer COMMENTS Standard; Ht 5'1 SP 2.0• Standard; Ht 5'1 SP 2.0• Low Branching; Standard,. Ht 131 ; SP 6" Standard; Ht 7•1 SP 4 1 Standard; Ht 6'; SP 2' Standard; Ht 8 1 ; SP 2• Standard; Ht 4'; SP 1.51 Standard; Ht 6'J SP 2.0' Multi form; Ht 9'; SP 4' Multi form; Ht 111 ; SP 7 1 Standard; Vigorous Standard Full and Bushy; Vigorous Full Clumps Full and Bushy Full and Bushy Vigorous, Full Full and Bushy Vigorous Full and Bushy f"ull and Bushy Full and Bushy, Shrub Form Full and Bushy Full and Bushy Full and Bushy Vine Form; Min 6 1 length Espalier Vine Form; Min 6 1 length Vine Form; Min 6' length Vine Form; Min 6' length Vine Form; Min 6 1 length Espalier, Vigorous Espalier, Vigorous Vigorous 12" O.C.; Vigorous, full Flat: 12" O.C.; Vigorous, Full Flat: 18" O.C.; Red and White flowers; Vigorous . Year-round Color D. 6 lbs/1000 Sq. Ft. E. 4 lbs/1000 Sq. Ft. 10-15-15 Post-Emergent Fertilizer 10-14 days after planting 20-6-10 Post-Emergent Fertilizer 30 days after planting NOTE: 1) Site to be weed free, irrigation system operating with soil moisture penetrating to a 4" Depth prior to Hydroseeding. See Planting notes 5 & 15. 2) Do not apply post-emergent herbizides for three months after nlantino. f'F,a..\E.G-1 ~ f'I=.-Z..6<.-::0 17R'WI~ * Z'?:2. -46 ..,-1'-X-..,-+ c,,"f-6'!-Z~ Nor· FOR CONSTRUCTIO -' ' ,.. ". -----~ ,o,#.~; ;~·j 1~,I' ~~--, _ ~ ,~j<·:{~ ~ '~-,~·~-~ -.. C ~ :t ' C ' - .i L GAR'!' R STONE #12Q7 ASLA GERAL0 B. FISCHER #l2TI ASLA P-6 / I') la-Al:-".::f,,._ "::WITC-Hlt-¥.> 11-,..1 ~I:-COL.l.it1N 2.) ff'(Nrl71:,. e.. ".>Wifct\lY:> ~ ~UT ":,'/'511!.n IN '?Pr--~)fi!D,/IDt... fOI:. ~!'T~ fW,<.11.~ 'U-Of:.l>lt-1'-~ "f) GCflNC> lb ee.. '='l't-r -ro r!Pfc.H 1"1--"' i,J lDl--t.,. ?) l,,)Hrre.. ~ fOOI.,. ( ~I--! 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