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DWG 0; PDP 01C; ENCINAS WATER POLLUTION CONTROL; 01-16
' rJf ' . a N :>-x ~ > ::::) (/) a: 0 ll. z ~ ..J :.: --, J: C, LL w C u Ill < --------------------~-------------------------------------:-----~---------------------- 0 S -150 S-300 i : i TB \ \ ( 32 6 1, k ' ; j ( 33 3\ . ' REV. DATE BY . I I ii :, i 4.4 • ' 1 DESCRIPTION I I L----.--49.5 ASPH •35_3 35.l I I -, ,-----, 493 ,---....... _J t 1 • . 49b L?'----L ____ j 48.5 ,48.8 • • 3 4.6 49.4 • j!c'.ltl 3 . I 3 • 33.9 I I -44'.....+--..:::..,.:,-1. •34.5 ASPH I __,,,,=:---__ 3p _ -I • -~------...J 34.5 • t,. 33.8, JII ' 1111111'11.- Ill 1111110 '31.6 ASP x3Q5 I IIIIIIIIIIIIIIIIJIIIIIIIII _ ...... _ 30 El • I. J / \IO ,4 : I / I :/ / f I I, 1 j 1 I! I ;· i I ,, i / I 2 7 • o, 10 2 56.4 • 0 "' • ' ... 0 0 co ' ... l I I 55.9 • •55.6 55.7 • 0 r--- ~o 0°'!4.l •::11~~ -CONC t:f1- t + t + ,:~""i __ ._~'!> ... : •... L-.....ll-~_7js_:/-;{\-:-~J ??='/ ASPH ·:.·.-';• SCREE NI NGF-, eu, L-01 NG 29.0 29.o . /8.9 28.9 • x28.9 ~RIT CH .A.tvl~RS28_9 , ,26.6 0 ■ 3.4 • • I --e,._ 0 --------L:. . ..-:::-+·1<:1 I I •8PR.1 -~. ; \ 5.8 : I I I I l I O 0 ~'( NO. I 6.6 C RI NO . NO. z 3 6 .5 0 0 ' .9~ IER I NO, NO. NO, 4 s •• .. SPH --I -• • 26.6 -I 3f9 t; I I ASPH x33 6 • 3,9 32.5 • =----~====:::::::=.::==~- -+----~-·---------------· ----35.2 -~--------~--~ 34 ,6 34,2 ,...__...,, 35.3 • MAINT.J eLIILDI , ~ ,33 .6 ', /! i -} ASPH POWER. f::>UILOI ASPH ,32.7 0 x3 2 9 /! __ ,,.• i 0 cu;ESTER. N0-4 0 I 1111'---+-" I L __ 336, 0 ?LANNING DEPT, · Match line -s·e sheet L-2 J-'/z: • DESIGNED .P.W . DRAWN 0-H- CHECKED the Keith Landscape Architecture, Planning and Urban Design F h 415 North El Camino Real GreR~9p San Clemente, California 92672 \JU Telephone (714) 498-9102 CALicense l103 .JOHN CA.ROLLO 'ENGINEERS PHOENIX AZ • WALNUT CREEK CA SAN BERNARDINO CA • TUCSON AZ SAN DIEGO. CA • BAKERSFIELD CA Note: EXISTING IRRIGATION TO REMAIN ENCINA JOINT POWERS 9AN DIEGO COUNTY, CALIFORNIA 'For irrigation legend see sheet L-5 ENCINA WATER POLLUTION CONTROL FACILITY PHASE IV EXPANSION IRRIGATION. Pl 4 N --• -------: ' -,· ., i ! ' i ii ·: . I -' . . ; I 11 = 301 32.6 I • I 9 -1 JOB NO . FO 2988 ( DRAWING NO. SHEET NO. L-1 a OF PDP-I (c~ I a) N >-x 3: > :) Cl) a: 0 II. z ::E ..J ~ --, :c Cl u. w 0 0 Ill < co >- IO I '° >- r----------~~t=. ~::::::====~---------------------------------------------------- ~C)() S-45 0 5·600 31.4 • 32.7 • ASPH TB 33.7 • 31.4 • 31.5, .31.3 I 30.6 I ,30£, • ASPH 130.6 I I • I I REV. DATE BY c'.otJ i-JEC,,, POf'-T1otJ Of-E'.,£.i~l>Jll, MAl<JL-1 ,JE;.. MC> M,,,.t<-£. f,O,C., WHr..l"-e->7HoJ.JN, I 29.6. 28.8. c: ~8 ...,.:...,.,.,L--_· ~1.__ -, , : ·-:: . .-. :: . .-::·:: ~=-=::;1 _7 ___ .2_0.4__. 11 ~t"'"',..:,.•·'""~,} ·l''L't ...... :::;1--:,:-::~\, t?.91 I 21 .... ~"1 . . . . ... . . I I ~ ·~~:..~?l'rr'.·,~"~·· ... •· .. :\i .. ·.;.i.• .. : ... • .. :.·' .. ,.:.•••./.•.·., I 1 ,j,-~: ·~:~ -7 ~: · . .;,_•.:•: ::e'r.?i::'. +:= .. · . -~-.. . 1JI( .-.-. . ·~···.·~· ... -· •• •··.·?:O:.·::.::-:::.·-:_~:-.-:-\•;:, 2 2 I 214 ·• · . .~r. ',f:111Ci(t-Je.~n •':,: .,.pH : I,,' ,, :· ".' • .. ,. ~:;' ;q1ilif 1i ~~c~f....,,.......,...,-.-.,...,ri-.-;f .... 278 '.':'i : ; •, ·: • ,.,.,. x :<<•:~:.r.: " .. . ' .. ... ,~ 27.4 -~I<;' •16.4 26.lf 26.8 • • 28. •• / ~✓ • 1 .... 1~Jt~:--:J;it:--ffir~_::-.... --:~~~:-;:-.---+jt::::~2:,~"i:-_..:~:-'--=.,,:.+-1----:::-=------.-25_3_1 _____ .,,.,,...,...-+--.,,.,4,,,..ji!14--... I \ \ I I ' \ \ \.\ \ 10.z \\ \!l\' (t ~ . ' ' \ I' \ I r· \tt "' i "' "' <) '" <) " 1li ; I I' SECONDARY CL.AR.I F18Rl NO,B 20.8 I .21.1 ~~::::===· ·==--==· :;::":::· -~:·.(· 'i·j·:; ·.-:/) >>/\·~ .· .... -~ . . ; ~ .... . ' ., '.~~:{~0':;~;<_/:_:\ :.:/t ::-•\:. · ::'\: -·i~t5.:-'.,::::' ,21 7 :-/(-'.'.·:?:··· E.COt-,.\DA: 21.8 • 21.9 X RI~ R N0/7 \ ' X 224 .;_;::; ·:x;(:/?f-' . . ..... ·. : .. ' .. -· ... ..... ~-.. ·. _: 3 4 0 A SP H -:22,2 Match line -. see i.heet -;iii''"': Match line -see sheet L -1 I' 28.6 ---.....----- SLUDGE ,284 28.6 DeWAT.E~ING • ~ILOING ~ ~ ~.9 lJ .27.2 27.7. 27.8 • 27.7 ------ASPH 27.6 275 27.2 __________ _2I..2..,_ __ 26.5 X iz.. t? •23.6 26.5 54 X 25.8 31.6 • 32 .2 • •20.1. .zs.1 182 • , 2 .6 ASPH .9 • I • 27.4 • -z. 0 ~ ILi -c{ 31 268 ' 2 • I ' -OIOiE-S: ER -----WJ.~ •18.9 j 26 5 a 'Ii- <:i 5 z g ! z i ~ \ For irri~ation in this area see plans by The Keith French Group dated 2-22-89 32.8 31.6 l 3 1.6 c7 ' ' 31.2 • I Note: DESIGNED p.y.j, DRAWN I? i,../ , CHECKED DESCRIPTION . the Keith Landscape Architecture, Planning and Urban Design Fre h 415 North El Camino Real G nC San Clemente, California 92672 RCDJP Telephone (714) 498 -9102 CALicense 1103 1 JOHN Cl> .. ROLLO ENGINEERS PHOENIX AZ • WALNUT CREEK . CA FOUNTAIN VALLEY CA • VISALIA CA SAN BERNARDINO. CA • TUCSON AZ SAN DIEGO. CA • BAKERSFIELD.· CA EXISTING IRRIGATION TO REMAIN ENCINA JOINT POWERS !iAN DIEGO COUNTY. CALIFORNIA For irrigation legend see sheet L-5 ENCINA WATER POLLUTION CONTROL FACILITY PHASE IV EXPANSION IRRIGATION PLAN ,'(' I' 30 4 • 29.2 • ,.,.c J 30 5 • ; ! ' ! • ' I I i i I '' I . •() J _i ~I. '' ' JOB NO. FO 2988 ORAWING NO. SH..{ET NO. L-ii! a OF PDP -I (c) A \ ~ ~ 6' I ~ N :>-x ~ > :::, CJ) a: 0 a. z ::i: ...J l<: -, I (!) u. w Cl (.) III c( 115004 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ~· ■ 'Jlq' ~ ~ ■o ■a> ■.o ■ Q) ■O> ■Cl) ■I Q) C: ,. .5 39.5 • I 17'7 ® 1i-' /4i'M Z-" - I' /1.5 I I I I I I I TB 2 1'r\' REV. DATE 0 \ - DESIGNED P-H· DRAWN D-~- CHECKED BY DESCRIPTION D~TE t -,z..z.-8 "I 3 2 1 -------------------...... ------------------~------------------· . . . _,:. ··ir::_:}::_: :'.· -2if ·:.,., :_'.;): ::; \:-. ,: :; :r:;{~/ :J : -.: z:1-t a,;>5 . . '·.•o-;,;.,.-.; ·: .. >*.-._: ·.,• 22.4 • ··.~·. ·:.,::,_.; ------- A SPH 22 .3 I" 6.6 Yl,'--NLD_,.,..A '.:.\(:;}(J:.{j.:'} FIE.R - Match line -see above left •••••••••••••••• ••••••• ,. \,,' "¥' "I/It' ·q -------------- • 6.7 /../"I t:"18 l"M ZJ' L aa 1' ••••• >A theKeith French GRCllJP Landscape Architecture, Planning and Urban Design 415 North El Camino Real ·JOHN CAROLLO San Clemente, California 92672 Telephone {714) 498 -9102 CALicense 1103 SAN BERNARDINO CA • rucSON AZ SAN DIEGO. CA • BAKERSFIELD CA • 6!1 5.3 25.5 • • .5 N 25.6 • ri'i' i ----- ENCINA JOINT POWERS 9AN DIEGO COUNTY , CALIFORNIA Note: ,26 .6 26.3 /' I = ~~'Si For irrigation in this area see plans by The Keith French Group dated 2-22-89 EXISTING IRRIGATION TO REMAIN For irrigation legend see sheet L-5 ENCINA WATER POLLUTION CONTROL FACILITY PHASE IV EXPANSION IRRIGATION PLAN MOSCA ~-t,, No. 1103 1ci JOB NO . FO 2988 DRAWING NO. SHEET NO. L-3 a OF \ I N > )( ~ > ::) (/) a: 0 ~ Z ' :I ..J. ~ .., :r C, II. w 0 (.) Ill < ,. ... :,4•_,..,~-°" I.ARGIEJt' ISOMETRIC ,,--NOIH'fESSUfE LA TEW. I.ME ~=---7"--CtEAN IIACICFI.L MESSUfE SIJIW. YI.ME ----CONTJtOI. MIES -WDTH AS REOI IREDi .,L-----INITIAL INSTALLATION ,,__--POP-UP HEAD AFTER LOWERING (FINAL) 3/4" ABOVE FINISH GRADE --SIDEWALK, CURB, ETC. .. \....----FINISH GRADE /r~'f-::,.------PVC SCH, 40 STREET ELBOW -------PVC SCH. 80 NIPPLE, SIZE AND LENGTH AS REOUIRED r_J_~----------PVC TEE OR ELBOW S,cS,cT -----------PVC SCH. 40 STREET ELBOW ----------------· LATERAL LINE NOTE: ISOMETRIC USE O·. _PIJ_'PE_DEP_TH_,_N_I_H_ENC_HE._S __________ _ 110 SCALE TEFLON TAPE ON AU. THREADED FITTINGS O.___:_P-=-O.:....P·-=U:.:....P...:.H='E::...::A=D~ ____________ _ NO SCALE ISOMETRIC «1•1/2" ',---FWISH GRADE, LAWN AREAS · ----FINISH GRADE, SHRUB AREAS '-<-----ROUND,PL.ASTIC BOX AND COVER COVER MARKED: '1R/GA TION GATE ,~\--t-----HAND WHEEL OR BRASS CROSS HAID.E ,,_ __ PRESSURE SUPPLY LINE (SEE SPECSJ _,,.----PEA GRAVEL (IIJN. 2 CU. FT.) :Q---,-,G-,-A __ TE_V._:A_L_VE _____________ _ NO SCALE _r--llfOUNT AUTOMATIC CONTROLLER IN 3/18" STEEL PLATE ENCLOSURE SECURED ON CONCRETE FOOTWG,COLOR CODED MAP FOR VALVE LOCAT10N INSIDE (SEE SPECS.) ~--LOCK COVER ,._ ___ COMMON WllE SHAU. BE TED INSIDE HOUSMG WIEN REQUIRED ~--ON-oFF SWITCH TO BE PIIOVDED BY CONTRACTOR ,,----CONCRETE FOOTING· INSTAU. 8" MIN. ABOVE GRADE AND SLOPE CONCRETE AT 2% TO DRAM ,,----FNSH GRADE ..----ltLECTRICAL CONDUT TO SOURCE (CONTROi.. UNIT ELECTRICAL REOU'1EJIENTS: 116 11olt , 60 c:ycla, 2 -. MAX) -~'---------B.ECTRICAL. TAPE -TAPE WJilVG AT INTERIIALS OF 12" O.C. ~-----I COMMON WIIE TO AU. RCV'S NOTES: '--------I CONTROi. WllE TO EACH RCV I. C01tfltfON W'1E TO BE WHITE AND ,.__ ____ CONTROL Wlil\lG (AWG. II=. #14), SECURE TO CONTROi.. W1'IE TO BE BLACK IN COLOR CONTROL UNIT AT TERA9'1A/..S PIIOVIJED IN CONT1/0t. UNIT -UM.ESS 011ERWISE NOTED 2. NO SPUCES SHAU. BE MADE BETWEEN CONTROUER AND REMOTE CONTROi.. VAL VE 3. C'ONTROL W111NG SEOUENCE CORRESPONDS TO OPERA71 NG SEOIENCE OF REIIOTE CON11IOL VALVES AND Al/TOMA TIC S1"IINK1ER CONTROL UNIT STA T10N CONNECTION (SEOCENCE SNOWI\I ON DETM. IS FORIIEFERENCEOM.Y, SEE IRRIGATION PLAN FOR CORRECT VALVE SEQIBICE} ISOMETRIC AUTOMATIC CONTROLLER IN ENCLOSURE NO SCALE v'ETA IL COf2° EC. T ION5 TB REV. DATE BY DESCRIPTION .. . / BULDING, WALL, ETC. . . , .. '. =-+----+"--:---SHRUB HEAO •· . . •· • ---FNSH GRADE o-H-+------~ PVC SCH. 80 NJPPLE l'ti:tf-+-------CHECK VALVEr;;;;;-;;;E~.......__, ~____,o ---½-------/!VC SCH. 80 NIPP/.£ ,,------LATERAL LINE ..--~----PVC TEE OR ELBOW S,cS,cT .+-------1/2" GALV. PIPE POST 30"LONG NOTE: 0 FIXED SHRUB HEAD USE TEFLON TAPE ON ALL ·THREADED FITTINGS . ~~::.;::__---- NO SCALE VAL VE SEQUENCE TO BE , . PAINTED ON EACH BOX ~ \i 01:tO "•, ,,;,.._.,.... ___ BOX TO BE PLACED AT RIGHT s " CONNECT WIRES BY _--~ 1/"oi ,-. CRIMPING USING WIRE ~ . ANGLES TO HARDSCAPE EDGE NUTS AND SEALING WITH PEN T/TE WIRE CONNECTORS FINISH GRADE LAWN A FINISH GRA SHRUB AR // 1.<'1J---12",c 18" PLASTIC BOX AND COVER WITH LOCK TOP MARKED: /RR/GA TION CONTROL VALVE p...,,---NON PRESSURE LINE FITTING CURL TYPE EXPANSION LOOP (MIN. 24") ---PVC LINE PIPE SOLENOID .. ,.~~\ _l),A--~ FLOW ADJUSTMENT r-:~"---PEA GRAVEL (MIN. 3 cu. ft.} I I • .-\"· \& ""-~9~:__ ___ PVC SCH. 40 MALE ADAPTOR ---.. __ PVC L.INE Pl'E MIN. SCH. 80 -----PRESSURE SU'R.Y LINE FITTING (SEE SPECSJ ~-----COMMON WIRE TO CONTROLLER ,.._ _____ CONTROL WIRE TO CONTROLLER NOTE: INSTALL CONTROL VALVES MIN. OF ISOMETRIC 3ft. APART IN SHRUB AREAS UNLESS OTHERWISE NOTED o--cc::-::-;-::~:-::-c~-:-:;:--::;,---C_O_N_Ti_R_O_L_V_:A_L_V._E ______ ~--- DESIGNED 'fO D.RAWN CHECKED theKeith French GRCDJP Landscape Architecture, Planning and Urban Design 415 North El Camino Real San Clemente, California 92672 Telephone (714) 498-9102 CAUcense 1103 ------... ,' ' I ' 1', --{ ~-------INITIAL INSTALl.A TION ~-----ROTOR HEAD AFTER LOWERING (FINAL) & 3:4• ABOVE FINISH GRADE n• .;j;x "• ~'. ;; ,. ~ f. ~ -~ .. ~--.:;-_-_-_-:,.--:.~ I I 1i.--1"~ \, 1--- 1 . I .;' I -..;_'-' 1---,,.I (--...,;.•-( ~ "111 1 ; r:...._--:7..:..~ _, ~+-,;,,.,C:.'---SIDEWALK, CURB, ETC • '------FINISH GRADE ~-, I I ' ' ' ' ' ~~~:?.,,..-------PVC SCH. 40 STREET ELBOW J.D~':1--------PVC SCH. 80 NIPPLE, SIZE AND LENGTH AS REOIJIRED """"----------ANTI-DRAIN VALV~\ +-----------PVC TEE OR ELBO~ PVC SCH. 40 STREET ELBOW '---------------LATERAL LINE ISOMETRIC ROTOR HEAD NO SCALE NOTE: USE TEFLON TAPE .ON ALL THREADED FITTl'IGS MIN. " FROM GROUND OR AS SI EQIJIRES SCH. 40 UVR·PVC STR TEE OR ELBOW SCH. 40 UVR·PVC SUPPLY LINE SCH. 80 UVR·PVC RISER (SIZE AS REOU/RED] SHRUB HEAD-ON GRADE PIPE • "' ., NO SCALE I ISOMETRIC • PAINT WHITE ARROW ON CURB ~......--ROUND, PLASTIC BOX AND COVER COVER MARKED: IRRIGAT10N _.;...~-SIDEWALK, CURB, ETC. c~-➔~1~,-QUICK COUl't.lNG VALVE (SEE SPECS.) >f---+H'-----STAINLESS STEEL CLA/ltlP ( 3 PLACES) l ..... -~f--1-----LENGTH AS REQUIRED, 3/4" BRASS NIPPLE :---PRESSURE SUPl't.Y UNE FITTING (SEE SPECS.) Hr----SUl'Pf. y LJNE -~--------BRASSNll'Pt.E ~_c,..-~~----BRASS ELBOW ~----ell----BRASS NIPPf.E "-----PEA GRAVEI. 0-. 2 CU. FTJ 0 QUICK COUPLING VALVE --:N;-;:o;:;-;s=-=c=--:A;-;L-;;E;------------------------ .JOHN Cr-.ROLLO 1 ENGINEERS PHOENIX AZ • WALNUT CREEK CA f OUNTAIN VALLEY CA • VISALIA CA SAN BERNARDINO CA • TUCSON AZ SAN DIEGO CA • BAKERSFIELD CA • ENCINA JOINT POWERS !MN DIEGO COUNTY. CALIFORNIA ,.r'-------SPRINKLER HEAD ..,,_-------ANTl•DRAIN VAL~\ ~'-.../ ,., '• '•., ,, . . '. '· . .. . . .. ,,,s ...._ ______ SCH. 80 IJWHl'IC RISER (SIZE AS REOWfEDJ ---... ______ 1/:t" SQUARE .STE'EL ~ --------$(Mtl.Y LINE --------PVC SfflEET ELBOWS '-----------PVC SfflEET TEE OR ELBOW ISOMETRIC SHRUB ROTOR HEAD IIOSC4fl" ISOMETRIC __,...---SPRINKLER HEAD .,---SR·200 RISER STABILIZER r--SCH. 10 UVR•PVC RISER (SIZE AS REQUIRED) ~...,__-r-->""'-SRS•1220 PIPE STAB/ REQU#fEDJ ----SCH. 40 UVR·PVC STREET TEE ,.__ SCH. 40 UVR·PVC STREET ELBOWS '---1/2 "SQ. STEEL PIPE SHRUB ROTOR HEAD ON GRADE PIPE NO SCALE 1 SHUT OFF VALVE 1-------BRASS NIPPLE (TYP.J 4 PLACES __,...--PRESSURE GAUGE TAP ELL (0-200P. / 2 PLACES (PLASTIC FACE) ---~-ELBOW (BRASS) IF BRASS NIPPLE .OR COPPER ~~~!---UNION . "'"':-rlall'--' -'--:;;-REDUCED PRESSURE BACKFLOW PREVEN PPL Y LINE -DISCHARGE . FT. CONC. STABILIZER RELIEF PORT " ,'.'1:1' ,_ --;~1t.,,,, ' . "'-,,-'----~ EST COCK (.TYP.) 4 PLACES '· ,. .. • ,s Y' A/HER #60 MESH MONEL ~--c#-----BR NIPPLE OR COPPER PIPE ENT TO BE INSTALLED AT A MINIMUM OF 12• FROM WALL , UILDINGS, ETC. ABO VE GROUND ASSEMBLY SHALL RECEIVE ONE ( I) COAT RED L PRIMER ND ONE (I) COAT PAINT AS SELECTED BY ARCHITECT . WHEN UNIT IS NEXT TO BUILDING , WALL, ETC., TEST COCKS ARE TO BE 0 ISOMETRIC REDUCED PRESSURE BACKFLOW PREVENTER NO SCALE ENCINA WATER POLLUTION CONTROL FACILITY PHASE IV EXPANSION JOB NO. FO 2988 DRAWING NO SHEET NO. IRRIGATION DETAILS L-4 a OF • ,. . • N > )( 3: > ::J Cl) a: 0 CL z ::E ..J ~ -, :I: c., u. w C (.) m < . •: " . .. NOTE: TREE STAKE. FOlt I GAL TREES OR LAIIGER TREE STAKE (SEE SPECS) PLAN VIEW LINE OF SLOPE t----------------TREE TRUNK -r--------------PROVIDE WATER BASIN " . SET CROWN OF TREE BALL AT LINE OF SLOPE ~.:_.:_ __________ ROOT BALL f'.--, +-------------FERTILIZER TABLETS ... .. • y 0 - • ., ., ., CUT OFF TOP SECTION OF STAKE DAMAGED BY HAIIIMERING REE TRUNK SPLIT PLASTIC HOSE TES • "CINCH TES" OR EOUAL .,,--(2) 2"' x to'-<J" LODGEPOLE IWE STAKES -----------_...,.---FOR I~ GAL • a 24' BOX TREES -------(I} 2" ~ x 10'-0" LODGEPOLE IWE STAKES .-~ FOR 5 GAL. TREES -,• BY 3" CROSSTE WATER BASIN W/ 2" THICK MULCH (OMIT AT LAWNS) FINISH GRADE ~!!<--ROOT BALL l _.,..--l------------BACK FILL IIIX (SEE SPECS) >r ., PUDDLE AND SETTLE BACK FILI PRIOR TO SETTING TREE BACK FI.L IWX (SEE SPECS) "'-----FERTI.JZER TABLETS (SEE SPECS} J.___j~t== 'lh-----'~ '.'-~---PUDDL£ AND SETTLE BACKFI.L PRIOR TO • "' ROOT BALL WIDTH PLUS 6" EACH SIDE SECTION SLOPE TREE PLANTING NO SCALE -,,,1 :-. ... . ~ .. . ··-.. l 6" L V • SECTION -+----2" WA TE RING BASIN '-4'-'-----FERTILIZER TABLETS (SEE SPECS) ....., ____ ROOT BALL • . ; . L 6 • L .....----BACKFILL 11/X (SEE SPECS) r _, PUDDLE AND SETTLE PRIOR TO SETTING SHRUB ..., SETTWG TREE ISOMETRIC WDTH Pf.US 6" EACH SU ROOT BALL @ ~m~E::::::'E::-:-:s=-r._:.1c;._K=1N...;;_G_;:;;._..::.s1NGLE==--=-TRUNK:.:.=::..:....::.5--=o.:..:AL=--:...To=--=-24.:_•-=-so.:..:x_.:__ _____ _ NO SCALE LINE OF SLOPE '--'+-------SET CROWN OF ROOT BALL AT LINE OF SLOPE '-+-------ROOT BALL. • ,o :'.:,. • :>-,r_l------FERTILIZER TABLETS _,__ ____ ... -:.:.· _....1,;.:· •.;_::.;.··.,;·_·;..·_·;,,< >.--1-------BACK FILL IIIX (SEE SPECS.} ROOT BALL WIDTH PL.USS' EACH SIDE SECOON © SHRUB PLANTING @ SLOPE SHRUB PLANTING 1-7.N~O~S~C~A~L~E=------------------------NO~~S~C~A~L~E~.:..:....:-=-:=---::....=:....::.:....:..:.:..:~-------- -0 \ I \ -0 - / \ I s P.LAN S/2 SO. FT. PL.ANTS WILL COVER SPACING 64 PLANTS 100 PLANTS 4• 7 SO. FT. 6" 16 a· 2s 10· 45 12· 64 15" 100 ,.. 144 24" 256 11 SO. FT. 25 44 70 100 156 225 400 v-t--TRIANGULAR SPACING EDGE OF PAVING, CURB OR HEADER GROUND COVER IN FLAT, CUTTING, LINER OR I GAL. SIZE S•Sl'ACING GROUND .COVER .SPACING • NO SCALE Tf<EE,5HU05 ANP G~OUNJ, c.OVE K ,·rp S TB REV. OATE BY DESCRIPTION QESIGNED 010. DRAWN · CHECKED theKeith French GR(]UP Landscape Architecture, Planning and Urban Deslgn 415 North El Camino Real San Clemente. California 92672 Telephone (714) 498-9102 CALicense 1103 IRRIGATION LEGEND KEY MANUFACTURER MODEL NO./DESCRIPTION • PSI GPM • Rain Bird 0 Rain Bird tJ) Rain Bird 0 Rain Bird i,, Rain Bird C, Rai n Bird "' Rain Bird & Rai n Bird !"! Rain Bird • Rain Bird 0 Rain Bird 0 Rain Bird 0 Rain Bird ~ Rain Bird 4') Rain Bird @ Rain Bird @ Rain Bird • Ra1n Bird 0 Rain Bird <D Rain Bird ♦ Rain Bird $: Rain Bird Rain Bird s Weather-matic e Rain Bird 8 Wilkins $ Nibco @ lrri-Trol 1 804-SAM-15F 4" pop-up spray full 30 1804-SAM-15H 4" pop-up spary half 30 1804-SAM-15O 4" pop-up spray qtr. 30 1804-SAM-15VAN 4" pop-up spray van 30 1806-SAM-15F 6" pop-up spray full 30 1806-SAM-1 5H 6" pop-up spray half 30 1806-SAM-15q 6" pop-up spray qtr. 30 1806-SAM-15VAN 6" pop-up spray van 30 1806-SAM-15sst 6" pop-up side spray 30 1812-SAM-15F 12" pop-up spray full 30 1812-SAM-15H 12" pop-up spray half 30 ·1812-SAM-15O 12'' pop-up spray qtr. 30 1812-SAM-15VAN 12" pop-up spray van 30 PA-8/12F/6" riser shrub spray full 30 PA-8/12H/6" riser shrub spray half 30 PA-8/12O/6' riser shrub spray qtr. 30 PA-8/15VAN/6' riser shrub spray van 30 3.70 1.85 0 93 3.70 1.85 0.93 1.21 3.70 1.85 0.93 2.60 1.30 0.65 R-5OC FC-6.0 rotor pop-up full 45 8.1 O R-5OC-3.0 rotor pop-up part cir 45 4.20 R-5OC-1 .5 rotor pop-up part cir 45 2.00 R-5OS-6.0/12'' riser shrub rotor full 45 8.10 R-5OS-3.0/12'' riser shrub rotor pc 45 4.20 R-5OS-1.5/12'' riser shr_ub rotor pc 45 2.00 11 OOOCR Series Remote Control Valve, size as noted 33DNP 3/4" Quick Coupler Valve: 3/4" size, red locking rubber cover, two piece body YSBR100-40 Y Strainer with Clean-Out Valve: line size, 40 mesh screen option, bronze body, threaded, place in box below grade with length of garden hose Gate Valve: line size, non-rising stem, Class A, Type 1, 200#WOG/ 125 #SWP. bronze body, threaded MC-12 plus Controller with P-2 Pedestal Mount: 12 station controller with pedestal [Em] lrri-Trol Existing Pedestal Mount Controllers: A-15+ stations. B· 18+ stations, C-18+ stations, D-18+ stations, E-12+ stations, refer to Record Drawings. Add equipment/components as required by lrri-Troll for Radio Valve Control, see notes @]@) • llll Rain Bird Rain Check: rain sensor, mount on 4x4 redwood post adjacent to controller at 60" above finish grade, install wires in PVC conduit, paint conduit and post with two coats exterior flat black enamel, set sensing probes for 3/16" rainfall shutdown. See manufacturers specifications for additional information Existing Remote Control Valve to remain -----Pressure Mairi· Line: Class 315/SCH 40 PVC, size as noted, see specifications Lateral Line: Class 200 PVC, size as noted Sleeve Pipe: SCH 40 PVC, size as required •••••••••••••••• Existing Pressure Main Line, refer to Record Drawings (As-builts) for previous work Irrigation spray heads per Record Drawings (As-builts) dated 9-23-70. Dashed where relocated , solid where to remain in place. NOTES: 1. This system is designed to ·operate with a static pressure of 70 PSI with the equipment and sizes as noted. Contact the La ndscape Architect immediately upon finding any deviation from the stated pressure, or if the poin t(s) of connection are not·as stated on the plans; (916) 624-2325, or (714) 498-9102. 2. ($!)-indicates valve/station number i" . . . -indicates valve size ,e-;- 3. µ±i-indicates existing valve to remain, station number as indicated '-...../ - 4. 5. 6. 7. 8. 9. This system utilizes treated water. In no case shall the water in this system be utilizecJ for any use other than irrigation; it is not for drinking. A portion of the existing irrigation system with the existing point of connection adjacent to the administrative building utilizes potable water. The irrigation main lines for this portion shall be kept separate from all other irrigation main lines; do not connect to treated water sources. Contractor shall provide power, and power connection to irrigation controllers, and repair/provide power to all existing controllers throughout construction to maintain operation of existing irrigation systems designated to remain. Contractor shall provide and maintain operational integrity for all existing irrigation systems designated to remain throughout all phases of construction. This shall include both power and water supplies, and all other labor required to provide water to existing plant material designated to remain during temporary shut-down of any irrigation system for construction. Rain Check shall be installed at each existing controller, and all new controllers. Rain Check may be installed on adjacent building roof edge as per manufacturers specifications in lieu of post installation as described in legend. Conduit required. All existing irrigation heads in site areas where construction shall replace the irrigation system of which they are a part, shall be removed and saved for future use by Plant Maintenance Staff. Contact Maintenance for additional directions. Refer to Irrigation Record Drawings (As-Builts) for additio nal information. .. -. . 1JOHI\I CA.ROLLO ENGINEERS ENCINA JOINT POWERS PHO€NIX AZ • WALNUT CREEK CA l"QUNTAIN VALLEV CA • VISA.LIA CA SAN B~ANAROtNO. CA • TUCSON AZ SAN DIEGO CA • 8AKE~SFtELO, CA ,-.N DIEGO COUNTY, CALIFORNIA PLANT LEGEND Botanical Name Symbol TREES T-1 T-2 T-3 Araucaria heterophylla Melaleuca quinquinervia Metrosideros excels, ,s Tristania conferta T-5 Pinus pine·a --' T-6 Pinus torreyana ~= _,e----.__ SHRU1:1:. ~-, , S-1 Callistemon cltrinus ~ S-2 S-3 'Improved' or 'Splendens' Escallonia fradesi S-4 S-5 Lantana montevidensis 'Pink Frolic' Leptospermum laevigatum Myoporum laetum 'Carsonii' Common Name Norfolk Island Pine Cajeput Tree New Zealand Christmas Tree Brisbane Box Stone Pine Torrey Pine ' ' ' Bottlebrush N.C.N. N.C.N. ·, Australian Tea Tree N.C.N. ... ,,,.. ' Size 15 gal./ 24" Box 15 gal./ 36" Box 15 gal./ 24"Box 15gal./5 15 gal. 24"Box 5 gal./ 1 gal. 5 gal./ 1 gal. 1 gal. 5gal. 1 gal. S-6 Nerium oleander Oleander 5 gal./ 'Casablanca' 1 gal. S-7 Raphiolepis indica India Hawthorn 5 gal. ~ • 1Spr!n9tim_e·, , ~ . --~ ---... • Raph1olep1s 1nd1ca Ballerina India Hawthorn ~~ G OUND C ~ ---'--....,__ _ _.. . ..._.., . .,. ~ Ill ~ Marathon II Dwarf Turf Type Tall Fescue Seeded @ 12 lbs, per 1000 sq. ft. Delosperma alba From flats @ 12'' o.c. Gazania0Mitsuwa Yellow ' From flats @ 12'' o.c. White Trailing Ice Plant Trailing Gazania · ·-:: ·:-:: ~/ Pea Gravel ,,,. .. ~•-...... ,... ~~~-·-""· ~ 6" layer ,~ --._::;_,, . rrmmC Delosperma alba White Trailing Ice Plant LUJ.ljJj From flats at 12" o.c. "--_,,,,_ A. / with overseed mix # 1 J -'----" ..____.,. .....____, HYDROSEED MIX-+1 -Overseed Remarks · Std. Multi Std. al. Std. , Std.~ Std. and •~tched Species Lbs./Acre % Purity % Germination Gazania splendens 8 70 Eschscholzia californica 2 95 Chrysanthemum multicaule 1 95 Chrysanthemum paludosum 1 95 Dimorphotheca pluvialis 2 95 Alyssum Violet Queen 3 95 Lotus corniculatus Kala 5 95 HYDROSEED MIX #2 • Non-Irrigated Eschscholzia californica 2 95 Phacelia campanularia 1 95 Linanthus grandiflorus 2 95 Layia platyglossa 1 1/2 90 Plantago insularis 30 95 Salvia melifera 3 85 Mimulus puniceus 2 2 Mimulus longiflorus 2 5 Eriophyllum convertiflorum 3 35 Sisyrinchum bellum 3 95 Encelia californica 4 40 Available at: S & S Seeds (t19) 756-1347 EXISTING 0 NOTE: Existing Landscape to Remain Existing Gravel to Remain Existing trees or shrubs to remain in Existing Landscape area; to be removed in all Proposed Planting areas ,,.--... ~ ---./ All existing planting and irrigation disturbed) ~uring construction shall be replaced to a like c<:lndi-tion which existed prior to construction. ENCINA WATER POLLUTION CONTROL FACILITY PHASE IV EXPANSION 85 75 78 75 77 80 85 75 75 85 75 75 50 55 70 75 75 60 PLANTING DETAILS, IRR. & PL. LEGENDS JOB NO. FO 2988 ORAWING NO. SHE.ET NO. L-5 a OF • C I) N .,_ X :-:= > :::, (f) a: 0 Cl. z ~ ...J ~ --, :i:: C!J LI. LU 0 u !Il <( 115004 0 S· lbO S-:300 '$·400 •• TB 0 REV. DATE BY 4 I I I I I I I I -~/1 I I I I I I ---.. "' AS PH I I I I I I AM L I I I I .STf<EE.T I I I I I I I I I I I I I I I I I I t I I ' ' ,. -~'' l}Jf ~f1i)/} r,,~ ~.--~')\ ,,-:., ~~:,"',:",:. :J;} 5:~¥~;~f- ,i: ,--,---- ti~}{~; !,'f,ti4}t~ .. , ... ~~ ..... -..:;\• -!l,!•).¥,.'.,•'=-t~;~ , '-::.!f:',~r'.~•,:( r z-'JJ?1L ~i._,t,;. .. .( DESCRIPTION D I I L ASPH ,------ 0 1/) . 11,J ,___ _____ _ -, ,- L_J 1 --, I L 3 ,----- __ J I I _J 8 ,., ' l&I " X )t I I I ASPH 1 ' fft:it '?ti ,----- OPeRATI eu1LOIN ASP H ----------------------------- s DRAWN theKeith French GRm.JP c:.+t CHECKED ...._ , .. ~ C ---------,,,- □ o. 10 NO, q L Landscape Architecture, Planning and Urban Design 415 North El Camino Real San Clemente, California 92672 Telephone (714) 498-9102 CALicense 1103 NO. B " PR.I NO i □ I I I I • 0 • 0 0 1--\0. I ASPH * D C NO. 2. 0 0 0 RI 0 1/) • ' 11,J 0 0 ----- 0 0 NO, 4 □ 0 NO. 5 NO, l.+-----l-l-------1-4------+#---++ ~---'-□ ! LJ □ ., I I L..---''n, .___ _ __, ~□□□□ • SAN BERNAAD!NU CA. • rucso~ Al SAN DIEGO CA 8AK[RSFIELO CA .. . . -, ·~· ... ,· .. .'.:; r1 · I I I I I I I I _JI I I I I I I I I I I I I I '/ I ~SPH I I I I r, Q!, r1 L.J 0 0 '° ' 11,J .. MAINT. l:,UILDI PO\NER 6UILOIN ASPH ··········-MDSC,4 h ~-,.- No. 110~ <;!. II I ,\ \\ \\ • I I I I l~ I r I I 11 I I I I I I I I I I AS PH 0 0 1/) ,-. 11,J IL I ~ I • DIG.ESTER. I ~ 0 N0,4 -······ ............. . For planting in this area see plans by ·The Keith French Group dated 2-22-89 Note: For planting legend see sheet L-5 ASPH ' ◊ '-7 I I ENCINA WATER POLLUTION CONTROL FACILITY PHASE IV EXPANSION ENCINA JOINT POWERS 5AN Dl[GQ COUNl Y, CALIFORNIA PLANTING PLAN I I I I X I /1 It II I I I I I I // If II II II I C 0 0 ( I >- I~ -0 ••• JOB NO. FO 2988 DRAWING NO. SHEET NO. L-6 OF 8 A B C D S ·450 S-600 ASPH <[ ,.., ,-\) ' 00 0 5' :{l .,. >- r--Ii) ~ ' d) ;,-- I '° N >- X ?; > I ::::> (/) a: 0 Q. z :E ...I ~ -, :r (!) L.. w Cl (.) CD < t------+--__.__,,,,&"'--+'2-\S-'f 0 TPEE.S TB REV. DATE BY ·- , 'I / I I I I I I I I I I I I I . • 'sN'"'"-•---••;~,-;g,s-;,s\ • I I -.SECONDARY I CL..AR.IFIE:~ NO, B ;.c°"C.C....C.a_°C." -~;~· •>~ . . ~ . ' . .. '.- Concrete Mow Strip per Detail D. Sheet Y-5 I .·:•:::•.;_.,, , .. E.CONDAR'I' L..ARll='I ER NO, 7 µ:;;,i.c•q. _______ ~>---------------------lc.2 ". -: . ·-. · .... i· •.· •·••., >------------+-- Al717E17 ANl7 5Hi<UB5 C.HANGE.S DESCRIPTION DESIGNED c .tf . DRAWN C,f+. CHECKED DATE;. '2 -22-i6 .. · ..... ... ..... . >:_·.-:-;-;:·: ~-.. ~'- .... ·. , . .• -·:: :_ .. _:: .j•:j .. ; .; : ; ·: .... ' ... . .. . : -~ .-·~. theKeith French GRCDJP . . "/ : :. -~-..... . . . . . ,·._·--.. . . "·.' .. ·/·· ·, .· ·.. . . . . . : . ··1 · . ...... . . . . •-' .. . , .. •••• •••••••• Match line Landscape Architecture, Planning and Urban Design 415 North El Camino·Real San Clemente, California 92672 Telephone (714) 498-9102 CALicense 1103 ' ' • ~,.,.;;£:::_ __ '-.:::,_; " -----.: ASP H 0 sheet JOHN Cl>-.ROLLO 'OUN TAIN VALLEY SAN BE RNAROlt•O CA • TUCSON A7 SAN DIEGO CA BAKERSFIELD CA D . SUILDI /1\DOl"TIO~ 0 SLUO'=iE. DEWATER ING WILDING I I I I l+c I I • ••• 7 I I ' ..J LJ .... ' . AS PH I I I I I I I I o I I I I I ,.., L J ro-, -t..: _, --- · .. . . ·-. ·. ~--.......... : ; .-. . - I I I I I I I I I I I I " I ~ I I I I I I .. ; .. , '.-:. : '' : .. : .... ' ' ... : !, . :-::\/}/.-:\>~:,::~\-,: : ,, /'.; ::: .. ({) -z. 0 () z ~ z ~ w <{ I!} --- DIG,E5TER NO.~ D MAI N1 \::NANCE:. 5-ZOP..A BU ILPIN9 FF 1'2.l,0-<(_ t z C) Q z !i z ~! •••• • •• For planting in this area see plans by The Keith French Group dated 2-22-89 Note: For planting legend see sheet L-5 '- I • • I I I I I I ~ I I I I I I Ii >, I tU I I ~ qi -·O -.c ~I .QI a: Cl) IO II l I I I I I I I I I I I I I I I I I II C ~ I- @ ENCINA WATER POLLUTION CONTROL FACILITY PHASE IV EXPANSION ENCINA JOINT POWERS ~AN OIE GO COUNTY, CALIFORNIA PLANTING PLAN J 0 0 JOB NO . FO 2988 DRAWING NO. SHEET NO. L-7 a OF A B C / D - a, N :>-x ;: > ::::i r.n a: 0 0. z ::;; ..J :.: .., J: (!) LJ.. LU Cl 0 CD < TB Tf'-E!S Al7PEP REV. DATE BY DESCRIPTION SECOND ARIFIE. -·----~ ••••••••••••••••••••••• DESIGNED c:: •H DRAWN C.f-L CHECKED theKeith French GRCllJP Landscape Architecture, Planning and Urban Design 415 North El Camino Real San Clemente, California 92672 Telephone (714) 498-9102 CALicense 1103 D A SP H 0 see sheet • ii••· l_ __ _ o □ JOHN Cl)~ROLLO SAN BERNARDINO CA • TUCSON Al SA"I DIE.GO CA BAKERS~IELD CA -···· 0 0 00 N 1''• ~o' •••• t-•-+--+---- 0 \ Note: ••••• I I I I I I I I I For, planting . in this area see plans by The Keith French Group dated 2-22-89 "For planting leg.end see sheet L-5 ------ I I I I I II I , ,1 I I I li'- 1 r I I I I •• ) >, as 3: 15 - ENCINA WATER POLLUTION CONTROL FACILITY ENCINA JOINT POWERS PHASE IV EXPANSION SAN rn[CO COUNT Y. CALIFORNIA PLANTING PLAN ~ JOB NO. FO 2988 DRAWING NO. SHEET NO . L-8 a OF A B C D N >-x ;: > ::, (/) a: 0 Q,, z '.:!: ..J :.:: -, :r: C, u., w 0 u Ill < 115004 C: i 4 N d>< IO 0 ' z ------ (l') oi BE RETAINED. v,. N RISER PER 0 0 + (D N (P -- 0 IO ' UJ 3 ASPH _,__ __ 0 ?~ 0 /,!f"M • " (',j <i) :::·-················ --- 2 EXISTING IRRIGATION SYSTEM EXISTING SERVICE LINE SHALL BE CAPPED. INSTALL NEW VALVE AS SHOWN. . .. CAP OFF ALL DRIP EMITTERS OR BUBBLERS ON THIS SYSTEM WHICH ARE J1Q.t. *IRRIGATING SCHlfllUS MOLL_E _TREES..,WHICH 0 IO "' ' UJ :st ARE BEING RETAINED. $ ----+-I-->< ----------+-------->C --- f'(.J, q7 • '-.II N Z.'' /;,F'M "' <:, ai N 0 v,. en o • Nb-"',p l.c1 • (0 N ~ (() <'1 00 ~-7?6 ~ <q co ,c if) /" ,-• ai "' " o" 1• "' ai qz. ,i-"/,f'M >C , --------'· ------- '-----------SCH ... PYC S.S.T 111:DUC TU 1. SEE IRRIGATION NOTES FOR ADDIT10NAL PEJ'CO PRODUCT I ~, ti REQUIREMENT INFORMA TJO N. aE=---75.:.:::.::0:+-+'r-4~~~+-.+l-~H---i.--"!,-l,.\--'l'"""- 2.. ALL 9UBBLERS TO BE LOCATEC IN PLANT REAM. 0 QUADRA BUBBLER NOT TO SCALE ~" I IO I ---i.-x .. \\ Q P,::,INT ""F c.a'-INGcTf"N 2 "Fl/7cc Vl=r-1/F!:j IN Pt~'o 0 <D . UJ ■ ■ --------■•rt-----,. ~ ■ ■ -A- -':--• / '/ : e'-1.,E£.,. 11'-I U'J-~-./ 1<.,,E,, : '-<N E.. c.oµ'-1 E..L.TION • • w 1r-J1uJA.t-JLE B tJ I L.DINq m:----.!... __ _ "' >< KEV "ANUFACTURE "ODEL NO ./DESCRIPTION ♦ Rain Bird R-SOS-6,0/12 "riser shrb rotr full ◊ Rain Bird R-50S-3.0/12""r1Ser shrb rotr pc -$-Rain Bird R-?OS-1 S/12 Mriser shrb rotr PC D Pepco ■ Pepco Cuadra Bubbler Blue 1633 3/4M ~PT self-comp . bubbler . see note 10 for odd . eQuipment reQuired Cuadra Bubbler Block S633 3/4M"PT self-comp . bubbler, see note 10 for odd . eQuipment reQuired PSI GP• 45 8,10 45 4,20 45 2.00 45 0.11 "5 0.38 S Weother -motic,eo,::,.::,cR Series remote control \'al\'e,size as noted £ -::::::::-/'~;;Rain Bird 33DNP _ 3/4 · ck coupler.., '1e. /lo loclUng rubber cover . t.to PleCe boely £ Ill Wilkins VSBRl00-2 .S~AOOmesh sen V Strainer w/cleon out \'alve, 2-1/r size, 100 mesh screen opt ., bronze body , threaded r:I Wilkins 575RP-2-USB Reduced Pressure Backflow Pre\'enter. 2Msize, complete assembly .tith t.to ball valves. four test cocks, and ·v· strainer .tith 40 mesh strainer EB Nibco Gote ... oi...e , 2-1/r si ze , non-rising stem, Closs A, Type 1, 2001WOG/12SISWP , bronze body , threCIOed £ ® Irri-Trol DJAL-21.!Ab Controller, P-t pea mount . 24-sto hybrid l . This system is Clesigned to operate with o static pressure of 70 PSI with the eouiPment and sizes as noted . Contact the Landscape Architect immediately upon finding any deviati on from the stated pressure . or if the point(s) of connection are not os stated on the Plans ; (916) 624-2325 . or ( 714) 498-9102 . 2. Install all eQuipment as per Pl ans , Cletoils , anel specifications . 3 , These plans are Cliogrom~atic . and do not sho.t all offsets . or fittings required for a complete system . Avoid trenching .tithin tree driplines .therever possible . 4 All work shall conform to all local. and notional codes . 5 See details and specific~tions for additional information , 6 ~ indicates valve/station nuMber v---...__:@:::::•~----indicates voIYe size £ 7. De,l«+e 8 . Contractor shall provide power , and power connection to irrigation controller; coorelinate with State of California. Col-Trans . 9 Add-Alternate· Contractor S)loll 9i\'e price quotation for the alternate purchase/installation of ----One (lJ Irri-Trol IBOC-10 , and One (1) Irri- Trol IBOC-8 battery operated controllers with P-8 pedestal mounts in Place of the specified Irri-Trol ~C-18Plus controller. Additionally all Weother- ~otic control vol"e solenoids to be replaced with Doyni #203SW DC latching solenoids for use with the above battery operateel controllers. Batteries tor proper operation of controllers as specified by manufacturer shall be included in price . ■ EXISTING BUBBLER LOCATION TO BE RETAINED. • ---Pressure "oin Line: Closs 315 P\IC , size os noted Lateral Line : Closs 200 PVC, size as noted •·•••·········••••· Electrical Ser\'ice Line Path. conform to local/notional --.----.--. u z. TB REV. <D ai N >C I "' ■ REPLACE WITH ·PEPCO BUBBLEfl ON RISER PER ': electrical codes , coordinate w/Se.ter Plant Personnel - <Q,c rcJ" ~ "' ~-::O ~x ;_=~:~~=-,;;_:,,._"'::::;z'~"..,r=irnc,;;.~f"';;::..~0>;· e==-Jir=~~~~:~;~ .. :;_=_-_-:,.=_=::t~:::~:::-_;i°"',:.:.:.:.:.-::::::,'-::::..-..::....:::..;;.,111!!:':::'.::::::=~;;;:;::~~::: _____ ,,/--t-- ' N IO <D N >( IO <D N >C 0 ( • 'f CONC (J'" (0 f- Ul Project Limi g -- I ~ Ft+ jf'i<tV .-~~ :... 2. II --~ IO <!i"' N 0 Q 'co 00 , -I IO <D (\J " ---------------L ---' DESIGNED p w. DRAWN l:?.'W. CHECKED theKeith French GRCll.lP Landscape Architecture, Planning and Urban Design 415 North El Camino Real San Clemente, California 92672 Telephone (714) 498-9102 CALicense 1103 1 JOHN Cl>.ROLLO ENGINEERS PHOENIX AZ • WALNUT CAEEK. CA FOUNTAIN VALLEY CA • VISALIA CA SAN BEANAAOINO, CA • TUCSON. AZ SAN DIEGO. CA • BAl<EASFIELO. CA ENCINA JOINT POWERS 3AN DIEGO COUNTY, CALIFORNIA I c;, 0 • <') "1 is:) .( 1-- >C a; v ,,,J 0 0 <D ' UJ 1 -- ai >C v 49 r-' N ai- <I" > - "' <Xi N fil -7 ~I 10 . Each Cuadro Bubbler to have a 2131 Clomp Plate. Each bubbler outlet to use P-QB tube with a 2133 Insect plug ot each enel adjacent to plant. Locate 3 tube outlets on uphill side of Plant/one tube outlet on Clownhill side of Plant, typical . Each shrub is to ha\'e one blue bubbler, and each tree is to hove one black bubbler. Each Quadra Bubbler shall be installed in a P-77SOE-3/4" FPT x 1/2-FPT ell , or P-777SOT-3/4-FPT x 3/4~ FPT X l/2M FPT tee adjacent to root boll . typical. Contractor shall install one typical shrub and one typical tree Quodro Bubbler for obser\'otion and appro\'al bY ·the Landscape Architect pLi.ll.[_ to installation of remainder of system . 11 . All heads onel \'al\'e boxes must be labeled with Cal-Trans -recloimed- woter stickers. 12 . Label all gate \'al\'e box co\'ers on potable water line with sticker or painted label indicating Potable water . >< /+. Contractor shall install spring loaded in-line check valves immediately under irrigation heads which do not have internal check valves as needed to prevent low head drainage, "l 0 ~ '-9 00 ----<I' <C ~,Cv) ' \ I --1 ·750 >< I ENCINA WATER POLLUTION CONTROL FACILITY PHASE IV EXPANSION IRRIGATION PLAfi: CAL TRANS SLOPE ~ '-~ t 11) JOB NO. FO 2988 DRAWING NO. SHEE[ _!!§· OF /(p A B C D PDP-I (c) ' ) N > X 3:: > ::> en a: 0 CL z :;i ...J ~ -, :x: C, u. w 0 0 Ill < ...... , 4 V PAJIIT WHITE AltltOW ON CUltB '--'-'--ROUND, PI..ASTIC BOX AND COVER COVElt IIAMED. lllJiGA TIION c.---SIDEWALK, CUIIB, ETC. c;:;.~t~rr-QUICK COUfll.lNG VALVE (SEE s CLAMP (3 PLACES} K COUPLING VALVE . z -:I . . ID - r---.., I I I SPRINKLER I I I ,----y-L -r T _j I I I I I . • -I I STAINLESS STEEL HOSE CLAMP SCHEDlA.E 80 RISER -·-- I I I I k:.J EI.EVATION SECOND CLAMP WHEN A1SEA HEIGHT EXCEEDS 24" ABOVE FINISHED GRADE < FINISHED GRADE RISER SUPPORT DESIGNED ~LT~NS- \ J 3 ) 2 ' T x T PLASTIC STREET ELL SUPPLY LINE __ ;.,., ; --:::... ..... /' ' \ T x T PLASTIC ELL e• PLASTIC NIPPLE \. T x T PLASTIC STREET ELL ISOMETRIC SWING JOINT TYPE I ---MOUNT AUTOMATIC CONTROLLER IN 3/16" STEEL PLATE ENCLOSURE SECURED ON CONCRETE FOOTING.COLOR CODED MAP FOR VALVE LOCATION INSIDE (SEE SPECS.) --LOCK COVER ..,_ __ COMMON WIRE SHALL BE TED INSIDE HOUSING WHEN REOUIRED ,_ __ ON-OFF SWITCH TO BE PROVIDED BY CONTRACTOR ,,.---CONCRETE FOOTING · INSTALL 3" MIN. ABOVE GRADE AND SLOPE CONCRETE AT 2% TO DRAIN ,,----FINISH GRADE ------ELECTRICAL CONDUfT TO SOURCE (CONTROi. UNIT ELECTRICAL REQl6/EMENTS: 1 I 5 volt , 60 cycle, 2 amps. MAX.} ~~~-----ELECTRICAL TAPE · TAPE WIR#IG AT HTERVALS OF 12• O.C. ~-----1 COMMON W.flE TO ALL RCV'S NOTES: '-------1 CONTROL WJRE TO EACH RCV 1. COMMON WJRE TO BE WHITE AND ~---CONTROi.. WIIING (AWG. IF. #14}, SECURE TO CONTROL WIIE TO BE BLACK IN COi.DR CONTROi.. UNIT AT TERWIALS PROVDED IN CONTROi.. UNJT • UNLESS OTHERWISE NOTED 2. NO Sl'UCES SHALL BE MADE BETWEEN CONTROUER AND REMOTE CONT1191-VALVE 3. CONTROL WJUVG SEQUENCE CORRESPONDS TO OPERATING SEOUENCE OF REMOTE CONTROL VALVES AND Al/TOMA 1IC SPRNa£R CONTROL UNIT STATION CONIECTION (SEOUENCE SHOWN ON DETAL IS FOlf REFERENCE ON. Y, SEE IIRIGA T10N Pl.AN FDR CORRECT VAL VE SEOUENCE} ISOMETRIC AUTOMATIC CONTROLLER IN ENCLOSURE NO SCALE DRAWN --i---------------------t q.1,..-11¥-N~ lheKeith L..andscapeArchitecture, Planning and Urban Design French 415 North El Camino Real JOHN CA-.. ROLLO ENCINA JOINT POWERS CHECKED San Clemente,.Califomia 92672 .... --+----II---+-----+--+---------------------i-------1 GRCDJP Telephone (714) 498·9102 CALicense 1103 ::,AN 8EANAA01Nl) CA • TUCSON Al ' SAN DIEGO CA • BAtc:(AS~IElD (.,A ~AN OIEGO COUNlY, CAllfORNIA TB REV. DATE BY DESCRIPTION j I I • NOTE: I 1 ~----SHUT OFF VALVE 1------BIIASS NIPPLE (TYP.} 4 PLACES ,,.--PRESSURE GAUGE TAP ELL (0·200PSI) 2 PLACES (PLASTIC FACE} "'\._..--ELBOW (BRASS} BRASS NIPPLE OR COPPER PIPE UNION s;;._Jii,V------,-REDUCED PRESSURE ' BACKFLOW PREVENTER PRESSURE SUPPLY LINE • DISCHARGE ~---RELIEF PORT .,___ ___ TEST COCK (.TYP.} 4 PLACES /. '-----STRAINER #60 MESH MONEL BRASS NIPPLE OR COPPER PIPE '---------FINISH GRADE "'-----------~ BRASS ELBOW --PRESSURE SUPPL y LINE INTAKE X 1. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 12" FROM WALLS, BUILDINGS, ETC. 2 . ALL ABOVE GROUND ASSEMBLY SHALL RECEIVE ONE (1) COAT RED LEAD PRIMER AND ONE (1) COAT PAINT AS SELECTED BY ARCHITECT 3. WHEN UNIT IS NEXT TO BUILDING , WALL, ETC., TEST COCKS ARE TO BE ON OUTSIDE ISdMETRIC . REDUCED PRESSURE, BACKFL,OW PREVENTER · NO SCALE \ \_, ti -----FINISH GRADE, LAWN AREAS ...,__ __ FINISH GRADE, SHRUB AREAS ~". ------"<----ROUND,PLAST/C BOX AND COVER COVER MARKED : .,R/GAT/ON GA TE ~~~-l------HAND WHEEL OR BRASS CROSS HAMXE r----PRESSURE SUPPLY LINE (SEE SPECS.} .,.---PEA GRAVEL (MIN. 2 CU. FT.} / / / ISOMETRIC GATE VALVE NO SCALE ENCINA WATER POLLUTION CONTROL FACILITY PHASE IV EXPANSION ..,.,,qs. \h A. N3, J~ JOB NO . FO 2988 DRAWING NO. IRRIGATION DETAILS CAL TRANS --SH_E_E_T N-0-. -I SLOPE L-10 OF /(o A B C D PD?-/(c ) N >-x 3:: > ::::, (/) a: 0 C. z :::!: ..J ~ .., J: C, ~ w 0 u CD < TB I & REV. I I I I I 3 I E4EVATION __.--IDENTIFICATION PLATES ,w,v GV 0 0 . ~ • Al2 ~ r--1 CONTROLLER ANO STATION RECLAIMED WATER WAR SIGN WHEN REQUIRE NING D I I -" ' L __ ..J ONE MACHINE SCREW EACH PLATE • TYPICAL ----------VALVE BOX CO VER-1111 Q IDDITt,tCATION LEGEND ltlMOTE CONTROL VALVE --ACV MANUAL CONTROL VALVE --MCV WYE STIIAIMEA ASSEMBLY -WIA GATE VALVE ---------GV ftULL . aox ----------Pl 4-~-OH V.Al-V~ 1AI L--Pt:?~P ff./'2 .~0 ffe,I<., .C.AL 7.IZANS co/ZR~•/IL:>A/S - --------~ DATE BY DESCRIPTION ... PLAN CRILL PLATE & COVER TO ACCEPT SCREW 1/4" SLOTTED HEAD MACHINE SCREW 2 • WASHERS & NUT PLATE COVEii--....., t-,c:.:=~r-j SECTION VALVE BOX mENTIFICATION DESIGNED c,,i.1.. i MN S DRAW'\,s, Cr'rl-TM CHECKED lheKeith Lanoscape Architecture, Planning and Urban Design c h 415 North El Camino Real rrenc San Clemente, California 92672 . GRCDJP Telephone (714) 498-9102 CALicense 1103 :2~ft:J1 2 1 (COVER FINISHED GRADE VALVE BOX _j OPENING VALVE BOX ~-A<.Jv. 11 l:W LA 7BIAL lM ....,,<=-~-ct ENI MQl'fU ... 11• 111W l' lM • -lt'l11H AS 'EOI li ,SCP iMC PF£ DEPTH IN Tl&ICIES ., .,.., .. 1JOHN CAROLLO ENGINEERS PHQO,m,, Al · WAl ",\J. _' l'.IH II l A ENCINA JOINT POWERS ', 'UUf\i1AIN VP.IL!'' <lo • v,..,,i,, ,I\ ( -" :,Ar,. BE.RNARl'.JIN~ , .,_ • lUL::-0~ .11,' SAN DIE:GO CA · BAKf ~S• If Ln > II SAN OIEGO COUNTY, CALIFORNIA :I I I .-~ -~-·✓ ., r-.....---- 1 ~ I I I / \ / . ------y -7 ----r-I I i \ \ I I ' \ !II: I i --------, .J }' I I ,.,_ -------1....... --,, I ELEVATION VALVE NO SCALE NOTE: CAL Tf!UJ.iS DETA/J.~ TO TAKE PRECIDENCE Y ,,, o.ta. OF s,eett~A#C#ES, J ~/ . . ··'\__~~. -----~ / PAINTED ON EACH BOX \'i 'jlo1 VALVE SEQUENCE TO BE~ • ~0 · , ,.s CONNECT WlltES Bl' -----, ''ol' ,,,.,...::----BOX TO BE PLACED AT RIGHT ANGLES TO HARDSCAPE EDGE CRIMPING USING WIRE ~ NUTS AND SEALING WITH PEN T/TE WIRE CONNECTORS FINISH GRADE LAWN A !~. FINISH GRADE SHRUB AREA v'' .. ISOME11llC / ..r--: 12•x ta• PLASTIC BOX AND / COVER WITH LOCK TOP MARKED: /RR/GA T/ON CONTROL VALVE-SEE VALi/i: BOX DETAL THISS#eeT ~r---NON PRESSURE LINE FITTING CURL TYPE EXPANSION LOOP (MIN. 24•J ,,___ PVC LINE PIPE SOLENOID FLOW ADJUSTMENT ~7""--PEA GRAVEL (MIN. 3 cu. ft.) . .....,~~C, ___ PVC SCH. 40 MALE ADAPTOR -..__ PVC LIE Pf>E MM. SCH. 80 ----PRESSURE stff1t. Y LIE FITTWG (SEE SPECSJ '-------COMMON WIRE TO CONTROLLER ,._ ____ CONTROL WIRE TO CONTROLLER NOTE: INSTALL CONTROL VALVES MIN. OF 3ft. APART IN SHRUB AREAS UNLESS OTHERWISE NOTED REMOTE CONTROL VALVE NO SCALE No. 1103 'd,. JOB NO ENCINA WATER POLLUTION CONTROL FACILITY FO 2988 PHASE IV EXPANSION DRAWING NO. SHEET NO. L-11 OF lu:> B C D FDP -f (c) " ? \:7 .,, ~ --~ n' n~ .._, 0 ~l ~~ 0 "' ... ;. :ti ") ' ~,>~ ..... C' oa • --v "" .. ""' --~ ~t I ( N ► X ~ > ::) Cl) a: 0 Q. z ~ .J ~ -, J: C, u. w 0 0 ID < 4 MAINTAIN EXISTING PlANTS-Exlsting plants that are nol to be removed and which are within the prOjeCt limits shall be maintained by the Contractcw trvoughoutthelife of the contract asspedlled in these special prOYislons. 0 ' z ----d" 3 • Cl) ASPH --,I-------- <D cri ..,. 0 0 "' • Cl) " Maintaining existing plants shall be linited to the wcwk specified In this section 'Maintain Existing Plants". on 50 O> ---------------+---------------- Existing plants shall be watered in accordance with the provisions in Section 20-4.06, 'Wate<ing", of the Standard Speciffcatlons. When ord0<ed by the Engin""', existing plants shall be pruned as diracted by the Engine0<. Such work will be paid for as extra work as provided in Section 4--1 .03D of the Standard Specifications. When a poruon of an irrigation system operated from a newly Installed automatic controller is completed, the existing plants watered l,y said portion of irrigation system shall be wat0<ed automatically using said controNer. Except as otherwise provided in this section; •Maintain Existing Plants", maintairing existing plants 'Nill be paid for on a lump sum basis. PLANT ESTABLISHMENT WORK-The plant establishment period shall be Type 1 and shall be 270 working days and conto~m t~ State of Cal~ornia Department ol Transportation Standard Specification 20-4.06 Plant Establishment Work". Commercial fertilizer sha!I be applied at the rates shown on the plans and shall be spread with a mechanical spreader wherever possible. The center to center spacing of replacement plants for unsuitable ground cover plants shall be determined by the numb0< of completed plant establishment working days at the time of replacement and the original spacing In accordance wfth the followlng: SPACING OF REPLACEMENT GROUND COVER PLANTS Original Spacing Number of Completed Plant Establlshmern Working Days 1-125 126--190 191-250 12' 12' 9'" 6" Days during the plant establishment period in which any electric automatic irrigation component is operated manually will not be credited as plant establishment working days, unless such manual operation has been permitted by the Engineer or is within the 5-day period specified under "Irrigation Systems" elsewhere In these special provisions for repairing any malfunction or damage to the irrigation systems. Weeds within basin areas shall be controlled by hand pulling. Weeds in other areas shall be controlled by any method conforming to the specifications for this contract. The Contractor, at his expense, may use plants or a larger container size than those orlglnally specified for replacement plants during the first 125 working days of the plant establishment period. After 125 working days of the plant establish,-nent period have been completed, replacement of plants, except for ground cOVOf plants, shall be one gallon for seedling, pot, and liner-size plants; 5-gallon for one gallon size plants; 15-gallon for 5-gallon size plants; and 24-inch box for 15-gallon size plants. As part of the plant establishment period, the Contractor shall submit for approval of the Engineer a watering schedule program for each irrigation controller not less than 40 working days prior to the completion of the plant establishment pe<iod. The instructions to be given to the Engineer during the plant establishment period on the use and adjustment of the installed electric automatic controllers shall be performed and the approved watering schedule program shaJI be implemented within the last 10 working days of the plant establishment period. Such programming shall not. relieve the Contractor of his responsibility to apply sufficient water as-oonditions may require to keep the soil and plant roots moist. A worker who is competent to operate the irrigation controllers shall be present at the jobsite when watering is in progress. ffi . = ,J on "' .. (I) .,. (I) ..,. " .,. cri ..,. \I cri -~ ..,. & " " ii ® "' IS:) ~ U) 0 r..i 0 PLANTING NOTES: 1. All Rhus ovata existing on site shall be preserved. Where proposed planting conflicts with existing, proposed plants shall be relocated in the field under direction of Landscape Architect. 2. " (I) .j "' All Eucalyptus species and all Schinus molle shall be preserved. . All_ Aca~ia baileyana shall be removed. Locations shown on plan may not coincide with act1..al field locations. Where proposed planting conflicts with existing Euc~lyp~us or Schinus trees. proposed plants shall be relocated in the field under direction '"'\ of Landscape Architect. ......., 3 All trees shall be planted a minimum of 10 feet and a maximum of 20 feet from the right ) of way fence between Station 1828+65 and 1818+00. ~~·-~-~~~~-~~-----5 4. Shrubs shall be planted a minimum of 15 feet from fences, guard rads, edge of 5. pavement, shoulders, sidewalks and dikes. Ground covers shall be planted a minimum of 4 feet from fences. shoulders and dikes and a minimum of 18 inches from sidewalks. ------ -- oi" ii .,. <;:, t- ~ -<S; ~ Cl) v" ,-.: ~ ""' & tC ----=,,...~--;-~'--"'"---~"'~"------- <O ui ..,. " (1) ..,. I (I) n. pt) JC Cl) "' <( PLANT LEGEND 0 0 Existing planting per aerial photos. N Tree location per Cal-Trans plans, Contract 11-113334 dated May 14, 1984: 0 Schinus molle to remain Tree location per Cal-Trans plans, Contract 11 -120704 dated December 2, 1968: A Eucalyptus citriodora to remain 0 Eucalyptus rudis to remain J1f Acacia baileyana to be removed "' oi .,. " ASPH --- cri " & ~ & .,. v,, . I;) Cf't.L <::I +-+-,s--CONC ~ eo1--~ 10-~ sj:) -~ ~ '-f' imits A H ----- ~ on N,. I'-on N ~ on <ti N " I') r--:>< N ---- on <ti N " ---- " . I') N ,-.: N "' <ti N,, ,..., <D,. N on N <D" (I) ..,. t? ST/' ICN'7 CAU-~s, ~)(!?TING-J': T~E.ES Al7PEC' ArW GF'OUN[) COI/EF'-C.HA N&E CHii11 t!. 2-T-I TB REV. DATE BY DESCRIPTION DRAWN ott CHECKED theKeith French GR<l.lP Landscape Architecture, Planning and Urban Design 415 North El Camino Real San Clemente, California 92672 Telephone (714) 498-9102 CALicense 1103 JOHN CAROLLO .ENGINEERS PHOENIX_ AZ. • WALNUT CREEK. CA F'OUNTAIN VALLEY CA • VISALIA CA SAN 8£RNAROINO CA • TUCSON AZ. SAN OtEGO. CA • BAKERSFIELD. CA (I) t\i "'" 00 on <ti" N (n <t " 2 "' cri ..,. " --- 0 "' ..,. I Cl) ,c "' cri .,. " &, '() " 0 0 <D ' Cl) ---------------~ 1------ ~ --5i"=~~~,;;;a;;;;;;;;:::::=-::_ ~ "l " t\i "' N>< "' (I) PLANT LEGEND ,.,-" Symbol Botanical Name TREES T-1 A Araucaria heterophylla T-2 • Melaleuca quinquinervia T-3 • Pirius pinea SHRUBS S-1 0 Melaleuca nesophila S-2 © " " t--I'- <5:l Cl) -.,. " ~ ---- Common Name Cajeput Tree . Stone Pine Pink Melaleuca Oleander So - ¢ 0 <D ;,; I Size /Sgal. 5ga!. /t',gal • 1 gal. 1 gal. " I;) i--- ' - ~ -!' Remarks Std. Std. Std • H/L-13, U) d 00 " I 1 cri -----.,. > "' ui N cri ,c ..,. "l-- N-- / (· E::j ~-7 ~I I GROUND COVERS ~ Oelosperma a Iba From flats @ 12' o.c. Dellosperma alba • Frem llals al 12·0.c. with overseed mix Species Gazania splendens Eschscholzia califomica Chrysanthemum multicaule Chrysanthemum paludosum Dimorphotheca pluvialis Alyssum VIOiet Queen Lotus corniculatus Kala --E-900 & ~ -r -.\) ~ "' X I White Trailing Ice Plant While Trailing Ice Plant Lbs./Acre % Purity 8 70 2 95 95 95 2 SG 3 95 5 95 ENCINA JOINT POWERS ENCINA WATER POLLUTION CONTROL FACILITY PHASE IV EXPANSION % GerminatKlf"I 85 75 78 75 TT 80 85 JOB NO. FO 2988 DRAWING NO. ~AN DIEGO COUNTY, CALIFORNIA PLANTING PLAN CAL TRANS-s_H_E[-T-,~--- SLOPE OF l(o A B C D PDP-I (c) . ' > ( l ' I \ I s( ;: . > I ::::> I "' a: 0 Q. z ::ll: ..J lo:: -, J: (!) u. w C 0 [D < 4 \; y ~iw L ,_..""1fl ✓ TREE TlE ~r --2 • STAKES ritlllt tit GRADI . I ...._., __ AOOT BALL @1----TIIII __ I_TAKING ____ _ ill TIE VM T · ST M<.ES WCTM 1'IIU Tl! IMTS~lllli~t-i.~--.... -I ' ..,. - I! -..;_ . I : ...... --- -· . ·_.,_. ---\ u, -'\ . -.... \ efM'fCTIVf • VIN! IT AK.ING 1"111"•3' MIN. STAKES ' 3 FENCE 0A FACE OF WALL . PLANT AS CLOSE T · OR WALL AS POS TOP OF RO SALL 1" ABOVE F HED GRADE SECTION BASIN TYN m (PLAT Mil) FENCE 0A FACE OF WALL SECTION BASIN FINISHED GRADE FINISHED GRADE J TYIII a (aLOPI AalA) • Miil 11!1.> IOP'.ALEMT TO 14 .. Ot.tt«E~ . . DES:GNED C,Ai TJZ,A 5 ..----+----+-----+-----+--~------------DRAWN ...----+-----+--+----+---+------------------jl Q.L_ "IBANS theKeith Landscape Architecture, Planning and Urban Design Fi h 415 North El Camino Real renc San Clemente, California 92672 CHECKED .,__ __ _._ ______ _,__ _ _.____. ___ ---------------1 GROUP Telephone (714) 498-9102 CALicense 1103 ____ _._ --1-.---lf-----i----+----------- ei //, !'Z , "/I) ~ cA ,_ 7;e.A,Vs C 6 ,.,Re=<'T1&,,v,; TB REV. DATE BY DESCRIPTION 2 TOP OF BASIN 3" _/ ABOVE FINISHED GRADE ( FINISHED GRADE / I TOP OF ROOT BALL 1" ABOVE FINISHED GRADE BOTTOM OF BASIN 3" BELOW rNSI E0 ~ MULCH 2-'" DIAMETER SECTION ~~ .--~-------.,- ©~----B_A_S_I N _____ _ TYPE D (,LAT ARIA) TOP OF BASIN 4" ABOVE TOP OF ROOT BALL FINISHED ~~77,~;:;:::,iT,'~~ GRADE BOTTOM OF BASIN -'" BELOW TOP OF ROOT BALL - • SECTION @i-----=BA=-=SIN==-=------ TYPI B: (II.ON AIIIEA> • BASIN N'£/.. EQUIVALENT TO 2-'" OlA..\tE"'ER ENCINA JOINT POWERS ::,AJ\i B[HNARDINC, l A • rucsol\j A,/ SA,._, DIE.GO CA • BAK[HS~IELO ( A V,N DIEGO COUNTY. CALIFORNIA 1 FINISHEO GRAOE TOP OF ROOT BALL 1" ABOVE FINISHED GRADE BOTTOM OF BASIN 3· BELOW FINISHED GRADE MULCH ---._ .--... _ SECTION X v v~ ~ ----v~ @ BASIN • \ TYPE I t,LAT ARIA) ,-.J BOTTOM OF BASIN -'" BELOW TOP OF ROOT BALL - • SECTION ----~' FINISHED GRACE -ROOT BALL ASIN Ht-------------"-' TYPIJ(SLOIIEAJIIAl • BASIN AREA EOUVALENT TO 24" Olt,ttl"E .lb/lJlfln, ENCINA WATER POLLUTION CONTROL FACILITY PHASE IV EXPANSION JOB NO. FO 2988 DRAWING NO. A B C D ~ '"'o -~ ,,> \II PLANTING DETAILS e "'~ > CALTRANS -S-H-EE-TN_O_,~ ~ ~ ~ SLOPE L-;;J 3 .., 0 , l&-~ PDP-I (c) < ~ • N >-x ;: > :::, (/) a: 0 Q. z ~ ...J ~ -, J: C, ~ w 0 (.) (J) < I u 4 3 PERMITS PLANTING AND IRRIGATION SPECIFICATIONS FOA USE IN CONNECTION WITM THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, OATED::JANUARY, 1988 ICVI~ •. 7 JFE 111 wozx · oaot• 0, woa. INALL COWOIIM TO TWI IIIIOVIIIOMI NII UCTIOIII 1-1.01. 'O-DI• 0, woa.· 0, , ... ITMID.UO ..-1cw1CATIOIIII ANO TNIU a,ttCIAL NOVIIIOMI. •. ,nnsnmtt '\TIOII 0, MDFUTY: ATTDITIOfll II DUIICTIO TO UCTIOfll 1• ,.,, -...uzvArlOfll 0, ••o-a•TY" 0, , ... r·na:o:ino IHCWICATIOMI AMO TNIU ... CIM. NOVllfONlc . 1. AJIIY TTU, IIIAIII 011 IILAIIIT UNO TO IIPI.AGI Aal W M•ID OIi OAMAUO TTU. 11••U1 oa IILAJIIT a.MALL M , .. IAMI ..-.ca11 U TNa TRII. IIITIJa on IILAIIT Mlt11 ~AGIO. 4LL IUCN WLACIMaNT IILAJIITIIIIG IH ♦LL II C;QINITIO M•?O "0 TNI ♦CCF•TAMCI 0, TNI COIITllACT. I, TNI ISISIIIMN liU OJ TRII -~•C■lllt'.T IHN L U 14•~ IOll MID TNI MU 0, 111•·:t "l&IIL•c•·•r" IMAA.L M 11 GALLOII. I. Ml'LACI .. NT IIOII .. OIWO COVU IILAJIITI IWAU II JIIO¥ 1111.ATt ANO IWALL U IILAJIITIO ll•WCNII Otl caMTIA. 4. RIIILAC':ISINT 1111.AJIITIIIIG IWALL COlltllOIIU TO TNI NOll!l!Qtll "II IICTIOfll 10•4,0I, "IILANTIIIG' 0, TNI ITMID.MIO INCWICATIONI. C, DtNtU "'IUAII: ATTIIIITION la Dill&CTIO TO IICTION 7•J.11, 'COIIT•ACTOT'I RIPOlll!IJI.ITV ,on TNI WOM AMO M&TllliALI', 0, THI CTAIIIOAJIO a,tlCWICATIOIII AMO TNIII PICIAI. IIAOYIIIONI 1. DAM.AU TO IL°"I 0lt OTHI• llllaTIIIG MCILITIII OCCUTAIIIIG ll'tl!Oa TO THI "''"''O•sarc1 01' TWI WOM NOVIOIO JOI! 1111 THla coai,aACT IN.ALL RE .,,..,.ao 0■ •tCOtillTRUCTIO IV TNI' CONT.ACToa, Al Dl■ICTID IV THI IIIICllai&I•. COWOIIMA SYITEMI.' OJ TNI PIIOYICIO NIGNWAY "LANTING AND IAalGATION A, UNl•AL: TME WQaK l'ERFOIIMED 1111 CONIIICTIOIII WITM MIGMWAY ltL.♦IITING AND taa•GATIOIII IYITIMI INALL CONl'OAM TO THE . MQVIIIONI IN IICTION 10, 'l•OCtOlil COMT•~ A,1110 MIGMWAY PLANTING', OJ THI ITAMO.t.aO a,1c1J1CATIONI AIIIO TNI .. _,.ICIAL NOY'IIONI. I, UIIT .... IIU,IIT-AM •••et••'IOII PACH !TIii: IN ADDITION TO TNI MOVIIIONI IN I.UO .. CTIOIII 10, TNI WOM PUl'OMIWtl Iii COIIIIIICTION WITW IWIIOUI lllllTIIIG NIGNWAV IILAIITING AMO •PIGATION JAGM.,ITl&I IHI'' COWoaM TO TNI Ncu•at:ttl IN MCTION 11, "lllllTIIIIO ...... WAV '-'CILITIII" 0, TNa ITAMDAJIO 8NCWICATIOMI MIO TNIU _,..CIM. MOll1C•0t11 C, CNTCZISIC ... RFUDllllll Ullfa lt•IOM IIACN 19 ... : WMI .. OAMAGI TO lllllTIMI ••• .. ••ION JACIL.ITIFI If C+:!IID •• TNI COIITRAC,oa't OP'ltA•tONI, TN■ COMT•ACTOII ttc!' I, AT .. IPCIMCE, na11A11 0A IIUILAGI "•H•M!I IIAc.lL.JTIIC ••o• TI.V. 1. llUaTIIIG •mtA"''iOII JACILITIFI_ VtlllM INOW ON TIIIE 11L.W TO II TIMOVCO, lllltLL II NMO'HIII MIO o•CIIOIIO o,. IIIOTTIOflla o, IWTINe :ZTlfl"'IOfll JACIL•TIFI TMAT W Ml•I Tt:AN l•IMC .. I MLOW TNI WACI 0, TW 0101 IIID ....... II' ·••ro1110 IN IILACI IN U1U 0, RIMOu,_ IUCN fftCN !T .. I. I, WIDIATILV Al'TP 01.11:0IIIIICT-Aa1 UISTINI ••teA"'IOII MCLITV TO II •7110"10 JTOM A MCILm TkAT II TO MY ♦IN IN IILACI, THI RIH ♦•Nlllll ·•cu,,., IH ♦LL M :,;r:e:nc:Tlb TO TN■ IIFW WATO MCLITY, CtPPIG Ga -,HCCII •. y;pp;-u .... , ... 11.Mffc: .... , .. IILMITI TNAJ w NOT TO ... •111ovao MID WIIICW..,. WITNMI , .. •o•ct LIYITI IH ♦IJ U M.♦ANTAMIIO CY TNI COfllTIACTQa Tl•AIVIFHOU'P TNI I.WI 0, THI COIITIIACT Al IHCIPIIO 1111 TNIII IHCIAI. ~ulCIOM■. I. MAIIITtMIW• lll•ITIIIIG IILAJIITC OWN L M LIYITIO TO TNI WOAIC INCWl&O IN TMII IICTIOII "l&A.WTAIN IIUITINI IIL.AIITI'. I, lllllTIIIIO llt,AIIITI IMAL.L II ......,, IN ACCOIIOAIIGI WITN , .. MOV•IIONI IN MCTION 10-,.M, "WATIW' o, THI 1•t1100!IO al'ICII' ICATIOIIIS. I. WHIIII A IIO'ITIOII 01' AN IIIUl•GATIOII IYCTIM °""ATlO 'IIOM A IIIIVLY INaTALl.10 AUTOMATIC C0111Ta011 I• 18 COWUTEO, TNI EXIITING IILAIIITI WAT'IMO IY IAIO ,o■TION 0, IUICIATION IYSTEM INAU. N WATUIEO AUTOMATICA1.LY U$1NO WO CONTaOL.UII. c. H- v++ 1-r . ·&, ((·/'Z • '/'O /Zn<-CA I-1/2.AA}S CLJf"./'</?c.71,!!l,/S --- --------------- TB REV. DATE BY DESCRIPTION IU 111a1GATION IYITEIII DESIGNED A, UNillA&,: IIUIIGATION IYITEMI &HALL IE FURNtlMIO ANO INSTALLED IN ACCOIIOANCI WITH TME l'R0Vl810NI IN SECTION 20•6, "IRRIGATION IYSTEMI', o, THI ITANOAIIO SPECIFICATIONS ANO THESE SPECIAL Pl'IC'lle10Ns. 1. ALL MATlalALI FOR THE 1a1UGATION IYITEMI. UNLESS OTHERWISE l'IIOYIDIO JC)III, IH.ALL IE COMMERCIAL QUALITY . 2. c0111c•tTI ,oa 1aa1GATION l'ACILITIEI, UNLEII OTMERWIIE l'ROVIOEO FOa, IMALL Tl 1taODUCEO IIIIOV COMWalllCIAL QUALITY AGGIIIEGATES AMO ClMIIIIT AIIID IMALL CONTAIN NOT LEII TMAIII 470 l'OUNOI OF CEMINT ,1a CUIIC YAIIIO . HANO MIXING OF TME CONCRETE WILL SE l'I.MITTID 1x,011D To, IURFACEI OF FOUNOATIONS ANO P,\08 IMALL MAI/I A MIOIUM POOM FtNISH APl'LIED PAIIALLEL TO TME LONG 011111.lllllo,,i o, THI FOUNDATION AND 11,\0. 3, WATI• LINE c•OIIOYEA ANO 81'RINl(LER CONTIIQL CROISOVER EllTENI.IONI IHALL MATCH THI EXISTING MATEIII.ALI ANO SIZES. AJTla A C•OIM>\111111 II EXTENDIO. TMl ENTIRE. LENGTH OF THE EXTINDIO WATEa LINI CAOSa01/ER SMALL SE TESTED FOR LlAkAU Al aH:CIJIEO IN SECTION 20•6,03G, 0 1'REISURE TESTING," 0,, TME ITANOARO ll'ECll'ICATIONS. ,. REIIAIR OF THE IIHIIGATION SYSTEM SMALL BE MADE WITHIN 6 WORKl~G DAYS OJ A MALFUNCTION OR DAMAGE TO ANY PORTION OF THE SYSTEM. 6 . ANCM.E M.TTEIIN (80TTOM t~ET) REMOTE CONTROL VALVES SHALL BE tNITALLEO WITH A UNION ON THE DISCHARGE SIDE OF THE VAL VE. STIIAl(IHT l'ATTERN (SIDE INLET) CONTROL VALVES SHALL 8E IN8TALLEO WITH A UNION ON THE INLET AND DISCHARGE SIDE OF TME VALVE. UNIONS MAY BE AN INTEGRAL PART OF THE VALVE BODY . I. AIIEIII AND Nll'l'LEI FOR THE IRRIGATION FACILITIES SHALL BE SCHEDULE 80, PVC 1220, POLYVINYL CHLORIDE PIPE CONFORMING TO THE REQUIREMENTS OF ASTM DESIGNATION: D 1786, UNLESS OTHERWISE PROVIDED FOR IN THESE SPECIA', PROVISIONS OR SHOWN ON THE PLANS. 7. IRRIGATION SUPPLY LINE AND ELECTRICAL CONOUIT INSTALLED IN A COMMON TRENCH SHALL NOT 8E INSTALLED ABOVE EACH OTHER OR ABOVE ANOTHER PIPE . 8 .. PRIMERS ANO PAINT FOR APPLICATION ON METAL AND WOOO SURFACES SHALL BE THE BEST OUALITY GRADE OF THE SPECIFIEC1 TYPES AS REGULARLY MANUFACTURED BY A RECOGNIZEO COATING MANUFACTURER . THINNERS AND COLORING TINT$ SHALL CONFORM TO THE COATING MANUFACTURER'S RECOMMENDATIONS. COATINGS SMALL NOT BE THINNED EXCEPT AS REQUIRED FOR APPLICATION . COATS FOR EACH COATING IYIJEM SHALL BE COMl'AT18LE WITH ONE ANOTHER ANO 3HALL SE MAOE BY THE SAME MANUFACTURER . TESTINC) OF l'RIMER& AND PAINTS WILL NOT BE REQUIRED . I. TME TMlllO l'AIIAGIIAl'H OF SECTION 20-2.168( 1 ), 0PLA8TIC PIPE SIJl'PLY LINI', OJ THE STAHOARO SPECIFICATIONS 18 AMENOEO TO READ : TMM.AOED FITTIIIIOI AIIIO FITTINGS TO IE SOLVENT CEMENTED TO l'LA■TIC l'll't IUl'PL Y LINE SHALL IE INJECTED MOLDED PVC, ICHliDUI.I 40, CONJo■MING TO THE AEUU1A1<111£NTS OF AliTM D&■IGNATION: 0 24". 10 ... ,MOO I .... taual TIITING, Al ll'ICIJIEO 1H IICTION 20-6.0aG(IJ, ...TMOO I.' 0# THI ITANO.AAO ll'ECll'ICATIONS, SHALL 8E DONE AT IIIOT LIii T~ 10 "0UNDS 1'£111 SQUARE ~ MIIEA&URED AT THE MIGNEIT ILIVATION OJ THAT l'OIITION 0, TME SYSTEM BEING TEITE0- 11. ONLV ''""INI TIIIENCNII AMO EXCAVATION ,ITS JOit SUPl'LY LINES NINO aa:,,1,110 IIAOM ONE WATP SERVICE l'OINT SHALL IE OPEN AT ANY TIME. 11. COIIITIIOL I/ALI/II SHALL IE INITALLED A MINIMUM OF 8 FEET ANO A MAXIMUM I FIET JIIOM CUA■S, DIKES ANO N,\/10 IMOULOEIIS. IN AIIIAI WNEIIE COIIITII~ VALi/Ei CAN IIIOT IE INSTALLED Al l'AOVIOIO NIMIN, COIIITIIOL VALi/ii SMALL IE LOCATED Al OIIIIECTEO IV THE IICGMIIP. I, VAL'fll; ELECTRIC IIEMOTE CONTIIIOI. VALVEI SHALL CONFORM TO THE JOLLOWIIIIG:' 1. 1/ALVII IMALL IE , /Bf'ZA='5 ote.-BfU>NZE AND $S-F f=L.LA,/./tNS, A,;; S{"EC-IFIE=C' o/.,j /'L.-ANS , ____ .-A_,, ____ ~£ 2. VALi/ii &HALL II NOIIIMALLY CLOSED . 3. VALVES IHALL IE COMPLETELY SERVICEABLE FROM THE TOP WITHOUT REMOVING THE VALVE BODY FROM THE SYSTEM . 4 . VALi/Ei SHALL IE EOUll'PED WITH A DEVICE Ti,tAT WILL REGULATE ANO ADJUST THE l'LOW OF WATER ANO SHALL BE PAOVIOED WITH A MANUAL SHUTOFF. THE MANUAL SHUT•OFF SHALL 8E OPERATEO BY A CROSS HANDLE. ~ 1'12,ANS DRAWN CAL-"Tf'-ANS CHECKED ~,:ft.TM theKeith Landscape Architecture, Planning and Urban Design French 415 North El Camino Real San Clemente, California 92672 GR<l2JP Telephonet714) 498-9102 CALicense 1103 c. 2 o. THE VALVES FOR EACH CONTROLLER SHALL BE THE SAME MODEL SERIES AND SHALL SE COM""TIBLE WITH THE MODEL SERIES OF THE CONTROLLER. 6 . VALVE SOLENOIDS SHALL OPERATE ON THE LOW VOLTAGE A/C CIRCUIT SUPPt.lcD BY THE CONTRO~~Ef'I . 7 VALVES SHALL BE ANGLE PATTERN (BOTTOM INLET) OR STRAIGHT PATTERN (SIOE INLET) AS SHOWN ON THE PLANS. 8. VALVES SHALL IE PROVIDED WITH A MANUAL BLEEDING DEVICE . 9 . VALVES SHALL BE EQUIPPED WITH AN INTERNAL DIAPHRAGM INSTALLED IN THE VALVE BODY CASTING . VALVE BOXES : VALVE BOXES SHALL Bli EITHER PRECAST PORTLAND CEMENT CONCRETE OR PLASTIC , PLASTIC VALVE BOXES SHALL BE MANUFACTURED BY THE SAME COMPANY . 1. PLASTIC VALVE BOXES INSTALLED IN AREAS WITH SLOPES STEEPEA THAN 4: 1 SHALL BE OF SUFFICIENT RIGIDITY THAT WHEN A DESIGNATED CONCENTRATED FORCE IS APPLIED PERPENDICULARLY TO THE MIDPOINT OF ONE OF THE LONC. SIDES AT THE TOP WHILE THE OPPOSITE LONG SIDE IS SUPPORTED BY A RIGID SURFACE. 0 • THE COVER CAN BE REMOVED WITHOUT THE USE OF TOOLS . THE DESIGNATED CONCENTRATEO FORCE SHALL BE 150 POUNDS FOR A BOX WITH COVER DIMENSIONS UP TO 12' X 17', AND SHALL BE 100 POUNDS FOR A BOX WITH DIMENSIONS LARGER THAN 12• X 11•. COVERS FOR PLASTIC VALVE BOXES SHALL BE PLASTIC . 3. COVERS FOR ROUND CONCRETE VAi.VE BOXES AND VALVE BOXES INSTALLED 1111 PAVED AREAS SHALL BE CONCRETE. CAST IRON OR STEEL. 4 . ALt OTHER COVERS FOR CONCRETE VAi.VE BOXES SHALL BE PLASTIC. 5 PLASTIC COVERS FOR CONCRETE VALVE BOXES SHALL BE FIBER AE :NFORCED PLASTIC D . VALVE BOX IOENTIFICATION: COVERS OF ALL VALVE BOXES ANO PULL BOXES SHALL BE IOENTIFIED ON THE TOP SIDE av A PLATE WITH THE APPROPRIATE VALVE IDENTIFICATION NUMBER OR NUMBERS AND LETTERS SHOWN 0111 THE PLANS.~-~---. & fftE I.ETTERS AND THE "NUMBERS SHALL BE FORMED BY TH&...£\ ~ FOLLOWING ._.ETHOD : ~ 1. ENGRAVED IN A 2-1.AYER, EXTERIOR•SIGN•PLASTIC PLATE OF CONTRASTING COLORS . 2 THE PLATE SHALL BE A MINIMUM OF 2 INCHES BY 3 INCHES BY 1/ 111 INCH THICK . ·THE I.ETTERS AND NUMBERS SHALL BE A MINIMUM 1 • 1/8 INCHES HIGH. 3 . THE ENGRAVED LETTERS A.NO NUMBERS SHALL EXPOSE THE CONTRASTING LAYER OF PLASTIC . 4 . THE PLATE' SHALL BE ATTACHEO TO THE COVERS WITH COMMERCIAL QUALITY BRASS OR CADMIUM-PLATED BOLTS, NUTS ANO WASHERS AS SHOWN ON THE PLANS. E. WYE &TIIAINEII AIIEM ■LY : A WYE STRAINER ASSEMBLY SHALL CONSIST OF f. ffi WYE STRAINER, UNION, HOSE. VALVE IOX, WIRE MESH ANO FITTINGS AS SHOWN ON THE PLANS . THE WYE STRAINER SHALL HAVE A-N ALL BRONZE BOOY WITH A REMOVABLE 40 MESH STAINI.ESS STEEL STRAINER . THE WYE STRAINER SHALL BE EQUIPPED WITH A BRASS HOSE BIB TYPE CLEANOUT . THE STRAINER SHALL BE CAPAILE OF WITHSTANDING A COLD WATER WORKING PRESSURE OF NOT LESS THAN 250 POUNDS PER SQUARE INCH. FIVE FEET OF 6/8-INCH GARDEN HOSE SMALL BE ATTACHED TO THE HOSE BIB WITH A J/4•INCH INTERNAL PIP!: SIZE (IPS) FEMALE FITTING. ALL PIPE FITTINGS SHALL BE BR~.ss OR WROUGHT COPPER , THREADED TYPE OF :.;TANDARD MANUFACTURE. WIRE MESH SMALL BE 1/2·INCH, 18 GAGE GALVANIZED WIRE . Reduced Pressure Backftow Preventer: Maintain pressure differentials by two spring-loaded diaphragm actuated differential pressure relief valves. Failure of any part vital to prevention of backflow shall be indicated by a continous discharge from relief valve opening. Moving parts shall be easily removed and replaced without disconnecting preventer. Parts shall be fabricated of corrosion resistant materials. Unit shall operate automatically on line pressure without any manual control or assistance. Equip unit with gate valves and brass strainer wrth 60 mesh screen. vNDS~~ \\l A. ,, No. 1103 JOHN CAROLLO ~•N BEANAADINL (_ A • rut.. su ... A; SAN OIE:00 CA • BAMRSI-IEl fl , r. ENCINA JOINT POWERS >AN [)l[GO COUNTY , CALIFORNI A IV 4,L 1 n corrosive soil conditions al brass pipe an IttIngs -... installed below grade shall be painted with two coats Koppers #50 Bitumastic or wrapped with two layers of asphaltic pipe wrap. , -~ -• S1'1t1NK1;1!11S: SPRINKLERS SHALL BE THE TYPE, PATTE.N, ANO MATERIAL AND SHALL HAVE THE OPERATING CHARACTERISTICS SHOWN ON THE PLANS . 1. PLASTIC PIPE : l'LASTIC PIPE SUPIILY LINE SHALL IE POLY-VINYL CHLOAIOE (Pl/Cl 1120 OR 1220 PRESSURE RATlO PIPE WITH MINIMUM PRESSURE RATINC)I (Pa) AS SHOWN ()N THE PLANS. c{) '1 PLASTIC PIPE SUPPLY LINE WITM RUIIER RING.GASKET TYl'E .roIN·rs SHALL IE INSTAJ.,LEO AT LEAST 18 INCHES IELOW THE FINll!olEc• GR.\OE, MEASURED TQ TMI To, OF TME PIPE . ~ ~ PLAITIC 111111 IUPIILY LINE WITM IOLYENT CEMENTED TYPE JOINTS~ SMALL IE INITALLEO AT LEAST 12 INCHES IELOW TME FINIIMIO GRAOI, MEAIUAED TO TMI TO, OF TME PIIIE, UNLl!l8 OTHERWISE 8"40WN . ON THE PLANS , A NON·HAROENING JOINT COMPOUND APPL•EO IN AwCOROANCE WITlt_ TME MANUFACTURER'S INITAUC:TIONI MAY Ill IUIITITUTEO FOR 1 , ~ P• • THREAD SEALANT 1AP£ PECIFIED IN IICTIQN 20-6,0aE. 'Po•E' OF T11t S'MOARO SPECIFICATIONS. PLASTIC l'IPE l~LV LINE ANO FITTING& TH.AT ARE 2 INCHES OR LARGER IN DIAMETER SM.ALL IE RUIIER RING GA,81(ET TYPE. .ALL PVC l'IPI 1 1 /2•1NCH DIAMETER ANO SA,IAl I ER SMALL II CUT WITH 'PVC CUTTERS'. SAWING OF SAID PPE WILL NOT IE ALLOWED. ELECTRJC AUTOMATIC IRRIGATION COIIPONENTI A. COtllflA I W· ELECTRIC AUTOMATIC CONTROi.LEAS SHALL ■E AS SHOWN ON THE PLAHS ANO SHALL CONFORM TO THE FOUOWING: • 1. WIRES ANO CONNECTORS WHICH ARE NOT ENCLOSED BY THE CONTROUER SHAU BE INSTALLED IN AN ELECTRICAL GUTTER. 2. WHERE DIRECT BURIAL CONDUCTORS .ARE TO ■E CONNECTED TO THE TERMINAL STRIP, THE CONDUCTORS SHALL BE CONNECTED WITH TME PROPER SIZE OPEN-[NO CRIMP-ON WIRE TERMINALS. NO EXIIOSEO WIRE SHALL EXTEND ltEYONCi THE CRIMP OF THE TERMINAL ANO THE WIRCI SHALL BE MRALLEL • ON THE TERMINAL STRIP. 3, A 20-AMPEAE, 120/277-1/0LT, AC 'ON-OFF' SWITCH SHALL IE MOUNTED IN A STEEL BOX W1TM A STEEL COYER ANO SHA.LL 8E INSTALLED IN THE CONTROLLER ENCLOSURE CABINET. TME SWITCH SH.ALL IE INSTALLED AT THE LOCATION SHOWN ON THE PLANS. THE 'ON-OFF' SWITCH MAY BE INSTALLED AT THE PROJECT SITE. I, IUCTIIIC AUTOMATIC COIi".,,. Ip IUICI.OSUIII c:nm ,., WALL MOUNTED CONTROLLER ENCLOSURES SMALL BE HOUSED IN A CONTROLLEIII ENCLOIUIII CABINET. CONTROLLER INCLOIUAE CAUIETS SMALL ■I CONITaUCTED AlilD THE EQUIPMENT WITHIN THI CA81NET8 SH.ALL BE IMITALLEO IN CONFORMANCE WITM THE DETAILS SHOWN ON THE PLANS ANO THEIi IPICI.AI. PROVISIONS. 1 _ OUllt.EX CONVENIENCE IIECEPTACl.ES 8M.♦• I MME IIIIIOUND-,-W CIIICIJIT INTERRUPTtOH A.I OEFINa) IV THE CODE. CIRCUIT IIIITERIIIUl'TION IHALL OCCUR ON I MILLI.AlilPEllt;I OF GAo;.;;,iD•FAUL T cunAENT ANO SHALL' NOT OCCUII ON LEIS TH.AN 4 MILLIAMIIEIIEI. lltCE,TACLlt IHALL BE INSTALLED IClj A WEATHERPROOF HOUIIIIIG WITH 111.AINl'IIOOII LIFT COVERS. 2-THE PL YWOOO MOUNTING PANEL SH.ALL ■I ,AJCljTIO WITH 01111 APPLICATION OF .AN EXTERIOII, LATEX IAIIO, WOOD l'IIIMER A.NO 2 APPLICATIONI OF AN EXTERIOII, VINYL ACaYLIC ENAMEL . THE PLYWOOD PANliL SHALL BE PAINTED ON A.LL 11018 AHO 100£8 PRIOR TQ INSTALLATION OF THE PANEL IN THI C.A■INET ANO EQUIPMENT ON TME PANEL. 3. THE CONTROLLIII CABINETS SHALL IE CLEA.MIO .ANO IIAINTED IN ACCOAO.AIIICE WITH THE REQUIAEMINTI ll'ICIJIID FOR CLE.AN!NG A.NO PAINTING EXISTING .AND REUSED iQUll'MENT IN UCTION lt-2. 11, 'l'AINTING'. OF TME STANDARD ll'l!CIFICATION•. 1xc1,T THE FINISHED COLOII OF THI CONTROLLER C.ABINETI SHALL 11 MEDIUM ■AOWN. THE REQUIREMENT OF THE FOURTEENTH PAAACiRAPH IN SAID SECTION 88•2,18 SHALL NOT APPLY . C. CONDUCTo■I AND IIULL ZOXEI: LOW VOLT AGE AS .UIEO IN THII IECTION "CONDUCTORS ANO PULL ■OXES' SMALL MEAN '38 VOL Tl QA LEIS. 1. SPLICES FOR LOW VOLTAGE NEUTRAL ANO CONTROL CONOUCTOA8 ~HALL CONFORM TO THE PROVISIONS IN SECTIONS 18·2.oac, CONNECTORS ANO TERMINALS". 88-2.oao. •s1tLICING' ANO 81· 2 .oa1_. 'SPLICE INSULATION', OF TME ST AN DARO SPECIFICATIONS, EXCEPT METHOD ■ 0 SPLICE INSULATION SHALL NOT BE UIEO ANO TAPE FOR INSULATING SPLICES SHALL BE POLYVINYL CHLORIDE. SPLICES SHALL IE PERMITTED ONI.Y IN PvLL OR VALVE 80XE8. ENCINA WATER POLLUTION CONTROL FACILITY PHASE IV EXPANSION PLANTING AND IRRIGA Tl SPECIFICATION$ JOB NO. FO 2988 DRAWING NO. SHEET NO. L-14 OF A E I.: D PDP-( (c) - N >-x ~ > ::, rn a: 0 Q. z ::::!: ..J :.:: .., J: C, LL w 0 (.) ID < 4 C, :Ofllflit•W AMO 9IUIJ. IOUI: {CD 7 CJD' I. TNI Ca.lTIIOI. COIIIOUCT()tll 'IIOU AMY ON1 COIITIIOI.LI• &NALL IN TN& IAMI COi.Oii. THE COi.Oii 0, LOW VOl,.TAGI NIUT•AL UID CONTIIQL CONDUCT~ IHl!H lTION lk.AU II hk)WOG.llo!EOUI T .. OUGWOUT TNI INT.,_ T't'Cl(Hl,t 0, TNI IHll'LITIOH. ALL HIUT•AL COHDUCTOIII ·aw.ALL u WWITI; WMITI &MALL HOT IE UIID ,011 CO..T•OL COHDIJCTO••· COHDUCTOIII WITM GIIEEN COLO•ED INIULATION IMALI. NOT IE u,10. AT LIAIT 2 ,11T oar ILACI( SMALL II Llll'T_ aro,a I.ACM CONDUCTO• AT IAClol PULL 0A VALVE IOX. 3 . A PUU. 1011 IN.ALL IE !NIT.ALLIO WITMIII I 'IIT o, EACM CONTIIOLLEII ENCLOIUIIE CAIIINE T 11'011 TME LOW VOLT AGE NEUTRAL AND CONTIIOI. CONDUCTO•I CONNlCTING TO TMI CONTIIOLLIII. D. i?1:tt•'OM IYITIIMe IIUNCTION ♦I TUT: TMI ll'UNCTIONAL TEST FOIi EACM EL.ICT•IC AUTOMATIC CONTAOLLEII AND AIIOCIATEO AUTOMATIC IRalOATIOlil IYITlM U'ECIFllD 1111 IICTION 20•6.027J, "TESTING", OF TME STAMOAIIID PIClll'ICATIONS IMAL.L U N•IIOAMED. 1. TMI 'UNCTION.AL TEST SMALL Ca.llllT 01' NOT LISI TM.AN 6 CONIICUTIVE WORKING DAVI OU'llNO WMICM TIUI EACM CONTAOLLEII IN.ALL MAYf COIN'!TED AT LEAIT 10 COWLITE CYCLEI AUTOMATICAUY ,011 I.ACM ITATIOH COHTIIOU.10 IV I.AID CONTaOLLIIII. i, UN&ATIPACTOIIY Pl.,oaMAHCI 0, TNI IYITIW OEYELOPI, TNI COAIDITIOH &NALL U COll•ICTID AMO TNI TIIT IIIPIATEO UNTIL COHTINUOUI IATIPACTIOIII 01 ~1-ATIOtl •o,t 6 CONIECUTIYI wonu::io 0.AYI •• OITAIIIIO. a. u,oll t:,OIPLITIOH 01' ALL WOIIII: OH AM ... ,.,.,10111 IYITEM u•v10 IV A IINCN I ILICTIIIC IPYICI ll'OIIIIT. ~UO,NG CO,:•ECTION o, Dll'ICIINC'fl. AND A'TIII TNI ,UIIC,.IONAL TIIT II COWLETID ANO ~AMTIIIIO ♦-,S 16AYI IUIII NPAMO, TMi "L.Alllfl TO II PLAClO Ill TNI WA WATIIIIO IV IS,AjQ •UltTIOIII IYITEM &NALL II "LAHTIO. V FIELD OBSERVATION . A, Field Observation Coordination: The following observations shall be initiated by the Com-actor and coordinated through the Owner. The Contractor shall notify the Owner and Landscape Arch~cet not less than 48 hour6 (2 working days) in advance of any observation .. Continued work with4!: observation at these phases of work 1s at the Contractor's risk, ~ any required change or modification at the Contractor's experEe. The Owner shall inform the Landscape Architect as to the pursose and time of the observation 48 hours (2 working days) in ad,,ance. B, Public: Agenc:y Reviews: The Contractor shall notify the appropriate public agency 48 hours (2 working days) prior to any field observation required by that agency as follows: Agency: City of Carlsbad / Cal Trans Required Reviews:· Per cit~ r11au1remen1s and per Cal Trans eRcroilchment permit r : . C. OBSERVATIONS: 1. CONTRACTOR ORIENTATION PRECONSTRUCTION MEETING 2. IRRIGATION MAINLINE AND EQUIPMENT LA YOl,IT 3 .. IRRIGATION MAII\ILINE AND PRESSURE TEST 4 . PROGRESS INSPECTIONS 5. IRRIG~TION COMPLETION/COVERAGE TEST • ' \ll WlW'WAY flLAIIITlll&G •• c . ClPIIR::: TMi ..,oa PEal'OAttlD ... :;Otltll'"Tl()tf ..,,TM ~..,AY Pl.UIT""'- &M41 L COWOIIM TO TKi MOVl&IOMI 111,1 IICTIO'II 20-4. "MIQl,IWAY 11'\.UITING", Of TWI IT AMD.AJIO .-&c;JJIGA TIONI AIIID TMIM IN.c:u.L ,NQulllONI 1 . , ·.i. -shall be planted a minimum of 1 o feet and a maximum of 20 feet from the rig,! of..,., fence t,e-, Station 1828+65 and 1&18+00. 2. a..AUl8: IHA&.L N PLANTEO A llltlltM 1M 0# 16 JUT l'IIOM FElllCES, GU""D RA.IL.I. l0Gf 01' PAVEMENT. IMO'N Ql!le, IIIO&WALKI ANO DIKES. 3 . GIIOUNO COVEii&: 5J,IALL IIE PLUITEO A UIAllttl 1M OF 4 FEET FIIOM FENCES .. ~ AHD OIKl;S AHD A W!Mlt♦t 1M OF 18 INGMi8 FAOM SIDEWALKS. IIMPAM ll'L.AMTW.0 AMAi; PLANTS Al)JACDIT TO DaAIMAClE DITCHES SMJ.l.L fiE 80 1.0CATEO THAT , AFTER COlilSTAUCTION OF THE IA&...S , MO PORTION OF T ME IA&IN W AU.S ".'~ILL BE Li;S& TMJJol 8 FEET l'IIOt,I THE FLOW LIME OF 4N Y GRADED DITCH NOR LESS THAN 6 FEET FROM THE EOG£ OF ANY PAI/ED DITCH . W000 CMINI : AT TME CONTRACTORS OPTl()tll. TREE BARK MAY BE SUBSTITUTED FOR WOOD CMlPt; COMPLETELY OR IN ANV PROPORTION WITM TME WOOD CHIPS . 4ef1 C,t+ OMrr .:1: ,. ,AND ,o-;. A±:lt? 1J. !:;. 4 ---· 5 f /.!'2 . "I,:, 8/1'0 C-AL T,<?AN Co~Ec:.Tt~A./S -~----·-----. TB REV. DATE BY DESCRIPTION 1. Vil • CHECKED ~!'~z~e, 3 PIITICIDII: PESTICIDES USED TO CONTIIOL WEEDS SMALL BE LIMITED TO TME FOLLOWING MATEIIIALS UNLESS SPECIFIED ELSEWHERE IN TMESE SPECIAL • PIIOYISIONS 011 TME CONTIIACTOR HAS SUBMITTED A WRITTEN REQUEST FOR AND MAS IIECEIVED WRITTEN APPROVAL FROM TME ENGINEER FOR PESTICIDES PRIOII TO THEIR USE: METMAM GLYPMOSATE DIOUAT CACODYLIC ACID AMMONIUM SUL~TE OIIYZALIN (PREEMEAGENT) DIPMENAMID (PREEMERGENT) TIIIFLURALII>: (PREEMliRGENT) I. METMAM OR GLYPMOSATE SHALL BE USliO TO KILL STOLON TYPE WEEOS . METHAM SMt.~L NOT BE APPl.1!°0 WITHIN TME :JRIP LINE OF TREcS ,I\NO SHRUBS. 2. AMMONIUM SUL~TE .,.._,__,._ SHALL BE USED ONLY IN AREAS WITM~DELOSPERMA. 3 . PLANTS SMALL BE PLANTED AT LEAST THREE OAYS ANO IRRIGATED PRIOR TO TME APPLICATION OF ORYZALIN, OIPHENAMIO OR TRIFLUR.ALIN . 4 . N.0 PESTICIDE&. EXCEP.T ORYZALIN_l2!:>""~¾7"IE\;;!!'•~l.!i,_Sti,1,,LL )IE APPLIED WITHIN 8A§IN ~!'~M l\,.;j,...,,_..,.....;____ "\.. OR WffHIN DIS.TANCE SPECIFIED BY MANOl"AC~. /4 , ,'\ . . . LB~ GENERAL INFOAMATION 1. IRIIIGATION SYSTEMS INSTALLED BY THE CONTIIACTOR SMALL REMAIN OPERl,TIONAL UNTIL SUCH TIME AS: •· PLANT MAT£RIAL HAS BECOME PERMANENTLY ESTABLISHED, AS DETERMINED BY TME ENGINEER. b . TME IIIIIIGATION SYSTEMS MAVE BEEN INCORPORATED INTO TME STATES WATERING S.YSTEM. AT WHICH TIME A WRITTEN Rl;LEASt: OF REPONSli'ILITY IS OBTAINED FROM THE ENGINEER BY TME PERMIT APPLICANT . / ANT MATERIALS, SEEDS AND IRAIGATION EQUIPMENT MUST BE APP ICE OF LANDSCAPE ARCHITECTURE, CAL TRANS. 3, PLANT MATERIAL 8 ... II SELECTED F OROUGMT TOLERANCE ANO LOW FIIIE•JUEL POTEN --"-· AESTHETICS. OMIT 14, THE DETAIL.I AND TME !"111111'-!CATIONS IMOULD THE o,,1cE OF THE DISTIIICT LANDSCl9Ji~8'.I TECTUJIE 111) 237-7881 OR -1738. b21000. LANDSCAPE IIORK 021001. QUALITY ASSURANCE 021001,01, CONFOIIIIANCE All planting shall conf(>twi to applicable local, County and/or State C.odea, Regulations and RuJ...es. 021001.02. LICENSE All Work sl>all be perfonied by a C-27 California licensed landscape contractor, ano --an ~<ural pest c ontrol operator ncen•~--Li. ·'@ 021002. SITE VEIUFICATION Prior to coa•nceaent of Work, the Contractor shall verify, at the site, all condition■ and di•nsions shown on the Plans necessary to achieve the intended planting. Any discrepancies shall be r~ported to the Owner imaediately. 021003. OOOROIIIATION The Contractor shall be responsible for coordination of his activities with all other trades through the Owner. 021004,. ROUGH GRADE The Contractor shall he reaponaible for finish grade and drainage in newly graded planting areas as specified in the construction documents. 021005. FIELD STAKING 1 Prior ~o ina tallation, tha Contractor ahall locate by stakes or other all 'tre'es, shrub•, · _ '""\.and around. cover1 delineat~on for approval Owner and landacape ~ &. 021006. HORTICULTULU. SOILS TEST means, by the After coapletioa of rough grading and prior to fine grading and soil prepara- tion, the Contractor ahall obtain horticultural aoila teat■ for planting areaa. The tut• ahall include a fertility and suitability analysis with written recoaaendations for aoil preparation, backfill aix, auger hole re- quireaent"a, maintenance and poat-aaintenance fertilizer requirements. The reaulta of thia teat shall auperaede the a•ndaent and fertilizer schedule apeclfied Nrein alld no planting shall be done until the OVner and landscape architect a,pro-. .. the 110ih teat recoa•ndatio-n1. Soils teati-ng shall be done bf Butler'■ Kill, San Dio90 (619)263-6181 the Keitt, Landscape Architecture, Planning and Urban Design Crench 415 North El Camino Real r1 San Clemente. California 92672 GRCDJP Telephone (714) 498·9102 CALicense 1m 2 ; 021007. WRITTEN GUAlANTEE Contractor, shall guarantee all trees in writing, on his letterhead, to live in a healthy condition for one year after planting. Contractor shall replace dead or unhealthy tr~e• 1-dlately. All replaceeents, including planting, 1taking, training. etc •• shall be .u originally specified, without coat to the Owner. 021010. MATERIALS 021011. AMENDMENTS AND FERTILIZERS Aaendment9 and fertilizers shall be e!qu&l to the following minimum criteria and in accordance with soil• report recommendations. 021011.01. ORGANIC AMENDIIENT Nitrogen-stabilized shavings, bark or sawdust (pine sawdust not aceeptable) that meet• the following requirements, Particle size: Minimum. 9S percent passing four (4) mesh screen (1/4 inch). Minimum 80 peC"cent passing eight (8) mesh screen 0/8 inch). Salinity: Shall b4e: no higher tha-n 3.5 millimhos per centimeter at 25 C as measured by saturation extract conductivity. Nitrogen content: 0.5 percent for redwood s~wdust. 0.7 percent !Or fir sawdu1t or shavings. 1.0 percent for fir or pine bark. 021011,02. CCt!MElCIAL FERTILIZER Milorganite eewer ■ludge-ba ■ed 6-2-0 ferti.li:tt!:r 4% iron, 1% sulfur, , 7% calcium, .3% magnesium, and ,11% zinc, Available at Butler'• Mill, San Diego (619)263-6181, Fertilizer ■hall be delivered to the site in the original u-n.opeaed container, bearing the manufacturer ... s gua.ra-n.teed analysis. Any fertilizer that becomes caked or daaaged, making it unsuitable for use, vill not be accepted. 021011.03. SOIL CONDITIONERS Agricultural-grade gypsum, soil sulfur and iron sulfate. 021011.04. FINE SAND Clean, -natural fine sand free from deleterious material, weed seeds, clay balls or rock with 95 percent minimum passing a No. 4 sieve and 10 percent maximum passing a No . 100 sieve. Fill hole augered to 1tfidth and depth re- c011•nded in ■oils report. 021012. PLANT F!RTILIZ!R TABLETS Fertilizer planting tablet• ahall be tightly . coapressed co...ercial-grade planting tablet, having a 20-10-5 fonaula1 weighi"ng 21 gralll8 each, Agriform planter tablets or approved equal. The planting tablets shall be delivered tc the aite in the original, unopened contai-ners 1 bearing the manufacturer'"s guaranteed analyeis. My damaged tablet• will not be accepted. 021014. PLANTS All plants shall aaeet , as specified in the Plans, the follow-ing adnimua. re- quirements. 021014.01. QUALITY All plants shall be in accordance with the California State Oepart■ent of Agriculture ... s regulation for nursery inspectio-ns, rules and grading. All plant1 1hall have noraal habit of growth and shall be sound, healthy, vigorous .and free of insect infestationa, plant diseases, sun scalds, fresh abrasion& of the bark or other objectionable disfigurements. Tree trunks shall be sturdy and will hardened off. All plants shall have normally well-developed branch aysteas, and vigorous and fibrous root systems which are not root or pot bound. All inspection certificates required by law sh.all accompany each shipment and be delivered to the Owner. 021014.02. SIZE The size of the plants will correspond with the American Standard for Nursery Stock and with that nor-lly expected for species and variety of commercially available nursery stock, or a■ specified in the Drawings. Plants larger in size than specified in the drawings aa.y be used with the approval of the Owner, but the use of larger plants will make no change i-n contract price. 021014.03. 11AME All plants shall be true to name a.nd one of each bundle or lot shall be tagged with the bota-nical name and size of the pla-nts i-n accordance with the stand- ards of practice rec011mended by the Aaertcan Association of Nurseryaen. 021014.04. REJECTION OR SUBSTITIITION All pla-nts not conforaing to the requirements herein specified, shall be considered defective, and such plants, whether in place or not, shall be marked as rejected and immediately removed from the site of the Work and replaced with new plants at the Contractor ... s expense. The plants shall be of the species, variety, size and condition specified on the Drawings. Under no condition will there be any substitution of plants or sizes for those listed on the accOftlpanying Plans, except "'1th the expressed consent of the Owner. 021015. TREE TIES Split plastic hose ties to be equal to "Cinch-tie" by Borden Dairy Company. Other tree ties may be approved by the Owner. 021016. TREE STAKES Tree atakea ahall be straight-grained lodgepole pine, free froca k-nots, splits or disfigurements, and pressure-treated with Wolman CCA preservatives. ENCINA JOINT POWERS ~AN Ol[CO COUNTY. CALIFORNI A 1 r 021020. IIYDllOIIIILCK MATERIALS 021020.01. i.uoo CELLULOSE HOLCK Mulch shall be clean, natural, wood cellulose fiber. Natural wood cellulose fiber shall be processed in such a aianner that it will co-ntain -n.o growth or gendnation inhibiting factors and shall be dyed green to facilitate aetering of aateriala. It ahall be Mnufactured in auch • manner that after eacli addition and agitation in slurry tanks vith fertiliier, seed, vater a-nd other approved additives, the fibers i-n the uteriall will becotae unifonaly aua pe.-nded to fora a homogeneous slurry.; and that whe-n hydraulically sprayed on the ground cover impregnated uniforaly vi.th aeed; and which after application, will allow the absorption of moisture and Vill allow rainfall to percolate the ,l\ underlyins soil, ~M.J ~'1 021020.02, FERTILIZER ~ Cro-Pover organic baae .fertilizer and aoil conditioner, or •• specified in soils teat reco.;endations, fertilizer ahall be delivered to the site in the original container• unopened, bearing the manufacturer'• guaranteed analysis. Any fertilizer that becomes caked or damaged will not be accepted, 021020.03. SLOPE STABILENT CHEMICAL Bordens soil stabilent polyaer as manufactured by Borden Che11ical Company 1 (213) 726-2626, or AZ-TAC as 1118nuf ■ccured by Spec Internacional, Inc. and available through S & S Seeds (805) 965-5243. 021020,04. EQUIPMENT Hydraulic · equipment used for the application of slurry shall have a built-in agitatio-n. system with an operating capacity aufficient to agitate, auspend and h0110geneou1ly mix above slurry. Distribution lines shall be large enough to prevent stoppage and to provide even distribution of the slurry over the ground. In order to fcilitate proper cover.age, the pump mat _be capable of exerting up to 150 psi at the nozzle. The slurry tanks shall have a miniaum capacity of 1,500 gallons. and shall be mounted on a traveling unit which will place the slurry tank and spray nozzles within sufficient proximity to the areas to be seeded so as to provide uniform distribution without waste. 021021, WEED KILLER Roundup as aanufactured by Ho-n■anto coapany. ' 021022. SOIL PENETRANT "Open-All" Duetrium Sulphate as manufactured by Oeutral Laboratories. 021023. PEA GRAVEL Conform to ASTM C-33. Size 1/8 inch to 1/4 inch in diameter. Spread to six inches minimum thickness. 021030. INSTALIATION 021031. SITE PREPARATION The Contractor shall remove all weeds, rocks over 2 inches in diameter, debris and other extraneous material from the jobsite prior to proceeding with any t.~i:. tlll~•~~,Jl!lli b .1¢11l-•nner. , ~ m,a Oepartment of Transportation Standard ~cations action 7,1.13 · ~I NACE-'-· Disposal of Material Outside .the. Highway Right of Way. £ • ._--. ... -........._ l.l• V u vt I.,,.. -, The Contractor shall be responsible for surface and underground drainage in accordoance with the Plans, details and Specifications. (Minimum. 2 percent gradient all areas except as noted). 021033. SOIL TESTING AND LEACHING After rough grading and prior to soil preparation; pr.ovide a soil analysis per general planting specifications. If saline content teats in a range high enough to damage most plants or to create permeability problems (exchangeable sodiU11. perce-ntage above 7), treat all areas to receive soil preparation with soil penetrant . Evenly apply a mixture of one gallon of soil penetrant con- centrate with 20 gallons of water per 1.000 square feet of area, then apply 18 column inches of water (with irrigation systera) over a period of time as re- quired to drive mix to a depth _of 36 to 40 inches. After leaching, provide another soil analysis per general planting specification■• lf necessary, amend soil amendment and back.fill 11.ix per soil teat rec~ndations. If no leaching is required, amend soil a■endment and backfill per first soil teat recommendations, if necessary. 021034. FINISH GRADE The Contractor shall be responsible for finish grade in all planting areas. Soil shall be floated to a smooth a~s~a'S! coo,f.orming to JLPC.C~d s a er ettlement-!I~~ .1.~ '-"" ~ • ._ -, £ · ~~...ktnish grade in shrub groun cove i?e"ll's Janet sod turf areas shall be 2 inches below adjacent hardscape. All changes in grade and grades at the limit of work shall be blended to obtain smooth, even t ran■itions and eliminate abrupt change. Finish grade shall be approved by the Owner and landscape architect prior to soil preparatio-n. 021035. SOIL PREPARATION All planting with gradient of less than 2:1 to receive ground cover froa flats a-nd/or turf shall receive the follo~ing amendaenta u-niformly ble-nded into the upper 6 inches ·of ,urface 8011 per 1,000 square feet. THESE AMENDMENTS H,\Y BE SUPERSEDED BY TIit HORTICULTURAL SOILS TEST. Aaondaencs sh■ll be approved by the land.scape architect prior to soil preparation taking place: o 2 cubic yards nitrogen stabilized organic amendment from redwood, fir or cedar sawdust. 0 40 pounds Hilorganite fertilizer, o 17.S pounds gypaua. 021036. IRRIGATION No planting ahall take place until the entire irrigation sys r full auto-tic operation for a minimum period of seven days. ENCINA WATER POLLUTION CONTROL FACILI PHASE IV EXPANSION No. 1103 PLANTING AND IRRIGATION SPECIFICATIONS ~tLPTERANS JOB NO. FO 2988 DRAWING NO. 1------__ _. SHEET NO. L-15 OF ((p A C D PDP -l (c) - N ► X ~ > ::> "' a: 0 a. z ::E ..J ~ .., X C, IL w 0 0 m < 4 CIFICAllONS .(CONJNED) ,tll.Ol7. PUIITIIIG All plant •terial ■hall be •• ■pecified and planted •• detailed -••• wt ■~ '11ere1D. Aa, aubatitution.1 _,at Ila approved in irriting by tl!f...lnclace,_ arehi- '.tect. '021037.01. EXCAVATION s,all ineluda the stripping and ateckl .. of all acceptable topsoil anc-tarad ,within the ■r••• to be excavated for plant pita. ' I ~21037 .02. QUAIITITY llto mre plants shall be distributed In the plant1111 area than caa be plMtad la• •terad on that day. Containan· ■hall be cut and plants reao...i tn •-a l..anar that tha rootball la not broken. Plant■ ohall be planted ~lately latter reao•al froa the container. i io21031. IIAIIDLHG/STOUGE ~l phata shall be handled and stored so they ara adequately protecta,1 h- ~r,1.ac out, ■-burn. windburn or any other injury, or froa vanclali• or theft. @21039. ll.BCTION a, PLANT IIATERIAL I !n.o Owner and landscape architect MY reject any and all plant M .tarial re-p.,... •• uuvitable at any tiae. Such plat\t■ , shall be reaoved fr• the !•Nita at oace and replaced at no additional cost to the Ovner. ' pu04o. LOCATIOII I llll plant locatlon.1 shall be approved 117 the 0-ar and landacape arcllitect F' er to ezcawattoa of plane pits. 'I'll• Contractor ahall obllerve all)' •pacified .laeMloea noted oa the Plans. OU04t. IACVILL NIX ~fill aix around all container Mterlal shall conai■t of the foll...t.• i.af.fenaly blenod Mterlals. THIS SPECIFICATION NAY IE SUP!ltSEDl!D IY TII ilcJaTICULTURAL SOILS TEST. Bacltf 111 atx a hall be approved by the landac- ~rchltect: o 6 part ■ by voluae on-site rock-free surface aoil, uae iaportN topllail for all tree■• o 4 part• by voluM llitrogen atab111zed or1anlc aaendaent■• o 50-100 pound■ Gro-Power Plue per cubic yard of ■tx. • 10 po11n4a 17ps• per cubic yard of atx. Pill to l,ot t• level of root ball with -1....._ of 12 to 14 inches of water. pletN, finish backfllllftl, backfill atxt11re, then leach with a Aft•r leachlftl process ha• been c__. b21042. PIAIITIIIG TABLETS 1!1-.r• Acr1fon, or equal plant tableta ahall be placed in the plant pit al on•~'1rd the depth of the rootball and 2 lnchea ~ fr• the rootball at tlle ~oll-1 .. rate: 0.. tablet per one gallon container. r.o tablet• par flft aallon contatnar. Three tablet• per fifteen plloo container. four tableu par 20 Inch and 2, Inch "°"• ~roueil con:r plants planted. froa flat■ or liner• in. l: 1 or ■t .. per ■lopn ~hall recelw one 5 1r• tablet per plant. [21044. GIOUIID mvsa PLAIITlal: ~11 srOIUld cover ar ... -tad o" the Plau ahall receiH rooted cuttlftl• froa flat• ... ■hall be planted. 111 ■tag1ered rows coatlauoualy under all trees aacl · brulle at tha apact,. indicated on the Plana. All planta shall be protecte4 r• •<71,. out prior to pleating. 1021046. lllTDING l ;1-diataly after plantlac. apply wter to aacb tree -shrub by ••n• of a iioae. Apply water 1■ a -rate atr•• to the plant!• hole until the bacl- '.till atx ■nd r®tball 1• coaplataly aat,arated. Use irriaatlon ayatea 10 thorouehly water graa.l COftr. 021047. 111LCH :the baai• of all 1-lata,I tr_. and ahruba will be a,lched with two lnchea of nltrop11-atabil.lsed redvood aban11p or altarnatift aa approved by the Ovnar. All rrouped plantlac• of ahruba shell have the lndhldual baaino aulchecl to a depth of oa• inch. • j021050. loS!D !IWlICATION ~ l plantinc areu de■ign■tecl on the Plana to be hydroeeeded or aa noted. all r•ceive the following weed eradication. procedure■ after the irrigation yat• haa been installed and accepted and after all boxed and 15 gallon tru• • J\.aw been inatalled aad accepted, but prior to the inatallation of ou and If ive gallon treea0 gr-ci conr and hydr-,lcb Madi"I• ' b21050.01. CLU11-11r 1«111: TB REV. DATE BY DESCRIPTION • DESIGNED ,erro. DRAWN '?10 CHECKED 3 !021050.02. RUILU!R ir•rt111•• all planting area• with a 35-0-0 com•rcial fertilizer at the rate kif 20 pounds per acre and begin watering proc•••• p21050.03. IIATERIIIG l'aOCESS ' illatu all planting areaa thoroughly and continuouely for a pert.ad of three 'week.a. The OWner and landacape architect 1hall approve a apeclflc watering duration and frequency proar• designed to .. ralnat• all residual weed aeeda. :021050.04. FIRST WE!D SPRAY Dlecontlnue watertaa proc••• for two da71 and tllen apply a ■yeteaic weed lttllar at MX1-label rate. Protect plant• to reaain frOOI apray. The ~ontractor ■hall apply the above agent to a planti• area of approJli-tely 11,000 squatt feet and evaluate the affect :va ltlll for wad apeciea involved. :the Contractor shall aake application adjua'tMDt ■uch a1 ' the inclusion of ~ditional apreadtn, agent or ■praying techni41uea In order to UJli■lae the t!:ffective •• of the weed tiller aa apecified above. No irrigation ltater shall be appliod for a ainl-ot··tour daya followt111 application of the · weed ltiller. ~21050.05. WAT!ltING l'aOCESS ' Water all planting areas thoroughly and continuou■ly for a period of three additional weeks. A shorter watering period •Y be peraiaaible at the dia- Cretion of the Owner if he ao detenainea that aer.t.nation of the balance of ~eel •eeda la ■ufficient for an ■ff■ctive till. f21050.06. SICOIID 111111 SPltAY lotacontinu.e watering proc••• for tvo day■ a..._ then ap"ply a sy■temic weed l1ttller al ••1-label rate. Protect plant• to reuin fro. apray. The ~ontractor ahall apply the above agent to a plan.titC _area of approxiutely Jl,000 1quare f .. t aod then evaluate effectl .. coWirage of weed specie■ itnvolved.. The Contractor ■hall uke applicatloG adjuataent such a■ th.111 'incluaion of additional 1preading agent or apraytac techniques in order to :..xiai&e th■ effective u•• of the wed tiller a■ specified abov■• Allow a a.int_. of four day1 without Irrigation for effective ~eed kill. · 021050.07. CLUII-IIP WOU: Manually clea11 ADIi reaove all veeda froa the Work area. 021050.08. PlAIITIIIC PltBPARATIOM Water all planting area• thoroughly and contiDll&Ou■lJ for three consecutive !ll•Y• to saturate upper layer• of •oil· prior to hydroseeding operation. il.llov planti,. area soil surface to dry out for one uy only prior to the hydroseeding application. The ~oil surface shall not be super saturated or arr prior to hydr011eedlng. There should be so1N residual ■oisture within the first 1/4 Inch of aoil a11rface. ' 021051. HYDllOS!l!!IIIIG 021051.01. SE!D NIX ' Seed alJlea to lie uaed on this project are designated on the Plans and noted in the plant legend.. 021051.02. HYDa<IIIULCII IIATERIALS Hydroaulch uterial ■hall conatst of the followiDC coapoaenta on a per acre baala. HYDROIIILCII SPECIFICATUONS NAY IE SUPERSEDIID 1Y THE HORTICULTURAL SOIL TEST. Approval of hydroaulch shall be by the landscape architect. o Seed par log end. o 100 lb./acre otablllzer. o 2,000 lb./acre cellulose fiber aulch. o 900 lba./acre Cro-Power Plus. o 400 lba./acre Gro-Power Controlled lleleaaa 12-8-8. o Prior to hydroeeedlng apply 2,SOO lbe. gypaua per acre and scarify into top 1 to 2 inches of soil &nd apply 8 to 10 inches water. 021051.03. GUAIWIT!E The land■cape contractor shall be responsible for the quality of all labor and ~teriala u prowided by ■ubcontractora and ■uppliera, including seed ai•, ~ydroalurry ingredients and their application. 021051.04. Plt!-SOAKIIIG SEED Seed noted to be pre-■o.ited shall be done so in clean potable water for twelve ~ 12) consecutive houra prior to hydroaeeding. After soaking is started, seed 'that drys out will be dee11ed unacceptable. 021051.05. PltEPARATION I All hydro.lurry ai.Jlel shall be 1111.xed at the ■lte under the observation of the ()vner and landscape architect a1 it 1• placed tn the hydroalurcy tank. legi'ft ■lurry preparation by adding water to the tank when the engine is at t)fte-half throttle. When the water level ha• reached the height of the agi- ~ator abaft and good recirculation has been established, add the fertilizer to the aixture (the tank shall be al least 1/3 filled with voter at thla tiae). Open the engine throttle to full speed vhen the tanlt is 1/2 filled with water. Add all organic a■end■enta, fiber•. seed ■ix and cheaical• by the t1ae the tank Is 2/l to )/4 fall. Start apr■ying 1-diately vhen the tanlt Is full and the slurry la atxed. 021051.06. APPLICATION Apply the hydroaulchinc in the fon1 of a slurry con1lating of organic soil -nd-nta, coallierclal fertilizer, and other che-.tcal1 called for. When -hydraulically sprayed oato the 1011, the •lch shall fora a blotter like •terlal. Direct the ■pray operation ao that the slurry 1pray will also penetrate the aoil •urface1 •• to drill and lllx the ■lurry coaponent■ into the aoil, thua enaurifll u.Jli■w1 i■pregnation and cowerage. The i■pregnation and ■lxlng of the c•ponenta will help In ratalni111 -,lature while atabillzi"l! soil surface froa ■urficial erosion. 2 !Spray the area vi.th a unifora vi1ible coat u1iq the jloa• fiber or organic ••od•nt •• a viaual pide. '.plied in a downward aotion ria a fan ■tr•• nozale. 021051.07. TIME LIMIT darlt color of the cellu- The alurry ■hall be ap- All hydroalurry aiJlture that ha1 not been u•ed within tvo hour■ shall be ~iapo■ed of off-site at the Contractor'• expense. .021051 .08. CL!AN-UP k.ny slurry aprayed or spilled ln an area other than that desi1nated in the Plans shall be cleaned up at the Contractor~• expenae. P21051.09. HYDROSEED WATERING 1. Cerainatton State: Approxlutely twenty-four houri after hydro- ■ulching the planting area■, initiate the watering aequencea Th• ~at■r should be left on long enough to moisten the ■oil thorouahly to the depth of the fiber, taking care not ' to a.apersaturate or to wa■h the fiber or ■oil particle• off the ■lopea. Ttl• Contr~tor vtll have to repair all· ■•N ••hlna: or erosion a't hi1 own ■Jl pense. The fiber and Mad -•t be lrriaated lightly and frequently ~o aaintain optt .. .:iiiature content for -Jli■&m 1eraination. At ~11 tiM• the irrt1etion ■J•t• 1111at be observed vbile in opera- tion. Irrigation sequence 1111st be deterained by air te■perature, prevailing wind wlocity, eoil teJlture, orientation and other logi1- tical probl.,... It la 1-r■tiva that the ao11 be kept -,lat a, all ti■e■ during the germina_tion period. The light, frequent irrigation ■eqW!!nce shoUld continue until the ■eedli'ftge have 1rown lteyond the ger■ination stage. 2. Eatabllslaent State: At the end of the 9o-day establl•-nt period. as det■nained by the landscape architect, reduce the v■-tering fre- quency to once every three days I while increaalng the duration of the veter aufficiently to allow for -■Jliaua water penetration for the a:pancliftl root ay■t-, while at the aaee tiae takina: care not to cauae ero1lon. The preciae watering reduction progr-■hall be deteratned by the landscape architect. 3. Hardening-off St .. e: The lrrlaatlon sequence (frequency) shall be reduced while the duration of each watering cycle ■hall be in- creased. A specific watering pro1r• shall be approved by the Owner and landscape architect but ahould approJliaate watertnc 0t1.ce a day through coapletion of the uintenance period. .021060. FIELD OISERVATIOII 021061 . FIELD OBSERVATION COOIDIIIATION The following obraervat1ona shall be initiated by the Contractor and coordi- nated through the Owner. The Contractor shall notify the Owner and landacape architect not le•• than 48 hour■ (two working day,), in advance of any obaer- vation. Continued work without observation of th••• pha•e• of Work 1■ at the Contractor~• riek wt.th any required change or ■odiflcation at the Contractor's expense. The Owner •hall inforw. th• landscape architect a■ to the purpc>M and tille of the obeervatioa 48 hour■, (two working day■) in advance. 021062. PUBLIC AGENCY lt!VIEWS The designated public agencies shall be notified by the Contractor 48 hours (two working day■) in advance of the following field observation,: . Ll:,. Public Agency: City of Carlabad / Cal Trana Field Obaervations: Per city I Cal Trana e~roac:funenl iterm, • 021063. CONTRACTOR ORIENTATION/PRE'-<:OMSTIWCTION IIEETIIIG This ■eeting shall be conducted to · diacuae the Plana and Specifications, possible discrepancies. site condition■ a~ other aspect• of the project landscape work such as schedules and requireaents for ■tarting Work. Prior t o the aeeting1 the Contractor shall thoroughly acquaint hi•elf with site con- ditions and the Plans, details and Speclflcatione. 02 I 064. WEED ABATEIIENT This observation shall occur after the weed abateaent cycle has been completed to approve the degree of weed le.ill. 021065. PLANT MATERIAL Plant material shall be inspected prior to delivery to the site. 021066. PLANT MATERIAL APPROVAL. LAYOUT, PIIIE GRADE AND SOIL PREPARATION OBSERVATION This observation visit shall occur after fini ■h grading and aoll preparation is complete. All plants shall be on site and location■ staked or otherviae .. rked for approval. The Contractor ■hall provide receipts for all aoll a•ndment ■a No planting: shall take place until the plant -■teriala, loca- tions, finish grade, soil preparation and back.fill mix have been approved by the land1cape architect and the Owner. 021067. PLANT MATEltIAL/HYDllOSEED/Plt!-MAINTEIIAIICE OISEltVATION This observation vi ■it will be to review all Work. perforaed under the contract for co■pletenes■ and accuracy. Scheduling ahall coin.cide with any hydro- seeding work to be performed under thia contract. The Owner and landscape architect shall verify conforma.nce of hyd.roaeed Mterial■ and seed prior to application, and prior to atartiq the Mintenance period. A checklist of lte.., to be co■pleted by the Contractor charing the Mintenance period ah■ll be prepared by the landscape architect u a reault of this obaervatlon. The atart of Mintenance shall be detera:lned by the Own.er and the landscape archi- tect. 021068. PROGRESS/INSTALLATION OBSERVATION Periodic: observation, shall be perforaed by the landacape architect· during planting operations to insure conforaance to Plana and Specificationa. IJOHN CAqQLLO :ENGINEER PHOENIX AZ • WALNUT CREEK CA FOUNTAIN v•LLEY CA • VISALIA CA SAN BERNARDINO. CA • TUCSON AZ SAN 01£00. CA • BAKERSFIELD. CA ENCINA JOINT POWERS !MN DIEGO COUNTY. CAUFOlNIA L , 021069. IIAINTEIIANCE OBSERVATION Th••• obaervation visits shall be perforaed ■t th• end of each thirty day interval of the -intenance period to inaure conforunc• with the .. 1ntenanc• ■pecification■ and completion of ch.eckliat it.... .1 "p21070. JIIIAL ClaSEltVATIOII ~ Thi• obaervatlou Ti ■it ■hall M perforaad to review all upecta of the con- :tractecl Vork prior to .releasing the project ta the Owner. The Owner and landacape arch-1-fect ■ball deteraiae acceptance of the project and the end of the uintenance period. K 021071. ADDITIONAL OISERVATIONS Additional ob■ervation• vill be perforMd by the 1•¥•cape architect at reque■t of th■ Owner. J 021080. IIAINTENAIICE--~ 'V V Cmr.....J Rl=F.l=/2---T,e, "frlAhlfTA1!\] EX:ISTl,V67 /"¾ANTS" S;P/??Jrl"-ATICN SliEET t.-12- 0210'1. ILUIITEIIAMCE P!llOD /<EFl=I"'-TO N?LAI\IT £<i>TAe>L/,HMeltlT 5Heq ,__,z. 021082. HAIIITENAIICE PIOCEDUR!S 021082.01. GEN!llAL '.J'he pneral care and -■intenance of all ar••• ■hall conalat of. proper vater- 1nJ, fertilization, weeding, and clean-up to u.intain all plant■ and turf in a 1 healtfty, growing condition •• ooted below. 021082.02. WATERING >< 1. Properly and coapletely uintaln all irrigation ayateaa, clean all lines, valvee, head• and other portion• of such ayate• to assure their continual pro,.r operationa. Lubricate aa needed. 2. Progr• controller on a weekly baala conaidering weather, the water requlreaent■ of ea~h sectional valve, and the application rate of each area 1• capable of receiving. without runoff. 021082.03. FEltTILIZATlON Maintenance work. ■hall include fertilization vith a coaaercial fertili.zer at 30-d■y inter,,ala aa noted herein. THE FERTILIZER MAY IE SUPERSEDED BY THE SOILS ll!POltT and ahall be appro,red by the landscape architect. o 7 lba./1000 a.f. Mllorganit• 021082.04. CULTIVATION AND 111:!DIIIG 1. Cultivate all non-hydro■eeded ground cover area■ at ·not 110re than 10-day intervals. 2. Any concentrated development of wed growth that may appear in planting areas during the maintenance period shall be re.oved at 10- day intervals. The Contractor shall reaove euch concentration■ of weeds and roots Mnually. 3. Apply a pre-emergeot herbicide in accordance "'1th the manufacturer~• printed instructions (non-hydro■eed areas) at 30 day intervals. 021082.05. INSECT MANAGEMENT -u■ine all plant ■ frequently, especially any which are subject to common inaect depredation such a■ aphid■, aealy huge, ant■, etc., to establish need for counter measures. Waah foliage W"ith atrong atre ... of water. Notify the Owner'• repreaentative if further •••urea see■ warranted. 021082.06. PRUNillG AND STAICING All shrubs shall be pinch-pruned as necessary to encourage nev growth. Dead; wilted flowera and dead foliage shall be continuously re■oved. No pruning ahall be done to shrubs or trees without the approval and under the direction bf the landacape architect. Re-stake, re-align and re-tie all tr••••• neces- aary. f 021082.08. PAVED AIIEAS Clean all paved are.as of debris or silt by sweeping_. 021083. REPLACEHEIIT A. USEEDINC : All bare spots shall be reseeded by the Contractor within thi"rly dayo. The Contractor vill be reaponoible for all reseeded areas for aa long after aeeding a■ necessary unt 11 an acceptable stand of hydroaeeded uteri.al 1• realized and approved by the Owner. ·a. REPLANTING: r-diately replace any and all plant aaterials which for an' reason are daaa d or e duriaa the ■aintenance period. 021084. PltOTECTION Protect all planting against daaage, including erosion, rodents, and trespass, providins proper safeguards as needed. Repair d■-ge to the Work made by ped.eatriane, animal•. vehicular traffic, or any other cauae until acceptance. 1)21085. IUIGATIOII .. All irrt1■tioo auet be operating and _programaed properly for efficient· cover-,, age and alni .... overspray at the end of the maint~nance period. 21086. FIIIAl. ACCEPTANCE Will N given at the end of the aaintenance period for all planted areas once hydro■eed"ed germination and plant establishment has been obtained and there are no barren areas larger than 3" x 3". All plants asst be in a heal thy 1 growing condition as approved b)' the landscape architect and Owner. ENCINA WATER POLLUTION CONTROL FACILITY PHASE IV EXPANSION CAL TRANS SLOPE PLANThlG SPECIFICATIONS JOB NO. FO 2988 DRAWING NO. SHEET NO. L-16 OF llo A B C D PDP-/(C)