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Documentation_Workshop_Tab 01_01/08/2008
Commerce Bank Tequesta Store 215 South Federal Highway -Tequesta, Florida EXTERIOR RENDERING NOT TO SOLE 09.19.07 I I FRONT FI FVATION I / I RIC,HT SIOF FI FVATION I J I REAR ELEVATION NTS I ~} I LEFT SIDE ELEVATION AR RENDERED Corrrmer~~ce Tequesta Store LE ATI E V ONS ~~~~ NOT TO SCALE 215 South Federal Highway -Tequesta, Florida 09.19.07 '~ ~~ N r dr ~ ~ ~ p r ~ ~ ~~ ~ .1 Tt r ~ R ~ ~ m _ ~ ~ g D _~ ~_ O Z O Z - - --- --- fi ~,'" ~ . tV±n,"vl11 ~ - - r - :.. ~ - _ 1 _ - ~ ~\_ - - _ ~ - ~ --~ ~ -~ ~~ -. ~ I I - _ _ ., _„ ~tt> I -- - r. e 1 - ~ ~ .. - ~- 1; ~. - - - ~" ~ - - ~ - .. - -. I. - ~ _ . - _ N . ~ _ I. ~. I' - d _ _ _ _ .. '. _ V ~. i, i i ~~ ~; . ct+ f `~ ~ Q ^P C ~ n- ~~ ~ ~ Z O C a O~ g O ~'. a O ~ ~ -f ~ ~~ ~_~pD 2 1 ' ~ (K~ ~4~~ y~-~ ~_ ~W~, _ -+a ~T - ~a ~~ n~ ~- ~ ~ n ~TJ fM ~. O ~. 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'_~„ ~ ~. # ? ~ ~ Drawing name: 5:\042\042701 Commerce m D S N Z 0 r `~ ~ o g~~~ ~N~g 11 ~~gr~ 8g~~ ~ z ~ ~ uo a~ ~~~~ ~~~~ a~~_ ~k o p o Q I o y ° ~ ~~ N ~ wo a 5 n m ~~ m~ p~ ~m D ~° D Z C7 O m 2 m ^ m l J ~ z j c m m a w n C1-COVER Sep 25, 2007 2: 57pm by. in~.~d.d o.iy is in. ,p.~ine o.rne...nd .nmi ~w .nia~ -~>mtn _~3~-D ~;'~O dash ~F~~~si1 €~~5a5~ ~~Qg~oc ~~go~~ ?g8n~ ~~-DI „Nmrt~cSim ~vcT~ Z~+i^< °w3~ 2 ~xp .,~o T1 ~~1oc m'0 ~~Z,-~ ~r' Qj~pm ~POS~~-~ ~S~.~m ~o„ Py~>J ss o oNo-~ ~c;~m ycF$~ xc o~~{cm ~~ppD~ maN'"0 ~y ~ yr ~< ~n"y ~g'^~~ ~6~~ rnl rt5~ cgN ~?D~r ~ 's ~' A `m ~ ~ ~ ~ o ~ ~ ~ ~ ~ ~ nn ~ 'd y95 NiD rt~ ~" 5 O ~ ~ O D ~ Z 03' SD A N~ Op.°nL n o~~m~ ~E H~m~ °yypv~$z$-+ oZ ~m~~=N~~ S ^~°y'f oRl ~~g~~ mm"~O 8oam`-z m ~~~ ~gNn 8~~<~z ~~ a~~ 8vm~'~ o~ 8??~z$gD vms +n o a'V ~ m' ogZ °cm 8 om 4~~ N mZ a~i [)m 'r'm°m 7m ~ ;z ~~~° ~ ~~~ ~ ~ Z ~ N g~ 3cZi ~D ~ ~~ ~ ~ m <n ~z ~~ ~ 'g J 0 n i l A P g W~~~~~cnAWN~ Z ~~~~~~~--~iG~~mp m~~~zzz~om~<O ~DDDC~i~c~nc~i~~v~Om m G~~-~~n(~n ~~ ~ =OOODDD'~zz~= m ~zzzmmm~ zrn~ zcnov~o~z ~ cn ~vm~ ~nDZnDZ z ~ N T ~_ ~_ ~ O z z ~ ~ ny amimN~ ~a e..e.ma... i~.. mai c. m ~ ~ ~ N C ~ '~^ V ' D vmo ~ -r~ n = O = _ Q y C W z ~ W -P n n Z O u~ ~ ~ m C ~ ~~ c~ ~- m O ~ z D -v ~ z -_ I j l I I I I I I I I I I I I I I I I I I I I I NORTH I I I I I I = I I I I I I x i I i ~ ~ i PROJECT INF-0RMATION o m I I I I I I `~ _ I I I I 215 US Hyhwdy 1 ~ ~T I I I I I I Tequesla, Fbdda 33467 I I 2 I I I I I ~ Parcel No. 60434.30-00-004-0060 - I I I I I I I I ( I I I Future Laid Use: Commerdal I I I I I I I I I I I I Zoning: G2 -Community Commeroial - I I I I I I I I I I I I Total Site Area: 0.98 AG42,731 SF 100% I I I I I I I I I I I I Buildable Area: 0.96 AG42,7315F 100% I I I I I I Deveoped Area, ExisBng: 0.96 AG42,737 SF 100% = I I I I I I Developed Area, Proposed: 0.98 AG42,731 SF 100% o I I I I I I Existng Open Space: 0.30 AG12,939 SF 30.28% I I Existing Impervbus Space: 0.65 AG28,114 SF 6579% ~ I ) I I I I Existng Budding Area: 0.04 AG1,678 SF 3.93% I I I I I I Proposed Open Space: 0.3BAG1Q438 SF 36.47% I I I .- I I I Proposed lmpervbus Space: 0.57 AC22,3335F 52.26% I I I I I I RecreaWnArealsl: NIA WA I I I I I I Upland Preserve; WA WA 1 I I `.•i I I I Wetland: WA WA I I ) I ~ I I I WatMnd Buller. WA WA I I I ,, I I - ~ - . " Buiding 8 Carropy Coverage: .14 AGA,007 6F 14.06% 3 I I I.„ I I I ___- a I I ., . "'... °...,.,,"" ....--. ._... _.. _ _... -. Building Coverage: .09AG3,960 SF 9.27% I I I ,~ - I LEFT NPFI 5 rage Area:: ~ AG~,400 SF F3V27% COVE R DAD w RGHTOTI%YN ~Y - I I Gross Fbor Area for First Use: .09 AG3,9fi0 SF 9.21% - ._..._ _......__--__. r Gross Fba Area for Other Use: WA WA I I I I I I CURB RAMP PER //~~FULL ACCESS a3 NumbBrdResden6a Unds. WA WA ` I I I I I I FDOT INDE%364 (TVP.) ~ _ ~ s_. Number d Stories of First S1rucLtte: 1 WA ~ I I I I I STOP SIGN AND "- ~~ qm / ~R F:Tw ,GN Numberd8bdesd0lherSWDWres: WA WA I I ,~..` ... STOP BAR (TYP) o / R35f.IEFTTi~r4N GNLY k I~I I I HeighldEachSWCbtre: 25 WA a ~ I I I I I , .~ w y .~ 1 Area Arty PaN~al Fbar. N!A WA I I I i i .., ••,' • C 'S`';:1~ "." • ••' •' ..: .:.. ~ • :,y'.,'Ar.•.. Num rdEmp yees: 5 NIA I ti I ~~~II~~~~ ~ r k ~1 I I 1 I ,.: ~ •'~ ~ 'T ~ ~ ~ ~ ~ ? ~ f3 °. Proposed usefsl For This Site: GENERAL COMMEF'CIAL NIA o -'~ O1her 15pedfy): WA NIA I I I I I I cROSSwuxsrmPlNC •: Rst DONDT ~ Sdback Rebuked $ I` I I i i I PER FDOT INDEx 17398 ••: ~ ENiERSIGN ~ \ ~, ~ M450NRY WAIL Read 10 Lards~De Buller RS tilled c ~I I i I I I ;' N I I \ ` .,.., ~ Side 10 Abng ROW 10 °s ; ; ~ ; ; I 25' ~ Q ~. • ~ ~ ~ r ~ \\ Parking Required: 20 Spaces 11/200 S~ k ~i i d ^ I i i :'~ ~ I III \ \ \ Parking Provided: 20 Spaces ~ I I I I I I y. ~~ III ~ ~~;i tom' ` ' I 'i i , ~ ~ i i 9•wHRERYP.) " PROPOSED BANK I ~ I~ REtENn IIII ` EecnL oescRl~rloN: ~ - I I I ~ I I I •..: I ~~~ I I I ~'I PER SCHEDULE A, FIRST AMERICAN TITLE INSURANCE COMPANY, I I 3,960 S. F. I ~ a ~€ I~I I ~ I I I P ,. J III I I COMMITMENT No. FA~G12217, EFFECTNE DATE: JUNE 4, 2007 AT 7:00 i! I~ I 11 I ~" I ~zo ;:• Wl4 DRIVE-THRU I I I A.M. ~ % I I I a ' I I I I 9 •'.• ,• ~ ES ~ IIII IIII `' THAT PART LYING EAST OF U.S. HIGHWAY N0.11STATE ROAD #S) OF THE I~I I ~' •~• ~:'-- ' °- SOUTH 150 FEET OF GOVERNMENT LOT 4, LYING AND BEING IN SECTION I I ~ ~` I I I FFE 28.00 NGVD ~ ~~ I I i l l F I I I 78 TYP ~ ~ ~ i ~ IIII I I 30, TOWNSHIP 40 SOUTH, RANGE 43 EAST, ~ 6 I I I I I I ACCESSIBLE S1RINNG ~ I I r S ATION ~ LESS AND IXCEPT THAT PORTION CDNVEYE TO THE STATE OF PER FOOT INOIX 17346 ~ I I FLORI OA, RECORDED IN OFFlCIAL RECORDS BOOK 2284, PAGE 1126; 33' r Ivl I ~~ I I I vi 5 I I I I I R1~15TOP SIGN ~• 3„„ 1 AND 29' ITE R33R LEFT TURN ONLY f s \~\ I I 'I WNRSTER ~k I I I ~ k I ~ ~ I I sro~av4 ( , i j ~ IIII ENCLaSURE LESS AND FJ(CEPT THAT PORTION CONVEYED TO FLORIDA TFIEND m 3 f _ ~ a.._ ~ L_ .a I I I ~ I I I ~ E651BtESIGNAGE J ~; DEVELOPMENT COFJ'ORATION, RECORDED IN OFFICIAL RECORDS e I I I ~ g I I I ~ * PER FDOT INDEX 17355 \ I BOOK 8542, PAGE 1656, ALL AMONG THE PUBLIC RECORDS OF PA1M n k I I I ' tt ~ ~ I ~ ` ~ BEACH COUNTY. r i i i ~ rJ I 1 i ~ I ~ At~ STOP BAR h n ENIE~SIGN N I I `~ I I I ~ q I I I ~ 6'OWBLE OW I j. a~ I I I ~ I I I 1 Ill I I I ~ {!' ~ ~ ~ I-72'-~ ~ E ~ I I I .; 2 I I I ~ ~ I I € I j I ~ +~ I I I E RnwxTOUr n ~, - au6uE o I I I I I I f • I I I I I ~ L-~18'~ SPACE 0 1 I I I I I I ~ I I I I I I E i i I I I I I I ~ I I I I I I .I~ I I I I I I, - I I I ~ I I °i I I i I I I I I I ~: I I I I I I I I I I I I I I I I I I I I I I I I .° = I I I I I I I I I o s I I ~ I I I v I I I I I ° o I I I I I I a E I I I I I 9; I I I I I ~~ ` / a . i€ ~ SC4F GATE DESIGN gNEE AS NOTED Kimley~Flan SHEET NUMBER E oESGNm er ^~ and Pssociates, loc. m-o9-o7 COMMERCE BANK D J. etti, P.E. o TEQUESTA °"~" 5;5AaDN ~ SITE PLAN OAAWN BY C 200] MINIFY-HpiN AND ASSOgA1FS INC. PROJECT NO. ~~ RS 10521 SW YtC CiR DA. SlE 103, PORT Si. WpE R 3199] o I RENSEO PER ARCHITECT BUILDING FOOTPRINT 09-25-07 RS pecxm 9Y PNOrW: (nz) 315-3eaa rAx (n2) 2e6-ol3e 0 4 2 701 21 3 o No. RE19610N6 DATE BY LJR wWWNINIFY-NamcoN cA Doooos9s VILLAGE OF TEQUESTA FLOR D name: S:\042\042701 Commerce Bank\213 e+x~o aep c ~~v~~~ ter. ~~r..~~..,,.~".'. le Mlended only br the ep.ciflc p~rypee vnd cllenl la Mltl~ Il eve pi eoam.nt Inc. ~hvll Os .Ithwl IIaEAIty tv Niml. y-Nwn and n - - - - - - - - - - - - j - - - - - - - - - - -- - - - - - - - - - - - - - -- ------------------------- -----------~ --~ T~~1 HMI.~I___`,~`I1----------------------- _ _ __ _ ----------------- A _ _ --~-- a ~ ~ , , ~ -~E5 -_ ----------------~z -------------- ii m --------------------------------------- -~z -------~~m Q n -- N r-Z Cf ---~--- ~ { ------------- C C =--------- - - - - - - - yy ~ _ - - - -- 1,.~ ~ _ - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - ~ - - - - - - _ ------ ~ ID L7 - - - - 4 ~ - - - - - - - - - - - - - --- --- n ------------------- - -. < ,._..,_ 'II IIIII"III'll ", : { • e. ... 4 .., ..t r • - - 4 p b 1. ~ • ,r $F ~ ~ ~ t 0 1. . m D ~ t N ~l - rt A ~ wNw w Nww ~ f n N O JOIN ~ (.IN-' g~ On ^ N W N A UNi ONi fNjl A m' I ~ ~„ wJN U 01410 ~ 41 LF 7S"S I • n $ ; O ® ® '. 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RED FLOWERING, FULL 4 CCN ERE Conocaryus erectus GREEN BUTTONWOOD 12' HT. 3" CAL, STRAIGHT, SL, FULL 6 SAB PAL Sabot polmelfo CABBAGE PALM 14'/18'/22' ~OIm,STWJgIT,SD,LY£RN1S,26GCHM~ 4 ILE CAS Ilex aaseine DAHOON HOMY 12' SID FC, 9NGLE (FADER 1RFT FCNN, FUII 6 ROY ElA Roystmea elala FLORIDA ROYAL PAlA1 15' GW SIRUCHi MIMII, NO PENOIIMG, f1B CRCNN 2 HID STD Hibiscus spp. RED HIBISCUS STANDARD fi' NT. SID, 3.S' CT., RED ROWTRINC, NLL 8 ACE RUB Aaer rubrum RED MAPLE 12' HT. 3.5~ MIN. CRL, STRAIGHT, J_, NI1 12 (+~ Relocated hee~Palm AS NOTED CABBAGE PALMS • N • = NA17YE PLANT 32 Of 42 TREES/PAUIS NA71VE= 167 SHRUB AND GROUNDCOVER LEGEND QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE DESCRIPTION 19 SGH ARD Soheffl¢ra arbaooda'iroeHe' TRlNET1E 15" HT. SPACE PER PUN, FULL, NOT IfCGY 66 CHR 1CA Chrnobalonus icaoo RED PP COCOPLDM 30" X 24° 3fi" O.C., Nl1 0.81 ILE VOM Iles vomitaia 'Stokes Dnorf DWAFF YAUPON HOTLY 16° HT. 18' O.C., FULL 21 NAM PAT Hamella patens RRESUSH 36' X I6" SPACE PER PLAN, FULL 24 POD MAC Podornrpus macropbyilus PODOCARPUS 48" HT. SPACE PER PLAN, NLl 106 RHA IND Rhaphiolepis indica INDIAN HAWTHORN 18" SPREAD 18' O.C., 10° MIN. HL 40 PLU IMP Plumbago'Imperid Blue PWMBAGO 18"K24° 30' O.C., FULL 26 I%0 MAU lxaa 'Maui RED MAUI I%ORA 24" HT. SPACE PER PLAN, FULL, REO J9 M1R ROR Myrsine flaridiana MYRSINE 24' HT. 30° O.C., FULL 21 NEP COR Nephrolepis wrdifolia SWORDFFRN 1B" MIN. 30" O.C., FULL 113 PIT TOS Pittospaum lobua PITTOSPORUM 30' HT. SPACE PER PLAN, NIA VARIEGATED 47 HIB SPP Hibiscus species HIBISCUS 30' HT. SPACE PER PUN, NLL, RFD RONFAING 34 NB SUS Wburnum suspensum SANDANNWA VIBURNUM 36• HT. SPACE PER PLAN, NLL AS NEEDED FOR SIZE Slenolaphrum secundatum Si. AUCUSDNE GRASS CERIIHED SOD, 100% NO%IOUS PEST AND RESTORATION. UISEASE FREE,'AfED FREE, LAID -CAi, ROLLED AS NEEDED FOR Paspalum notatum BAHIA GRASS CERiIFlED SOD, 1007 NO%IOUS PEST AND RETENTION AREA. ~ ~, DISEASE FREE, '?TIED FREE, LAID -Ckii, ROLLED AS NEEDED Melo~eaco NU.CH ,FOR PLANTING BEDS, TREE RINGS, 3" LAYER. " N ' = NA11VE PLANT 7J7 DF 913 SHRUDS~CROUNDCOVER NATIVE= 75S Londscaoe Colculations RaniiirnA pIl1VIt•Pt• Nath Cove Road ROW line - 277 LF 9 Tree per 30 LF, 12' ht, 5' ct. min OR g g 3 Palm Trees per 30 LF, 12' gw. min. 2$ high shrub row 24° 24" East Perimeter Line - 136 lF 1 Tree per 30 LF, 12' hL, 5' ct min OR 5 6 3 Palm Trees per 30 LF, 12' gw. min. 24' high shrub raw or 24" 24" Opaque Woll South perimeter line - 290 IF 1 Tree per 30 LF, 12' ht., 5' ct min OR 10 iD 3 Palm Trees per 30 LF, ]2' gw. mio. 24' high shrub row 24" 24° West (US 1) perimeter line - 150 LF I Tree per 30 LF, 12' ht, 5' ct. min OR 5 5 3 Palm Trees per 30 LF, t2' gw. mio. 24" high shrub row 24° 24° PARKING ISLANDS/ INTERIOR LANDSCAPE REQUIREMENTS I nndcrone Oalr tlations Required Provided Parking islands 1 tree per island 4 4 total Interior Trees Required (100% Native Species) 4 8 Total interior re wired landsca a area - 157 of Gross Parkin Area q P g 3,916 flsq. 14,947 ftsq. (5723X) Percentoqe of Native Plant Species 607 757 Percentoqe of Nan-invasive, Salt and Drought Tolerant Plant Species 100% 927 ~ I ' ~~ ~~li I ~~! I I (~i I If z1 `~I ~ i I I ii ~~ ! 1 I I I ;~ ~ +i I i I ai ~ I~ It GENERAL NOTES: 1. A MINIMUM OF 3" INCHES OF STERILIZED MELALEUGA MULCH SHALL BE PLACED AROUND ALL NEWLY INSTALLED TREE, SHRUB AND GROUND COVER PLANTING AREAS. MULCH SHALL BE INSTALLED NO CLOSER THAN 6" FROM THE BASE OF ALL TREES. 2. PLANT LIST QUANTITIES ARE PROVIDED FOR CONVENIENCE. IN THE EVENT OF QUANTITY DISCREPANCIES, THE DRAWNG SHALL TAKE PRECEDENCE. 1T IS THE CONTRACTORS RESPONSIBILITY TO VERIFY PLANT MATERIAL QUANTITIES, INCLUDING SOD AND MULCH. 3. CONTRACTOR SHALL INSURE THAT ADEQUATE WATER IS SUFFICIENTLY SUPPLIED IN NECESSARY QUANTITIES TO ALL NEWLY INSTALLED PLANTINGS TO FULLY ESTABLISH PLANT MATERIAL. 4. PLANT MATERIALS USED SHALL CONFORM TO THE STANDARDS FOR FLORIDA N0.1 OR BETTER AS GIVEN 1N "GRADES AND STANDARDS FOR NURSERY PLANTS," PART I, CURRENT EDITION, AND PART II, STATE OF FLORIDA, DEPARTMENT DF AGRICULTURE. 5. FOR PLANTING BED SOIL PREPARATION SEE PLANTING DETAILS AND SPECIFICATIONS. ALL SODDED AREAS SHALL HAVE 2" OF PLANTING SOIL THE PLANTING SOIL SHALL BE 40% MUCK, 50% SAND, AND 10% HUMUS OR PEAT, BY VOLUME, WELL MIXED, WITH APPROPRIATE FERTILIZER ADDED, UNLESS FIELD OBSERVATION AND SOIL ANALYSIS DICTATE A DIFFERENT COMPOSITION THE LANDSCAPE ARCHITECT MAY REQUIRE SOIL ANALYSIS TO BE SUBMITTED IF DEEMED APPROPRIATE. ALL SOIL SHALL BE FREE OF WEEDS, LARGE ROCKS (OVER 3" DIAMETER) DEBRIS (INCLUDING LIMBS, STEMS, OLD IRRIGATION PIPE, AND OTHER NON-ORGANIC MATERIALS). THE USE OF RECYCLED COMPOST AS A SOIL AMENDMENT IS RECOMMENDED. 6. IN AREAS WHERE PAVED SURFACES ABUT SOD OR MULCH, THE FINAL GRADE LEVEL OF BOTH SURFACES SHOULD BE EVEN. 7. ALL PRUNING SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL ARBORIST ASSOCIATION GUIDELINES FOR FINE PRUNING, PRUNING STANDARDS FOR CLASS 1 PRUNING. 8. ALL LANDSCAPE TO BE ]RRIGATEO BY RECLAIMED WATER IF AVAILABLE. 9. ONE HUNDRED PERCENT (100%) COVERAGE OF ALL GRASS AREAS MUST BE ACHIEVED WITHIN NINETY (90) DAYS. 10. BLACK ALUMINUM EDGING, 4" X ~is~~ SHALL BE USED TO SEPARATE LINEAR PLANTING AREAS AND SHALL BE STAKED IN PLACE. 11. BID-BARRIER ROOT BARRIER SHALL BE INSTALLED FOR ANY TREE WITHIN 6' OF A PUBLIC UTILITY LINE OR EDGE OF PAVEMENT/HARDSCAPE CONDITION. SEE SHEET LA-2 FOR DETAILS. 12. THE ERADICATION OF NUISANCE VEGETATION (EXOTICS) ]S REQUIRED ON ALL S[TE$ INCLUDING ABUTTING RIGHT-OF-WAY, PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 13. FOR 0.LL AREAS WITHIN THE SWALE THAT ARE DISTURBED BY CONSTRUCTION ACTINTIES, CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION INCLUDING, BUT NOT LIMITED T0, RE-SODDING AND CREATING AN EVEN LEVEL WITH ADJACENT PAVEMENT OR LANDSCAPING. 74. THE RETENTION AREA SHALL BE ENTIRELY SODDED WITH BAHIA GRASS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ANY EXISTING S0~ OR OTHER LANDSCAPE MATERIAL WITHIN THE RETENTION AREA AS NECESSARY TO INSTALL THE SOD AS SPECIFIED. 15. CONTRACTOR SHALL REMOVE AND DISPOSE OF ENTIRELY ANY AND ALL VEGETATION ON THE SITE NOT PROPOSED TO REMAIN OR BE RELOCATED. REFER TO SHEET TP-1 FOR LOCATION, SIZE AND SPEC]ES OF EXISTING TREES AND WHETHER THEY ARE TO REMAIN, BE REMOVED OR BE RELOCATED. REFER TO LANDSCAPE PLAN FOR EXISTING ANO RELOCATED TREE LOCATIONS. 16. CONTRACTOR SHALL BECOME FAMILIAR WITH THE SITE CONDITIONS AND ASK ALL QUESTIONS PRIOR TO PLACING A BID. AS NOTED - Kim~yHom °A'E COMMERCE BANK oEVCU ENCwEEx °aY Rz ^ ^ ~ andAssociaates lnc '/18/07 ERIC c. BARTQN BY AC . , ©2005 NIMLEY-HORN ANa ASSOgAiE$, ANC. US HIGHWAY 1 AND COVE RD rLa4~oaReaismAnoNNUaeER LADOD 607 LANDSCAPE PLAN BY Er uooEaoALE rL 3~o9 5~oo Nw aaRo AvENaE 5a~,f iaJ PROJECT NO. VILLAGE OF TEQU ESTA E~,~e , , . (ssn 139-22]3 ) CA 0x000696 042701213 PALM BEACH fLORiDA SAL r 0 A x 0 20 as Iii- ~ Y' = 20' a' SHEET NUMBER LA1 Drowing name: H:\042 joDS\042701___ Commerce Bank\042701213-Tequesta\CADD\Landscope\CONST\LA2.dwg LA 2 Sep 25, 2007 8'. 21am by: ari.cuenin is document, togelner wr[M1 lM1e c cepta and dea~gna preaen[etl n<rein, oa on rnatrumen! of aer.ice, is intentletl o y for to apecilic purpose and client (or wnren .t w p p etl. Peuae of and improper relronce on tnia document wrtnoul written outnorrzption and doptation Ey Kimley-Horn and Aaaocralea. 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Hx'souoF 10 MNy, NLINE 1, iiilili- ~~I=~ -1~ Lill ~~ ~i -_~` ~~ -;III I I AA _ ~ B - S - -- _ IU1R-FWI~BED mm11ATERUUraE e IW ILYE N1I11 W N1ROL N1AE BELOW F%BIINO PAYNG B x's du. of uNE \ T~ N S -~ 1 -~ ~ uTExuLIrJE LEGEND 0 WATER JET BEDDINGAND BACKFlLL FOR PIPELINE INSTALLATKIN. TYPICAL FOR ALL NATURAL EARTH BACKFlLL O POSITION CONTROL VARES IN LOWER LEFT OR RIGHT HAND gUAORANT OF MAINLINE. TAPE WIRE AT 70' INTERVALS, WNOT SECURE TO MAINLINE. O MATCH TYPE AND GRADE OF E%IGiING PAVNG O 26ACKSLURRY BACKFlLL O MAINLINE ANO COMROL HARES, EACH IN SCH. a0 P.V.C. SLEEVE 0 EXISTING PAVING O TRACER TAPE OB SAND BED 9o SAND COVER ID IATERAL LINE NOTES: 7. PIPE BEDDINGAND BACKFlLL SHALL SE Vd4TER JETTED TO ACHIEVE PROPER DENSIFILATION. 2. PIPE ANO CONTROL WIRE CROBSING VECHICULAR ROADWAY SHALL BE SLEEVED AS INDICATED ABOVE 3. ELECTRICAL SLEEVE. 3" MIN', LARGER IF REOUIREG BY INSPECTOR. 4. IRRIGATION SLEEVE: TWtl PIPE SIZES LARGER THAN WATER PIPE SIZE. 7 TRENCHING DETAILS N.T.S. PVC SCH ID ELL PVL SCX 8p NIPPLE (iYPILAI. LENGTH AS REWIRED) - W-INCH LINEAR LENGTH v u W VIBE, WILED / b YAIER PRDDf LDNffCiro1A PVC SCH 10 TEE W CLL LANDSCAPE llRIPLINE TUBDYY RAIN BULp SPLICE-L (I DF EI N - RAIN BIRD LANDSCAPE TUBING PVC UTENIL PDE O ° LD-0B-L2 VALVE BO% VIIH CpVEM % X ~p RAIN BIRp VB-JMB I2" 1Y' - N] Ip TAG RAIN BIRD VID SERIES _ RAM BDtO EASY fii v TDP DF NLACH [MPFESSnM ApAPIW o - EMITTER (PRE-MSTALLEpI IN TUBING fMISH CAApE FASY FIL CdPRESSIW CODLING % ~ ARIX BMD NDCfOdP PLANT MATERIAL ---T LL((fRDL ZCRE KR~ ~ ° - ~ RAM BIRD NCZ-100-B-CON ~-LANpS[APE ORMLME fUBMi U & I (BCLUpES BALL VALVE. IWPESB VALVE, RAM BMD IPNOSCAfE WD'LDE / E 1 IXLNKIW WSKEt FILTER ANp T LD-01-12 __ _ PSI-N/p%-IW PRESSVAE REWLATdtf FRESSLOE LWIPENSRT[NG PYC LATERAL ,___ M-LINE EMITTER TUBING PVC SCX /p HALE ADAPTER EASY FIT CUIPRESSIWa TEE PVC SCX BO NIPPLE, C10SE (1 W 3> 12" RAIN BIRB MpCFTEE I - PYL SLN BO UNidl FDR L RV N A M Y SE ICI G SSE B< i/ I ~I PYC MAINLIIE I I O-INCH xUrtNUN LEPTX ti % o E- 3/1-INCH VASHEO GRAVEL 1 1 , ~ BRICK fl W AI m G ~---EASY FN CM°RESSBN CDLLNM EMITTER fPRE-INSTALLED) IN TUBING PYC SCH BO NIPPLE (2-INCH RAM HIRp NpCfCWP LENGTH, HIO~Nf OHD PVL SCN ap ELL EASY FIT CdIP6SSmN RUSX [APB PAIR BIRO NDCFCM E a PvL ux W TEE rR aL E 8 RAINBIRD MO-EL XCZ-100-B-COM OR APPROVED EQUAL U ~ g DRIPLINE CONNECTIONS 10 DRIPLINE LATERALS N.T.S. MTS. o ~ CONTROL ZONE KIT FOR DRIPLINE ZONES ,- o E N.T.S. _~ i scALE AS NOTED DATE DEVCN ENCwEE SHEE1 NUMBER DESGNED BY ~~~ ~eY~Dm COMMERCE BANK ERic c. sARTON o Rz ~ aodAssociaies,loc. '/18/07 US HIGHWAY 1 AND COVE RD FLOPIDAREGISiP^'IDNNDMBER: IRRIGATION DETAILS IR2 ~ DAAWN BY AC © 2005 NiMLEY-HORN AND ASSDCIAlES, INC. PROJECT NO- LAOO°7 CHELKEp BYEC6~W06 S,W NW )3RD A~NDE GDHE,51, FT LADDERDALE. ~ JJJDB VILLAGE OF TEQUESTA o (BSI) 2J~zzaJ °42701210 o No. REwslaNS GATE Hr cA GoooosBG PALM BEACH FLORIDA IO1N 1. eOFYLCglIWiW1A%AMIAMAl OFl7 FRdleIPoIONA®OR XA z rsrAUVUYV NPLwTNDeaBwleBmmvaWeErExTro eE+EraAre. S PV!£BOKATPodif NY11E,9T116B1x.TAiF801W%bCMNJ. 1. Pvcr:rnor®AIEVRnRroxBrxumNDFVKV£ewL A ATMCN A)BIB11" VNISOENIFIGTONTAB YAMAPPWTGni CQ~TIroLIERANOV/1N:NDIff1AroCdfiF01.W10. N xNla1HE N1TN \ ~ WNIflOLWRE A IRRIGATION SPECIFICATIONS F io m E E U I a S o i i~ _ E 0 a ExTENn INCLUDES FURNISHING ALL LABOR, MATERIALS AND EQUIPMENT FOR THE FULL AND PROPER INSTALLATION OF THE IRRIGATION SYSTEM. THE WORK INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: (1) TRENCHING AND BACKFILL (2) INSTALL AUTOMATICALLY CONTROLLED IRRIGATION SYSTEM (J) TESTING OF ALL SYSTEMS TO ENSURE THEY ARE OPERATING PROPERLY (4) PREPARATION OF °AS-BUILT" DRAWINGS 8 GENERAU 1. PERMITS AND FEES: CONTRACTOR TO OBTAIN ALL PERMITS AND PAY REQUIRED FEES TO GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK, INCLUDING INSTALLATION OF NEW IRRIGATION WATER METER WHEN SPECIFlED. INSPECTIONS REQUIRED BY LOCAL ORDINANCES DURING THE COURSE OF CONSTRUCTION SHALL BE ARRANGED BY THE CONTRACTOR AS REQUIRED. UPON COMPLETION OF THE WORK, CONTRACTOR SHALL FURNISH DOCUMENTATION TO THE SATISFACTION OF THE OWNER OR OWNER'S DESIGNEE THAT ALL WORK HAS BEEN INSTALLED IN ACCORDANCE WITH THE PLAN, ORDINANCES AND CODE REQUIREMENTS. 2. APPROVAL: WHEREVER THE TERMS °APPROVE° OR °APPROVED" ARE USED IN THE SPECIFlCATIONS, THEY SHALL MEAN THE APPROVAL OF THE OWNER'S CONSTRUCTION REPRESENTATIVE IN WRITING. 3. A PRE CONFERENCE SHALL BE HELD BETWEEN THE CONTRACTOR AND THE OWNER'S CONSTRUCTION REPRESENTATNE CONCERNING THE WORN UNDER THIS CONTRACT, PRIOR TO COMMENCEMENT OF ANY WORK. 4. COORDINATION: THE IRRIGATION COMRACTOR SHALL COORDINATE AND COOPERATE WRH OTHER CONTRACTORS ON THE PROJECT SRE TO ENABLE THE WORK TO PROCEED AS RAPIDLY AND EFFICIENTLY AS POSSIBLE. A THE IRRIGATION CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH ALL CONDITIONS AT THE PROJECT SITE. SUBMISSION OF HIS PROPOSAL TO PERFORM THE WORK SHALL BE CONSIDERED EVIDENCE THAI THE EXAMINATION HAS BEEN CONDUCTED. SHOULD UTWTIES NOT SHOWN ON THE PLANS BE FOUND DURING EXCAVATIONS, CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER AND CONSTRUCTION REPRESENTATIVE FOR INSTRUCTION. FAILURE TO NOTIFY THE OWNER WILL MAKE CONTRACTOR LIABLE FOR ANY AND ALL DAMAGE THERETO ARISING FROM HIS OPERATIONS SUBSEQUENT TO DISCOVERY OF SUCH UTILITIES NOT SHOWN IN PLANS. B. THE IRRIGATION PLAN IS DWGRAMMATIC. THE IRRIGATION CONTRACTOR SHALL MAKE NECESSARY ADJUSTMENTS IN THE LAYOUT AS MAY BE REQUIRED TO COMPENSATE FOR SITE CONDITIONS AT NO INCREASE IN COST TO THE OWNER OR THE OWNER'S CONSTRUCTION REPRESENTATIVE INCLUDING, BUT NOT LIMITED T0, ADDITION Of SRINKLER HEADS, ZONES, LATERAL OR MAIN LINE EXTENSIONS OR RE-ROUTING, ADJUSTMENT OF ALL HEADS AND SUBSTITUTION OF NOZZLE TYPES, SPRINKLER SIZES, ETC., TO INSURE ALL LIVING AREAS ARE ADEQUATELY COVERED AND NO EXCESS WATER CONTACTS WALLS, WAUCS, DRIVES, OR OTHER IMPERMEABLE OBJECTS OR CONDITIONS. 5. PROTECTION OF E%ISTINC PLANTS AND SITE CONDITIONS: THE IRRIGATION CONTRACTOR SHALL TARE ALL NECESSARY PRECAU110NS TO PROTECT NEW AND E%IS11NC SITE ELEMENTS AND IMPROVEMENTS. THE IRRIGATION WNTRACTOR SHALL REPAIR ALL DAMAGES TO THE PROJECT SITE CAUSED BY HIS OPERATION AT NO E%PENSE TO THE OWNER. 6. THE OWNER RESERVES THE RIGHT TO SUBSTITUTE, ADD, OR DELETE ANY MATERIAL OR WORK AS THE WORK PROGRESSES. ADJUSTMENTS TO THE CONTRACT PRICE SHALL BE NEGOTIATED IF DEEMED NECESSARY BY THE OWNER ON A CASE BY CASE BASIS. 7. THE OWNER RESERVES THE RIGHT TO REJECT ALL WORK OR MATERIALS THAT DO NOT CONFORM TO THE PLANS AND CONTRACT DOCUMENTS. REJECTED WORK OR MATERIAL SHALL BE REMOVED AND CORRECTED 8Y THE IRRIGATION CONTRACTOR PER THE CONTRACT DOCUMENTS AT THE EARLIEST TIME POSSIBLE. 8. WORN SCHEDULE: WITHIN ID DAYS AFTER AWARD OF THE CONTRACT, THE CONTRACTOR SHALL SUBMIT TO THE OWNER A WORN SCHEDULE. 9. "AS-BUILT" IRRIGATION DRAWINGS: THE IRRIGATION CONTRACTOR SHALL PREPARE "AS-BUILT" DRAWINGS IN A REPRODUCTIVE FORMAT AND SAME SCALE AS THE CONTRACT DOCUMENTS, THAT SHOWS THE LOCATIONS, SIZES, AND FINAL CONFIGURATIONS OF THE IRRIGATION SYSTEM COMPONENTS. LOCATION OF IRRIGATION SYSTEM COMPONENTS WILL BE DEFINED BY A MINIMUM OF PWO DIMENSIONS FROM PERMANENT REFERENCE POINTS ON THE JOB SITE. "AS-BUILT" DRAWINGS WILL INDICATE THE SIZE, MATERIAL AND MANUFACTURER'S NAME (WHERE APPLICABLE), WITH REFERENCES TO APPROVED SUBSTITUTIONS, CATALOG AND NUMBER FOR SYSTEM COMPONENTS, ETC. THE "AS-BUILT" DRAWINGS SHALL BE DELIVERED TO THE OWNER'S REPRESENTATNE BEFORE FINAL ACCEPTANCE OF WORK. 10. FINAL ACCEPTANCE: FINAL ACCEPTANCE OF THE WORK MAY BE OBTAINED FROM THE OWNER'S REPRESENTATIVE UPON THE SATISFACTORY COMPLETION OF ALL WORK. 11. GUARANTEE: ALL WORN AND MATERIALS SHALL BE GUARANTEED FOR ONE YEAR FROM DATE OF FNAL ACCEPTANCE AGAINST ALL DEFECTS IN MATERIAL, EQUIPMENT AND WORKMANSHIP. THE GUARANTEE SHALL ALSO COVER REPAIR OF DAMAGE TO ANY PART OF THE PREMISES RESULTING FROM LEAKS OR OTHER DEFECTS IN MATERIAL, EQUIPMENT AND WORKMANSHIP TO THE SATISFACTION OF THE OWNER. REPAIRS, IF REQUIRED, SHALL BE DONE PROMPTLY, AND AT NO COST TO THE OWNER. C, NATERIAL9 1. GENERAL: ALL MATERIALS THROUGHOUT THE SYSTEM SHALL BE NEW AND IN UNDAMAGED, FULLY OPERABLE CONDITION. 2. PLASTIC PIPING: ALL MAIN LINES SHALL BE SCHEDULE 40 PVC PIPE, ALL SLEEVES BENEATH PAVEMENT SHALL BE SCHEDULE 80 PVC AND LATERAL LINES SHALL BE SDR 21, 200 PSI PVC PIPE. USE COLORED PRIMER, SOLVENT WELD JOINTS; NSF APPROVED TYPE 1, GRADE 1 PVC COMPOUND CONFORMING TO ASTM DI785 AS MANUFACTURED BY SLOANE, LISCO, OR APPROVED EQUAL. 3. PLASTIC FITTINGS: SCH. 40 SOLVENT WELD, POLYNNYL CHLORIDE (PVC), AS MANUFACTURED BY SLOANE, LISCO, OR APPROVED EQUAL. 4. SOLVENT CEMENT: COMPATIBLE WITH PVC PIPE AND INSTALLATION CONDRIONS, OF PROPER CONSISTENCY, AND COLOR. PVC CEMENT THAT HAS BECOME GELLED IS NOT ACCEPTABLE. APPLY A COLORED PRIMER MANUFACTURED FOR PVC SOLVENT WELDING, PER MANUFACTURER'S INSTRUCTIONS, BEFORE APPLYING SOLVENT WELD COMPOUND. 5. SPRINKLER HEAD RISERS: USE ONLY WHERE INDICATED ON PLAN OR DETAILS. FLIXIBLE PVC PIPE, RIGID SCH. 40 PVC PIPE, OR POLYETHYLENE CUT-OFF RISERS, AS CONDITIONS ALLOW. 6. AUTOMATIC CONTROLLER(S): CONTROLLER(S) SHALL BE AN ELECTRONIC TIMECLOCK CONTROLLER WITH MINIMUM NUMBER OF STATIONS AS SPECIFIED IN PLANS, AND CAPABLE OF CONTINUOUS 7-DAY TIMED PROGRAMMING FOR REMOTE ELECTRONIC ZONE VALVE OPERATION AS WELL AS REMOTE RAIN SENSOR SHUT-OFF CONTROL. CONTROLLER SHALL BE CAPABLE OF OPERATING COMPLEX WATERING CYCLES THAT MAY VARY IN FREQUENCY AND DURATION. 7. COMROL WIRING FOR REMOTE ZONE VALVES, MOISTURE SENSING DEVICES: 600 VOLT OF-UL COPPER WIRE APPROVED FOR DIRECT BURIAL APPLICATIONS. MINIMUM WIRE SIZE: 14 GAUGE. 8. SLEEVES FOR PIPING AND CONTROL WIRING: SCH. BO POLYJINYL CHLORIDE (PVC} PIPE. SIZES AS SHOWN ON PLANS. SLEEVE SIZE SHALL BE A MINIMUM TWICE THE DIAMETER OF PIPE SIZE. 9. SPRINKLER HEADS: POP-UP SPRAY AND BUBBLER NOZZLES SHALL BE RAINBIRD 1606 6° POP-UP HEADS WITH BUILT IN PRESSURE RECULITOR AND SEAL-O-MATIC OPTIONS. NOZZLES AS SPECIFlED ON DRAWINGS. 10. ROTOR HEADS: ROTORS SHALL BE RAINBIRD 5000 SERIES WITH METAL SHAFT AND PRESSURE RECULITING/RAIN CURTAIN NOZZLE OPTIONS. 11. REMOTE ZONE VALVES SHALL BE RAINBIRD PESB SERIES FOR POTABLE WATER APPLICATIONS OR PESB-R SERIES FOR WELL, RECLIIMED WATER, AND LAKE SOURCES. Q Vdil(IMNSFQP, 1. LAY OUT WORK AS ACCURATELY AS POSSIBLE AS DEPICTED ON THE DRAWINGS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL AREAS SHOWN TO RECEIVE IRRIGATION ON THE PLANS. THE IRRIGATION PLANS ARE DIAGRAMMATIC. THE IRRIGATION CONTRACTOR SHALL MAKE NEEDED MJUSTMENTS IN SYSTEM COMPONENTS LAYOUT TO COMPENSATE FOR PROJECT SITE CONDITIONS AT NO ADDITIONAL COST TO OWNER. 3. ANY MNOR REVISIONS TO THE IRRIGATION SYSTEM LIYOUT MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCEMENT OF WORN. E, INSTALLATAfk 1. EXCAVATION AND TRENCHING: A PERFORM ALL EXCAVATIONS AS REQUIRED FOR THE INSTALLATION OF THE WORK INCLUDED UNDER THIS SECTION, INCLUDING SHORING OF EARTH BANKS TO PREVENT CAVE-INS. RESTORE ALL SURFACES, EXISTING UNDERGROUND INSTALLITIONS, ETC., TO A COMPARABLE PRE-CONSTRUCTION CONDITION, SUBJECT TO APPROVAL BY THE OWNER. 8. TRENCHES SHALL BE MADE WIDE ENOUGH TO ALLOW A MINIMUM OF 6 INCHES BETWEEN PARALLEL PIPE LINES. TRENCHES FOR PIPE LINES SHALL BE MADE OF SUFFICIENT DEPTHS TO PROVIDE THE MINIMUM COVER (UNLESS REQUIRED OTHERWISE BY REGULATORY AGENCIES) FROM FINISH GRADE AS FOLLOWS: 1) 18" MINIMUM COVER OVER MAIN LINES 2) 12" MINIMUM COVER OVER LITERAL LINES DOWNSTREAM OF THE ZONE VALVES 2. PIPE LINE ASSEMBLY: A. INSTALL REMOTE CONTROL VALVES WHERE SHOWN. PLACE NO CLOSER THAN 12 INCHES TO WALK EDGES, BUILDINGS AND WALLS. B. PLASTIC PIPE AND FITTINGS SHALL BE SOLVENT WELDED USING SOLVENTS. FITTINGS AND PIPE SHALL BE THOROUGHLY CLEANED AND FREE OF DIRT, DUST AND MOISTURE BEFORE APPLYING THE FOLLOWING WITH ANON-SYNTHETIC BRISTLE BRUSH OR MANUFACTURER-APPROVED APPLICATION DEVICE: 1) COLORED PVC PRIMER 2) SOLVENT C. MAKE ALL CONNECTIONS BETWEEN PLASTIC PIPE AND METAL VALVES OR STEEL PIPE WITH THREADED FITTINGS USING PLASTIC MALE ADAPTERS. J. SPRINKLER HEADS: A. INSTALL ALL SPRINKLERS AS DEFAILED ON DRAWINGS. B. DO NOT SCALE PLANS FOR EXACT HEAD LOCATION, AS PLAN IS DIAGRAMMATIC. 4. CLOSING OF PIPE AND FLUSHING LINES: A. CAP OR PLUG ALL OPENINGS AS SOON AS LINES HAVE BEEN INSTALLED IN PLACE UNTIL REMOVAL IS NECESSARY FOR COMPLETION OF INSTALLITION. B. THOROUGHLY FLUSH OUT ALL WATER LINES BEFORE INSTALLING HEADS, VALVES AND OTHER HYDRANTS. 5. HYDROSTATIC MAINLINE TESTING: A REQUEST THE PRESENCE OF THE OWNER'S REPRESENTATIVE IN WRITING AT LEAST 48 HOURS IN ADVANCE OF TESTING. B. TESTING TO BE ACCOMPLISHED AT THE EXPENSE OF THE CONTRACTOR AND IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE. C. CENTER LOAD PIPING WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING OR SLIPPING UNDER PRESSURE. D. APPLY A CONTINUOUS AND STATIC WATER PRESSURE OF 100 PSI WHEN WELDED PLASTIC JOINTS HAVE CURED SUFFlCIENTLY AS PER MANUFACTURER'S SPECIFICATIONS AND WITH THE RISERS CAPPED AS FOLLOWS: 1) MAIN LINES AND LATERAL LINES TO BE TESTED FOR 1 HOUR. SUCCESSFUL TESTING WILL PRODUCE NO PRESSURE LOSS. 2) IF APPLICABLE, FOR 0-RING CASKET PIPE THE ALLOWABLE LEAKAGE SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS DETERMINED BY THE FOLLOWING FORMULA: L=S-(P) IN WHICH: 133200 I=ALLOWABLE LEAKAGE, IN GALLONS PER HOUR S=LENGTH OF PIPE TESTED IN FEET D=PIPE DIAMETER IN INCHES P=AVERAGE TEST PRESSURE IN PSI GAUGE E. REPAIR LEAKS RESULTING FROM TESTS F. UPON SUCCESSFUL COMPLETION OF THE TESTING, THE CONTRACTOR SHALL COMPLETE ASSEMBLY AND ADJUST SPRINKLER HEADS FOR PROPER DISTRIBUTION. 6. AUTOMATIC CONTROLLER(S): A. CONNECT REMOTE CONTROL VALVES TO CONTROLLER IN THE SEQUENCE INDICATED ON THE PLAN TO CORRESPOND WITH STATION SETTING BEGINNING WITH STATIONS 1, 2, 3, ETC. B. WHEN SYSTEM IS FULLY OPERATIONAL AND SUCCESSFULLY TESTED, IRRIGATION CONTRACTOR SHALL PROGRAM CONTROLLER FOR A FREQUENCY AND DURATION SUFFlCIENT TO FULLY ESTABLISH PLANT MATERALS. AFTER FULL ESTABLISHMENT IS ACHIEVED, IRRIGATION CONTRACTOR SHALL RE-PROGRAM CONTROLLER FOR NORMAL IRRIGATIDN OPERATION, TYPICALLY 3 CYCLES PER WEEK. 7. AUTOMATIC CONTROL WIRING: A. INSTALL CONTROL WIRING, SPRINKLER MAINS AND LITERALS IN COMMON TRENCHES WHEREVER POSSIBLE. B. INSTALL CONTROL WIRES AT LEAST 12° BELOW FINISH GRADE. LAY TO THE SIDE OF THE MAIN LINE. PROVIDE LOOPED SLACK AND TIE WIRES IN BUNDLES AT VALVES. SNAKE WIRES ALONG TRENCH TO ALLOW FOR CONTRACTION OF WIRES AT INTERVALS. C. CONTROL WIRE SPLICES WILL BE ALLOWED ONLY FOR RUNS OVER 1000 FT. D. ALL WIRING PASSING UNDER IXISTING OR FUTURE PAVING, CONSTRUCTION, ETC., SHALL BE ENCASED IN SCH. 80 PVC EXTENDING BEYOND EDGES OF PAVING BY AT LEAST 4 INCHES. 8. BACKFlLL AND COMPACTING: A. AFTER SYSTEM IS OPERATING AND REQUIRED TESTS AND INSPECTIONS HAVE BEEN MADE, BACKFILL EXCAVATIONS AND TRENCHES WITH CLEAN SOIL, FREE OF RUBBISH. B. BACKFILL FOR ALL TRENCHES, REGARDLESS OF THE ttPE OF PIPE COVERED, SHALL BE COMPACTED TO MINIMUM 90R DENSITY. C. BACK FILL AND COMPACTED AREAS WILL BE COVERED WITH 4' OF CLEAN SOIL TO MEET SURROUNDING GRADE AND OR EXISTING EDGE CONDIT10N5. NOTE: PLAN IS DIAGRAMMATIC; DO NOT SCALE PLAN FOR EXACT HEAD LOCATION WHERE APPLICABLE, ALL RISERS AND VISIBLE CONNECTORS SHALL BE A FIAT BLACK COLOR. THE CONTRACTOR SHALL MAKE ALL ADJUSTMENTS TO THE IRRIGATION SYSTEM TO INSURE 100% COVERAGE, PER THE PLAN, USING RUST FREE WATER. THE CONTRACTOR SHALL RUN 2 ADDITIONAL SETS OF CONTROL WIRES IN EACH DIRECTION TO EACH ENO OF THE MAIN FOR FUTURE USE. THE CONTRACTOR OR HIS SUB SHALL BE RESPONSIBLE FOR HARD WIRING THE THE ELECTRICAL SERVICE CONNECTIONS BETWEEN THE PDWER SUPPLY AND THE CONTROLLER. THE FNAL LOCATION OF ALL COMPONENTS SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE. ALL MAIN LINE SLEEVE LOCATIONS SHALL BE ACCOMPANIED WITH A 2' ELECTRICAL CHASE FOR THE CONTROL WIRING. IRRIGATION CONTRACTOR SHALL PROGRAM CONTROLLER AND ALL AUTOMATED COMPONENTS TO PROVIDE WATER FOR PROPER ESTABLISHMENT OF PLANT MATERIAL, AND SHALL BE RESPONSIBLE FOR RE-PROGRAMMING SYSTEM FOR NORMAL OPERATION AFTER PLANT MATERIAL HAS BEEN FULLY ESTABLISHED. As N07ED - Kimle •Hom Y °ATE COMMERCE BANK °F4GN ENGINEER: DeY RZ ^ ^ lnc ~ andAssoda~s '/18/07 ERIC c. BARroN BY A~ © , . 1905 NIMLEY-HORN AN° ASSOCIATES, IN4 US HIGHWAY 1 AND COVE RD F~°NI°AREGISiRATIONNUMBER LAOD OJ IRRIGATION SPECIFICATIONS erLC6/WD6 5,9° Nw s~° A,~NGE SGI,E ,5~, Er. LAG°EA°AIE. EL JJSC9 (9'1139-ss~a pROJECT N0. VILLAGE OF TEQU ESTA ~ CA W000696 0427 01 21 3 PALM BEACH FLORIDA a SHEET NUMBER IR3 LUMINAIRE SCHEDULE LaeM crv cPlam9 wnm„ oe~IPm~ wmP FM Lrvn~: LLF vWns WBDE UlE AL3Mi~1JF MJ0610 CLEARED30 q Q I ttPE 3Exi0156 Fxn H60 K=3832.W3 AlMd03FSK1 38000 O.i3 465 E6 a AI 3 lYPf4 WIDf D1E Pl3M40NF MM610 CLE10.ED30 390411) ALM401FN.IE 360W Oil C65 8 CI 4 3 TYPE IExi X66 WIDE LITE AL3MWIAF E%n H6s MI9610LLE1R fD30 N#8321P3 AIMfOC I 36000 0.i3 965 FS~x ' cc1 I NPf 4ExTHSS A10f DlE ALLM<6o-4F ExnFas Msow9cLEARfo3e k23l:am aLMWaFOKI 3wa9 oTS v69 fs FNiRY 3 FRONTCANOPV FABRIL41E0 METAL µµg FORMED M093~WaTl THIPLEV NBE COMPACT 80IACYW 33W 0.13 83.3 MEAL FILORESCENIS, 4'riAllE6 E,u HDR¢artAt POSInoN. m s mcANDrv NaRROwcHnHrvEL F33m c13z~ 3900 oi3 366 STATISTICS Cf9'lMfmn 9y,rAOl Avg Mu Mln MazRFn Av9R.lin PM~nruPP + osro um oom NIA rvIA PavarM + Qac Eu6M tom m.6~1 4G~1 CAPPED POLES AVMLABLE uFnrBUED aR asroM AppEp T~g.1~IB.~yH DPoLIED PER TADEIITE CUSTOMER SPEC. ~_~ MEru HwoE FlXTURE, FULL I I ~~ NCLTMASS ~ IENS a m n °o rv to U v ti 0 0 a I 0 a i a 0 x E 0 I I / HAt DH01ES• ~/ NITH covER v ~ II I I I T 2' X 5' H III I I I I yx_,~ . EXTERNAL GLARE I WITN coves I I I ~~ ~ . I I I ~I (2) 2 1/Z' X 6' CONDUC70R rFNTRANCE I I I I II ( O~H~C NW PIAN) ~ i c~ ill II in3 II II II ~' l3' S0. LD. ~~: I- COLOR - LIACJ( S.0' SQ. O.D. 2- FINISH - SMOOTH 4- MANUFACTURER: SHAKESPEERE UGHRNG, CATALOG / BR30-9A51BG2599 3- MATERIAL - C011P09TE FNIERGIA53 S- 7HS POIE OETAA IS CAI, FdT I FORMATION PURPOSES OIN.W ACiUA1 F001NC SHWID BE DESIGNED FOR THE SPECNTC APPUGTNN AND LOCATpN WI1H CON9DEAAlK)H ro AC7UAL REWIRED SETSMC, sdL, WRA LOAD CONgRONS ETC. LIGHT POLE DETAIL t~LND1ES N75 1. CONTRACTOR TO FRONDE CERTD1Ed DESIGN DRAWNGS FOR POIE CKET Cp.IBINARpI ro MEET THE FIAREIA BURRING CODE AND CWNtt WND LOADNC REWIRFM iS. OR ro ORDERING 910P DRAMNGS MUS7 BE SUBMITTED ro THE A/E FOR AFPROVU PIdOR ro ISSUNC PURCHASE OROEITS FOR THE SITE AHD sEaAaTY uanNC. 2 CONTRACTOR ro PRONOE PLXF AND FOUTAAlION APPROVAL BY 1FE qtt, oLWER, MID ENI;INEDi OF RECORD. J. CONTRACTOR ro PROVIDE WDID LOADNC AIO FOUNDARON DESKN CALCIILARONS SKfEO AND SEAIID BY A REGIS7ERFD PAOFES90NAL ENgNEER N 71iE STATE Qi fLOPoDA. 4. ALL ULNT POLES SHML BE SET-PACK 2s' FROM g1R8 (TYP.) S. SEE MEP PLANS DY OTHERS FOR EIECTRICAI SERVICE POINT Q CONNECTION ANO ELECTRICAL SERVCE AND OONDUR DETAILS. 8. BASED ON 1HE INFpMARON PROVEIED, ALL DIMEN90N5 AND LUMNA9E I.OCAINNS SHOWN REPRESENT RECOMMENDED POSRONS 1HE ENGINEER AND OR ARCHITECT MUST OETERMNE APPLICABIUtt OF 7HE LAYOUT ro E>aSRNC aR FUTURE FlEID CONDITIONS. 7HI5 UCHDNG PA REPRESENTS ILLUMINARpi IElELS CALCULATED FROM LABOILATORY DATA TAKEN UNDER CONTRCUED CONgRONS UIRRNC CURRENT NDUSTRY STANDARD LAM RATNGS N ACCORDANCE YATH EWMINATNC ENgNEFRING SOgEtt APPROVED METHODS. ACNAL PERFORMANCE Oi ANY MANUFAC7IXLERS LUMNAIRE MAY VMY DUE ro YARIARpI IN ELECTPoCAL VOLTAGE, TOLERANCE IN LAMPS MID OTHER VARIABLE FlELD CONpRONS SCh~ AS NOTED DA's ~ RK JM C SHEET NUMBER ^ -^ ~mley-Nom BANK AT N1 ZEK, P.E. °ESICNm ~ ID ~ and Associates, ~fIC. 09/25/D7 215 S FEDERAL HWY ~~°^RMSIRAmN"DMA DRAPM BY ©4007 kIMLEP-MDR! M!D A55IX1A1E5, INC. : 58216 PHOTOMETRIC PLAN SP-1 ID 510D MW SlrE ^~~, SuK.,D9, Fa, EcuEwCM>, n 3VD9 pR0.1ECT N0. 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HOUSE SX1E SHIEUXNG TO BE PLACED N POLES ALDNC SOUTH PROPERTY IAiE ro SLNEID ADJACtTIT PROPERtt. I I I I I I I I I I I I I I I I I I „ I I I I I I I I I I I I G„ I I I I I I I I I I I I j j ~ j I I ~ ' ; I i ; Call 48 Hours Y ~~" H'~ `- - I I ~ ~ ~ ; ~ ~ before you dig I I I I I 1 I I I I I It's the Law! °~"~' I i i 1-800-432-4770 '' I I I ~ I SuahM Sto4 Om Cd of FlaMo, EK. N W SIGN INDUSTRIES CORPORATE OFFICE 38D CRIDER AVENUE MOORESTOWN NJ 080B7 • FLORIDA 2418 SAND LAKE ROAD ORLANDO. FI.32'~49 • TEAS -SERVICE CENTER 480 SOUTH BELTLINE RQAD SUITE 442 IRVINO, TX T5D80 • NORTH CAROLINA 720 CASCADE DIt.~YE N f~D a ~ ~ ~ fib t~D t~D t~D tD tD N LSD mCm W ~Cp to ~C~pp N ~C~pp fJf C ~ ~C~pp fA ~C~pp tJl C ~ ~C~pp 7Jf ~C~pp fJl C ~ mC Vl C ~ C ~ C ~ - Ot 4Y v ID !v N 47 N N~ 01 m m m m 37 j Lit -• A ~ W ~ N •..~ ~ ~ O f~ CA V GS Ul A W N S O ~ D o TI V v ~7 t~ ; Q v TI V v Tt 17 o T 0 o ~t ~1 N -n lt O ~ O = r ~ n ; ~ „ ~f't Z Y' fA f GO A W O Y' A~ 'P A') Y' fn i'' GO O = ~ .~ N T W -z•I W S+ O ~' O ° D ~ ° ~ ~ m z m n W z m v 0 -l v 0 -1 o 0 -1 c~ ~ ~ v 0 -~ o 0 -~ o 0 -1 v ~ ~ = d ~.. = d ~ o ~• ~ v ~~ ~ r Q Q ~ ~ ~ ~. 0 n 0 n 0 n ~ ~ ~ D n O n Q ~ _ ~i nAi ~ 2 ~ 2 _ ~ ~ r ~ a• m w n=i ~ a~i ~ n3i ~ 3 ~ ~ ~ ~ ~ c co ~ ` ~ __________________________1-- ----------------------- --------s~-~~---,--___~_-~__ ---------- __ ~ --___ _, 3AOi0 30YJSWJ OL I YNfTOtlYq HitlON • 0806E XA''JNlhtll L66 31.w15 OYOtl 3NR1'138 W1114S 096 tl9,LN3J 3glhid35 - SY7t31 •80BLE ~d'pONYTtlO gYOtl #Y1 ONUS 9t4L Y08i01i • L90801'N NMO1S~tlOOW 3l1N3hY !l30ltlq 08E 3~dp ~1Yk1QdM4q S31k.I.S(}ONI N'Jt3 MN NW SIGN INDUSTRIES CORPORATE OFFICE 980 CRIDEA AVElRIE MOORESTOYM NJ 08057 • FLOWOA2/16 SAND LANE ROAD ORLANDO, FL 928D8 • TElfAS - 9EPYICE CENTER 480 SOUTH BELTLINE ROAD SURE 442 NiVING, TM 76080 • NORTN CAROIRIA I~ CASCADE GRAPE CONCOAO, NC 28027 • TEXAS 7703 BUPLESON ROAD, SUITE 706 fA1.4TN. Tx 7HiM •NW SNLN INOVSIRIE4 GORPORATE OFFlCE 780 CPN~R AVENUE 72'. NW UL Label Commerce R eo c 0 -- Extruded aluminum cabinet Finished Black -White acrylic face with 318" tk black acrylic letters -1"thick Red plex #2793 Applied 3630-157 Sultan blue vinyl with removed copy. Disconnect switch -- Base finished Black DIF Internally Illuminated Monument- MF24 Scale. 11 e 1'-0' Peat ~;1•1115at^ ACL'^'iC4 1 COMMERCE BANK 215 US Hwp 1 Tequesta, fL 33469 IgiNW SI6N IN005TAIES, INC. 2081 PAOIEL[ NAMf01N fHl3 flTLf 6lOCS. IT S PEAMISSIONOFNWSION IAOU6TAIES~ INC. Side dew Scale; 3f8" =1'-0" NW SIGN INDUSTRIES CORPORATE OFFICE 360 CRIDER AVENUE MOCd~ST01MH NJ 08057 • FLORIDA 2416 SAND LAKEROAD ORUN00, FL72809- TEXAS-SERVICE CENTER 450 SOUTH DELTLINE flOAD SURE 4421RVING. TX 75060 • NORTH CAROLINA 12D CASCADE DRIVE CONCORD, NC 28D27 • TEXAS 7763 SURLESON ROAD, SURE 705 AUSTIN, z 0 A -1 S 'l D DD D n llE1 h n e p AVENUE m 15" N W SIGN INDUSTRIES CORPORATE OFFICE 38D CRIDER AVENUE M100gESTOWN NJ 08067 • FLORIDA 2416 SAND LAKE ROAD ORLANDO. FL 32809 • TEXAS -SERVICE CENTER 480 80UTH BELTLIN£ ROAD SUITE 442 IRViNO. TX 75080 -NORTH CAROLINA 120 CASCAO£ DRIVE z n 7 ~ z ~ z a rn ~ ~ c. . C~a C) ~ _ ~ :;m ~ ;.:_ ~ ~ ~ ~ c'n :; r .., ~ ~. N n r 0 ~ r 27 5/8" 13 3/83/8"~ I ~ O z C~ -~ c~~c~ f„ cz ~ ~ x N ~ ~ N -~ N C`S rtS ~ cDi ~ ~ Tt O -n r > r ~ --I ~ rt cJ r fl a z S O ~Ti (\ 1 O'.~~ CA 6, ~O_ 7a m -,3 m °_ ~ -, m ~ ~ D ~ U5 ~ ~ Q U~ ~ ~ °~ r C.~. 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NW SIGNIn+DUSTR~ES COA?OAATE OFFlCE 9tiu CRIDFR AVENVE M04RESTOW'N NJ 08057•RORIOA 24t6SA~lANE ROAD OFlANp0, FL 3280S•TEMAS-SERVICE CENTERn6G 54Uir~BEl.Tliu[RGAp ~U~ir a•+2 ~RVING, T7175WD•NORTN CAROLINA f¢O CASCADE DRrvE CONCORD, NC 28D27•TE71A57703 BURlESON R0Ap, 9U4TE 706 AUSTIN, Tx rBiaa•NW SNiN INDUSTRIES GARPORATE OFFICE 76a CRIDER AYEMJE m N4Y SIGN INDUSTRIES CORPORATE OFFICE 350 CPJDER AVENUE MGORESTOYVN NJ 09057 ~ FLORIDA 2416 SAND LAKE ROAD ORLANDO. FL 32809 ~ TEXAS SERVICE CENTER 46D SOUTH BELTLINE ROAD SURE 442 IRV7NG, TX 75060 -NORTH CAROLINA 120 CASCADE DR9VE > ~ a /.~ ~_ O m a D cif ';; '3 ~ r .~i~ 2 -a ~= ~r, 'i > C m = N d ~ ~ ~ m ~ c ITi ~' = F;' ~ N rsm, ~ ~ -i 'tl za~ ,~ ~ c rn ~o~ o~ . rn: ~ i SN ~ I rn 3 r rn x s~ ~ ~ m ~ . r n Ri i ~ ~ i Z c`i , ll ~ ~ D m ~ -i , Z'~ ~ rfr m , .i y v Q m rn ~ c z, ~~ r a ll~ cf~ ~ m ,9 C -~ ~_ Ih' CT! rn rtt 0 z :9 V R 3AIMO 30tl3SV0 OZ t 11Nf10d+13 H1tlON -09041 %1''JNIAtlI Zbb 311fIS OYOd 3NI"I1138 Hll10S 094 tl31N3J 331Ad3S - SV%31 - BOBZE l~ 'OONYttlO OVOd 3kWl ONUS B lbZ V012101~ - L9090 fN NMOLS3tlOOW 3f1N3AV 7i301tl3 09E 331~d0 31VdOdli03 S3ik11Sl1ANI N~JiS MN ~._0" 2" 10 5/8" ' ~ 1'~,l~k i1r n,,hi ..._ NW SNiN INWSTRIES CORPOfIATE OFFICE 360 CRIDER AVENUE MOORESTOWN NJ 08067 ~ FLORIDA 24i6 SAND LAKE ROAOORLANDO, FL32848 - TEINS -- SEAVIC€ CENTER 480 SOUTN @ELTLINE ROAD SUT€442 @i14NG, TX 75060 ~ NORTN CAROLYNA 12A CASCADE ORTYE CONCOHO, NC ~7 • TEAS 7743 B41FkESON ROAD, SUITE 706 AUSTIN. T% 78T44 • NW SIGN INDUST@IES CORPORATE OFFICE 780 CRiOEA AVENUE GC TO LEAPE 51L- Hls pP MIN, GLEAN 5EfiB FROM LINTEL ?G WAIT PIANO NIhIr,E B ~ k \ '' Lr Q ~ 6 L tV SWITCH SIGN BOX -ELEVATION _______ LAHELS PIACED HERE w vn ~,trrv) rr / u~nv~w/ STEEL FAZE W! ROU i ED &~ PUSH THRU 279 RED 1 WHITE FLEX 51AINLE55 STEEL CLADDING BY NW (SURVEYCANNOT 6E DONE UNTIL GLASS 6 BLOCKING ARE IN5"TALL~Dj p7a3 FAB'D A1lIM. f5( ~Ir91N, iHh. A4 STAINLES~~ 5rEE1 P.(?I1TEG PU5N THRU AND L(hiG 31C"tTi WUUp LAG 5GN rorAL Io 1fi GA 5.5 OHANNEL piu:c~Nr;ecr:A4rc~ PG115NED:iTPJNLES! STEEL ~.ADDIhiG B4' SfGN BpX_-sFCrronr SCALE: 3" = i' 0" *NOrE: Survey can not be completed until Glass track, blocking, night depos)t and deaf drawer line are installed. PW't CI65111dtt~. JBL~~S5 wy Ina COMMERCE BANK Tequies aSFL 33A69 ' ' -~'~+~Nl~o~rfl~s,INC.2~r ~A INC. Nat SIGN INPUSTRiES CORRURATE CFFl6F 9~;u CRiVF.R AVENUE h100RESTDWN NJ 08457 - FLORpA 2416 SAND LAKE ROAD ORlAN00, FL 92048 • TENAS-SERVICE CENTER 460 SOUTH @ELTi iNE flOAD SUITE 4421RVING, T7178060 • NORTH CAROVNA 120 NC 26027 - TE>4A5 7303 @URLESON RUAD. SUITE 706 hUSTIN, TX 7@744 •NW SION tiM't1OD OR SLOGKING :+MARr POWER iERS OFFICE 960 CRIDER AVF.HUE NW SN7N INDUSTRIES CORPORATE OFFICE 980 CRIDER AVENUE NOORESTOWN NJ 08081 • FLORIDA 2418 SAND LANE ROAD ORLANDO, FL]2807- TEXAS - SERVICE CENTER 480 SOUTH BELILINE ROAD SlBTE 444 BMN(i, TX 71A180. NORTH CARpt1NA IZD CASCADE DRNE CONCOflD. NC 48027 • TE7(AS 73Q8 SURLESON ROAD, SINfE 1D8 AOSIIN, T7f 78744. NW SR3N INDUSTRIES CORPOMTE OFFICE 780 CRIDEM AVENUE r ., LL D O 4 Wg Y 3 0 z m m a N n¢ 7 u. pmn O i 0 w w a 8 7f w z W Q 4C 0 a _U Q~ 2 0 s O W a Z z Green vinyl Blue vinyl White reflective background Black vinyl Finished black ~ Commerce Handicap Sign tyan accesslb~e) -IF2-CHIT 5ca1e~ 1" = 1'-0" RESERVED PARKING '~ a~ N I Green vinyl White reflective background '~, $250 FINE Black vinyl F.S. 3f 6,008 (4) -~ (copy to be verified) -- - ---Finished black Gommerce Handicap Sign -IF2-CH ', Scale: i" = i'-0" Yfi(k 01lRIiiMER ACCIRES6 firY 41(A Nn U~,YNi69.,, . . 215 USN 1 TNI9RAX0810 AI UNPUBLIfHEDORAWIMGCAEATE0BY8W ICNIIBlU31AIE8,INC.ITISPB@MIOIOFaMIHEE!(ttUSNE0SE8T~NECUSfOMHI8NOF0RTNf ~ f T COMMERCE BANK wy i ~ Ir~iNW SI6tI IN0118T81E8 81C PWT PAOJECIMAMEOIA TNIS ItILFBLOCX Ii EHAlL 8811E PA0Y10E070aNYOTNE8S168OA8pR{CNAEROBOSEO fORAHY DTHE87ROJfCT WRN0UTT18'WRITTEN `~ • Teqeesta, FL 33469 PNEGMIS310XOFNWSIGNIMDUSTWES,IXC.IRISOMWINBISANIBSIRUNERiOfSERY1CfMI0fR8LlRENNNiRFEKCl0S1YEPROPE81Y0FNWS10NIt81J51gF5, NW SIGN INDUSTRIES CORPORATE OFFICE S~rV CRiOCR AVENUE MODRESTOWN NJ 08057 -FLORIDA 24th SAND LANE flOAD ORLANDO, FL 74809 • TEJUS-SERVICE CENTER 460 SOUTH BELTLINE ROAU SUITE 4421RVING, iX 75060 • NORTN CARQLINA 140 CASCADE DRIVE CONCORD, NC480'!7 - TpfAS 7303 BURLESON RCAD, SURE J06 MISTIN, TX 79744 •NW SION INDUSTRIES CORPORATE OFFICE 760 CRIDEfl AVENUE 5 A 0 0 ars D 2 8 T r u y m m n R m Y 4 WO G 0 m r z >s O s a N C ZN Q 0 r g N O R m 12" ~` NW 8R3N INOU81RtES CORPORATE OFFICE 8!D CRIOER AVENUE 1~11ESIOWN NJ OM781 • HARpA2/1B SANp lAl(E ROAD ORLANDO, FL 7~ADY • TEXAS - SERVICE CENTER IBD SDllTFI 6EETUNE ROA6 SURE /4II IIVINO, TX TSO80 • NORTH CAROLBlA 1Z0 CASCADE ORNE CONCORD, NC ilOZl • TEXAS T709 BIR8F8ON ROAD, SUIIE 7'06 AUSIRi, TX !!}M •NW SIOH IA1OU81RIES fARBORAIE DFflCE XO CRIDEfl AVENUE in ~ t ~ 11 1 N i E_° ~s~ ` f ~ r<a" x vt3° (6araT•r&) ,',IUMINUM PAST N ritil_HEC:n~iN 6`,~:C~. SIDE A SIDE 8 ~' ~` D Ff D,Q•T. Directional - DDF5-STRDNE Scale. Y~" = 1'•0" ~8~ i c Applied white & retl reflective vinyl Aluminum post & panel finished black <' D!F 24"x18" D.O.T, Directional- DDF3•NRT `" Scale: Y:' =1'•D" D D..T. Dire I I- F T Scale %," =1'-0" Applied white & red reflective vinyl P" k F~' X li&" d~l'J61~i6) AlU'MINU~~ P~iST f INISHEa 5/hIN PiLAC.K 24" C t DIF D.Q.T. Directional • pdF5-STPRTO•AMCB Scale: 'f, =1' 0" Applied white & red reflective vinyl iH~D ~nTIN T. D~ a _ ~ ,~ _ ~P Y ~`,.'il,,.~:. t;N;E C115T0ldR1 1bMiF55. imaiaAnwauixuu•ruuusncuwunwc~a•ic••Twwawxlxwsinlts,im:.nisrmmuurenmEUCwslrcuscs~mccuswxtnexure•Ra + 7t5 US iiwy 1 PROJECTN0.MFDIMTN{STITLE8tOt6. fTSNAILNOTIEM0V0E0TOlMTOTNERSIGHNANUF1Li11AEADRDSE0PoR0.NMOT1IFAPRD1EtTWfT116YTTIEWMrR11 T~. ~ • • ~ 8 COMMEI~EBAFp( Tegeesta,f133469 I !&IRWSNXIIOIRfRIFS'NC.2NIT NFCMI88gNOFNWfdNIINDUSIRIEB,INC.iHISDMWR1BgAYlYBTRVNENIOFSFAWCEANDSHALLREMAINIREEKCl1SfYEPAOPERTYOFRWSIBRIN9Ui1lR, ~°=~f'~ m NWSIONINDU9TRIESCORPO(iATEOFFICE7BOCRIDERAVENUEMOg1ES1OYi9~NJO8~i-RAtIDA2~19SANDLAKEROYIDORLAI'~O,FL34ADD•TES{A8-SERVICECENIER~BOSOUfHBELTLINE1~AO9UITE44~ANIN0,1M7509Q•NOR'fHCAROLINAIZOCASCADEDIWECONCORD,NC2B0p7-IEXAS7303BURLESONflOAD,SUfTE7O6AUSTR1,1X1B7M-NW91ONINDUSTRIESCORPOf4UE0FFICE9BOCR1OERAY~AIE ~ SIDE A SIDE B NW SIDN INDUSTAIFS CORPORATE OFFICE ~ CRIDER AVENUE MDORESTOWN NJ 06067 • FLOENOA 2416 SAND LAME ROAD ORLANDO. FL 92808.1E1fAS - SER4ICE CENTER 180 SOUTH NFLTLINE ROAD SINTE 142 NS41NG, TX 16080 -NORTH CAROLINA 120 CASCADE ORI4E CONCORD, NC 2N@7 • TDIAS T103 8V(iESDN NOAD, SVRE 706 AVSTIN. Tl! 7Ni4t •Nri SNiN It~iRIE3 CORPORATE OFFICE 3CA CRfOFA AYBNh NORTH ELEVP,TIQN .D50 ALUM. RETURNS f',~iMiED GRIP GUARD BRUSHED ALLMINUM 1" BLACK TRIM GAP w m N M LL 0 0 5 0 a 0 s 5 0 a h m N O 9 w 3f16' WH;7E ALEX FACE (732&)- Wl [3M 3w35-222) BLACK DUAL COLOR FltM OVERLAY 63mm WHITE NEON "C RETURN`J F1N'15HED 70 - MATCH 2793 RLD 1"RED-F:IM GAP t~ M K' Z",x ~+ J-BOxW! Dd5CONNEOi SWLfC•I~ 3l16'"RED ACRYLIC FACE --- L~7:1.) ~ ~~ '6nim kLD NEC1N "`~ 12DV! E~DN'A REMOTE iRANSFL)RMERS, MoulTECd abovc vault ~: NECI~I ' Ut3E 57ANDS 'A".~ HiLit SLEEVE ANCHOR -MIN 3" EMBEPMENT (4~ PER LTR. 7 6 PER LOGO) Ff~,B'J A,tUM. LIGHT BAFFLE ~~~~~~~ _ hLACF. "R.iM CAP ~~ F?1~E WJ3M v~UAL CDL(3R FfLM P_P,GK #3G.35-222 PERFORATED VINYI 3116" P<ED ACRYLti FACE (2783) ChRnn@I LOtte[~- CLFti•3Q t!4"CIA. DRAIN HC)LE sFCrroN SCALE T'= 1'0° CONCRETE r'ILLED BLOCK WALL Wl STUi.CO OVERLAY ~~ 5~ ~ ~ "'~'~~ PAGE CUSIOMEA A1mRESS: THI9ISAADAIGNU.LUMPUR.ISHEDONAWNI6CAEATEDBYNWSNNIINgISSAlESINC.It15PRDQi6[G~OAiNEEXCLUSI4EU BC NFCUSIONN:RANOEOATHE • ~ ~ ~ COMMERCE BANK 215 USH 1 I ~ ~,C_,iNw 81AIt NDUS1NES, UIC.2M81 PROJEGTNANEOIMINIS TIILELLOCM. ITSNALI MOTIE PROYIOECTOMN7D11ERSI6N NANIgAC111AEA0A USED fOAANY0IRFRPANECTNTTNONTTHEWa11TEu TeQuesia, FL 33469 PEAMISSIDNOFNWSIDNINDUSTAIES,INC.TNI&OMWINBISNNINSTINISLIITOESEAYICENNISItALLREMAINENEEIICLNSI4fPRROPENEYOFNWSI6NIN0USIINE3, INC. NW SIGN IN WSTRIES CORPpRATE OFFICE :IF'U CRIDER AVENUE MOORESTOWN NJ 08051 • FLOfUDA 2416 SANG CAKE ROAD ORLAN00, FL 72805 • TEIUS - 5ER41CE OF.ty tER aGr~ SnUThI BEL761NE RQAU aUIT E 441 IRVING, TX 75080 • NORTH CAROLINA 120 CASCADE ORI4ECONCORD, NG28027 - TETIAS 7303 BURLESON ROAD, SUITE 706 AVSTN4, TR 78744 • HW STON INpVS1AlES CORPORATE OFFICE 760 CRIpER AVENUE Z n A I n x 0 C 0 D (1 a rn R m