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R_5563_S
Cl) \; r ri:i ---, "'\ • " ' .,,_ 0 I 0 I '=-i ' Ul -- z '-oo 0:, l\) u Cl) ~l -J: 0 I m m .,, --< Is' c,:, ....;A, ~ ' I~ DATE 6/3/87 ,_ .. . . -·. ,__ --.--~ ... ----~------ --· ----·--···· .. , .. lL , .. -= ,-,....,c,c MATCH LINE STA. 167 + 00 -• }[ H1°i~ - (_ )> :5'. OJ 0 :a m m :a 0 )> 0 -. 1 1r, II~ YII //: B·o :--! 1/i I i ... , \ I .: : »· ,·o··' \ ·. ' ·, ·: " , • I I • ·' 1 ""'i )) /I ~ 11W lr 1_ ------ --- . Ull:•P:JI). J :\ ~l:DJI)) ' ·,. J f •. , 9K\ '·.O._ .. ,'/k. . ..:..:., . / ,///:~~; ~\ 1.0· I . • ) ·., . . . . ------·-- I~!( ~.• iiB-~ --------i ' • . .. i~ -.-o' ·.-, S .,q y v; '2 lv Vlt.,qy f REMARKS ' I I -·---:----------· PLANTING PLAN · ---. ----· -. ·- I I ---~~--------------------~-- I -----·-------------------. ------------------;---. ' ---""""""' ... --·--- ' ' '-.-- [J\ [J\ -\ m )> m 1 ll (l1 m 11 a m \\ '\] lJl ~ ~ < m .1 m z -, - -• r f\l ► ~ [ ' lJ) z () I l\\ lll f1l ~ rn IJ t ~ [ IJ }> 3 OJ )> ;u (J1 -l -{ ill )> C\ 11 r C )> ~ r I:) ► ,-~ (_ )> :5'. OJ 0 :a m m :a 0 )> 0 \, / /11. ·o·, ) , . . . •( ~ /11-:-·j ( -\ ( /~t:Ib) i7 /\~~ ) ·•~· . J ' . ·I -:-<:1 .. ' .. 0-. ·. - \I \to:: \\ '• . \ ! \ ) • ~ .·:, ) \J ~\ ·' \ ::1 -oo~' ~~ . ~\\ '\) ·~~···. I .. , -. \ • Q' \"'-• .-.:_., j .o.: '-:'"I. I • \ ) ?~-oc :\\\\~;\fl 31'1\I 1-1 - oO + ''sf ).S t9> ►s~'? >_,,>.,,0~0 JAMBOREE ROAD ~~l&!Rl@k~~., W~U@1lb &., JA~):Q{I/A\ lfls® MEDIAN LANDSCAPE DEVELOPMENT lb/~~~@©;y~~~1f ;,~~©~llfr[f@; ITt)J.!fil /! 1;'11/~~~l~H~© BETWEEN EASTBLUFF DRIVE NORTH AND BAYVIEW WAY -~k-~) (i/.:.\l~l!JU:.\(£ /,:\W@~I~~ l~1i1@lil ll II:£; il(:Ji.,& @.'@@TTli1 IM;§t:..\. (f/:..\(\Jl~@f~l~lV:..\ @@(;lr.J(~ (Ur ii~\)) ~°:4\\!'v .-~it~.14~ -• . . . . ~ --. rf P, I / $<> (feij ~-~ ... 6' •. / ~ I 0 0 + 40.0 ,-. "' - <! ,v,1'11 ll•~ !ii t • w z ;1.-----_J w--: af4'_1i" :,:: --~-() I Z' !;;= :;, I ------------ \ \ \ \ \ \ \ ,, ,r \ •it -----\ \ \ \ \ \ \ -· ~ -- \iz".\ f4'y 'o/4 't,' JAMBOREE ROAD \ JAMBOREE ROAD POINT OF CONNECTION -CONNECT TO 1" WATER METER EXISTING HATER PRESSURE: 110 P.S.I. STATIC ·30 P.S.I. HIGH OEMANO SYSTEM DESIGN PRESSURE: 30 P. S. I. PEAK IRRIGATION DEMAND: 20.0 G.P.M. I .-.-.--,Ja __ .--,z.' \ -f-~--.--(!"-,.i \_r __________________ , __ ..,: ---·----- POINT OF CONNECTION -CONNECT TO 2" WATER METER EXISTING WATER PRESSURE: 110 P.S.I. STATIC 30 P.S.I. HIGH DEMAND SYSTEM DESIGN PRESSURE: 30 P.S. I. PEAK IRRIGATION DEMAND: 52.0 G.P.M. SCALE: 1"-40'-0" @ ~ ~ ~ I ~ @ co: fl ~. i 7'.2 ~ F,/' "" I ~ r:= 1,~- @ I!!) 1:= ,c ~ or: ~ I "" 1'.C @ID ~ :ir: I @I : _, Zc (uUI di 0 <( 0 cc w w cc 0 ca ~ <( ..., I-z w ~ a.. 0 _J w > w 0 w a.. c3 (f) 0 z <( _J z <( -0 w ~ I ' z <( .....I .c.. z 0 - ,x1 ~cc-·~ '~~ ~ ,~~ " " @ si! ~~ 61 "' ·- '"' "' ~ ::s:•r,; ·-"1 \~@ @_ ~ ~i @!.!:. ~ ?I=: ~~ cg., (0 --:.! .: _..c:::J 3@ I~ l!!,I ~ >:= (0 :3 ~! ,, ... ) (0 ~ 5 5 w -> ~ m 0 z <( z w I w ;:: I- .... a: w CD 0 z w > a: 0 LL LL ::::> _J m I-(f) <( w l ! - - - ------1-- "' "' a: <! :;, w a: w .... <! 0 ,-. "' -'" -"' , i I I i ! ' ' I I ' JOB 8.88 J·,, NO. IP-,;-,IP'J ·'$ SHEET L-2 2 OF3 .. ) $0 0 ~ ~ ¾ ~ (s> ~ ~ 0 ~ .I ) ~----------: 1 4 7 C~l,.JN ,:7F l"'L-AN-r -ri::> e,e. P..Ar,..rrep t/,Z," A~e !'"IN, Ctf'Z, ep~::,-:::,co e>A'::>IN "-'/MUL..CH O),.J -rof'i;See ~- f"'lt,ue1-1eo c::;~oe ~AI..J.-. WATI:R ~p ~l"'AReD f=,~FIL.L. '---':::•'"' r::,ee eFECE,,"> • FiF'ML-Y COMf.:bcti::c::> -ro AVOIO 6e'TTL..-IN9, -----,NATIVE. e,ARTH STANDARD TREE PLANTING -r!NIS/1 tl'J1Dl .8RA-;S t°lf'f. ~-iJll/LlY ii>' sy 'Y':$.'.-t1111er w,11, KXJmt'Sh m/17. mone/ St'/'t'f'/7. I L-------------.J ~ "~W11,, IPI.E -CONCl'flf 5Tll.5liLIZU---\~; ,'-------ll'Y'-!l-r-l f'VC M4/lf TO'--' .5YSTcM REDUCED PRESSURE BACKFLOW PREVENTER ......,.,. IIIPPl-2 -r,; Br: te. e, ~ 6l"mi,!i.T 6.LL IUJII Ulla PIPI IJG, QUICK-COUPLING VALVE II N.T.S. II-DI 11 N.T.S. 1w1 N.T.S. 8 z· f I) ill _, ~; 15""6-L,-U,'!!!?,,(-lo1 W'-6€-i'b--B' 24-IJ -~!I ~ -12,' ~e: :SG:'i,vx..i, L.·r er ""'ll-f ---- PREv,>;,c, N""J WIN 0 TREE "Tl'<:UNt<:. -' ',.,--~-2URUBE:>ER "TiRE. . Ji \ TF<'-:.e 17E: A"=> NFC,-r. -,!<----,~-,j!·,-. \ / e,y CjRO-"='iRA1c:;HT --144-,Z.. 1'1A-ZAPA PR, _ :"'\ /.>.......__,.,.....~ hJALNU~ C:::.REf=K1~ +----'-~-,;'>-_'il_f ,Z..-e,,a c::;.,,o,J-V. NAI ~ in lif-------L-OOC,EA::>L-E F"!Ne 'oTA"'-E' -~ <I> MJN. ' 1_-FINl';c,HED 9F<ADe -. ' I : r II .._ __ .,11 II I 11 I l II I ---:r' TREE STAKING !,IDUW..,l.l(. oa cu1>.e. ----. FINISI-I C.P.ADE t---PVC. &C.~El)llLE Bo NIPPLE 4 11 ~lN\MUf,11. L£.Nu·•n.1, l'-l>ll.l.E'lt qo• STP.EE:t 'ELL7\ PVC. SCII. 60 HIPPLE-1,• \.0HC, . MAIi.i.Ell qo• STll.Eli't ~ ._r--, J---PVC. "! • T ~o• ELL L.A'TERM. L.IHE PIP£ AHO FITTIN<; POP-UP SPRAY HEAD I SYMBOL I MANUFACTURER I MODEL NO, II DESCRIPTION II NOZZLE II RADIUS II G.P.M, l~I PATTERN II N.T.S. l[DI II N.T.S. l[i]I I [I][TI 570C-4P-CV 4 n POP-UP SPRAY 10° -HLA 00[80.00 [lOo ~ALF 570C-4P-CV 4" POP-UP SPRAY ADJ, ARC 1. 90 30 ADJ, 0 GRISWOLD 2000 SERIES ELECTRIC VALVE SOLENOID CONTROL VALVES (SIZE AS NOTED) CD RAINBIRD 33 DNP NON-POTABLE QUICK-COUPLING VALVES (LINE SIZE) 181 FEBCO 825Y REDUCED PRESSURE BACKFLOW PREVENTER ~ NJBCO T-113 GATE VALVE -(LINE SIZE) 1B] EXISTING METER (BY OTHERS) APPROVED NON-PRESSURE LATERAL LINE -CLASS 200 -SIZE AS NOTED ----APPROVED PRESSURE MAINLINE -PVC CLASS 315 -SIZE AS NOTED -----PIPE SLEEVE FOR IRRIGATION MAINLINE, LATERAL LINE OR CONTROL WIRE ----- INSTALLED UNDER PAVING -PVC SCH. 40 ,,.,,~INDICATES AUTOMATIC SPRINKLER CONTROLLER STATION AND FLOW IN G.P.M. ~INDICATES ELECTRIC CONTROL VALVE SIZE IRRIGATION LEGEND 9 ------------ QUANTITY SIZE BOTANICAL NAME COMMON NAME REMARKS TREES 26 30" BOX LIQUIDAMBAR STYRACIFLUA 'PALO ALTO' AMERICAN SWEET GUM MATCHED STANDARDS SEED LAWN LAWN "4 I" IH LAWN AP-E..46 2: 1 ... E,A.OUNO GOVER AAEAS I 'TALL' FESCUE SEE SPECS PLANT LIST E-LE.C.Tli!IC COIITltOl. \/Al.VE -f+-J p,,c MAl.e. ADAPTE.R G'(P.) RE.O 0RICK (-,YP.) ---,,. TO SPIZtllKU.llS -AIIGLE PIPE TO fl~CIFIED DaPr~ ,.f~==~k::i-..J:jJ_~W~ITM 46• i,,l.LS 4 REQ'D. <o' OEEP PEA C.IU>,VcL COMMOII Wll!.G TO 011\Efl ~;;• VALVtS OIi SAiA!,. CONTltOIJ..a! PVC $Cl!EO. 40 IJIPPU.-J(.;:.¾;1-,;'!, COIITIZOL Wlli!ES TO COIITltOLLER. ELECTRIC CONTROL VALVE 1. ALL POP-UP TYPE SPRHJKLER HEADS INSTALLED Ill SMRUB OR GROurm COVER AREAS SHALL BE INSTALLED so THAT rm: TOP OF THE SPRINKLER HEAD IS I" ABOVE FINJSH GRADE. z. All POP-UP TYi>E SPRINKLER HEADS ltlSTAllEO rn LA\m AREAS SHALL BE rnSTALLED so THAT THE TOP OF THE SPR!Ul;LER HEM lS FLUSH WITH ADJACE!H SIDEWALi; OR CURB. 3. IN OPEN SEEDED LAWN AREAS SET TOP OF POP-UP TYPE SPRINKLER HEADS J" ABO\IE Fl!/JSH GRADE UNTIL LA!.'N IS ESTABLISHED, LO'.lER!tlG OF ALL LAW/I HEADS BY THE IRR[GATJOll CONTRACTOR SO THAT THE TOP OF THE SPRINKLER HEAD IS 1/4" ABOVE Flt11SH GRADE, SHALL BE ACCOMPLISHED WtTHltl TEN (10) DAYS AFTER NOTIFICATIOtl BY THE O\INER'S AUTHORIZED REPRESENTATIVE. 4. All SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. 5. THE SPRHlKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE ANO TH£ MAXIMUM FLOW DEMAflD SHO\IN ON THE IRRIGATION DRAWINGS AT EACH POHH OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WAHR PRESSURE ltlDICATEO ON THE DRAWIUGS AND TI-JE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. 6. 120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER, 7, THIS DESIGN IS DIAGRAMATIC. ALL PIPING, VALVES, ETC, SHO'AN WITHIN PAVED AREAS IS FOR DESJGtl CLARIFICATION ONLY AND SHALL BE ltlSTALLED IN PLANTING AREAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRHIKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. 8, THE IRRIGATION CONTRACTOR SHALL FLUSH AND AOJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TD PREVENT OVERS?RAY ONTO WAU:S, ROADWAYS AND/OR BUILDINGS AS MIJCH AS POSSIBLE, THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE cmmmmis AND TO THROTTLE TH£ FLOW CONTROL AT EACH VALVE TO mmrn· THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. 9. DO NOT WILLFULLY INSTALL THE SPRIIIKLER SYSTEM AS SHOWN ON THE ORAWHIGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS. GRAOE OIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE nlGINEERll!G. SUCH OBSTRUCTJmJS OR OJFFEREUCES SHOULD BE BROUGHT TO THE ATTENTID!i OF THE Oi.NER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION COllTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 10. JtlSTALL All MATERIALS ANO EQUIPMENT AS SHOWN It/ DETAILS. USE TEFLON TAPE OR TEFL-ON PIPE: DOPE ON All MALE PIPE THREADS ON ALL SPRJNKLER SWING JOJNTS AND VALVE ASSEMBLIES. 11. IT IS THE RESPOJISIBILITY OF THE IRRIGAT!Drl CONTRACTOR TO FAMJLIMIZE HIMSELF WITH ALL GRADE D[FFEREtlCES, LOCATIO!l OF WALLS, RETAINING WALLS, EiC. HE SHALL COOllDINATE H!S WORK WITH THE GEtlERAL CONTRACTOR Mm OTHER SUB-CO!HRACTDRS FOR THE L0CATJOl1 MlD THE !llSTALLATION OF PIPE SLEEVES THROUGH WALLS, UIIDER RDAO\.IAYS. PAVIIIG. STRUCTURES, ETC. 12. IN AOOITIOU TO THE cmnROL WIRE SLEEVES SH0\."!1 Ot/ Tiff DRAWl!lGS THE IRRlGATIDrl CONTRACTOR SHALL BE RESPONSIBLE FDR THE INSTALLATION OF CONTROL WIRE SLEEVES OF SUFFICmn SIZE UllOER ALL PAVED AREAS. IRRIGATION !NOTES -~--·· I ·N.T.S. 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