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Home My WebLink AboutDWG 267-6M; CT 85-09; VISTA SANTA FE AREA B; L1-L14DEVELOPER: I CALIFORNIA PACIFIC HOMES 9191 TO NE CENTRE DRIVE,SUITE L-101 SAN DIEGO,CALIFORNIA 82122 619 453~7181 PROJECT: VISTASANTA FE CARLSBAD TRACT NO. 85-9 RECREATION CENTER -"B" LANDSCAPE PLANS VICINITY MAP I A\'f't2-0 V l:D 6 Y ~ NG I N e c:. ';'-I N t,j fLA-N C f\,i;:'C J<:-"Ec f'-• · , I oJ; I . 1/r3/qr· -~ -~ • ·l '\ I I ' -----+-. ---····-"·" .. -···-_,, ____ , _____ , __ I ouveN- '),. --..;\ HAIN ·,-,. ~ ROAO-~-F "' CALLE ACfRVO . . ' - . . .. -. ' ~ -.. ·--~-"". ~ . -- -· DAT( ,.,.,~ , ~ -·~ INITIAL -------·--·-··-----··-···--· . . . --r--~ --··-·-----· ---., """ '···-·-___ ,, ______ I ' ' . . ~-· -·· ··--·-· ····-··-·- I ··----·· ,., ... •'•' . ' ---"" -··-----r-·-. .. + -. ,. ! i ••,•······-···--·~·-· •·-· ·---·---- -' - -~~-, ···~"'··--·-· --·---·~·······---- DAT( SHEET INDEX L-1 TITLE SHEET L-2 CONSTRUCTION PLAN L-3 CONSTRUCTION DETAILS L-4 CONSTRUCTION DETAILS L-5 LIGHTING PLAN L-6 LIGHTING DETAILS L-7 CONSTRUCTION NOTES L-8 IRRIGATION PLAN L-9 IRRIGATION DETAILS L-10 IRRIGATION NOTES L-11 IRRIGATION NOTES L-12 PLANTING PLAN L-13 PLANTING DETAILS L-14 PLANTING NOTES .... 1111111 FORSU,\1\/SU,\I\ME RS & ,\I\U RPHY, I NC~, i·lll,\1.()/,\] 11(;11·,t,;,,,\. Di\,'-.il\f\)INT C.'\llfORNIA'))1,;,s1 i71~14%h11! LAr-DSCAPE ARCHITECT) -· ., ., -·---,, _________ ,,,_ .. ,., ·-·--" -- <,,\l \~~DS~I'( "AS BUILT" "'\,'/, '1',9. '-' II C',s. .y ... ~a:;,.. i ~ .. .P~ (/~v_J, ~ ,~ -e.9. . ( ~-I RCE EXP, DATt ..._ '-'""ill"" ., J • ~~ REVIEWED BY: £ OF CALII INSPECTOR DATE -! ~~~-~TJ l_ c.rr_\LA~~G £aJ;l~BA __ ~J C_}~TS 1 -- .. TITLE SHEET FOR: ., . --~-·-SUMMERWALK .,. -~ -·--·--, .. (VISTA SANTA FE -"B") CARLSBA_D-mACT NO. 85-9 REC. CENTER AP;::>RQ',.... .._..._a;_;· ---:o/ ,. ·:{ /,/~. •r/ ;2./.95 ASSIST.t.NT Pl"ANNING DIRECTOR DATE .... _ -·-- OWN BY: ' r····-· , PRO.ECT NO. INITIAL DAT( INITIAL APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. : N<:1,iEER Of WORK REVISION DESCRIPTION ~,-•T•A,~,~•••••• --•-•-.,-• CHKD BY: CT 85-9 1r·;"A'MNG NO. Ii 267-6M OTHER APPROV.._ C\1Y APPROVAL RVWD BY: ~· iL----. CMWD PROJECT NO. 92-303 JOB #510006-8 --($qi) I ' I I ' I I ~-P~. (LOT 48) EXISTING STORM DRAIN EASEMENT FINISH SCHEDULE SITE PRODUCTION BICYCLE RACK \ CONCRETE PAVING IRON FENCE WOOD POSTS RECREATION CENTER NOTES: w z -...J >-.... a: w C. 0 a: C. • ------ COLOR/FINISH RIBBON RACK #RB07 (7 BICYCLES) AVAILABLE @ BRANDIR INTERNATIONAL (212)505--6500 OR EQUAL NATURAL COLOR. BROOM FINISH PER O\MIIER PER OWNER 1. WOOD FENCE POST SPACING SHALL BE 6'-0" O.C. MAXIMUM. ADJUST AS NECESSARY PER FINAL DECK LAYOUT IN FIELD 2 CONTRACTOR SHALL VERIFY RESTROOM BUILDING LOCATION WITH i;cNGINEERING PLANS PRIOR TO STARTING ANY WORK 3 LOCATE "J-BOX" FOR POOUSPA LIGHTS IN PLANTER AREA AVENIDA REC. BLDG. FF= 184.0 APPROVED FOR Pl ANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCAl ION OF PI_ANTINl:; AREAS. o· I I I LAYOUT NOTES: CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ADJUST AS NECESSARY WHILE MAINTAINING THE DESIGN CONCEPT CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING ANY WORK AND CONTACT LANDSCAPE ARCHITECT FOR AUTHORIZATION IF MODIFICATIONS ARE NECESSARY PAVING CONTRACTOR SHALL COORDINATE WITH DRAINAGE CONTRACTOR. IRRIGATION CONTRACTOR AND ELECTRICIAN TO ENSURE ALL SLEEVES AND CROSSINGS ARE PROVIDED PRIOR TO PLACING OF PAVING. CONCRETE, ETC. f-~' ~ VERIFY WITH THE PROJECT SOILS ENGINEER THE NEED FOR REINFORCING. BASE MATERIALS, PRESATURATION, ETC., FOR WALKS, PATIOS, FOOTINGS, ETC. 0 • • . • • : nl ~ . • : : . . . • • • . • . • • f'b l~.llo>'!, NORTH SCALE: 1/8" = 1' -O" 8' 16' 24' , I 32' ANACAPA EXPANSION JOINTS (EJ) OCCUR AT BOTTOM OF STEPS, CHANGE IN DIRECTION OF CONCRETE WALKS, ADJACENT TO BUILDINGS AND WHERE NEW CONCRETE PAVING ABUTS EXISTING SIDEWALKS AND/OR CURBS. EXPANSION JOINTS IN WALKS RECOMMENDED SPACING IS 16'-D" O C FOR CONTINUOUS WALKS UNLESS OTHERWISE RECOMMENDED BY SOILS ENGINEER. SCORE JOINTS (SJ) OCCUR WHERE SHOWN ON PLAN AND AS NECESSARY TO MINIMIZE AND CONTROL CRACKING OF CONCRETE PAVING ALL CONSTRUCTION SHALL CONFORM TO ALL LOCAL CODES AND ORDINANCES. ALL GRADING (INCLUDING RETAINING WALLS AND STEPS) IS PER CIVIL ENGINEER'S PLANS, GRADIENT OF WALKS SHALL NOT EXCEED 5% MAXIMUM. ALL SUBSURFACE DRAINAGE AND TIE-INS ARE PER CNIL ENGINEER'S PLANS MAXIMUM ALLOWABLE GRADIENTS; CROSS FALL: NOT TO EXCEED 2% (114" PER FOOT) LANDINGS· NOT TO EXCEED 2% (114" PER FOOT) RAMPS NOT TO EXCEED 5% (518" PER FOOT) ALL WALK INTERSECTIONS TO BE 90 DEGREES UNLESS OTHERWISE NOTED ON CONSTRUCTION PLANS. GRADING DISCLAIMER ALL INFORMATION INDICATED ON THESE PLANS IS SCHEMATIC IN NATURE AND IS INTENDED FOR REFERENCE ONLY. FLOW LINES, SWALES, LOCATION OF DRAINAGE DEVICES, UNDERGROUND SYSTEMS AND ELEVATIONS ARE TO BE TAKEN FROM CIVIL ENGINEER'S PLANS. GRADING NOTES: 1, PRIOR TO STARTING WORK, CONTRACTOR SHALL VERIFY ALL PROPOSED HARDSCAPE AND LANDSCAPE GRADES IN FIELD. SHOULD ADJUSTMENTS BE NECESSARY, MAINTAIN PROPOSED FLOW LINES AND DRAINAGE PATTERNS . MAINTAIN A MINIMUM 1% GRADIENT ON HARDSCAPE SURFACES AND 1 5 % GRADIENT IN LANDSCAPE AREAS (1 % POSITIVE DRAINAGE IN LANDSCAPE' A,REAS BARE MINIMUM). 2. GRADES SHOWN IN PARENTHESIS (100.00) HAVE BEEN TAKEN FROM CIVIL ENGINEER'S PLANS. 3 LANDSCAPE BERM GRADIENT SHALL NOT EXCEED 4:1. 4. FINISH SURFACE OF CONCRETE TO BE 112" MINIMUM BELOW STUCCO SCREED, CONTRACTOR TO VERIFY IN FIELD AND ADJUST AS NECESSARY TO ACHIEVE THIS 5. CONTRACTOR SHALL VERIFY IN FIELD THAT GRADES INDICATED ON PLANS CONFORM TO ALL APPLICABLE HANDICAP ACCESIBILITY REQUIREMENTS, GRADING LEGEND: -....::..INDICATES DIRECTION OF FLOW. ---4" DIAMETER PERFORATED DRAINLINE. SEE DETAIL TIE INTO UNDERGROUND DRAIN SYSTEM PER CIVIL ENGINEER'S PLANS. Q LOCATION OF 3" DIAMETER DECK DRAINS PER CIVIL ENGINEER'S PLANS FOR INVERTS AND DRAINLINES Q AREA DRAINS PER CIVIL ENGINEER'S PLANS. 25' STORM DRAIN EASEMENT ...... 1:,111 FC)RSUM/SLJM/v1ERS & MURPHY INC. I ANLJSC;\PE ARCHITECTS "AS BUILT" RCE ___ EXP. REVIEWED BY: INSPECTOR -~-~=----~----------e----+----+----+--------[~~~,T j [ c_. !T-\LA~N[G £P!R~MI:r:TBAD DATE DATE ~ L!!_J 1-----+-----+-------~---'·-------------+----------II----+---+--CONSTRUCTION PLAN FOR: 1---------,f----+---------, ----, --------------+----+---+---+---I t----+----+-------~~----~-=~ ·---------+---+---__.----+----- ---+--+-----------------1--------,-----I---+----- 0 M£ INI TI-'l D-' TE INITIAL 0-' TE INITIAL C_NQNEER OF WORK REVISION DESCRIPTION OTHO! APPROV"'1. CITY APPROV,t,i_ SUMMERWALK (VISTA SANTA FE -"B") TRACT NQ_ 85-9 REC. CENTER CMWD PROJECT NO. 92-303 JOB #510006-8 ~:2 - I , I ,-l --'L_ !,, -4-= -l ;I -.,. 1 _J ' I I I 1Jf. Exp, t.,tot-l ._}011-tT r------TJP· f::¥ph-i'-;,l::P Jt,jµ-r ~f.t1T1::; oiv.J.l'V ,,___hc.-1 F--f~ ':';:f-lHf-'ii:ZP r---,;'.O~ ~ (1/~~Ci~ ~'if' Pt+t:?r;v . ~Of-lt:7 Vf,ct-1 ,,l>f2t?UHr? hf-lMM~ I, le) ;6-a 1 ~ I ' ,. F? ' ' ' I : I: I I ' ' Ii I I i "" I I ~ 1 I ' I , \fl ' ' ' - ' i\-- '. " . ' ' p = lniJD = 1\1 _ !I ~ ~ APPROVED FOR Pl ANTING /\ND IRRIGATION ONLY INCLUDING PRCCISE LOCATION 01' PL./\IHING AR:::AS DATE: INl11AL F.NGINEER OF WORK REVISION DESCRIPTION · -----1 t J " I ap.. ~ :,, -~ 6~ 1 I I T I , / / I I // I : ' ' I / : ' I \ ' ( ----·-- ----· ~---·~~- ,m~-~-~-"·····---·· DATE: INITIAL .. OlHER APPROVAL I J/ I I I 1, ' ' I • ' ' I ii I I ' ' I ' I ~ ~ t~ t~HDS(l4f>[ "t9--f,11(1 & II !,\JIW~f ¼,:. ~ ~--~7-~ i ~ ~ ;,{t ~ ,.;tl~..L'~ ,. ~ _" -~ ~ l't or w,,t#'. ' : /;--;:;;:;;=I I r:;;:::;;::::;;:'::;1 i i I I . (, I I , I 'I / I ::::::::::::::::::::=~ I .t::==t F()RSUM/SLJ.'vtMERS & MURPHY, INC. ' I ANiJSCAf'~ ARCHITFCTS L,._,,,, • .,, .,.,., ., """ ' "AS BUil T" RCE EXP, DATE RE~EWED BY: INSPECTOR DATE - r-sHu:7 ~ CITY OF CARLSBAD j L-3 ---PLANNING DEPARTMENT 4 ' ·---~···"' ~, -CONSTRUCTION DETALS FOR: SUMMERWALK (VISTA SANTA FE -"B") CARLSB)W T~ACT NO. 85-9 REC. CENTER APPRQYE~tZJ )-/-9,:; ASSISTAIH PLANNING DIRECTOR DATE C C • " , •• " OWN BY: I l C'RAWING NO. DATE: INITIAL CHKD BY: CT 85-9 CITY APPROVAL RVWD BY: 267-6M . CMWD PROJECT NO. 92-303 JOB# 510006-8 ' ' ' , ,___ . ___ . __ y411 /ZPDIU? ,DJ_,l., ~ +-' --··------411 r-11J, ~ f,bv'lt-1.Gr f--~E:.fL Tt? 0lJI [.,;, r-ef PP..'!"" ;µf 11 ~Px 8>/,l ~-I.J1i:;e 1~ ~J::>lf-./1 U/¼+11 P/:>v1~ ~ ~i::: ~::I-iZ' fl.,c,.µ . / ,-..-.-----~--n=-.e-1_,., ~ref~ 001!.,=~ ~~T ~fJN~ ~~ -,.ldl I ,~~1~ ,, ft=.,, -~::'t=x ,off==:~1=,_;===::o':""I.• 'l A-0 0 C, -0 b' ON flt>N r~ CON - 11111~:_111~ ·iii;§ 7m~111~lll~11] ~ fl~~- ~-~r~~~ Jo1Nr @ -------~-~ 1"0011.b ~ ,_____-----~-<Xlif"~ ~~~ I --~~ +=70t.-'( ,s~E:-~Hf u:f' {N~ ' ~P!"H?l::::t-1 ~ ' ___ ·--~ fd cf'-JOlrlf ~ ~~ -ro Cf'i,.l 1..,f('...11--l t, ,.,.__--~ .... _J-L."f +TU~Tf='O ;:::.l~L.'.__ fyf P--ri.6\ict-j ~iLD · -. t---rt-1-Y YJ)' ~r----JaH-r -s~r APPROVED FOR Pl .llNTING AND IRRIGATION ONLY INCLUDING l)RECISfC LOCATION Or PI.AIITING /\RE!'1S. / ?b1J l-¥-1 rl?,) H t"O ,:;;;. ~ : ~0 IH ~#w ~l..-1i..f'>-~ . V"jwl2----l"1P-1<:'.:H lDL~ ·---------------·---------~ ....... IUIII ' ! FOl~SLIM/Sll.1\--\lv\ERS I!... rV\URPHY INC ! H',>\1,1i,,,\ tm,~1\'\·\) 11-\-..,1\/'\)i'-..] ,.,\I h)f<"-sl,\'·1.'h.''-l ,-1.;14'-)hhlll I I l. ... IANDSCAPE ARCHITECTS ··-···-.. ,, ... --~ "AS BUil T" RCE __ EXP DATE REVIEWED BY: -----INSPECTOR DATE ..__--+----+------------------+--+-----1--------+-~--CONSTRUCTION DETAILS FOR: SUMMERWALK (VISTA SANTA FE -"B") CARLSB~Tl3A9T NO. 85-9 REC. CENTER 1-----t-----+-------------+---+---+----+-l --ti APPRO":~ Si()( ;;2-1-9s- ..__ ___ --+------------------+--1----------,1-------~-ASSIST , LANNING DIRECTOR DA"TE --0,.-n:-+-1-Nrn-AL-+---D,_-n:--,--,N-rn_Al__,, OWN BY: --1 CT 85 9 l ''PAWING NO. ___ ,., --CHKD BY ----267-6M OTHER APPROVAL CITY ,IJ'PROVAL c,_,R'-'--'VWD'-'-"----!B;!..c.Y~: ==J ,._, -~. ___ __,1.__ __ _. DATE INl"TlAL [N GINEER OF WDRK REVlSION DESCRIPTION CMWD PROJECT NO. 92-303 JOB# 510006-8 ____________ J I I I I ---------- EXISTING f'OST-----+----+-·---)(D TOf' F ><.TUPE' TY'°ICAL FO~ ~ (LOT 48) EXISTING STORM DRAIN EASEMENT \ \ \ _,_J I ••• t··· '" . I 0 I • . I . I . . I . . . . . . I ; I ; I . . • . . . . . I . . . . . . . . . .. X EB ,• . -·· I I . .. . • . _ .. · / . / .. .. . -· .. _ .. · .• .. .• . . • . . . -· .... · / . -· -· -· . .. _ .. · . .. . -· . _ .. ---1 f I ··'· .. . . . -· ·-. /j . . . . . . . . . . /4 / 1 I /, / ·/. AVENIDA /\f'PROVEU FOR F'I !',NTING t,ND IRRIGA.TION ONLY INCLUU!l\lC l'RLCISb I ()CATION 01-l'I ANTING AREAS I I . . . . . • . . . . . . . . . . . . . . . . • . I I \ --t---EXIST'ING, ~EC . C~ NTE'P... PANEL I ,, ~C'' / : I •J Q:::.--~·c-r------t---RC -1 . • • ' --. I ' . . . : r I . . . . : . 1 . . . . • • . . • . • : . . . . . . I : . . . . . . • . . ; NORTH SCALE: 1/8" :: 1' -o-- 8' 16' 24' 32' TYPICAL THIS SYME>o_ ANACAPA . --_,,-.,-~ DAT£ INITIAL ~NCINEEFI: Of WORk'. I ·1 L (LOT 49) ~ t---- ~-25' STORM DRAIN EASEMENT OAT£ INITIAL 0A TE INITIAL REVISION DESCRIPTION OTI-iER APPROVAL arr APPROVAL RCE __ _ DATE Rf\/1(W[0 BY --------···-···--··---·--·- l~SPE CTOR OA TE LIGHTING PLAN FOR: SUMMERWALK (VISTA SANTA FE -'"B") CARLSBAD TRACT NO. 85-9 REC. CENTER ASSISTANT PLANNING DIRECTOR CMWD PROJECT NO. 92-303 JOB #510006-B 0 dl -, -. ---. --------- -, io!~c__ __ 3il o. P- poLr:; l811DIA -~~-l---~l-1;.4 ~EB::_~ ~,,___---~,~ 4P-Ac~s IF~ --:-1 E ::,AR --~I 12 '1 O,C. --;-o ,op FIXTURE @DETAIL wou11i-1"• Bi' oT ➔"« s 1,.10 11..2."t,.(') VOLTS~PHASE ~ ~OLTAIIIPS R£ .. ARK3 IM K R BUS ll 0.4 ii■ ! R C C oun.in e f ~ AE. .. AIUUJ VOLTAIIIP'$ ,Sa • 1::;;•u; Pccc~ ;DR --:lb. 5 ,_,,,,--~ 1 -_,_ z ~----l--+--------+-+-+-+-+3~--~~.~~==~=!=~=~==============~====~===~ 5 1---8 r----i----;--------+---+---+---+---r7~,---r•:-t--;--t-t-t---------+--l---4 t-----+----<--------+--+--+--+--~•~-1-~-r.,o~~+-t-+--+----------+--I------~ II i-...,.""" II: TOTAL• REC. CENTER PANEL SCHEDULE 1. 2. 3 ELECTRICAL SPECIFICATIONS THE ELECTRICAL CONTRACTOR SHALL CONIPI.. y '1111TH ALL CODES AND ORDINANCes HAVING JURISDICTION. THE ELECTRICAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTION REQUIREMENTS. ELECTRICAL SYMBOL LIST SYMBOL 0 DESCRIPTION POLE MOUNTED HIGH INTENSITY DISCHARGE METAL HALIDE LIGHTING FIXTURE ON "SONO-TIJBE" CONCRETE BASE SEE LIGHTING FIXTURE SCHEDULE & DETAILS THIS DRAWING, THE ELECTRICAL CONTRACTOR SHALL FIELO VERIFY EJCISTING SITE!, ANDIOR BUILDING CONDITIONS, THOROUOHL Y FAMILIARIZE HIMSELF WITH ALL EXISTING SITE AND,'OR BlllLOING CONOlllONS PRIOR TO CONTRACT BID_ 1------------,----------------------------------- 4. 8 7 8. 9 10 11 12 13 14 THE ElliCTRICAL CONTRACTOR SHALL COORDINATE CLOSELY WITH THE OWNER ANO OTHER TRADES FOR CALL PHASES OF THE PROJECT ANO SCHEDULING OF THE WORK. ELECTRICAL LAYOUT DRAWINGS ARE DIAGRAMMATIC OHL Y. REFeR TO ARCHI I ECTURAL • LANDSCAPE, STRUCTIJRAL, AND MECHAlflCAL DRAWINGS FOR GUIDANCE ON DIMENSIONS, CEILING HEIGHTS, DETAILS. DUCT LOCATIONS PIPES ANO STRUCTURAL STEEL INSTALL THE ELECTRICAL SYSTEMS WITHOUT INTERFERING WITH DUCTS, PIPES, STRUCTURAi. STea. OR OTHER SYSTEMS. ALL MATE!RIAL SHALL BE NEW, UL LISTED ANO APPROVED. ALL aecTRICAI. DEVICES, CONDUITS, EQUIPMENT, CONDUITS, CONNECTORS ETC.LOCATED OUTSIOE THE BUILDING ENVELOPE SHALL Be WEATHERPROOF. CONDUCTORS: USE NO WIRE Sll4AI I ER THAN#12AWG., RATED AT 600V. TYPE THWN-711 CRATING FOR UGHTING, POWER ANO CONTROL. SOLID WIRE FOR ti-8 AND SMALLER. USE STRANDED WIRE FOR tt- 6 AWG. AND LARDER. CONDUITS INSTALLED IN DUCT BANKS, IN SLABS OR IN EARTH FILL SHALL Be PVC SCHEDULE <10. TRANSITIONS FROM BELOW TO ABOVE ORADE SHALL BE GALVANIZED RIGID STEEL CONDUITS LOCATED ABOVE GRADE SHALL BE! GALVANIZED RIGID STea. OUTOooRS ANO ELECTRICAL METAL TUBING INDOORS. MINIMUM UNDERGROUND CONDUIT SIZE SHALL Be 1.fZ'. INSTALL ALL EXPOSED CONDUITS IN THE BUILDING P..u!ALLEL OR PERPENDICULAR TO THE LINES Of THE BUILDING. ALL CONDUITS SHALL BE SUPPORTED PER CODE. ALL WIRE RllNS IN "NON-METALLIC'" CONDUITS SHALL HAVE GROUND CONDUCTOR SIZED TO CARRY LOADS IN ACCORDANCE WITH APPLICABLE CODES. THE ELECTRICAL CONTRACTOR SHALL MAINTAIN '"UNIFORMITY'" OF THE GROUNDING SYSTEM_ LIGHTING PANELBOARDS : COMPLETELY FACTORY BUil T AND TESTED, TOTALLY ENCLOSED, DEAD FRONT CIRCUIT BREAKE!R TYPE PANELBOARDS FOR LIGHTING AND CONTROL SHALL BE PROVIDED. SINGLE~ CIRClllT BREAKERS, FULL MODULE SIZE. DO NOT INSTALL TWO POLES IN A SINGLE POLE MODULE SPACES COMPLETE WITH BUS AfilO HARDWARE READY FOR INSTALLATION OF Flm.JRE! CIRCUIT BREAKERS. CIRCUIT BREAKERS OF THE -BOLT-IN-, THERMAL MAGNETIC TYPE, 10,000 A1C SY-ETRICAL (MINIMUM) OR/ AS OTHERWISE SPECIFIED HEREIN. CIRCUIT DIRECTOR FRAME! WITH NEATLY TYPE DIRECTORY CARD WITHIN PLASTIC COVERING LOCATI!O ON IN.SIDI! 01' PANl!l. ~- ALL PENETRATIONS OF FIRE RATED SURFACES SHALL BE PROVIDED WITH NONCOMBUSTABLE MATERIAL OF FIRE RATING EQUAL TO MATERIAL PENETRATED. CABLE TESTS : MAKE TESTS ON CABLES BETWEEN EACH CONDUCTOR ANO GROUND WITH OTHER CONDUCTORS IN A CABI E IN CONDUIT TIED TO GROUND. PERFORM OPERATIONAL TESTS ONLY ON ALL 120V LIGHTING CIRCUITS. TEST CABLES FOR 120l240 VOLT SERVICE WITH A 1100V MEGOER METER BETWEEN EACH PHASE ANO GROUND. WITH TEST MAINTAINED UNTIL READINGS ARE STEADY FOR 3 MINUTES. GROUND TESTS : INSPeCT ALL GROUND CONNECTIONS FOR CONTINUITY AND TIGHT ELECTRICAL AND MECHANICAL CONNECTIONS. TEST RESISTANCE LEVELS AT VARIOUS POINTS USING A BIDDLE GROUND UFER OR OTHER STANDARD METHODS. 18 ALL WORK SHALL BE QUARANTEEO BY THE ELECTRICAL CONTRACTOR FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER. 17 18 19 ALL CONDUIT ANO WIRE SIZES INDICATED ON THESE PLANS WERE BASl!D ON THWN COPPER AWG. AFTER TRENCHING AND INSTALLATION OF ALL UNDERGROUND CONDUITS OR DUCT BANKS ELECTRICAL CONTRACTOR SHALL BACKFILL, COMPACT ANO PATCH ALL SUltFACES TO MATCH EXISTING_ ANY DEVIATIONS FROM THESE ELECTRICAL PLANS SHALL BE RECORDED ON AN -AS BUILr" ELECTRICAL SET OF PLANS, MARKED-UP BY THE ELECTRICAL CONTRACTOR IN THE FIELD. ONE seT OF THESE "AS-BUIL TS" SHALL BE DELIVERED THE THE ELECTRICAL ENGINEERS OFFICE UPON PROJECT COMPLETION. ,. ~ 111 .,.10 -· ' ' f-,'.C I ,,., ,CJ - s 1 I INDICATES A LIGHTING FIXTURE "CALL-OUT" REFER TO UOHTlNO FIXTURE SCHEDULE • THI$ DRAWING. INDICATES SCHEDULE <10 PVC CONDllrf UNDEROROllND. NUMBER OF SI ♦SH MARKS INDICATE #OF# 12WIRES, NUMBER NEXT TO SI ASH MARKS INDICATE SIZE OF WIRE OTHER THAN ti-12. NO SLASH MARKS INDICATES 1,r CONDUIT - 2 ti-12 THWN AWG_ f I I I g .. INDICATES A CONDUIT "HOME-RUN" TO PANELBOARD. SEE PANEL SCHEDULE(S) THIS DRAWING. ' @ - INDICATl:S A ""WE!ATHERPROOP' JUNCTION BOX MOUNTED. GRADE LEVEL WITH ":WET"' LOCATION LABEL. INDICATES 120l240 VOLT PANELSOARD. RE:CREATION CENTER TO BE PROVIDEOIINSTALLED BY OTHERS. COORDINATE WITH RECREATION CENTER ELECTRICIAN FOR INSTALLATION OF 20 AMP SINGLE POLE CIRCUIT BREAKERS AND TIME-CLOCK FOR LANDSCAPE LIGHTING. LIGHTING FIXTURE SCHEDULE TYPE MANUF. CAT. NO. LAMPS rWTS DESCRIPTION HAOCO VS4"i~~ C-A- T5-'._ __ ,. C ·""'N M !-, -:-:: poat moumed (HLDJ mCilal halidt, tighring lmurc on 3" di♦• biacl(polcwith rafracliw: !Gm, type V dillln"bulion. ace filuure type "A" dcail lhia d.awiug. NOTES: 1. 2. ALL LIGHTING FIXTURES AS SPE!CIFIEO ABOVE CANNOT BE SUBSTITUTED WITHOUT WRITTEN APPROVAL FROM THE ELECTRICAL ENGINEER. ALL !50 WATT MEDIUM BASE METAL HALIDE LAMPS SHALL BE PURCHASED FROM "VENTURE LIGHTING COMPANY", LAMP CODE NUMBER : MHIIO / C / U / MED PRODUCT# .13C181 -bWWW FORSUM/SUMMl:RS & MURPHY, INC. )4113 COAST HIGHWAY. L)a..NA PQ1N< (AllfC>~~ <;IH,l9 1714) 4%---6111 lANDSC/IPI: -~RCHITICTS ''AS BU IL T" RCE EXP. DATE • REVIEWED 8 Y: I ------' , INSf'ECmR DATE ' ~ CITY OF CARLSBAD I SHEIT.il 1------+-----+---------------------+----I----.------II ~ PLANNING DEPARTMENT 14 ~~~~~=====..:::=~ u&r.4UGDEmltS RlR: APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. DAl[ NTIAI. f.J<QNEIR OF ~ REVlSION DESCRIPTION . DA TE INlTIAI. DA 1[ 1,0TIAI. OTIO m'ROVAL arr APffiOVAI. SIENERWALK (VISTA SANTA FE -'"B"") CARLSBAD;r;RACT NO. 85-9 REC_ CENTER O'MII BY· -~-:I PllO.ECTNO.. ! DRA\l,1NG NO. CHKD av: --, , CT 85 g 267-6M '--'R-'-'V'MJ'---"'~B,_,Y"'-: ===.JI I .... , --____ -__ _,,.__ ___ ___. CMWD PROJECT NO. 92-303 JOB #510006---B CONSTRUCTION NOTES GENERAL A Contractual Relationship In the performance 01 this contract, Contractor shall hold Landscape Architect and Owner harmless from any and all liability, costs and charges arising out of. or in connection with con1ractors, employees, or its' agents negligence, omissions, or errors. B. Errors ot Conflicts If any errors or con11icts are discovered in the plans or notes, they shall be interpreted so as to accomplish the real purpose of those plans and notes. C. Additions, Deviation and Alterations No deviation or alterations from the plans and specifications will be permitted unless authorized by the Owner or the Landscape Architect Should deviation from plans and notes become necessary due to conflicting site conditions, Owner and Landscape Architect shall approve in advance any such deviation. No additional work will be authorized without the express written authorization from the Owner. D. Interpretation The contractor shall comply with the obvious intent and meaning ot these plans and specifications which shall be construed to include all labor, material, equipment and tools necessary to complete the work specified herein in a workmanlike manner in stric1 accordance with plans and notes. Should any questions arise as to the intent and interpretation of these plans and notes. Contractor shail refer to Owner and Landscape Architect whose decision thereon shall be final. E. Observation and Rejection of Materials and Workmanship All materials and workmanship furnished or performed by Contractor shall be subject to final observa1ion and acceptance by Owner and Landscape Architect upon completion of all contract work whether previously paid for or not. At any and all times during the performance of this contract, Contractor shall make available 1or observation, test and approval, materials and workmanship. Failure of such observers to make observation, tests or approvals shall not prejudice the right of Landscape Architect or Owner on final observation. Con1ractor shall promptly replace any and all material, equipment and workmanship which does not con1orm to the plans and notes. All materials used on this contract shall be new and the best marked quality unless specified otherwise. F. Samples When so required by the Owner or Landscape Architect, Contractor shall submit for approval samples of the various materials, and specify finish thereon. G. Local Codes All construction shall conform to all local building codes and ordinances. It is Contractors responsibility lo verify all codes prior to commencing work. H. Utilities Contractor shall be responsible for verifying the location ot all underground utilities, electric cables, conduits, sprinkler lines and all utilities lines prior to any cons1ruction I. Removal ot Debris and Clean-up Contractor shall thoroughly clean and keep free 01 debris and waste material enlire construction area to the satisfaction of the Owner. J. General The general conditions and any special conditions that Owner may require shall apply with the same force and effect as though written in full herein for all construction sections .. II SITE. EXCAVATION AND ROUGH GRADING Provide all labor, materials, tool, equipment, transportation and necessary incidentals for the completion of all clearing, stripping, excavating, backfilling, grading and related work as shown on the drawings including but not limited to the following: A. Protection of all curbs, walks, walls, structures and otner existing work which is lo remain. B. Clearing and stripping site of brush, debris and other foreign materials as outlined in the drawings. C. Excavation for all foundations and looting to the dimension and depth shown on the drawings. Bottoms of excavations shall be smooth and level. All loose material shall be removed therefrom D. Subgrades shall be watered and compacted to a relative compaction of 85%. E. Subgrades under all paving shall be true to grade and cross section, hard, uni1orm and smooth prior to placement of base material. F. Backfilling of all excavations and trenones alter placement of foundations, walls, walks, utilities, etc., as outlined on the drawings. Compaction of backfill shall be in acceptance with Engineer's specifications. G. Grading of all areas indicated in the drawings including bringing existing grades to within 1110 foot plus or minus, final design grades as indicated on the drawings. H. Stockpiling of excavation material or import top soil fill and sand shall be as outlined on the drawings or as approved by Landscape Architect. I. Clean up and removal of all debris and surplus material and remove from site. Ill. DRAINAGE Scope of Work • Provide all labor, materials, tools, equipment, transportation and necessary incidentals for the completion of all drainage systems as shown on the drawings including but not limited to the following· A Materials 1. Acrylonitrile Butalene-Styrene (ABS) Schedule 40 drain pipe, perforated or non-perforated in diameters shown on the drawings. 2. Basins ana Dra1J1s -High impact plastic Sytrene drain basins, catch basins with grates, high compact plastic Sytrene deck drains and/or precast concrete drain box and catch basins and cast iron grate in diameters and sizes shown on the drawings. Stainless steel or brass deck drains in hardscape as shown on the drawings. 3. Fittings• Snap couplings, snap tees, ells, Y and receiver couplings as necessary to connect all pipe, drains and fittings as shown on the drawings. B Trenching and Laying Pipe 1. Trenches to pitch a mInImum of 1/8" per foot unless otherwise indicated on the drawings. Contractor to verify all invert elevations and trench depth prior to excavation. 2. Bottom of trench shall be smooth and continuos to flow direction. A hollow shall be made to receive bell of pipe so that the joint will not bear upon the subgrade. Adjustments to line and grade shall be made by scraping away or filling in with backfill under the base of the pipe and not by wedging or blocking. 3. Trench material shall be used for backfill. However, no rocks or lumps shall be used. Welded joints shall be given at least 15 minu1es setup before handling. Above the level of initial backfill, the trench may be backfilled wi1h trench material. 4. Compaction -Compaction by tamping shall 1101 be done in layers exceeding eight inches in loose depth with each layer thoroughly compacted between C. Clean·Up and Jesting 1. Prior to covering of trencr1es, drain I,ne and basins shall be checked to insure proper flow and water tightness. 2. The piping systems shall be flushed and cleaned prior to connecting to existing drain line, catch basin or storm drain systems. 3. Upon completion ot work, remove debris, tools and surplus material from site. IV. CONCRETE Scope ot Work -Provide all labor., materials, tools, equipment transportation and necessary incidentals for the completion of all concrete fla1work as shown on the drawings including but not limited to the following· A. Materials 1 Cement -Standard Portland Cement, per designation C-150 of the ASTM Type II, Ill, or V, low alkali, single brand throughout. Refer ta Soils Engineers Report for recommendations. 2. Aggregate -ASTM Specifications C-33 3/4 maximum size. Decorative aggregates or pea rock as shown on drawings. Fine natural sand well graded conforming to ASTM C-144. 3. Water -Water used shall be of potable quality. 4. Steel • Reinforcing steel for decks and walks to be intermediate grade performed bars conforming to ASTM A-7t5 and/or grade 40. Mesh ASTM A-496, size as shown on drawings. 5. Expansion Joints • Asphalt impregnated ielt. Polytell Etha1oam as indicated on the drawings. 6. Control Joints • 'White Cap' PVC control joints. 'Crete Joint' control joint or hand tooled score Joints 114" deep minimum as indicated on the drawings. 7 Construction Joints • Butt type, butt type with dowels. Screed key joint as indicated on the drawings. 8. Joint sealant • Two part polysulfide sealant as manufactured by Ticokol, Class AS,. self-leveling or mulli-part polyurethane construction sealant by L.M. Scofield in matching color. 9. Curing Material -JelJ.J.nts process MD7C. 'Lithochrome' color wax for color conditioned concrete by L.M. Scofield in matching color of concrete as inrJic8ted on the drawings. 1 O. Color Conditioned Concrete• 'Chromix' admixtures for integral colored concrete by L. M. Scofield Company 11. Dust-On Color • 'l.ithochrome' color hardener by L.M. Scofield Company. 12. Surface Retarda11t • 'Lithotex' top surface retardant as manufactured by L.M. Scofield Co. or 'Sika' surface retardant, rugesol as manufactured by Sika Corporation. B. Subgrade 1.. Grade all subgrades to a uniform depth and compaction. Moisten all subgrades prior to pouring of concrete. 2. Cul all footings in undisturbed or compacted soil. 3.. Place sand or aggregate base as shown on the drawings and as specified by a Soils Engineer .. C. Forms 1. Use only finished lumber. Set all forms true to grade and position. 2. Moisten all forms prior to pouring of concrete or use approved from release agents. D. Expansion Joints 1. Place expansion joints in concrete al intersection of concrete and 1ixed structures, i e , garage, walls, base of steps, pool bond beam as indicated on drawings. 2 Place control joint in concre1e not to exceed a horizontal spacing of 8 feet on center each way, as indicated on drawings. 3. Place construction joints in concrete where casting of concrete is to be stopped and subsequent casting is to be started. E. F. G. Concrete 1. Class A concrete shall contain not less than 5 sacks of cement per cubic yard and be proportioned to attain a maximum cylinder strength of 2,000 PSI in 28 days. Compressive strengths are to be determined in accordance with ASTM C-39. The slump shall not exceed 4". 2. Concrete Mixing • All transit mixed concrete shall be mixed and delivered in accordance with the requirement of Standard Specifications for ready mixed concrete ASTM C-94. Goncrete Finishing 1. Broom Finish -Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove all irregularities Float to a smooth surface, steel trowel and edge to an even hard surface. Score as indicated on the drawings. Using a new manila hemp bristle broom, brush markings on slabs in uniform fashion shown on the drawings. 2. Rock Salt Finish --Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove all irregularities. Float to a smooth surface, steel !rowel and edge to an even hard surface. Score as indicated on the drawing. Hand broadcast rock salt in even distribution and tamp in, Wash off concrete with enough pressure to dissolve rock salt after concrete has set 3. Pea Rock Retarded Finish -Tamp tresh concrete with heavy metal grid. Screed with straight edge to remove all irregularities. Float to a smooth surface, steel trowel and edge to an even hard surface. Apply surface retardant to finished surface, prior to initial set pe1 manufacturers' recommendations, L.M. Scofield, using sprayer, providing even distribution. Reveal aggregate by using water jet and coarse fiber brushed to remove retardant paste from surface, washing thoroughly until surface is clean and exposure is complete and uniform. 4. Hand Seeded Retarded Finish -Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove all irregularities. Float to a smooth surface. Hand seed surface in uniform 1ashion over entire area keeping stone 1 /2" minimum 1rom edges and expansion joints. Tamp aggregate to a uniform depth below concrete surface. Prior to initial set, apply retardant. Per manfacturer's' recommendations, using sprayer, provide even distribution, reveal aggregate by using water jet and coarse fiber brushes to remove retardant paste from surface, washing thoroughly until surface is clean and exposure is complete. 5. Stamped Concrete -Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove all irregularities. Float to a smooth surface. Apply color hardener 'Lithochrome' by L.M. Scofield by the dry shake method using a minimum of 60 pounds per 1 00 square feet Apply in 2 or more shakes and 1Ioat alter each shake, Trowel only after final floating while concrete is still plastic using imprinting tools to make pattern as shown in drawings. Apply color curing compound 'Lithochrome' color wax by L.M. Scofield Company using roller or sprayer. 11 'Bomacron' type surface is shown on drawings, a release agent must be applied prior to texturing the concrete. Color curing compound may be optional, as indicated on the drawings. Clean-Up Upon completion of work, remove all forms, debris material and 1ools from site. V BRICK MASONRY Scope ot Work -Provide all labor, material, lools, equipment transportation and necessary incidentals for the completion of all brick masonry as shown on the drawings including butt not limited lo the following: A Materials 1 Brick conforming to ASTM A-62 grade MW as shown on drawings. 2. Cement • Standard Portland cement ASTM Designation C-150, Type 11, Ill or V low alkali single brand throughout Refer to Soils Engineer's report Jar recommendations 3. Sand• Clean, well graded sand ASTM designation C-t 44 4. Water -Water· used shall be of potable quality. 5. Steel , Reinforcing steel for walls to be Grade 40 deformed bars, ASTM designation A-615. 6. Mortar• By volume, freshly prepared, uniformly mixed in ratio. 1 part cement, 1/2 part lime putty, 4-1/2 parts cement, 3 parts sand conforming to ASTM C-270. Omit lime putty if plastic cement is used. 7. Grout -By volume, freshly prepared, uniformly mixed, 1 part cement, 3 parts sand or 1 part cement, 3 parts sand and 2 parts pea gravel. B. Laying ot Brick Lay all masonry units straight and true lo line with vertical joints, plumb over each other. Horizontal joints shall be level. Headers and corner units shall show finished faces where exposed. Joints and bond pattern to be as shown on drawings. C. Reinforcing All bars_ in masonry shall be lapped a minimum of 40 bar diameters. Dowels for walls and columns to be same size as wall reinforcing. Refer to Structural Engineer's specifications for all steel specifications. D. Cutting of Brick Use masonry saw for all cuts unless specified otherwise. Bricks cut shorter than 1 /2 length shall not be used. E, Grouting 1. Grout core walls solid as shown in the drawings. 2. Provide minimum of 2-1/2" grout space between double brick walls. Provide minimum of 3/4" between steel reinforcing and brick. F Waterproofing Waterproof all retaining wall below finished grade with asphaltic emulsion or equal in 2 coats. Waterproof brick if so shown on the plans. G Cleaning and Sealing 1 Clean all brick work. Remove all mortar stains. Remove alkali with solution of muratic acid and water. Apply clear sealer to exposed surfaces if shown on the drawings. 2 Upon completion of work, remove ail mortar droppings, debris, materials and tools from site VII. CARPENTRY Scope ot Work · Provide all labor, materials, tools, equiprneni, transportation and necessary incidentals for completion ot all carpentry as shown on 1he drawings including but not limited to the 1ollowing· A Materials 1. Wood Rough sawn, resawn, surfaced 4 sides as st10wn on the drawings, straight, sound, free from marks, pin head knots, spa pockets, slivers, checks Construction grade or better as shown on the drawings 2. Douglas Fir, Redwood, Western Red Cedar or as shown on the drawings. 3. Posts, plates and other at grade connections to be Redwood, western Red Cedar or pressure treated Douglas Fir as shown on 1he drawings. 4. Hardware -Column bases --'Simpson Strong Tie' or equal Post caps and strap ties • 'Simpson Strong Tie' or equal. Joist hangers and heavy angles -'Simpson Strong Tie' or equal.. Screws, hinges, nails, bolts, washer. All hardware material to be galvanized. 5. Stain and paint• as selected and shown on drawings_ 6. Concrete -Class A minimum 2,000 PSI at 28 days. B. Rough Carpentry 1. Set all posts, beams rails and iraming plumb and true to line as shown on the drawings. 2. Connections · Make all connections as shown on the drawings. Splice lumber at posts only Utilize all nail and/or bolt holes for all hardware 3. Ease all top 8Llges of exposed lumber for bench tops, low wails etc., where surface contact is provided. 4. Post base · Set post column base as shown on drawings, providing minimum 1" clear all sides from finished post pace to top of paving. 5. Countersink nails and bolts in all locations where surface contact is provided, i.e, bench top, etc. C. Paint and Stain 1. Frll all seams and cracks with latex caulk and/or wood dough lo insure an even surface. 2. Sand smooth all exposed surfaces ii specified as S4S. 3. Prime all painted surfaces with one coa1 primer. 4. Paint with minimum two finish coals for painted surfaces 5. S1ain with mmimum two finish coats for stain surfaces. D Protection and Clean-Up 1. Protect all existing work from paint overspray. 2. Upon completion of work, remove all scrap wood, debris, materials and tools from site. Viii METAL WORK Scope of Work-Provide all labor, materials, tools, equipment, transportation and necessary incidentals for completion of all metal work as shown on the drawings including but not limited to the following: A. Materials 1. Steel tubing in sizes shown on the drawings ASTM designation 500 and/or hand forged, cold rolled wrought iron in sizes ash shown on the drawings. 2. Hardware -Hinges, latches, bolts, washers, screws, etc. to Qr? h~,1vy duty. /\PPROVED FOR Pl /\~JTINC:3 /\NO IRRIC.;•\TION ONIY INCi U,JIN..:i PRECISE LOCATION Or f'l./\111 INC3 AREAS. 3. Concrete -Class A concrete minimum 2,000 PSI at 28 days and/or 'Por-Rock' as shown. 4. Paint .. Zinc Chromate primer, 'Rustoleum' finish surface coats or equal. 'Metalizing' or galvanizing or powder coating if shown on the drawings B. Fabrication and Installation 1. Contractor shall make all measurements for fabrication in field prior to starting work. 2. Horizontal bars to taper with grade or step with grade as shown on the drawings Vertical bars to be plumb .. C. Welding 1. Welding to comply with lhe requirements ot standard code for ARC and gas welding .. 2 Weld to only clean., rust-free surface. 3. All welds to be continuous and free of cracks, craters and porosity. Tack welds not acceptable. 4. Grind smooth all exposed welds; match adjoining surfaces. 5 Plug all open ends and tops and weld. D.. Painting 1. Prime all metal work with one coat Zinc Chromate primer. 2. Paint all metal work with 2 coast 'Rustoleum' in semi-gloss or flat as shown on the drawings. Paint to be 4 mils minimum dry thickness each. 3 Prime and pain!, per above, all field welds. E. Protection and Clean-Up 1. Protect all existing work from paint overspray. 2. Ob1ain Fire Permit where required for on-site welding. 3. Upon completion of work, remove all scrap iron, debris, materials and too Is from site_ IX. LANDSCAPE LIGHTING Scope of Work-Provide all labor, materials, tools, equipment, transportation and necessary incidentals for completion of all landscape lighting as shown on the drawings including but not limited to the following: A. Material 1. Lighting Fixtures -Landscape up-lights, pole mounted fixtures, wall mounted fixtures. and low voltage lighting as shown on the plan and fixture schedulp_ 2. Conduit · Schedule 40 or better per local electrical code, wire and sizes per drawing and schedules and/or non-metallic direct burial sheathed cable as shown on the drawings. 3 Panels, breakers, meters, electrical service pedestals, time swi1ches, photo cells and related hardware as shown on the drawings. 4. Concrete ---Class A concrete minimum 2,000 PSI at 28 days. B Lighting Fixture Installation Provide all lighting fixtures with Underwriters Laboratories labeling and where exposed to weather 'damp area· labeling. Provide all fixtures, poles, etc. with permanent level or perpendicular support and guarantee to stay in alignment for a period of one year minimum. Posts to be direct burial or mounted to template base, all as shown on drawings and fixture schedules. C Underground Distribution Provide plastic conduit and conductors in utility trenches per local code. The use of non-metallic sheathed cable rated for underground use is approved (i1 allowed by local authority) if suitable protected (i.e., in a trench with other piping with a concrete 3" cap or with buried Redwood planking). 0 Distribution Panel, Pedestal Provide panels, breakers, electrical service pedestals as shown on the drawings complete with time switches, photocells and related hardware as required ----1:11111 FC)RSU,M/SLIM,'\1ERS & MURPHY, INC. LANDSC~P[ ARCHITECTS "AS BUILT" DATE INSPECTOR DATE •· --------1----+---------------+-------l-------<--+---------I ~ CITYPLA~!G £~~l~TEAD I----+---+-------------------+----+---+---~---- -· -----~-+-~-+-------------------+----+---+---+---I D,',1£ INITI,',, DATE INITIAL D,',lE INlllAl F.NGINEER OF WDRK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CONSTRUCTION NOTES FOR: SUMMERWALK (VISTA SANTA FE -"'B"") CARLSB,A:O TRACT NO. 85-9 REC. CENTER ASSISTA"NT PLANNING DIRECTOR OWN BY; CHKD BY: --CT 85-9 RVWO BY: CMWD PROJECT NO. 92-303 ,;2-l-9S DATE, r1,.;W1NG NO, 267-6M JOB# 510006-E ONE (1) S SOR FOR. EVERY FOUR (4) VALVES ARE REOUIAED CALSENSE OOEL 2100-24 REQUIRES SIX (6) MOISTURE SE PLACEMEN1 j". SENSORS SHALL BE THE RESPONSIBIL OF CALIFORNIA ENSOR CORPORATION AND GENTIL UR.RAY ASSOCIATES CONTRACTOR SHAL S BUILT LOCATION OF ALL SENSO S SENSORS SHALL BE CLEARl Y KEO, ANO EASILY LOCATED IN Fl D CONTACT· CALSENS 2075 CORT CARLSBAD, (619) 438----0525 L NOGAL, SUI 92009 GENERAi NOTES· El OW SENSORS CALSENSE MODEL FM FLOW METERS LL BE: INSTALLED IN-1.INE ONC (1) PER WATER METER. AS PER NOTFlt\wrn-t 10 PIPE OlAMETT'RS OF PVC PIPE DOWNSTREAM OF FLOWS NO 10 PIF'E OlAME:TER.S OF fVC UPSTREAM, PlPE ~ZED PER SIZE:_ 11:G'. ~M MAINLJNe, l'" $ENSOR: 20• OF 2• PV AND UPSTREAM ~eSPECTIVEL Y. r1.ow SENSORS SHALL BE INSTALLED TEN (1 f'1Pe OIAMETeR:S Uf;>$me,A.M OR DOWNSTR FROM ANY VALVE, NG, METEFi: OR 8ACK'FLOW DEVICE_ INIR FROM FLOW $ENSO~ CONTROLLER $HALL CONSIST OF ON (1) BLACK ANO ONE (1) RED TANDARD #14 IRRIGATION VALVE W1R FLOW SENSOR $HA BE HOUSED IN VALVE BOXES AS PER RIGATION REMOTE CONTTW ALVES SPECIFIED ON PLANS AND MARKED .s.·. INSTALLATION ETAILS AND ALL OTHER REQU1Ra,,1E.NTS FOR CALSENSE SY TEM ARE AVAILABLE AND SHALl 6E 08lAINED FROM: CALSENSE 2075 CORTE DEL NOGA.I., SUITE J CARLS6AO, CA. !i!l009 (611.1) 4JS-0!)~ (LOT 48) Irrigation Pressure Calculation VISTA SANTA Ff; Aug-15-94 Stati<: Pressure: 108.00 Max. GPM D~m~nd; 38.00 Vnifs Sf~e Type IJe.scrlptfor, GPM Unft PSf LOS$ ~ 1 1" Di:sc Water Me!~r Je,oo 08.70 1 2" Bras!. Stra1Mr M 00 00,00 1 2" Brass Gate Valve ~a.oo oO,O.! 142 2" Sch. 40Main line 38 00 01.49 e 1-1/2"" Cl. 200 Lateral Line 38.00 00.21 11 1-11,4" Sch, 40Lateral Line 16 50 00.18 11 1" Sc/i, 40lateral line 07.50 00.15 7 1" Sch, 40Lateral Line 08.40 00.12 11 ~/4"' Sch. 40Lateral Line 06.00 00.33 33 1/2" Sch. 40L;iter.al Lin~ 04.50 02.29 24 1/2"' Sch. 40Lateral Line 03.90 01.28 19 112" Sch. 40Lateral Line 03.00 00.82 M1!3-c ' 1,,.. ~itli11gs Allowance -"" Ot.33 I I"' ~IA -,..., '1,W Componet Losses: ']Jg.~ St:.tion # 4R, Min. Req'r by Head: 20.00 Highest GPM System l;1e11. l..oss/G.iin: 00.00 Total PrttsAUM Rl'lq".-:. 4". W, Re9idual Pressure: 0/ -ft, EXISTING STORM DRAIN EASEMENT /RR/GA TION LEGEND SYMBOL MANUFACTURf.Fl DESCRIPTION 18! <D <!> RAINBIRD T-BlflD SERll'S POP-UP ROTOR D v' '7 RAINSl~O 1806so1m 15 SERIES LAWN POP-UP ,. RAINBIRD 1806sam 15 VAN LAWN POP-UP PATTERN F,H,Q F,H,Q ADJ vif 111 RADIUS 21'-30' 12' 12' I I I I ' GPM 4.8,1.4, 1.2 3,1.5,.75 38-2.25 PSI 30 20 20 ...... +'J 'V RAINBIRO 1806sam 10 SERIES LA.WN POP-UP F,H,T,O 1 O' 1 ,,.e5,.43,,3320 RAINBIRD PA-8S 15 SERIES SHRUB SPRAY F\H.Q 12' 1.0,1 .5,.75 20 ¥ RAINBIRD f'A-8S 15 VAN SHRUB SPRAY ADJ 12' .38-2.25 20 0006 RAINBIRD PA-8S B SERlcS SflRUB SPRAY F,H,T,Q 1 D' 1.3,.65,.43,.3320 0 RAINBIRD PA-8S 15 CST SHRUB $PRAY STRIP 4'x28' 1.0 20 0 RAIN,BIRD PA-8S 15 EST SHRUB SPRAY STRIP -4'x14' .5 20 ALL RAINBIRD POP-UP 500Y SHALL BE INSTAt..i.EO WITH SERll;S 1800 NP GOVEA. (ArCLAIME"D AREAS ONLY) CONTRACTOR SHALL USE RAINBIRD PRoSSURE COMPENSATING SCRoENS WITH !\LL RAINBIRD HEADS LISTED A60VE TO MINIMIZE FOGGING AND ASSIST IN THE REDUCTION OF IRRIGATION HEAD RADIUS ---PVC SCH 40 PIPE SLEEVE • SIZE NOTED 1i.....,a INDICATES POP-UP BODY (RAINBIRO 1806s;,im POP-LP BODY, USE BOTTOM INLE:T,) .... LINE SIZE BRASS GATE VALVE -NIICO OR EQUAL B wAT,R METER -SEE PLAN .,::, BACKFLOW DEVICE -SEE PLAN FOR SIZE AND TYPE 'CY MASTER FLOW CONTROL VALVE -SEE PLAN FOR SIZE AND TYPE ® CAI.SENSE FM FLOW SENSOR -SEE PLAN FOR SIZE AND TYPE !.\Iii WILKENS 500 SERIES PRESSURE REDUCING VALVE-SEE PLAN FOR SIZE = IRRIGATION CONTROLLER. SEE PLAN FOR SIZE AND TYPE @ RAINGUARD IRRIG!\ TION OVERRIDE SWITCH -INSTALL PER NOTE :. HAROlc SERES 700 i=IEGb a IUE9 '-NATER VALVe: -SIZE Pf::R PLAN HARDIE 700 SERIES AUTOMATIC VALVE ~ NELSON 7643 QUICK COUPLING VALVE -(f)--PRESSURE MAINLINE· SCHEDULE 40 11/2" AND SMALLER CLASS 315 2" AND LARGER -MINIMUM 18" BURY ---PVC CLASS 200 LATERAL LINE -MINIMUM 12" BURY CONTROLLER STATION GALLONS PER MINUTE VALVE SIZE [BJ • Iii . ·• .. ' It),......,,· 'I;! . l'f, E'OINT OE CONNECTION POTABLE WATER "R" WATER METER SIZE , ,, MAXIMUM DEMAND ~ GPM DESIGN PRESSURE 65 PSI CITY STATIC PRESSURE 108 PSI - HYDRAULIC GRADIENT 433 EL INDICATES FEBCO 826YA REDUCED PRESSURE BACKFLOW DEVICE IN LE MEUR OR LA MAX VANDAL RESISTANT ENCLOSURE. SIZE. 2" INOICATES HARDIE 102 NO. MASTER VALVE. l~mlS6FES Gi".LSEMCE Fl.;1~10, P1ETEA, SIZE -2" SIZE -2" WILKENS 500 SERIES PRESSURE REDUCING VALVE -LINE SIZE CQ_N_TROLLER LOCATION IIZPIT'"f'bl- coNTROLLER LOCATION "R· ~E i!~9e 12 WALL MOUNT CONTROLLER WfTERMINAL STRIP. ENCLOSED IN A LE MEUR VANDAL RESISTANT STAINLESS STEEL CABINET. (CONTRACTOR SHALL PROVIDE 110 POWER TO CONTROLLER.) IND[CATES RAINGUARD RAIN SHUT DOWN SENSOR. INSTALL IMTH CONTROLLER PER Mi,NllFI\CJJ,JRER'SSPECIFICATION. ·• • · .. , ' , ·• -, < ' ·, , . •• ~f ¾-~0.Q N'ENIDA f'or~ l,¼1"EfZ. ~IN TD ~\/le&~. C'.iUJ~ 'l:l---0&. APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS o· • . • ·•. ~ . . . . . . . . . • IIJt K . ~ Jfl • • , . \< . • t' . . • • . )( . NORTH SCALE: 1/8" = 1' -O" 8' 16' 24' I I IIJ' I I I I \I \ [> /T,J' vAJ...✓e l:Z.f-\5 Cf f7FOfE:FTf f'1A.!Ll ~ 1:i ± 51 De Of f'COL. D MAIW uwe E:/ v-1 v-!A~, 1 o' c>11=F POINT OF CONNECTION RECLAIMED WATER WATER METER DESI WATER METER SI MAXIMUM OEM 1" .,,,_ __ _J DESIGN PRE 38 GPM 65 PSI 108 PSI 433 EL • 32' CITY STAT HYDRA ES FEBCO MODEL 825YA AEOUCE PRESSUOE BACKf'LOW OEVICE DATE INITIAL f_N GINEER Of WORK REVISION DESCRIPTION I I' I IIW 1lV/J 1114' , [In' tl)l' l(J/ \ #,;, \ ,.,,; 1111' I I' I K---,----'"r;.....,.---f I I lflJ • lBRJGAIION !':/OTES CONTRACTOR SHAil VERIFY STATIC PRESSURE AT THE SITE PRIOR TO BEGINNING ANY WORK. IF PRESSURE IS INADEQUATE TO OPERATE THE SYSTEM DESIGNED CONSULT THE LANDSCAPE ARCHITECT PRIOR TO STARTING ANY WORK IF PRESSURE EXCEEDS 80 P.S.I., A W'"KENS 500 SERIES PRESSURE REDUCER, LINE SIZE, WILL BE REQUIRED. IRRIGATION MAINUNE: ANO VALVE:; LOCAIIONS SHOWN Al~.E SCHEMATIC. INSTALi. MAINI.INF IN l.ANOSCAPE AREA, ADJACENT TO LATERAL LINE WHERE DESIGN ALLOWS. INSTALL VALVES IN LANDSCAPE AREA, IN SHRUB BEDS WHEN POSSIBLE. SO THAT THE VALVES MAY Bl: CONCEALED WITH PLANT MATERIAL ... Alt,LM SHALL LOCATE OUT OF CrTY RIGHT ~OF-WAY INSTALL ALL MATERIALS TO COMPLY WITH LOCAL CODES AND ORDINANCES. THE CONTRAc:;r;R S11AL: .. Bl RESPONSISLE; FOR !NSTN.L/1,·-;" ;N OF ANTI- ORAIN VALVtS ON AU DRAINING HEADS ND LOW HEAD DRAINAGE WILL BE ALLOWED. CONTRACTOR SHAlL ADJUST ALL HEADS TO 1:LIMINATo OVER$PRAY ONTO FENCES, BUILDINGS, WALKS. AND PARKING AREAS. FINAL LOCATION OF AUTOMATIC CONTROLLERS ANO BACKFLOW PREVENTER$ SHALL BE DETERMINED BY OWNER OR LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OWNER SHALL PROVIDE 110 VOLT SERVICE TO CONTROLLER. IRRIGATION CONTRACTOR SHAl.L MAKE FINAL HOOK-UP TO CONTROLLER CONTRACTOR SHALL FURNISH ONE (1) QUICK COUPLER KEY AND HOSE SWIVEL TO THE OWNER FOR EVERY FIVE (5) VALVES ALL IRRIGATION SHRUB HEADS ADJACENT TO SIDEWALK SHALL BE INSTALLED WITH POP-UP BODY AS SPECIFIED IN THE IRRIGATION LEGEND. SUBSTITUTIONS SHALL ONLY BE ALLOWED WITH PRIOR WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT SEE IRRIGATION LEGEND, SHEET L-"'f , FOR DEFINITION OF SYMBOLS AND DESCRIPTION OF MATERIALS. STATIC PRESSURE CONTRACTOR SHALL VERIFY STATIC PRESSURE IN FIELD PRIOR TO STARTING ANY WORK BACKFLOW DEVICE BACKFLOW DEVICE AS DELINEATED ON PLANS CONTROLLER -ASSOCIATION SHALL BE AS DELINEATED ON PLANS IRRIGATION SYSTEM LAYOUT DUE TO THE SCALE OF THESE DRAWINGS THE CONTRACTOR SHOULD BE AWARE OF THE POSSIBILITY THAT THE NEED FOR MINOR ADJUSTMENTS TO THE IRRIGATION SYSTEM MAY BE NECESSARY TO PROVIDE PROPER COVERAGE THESE ADJUSTMENTS COULD INCLUDE NOZZLE CHANGfS AND/OR ADDITION. OR DELETION OF INDIVIDUAL HEADS ro COMPCN~ATL FOR CHANGES MADE ON THL SI rE-. IRRIGATION VALVE PLACEMENT THE CONTRACTOR SHALL SET THE IRRIGATION VALVES IN SHRUB BEDS WHENEVER POSSIBLE. THE VALVES ARE SHOWN IN A DIAGRAMMATIC STYLE FOR THE PURPOSE OF PROVIDING A CLEAR CONSTRUCTION PLAN. PRESSURE COMPENSATING SCREEN CONTRACTOR SHALL INSTALL ONE (1) RAINBIRD PRESSURE COMPENSATING SCREEN PER HEAD IN ALL IRRIGATION INSTALLATIONS. USE OF THE SCREENS WILL AID IN RADIUS REDUCTION, OVERSPRAY CONDITIONS AND FOGGING IN ALL PRESSURE SITI.JATIONS, RAINGLJARP PLACEMENT THE RAINGUARD INTERRUPT SWITCH SHALL BE INSTALLED ON THE REAR OF THE CONTROLLER CABINET NOT EFFECTED BY SHADE FROM ANOTHER BUILDING OR TREE. ALL WIRING SHALL 8E CONCEAi-ED PER THE DIRECTION OF THE LANDSCAPE ARCH!TECT ErTHER IN A PVC CONDUIT OR OTHER MEANS AS DIRECTED 8Y THE LANDSCAPE ARCHITECT. 25' STORM DRAIN EASEMENT -·~ 111111 ------ r()RSUM/SUM/v1ERS & MURPHY INC L.I\NDSCAPE ARCHITECTS "AS BUILT" ,,,.,,,'ll 4-7 1 EXP J-,w DATE REVIEWED BY: __ LA~-~ INSPECTOR r SHEE1 CITY OF CARLSBAD ----~--~---+------+----l L-8 __ : L PLANNING DEPARTMENT _ _ IRRIGATION PLAN FOR: SUMMERWALK (VISTA SANTA FE -··s") TRACT NO. 85-9 REC_ CENTER ASSIST DATE --- OWN BY I I "'"''-WING NO. DATE INITIAL D~TE INITIAL CHKD BY: ----CT-85-9 267-6M OTHER APPROVAL CITY APPROVAL RVWD BY ' CMWD PROJECT NO. 92-303 JOB #510006-B INSTALL 2" ABOVE SHRI.E BED GRADE-AT l3AAOE PUAPLE RECLANED WATER WI.LYE BOX WITH LD (MARKED "VALVE") INLAWN ROW02 x• 12 RE0-01 .. BALL VALVE ...-:::~~-.~.~~~~!i,;.._~~ PVC SCH 110 MALE ADAPTER PYCMAINUE .:K:U. FT. PEA GRAVB. GATE VALVE 120 VOi. T CONDUIT 0 •ur OOA TIC CONTROi.LEA 24 VOl T WIAIN(; 1f'fl.,_ FHA.Y SEClR: B.ECTNCAL COfOJT TO llMU. PVC SWEEP ELL PVC SLEEVE WALL MOUNT CONTROLLER ~······--__________ ., _..___ nCALSENSE FLOW METER INseTi\J.LATION W,\Tt:ltPll.001' t1..I.I. W·l(l, (.;(>r-,J'"l(<..·1·1()1,,J~ WHITI·. 11:0MMO~l BLU1-: ..... ··,, .......... ,.=--- -' Ht.I! -.__ M,,.s'I'f>h CON"tl\Ql, V,'.LVE ~: .. ~c:~ "--.._ ~¢""("\ . ___ .----~-------1·1.lNI o.tJ/Tii~ ~==•::• ·-1.· j_...-,--------· '.. --1 ,.,A,_,,·ru --~ "" ··"'-~ W. •~<;iw "-'I fH ~l~i ------- urn,• ,i.:r l ""'"'" :~. :,,-,~- . < --·Mll"l~1lM l.>IHANt:E lW~IRE.AM • IJ,\ UII\MfT~R OF" i·Lol~ '-'IETER sm:: c:__ __ ... r BY PASS WITH G-'TE VALVE r ·· 1=3 .. i l N -.. ~-.. ---.,, \ MASTER REMOTE CONTROL VALVE 1sE'E DETAIL) BACKFLOW PREVENTEf1 !SEE DETAIL) MASTER VAL VE P\H'lE FIECI •a a •TEii 'MLW: ioK WfTH LI> (MARKED Lt JG!.TION") NSTAU T ABOVE SHRllB eeo GRADE _,. T GRADE WN t "" - PVC SCH BO TEE IJ CONTROL VALVE l«>WO 2)(4 ICI-AEO'D) PVC SCH 90 MALE •DAPTER ICU FT PE• GRAVEL PVC MAIN LINE REMOTE CONTROL VAL VE ii ---807-lll .. 6" '=-=ii'r f 0 . . 0,,, BRASS NIPPlE ------+- BRASS COUP\. ING --.... BRASS NIPPI..E 1 CU FT CONC ---------- ' , . a ___ .., BRASS QUICK COUPLER V-'l VE )..!/ filffl£. ~ · z 2 . .. - PVC M•IN LINE ._ __ _. PVC MALE ADAPTER QUICK COUPLER VAL VE SPRAY HEAD ~ J.1/(llf,FU: c,..f ~ 6" SCH BO PVC RISER------ 4" I FENCE/VVALL I J ------11----~1 II 1 ' , ~ FINISHED GRADE ---SCH 80 PVC NIPPLE ~-._,,.,.--STREET ELLS MARLEX QUANTITY OF 3 -~• ll.r L"';"'C;iH..--4 .. 0 111 P.V 111 C_T_E_E_IE .. ~•Llilli"• ,·_"" ____ PVC LATERAL LINE SHRUB SPRAY 1 T1-4[R[ SMAU-E!e: NO F"fTllr,CS CA ~ 10 cm-QI R'ICN...JilES ~ TME f.E)l:R fWJ _,,,. ASSCM'"-" -lj'_ <' Bn('KJ11).</ ~\,£NT[R MllY r-,01" 0C 11'6illtl..£D IN~ ~.fT-C)f,WAY I 3 ( (_"N'jm1,-:.·1 ;>' HK)--1 f'(°T.O,Nlt,,fj Yi.£1.Jl (::t,1 ) SIDES CF 8'lO<.Fl..lM' P9f_ VLNTt..R ....,.0 ll'-6'Wilf0 CN q. I ffi GRfAl(A ~ (PEN fW SHAJ...1. BE AT ~)-lj_ 510( CF SlJY(. i::>H'.}v'(:( 7 1-t(:RIZ-CN'(At_ (1.fAR.CIJ'Cf BETWEE"I W.llU.. .a,,',() fW:)'Si.L)\.<( PA[VtNT(A ._ ('.(J "l)f IN$IA!l IN !:IRf"A Suf::\..!l(.·1 'rl) fl(XOING " ,, ' ,, ii J) // 12'"MIN 3€,"MAx -{s) {2) C"~--_c-~~;;-~!J!e..l...!:'.J:j!l!!!J.£..__,;.i.!ru,l.~M!CJJ'u)t.>EQNJ;!lllUII._. lO BE: NST~ P...RSl.lQ.NT 10 ~•~ a:a. 8:0<. 14.00.00,-«;0I-S,(C~ 8 Till£ It' Of TH( (ALlf()RNIA Af)MINl~TrvE: cc«: s FB:/ OM; ---~---.., CARLSBAD MUNICIPAL WATER DISTRICT . 2 INCH AND UNDER .. ------~s=m~o=w=G~. NO=-< BACKFLOW INSTALLATION AU~'f.C! .. , Bae ow p=ters shilll b,, l!'Sterl by a Cel'lifierl 1es1er and results musr ti.: given to the owner and the Water District. Ptpe b<:rween the meter and backflow preventer shallbe "Schedule K Hard Copper." with solder joints. P\H'lE REC'! ANED IIWATa ~YE aox wmi LI) (MARKED "IRGATION") FIN GRADE RESSURE REDUCINO•....JJ...+- •L VE FWC SCH 80 MALE ADAPTER --,--.,r--PVC SCH 110 •5"ELL PVC MAIN LINE PRESSURE REl>UCING MASTER VAL VE so, -0 TEE tEl _j IRRIGATION LEGEND SYMBOL MANUFACTURER DESCRIPTION PATTERN RADIUS GPM PSI 0 d) e RAINBIRD T•BIRD SERIES POP-UP ROTOR F,H,Q 21'-30' 48,24,12 30 ov¢ RAINBIRD 1806sam 15 SERIES LAWN POP-UP F,H,Q 12' 3, 1.5,.75 20 ,, RAINBIRD 1806satm 15 VAN LAWN POP-UP ADJ. 12' .38-2.25 20 ...... RAINBIRD 1806sam 10 SERIES LAWN POP-UP F.H.T.Q 10' 1.3,.65,.43,.3320 +v'-11 RAINBIRD PA-8S 15 SERIES SHRUB SPRAY f1 H,Q 12' -0./l,1.5,. 75 20 y RAINBIRD PA-8S 15 VAN SHRUB SPRAY ADJ. 12' .38-2.25 20 &obo RAINBIRD PA-8S 8 SERIES SHRUB SPRAY F,H,T,Q 10' 1.3,.65,.43,.3320 0 RAINBIRD PA-8S 15 CST SHRUB SPRAY STRIP 4'x28' 1.0 20 0 RAINBIRD PA-BS 15 EST SHRUB SPRAY STRIP 4'x14' 5 20 CONTRACTOR SHALL USE RAINBIRD PRESSURE COMPENSATING SCREENS WITH ALL RAINBIRD HEADS LISTED ABOVE TO MINIMIZE FOGGING AND ASSIST IN THE REDUCTION OF IRRIGATION HEAD RADIUS. =--=----=--PVC SCH 40 PIPE SLEEVE -SIZE NOTED INDICATES POP-UP BODY (RAINBIRD 1806sam POP-UP BODY. USE BOTTOM INLET.) ll><III LINE SIZE GATE VALVE -NIBCO OR EOUAL 1B) WATER METER -SEE PLAN • BACKFLOW DEVICE -SEE PLAN FOR SIZE AND TYPE @ MASTER FLOW CONTROL VALVE -SEE PLAN FOR SIZE AND TYPE ® CALSENSE FM FLOW SENSOR -SEE PLAN FOR SIZE AND TYPE ~ Ii] WILKENS 500 SERIES PRESSURE REDUCING VALVE -SEE PLAN FOR SIZE ~ IRRIGATION CONTROLLER -SEE PLAN FOR SIZE AND TYPE @ RAINGUARD IRRIGATION OVERRIDE SWITCH -INSTALL PER NOTE • HARDIE SERIES 700 WATER VALVE -SIZE PER PLAN .. HARDIE 700 SERIES AUTOMATIC VALVE ~ NELSON 7643 QUICK COUPLING VALVE -(E}-PRESSURE MAINLINE: SCHEDULE 40 11/2" AND SMALLER CLASS 315 2" AND LARGER -MINIMUM 18" BURY PVC CL.ASS 200 LATERAL LINE -MINIMUM 12" BURY CONTROLLER STATION GALLONS PER MINUTE VALVE SIZE SIDEW..4LK J.£11=A 80X WIMEl"J;'R FINISH GRADE i,s--POP-UP 800Y OUIA T"Rl'U SWNG ~T MODEL ~9-04 W, 12 l"Y LfNGT>< ~----P'IC LATERAL 1.1'tE +---ii :14---;-- ,rWJNtu..JU POTABLE SERVIC~ UNE j 10· MINIMJM TO POTABI.£ ""'""IJIVE IN S9!#~ ReCLJ<//.EO WA~ ..._INUNE ""5<EEVI' NOTE: POTABLE SER.VJOE btNE ORGSSING S1"FIEET SURFACE -7 \ .. POTA8u: MAJHUNf:. (SEE JMP~O'VEMENT 0RAWINGS)7 J5F~ET .. • POP-UP SHRUB SPRAY ,r-•••~rn,;;;,,.,~~~~ SLE~VE APPROVED FOR PLANTING 1,ND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLAtHING AREAS 0,'.T[ INITl,'.l DAT[ INrTIAL >.NGINITR Of" WOR~ REVISION DESCRIPTION On!O! I.PPROVAL RECUdM~O WA~fR lhh/GATION MA/NUN£ tll ,~HDS~~ "t'f-.f,9(l ;.,¥ II WM~t 't, ~ :P?qo.r~~ .... t . ~ . "' ·-/ ' \ ,., 0 ~ ' ,. '~ /4 4tc or c,1,L.1\~ NOTE ALL RECL-'IIMfOWA~R 1RR1G,Ar1CJ11t Pr,.E ~o Sifl:V£S SJ-MLL ,E PVRPI..! ANO ( ....SELED AS ~EC,•EC IN ST.A/'JDAJ:W S~ECIFJC,Ano,,,S ~OR .-A1VA-r-= ..-~TJON SYSTEMS- 'CARL SBA(} R(C:.AMA TICN ..11(.(.fS AND .-lli"GUL..AnD"IIS RJR CCNSTR'UC no-,; c,: l=ffC~"'1Ml:D WAT'E/:f l,,,(AJN5' JUNt •n• POTABLE MAINLINE CROSSING ...... !~!~I FORSUtv\jSLJMMERS & MURPHY INC. '14111"1 COA'il HIC.HWAY (JANA f'()INT (_AWOft:-.JIA <W,!"I 1'714 4%-fi!l 1 LANDSCAPt ARCHITFCTS "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE - ~ CITY OF CARLSBAD ~ 9 PLANNING DEPARTMENT 4 ~ IRRIGATION DETALS FOR: SUMMERWALK ·~·---(VISTA SANTA FE -"B") CARLSRA-n TRACT NO. 85 9 REC. CENTER APPRO'J6o:;;/,; )l :2-1-9.:; ASSIStMl'T<'PLANNING DIRECTOR DA.TE ! D\'/N BY: I r,qAWING NO. DATE INITlAL CHKD BY: CT 85-9 267-6M OTY 1.PPROVAL RV'wV BY: • • CMWD PROJECT NO. 92-303 JOB# 510006-B IRRIGATION NOTES (POTABLE WATER NOTES} I. GENERAL 11. A. Permits and Fees The Contractor shall obtain and pay for any and all, building permi1s as required. B. Manufacturer's Directions Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturer of articles used furnishes directions covenng points no1 shown in the drawmgs and notes. C. Ordinances and Regulations All local, municipal and state laws, rules and regulations governing or relating to any portion of irrigation work are hereby incorporated into and made a part of these notes, and their provisions shall be carried out by the Contractor. Anything contained in these notes shall not be construed 10 conflict with any of the above rules and regulations or requirements of the same. However, when these notes call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these notes shall take precedence. D. Explanation o! Drawings 1. Due to the scale of drawings, it is not possible to indicate all o!fsets, fittings, sleeves, etc., which may be required. The Contractor shall carefully investigate the structural and Jinished condilions affecting all of his work and plan his work accordingly, furnishings such as fittings, etc., as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between irriga1ion systems, planting and architectural features. 2. The Contractor shall not willfully install !he irrigation system as shown on the drawings when it is obvious in the field that unknown obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstruction or difference should be brought to the attention of the Owner or Landscape Architect as soon as possible. In the event this notification is not performed, the Irrigation Contractor shall assume f•JII responsibility for any revision necessary SUBMITTALS A Material List 1. The Contractor shall furnish the articles, equipment, materials or processes specified by name in the drawings and notes. No substitution will be allowed without prior written approval by Owner or Landscape Architect. 2. Equipmen1 or materials installed or furnished without prior approval of the Owner or Landscape Architect may be rejected and the Contractor required to remove such materials from the site at his own expense. 3 Manufacturer's warranties shall no1 relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. B. Record and As-Built Drawings C. 1. The Contractor shall provide and keep up-to-date complete as-built drawings indicating locations, sizes, and kinds of equipment installed. Prints for this purpose may be obtained from the Landscape Architect at cost. This set of drawings shall be kept on the site and shall be used only as a record set. As built drawings shall be prepared by the Contractor. 2. These drawings shall also serve as work progress sheets, and the Contractor shall make neat and legible notations thereon daily as the work proceeds, showing the work as it is actually installed. These drawings shall be available at all times for review and shall be kept in a location designated by the Owner or Landscape Architect 3. Before the date ot the final observation, the Contractor shall transfer all information from the 'as-built' prints to an ozalid sepia mylar, procured from the Landscape Architect. All work shall be neat, in ink and subject to approval of the Owner. 4. The Contractor shall dimension from two permanent points of reference, building corners, sidewalk or road intersections, etc., the location of the following items: a. Connection to existing water lines. b. Connection to existing electrical power. c. Gate valves. c;l, Routing of sprinkler pressure lines (dimension max. 1 oo feet along routing). e. Sprinkler control valves. f. Routing of control wiring. • g. Quick coupling valves. h. Other related equipment as directed by Owner. 5. On or before the date of the final approval, the Contractor shall deliver one set of sepia mylars of 'as-built' plans to the Owner. Delivery of the sepias will not relieve the Contractor of the responsibility of furnishing required information 1ha1 my be omitted from the prints. Controller Charts 1. 'As-built' drawings shall be prepared by the Contractor and drawings shall be approved by the Owner before the controller charts are prepared. 2. Provide one controller chart for each controller supplied 3. The chart shall show the area controlled by the automatic controller and shall be the maximum .::i-e which the controller donr '" ·1 nllow. 4. The chart is to be a reduced drawing of the actudl 'as-buIlf system. However, in the event the controller sequence is not legible when the drawing is reduced,'it shall be enlarged to a siz.e that will be readable when reduced. 5 The chart shall be a blackli ne or blueline ozalid print and a different color shal! be used to indicate !he area of coverage for each station. 6. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum of 1 o mil thick 7. These charts shall be completed and approved prior lo final field observation of the irrigation system. D. Operation and Maintenance Manuals 1. Prepare and deliver to the Owner within ten calendar days prior to completion of construction, two hard cover binders with three rings containing the following information: a. Index sheet stating Contractors address and telephone number, list of equipment with names and addresses of local manufacturer's representatives. b. Catalog and parts sheets of every type of material and equipment installed. c. Guarantee statement. d. complele operdtir1g ,Hid rnc1I111,,r1c111ce instruction on all major equipment. ?. 111 <1ddit1u11 to the above menlioned maintenat1Cl-.' mdnuals, provide tt1e t1pproprintf~ mninf1.:r1,rncP rwrsonnnl witr1 in~;trnctions for ma1or eq1.11prrn:~rH f· t_qllipnwnl Ill'"' I llflldl<>e1 1. Supply IIIH ,lflPIOfHL,>li: ,11,1111k11L111c,i fH,rsonr1-,I witt1 IIH' lollowInq too!.:-;· rl I 'l\/O :~1!h ot i~pt!d,ll toob rt:qtrnnd for rurnuvir1q, ths..:ts~;emtJhnS-J .,nrl ,1dj1Islinq p;v:li typr> ol ~prinklPI ;inrl v;11'1i• ,;upplIP<I ri ()no qt11ck cot1plu1 h.ny ,HH11ll,dd1111q tli.)SH ~;w1v•il Im i11wry lntP f1' 1ich. cn11pl1nq v:-1lvP'-""; 1nc;L1lti-.,rl ,J l llH .Jh1J1tti 111er1t101wi1 HQl11plllt!lll ~l1dll lJP. t111rn~d ovrn lo !ll!i Uwi1ur .. 11 ltJP nmcl111...:inn of 1hP pmjPcl hPlnr·p firul sitP obc;P.rv;1tio11 c1n or.r,rn f I l;1m1lmq ol f'VC P!PE & FITTINGS f'he Contractor is cautioned tu exerc,se care ,n ila11dling, lo;1ding. unloading and storing ol PVC ptpeflittings. All PVC pipe shall liB tlc1t so as not to subject it to undue bending of concentrated externc1I lo;id at any point. Any ser,t,on of pipe that l1as been dented or damaqRd will be discarded and, if installed, sliall be replnced wilt, new p,pinq Pipe ;md fittings shall not bR storer11n r1irect s1mlIqt11 G GuararitRP f. The lJUarantee for the sprinkler 1rriqatio11 system sl1all tie made m accordance with the attached form. 2. A copy ot tt1e guarantee form shall be included 111 ttm operations and maintenance manual. 3. The guarantee form snalI be retyped onto tt1e Crmtrnctor's lettmhead EJ.nd contain the following information· We hemby guarantee that 111e sprinkler irrigation sy~tern wi, have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the drawing and notes, ordinary wear and tear and unusual abuse or neglect and excepted. We agree to repair or replace any defects in materials or workmanship, including settling of backfilled areas below grade, which may develop during the period of one year from date of acceptance and also to repair or replace any damage resulting from the repairing or replacing ot such defects at no additional cost to the Owner. We shall make such repairs or replacements within 72 hours of notification that repair work is necessary In time after receipt of written notice from the owner, we authorize the Owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. Ill Project: _____ , ______ ... _ ........ . • •• U"~"• •,u•••••••'•••••••-•"• •• • ••••.,---- L.ocation: ___ . ----·-----·--"--·· Signed:__ ___ _ __________________ _ Contractor Phone: ---------------------~ Date of Acceptance: ___________________ _ MATERIALS A. General: Use only new materials ot brands and types noted on drawings, specified herein, or approved equals .. B PVC pressure main line pipe and fittings. 1. Solvent welded type pressure main line for sizes 2" and larger shall be PVC Class315 2. Pipe shall be made from NSF approved Type I, Grade I PVC compound conforming to ASTM resin specification D-1784_ All pipe must meet requirements as set forth in Federal Specification PS-22- 70, with an appropriate standard dimension (S D R), solvent-weld pipe. C D E F G. H. 3. Pressure main line piping for sizes 1-1/2" and smaller shall be PVC schedule 40 with solvent-welded joints. 4. Pipe shall be made from NSF approved Type 1, Grade I PVC compound conforming to ASTM resin specification 1785 All pipe must meet requirements set forth in Federal Specification PS-22-70. (Solvent·weld pipe.) 5. PVC solvent-weld fittings shall be Schedule 40, 1-2, 11-1 NSF approved, conforming to meet ASTM test procedure D-2466 as manufactured by Dura Industries. 6. Solvent cement and primer for PVC solvent-weld pipe and littings shall be of type and installation methods prescribed by the manufacturer 7 All PVC pipe mus\ bear the following markings: a Manulacture(s name b. Nominal pipe size. c Schedule or Class. d Pressure rating in P.S.I. e. NSF (National Sanitation Foundation) approval. f Date ot extrusion. g. U.P.C. Shield Logo (IAPMO Approval). 8. All fittings shall bear the Manulacturers name or trademark, material designation, size, applicable I.P.S. schedule and NSF seal ot approval. PVC Non-Pressure Lateral Line Piping 1. Non-pressure buried lateral line piping shall be PVC Class 200 with solvent-weld joints. 2. Pipe shall be made from NSF approved, Type I, Grade II PVC compound conforming to ASTM resin specification D-1784. All pipe must meet requirements set forth in Federal Specifications PS-22-70 with an appropriate standard dimension ratio. 3. Except as noted in paragraphs 1 and 2 and part B of this section, all requirements for non-pressure lateral line pipe and fittings shall be the same as for solvent-weld pressure main line pipe and fittings as set forth in part B of this section. 4. Non-pressure lateral line piping installed on slope surtace shall be UVR-PVC schedule 40. Pipe shall be PVC 1120, Type I, Grade I, manufactured in accordance with ASTM designation D-2246. Fittings shall be Schedule 40, and manufactured by Brownline Pipe Company. 5. ALL F!TTINGS SHALL BE SCH 40. Fittings shall be UVR-PVC 1120, Type 1, Grade I manufacture accordance with ASTM designation D-2246. Fittings sh be chedule 40, and manufactured by Brownline Pipe Company. 6. So ent cement shall be Brownline Bond-Tile Solvent C ent when joini UVR-PVC pipe and fitting connections. 7. ~,iser st ilizers shall be per detail. 8. Pipe stabiliz shall be per detaiL 9. Riser adapters all be of UVR-PVC ma rial with cocking screws and shall be Brownlin o. SHR-550, SR , 00 or SRA-700. Q Brass Pipe Fittings ~/' 1. Where indicated on th awings, use red brass screwed pipe conforming to Federal S cation No. WW-P-351. 2. Fittings shall be re rass co ·arming to Federal Spec11,cation No WW·P460. Copper Pipe FItti s 1. Copper Ipe shall be Type 'K', hard tern shall e wrought solder joint type in accor red ASTM 888 and fittings ce with ANSI 8·1622 2. ints shall be soldered with silver solder, 4 o silver, 15% copper, 16% zinc; 24" cadmium and solidus at 1, 125° nd liquids at 1, 145° F, conforming to ASTM B206 and Federal Specific ion OQB 00655. Thrust Blocks 1. Thrust blocks for ring-tite pipe shall be of size and type required by the manufacturer's installation guide. 2. Form thrust blocks in such a manner to prevent any concrete from coming in contact with the pipe, Thrust blocks shall be b0tween solid soil and the litting. Quick Coupling Valves 1. Quick coupling valves shall have a one or two piece body designed for working pressure of 150 P.S.I. operable with quick coupler key or swivel key. 2. Quick coupling valves shall be per detail. Back/low Prevention Units 1. Backflow preventers and/or vacuum breakers shall be of size and type as indicated on the drawings. All sprinkler irrigation systems that are using water from the potable water system shall require backflow prevention. All backflow prevention units shall be installed in accordance with requirements set forth by local codes and County Health Department requirements. 2. Wye Strainers at backflow prevention units shall have a bronzed screwed body for sizes 2" and smaller and 125 lb. cast iron flanged body for sizes 2-1 /2" and larger. All wye strainers shall have a minimum 30 mesh movel screen and shall be similar to Bailey No. 100B or approved equal. 1. Check Valves 1 _ Swing check valves 2" and smaller shall be 200 lb. W.O.G. brnnze construction with replaceable composition, neoprene or ruhbe, 'disc and shall meet or exceed Fedeml Specitic;ition WW Vs Ir! rI~,,, A, Type IV. 2. Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread inlet and outlet. Internal parts shall be stainless steel and neoprene. Anti-drain valves shall be field adjustable againsl draw out from 5 to 40 feet of head. Anti-drain and excess tlQw vcJIVP ,hall be similar to the Val con ADV o, approvwJ equal. J. Gate Valves K. N .. 0 1. Gate valves 3" and smaller shall be 125 lb SWP bronze gate valves with screw-in bonnet, non-rising stem and solid wedge disc, and shc1II conform to Federal Specification WWV-54, Type 1, Class A 2. Gate valves 3" and smaller shall have threaded ends and shall oe equipped with a bronze hand wheel 3. Gate valves 3" and smaller shall be sirnila1 to those manufactured by Hammond (609 Series) or approved equal. Control Wiring 1. The electrical system shall be installed in accordance with lhe National Electrical Code most recently adopted by the Cily. Connections between the automatic controllers and the electric control valves shall be made with direct burial copper with AWG-U F. 600 volt. Pilot wires shall be a different color wire for each automatic controller. Common wires shall be white with a different color stripe for each automatic controller. Install in accordance with valve manufacturer's specifications and wire chart. In no case shall wire size be less than No. 14. 2. Wiring shall occupy the same trench and shall be installed along the same route as pressure supply or lateral lines wherever possible .. 3. Where more than one wire is placed in a trench, the wiring stiall be taped together at intervals of 1 o feet. 4. An expansion curl should be provided within 3 feet of each wire connection and at each change in direction. Expansion curls shall be formed by wrapping at least five turns of wire around a 1" diameter pipe, then withdrawing the pipe. 5. Field splices between the automatic controller and electrical control valves will not be allowed without pnor approval of Owner and/or City. 6. All splices shall be made with Scotch-Lok No. 3576 Connector Sealing Packs, Pen-Tile wire connector or approved equal. use one connector sealing pack for each splice. Automatic Conrro1•e1 The automatic controller shali have H10 minimum number or ;;1a1ro11c, as indicated on the drawings and shall be completely automatic in operar,c,n It shall electronically start the sprinkler cycle and electronically time 1he individual stations. Controller and valve shall bA as stated in the irriq;it,0 n legend. Outdoor Automatic Controlle1 Enclosure 1. All automatic sprinkler controllers installed outside ot a buIld1ng ;;naII be wall mounted within a vandal resistant a,_,ton1atic controller enclosure. 2. The outdoor controller enclosure shall be as specified in tne drawings. Enclosures shall be equipped with an on/off switch tor 11 O-vol1 power supply to controller. 3. Paint controller enclosure completely inside and out with two coats ot rust-resistant paint per Owners direction prior to installing controller Color and type to be selected by Owner. Control Valve Boxes 1 Use 9" X 24" round box for all gate valves, Brooks (or approved equal). 2. Use 9-1 /2" Xi 6" X 11" rectangular box with green bolt-down cover for all electrical control valves, Carson Industries 1416-12B or approved equal. Sprinkler Heads 1. All sprinkler heads shall be ot the same size, type and shall deliver the same rate of precipitation with the diameter (or radius) of throw, pressure and discharge as shown on the plans. 2 3. Spray heads shall have a screw adjustment. Riser units shall be fabricated in accordance with the detail shown on the plans. APPROVED FOR PU\\fflNG 1\NO IRRIC•\flON ONLY INCL.UOINC ,'Rt:C!SE LOCATION OF i"LAl!!ING 1\REAS 4. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkler body. 5 All sprinKier heads of the same type shall be 01 the same manufacturer. IV. INSTALLATION PROCEDURES A. Site Conditions 1. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities which are caused by his operations or neglect. Check existing utility drawings !or existing utilities locations. 2. Coordinate installation of the sprinkler irrigation materials, including pipe, so there shall be NO interference with the utilities or other construction or ditticulty in planting trees, shrubs and ground covers, 3. The Contractor shall carefully check all grades to satisfy himself that he may safely proceed before starting work on the sprinkler irrigation system B. Water Supply C. D. E. 1. Sprinkler irrigation sys/em shall be connected to water supply points of connection as indicated on the drawings. 2. Connections shall be made at approximate locations as shown on drawings. Contractor is responsible for minor changes caused by actual site conditions. Electrical Supply 1. Electrical connections for automatic controller shall be made to electrical points ot connection as indicated on the drawings. 2. Conne(..'tions shall be made at approximate iocations as shown on drawings Contractor is responsible for minor changes caused by actual site conditions. Trenching 1. Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe to an even grade. Trenching excavation shall follow layoIJt indicated on drawings and as noted. 2. Provide a minimum of 241'of cover for all pressure supply lines 3" and 4" in size. 3. Provide for a minimum of 18" of cover for all pressures supply lines 2- 1 /'2" and smaller. 4. Provide for a minimum cover of 12" for all non-pressure lines. 5 Provide for a minimum cover of 18" for all cable wiring in conduit, and 24" for direct burial cables. Backfilling 1. The trenches shall not be backfilled until all required tests are performed. Trenches shall be carefully backfilled with the excavated materials approved for backfilling, consisting of earth, loam, sandy clay, sand or other approved materials, free from large clods of earth or stones. Backfill shall be mechanically compacted in landscaped areas to a dry density equal to adjacent undisturbed soil in planting areas. Backfill will conform to adJacent grades without dips, sunken areas, humps or other surface irregularities. 2. A fine granular material backfill will be initially placed on all lines. No foreign matter larger than 1/2" in size will be permitted in the initial backfill. 3. Flooding of trenches will be permitted only with approval al Owner and/or City. 4. If settling occurs and subsequent ad1ustments in pipe, valves, sprinkler heads, lawn or planting, or other construction are necessary, the Contractor shall make all required adjustm~nts without cost to Owner. ··-··------------~ ... -. 111111 . FORSUM/SUtv\tvffRS & ,\1URPHY, INC. ' I I\N DSCl\l'r .l\tlCH ITtCT:i . ·---·-------- "AS BU IL T" RCE ___ EXP. ____ DA TE REVIEWED BY: INSPECTOR DATE 1-----+----+-------------------+----+---+--·--·--~--· t-----+----+------------------------·--·-----<>----<-----<t DA ff INITIAL F_NGINITR Of' WORK REVISION DESCRIPTION DA n: INITIAL QTij(R APPROVAi. DA n: INITIAL CITY APPROVAL APPRO~cf~M 2-/-9<; ASSISTIIINT PLANNING DIRECTOR DA TE OWN BY: ~I CHKD BY: RVWD BY:_ -· CT 85-9 I ~RAWING NO. . 267-6M CMWD PROJECT NO. 92-303 JOB# 510006-8 F. Trenching and Backfill Under Paving 1. Trenches located under areas where paving, asphaltic concrete, or concrete will be installed shall be backfilled with sand (a layer 6" below the pipe and 3" above the pipe) and compacted to equal the compaction of the existing adjacent undisturbed soil and shall be left in a firm unyielding condition. All trenches shall be left flush with the adjoining grade. The sprinkler irrigation contractor shalt set in place, cap and pressure test all piping under paving prior to the paving work. 2 Generally, piping under existing walks is done by jacking, boring or hydraulic driving: where any cuning or breaking of sidewalks and/or concrete is necessary, it shall be done and replaced by the Contractor as pan of the contract cost Permission to cut or break sidewalks and/or concrete shall be obtained from the owner And/or City. No hydraulic driving will be permitted under concrete paving or AC paving .. G Assemblies 1. Routing of sprinkler irrigation lines as indicated on the drawings is diagrammatic. Install lines (and various assemblies) in such a manner as to conform with the details per plans 2. Install NO multiple assemblies on plastic lines. Provide each assembly with its own outlet. 3. Install all assemblies specified herein in accordance with respective detail 111 absence of detail drawings or specifications pert8ining to specific items required to complete work, perform such work in accordance with best Owner. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust and moisture before installation. Installation and solvent welding methods shall be as recommended by the pipe and fitting manufacturer. 5. On PVC to metal connections, the Contractor shall work the metal connections first. Teflon tape, or approved equal, shall be used on all threaded PVC to PVC and on all threaded PVC to metal joints. Light wrench pressure is all that is required. Where threaded PVC connections are required, use threaded PVC adapters into which the pipe may be welded. H. Line Clearance All lines shall have a minimum clearance ot 6" from each other and from lines of other trades Parallel lines shall not be installed directly over one another. I Automatic Controller Install as per manufacturer's instruction Remote control valves ~trdll b" connected to controller in numerical sequence as shown on the drawinqo ,J High Voltage Wiring for Automatic Controller 1. 120-volt power connection to the automatic controller snc1li tJµ provided by the Irrigation Contractor. 2. All electrical work shall conform to local codes, ordinances and union authorities have jurisdiction. K. Remote Control Valves Install where shown on the drawings and details. When grouped together, allow at least 12" between valves. Install each remote control valve in a separate valve box. L. Flushing of System 1. After all new sprinkler prpe lines and risers are in place and connected, all necessary diversion work has been completed, and prior to installation of sprinkler heads, the control valves shall be opened and a full head of water used to flush out the system. 2. Sprinkler heads shall be installed only after flushing of the system has been accomplished to the complete satisfaction of the Owner. M. Sprinkler Heads 1.. Install the sprinkler heads as designated on the drawings. Sprinkler heads to be installed shall be equivalent in all respects to those itemized on plans and in details. 2. Spacing of heads shall not exceed the maximum indicated on the drawings. In no case shall the spacing exceed the maximum recommended by the manufacturer N 0 p Existing Trees Where it Is necessary to excavate adjacent to existing trees, the Contractor shalt use all possible care to avoid Injury to trees and tree roots. Excavation in areas where 2" and larger roots occur shall be done by hand. All roots 2" and larger in diameter, except directly in the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to prevent scarring or excessive drying. Where a ditching machine is run close to trees having roots smaller than 2" in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean cuts through. Roots 1" and larger in diameter shall be painted with two coats ot Tree Seal or equal. Trenches adjacent lo trees shall be closed within :24 hours. and where this is not possible, the side of the trench adjacent to the tree shall be kept shaded with burlap or canvas. Field Q1mlity Control 1 Adjustment of the System a. The contractor shall tlush and adjust all sprinkler heads for optimum performance and to prevent possible overspray onto walks, roadways, and buildings as much as possible b. If it is determined that adjustments in the irrigation equipment will provide proper and more adequate coverage, the Contractor shall make such adjustment prior to planting. Adjustments may also include changes in nozzle sizes and degrees of arc as required. c. Lowering raised sprinkler heads by the Contractor shall be accomplished within 10 days after notification by Owner. d All sprinkler heads shall be set perpendicular to finished grades unless otherwise designated on the plans. 2. Testing of irrigation system a. The Contractor shall request the presence ot the Owner at least 48 hours (two working days) in advance of testing. b, Test all pressure lines under hydrostatic pressure of 150 lbs. per square inch and prove watertight. Testing of pressure main lines shall occur prior to installation o1 electrical control valves. c. All piping under paved areas shall be tested under hydrostatic pressure of t 50 lbs. per square inch and proved watertight prior to paving. d Sustain pressure in lines for not less than ? hours. If leaks develop, replace 1oints and repeat tes1 un1il entire system is proven watenight e. All hydrostatic tests shall be made only in the presence of the Owner. No pipe shall e backfilled until it has been inspected, tested and approved. f. Contractor shall furnish necessary force pump and all other test equipment. g. When the sprinkler irrigation system is completed, perform a coverage test in the presence of the Owner to determine if the water coverage for planting areas is complete and adequate. Furnish all materials and perform all work required 10 correct any rnadequacie.s of coverage due to deviations from plan, or where the system has been willfully installed as indicated on the drawings when it 1s obviously inadequate, without bringing this to the attention o1 the Owner. This test shall be accomplished before any ground cover rs planted. h Upon cornplet1on of each phase ot work, the entire system shall be tested and ad1usted to meet site requirements. Field Observatron Schedule 1. Contractor shall be responsible for notifying Owner 1n advance for the following field observations according to the time indicated: a. Pre·Job Conference -2 days prior notice b. Pressure supply line installation and testing -2 days prior notice c. Coverage tests · 2 days prior notice d. Final fie!d observation ·· 2 days prior notice. Q Maintenance 1. The entire sprinkler irrigation system shall be under full operation for a period of 7 days prior to any planting. 2 The Owner reserves the right to waive or shorten the operation period. 3. Landscape irrigation system shall be lully maintained by the Contractor for a period of 90 days prior to final acceptance by the Owner. This period may be extended if the maintenance provisions Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be removed from the site. All walks and paving shall be broomed or washed down. Any damage sustained on the work of others shall be repaired to original conditions. S. Final Field Observation Prior to Acceptance 1. 2 3 The Contractor shall operate each system in its entirety for the Owner at time of final field inspection. Any items deemed not acceptable shall be reworked to the complete satisfaction of the Owner. The Contractor shall show evidence that the Owner has received all accessories, charts, record drawings and equipment as required before final field observation can occur End or maintenance shall occur only on the written acceptance by the Owner \ ~-Model 100B-150 Bronze "V" Strainer· Features Parts Lisi • M.flnvl1;1e1vred -,t MTM a e~ C:i!':!it bt(Jni~ 1 Body • WoTi<ir,g pre:!i:!it111!!13--1'10f1 ~,t'>(;k.: Stei!-m 150 PS! (400'r); 2 Ca.o Wa,'lte,. Oil 0nd Q!l:!i 250 P$1 (100"FJ 3. SerP;11)t1 • Self-cleaning blo...., 011 plug, NPr tllreadaa • s1end1;1rd $Croon Qf 20 m!;!$h ~ta,nl1,ss $,e-el. Optk)nal stainless steel screens ava~able in -d0, 60, BO and iOO mes'1. r . ---A------s ~ Description Strainers ere designed to protect aqulprnenl from damage !'.!IA! j(:I (1111, !::-e~II}, "Obf1'!1, ~11(1 o,h'i'i lot..,1gn fr'l(l,(.lrl,al:!;, tr,c, $1r(;l!ner shOIM bl'! lns11llled b!i!I01e 00<:kllQw prl;!v~n!IQn devices, ooritrol valves. Pu1T1p6, n,elere arid olher equiorrienl Materials Body end cover of ASTM B-62 bronze. S(:reen al ASTM A478 Typ8304:9talnlEl:S:S StE:tel. St1<:1berlncludes body, cap, g,1~1<.et. si:;r~er1 ;,rid plup T yplcal Applications • 8eckfl0\IY prevention devices • f":on1rol vefv,;ig • Purrip~ ♦ M,;:ta,~ ii Aii ll11e3 • lrr,gati0f1 sy:stern!!r • W11ter Heating Supply • ln<':IUS!lllj! Proce!3"3 (qt,lpm,mt St1i:,p1,. -- 3 Dimensions ~nd Welghls CMB. P.O. Box 8070, Fresno, Cfl!lfornle ~3747 (209) 252-0791 Tele1<: 33-7616 CMB FSO APPROVED cOR P' .f\NTING /1ND IRRIC'\I ION ONLY INCLUDIN,; l'Rl.CISC IOCAllONOf· PINIIINI, AR[AS ... -. 111111 r()RSUM;SUMi'vfrl<S & MURPHY, INC. : ANI J',CAf'f ARCHITECT<; "AS BUil T" RCE ___ EXP. ____ DATE REVIEWED BY ' INSPECTOR DA TE -----t-----+---+---+--·--··--I SHEET CITY OF CARLSBAD ~4. t-----t-·--·--+----------------------t----+-----tf------tf----il L-11 PLANNING DEPARTMENT l 1_4 __ J t----~----+----------------···-·----+---+---t----+-------1 ~--:;;·-:;..·,;:·-:;..···~-=,===::::;:===========~~=:::::; IRRIGATION NOTES FOR: SUMMERWALK (VISTA SANTA FE -"B") I CARLS:;::::, TRACT NO. 85-9 REC. CENTER 1----+-----'----------------------t-----~--•--+f----+---~ t-----+--~:~--------------+-~f---t---+----t • APPR~ / 1 { 1 I-.,-:, - ' lc-:--=-c~/yF~/~/~=/~-c"---~~~-~-~7~>~~ l----+---,c--------------------+----1---t---t--~ I ASSISTAIIIT PLANNING DIRECTOR DA TE l--~-4-----+i-----------------+----+---+----t-----t ;:;~~~~~~-=--::::::::::::::::'.-',::========:;;::---:-:::::::::::::::~ 1----+-----+-----------------+··--+----t---,,--+----,,-----t DWN BY: I Ir 1''2"."5W17N_· BG MNo DAn: 1N1nAL : 011n: 1NrnAL DAT!: INlnAL CHKD BY:___ CT 85-9 I F.NGINEER OF WORK REVISION DESCRIPTION ,__oTH_ER_Af'_PR ___ o_v,;__ ....__CI_TY_Af'~PR_o_v_AL~ L'R'-VWD._..,,,__.B,_Y'.:.·-===cJ ,._ __________ J._ ____ ___. CMWD PROJECT NO. 92-303 JOB# 510006-8 ! \ I ,• I \ ! (LOT 48) \ ( I I \ ' .~ EXISTING STORM DRAIN EASEMENT I I I I I '31? \6' I I I . 14 I& AVENIDA 14 IG APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION Of PL.ANTING AREAS. o· NORTH SCALE: 1/8" = 1' -O" 8' 16' 24' I I 32' ANACAPA PLANTING NOTES At the conclusion of rough grading, an agronomic soils report shall be prepared by the owner and furnished to the contractor, and all recommendations from such report shall be incorporated by the contractor into installation of all planting areas. Conceal all irrigation valves in shrub bed. Ground cover type shown shall be planted in all shrub areas at 8" o.c uniform triangular spacing and shall be continuous under all shrub masses as shown. All tree and shrub material specified must meet standard industry specifications for the container size indicated. If Contractor cannot locate material of acceptable size at the time of installation, contact Landscape Architect for species substitution; down-sizing or substitution of plant material without prior approval of Landscape Architect will not be allowed . .,-.___, __ ,......... ___________ ___ Trees shall not be planted closer than four (4) feet from any walkway or public sidewatkl~~here tree wells or parkways are provided in the sidewalk area. 011 t ~ 111entsd ·21j'tir 'fl fi::s 'Miit ef II PT ,u&lie 1:fUti22 SRill fQ Si"i 889[ Pt b:urigrq . --·-____ .,,........_.,__...._.,......._ ____ ,__, __ ,,~ ____ ......... ~ Tree locations shown on plan may require adjustment in the field. Whenever feasible, trees should be planted a minimum of ten ( 10) feet from all underground utilities, streetlights, hydrants, and out of drainage flow lines. Should this not be possible, contact the Landscape Architect for decision on placement. Sod lawn shall be "Marathon lie" turf-type dwarf fescue. Available from Southland Sod Farms (805) 488-3585. For planting legend and details, see sheet L -13 GROUND COVER LEGEND GROUND COVER TO BE FRAGARIA CHILOENSIS@ 8" O.C. PLANTED FROM FLATS THROUGHOUT ALL PLANTER BEDS ~---NOTE: ALL TREES SHALL RECEIVE DEEP ROOT BARRIERS. .,J ......._'? 25' STORM DRAIN EASEMENT .... _, 111111 FORSUM/SUMi\.1ERS & MURPHY, INC. "AS BUILT" RCE --,---EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD !I SH1E4ETS l---~---+-----------------+--+-----1-----t----1 l~~ PLANNING DEPARTMENT . 1-----+--+------~--------+---t---+--+------t_ ;::P=L=A=N::T:_IN=:G:=P;:L=A::N=F:::;O~R~:======-::::....:::=::....:::==::; DAT£ INITIAL F.N GINITR Of WORK REVISION DESCRIPTION SUMMERWALK (VISTA SANTA FE -"B") TRACT NO. 85-9 REC. CENTER APPRO OWN BY: -~-1 e---=0.:..:.ATE:.::_...L::.IN"-lll.::.Al.~_DA_TE_.L_IN_lll_AL----1 CHKD BY: __ _ OTHER APPROVAL CITY APPROVAL L'R~VW'J~~BY.c.::-===.l , CT 85-9 DATE I' rR AWING No. I 267-6M CMWD PROJECT NO. 92-303 JOB #510006-8 TlCXJT BALL PREVAILING l WINO l °" .J,. .,0( ANCI ions ' /f: '@~· '-GUY WIRE PLAN VIEW l ~ TREE TnUNK ,---(I) 8" 'Arwon CU!,FlD' ,on CACI/ Tr/EE IN TURF MFG. BY DEEP ROOT CORP (71/.) 898-0563 45c kl/..~\ ANGL ~-FINIS/I GRADE --(3) 'DUCKBILL' E!,nn ! ANC//OnS. /,AFG. BY VI.T PRODUCTS {619) 673-1760 ~--R£fTJ7 TO TRCfc PLANTING DETAIL FOR PLANTING l',5TRUCTIONS --NATIVE suocnAOE NOTE: USE FOR ALL 36" BOX OR LARGER SIZE SPECIMEN TREES AT DIRECTION OF OWNER OR LANDSCAPE ARCI//TECT GUY STAKED SPECIMEN TREE ROOT BALL PREVAILING l WIND l (ii ~11 " 11m;y ~-(-TREE TIE .~ ~ LODGEPOLE PLAN VIEW TnEE TRUNK ---,,-------(2) 'TWIST Df'iACE TREE TIES NAIL WI :2) GALVANIZED NAILS@ EACH ENO. MFG BY Vl T PRODUCTS (619) 673-1760 ,f If'--------(2) 2" x 8' LODGEPOLES / -----(I) 8" 'ARDOR GUARD' FOR EACH TREE IN TURF MFG BY DEEP ROOT CORP 36" (714) 898-0563 ~---FINIS/-/ GRAD/"' ----RCF[J/ TO TREE PLANTING DETAIL FOR 24' PLANTING INSTRUCTIONS ----NATIVE SUBGRADE NOTE: USE FOR ALL 24" BOX OR 15 GALLON SIZE TREES DOUBLE STAKED TREE 12" 12" ROOT BALL . ·. · ... ·:: ... _. ... . . . ' . . . . . . . ,--TOP OF ROOT BALL TO BE 1" ADO VE FINISH GRADE ,--3" UIGH BASIN FOR ALL TREES NOTIN LAWN ,---FINISH GRADE 1-Ji~L.Jl=c. ___ PLANTING TABLETS (SEE SCHEDULE FOR QUANTITY) .· . : ···-:•.·-·------COMPACT SOIL ATBOTTOMOFPITTO 2 nvo TIMES PREVENT SHRUB FROM SETTLING AMEND PER SOILS REPORT ~--NATIVE SUBGF?AOE WIOT/1 OF ROOT BA L I 0 ROOT BALL ··~·.-. :,.:·. ·~<··_: ··. . -. . . . . .... TREE PLANTING tlii~.lJ.[,;;;::;_._ __ PLANTING TABLETS (SEE SCHEDULE FOR QUANTITY) -¥-----;i,j:~.,,;,,,.n,,er,· .,,,;·mi1!~ff+ltN'~ft-----COMPACT SOIL AT BOTTOM OF PIT TO PREVENT SHRUB FROM SETTLING. AMEND PER SOILS REPORT 2' TT'/0 TIMES ---NATIVE SUBGRADE WIDT/ ! OF ROOT DA L SHRUB PLANTING PLANTING LEGEND • A ,,---.., . > . SOILS REPORT At the conclusion of rough grading, an agronomic soils report shall be prepared by the owner and furnished to the contractor, and all recommendations from such report shall be incorporated by the contractor into installation of all planting areas. APPROVED ,or Pl ANTIN(; /\ND IRRIC", I ION ONLY INCLUDIN,,: r'f-frCISlc IOCAllON Oi l'l.i\lHING ARt:.AS. r------t--------,!,--.. --. -----" --~---. _, --~ - DATE INITIAL c .NGINITR OF WORK REVISION DESCRIPTION - PLANT MATERIAL LIST ' GEi PAR GEIJERA PARVIFOLIA AUSTRAL0N.l/Y!LLOW ./~----, .. ________ - BRA POP PIN ELD SHRUBS BRACHYCHITON POPULNEUS BOTTLE TREE PINUS ELDARICA MONDELL PINE I 0 PITWHE PITTOSPORUM TOBIRA 'WHEELER'S DWARF• DWARF MOCK ORANGE 0 HEMDWF HEMEROCALLIS HYBRID ('DWARF') DWARF DAY LILY 0 RAPClA 0 RAPB,AL 0 Ll0TEX RAPHIOLEPIS INOJCA 'JACK EVANS' j\ I !NOIA HAWTHORNE RAPHIOLEPIS INOJCA 'BALLERINA' INDIA HAWTHORNE LIGUSTRUM JAPONICUM 'TEXANUM' WAXY LEAF PRIVET GROUND COVER FRACHI SOD LAWN FRAGARIA CHILOENSIS WILD STRAWBERRY SOD LAWN SHALL BE "MARATHON lie" PLANT TABLET SCHEDULE G[lO POWFR l'I ANTING TABLETS FOi] CONTAINER-GROWN PLANTS Ft-~, .:;,it,6 f'L.,.:,,>-117 -· · · · · · · -I T~t..er CALLON CONTAINER RECEIVES•••••••••• 2 -ABLETS 5 GALLON CONTAINER RECEIVES·········• 6 TABLETS 15 GALLON CONTAINER RECEIVES • • • • • • • • • • • 12 TABLETS 20'" BOX RFCE'VES • • • • • • • • • •; • · • • • • • • •• •• 14 TABL~TS 2/4" BOX RECEIVES•••·•··· • •• • • • • • • •• • • • · 14 TABLETS 3U'BOXR°Cc1VES••······· •••••••••••••••16 TABLETS 36" BOX Rl:CEIV[S .. • • • • • • • • • • • • • • • · • • • • 18 TABl FTS 42" BOX llECEIVES • • • • • • • • • • • • • • • • • • •20 TABLETS 48" BOX R[CEIVES • • • • • • • • • • • • • • • • • • • • 22 1 AB LETS w· ROX RECEIVES • • • • • • • • - • - • • • • • • • • 32 TABLETS FOR l.AHGER BOX SILES. USE 3 TABLETS F0f1 EACH 1/2" OF CAI.IPER Sl?F. MEASURFO 14" ABO'JE FINISH GRADE ----111111 I ORSLJM/SUIV\,\.1ERS & MURPHY INC. . t"1 , ~~ os~,.t "AS BUil T" ... <,_</. -f ,9 (l J' "" w"'"'("' 1:-~ ~ t' ~ o.,, .,. a '1, / .,{,.,.. '" ~0- Q ~ -/ RCE EXP. DATE .. _,. -v' REVlEWED BY: ,r:,, ~ :0.- -fJ'( Of r,ALI\~ INSPECTOR DATE SHEE:T CITY OF CARLSBAD ~ L-13 1 PLANNING DEPARTMENT 4 " ---... .J ~ -··-PLANTING DETAILS FOR: -·--SUMMERWALK -·-----1-,,--~---·· (VISTA SANTA FE -"B") ""' ;--_,. ____ r------·-CARLS~D TRACT NO. 85-9 REC. CENTER I AP;:,ROVE~f V d--1-9_5 ! 70 ASSISl7iNT-PLANNING DIRECTOR -... DATE I DWN BY: DATE INITIAL DATE INITIAL CHKD BY: I CT 85-9 w:;~;~~~o ~ . ~-.,~ OTHER APPROVAL C1TY APPROVAi. RVWD BY: . CMWD PROJECT NO. 92-303 JOB# 510006-E PLANTING NOTES GENERAL SITE PLANTiNG The Owner shall have a soil analysis made after completion of the rough grading. The Contractor shall incorporate all soil amendments and fertilizers prescribed therein. The soil preparation specified below shall be adjusted according to the analysis. I. WEED CONTROL FOR LAWN, SHRUB & GROUND COVER ARE.AS (Except Slopes) A Remove all existing weeds from surface. Remove all roots ol Bermuda- Johnson Grass, etc. and dispose of off site. B. Install irrigation. C. Fertilize all shrub/ground cover areas. Apply 10 lbs of 16 20 O co1mne1cial fertilizer per 1,000 sq. ft. or as directed by soils report. D. Water all shrub/ground cover areas for three weeks to germinate weed seeds. Apply water at low rate lo avoid erosion. E. Apply systemic weed killer 'Round-Up' to all planting areas per manufacturers recommendations. F.. Install shrubs/ground covers as soon as 'Round-Up' has d1ss1pated, according to manufacturers specifications 11. SOIL PREPARATION & FINISH GRADE 111. A. Rough grade: Site to be received by Landscape Contractor to within 111 o foot plus or minus by owner based upon Civil Engineer's grading plan B. Finish grade: Finish grading 10 consist of grading, raking and hand work necessary to achieve desired contour and flow line patterns, based upon Civil Engineer's plans, resulting in evenly finished surfaces free of debris and litter C. Spread over all lawn, shrub and ground cover areas, amendments and fertilizer prescribed in soils report. Thoroughly mix into soil to depth of 6" or more and fine grade. Shape mounds as shown on plans. Contractor to import soil necessary to attain design grades and berms, all import soil shall be free of weeds, debris, and have balanced pH Smooth and even grading without depressions or high spots, to provide smooth and even surfaces for proper drainage. Final grade shall be , .. below walk/top of curb. Remove from the site all stones over 2" in size PLANTING Plant trees, shrubs and ground cover as called for where indicated on Planting Plan and as detailed on Planting Plan and as detailed on Planting Detail Sheet. Substitutions of plants will not be accepted unless approved by Landscape Architect, A. Ground Cover -Flats and/or Cuttings All plant materials specified as rooted cuttings or flat stock on Pia;111r1g Plan shall remain in the !lats until time of transplanting. The flat scil shall contain sufficient moisture so that soil does not fall apart when lift,ng plant from flat. Ground cover plants shall not be allowed to dry out before or while being planted. Roots shall not be exposed to the air except while actually being planted. Wilted plants will not be accepted. At the 1,nie of planting, the soil around each plant shall be firmed sufficiently to force out air pockets. Plants to be planted in triangular spacing as specified o.c. (on center). All cuttings shail be minimum of 6" ;long. Install plants in 6"x6" planting pits. Water immediately after each planting until one inch of water penetration is obtained. Care shall be exercised at all times to protect the plants after planting. Any damage to plants by tranipling 01 other operations of this contract shall be repaired immediately. B. Shrubs & Trees Plant all container-grown plants in planting pits, two times wider and two times deeper than the container, as detailed on Planting Detail Sheet. Thoroughly mix 113 organic backfill (Nitrolized Redwood Shavings or equal) and the amendments specified in the soils analysis with the site soil, prior to backfilling of planting pits. Install Plant Tablets, per the manufacturer's instructions and as detailed on Planting Detail Sheet. Contractor shall construct basins around all trees not in lawn areas; basins shall not exceed top of root ball crown. C. Top Dressing Top dress all ground cover and shrub areas with '!)1 thick layer of OGC organic ground cover. D.. Staking Stake all trees as detailed on Planting Detail Sheet. IV. SPECIAL BACKFILL MIXES A. Azaleas -Use pure Peat Moss. B. Camellias & Ferns -Use 50% Peat Moss, 25% Forest Humus and 25% Site Soil. • C. Pots and Planters -Use Kellogg's Indoor Planter Mix. V. SOD -See Planting Detail Sheet for Sod Type A. Areas shali have a smooth and continual grade between existing or fixed controls, such as: walks, curbs, catch basins. Roll, scarify, rake and level as necessary to obtain true, even soil surface. B. Apply fertilizers as specified on Planting Detail Sheet and mix into the soil C. Sod shall be installed the same day it is delivered. Sod shall not be left on pallets in the hot sun. Contractor shall be responsible for 8.ny and "All damage to sod not installed on day of delivery. D Unroll sod carefully and place in staggered pattern ot strips. Soa st,all be installed against adjacent strips to eliminate joints and edges. E. Trim sod to conform to lawn shapes designated in the Planting Pl.-<n F. After sod is laid, it shall be irrigated thoroughly to provide rno,sture penetration to at least 6" into prepared soil. G All sod in sodded areas sliall be liandled and laid in a high standard workmanship manner All ends, joints, and cuts shall fit tightly so that there are no voids and the final appearance is one of a continuous lawn Sections of sod less than 18" long or 9" wide shall no1 be used H. No sod area will be accepted until approved by the Landscape Arct1itect VI HYDROSEEDTURF Hydroseed all areas and designated as 'Hydroseeded Turf' See Planting Detail sheet for type and quantity of seed mix, fertilizer and additional amendments. A Application 1. Equipment: Hydraulic equiprnent used for the application of the fertilizer, seed, and fiber pulp, shall be of the 'Super Hydro-Seeder' type, as approved by the Landscape Architect This equipment shall have a built-in agitator system and operating capacity sutt1c1ent to agitate, suspend, and homogeneously mix a slurry containing not less than 40 lbs. of fiber mulch plus a combination of 7 lbs fertilizer solids for each 100 gallons of water. The slurry distribution lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic spray nozzles which shall place the slurry tank and spray nozzle within sufficient proximity to be seeded. 2. Preparation· The slurry preparation shall take place at the site of work and shall begin by adding water to the tank when the eng,ne ,s il'. hall throttle. When the water level has reached the heights of the agitator shalt, good circulation shall be established and at this time, the seed shall be added. Fertilizer shall then be added, followed by fiber niulch. The fiber mulch shall be added to the rriixlurP a"e' th,; seed and when the lank is at least third filled with wate1 A11 lihp1 mulct, shail be added third filled by the time the tank is two-ttrnds lo three- 1ourths lull. Spraying shall commence immediately when tank is full. 3. Application: Apply hydro-mulch in the form of a slurry consisting of wood cellulose fiber, seed, chemical additives, commercial fertilizer and water. When hydraulically sprayed on the soil surface, the hydromulching shall form a blotter-like ground cover impregnated uniformly with seed and fertilizer and shall allow the absorption of moisture and rainfall and percolation to the underlying soil Remove all fiber applied to drain gutter, streets, walls, and other crJnstruction. Leave site broom clean. GENERAL SLOPE PLANTING The Owner shall have a soil analysis made after completion ol the rough grading The Contractor shall incorporate all soil amendments and fertilizers prescribed herein. The soil preparation specified below shall be adiusted accordinglv to the analysis. PLANTING PREPARATION I. SLOPE TEXTURING A. Cut Slopes: These surfaces shall be ,·oughened in a horizontal direction following the contour of the slope The roughened texture shall be madi;, by hand ra.king or similar mechanical means B.. Fill Slopes: These surfaces shall be compacted and finished and also roughened in a horizontal direction following the contour of the slope The roughened texture shall be rnade by hand raking or similar mechanical means. II. WEED ERADICATION PROCEDURES A. Manually remove all existing vegetation and dispose ot it off-site. 8. C. D. E. Fertilize all planting areas with fertili:;;er based on Soil Labs recommendations. (See Planting Detail Sheet). Add any and all soil amendments as required, per the soil analysis. Begin watering process to activate fertilizer and additive chemicals Water all planting areas thoroughly and continuously tor a period ol 1wo (2) consecutive weeks. The Landscape Archi1ec1 shall approve specific watering duration and frequency program designed to germinate all residual weed seeds. Discontinue watering process for two (2) days then apply 'Round-Up· if perennial weeds appear on the slopes. If annual weeds appear, use straight contact herbicide as per the pest control advisor's recommendations. No water shall be applied for a minimum of four (4) days following application of contact weed killer. Allow sufficient period of time to insure that all weeds are dead. F. Water all planting areas thoroughly and continuously for a period of three (3) weeks. A shorter watering period may be perniissible at the discretion of the Landscape Architect and/or the pest control advisor. Discontinue the watering process for one (1) day prior to the second application of the herbicide spraying. Re-apply the spraying operation with a straight contact weed killer, as per the pest control advisor's recommendations. Allow s minimum of four (4) days without irrigation, for effective final weed kill. G. Clear all desiccated weeds from the slopes to the finished grade. H. Water all planting areas on the regular irrigation controller schedule tor three (3) consecutive days prior to the hydroseeding operation, I. Then allow planting area soil surface to dry out for one (1) day only, prior to the hydroseeding application. Care must be taken no to allow the soil surface to be super-saturated with water prior to lhe hydroseeding installation. At the same time, the soil surface should not be bone dry There should be some residual moisture within the first 1/2" of soil surface J__ Begin the hydroseeding operation all areas, as specified !IL PLANTING Plant trees and shrubs as called tor where indicated on Planting plan and as detailed on Planting Detail Sheet. Substitutions of plants will not be occepted unless approved in writing by Landscape Architect Install planting tablets as called for in legend. Plant all container grown plants in planting pits two 92) times wider and two 92) times deeper than the container. Thoroughly mix the specified materials found in the soil analysis and those specified in the Planting Detail Sheet, with the site soil, prior 10 backfilling of planting pits. IV. PLANTING TABLETS (See Planting Detail Sheet) V. HYDROSEEDING SPECIFICATIONS FOR SLOPE AREA A. Hydroseed Mix Hydroseed mix and mulch shall be amended to suit specific site conditions verify hydroseed mix with the Landscape Architect and Soils Report, upon results of the soil analysis. The mix shall be applied to all slope areas directly after the installation of all plant materials as final dressing. See Planting Detail Sheet tor type and quantity of seed mix, fertilizer, and additional amendments. VI. APPLICATION Refer to hydroseed lawn notes for hydroseed application GENERAL NOTES I. CLEAN UP A. Alter all installation operations have been completed, remove a/1 rubbish excess soil, empty plant containers and trash from the site daily. All scars. ruts or other marks in the area caused by this work shall be repaired and the ground left in a neat, orderly condition Leave site in broom clea~ condition at the end of each working day. Hase down all paved areas including walks and patios, upon comaletion of all work. II. MAINTENANCE A. The Contractor shall maintain during installation a sufficient numoer ot merr and adequate equipment to perform the work herein specified. Plant maintenance work shall consist of applying waler, weeding, caring ot plants, including ground covers, shrubs, vines and trees, edging and mowing lawns, fertilizing, control of pests and diseases and maintaining walks free of debris and dirt. Upon completion of each area of installation, the Contractor, Landscape Architect and Owner shall conduct an inspection of complete area, along with the Owner's maintenance representative, At this tirne. a list of corrections, if any, shall be made which are the responsibility of the Contractor, B. After all work has been completed, inspected and accepted, all areas will be maintained for a period of ninety (90) calendar days or as long as is necessary to establish thriving trees, shrubs, t,;rf, and ground cover areas without bare spots. C Keep all areas weed free, adequately watered, and neatly cultivated for the ninety (90) day period. remove all debris from site and keep the ent,re site broom clean. Mow turf areas weekly. Hydroseeded turf areas shall be irrigated after the slurry mulch has been applied and allowed to set for one (1) day. The soil surface must be kept moist at all times during the germination period to avoid desiccation of seedlings. D. Re-seed all bare spots in turf areas at two (2) week intervals and niaintain until an even stand of turf, without bare spots, is obtained. re-seed all slope areas that fail to germinate evenly. Repair all eroded surfaces at no cost to the Owner, E. F. Damage to any planted area shall be repaired immediately. Depressions caused by vehicles or foot traffic shall be filled with topsoil, leveled and replanted. Exterminate gophers, moles and repair damage. The project shall be so cared for that a neat clean condition will be presented at all times to the satisfaction of the Owner and Landscape Architect. The landscape contractor shall be expected to make a minimum of one weekly visit for maintenance purposes. . G At the end at the maintenance period, ail areas that have been planted shall be fertilized with commercial iertilizer, analysis and rate of application shall be per the soils report. H. The Contractor shall request a final site visit seven (7) days prior to the end of the maintenance period. This request shall be written and directed to the Owner and the Landscape Architect Upon written acceptance of the project, the Contractor shall be relieved ot any 1urther maintenance. Ill GUARANTEE All turt, hand-planted and hydroseeded ground cover, and shrubs shai/ be guaranteed lo live and grow to a period ot ninety (90) days alter installation and acceptance by the Owner.. Trees shall be guaranteed for one year. Any material that fails to grow through the spec,tied maintenance and g\,ara_ntee period shall be replaced by the Contractor at ,,o cost to the Owner. IV OBSE.RVATION A Observation visits specified herein shall be made by the Landscape Architect or his representative. The Contractor shall request observation at least two (2) working days in advance of the time that the observation is requested. B. Observation visits area suggested tor the foliowing parts of the wort: 1. Upon completion ot grading and soil conditioning prior to planting. 2. When trees are spotted for planting, bul before planting holes a.re excavated. 3. Written acceptance of the project to release the contractor from further maintenance shall occur alter final observation with the Owner or his representative at the end of the maintenance period. V. VERIFICATION OF DIMENSIONS A All scaled dimensions are approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions and quantities, and shal! immediately inform the Landscape Architect of any discrepancy between the drawings and/or specifications and actual conditions No work shall be done in any area where there is such a discrepancy until approval for same has been given by the Landscape Architect. VI. UTILITIES A. The contractor shall be responsible for verifying the location of all underground utility lines prior to any construction, so that proper precautions may be taken not to damage such lines and plant locations Promptly notify the Landscape Architect who will arrange for relocations of one or the other. Failure lo follow this procedure places upon the contracto, the responsibility for. at his own expense. making any w1d 311 repairs 1or damages resulting from his work. VII. EXISTING TREES A. Contractor is to insure the preservation of any existing trees on the site. Damage or loss of these trees will resul1 in replacement of equg/ size by the l.andscape Contractor. VII!. SEE PLANTiNG DETAIL SHEET FOR ADDITIONAL NOTES, APPROV'°D FOR Pl .4~1T IN(; AND IRRIC/, I ION ONLY INCLJIDIN": l'kLCiS[ I OCA 1 ON 0' !'I 1\I! I l~H, flf,EAS ~------+------1--------------------t-----t------t--·-r---- I----+-=-+-------,-------------f--:-::::---+-=-c--+-:-:-::=-t=~ DATE INITIAL DATE INITIAL DATE INITIAL F.MJINE£R OF WORK REVISION DESCRIPTION OniER APPROVAi. CITY APPROVAL ----------------------, ----1:1111 I OR'ill,\i/½U,\i\,\-1f I\½ & ,\ilJRl'HY INC:. IA.'.;IJ~( Al'f AW HllfC.lo RCE ___ EXP. DATE REv1EWED BY· INSPECTOR DATE ASSISl'ANT Pl AN~~•~G:..::D=:'IR=E=:C:::;T~cm======;--;==::::=:::::=:::; OWN BY: .,1~-- CHKD BY:' __ _ RVWD BY: CT 85-9 2-/~ff ' I DATE I ''RAWING NO. 267-6M I ' CMWD PROJECT NO. 92-303 JOB# 510006 I