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HomeMy WebLinkAboutPLANS 2LOCATION MAP T. LUCI COUNTY t } r 'IC :'l- .y vl=58 a VICINITY MAP L SMA 1 COVER 2 SUMMARY OF RID QUANTITIES AND GENERAL NOTES 3 SAFETY PLAN 4-7 PLAN SHEETS 8-9 FENCING DETAILS E1 ELECTRICAL NOTES AND LEGEND .} E2-E3 ELECTRICAL SITE PLANS E4 ELECTRICAL GATE RISER DIAGRAM E5 ELECTRICAL DETAILS L1-L7 IRRIGATION PLANS - ALTERNATE NOT INCLUDED k8copy ST. LUCIE COUNTY r BUILDING DIVISION REVIEWED FOR COMPLI rREVIEWED BY ILLIAMS", HA"""""'FIEL Z L) v PLANS AND PERMIT _ "NEER, lNk;. MUST BE KEPT ON JOB OR NO INSPECTION WILL 0E MADE KILLERS ELECTRICAL" ENGINEERING, INC. 23257 STATE ROAD 7, SUITE 100 SCANNED FIARIDA 33428 y `= BocA RtA61 451 -a,s5 at, kuceCounty CONTRACT SFT- uc`oasE rain: EB 00068n OCTORER 1 1 2001 " WHS PROJECT No. 5135.11 ie i w S } I I I O NORTH of SCALE 1 = 400 \ J \ \ I \ ' q FT w OE w o 's� \\ _ _ — �w cr ,$) 19,p. \ �_ �- —40— _ �_-- 9 I I - RLd GENERAL NOTES: 1. VERTICAL CLEARANCE - FAR PART 77 LeCALIZL R I THE PLAN INDICATES HE ELEVATIONS ABOVE SEA LEVEL OF HE IMAGINARY SURFACES DEFINED IN Z \ 9� I I I F -249SL 50' I ,; ;• ;,, ,,;; ,;;;;;;; ,;;;;, \ I PART 77 OF THE FEDERAL AVIATION REGULATIONS. CONSTRUCTION CRANES AND OTHER EQUIPMENT PENETRATING THESE SURFACES ARE CONSIDERED OBSTRUCTIONS TO AIR NAVIGATION. PRIOR TO SUCH a o x J a ;;•; •;•;; •;; ,,:..::....... p/ ...................................... .................. ... \ tij .. ... ..... .. .......... I EXISTING RRZ ....................................................:::::: ',',',',',',',',','.'.',',',',','.'.',',',',','.',',',',',',',',',',',',',',',',',',',','.'.','.',',',',',',', EQUIPMENT USE, FAA NOTIFICATIONS, APPROVALS AND SPECIAL OPERATING CONDITIONS MUSTLu BE ESTABLISHED. w. I- ......................................................... - ,',',',',',',',',' (100d' X 1700' X 1510') • • • • • • • • � • • • � � � • • • � � • • • • • � � � • • • � � � � � • ' ' ' ' ' ' ' ' ' '.'..'......'..' I I THE FAA AND THE AUTHORITY HAVE THE RIGHT TO REQUIRE ANY Q E N CONSTRUCTION EQUIPMENT PENETRATING THE IMAGINARY Y SURFACE TO BE REMOVED DUE TO WEATHER OR OTHER SPECIAL OPERATING CONDITIONS V- coo w _ _, , ,_ . ,_ , , u y,ilm , ,.� ,N , �':.' �— _.'.......:.� .'......'.'.. AT NO ADDITIONAL COST TO THE CONTRACT. SPECIAL OPERATING CONDITIONS RELATE TO CRANE AND OTHER EQUIPMENT USAGE AT OFF-PEAK HOURS. Q z Z �� • • •� • • • • • • • • • • • • • • • • • • • • •�•�p • • • .• M•.• o� 34.1� APPROACH SURFACE RUNWAY 27R GLIDE SLOPE T '� 0 I i 2. RUNWAY AND TAXIWAY CLEARANCE THE FOLLOWING ARE GUIDELINES FOR CLEARANCES TO BE MAINTAINED WHILE WORKING NEAR ACTIVE RUNWAYS AND TAXIWAYS. THE PRESENCE OF EQUIPMENT OR OPEN EXCAVATION IN EXCESS OF 3" DEEP a u3 z w m o w CRITICAL AREA •+ LOCALIZER CRITICAL AREA WITHIN THESE AREAS WILL 9 I ILO o ` \ �• I of I REQUIRE CLOSING HE OPERATIONAL AREA OR SPECIAL OPERATING PROCEDURES. CONSTRUCTION WITHIN THIS AREAS SHALL BE COORDINATED IN ADVANCE, ON A CASE -BY -CASE BASIS. Q N ¢ z J z o _ _ ^ I ~ _— A, DISTANCE FROM RUNWAY CENTERLINE 200 FEET B. DISTANCE FROM TAXIWAY CENTERLINE 100 FEET = 0 a o C. RUNWAY APPROACH AREAS RUNWAY PROTECTION ZONE; SLOPE AS SHOWN o c� _ _ _ J r� \� \ _�_ — ° ° I ° ° of 3. MARKING HAZARDS ALL OPEN TRENCHES, STOCKPILED MATERIAL AND EXCAVATION NOT WITHIN THE AREAS DESCRIBED IN SHIMS YELLOW UNITS SHALL(ACCEBABLERMO THE AUHORITYANENTLY ED AND HEWITH ANGEFAAFLAG DURNG HOURSAND H OFD WASH FLASOW LIGHT TY — n _n. _ � \\\ A'`�a• \\\ \� \ �_l l AND/OR DARKNESS. 4. AIRCRAFT BLAST DUE TD THE PROXIMITY OF WORK AREAS TO AIRCRAFT MOVEMENT AREAS, ALL STOCKPILED MATERIAL AND 4a \ \ \ \ \ \ CONSTRUCTION EQUIPMENT SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT FROM AIRCRAFT BLAST OR WIND. MATERIALS SHOULD NO T BE STORED NEAR AIRCRAFT TURNINGAREAS OR MOVEMENT AREAS. \ / S° A \-- Lo \���° 5. DEBRIS. ETC.. ON RUNWAYS. TAXlways ne Re�+os ACTIVE RUNWAYS, TAXIWAYS AND RAMPS SHALL BE KEPT FREE OF ALL DEBRIS, DIRT OR ANY -DIRT. \ \ I n \ \ \ \°\\ I J SUCH LOOSE MATERIALS AT ALL TIMES. MATERIAL TRACKED ONTO THESE AREAS WILL BE REMOVED INMEDIATELY. THE CONTRACTOR MUST KEEP A POWER BROOM WITH OPERATOR ON DUTY DURING ALL HAULING OPERATIONS AIRCRAFT.ACROSS PAVEMENT IN USE BY CONTINUOUSINSPECTIONS L BE HELD. WATERING MAY BE REQUIRED TO CONTROL DUST AS REQUIRED BY FAAA DHE AUTHORITY 6. MOTORIZEV, VEHICLES A. VEHICLES (INCLUDING ALL CARS, TRUCKS, CONSTRUCTION EQUIPMENT, p Q ETC.) ARE FORBIDDEN TO PENETRATE AIRCRAFT MOVEMENT AREAS OR RUNWAY APPROACH AREAS UNLESS THEY HAVE TWO-WAY VHF RADIOi TUNED TO HE PROPER GROUND CONTROL FREQUENCY, \ 119.5MC. OR THEY ARE ESCORTED BY AN0 AUTHORIZED VEHICLE HAVING THE REQUIRED RADIO, OR THEY ARE CONTROLLED BY FLAGMEN UNDER A CONTROL PLAN APPROVED IN ADVANCE. (fi ck. �_ _ _ _s� ;+�• \ \ _ ti \ �� \ \ \ \ * \ \� \ *0^j B. ALL VEHICLES MUST OBTAIN CLEARANCE FROM HE CONTROL TOWER BEFORE ENTERING AIRCRAFT MOVEMENT AREAS. .�.9 1 \ \ \ \ + \\ \ \ J \ \ \ \ C. HE CONTROL TOWER SHALL BE INFORMED OF ALL ACTIVITY WITHIN HE AIRCRAFT MOVEMENT AREAS. a \ \\ I (.-_� \ • \ \\ 7. COORDINATION CONTRACTOR SHALL COORDINATE ACTIVITIES NH LOCAL AIRPORT PERSONNEL ON A DAILY BASIS. s Ca \�._� \\ 8. SEE SAFETY DURING CONSTRUCTION PLANS IN SPECIFICATIONS. (- 0 9. CONTRACTOR STAGING AREA CONTRACTOR STAGING AREA IS AS SHOWN OR AS APPROVED BY THE AIRPORT AUTHORITY. 5,m 1 4V \ \\ \ E SECURITY SHALL BE PROVIDED BY HE CONTRACTOR AT HIS OWN OPTION, THE CONTRACTOR ASSUMES NO RESPONSABILITY FOR SECURITY. HIS AREA SHALL BE UTILIZED FOR DAILY CONTRACTOR EQUIPMENT Lu (((( PARKING AND MATERIAL STORAGE. PENETRATION OF HE PART 77 SURFACE WILL NOT BE ALLOWED \ \\ AND RES ORED TOPAOSMOO HPGRADEDPCONDITION ACCEPTAB ETTOHTHE ENGINEER• THERE SHALL BE NO SEPARATE MEASUREMENT OR PAYMENT FOR THIS ITEM. 10. NON Lu „ e \\ \ \ \ _k1 0 -MOVEMENT AREA NON -MOVEMENT AREAS ARE CONTROLLED BY HE ATCT. CONTRACTOR SHALL NOTIFY ATCT PRIOR TO ANY MOVEMENT WITHIN NON R^ 17 1 / ---� -MOVEMENT AREAS SUCH AS RUNWAY/TAXIWAY SAFETY AREAS. VIOLATORS WILL BE CHARGED A $10,000 FINE BY THE FAA FOR EACH INCURSION. s I - oo, ° Lu LL ' IO TiILA I II _ ,,,�;,�,� J �° J� � A /�aq \ CONTRACTOR?.0 STAGING ARE . —. _.— — — cc J\� \\ ,° 'off \ - a . � U) uj a ❑I \_ LEGEND °° W -- \to —`- STAGING AREA o o L o E0 3 LO ST. LUCIE BOULEVARD \ s P HAUL ROUTE/SITE ACCESS \ \ — -159- — ELEVATION OF FAR PART 77 \ \ IMAGINARY SURFACES Pru�Ez Ncl \ \ PROPOSED WORK AREA CLCLLLLC� SHEET No. 3 UATCN I IMF SFF CNFFT 9 "cam / / roFa ' / / INSTALL 16' SW/NG GATE \x \ >C 1 \ I I \ kl \ N N I \� I =- I I I `0 I o I m m y I I � I I I I I I I QCVNY O ar-UU/C/! 7 FENCE INSTALLA77ON (ALTERNATE 1) / \ 22,8 PROPOSED MAINTENANCE BERM 23 18 cn m m 19.0— J 19.0 23 0i 23.0 b' P�CAPPROX. LOCATION)— — — — — — — — — — -- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ X X X X X X-X---�--- X--_ X X_ X X X ^— X X X X X X X X X- X X MH 50 EXISTING 6' HIGH EXISTNG 6' HIGH CHAIN LINK FENCE CHAIN LINK FENCE NORTH SCALE 1"=30' MH 49 KEY MAP 0 N m 61 Z U z M M V) J W M CI L r z > OLO N o LO I— �/� • a J 0' F 0 � U) x QV W v Z Q Z O X J IL W_ . L�L-j LL N V F- L W M Z LL a z Q U-) W W Z F 0 v aJ z N Q Z J 0 O m ` rj o Z 0 N O a CC Z Q O Q f- z p Q cc Y o o CL z z z O_ > cc W a H z z z U = U z O U I'L' U U = V W J W IllLU 2 LL F- V J FE U.1 a F- N 9 3 6 0 co w M V W V J ai z I o o f u M 3 010 O. S LO n PRO,JrCT No. 5135.11 SHEET No. 4 n 91 LEGEND X - - X EXISTING FENCE —XX XX— PROPOSED 8' CHAIN LINK SECURITY FENCE ABBREWA TIONS LP = WOODEN LIGHT POLE PP = WOODEN POWER POLE PB = PULL BOX WM = WATER METER O W = WATER MAIN WV = WATER VALVE HYD = FIRE HYDRANT GA = GUY ANCHOR OHW = OVERHEAD WIRES RCP = REINFORCED CONCRETE PIPES CMP D METAL PIPES CORRUGATED BT = BURIED TELEPHONE FM = FORCE MAIN SS = SANITARY SEWER O / 1�q i KEY MAP PROPOSED 8 / CHAIN LINK / \ / SECURITY FENCE MA 1 UH LIPIt Stt bHtt 1 4 a i SCALE 1" = 30' EXISTING ASPHALT APRON EXISTING MARKING INSTALL NEW PEDESTRIAN GATE INSTALL NEW PEDESTRIAN GATE �e v 4 47 i i i t, \ FT s \ F .............................. .......... ..... \\ ............... P...'.'.'.'.'.'.'..... .. . \ .................... ......'.'.'.'.'.'. .................. \ DUMPSTER ..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.....'..'.'..' ..:.:.:...:.......:.:...:...:...:...:.'.:...:.. \ \ ENCLOSURE p�1G� \\ ................ yG.'..' ...'.'..' '..'........:':....................:. ��........................................... '. ................... ..... .... ..... . / ... .... .................. ........... ......:...................... . .. .. .. .. ............................'..,.L.;.'.'.'.'.'.'.'.'.' \�.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.....'.'.'.'.'.'.'.. . ...�. / \ ............................................................... ..0..... E? Tt Tf ti 0 Z� (N S W U M Z M J //yy�� � W CI O W uj r J Z > 2 V O Z)L 0 f co Q (D tn 0UJ 0 01 6 W 0 W Z Z X -1 o < LU LLN c � W w aZz� Z ¢ Lc) W �z w Q J Z N Q Z Z 0 2 J of a o Z 0 N Yc O a �O Z Q � Z (5 a 0 d Z z z O } 1= Q a F- z V O �- U O U H W LLI W _ V m U J U W �Lu LJ. F- LU Lu J m 3 o W d U U W Z LO N 3 o D U � U -j o o ,:2 a � E I z LO M 0 to PROJECT No. 5135.11 SHEET No. 5 ca V TF I.- W W y W W N W Z J T. U 1-- EXISTING ASPHALT AIRFIELD APRON P V SIGN WOOD 5 P o P ER Hf=-- ----- —--OHE- ALP I X \ WOOD I O ON 1 '� X '�, m m 1 A EXISTING FENCE SEPAC���(y,I TANK 3 t j • x (/ it x CL T/W (Pon -Am) ........ -t'--- I I / 0 N.�.':\w- - ------ - 0. ...... . / ill I 00rr 1 m 0'/O io oy 1 II e, I BT CL !/ ' u I II44� ICLI , z CL cn c' w w m to I I ti 1 Q I I I Y —I I I I APRON / I I i i i p i I CL B;P2�KELL y m l y i a 2� i i I .'�� ON CON . 1 I° SIGN o l ti z i i i I w °/ n Q MAIL BOX l ----- MH 25 I ____ __-�--- MH 211 i 1 l -�------- SA ARY SEWER 14, o Bf N \ \ ;; m I ' — �: ^�. �•��cv \ A \ i i i 11 11 I /� • •'� \ �J1 b EXIST. OVERHEAD UTILITY ` i I I I I I I I m I5T OV�p UTILL;TY ERHE %� I I III SBT525 �I iiI Ali I o lIZ it I o III i � itAp II i I;W II ' G R A S S BEGIN FENCE - INSTALLA 77ON (BASE BID) P KEY MAP EXISTING APRON INSTALL NEW GATE OPERATOR INSTALL 16' SLIDE GA TE LANDSCAPED AREA \ CONTRACTOR SHALL RELOCATE LANDSCAPING AS REQUIRED TO INSTALL FENCE. PAYMENT INCLUDED IN PERIMETER FENCE. 55 INSTALL NEW PEDESTRIAN GATE :::... . . EXISTNG '''" ypE RESTAURANT y�. .. .. 2982 ..... 5�0 .. . . .:... . . ..... INSTALL NEW ` OFFICE'::':"::':"; PEDESTRIAN 2978' GA7E ..... ........ ..... . .. ........::::::::.....::':'.'.'..'.'...'...'.'.'.'.. MAIUM LIME SEE SHEET 7 � 5 SCALE 1"=30' I Z 0 V) 5 w I- N to I to CID d to Ol v X Q li t7 m LO W �v w 0 a O N ric r • J i, 0 i ., r • LL . J:, r M cc 3 O I OD W s U Ld 0 W U Z i 0 oa C J y o c :ii o z rn M G LLi PROJECT No, 5135.11 SHEET No. 6 MATCH LINE SEE SHEET 6 ►i F- W W W W N W Z J x U II T m U- T .................X a II .:..::::::...............::EXISTING:.'.'.' .........:':'.'HANGAR '''' ....... =z7 i� ! I 2966................ �I .'....:.:...... - - - u . T . ...... ... .. I eI�INI III 1 l................................. ......'..... EXISTING PARKING FI I ±li7 FFI-F171 O U �- 48_ RCPtt rt:Yjj Lu I I I I II — — — _ — — —C=� tt kt fi ii ttl �I$I+3 E1 Izln I I I I aQ1 �� I I k � �I III I C J k l INSTALL 16' SLIDE - Ili V 33' k l GATE AND OPERA F J I I I I I I II I ,PyII' 'l T u;I LJI I r - r �. III II I I I Q ------------ -- -__-- --I-- - EH - -- -- -E-- -�----------�I n I � III'I E I- � I EXISTS ' I I I N I I 'I10 -78 1 I I I I `I I _ „0nll C AN AM BLVD II%i j i II ti III IIi \i NEW I I I I � � I —� --R- w x D I I I PARKING II u it pp x-=====-===Flani �Il II X 1/ — }-----UGE ----------- ---- E�--- — ------ OHE-- ' T T III II'I I k APPROXIMATE LocAnoN I I' I cl OF B'" WATER MAIN I I ci I 1 1 I It1 ili ( Ii I� II I I In II I I I J Il,m I I I II I I � II I I I� I ICI Illio IIi 'I� II I I II I I(I rl IWI i� it I, II I Io1 ZI ICI limes I ''i I I, I I II I r1 I W I m I W I Q----------- - EXISTING 6' HIGH CHAIN LINK FENCE m ICI o I ck:l IiQ Onh g` o f ImI mI l x a 111 0 li� l i i I� II I III ,' I I Iol Ii I IiIiI iII oy2c I I I I lml I111 I; l Io Is, --E--------- it A SS I I I l - - - - - -I - - 'IEX. 12 WM x II^ IE CON 7?4AG I /iII I.' li co p. EL RAMP ............ FUTURE .'::.:.'.'.'.'.'. . HANGAR 2932 . .... ..'..'......'..'..... G :.'. _ .'.'.'.'.'..'.. s ............ S RAMP G Exs nNG ............. ......................'.'.'.'. . y FUTURE .'.'..'.'.'.'.'...... . S ......... .HANGAR'.............. ........ ...... .. ..... HANGAR ................... RAMP 2958 ,. .. .... ............... 2928 ............... ........... !.'.... _ RAMP .......'HANGAR 2954 ::::.:.:........ rn 9 O ' /'......'.'..:...:':'.. s RAMP pP HANGAR BY OTHERS k i0 REMOVE 'GHIS I POSIT AND RETURN TO MAINTENANCE. COYO, COST EXIST. 8' CHAIN LINK o FENCE AND CONCRETE—r x ry POSTS TO BE REMOVED I I i I I iJ I CONC. ............ FUTURE :............ . .'.'.'.'.'.'.'.'.'.'....'HANGAR .'.'......... . .. . 2920 \ RAMP / T CO Q c� }- - - - - - - - — - - - - — .- �G R A S S — /� INSTALL 16 SLIDE / GATE AND OPERATOR — 10 • T/w—E 0 III I POST d `5'S. I I I I I i' II II � I I I k • -� k 'I I it I MH 29 I _rt------------ Y------------ 24" DOUBLE '2Id �I '' I N-------- - - - ' SWING GATE 4�, `S Imm i I ------- S-- k PROPOSED 8 CHAIN LINK x s 4L V;5S L__----------rss---� A S P H A L r SECURITY FENCE x ,ly 1 _ _ ---$$- - _ I --I' l a {•�- �� PROPOSED END FENCE EXISTING s' HIGH 14'iil� �� k SWING GATE INSTALLAT70N CHAIN LINK FENCE z I z C --- - � �xx xx xx xx (BASE BID) METER — I--- -- i C.B.S. .............. ........ . o ONE STORY DIRT , ... ROAD.........." II .. . Ib III W III i '' II . . ...... ........ .. ................ ......... 20' SLIDE GATE I r�'� _ D P C) G EXISTING HANGAR E-3 KEY MAP 9 SCALE 1" = 30' ------------------------------------------------------- ---------------- G R A S S P y_-----'-` MHI }I m HI Q 0 61 z U M Z M cn O J LU } Z > & d O w O I p/� • J L0 V/ Cf) a [if of L0 06 w L' w Z: Q z O J a < W LL (n c I— w LL ro Qw z z 2 z < z w 0 N d' c z w LO G F- � QJ � N Q z z O x J O a o z 0 N CC O IL Z Q O Q � G 0 0z Q (L O LL Z O H a H Q Z z U O V O U I— m W LL V W_ U V w Z J I— W LL F— LV Lu J W a 1_: 3 o � a10 W i g U i W U J z hi Ld L0 c rn z to o M o t O 3 LO O O V� PROJECT No. 5135.11 SHEET No. 7 ia'-n" npFuNr _... _..,.. ............ � z I.L O W FABRIC TIE 24" o/c MAX. 1.66' O.D. TOP RAIL FABRIC TIE 24" LLJ Z > fi� J 'n o/c ® w BRACES p / MAX. TYP. ALL POSTS -D f" o 2.00 O.D. GALV. �� STRETCHER BAR • a STD. PIPE gam' J 06 o v J• z �0 1.66" O.D. DIA. w \� LB w FENCE FABRIC 1.66" O.D. BRACE • ~ 8'-0" FABRIC SEE SPECIFICATIONS CL PGA w w Lj 2 z > co z w Q N (n DIAGONAL BRACE D Q z STRETCHER BAR CF �� J zo = o ��PCF U 0- _ 0 4" MAX CORNER, END OR PULL POST �/'x '. /. I I /.\/ 3" O.D. RESTRICTED AREA NO TRESPASSING ( 3" RED LETTERS ) ( 3" RED LETTERS ) IN ACCORDANCE WITH F.S.810.09 AND ST LUCIE COUNTY — UNAUTHORIZED PERSONNEL AND VEHICULAR ENTRY IS PROHIBITED. VIOLATORS SHALL BE PROSECUTED BY LAW. RESTRICTED AREA NO TRESPASSING ( 3" RED LETTERS ) ( 3" RED LETTERS ) SIZE: 48" x 60" ALUMINUM GATE SIGN NOTE: SIGNS SHALL HAVE WHITE BACKGROUND WITH BLACK 1 1/2" REFLECTIVE LETTERING EXCEPT AS NOTED. SIGN DIMENSION AS SHOWN. SIGN TO BE INSTALLED AT EACH GATE. PAYMENT TO BE INCEDENTAL TO OTHER FENCE AND GATE PAY ITEMS. No. 7 TENSION WIRE 3" O.D. BRACE POST CONCRETE ENCASEMENT 8' x 5/8" COPPER CLAD GROUND ROD SECURITY FENCE N.T.S. NOTES: 118' AIRFIELD SECURITY FENCE) 1— SIGNS SHALL BE SECURELY FASTENED TO FENCE SUCH THAT THEY MAY NOT BE REMOVED BY UNAUTHORIZED PERSONS. 2— SEE FENCING SPECIFICATIONS FOR GROUNDING REQUIREMENTS. 3— ALL EXISTING CHAINLINK FENCE REMOVED SHALL BE THE PROPERTY OF THE CONTRACTOR AND SHALL DISPOSED OF OFFSITE AT A LOCATION PROVIDED BY BY THE CONTRACTOR. 4— THE BARBED WIRE ARMS SHALL SUPPORT A MINIMUM OF 400 LBS. VERTICAL DEAD LOAD FROM TIP OF ARM 5— BOTTOM TENSION WIRE SHALL BE STRETCHED TAUT FROM TERMINAL TO TERMINAL POST AND SECURELY FASTENED TO EACH IMMEDIATE POST 6— SIGNS WILL BE PROVIDED BY THE CONTRACTOR, INCLUDED IN PRICE OF SECURITY FENCE. MATERIAL FOR SIGNS SHALL CONFROM TO FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION SECTION 700 #6 BARE SOFT COPPER WIRE PROVIDE GROUND AT 500' INTERVALS, EACH SIDE OF ALL GATES AND WHERE POWER LINES PASS OVER FENCE. NOTE: INSTALL CORNER POST AT BEGINNING OF NEW FENCE No Trespassing _ Fla Statutes CH 810.09 ST. Lucie County SIZE: 12" x 36" ALUMINUM LOCATION: 400' INTERVALS ALONG FENCE FENCE SIGN NOTE: SIGNS SHALL HAVE WHITE BACKGROUND WITH BLACK 2" REFLECTIVE LETTERING EXCEPT AS NOTED. SIGN DIMENSION AS SHOWN. SUBMIT SHOP DRAWING FOR APPROVAL PRIOR TO MANUFACTURING • r a 0 N a W 1— z m V 0 OC 9 a V z LU LL. H Uj cc LLJ m _J Q a 0 z V z LU LL PROJECT No. 5135.11 ofz 0 LL co LU a) SHEET No NOTE: EXTENSION ARMS TO POINT TO EXTERIOR 10'-0" MAX FABRIC TIE 24' MAX. TYP. ALL 1 STRETCHER BAR 11.66" O.D. BRACE DIAGONAL BRACE CORNER. END OR PULL POST 3' 0.1 10'-0" MAX. FENCE FABRIC c SPECIFICATIONS EXTENSION ARM O.D. TOP 24" o/c 10'-0" MAX. MAX RIC CLEARANCE "rs SHEDEWATERTE TOP TO No. 7 NSION WIRE LINE POST 'jjr jjIIII 2-1/2" O.D. (TYP. ALL POSTS) 3" O.D. BRACE POST `.'P I'•• 3'-0" 3'-0" L.�': 3'-0" �✓ HOG RINGS 4'-0"!.� 8' x 5/8" 24' o/c MAX. #6 BARE i 'a COPPER CLAD SOFT CONCRETE ENCASEMENT ' GROUND ROD r.r.. DRAWN s COPPER WIRE T3" 3T 3- 8' x 5/8" --�' _L �k 'p A, I �Dj A. COPPER CLAD 3" GROUND ROD ' DIA. 12" /j6 BARE SOFT COPPER WIRE DIA. PROVIDE GROUND AT 500' INTERVALS, NOTE: EACH SIDE OF ALL GATES AND WHERE POWER LINES PASS OVER FENCE. INSTALL CORNER POST AT BEGINNING OF NEW FENCE 9'-4" FABRIC GATE FRAME it r GROUND LINE G \\G o ,o o o 3'-6" ., 6. 4" O.D. POST 18" SECTION A -A NOTES: 18' AIRFIELD SECURITY FENCE 1- SIGNS SHALL BE SECURELY FASTENED TO FENCE SUCH THAT THEY MAY NOT BE REMOVED BY UNAUTHORIZED PERSONS. 2- SEE FENCING SPECIFICATIONS FOR GROUNDING REQUIREMENTS. 3- ALL EXISTING CHAINLINK FENCE REMOVED SHALL BE RETURNED TO BCAD. (FABRIC AND GATES WITH ENDPOST ONLY). POST, FOUNDATIONS, ETC. SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND DISPOSED OF OFFSIDE AT A LOCATION SELECTED BY BY THE CONTRACTOR. 1 3/4" FRONT STOP 1 9/10" O.D. - No.-110-P- 3 1/2 LATCH 3"= LOCKING DIVICE 1 3/4" SLIDE GATE FRAME � FABRIC 3 1/2" BALL CAP LO—V Or to—U 27'-10 1/4" or 15'-10 1/4" 2 3/8" O.D. 2" I.D. STD. PIPE 4" POST A PLAN yL.66"1.66" O.D. < > FABRIC >J., � ^> x'xx xx xx > Xxxx�x k1.66"1.66" O.D. 1.66" O.D. 1.66" O.D. 66O.D. 1 9/10" O.D. 1 9/10" O.D. v i .I 2 3/8" O.D. STD. PIPE-3.65 LBS. PER FT. or O.D. POST 4" O.D NOTE: ROLLERS SHALL BE PAGE � I>• FENCE PRODUCTS CATALOG A No. M81-400 "OR APPROVED EQUAL". .�� I1LL1 U' 12" DIA. OUTSIDE ELEVATION SINGLE SLIDING GATE (CANTILEVER) 28' ®" 16' 0" RIGHT HAND GATE LOCATE PEDESTAL AND BOLLARDS SO THAT THE CENTERUNE OF THE BOLLARDS AND PEDESTAL ARE IN LINE WITH THE CENTERLINE OF THE GATE POST UNLEES HSOWN OTHERWISE ON THE PLANS 9'x 4' 1 OVERSIZED — — 12' LOOP D c0 SAFETY —X—X—X�f—X io LOOP X X—X X—X- 1 9'x 4' 12' OVERSIZED — — 1 LOOP J� a—• ------------ _0 0 - 3/4" CONDUIT © - PROPOSED KEY PAD GATE CONTROL 0 - 6 5/8" BUMPER POST QD - NEW OPERATOR SEE NOTES TYPICAL GATE LAYOUT 1. NEW OPERATOR SHALL BE ELITE SL-3000-UL OR APPROVED EQUAL. IT SHALL BE EQUIPPED WITH REMOTE CONTROL ENTRY. 2. INSTALL NEW OPERATOR ON CONCRETE PAD. (3,000 PSI) (SIZE TO FIT MANUFACTURER'S REQUIREMENTS). 3. THE ENTRY SYSTEM SHALL BE AN EKP-485 ELITE KEYPAD OR APPROVED EQUAL. IT SHALL INCLUDE A REMOTE ACCESS ENTRY FEATURE. CONTRACTOR TO SUPPLY 15 TRANSMITTERS, PAYMENT TO BE INLCUDED IN PRICE FOR GATE. 3. PROTECTIVE BUMPER POSTS SHALL BE 6 5/8" STEEL PIPE 5'-0" LONG EMBEDDED 2'-0" IN CONCRETE, PAINTED WITH REFLECTIVE YELLOW PAINT, TOP OF PIPE SHALL BE GALVANIZED STEEL PIPE PAINTED WHITE. 4. ALL ELECTRIC METERS SHALL BE READABLE FROM OUTSIDE THE FENCE, 5. LAYOUT OF GATE IS SCHEMATIC. REFER TO SITE PLANS AND ELECTRICAL DETAILS PRIOR FOR LOCATION AND ORIENTATION OF GATE AND OPERATORS 6. PAYMENT FOR GATE SHALL INCLUDE GATE, OPERATOR, ENTRY SYSTEM, WIRING, CONDUIT PROTECTIVE BUMPERS, LOOP DETECTORS ETC. FOR A COMPLETE WORKING SYSTEM N.T.S. IN GRASS 12" SQUARE IN PAVEMENT OR 16 " DIA. ® KEY PAD ENTRY SYSTEM SIAAWCUT EXISTING PAVEMENT 1 � 1" J � O m 1 EXISTING GROUND i e REIURN DISTUR6ED GRWND � 5 g TO EXISTING CONDITIONS 02 3000PSI CONCRETE ` SEE PLANS FOR CONDUIT SIZE NOTE: CONTRACTOR MAY SUBMIT ALTERNATE INSTALLATION DETAIL FOR APPROVAL. PEDESTAL DETAIL 3/16" 3/16" 1 1/2 / o- �� o o° 1 1/2" / ONE 16" THHN SINGLE a Q � �o CONDUCTOR STRANDED WIRE , oo -I ° o oo IL 2'-6" LOOP LEADS SECTION "A -A" (RAH WIRE PLACEMENT) CONDUIT 4'- " "A„ 3/16" TYPICAL LAYOUT FOR LOOP SAW SLOT 3/16" WIDE X 1/2" DEEP MAKE RECTANGULAR SHAPE TO "A" SPECIFIED LOOP DIMENSIONS PLUS 9 -0" \ / O CONDUIT GROUT WITH No.202 WEA HERDANSEEALANT A PRODUCT OF 3M Co., OR APPROVED EQUAL. 1" X 1" LOOPS LEADS MUST BE IN CONDUIT NOTES: BETWEEN LOOP AND AMPLIFIER, THEY MUST NOT SHARE CONDUIT WITHOTHERLOOP LOOP LEADS ARE LIMITED TO 100 FT. WIRING OR LEADS FROM OTHER LOOPS. TO HAVE 6 TURNS AS SHOWN. CAUTION - CONTROL AND POWER NOTE: RUNS TO BE 18" FROM DETECTOR LOOPS. WIRE TO BE SUPPLIED BY THE CONTRACTOR LOOP LEADS TO HAVE (4) TWISTS PER FOOT. DETECTOR LOOP DETAIL N.T.S. z 0 V) 4" POST 5 1" MAX�6" uj 12'-0" FOR 28' GATE 7'-4" FOR 16' GATE 6'-0" FOR 28' GATE I 6'-0" 3'-8" FOR 16' GATE 4 1/2" REAR STOP WELD w a AS SHOWN 0 TYPE #1250 P 3 1/2" ROLLE� 2 3/8" O.D. 6 z 1.66" O.D. 1 9/10" O.D� 1.66" O.D. 9/10" Z M O.D. 7'-41/4" n C) L 8'-0" Z > 1.66" 1.66" 1.66" J ® D o n I O.D. O.D. O.D. V) Q • LO 4 2 0� N w � Ln Z ° GROUND ® ¢ o X ROLLER w 2 3/8" 0 5" _D n TYPE 1250 P 3 1 w o° > . ' < 'e Z Q w 3 NOTE: z w o GROUND RODS TO BE INSTALLED Q AS PER SPECIFICATION AND LOCATED ` GROUND ROLLERS N Q EACH SIDE OF GATE. 3. SHOWN APPROX. ONE-HALF "J zo = DISTANCE OF GATE OPENING o' a 12" O Z DIA. o N MINIMUM NECESSARY EXISTING ASPHALT WIDTH PAVEMENT THICKNESS BITUMINOUS SURFACE COURSE VARIES TYPE S-3 SAWCUT ASPHALT ............... ........................................................ EXISTING BITUMINOUS PRIME COAT a LIMEROCK Z BASE Q 2 LIMEROCK BASE MATERIAL 1 _ Q SAND CONTAINING NO 11;. - MINIMUM LBR OF 100 J Q :,;,••a:t; 6" LAYERS COMPACTED Q 0 MATERIAL AGGREGATE PARTICLES TO 98% MAX. DENSITY Z cc THAT WOULD REMAIN IN PER AASHTO T-180 ® CC to A 1/4" SIEVE J LJL a PAVEMENT RESTORATION DETAIL a c uj Z Z z (0 U ? V I- W V W LL. W Q W FINISHED O LL of SURFACE PAVEMENT REPAIR (.i SURFACE JOINT W W ~ SURFACE RESTORATION (SAWCUT TYPICAL) 2 N JWp 8" IN. +' ' « A' r •� 's. 9' op EXISTING SUBBASE �� REMOVE AND REPLACE LIMEROCK BASE SUPPLEMENT v/ AS NEEDED COMPACT TO 98% MAX. DENSITY PER AASHTO T-180 (MODIFIED PROCTOR) NOTES: 1. REPLACED BASE MATERIAL SHALL BE COMPACTED IN 0 0- o w EQUAL LAYERS 6" MAXIMUM THICKNESS. co w w v o 1 2, PRIME REPLACED LIMEROCK BASE. to E a 0 N 3. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY 0 o 0 rnto 0 s 0 3 SAWED PARALLEL OR PERPENDICULAR TO THE CENTERLINE `, s OF ROADWAY. 4. SURFACE COURSE SHALL BE TYPE S PROJ%r_CT No. 513..1 c 1 SHEET No. 9 GENERAL NOTES 1. THE ELECTRICAL CONTRACTOR SHALL COMPLETE ALL OF THE FOLLOWING ITEMS ON THE ELECTRICAL SHEETS: A. PROVIDE AND INSTALL NEW CONDUITS, SERVICE EQUIPMENT, CONDUCTORS AND REWORK EXISTING ELECTRICAL PANELBOARDS FOR 3 NEW GATES COMPLETE IN PLACE AS SHOWN ON PLANS. B. PROVIDE AND INSTALL NEW POWER PEDISTALS FOR 3 GATE CONTROLLER/OPERATOR SYSTEMS COMPLETE IN PLACE AS SHOWN ON PLANS. C. REMOVE EXISTING TAXIWAY EDGE LIGHTS AND PROVIDE NEW CONDUIT AND CONDUCTOR SYSTEM FOR RECONNECTION OF TAXIWAY "E" LIGHTING CIRCUIT. 2. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR TO INSTALL THE ELECTRICAL SYSTEMS AS INDICATED ON THE DRAWINGS. ITEMS NOT SHOWN BUT OBVIOUSLY NECESSARY FOR COMPLETION OF THE WORK SHALL BE INCLUDED. 3. THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, LOCAL CODES, CITY CODES, FEDERAL AVIATION ADMINISTRATION ADVISORY CIRCULARS AND REGULATIONS, AND STANDARDS AND ST. LUCIE COUNTY BUILDING CODES. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, INSPECTIONS, AND APPROVALS. 5. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SITE ELECTRICAL ENGINEER, ST. LUCIE COUNTY AIRPORT AUTHORITY AND FAA. 6. THE CONTRACTOR SHALL, BEFORE SUBMITTING HIS BID VISIT THE SITE OF THE PROJECT AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS. NO ALLOWANCE WILL BE MADE FOR EXISTING CONDITIONS OR FAILURE OF THE CONTRACTOR TO OBSERVE THEM. 7. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE BEFORE BIDDING WITH ALL UTILITIES INCLUDING POWER, TELEPHONE, FAA, AND COMMUNICATIONS AND TO MEET ALL OF THEIR INSTALLATION REQUIREMENTS. ALL LABOR, EQUIPMENT OR MATERIALS NECESSARY TO MEET THESE REQUIREMENTS IS TO BE INCLUDED IN THE BID. THE CONTRACTOR SHALL OBTAIN, DELIVER AND INSTALL ALL CONDUITS, PULLBOXES AND EQUIPMENT REQUIRED BY THE UTILITIES ACCORDING TO THEIR SPECIFICATIONS. 8. ELECTRICAL REPRESENTATIVES ARE AS FOLLOWS: ST. LUCIE COUNTY AIRPORT DIRECTOR - PAUL PHILLIPS - 561-462-1732 AIRFIELD LIGHTING LEGEND SYMBOL DESCRIPTION NEW SCHEDULE 40 PVC CONDUITS) INSTALLED IN TRENCH, -�-�- UNLESS OTHERWISE SPECIFIED. INCLUDES TRENCHING, CONDUIT, BACKFILL, CONNECTIONS, CONDUCTORS, ASPHALT REPAIR, CONCRETE BACKFILL. SEE NOTES, PLAN SHEETS AND DETAILS FOR EXACT QUALITIES AND SIZES OF CONDUCTORS AND CONDUITS COMPLETE IN PLACE. NEW GATE POWER PEDESTAL. INCLUDES LOAD CENTER, GROUNDING CONDUITS, CONDUCTORS, CONNECTORS AND ALL NECESSARY HARDWARE FOR A COMPLETE WORKING SYSTEM IN PLACE. SEE DETAIL © NEW PULLBOX INSTALLED. INCLUDES INSTALLATION, PULLBOX, GROUNDING AND ALL NECESSARY HARDWARE FOR A COMPLETE SYSTEM IN PLACE. 0-0 25' CONCRETE POLE WITH 175W MH KIM LUMINAIRE. TYPE III. MULTITAP BALLAST. COMPLETE IN PLACE. SEE DETAIL EXISTING TAXIWAY EDGE LIGHT TO BE REMOVED AND DELIVERED TO AIRPORT MAINTENANCE O EXISTING TAXIWAY EDGE LIGHT TO REMAIN 9. GROUNDING SHALL BE INSTALLED IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE. THE GROUNDING SYSTEM SHALL NOT EXCEED 10 OHMS. THE EARTH SHALL BE DRY FOR 48 HOURS PRIOR TO TESTING. ADDITIONAL GROUNDING TO MEET THIS REQUIREMENT SHALL BE INSTALLED AT NO EXTRA COST, GROUNDING AND BONDING SHALL NOT BE PAINTED. GENERAL INSTALLATION NOTES: 10. AN EQUIPMENT GROUND WIRE SIZED PER NEC WHETHER OR NOT INDICATED ON PLANS. 1. ALL THE EXISTING INFORMATION, UTILITIES, CABLES, DUCTS, MANHOLES, FIXTURES, ETC. IS 5. PRIOR TO WORKING ON ANY CIRCUIT, THE CONTRACTOR SHALL PROVIDE TO THE 11. ALL EQUIPMENT SHALL BE NEW AND UNUSED, U.L. LISTED AND FAA A?PROVED. BASED ON THE AS-BUILTS , RECORD DRAWINGS, AND SITE VISITS BY THE ENGINEER. ELECTRICAL MAINTENANCE DEPT. A WRITTEN LOCKOUT PROCEDURE FOR APPROVAL. THE THE LOCATIONS SHOWN ON THE PLANS HAVE BEEN DETERMINED BY AS -BUILT DRAWINGS ELECTRICAL MAINTENANCE DEPT. SHALL REVIEW AND STATE FINAL LOCKOUT RULES. 12. SHOP DRAWINGS SHALL BE SUBMITTED INCLUDING BUT NOT LIMITED TO THE FOLLOWING EQUIPMENT AND ARE NOT INTENDED TO PROVIDE EXACT LOCATIONS, TYPE OF COMPONENT NOR CONTRACTOR SHALL NOT RELY UPON DEACTIVATION OF THE CIRCUITS LIGHTING ASSEMBLIES, SPLICE KITS, PULL BOXES, CONDUITS, CABLE, LOAD CENTER, PEDESTAL, GATE MANNER OF CONSTRUCTION AND SHOULD NOT BE SCALED FROM DRAWING. THE LOCATION BY THE TOWER OR BY OTHERS. OPERATOR, KEY PADS, LOOP DETECTOR, COMPLETE ELECTRICAL GATE SYSTEM AND WATER OF MANHOLES, PULL BOXES, JUNCTION BOXES, ETC. ALONG WITH THE ROUTE(S) (AND PROOF SPLICE KITS. IDENTIFICATION) FOR CIRCUITS SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM 6. THERE SHALL BE NO SPLICES OF CONDUCTORS BETWEEN LIGHTS OR IN CONDUITS OR AS -BUILT DRAWINGS PROVIDED BY ST. LUCIE COUNTY AVIATION DEPARTMENT AND SHOULD DUCTS. SPLICES SHALL BE PERMITTED IN PULL, BOXES AND OTHER APPROVED LOCATIONS 13. THE CONTRACTOR IS RESPONSIBLE TO TEST ALL SYSTEMS AND REPAIR, OR REPLACE ALL BE FIELD VERIFIED. IT IS THE CONTRACTOR RESPONSIBILITY TO VERIFY AND SHALL SATISFY USING L-823 CONNECTORS FOR FAA EQUIPMENT AND CONVENTIONAL ELECTRICAL SYSTEMS. DEFECTIVE WORK TO THE SATISFACTION OF THE OWNER. HIMSELF AS TO THE LOCATION OF ALL UNDERGROUND FACILITIES WITHIN THE AREA OF 3M WATERTIGHT HEAT SHRINK KITS SHALL BE USED. CONSTRUCTION, ALL EXISTING UTILITIES, CABLES, EQUIPMENT, DEVICES DAMAGED IN THE 14. ALL EQUIPMENT FURNISHED AND INSTALLED BY THE CONTRACTOR SHALL BE GUARANTEED COURSE OF THIS CONTRACT SHALL BE IMMEDIATELY REPAIRED AT THE EXPENSE OF THE 7. WHEN THERE IS MORE THAN ONE CIRCUIT IN A CONDUIT, THE CIRCUIT NUMBERS OF EACH AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE CONTRACTOR. WHERE ANY ITEM IS FOUND TO BE LOCATED DIFFERENTLY THAN IS SHOWN CONDUCTOR SHALL BE IDENTIFIED BY PERMANENT BRASS TAGS (SEE DETAIL) IN EACH OF ACCEPTANCE. ON THE DRAWINGS, THE ACTUAL LOCATION SHALL BE IMMEDIATELY MEASURED AND MANHOLE, JUNCTION BOX AND LIGHT BASE. ALL PROPOSED CONDUCTORS SHALL BE TESTED RECORDED ON THE RECORD DRAWING. FOR INSULATION RESISTANCE PRIOR TO CONNECTING TO EXISTING CIRCUIT, USING A 1000V 15. COORDINATE ALL ELECTRICAL EQUIPMENT LOCATIONS AND POWER REQUIREMENTS AND VERIFY 2. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING UTILITY COMPANIES AND FAA TO MEGOHMMETER. CIRCUITS OR NEW PORTIONS OF CIRCUITS SHALL BE AS COMPLETE AS POSSIBLE FOR TESTING. ALL TESTING SHALL ALL OBSTRUCTIONS WITH ALL SUBCONTRACTORS AND EQUIPMENT SUPPLIERS PRIOR TO ANY IDENTIFY BE WITNESSED BY THE OWNER. INSTALLATION. AND LOCATE ANY UNDERGROUND UTILITIES AND/OR CABLE WITHIN THE PROJECT LIMITS. THE CONTRACTOR SHALL ASSIST UTILITY COMPANY IN EFFORTS TO FIELD VERIFY 8• CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING ALL CABLE ROUTING AND CIRCUIT 16. THE DRAWINGS ARE NOT INTENDED TO SHOW THE EXACT LOCATION OF CONDUIT RUNS. THESE UNDERGROUND UTILITIES. THE CONTRACTOR SHALL REVIEW ALL AIRFIELD UTILITIES WITH DESIGNATIONS ON THE "AS -BUILT" DRAWINGS. ARE TO BE COORDINATED WITH OTHER TRADES SO THAT CONFLICTS ARE AVOIDED PRIOR TO AIRFIELD MAINTENANCE BEFORE BEGINNING WORK. INSTALLATIONS. 9. CONTRACTOR SHALL MARK THE LOCATION OF ALL NEW DUCT BANKS WITH CONCRETE DUCT 3. TEMPORARY WIRING SHALL ALSO BE REQUIRED TO MAINTAIN THE TAXIWAY EDGE LIGHTING MARKERS IN UNPAVED AREAS SPACED NOT MORE THAN 100' APART (SEE DETAIL) AND 17. AIRFIELD CONDUCTORS SHALL BE FAA APPROVED 5KV L-824 CABLE. AIRFIELD VAULT AND GROUND SYSTEM AND RUNWAY EDGE LIGHT SYSTEM INCLUDING LIGHTED SIGNS AND HOLD BARS, IN WITH PAINTED MARKINGS AT THE EDGE OF PAVED AREAS. CONDUCTORS SHALL BE 600V, XHHW BELOW FINISHED GRADE AND WET LOCATIONS OTHERWISE THWN/THHN OPERATING CONDITION AT THE END OF EACH WORK PERIOD. CONTRACTOR SHALL PROVIDE SHALL BE INSTALLED ABOVE FINISHED GRADE (UNLESS OTHERWISE NOTED). TEMPORARY CABLES FOR TEMPORARY LIGHTS. TAXIWAY EDGE LIGHTS SHALL REMAIN IN OPERATING CONDITION 10. CONTRACTOR SHALL PROVIDE ALL CONNECTOR KITS, HEAT SHRINK KITS, BRASS TAGS, AND FOR ALL TAXIWAYS WHICH ARE OR COULD BE OPENED TO TRAFFIC ALL INCIDENTIALS THAT WILL ALLOW FOR QUALITY ASSURANCE OF SUCCESSFULY 18. SCHEDULE 40 PVC SHALL BE USED UNDERGROUND. ALL ABOVE GRADE CONDUITS SHALL BE AT THE END OF THE WORK PERIOD. OTHER LIGHTING SYSTEMS WITHIN THE WORK AREA, AND DISCONNECTING AND RECONNECTING CIRCUITS. SHALL BE TAKEN OUT OF SERVICE WHEN REQUIRED BY CONSTRUCTION AND SHALL BE RIGID GALV. STEEL. MINIMUM CONDUIT SIZE SHALL BE 3/4 . RESTORED AT THE EARLIEST POSSIBLE DATE. BUT IT IS NOT PERMISSIBLE TO ALLOW PORTIONS OF EXISTING SYSTEMS EXTENDING BEYOND THE WORK AREA TO BE AFFECTED. 19. FLEXIBLE CONDUITS SHALL BE USED TO TERMINATE ALL MOTORS AND OTHER VIBRATING TEMPORARY WIRING SHALL BE PROVIDED TO MAINTAIN CONTINUITY OF TAXIWAY EDGE EQUIPMENT AND SHALL BE BETWEEN 18" AND 36" IN LENGTH. LIGHTS AND RUNWAY EDGE LIGHTS, ETC. EXTENDING BEYOND THE WORK AREA. 20. TYPEWRITTEN PANEL SCHEDULES SHALL BE INSTALLED IN EACH PANELBOARD, AND TERMINAL 4. TEMPORARY CABLE MAY BE INSTALLED IN DUCTS OR LAID ON THE SURFACE OF THE BLOCK SCHEDULES IN EACH CONTROL CABINET. PAVEMENT IN AREAS NOT SUBJECT TO AIRCRAFT OR TRUCK TRAFFIC, AND ANCHORED AT FREQUENT INTERVALS TO PREVENT MOVING. NO SEPARATE PAYMENT WILL BE MADE FOR 21. �� �� ALL REFERENCES TO A MANUFACTURER ARE GIVEN ON AN FAA APPROVED EQUAL BASIS. TEMPORARY WIRING TO MAINTAIN EXISTING SYSTEMS IN OPERATION OR TO BYPASS SEGMENTS OF EXISTING SYSTEMS. ALL COSTS INCIDENTAL THERE TO SHALL BE 22. ALL SPARE CONDUITS SHALL BE CAPPED WITH A PVC CAP. CONSIDERED INCIDENTAL TO THE PROJECT. 23. ALL CIRCUITS SHALL BE IDENTIFIED IN PULL BOXES, LIGHTING FIXTURES, LOAD CENTERS. IDENTIFICATIONS SHALL MATCH PANEL SCHEDULE. 24. EXPOSED RUNS OF CONDUITS SHALL BE INSTALLED WITH RUNS PARALLEL OR PERPENDICULAR TO WALL, STRUCTURAL MEMBERS OR INTERSECTIONS OF VERTICAL PLANES AND CEILINGS, WITH RIGHT ANGLE TURNS CONSISTING OF SYMMETRICAL BENDS OR PULL BOXES AS INDICATED ON THE DRAWINGS. BENDS AND OFFSETS SHALL BE AVOIDED WHERE POSSIBLE. 25. ALL CONDUITS PENETRATING RATED FIRE WALLS OR RATED FIRE FLOORS SHALL BE U.L. APPROVED DEVICES TO MAINTAIN THE FIRE RATING OF THE FLOOR OR WALL PENETRATED. 26. BALANCE ALL LOADS AT END OF PROJECT WITH ALL LIGHTING LOADS ON 100%. U Z_ M M J LL O J r Z > O p I H N Q co • J f% �/ U) or F in o�S z U- z J o oM X W u u. N W M a W Z � z Z I z Q W V F W v Q Q z J 0 x J � a ` 5 o z 0 N O F- CC O a O CC m J C7 Lu Z d J OC O O a P U L z a >= m Z W I- W a i- z J p m Z ® Z O Z � a Q W � a U U O Z J U U I- W w U H U LL J :D I= W J W �- W U) 2 EE W a 0 h = 0 p U U 0 F o m E w d 3 u v x zcm BID SET MAY 18, 2001 - HILLERS ELECTRICAL PROJECT No. ENGINEERING, INC. 23257 STATE ROAD 7, SUITE 100 5135.11 BOCA RATON, FLORIDA 33428 SHEET No. (561) 451-9165 (561) 451-4886 FAX LICENSE NO: EB 0006877 E-1 F 0 d z 7 IV EXIS77NG ASPHALT AIRFIELD APRON ----- - LO k k In � x � Z G°osT' z m 1211 A Ir7YP.) X (' m SEPTIC h a b TANK• x I Q ..... .. .. AIRPORT TERMINAL BUILDING, ............."'.TO REMAIN'.'.'.'.'.'::...... I EXIS77NG BUILDING ROOF' %% 1 ...... WITH OVERHANG SHOWN: SEPTIC 8'LDG... 3000 \ TANK \I \\ I .. .:. ..'. 1 k(11 I 1 ....... .... ... r GATE 9 i I icc� I f I r I 11 i t I O 5 0 / r / l / F z I I I IZ I I I I I II ti I I I �I Irl z _k C APRON z o i W h I O I Z k to Icn I I I I I I I may I I I I 1 r 11 I 1 ----- - I 1 I I tld r- 1 O IIV� I 1 1 I \ t-- IL a I \ -2-r- EXIST OVERHEAD UPLITY i i \Y EXIST. OVERHEAD UpIITY II SIGN WOOD a LP SIGN WOOD EXISTING FENCE 0 Q 0 I p I I rry I I o. I i I I i I G R A S S SIGN MAIL BOX 0 �2.,O ON GATE #1 OPERATOR MATCH LINE SEE SHEET 4 EXISTING APRON 55 GAP SCALE 1" = 30' / C) 5 P c, a BID SET MAY 18, 2001 HILT,ERS ELECTRICAI ENGINEERING, INC 23457 STATE ROAD 7, SUITE 100 I3OCA RATON, FLORIDA 33428 (561) 451-9165 j (561) 451-4886 FAX z 0 N I ul 0) X Ll M 00 I A rn W Z O EL �I0 liI Z 0 I— o� pC Z Q � Q 0 a Zz o t— Q H o I- U cf) LL Q cn Z 0 J >- F- J Q = Z 0 0 >. Z a ~ 0 F- Z C3 W J UJ C.1 0 Z LLI J U U Lu LLI W H co U LL 0 J � LL1 cc ^LryEI CL O I 0 `nCD u o E N M Z O C U U N7 m 3 o 0 L�L PROJECT No. 5135.11 SHEET No, E-2 MATCH LINE SEE SHEET 2 kLu S I� W IW U) Lu Z J S F- — --4- �I i EXISTING 6' HIGH CHAIN LINK FENCE I 24' DOUBLE SWING GATE —X— i' EXISTING 6' HIGH / CHAIN LINK FENCE \ 20' SLIDE GATE — PAN AM BL VD i 1 i 1 i i I I ' I I I I I I I 1 1 L I I I 1 I I I I i I I 1 t 1 I I 1 1 I 1 I I I I I I i I I 1 1 V1 I 1 00 I IUI �1 IWI I �T I I�-I 21 II Lcap IQI W X j I I O I I I (0 I ICI O rz I Q I I 1 tiI I I I I I I I I I I I I I I I) I I I I 1 I I t\ I I 1 I I I I I P I! I I I I I I I I I I I 1 I 1 I � � I I ICI I 101 'k' I 101 IWI I Icl I I I Itil I r � k I W I I ,Her I i I I I I 1 I I I 1 I I 1 I I I 6 I I I i I 1 I I I 1 1 1 I I 1 a_ I I I � I x I a A 'SI' ' n NEW/ PARG I � I , 1 ' I • 1 I i i I 1 I , I I •. ' I I ' I i ' I 1 I I I I , I I I � ' I ' 1 ' W P I to ti I I h I 4k1 * I � 1 I I 1 I I , I I 1 ' I I I I I I I I I I I I I 0 II I I 1 I , I , I , L , 1 , I EXISTING TAXI H T 00 -> TO BE REMOVE rcoNc POST U I , POST NII kx i� i i ♦♦♦ C] f(I xx. CONC. 1 6) q ` ------------------- — -------- / ---- z ------ ----------- — .............. --Y----------—_ --- - - - - ---------------------------=------- LI }----- TS G R A S S(T1P) `- POST I P �• I � k I I I 9 3 I I I ! I 1 I 1 I A S P H A 1 I w 3 i I j to D 9 , I 0 z F I 1 I W ' � I I I 11 I I I ® C. B. S. ONE STORY MAINTENANCE BUILDING 5 NEW G T #2 AND OPERA TOR B MA I L;H LINE 5EE SHEE I b G R A S S 5 5 G ?- 01 SCALE I"=30' I u BID ISET MAY 18 2001 HILLERS ELECTRI ENGINEERING, NC 23257 STATE ROAD 7, SUITE 100 BOCA RATON, FLORIDA 33 28 (561) 451-9165 (561) 451-4886 FAX —;=tiENBE-rose-EB-oe U Z M M N _I p /� D� O J W >- Q N p O � Luto HN q to N J u') �y V) K F Of O u') W z u- Q Z Q O X Q Lu W LL 1n co I— W W co _ > co z ui a rn c 9 w � c z F 0 v QJ z in Q O J w a 3 z z 0 N ~ _® F- Q Z Q � Q Q W Q Z Z J _o H /Q U Q LL Q to U_ U F. J =) Z Z 0 U Lu I— Q M Lu U W ® Z °� J U U Lu Z N FF U LL X LU J LIJ Q F- W cl) Lu C. 0 010 S p U 0 N p O E N y v W C Y D z O y 3 U v r7 v 0 0 u :2 i n 1V PROJECT No. 5135.11 SHEET No. E-3 ELECTRICAL INSTALLATION NOTES 6 _7 EXISTING US CUSTOMS BUILDING ELECTRICAL ROOM (EXISTING) MAIN "AC" PANEL n O1 I— — — -- _ j EXISTING MAINTENANCE BUILDING m GATE POWER CONTROLLER PEDESTA #1 #2 0 O1 CONTRACTOR SHALL PROVIDE AND INSTALL 1-2P-40AMP BREAKER IN EXISTING PANELBOARD "AC" COMPLETE IN PLACE. Ll O2 CONTRACTOR SHALL PROVIDE AND INSTALL 3#4, 1#6EG, 1 1/4" CONDUIT FROM EXISTING PANELBOARD "AC" LOCATED IN THE U.S. CUSTOMS BUILDING ELECTRICAL ROOM TO NEW GATE #1 LOADCENTER. INCLUDES CORING EXISTING CONCRETE WALL AND SEALING, TRENCHING, BACKFILL AND ASPHALT REPAIR. SYSTEM COMPLETE IN PLACE. O3 CONTRACTOR SHALL PROVIDE AND INSTALL 1-3/4" CONDUIT FROM ELECTRICAL ROOM TO NEW GATE CONTROLLER/OPERATOR UNIT. INCLUDES CORING EXISTING CONCRETE WALL, SEALING, TRENCHING, BACKFILL AND ASPHALT REPAIR AND PULL STRING FOR FUTURE TELEPHONE CIRCUIT. SYSTEM COMPLETE IN PLACE. 3/4"C TO SAFETY LOOP ® CONTRACTOR SHALL PROVIDE AND INSTALL 100 AMP, 120/240 VOLT. SINGLE PHASE, 12 POLES LOAD 3/4"C TO ENTRY LOOP CENTER WITH 30 AMP MAIN BREAKER, 1P-30 AMP BREAKER FOR GATE CONTROLLER, 1P-20 AMP 3/4"C TO EXIT LOOP BREAKER FOR LIGHTING POLE. LOAD CENTER TO BE NEMA 3R ENCLOSURE, MOUNTING PEDESTAL, 6#14, 3/4"C TO ENTRY KEY PAD GROUNDING COMPLETE IN PLACE. SEE DETAIL. 6#14, 3/4"C TO EXIT KEY PAD O CONTRACTOR SHALL PROVIDE AND INSTALL 2#12, 1#12EG, 3/4" CONDUIT FROM LOAD CENTER, 1P-20AMP BREAKER TO NEW GATE SECURITY LIGHT POLE. MAKE ALL CONNECTIONS NECESSARY FOR A COMPLETE 5 WORKING SYSTEM IN PLACE. © CONTRACTOR SHALL PROVIDE AND INSTALL 2#6, 1 #6EG, 1 1/4" CONDUIT FROM LOAD CENTER 1 P-30 AMP BREAKER TO GATE CONTROLLER/OPERATOR. MAKE ALL CONNECTIONS FOR A COMPLETE WORKING SYSTEM IN PLACE. GATE No.1 RIBBER DIAGRAM NOT TO SCALE O7 CONTRACTOR SHALL PROVIDE AND INSTALL 1-25 FOOT CONCRETE POLE WITH 175 WATT METAL HALIDE, KIM SHOEBOX FIXTURE, MULTI -TAP BALLAST COMPLETE IN PLACE. SEE DETAIL * SEE SECURITY GATE EQUIPMENT INSTALLATION PLAN SHEET. ® CONTRACTOR SHALL PROVIDE AND INSTALL 2-2P-40AMP BREAKER IN EXISTING PANELBOARD "DP" COMPLETE IN PLACE. ® CONTRACTOR SHALL PROVIDE AND INSTALL 3#4, 1#6EG, 1 1/4" CONDUIT FROM EXISTING PANELBOARD "DP" LOCATED IN THE MAINTENANCE BUILDING ELECTRICAL ROOM TO NEW GATE #2 LOADCENTER. INCLUDES CORING EXISTING CONCRETE WALL AND SEALING, TRENCHING, BACKFILL AND ASPHALT REPAIR. SYSTEM COMPLETE IN PLACE. 10 CONTRACTOR SHALL PROVIDE AND INSTALL 3#4, 1#6EG, 1 1/4" CONDUIT FROM EXISTING PANELBOARD "DP" LOCATED IN THE MAINTENANCE BUILDING ELECTRICAL ROOM TO NEW GATE #3 LOADCENTER. INCLUDES CORING EXISTING CONCRETE WALL AND SEALING, TRENCHING, BACKFILL AND ASPHALT REPAIR. SYSTEM COMPLETE IN PLACE. n n 8 11 CONTRACTOR SHALL PROVIDE AND INSTALL 2#8-5KV L-824 CONDUCTOR IN 1-2" CONDUIT FROM NORTHSIDE EXISTING TAXIWAY LIGHT ACROSS EXISTING ASPHALT TAXIWAY "E" TO EXISTING SOUTHSIDE 3/4,. C TO SATEY LOOP TAXIWAY LIGHT AND CONNECT TAXIWAY "E" CIRCUIT. INCLUDES TRENCHING IN EXISTING ASPHALT, LL3/4-C TO ENTRY LOOP 6#14, 3/4"C TO ENTRY KEY PAD ASPHALT REPAIR, CONNECTORS, CONDUCTORS, HEAT SHRINK, LABOR AND ETC. FOR A COMPLETE 9 6 4C TO EXIT LOOP WORKING SYSTEM IN PLACE. (SEE DETAIL). 6#14, 3/4"C TO EXIT KEY PAD CONTRACTOR SHALL REPLACE THE EXISTING TAXIWAY LIGHT LENS WITH A NEW RED TAXIWAY LENS ON n I I EXISTING TAXIWAY STAKE MOUNTED FIXTURE. GATE No.2 AND No.3 RISRER DIAGRAM NOT TO SCALE * SEE SECURITY GATE EQUIPMENT INSTALLATION PLAN SHEET. GATE CONTROLLER/OPERATOR �/� •� 1� , • ' �� 6' MAX. / 'L SECURITY AREA J '\ GATE POWER PEDESTAL / �%�� = y— _ EXIT LOOP CAT. # DESCRIPTION ELI-SL-3000UL-DM DEDICATED 1/2HP CONTINUOUS DUTY MOTOR, ONE FOR EACH DIRECTION ELI-DC-1000SL BATTER BACKUP POWER UNIT FOR OPERATOR ELI-MG-1300 OUTDOOR 13001b MAGLOCK WITH JUNCTION BOX AND MOUNTING BRACKETS. ELI-ELD ELITE'S PLUG-IN LOOP DETECTOR LIN-AK-1 OUTDOOR DIGITAL STAND-ALONE ALL -METAL KEYPAD, 460 USER CODES LIN-AKR-1 OUTDOOR DIGITAL STAND-ALONE ALL -METAL KEYPAD WITH BUILT-IN RADIO, 460 USER CODES UN-MT-1 SINGLE CHANNEL HAND MINI TRANSMITTER MIS -PEDESTAL ALUMINUM GOOSE NECK PEDESTAL, 40 INCHES HIGH, ANCHORS TO CONCRETE SLAB, POWDER COAT WHITE OR BLACK MIS-OMRONE3K REFLECTIVE PHOTOCELL WITH BRACKET, 28-220VAC/DC. A L 1 SAFETY LOOP J ENTRY KEYPAD ENTRY LOOP GATE SERVICE EQUIPMENT LAYOUT NOT TO SCALE * SEE SECURITY GATE EQUIPMENT INSTALLATION PLAN SHEET. y • EXIT KEYPAD T X I xY\— BID SET MAY 18. 2001 HILLERS ELECTRICAL ENGINEERING, INC. 23257 STATE ROAD 7, SUITE 100 BOCA RATON, FLORIDA 33428 (561) 451-9165 (561) 451-4886 FAX LICENSE NO: EB 0006877 N U M Z M M J ILUi Q J r Z > r ®� w Ln p I H V' a oa w o Z 0Z0X J M u- W_ t U. I- W w Z _ > Z W 0U) to z w rn Q_j p _ (n Q z z O J 0 � a j o 7� z s N z O F- CC O a CL_ 6 cc Q =C Q z Q z a Q O Q J � LL Q Q Lu I— J W z M Z ® cn O HZ Q cc w z O L.Li � O Z a J uu W I•- cn U LL J LV �- W U w a 01 M p U n p C) Ew� O C L Y L a Z n cm 3 PROJECT No. 5135.11 SHEET No. E-4 NOTE: EQUIPMENT CATALOG NUMBERS ARE BASED ON SECURITECH INTERNATIONAL., INC. CONTRACTOR SHALL SUPPLY EQUIPMENT LISTED OR APPROVED EQUIUPMENT. LUMINAIRE SHALL BE KIM CAT. NO. 1A/AR3/175MH/DB-P/TL PANELBOARD, SQUARE "D", QOD, CLASS 1130, 1 PH, 3W WITH MAIN LUGS ONLY, NEMA 3R ENCLOSURE 2" RGS PIPE STAND WITH CAP (TYP) PAINT PIPE WITH TWO COATS OF BITUMASTIC PAINT FROM BOTTOM OF PIPE TO 6" _ S O ABOVE GRADE o 25' CONCRETE POLE 1-5/8x3" HOT DIPPED C4 GALVANIZED CHANNEL 1 3 (TYP) U M 3/8" SS BOLTS AND Z M M NUTS (TYP.) 3/4"C, #6 G HANDHOLE, 2 HEB-A IN LINE FUSE OC o w #6 GROUND WIRE FINISHED GRADE HOANDHOLE COVERLDERS AND 2 KSCR WS SHALLSBE Q oLO TAMPER RESISTANT. CONTRACTOR SHALL Q SIZE HANDHOLE ACCORDINGLY TO ACCOMODATE FUSE HOLDERS AND FUSES w o 6 BELOW AND SHALL SUPPLY OWNER WITH PROPER z 4.. �4 D 12" CONCRETE ENVELOPE FINISH GRADE TOOL FOR REMOVING SCREWS. p a o a 4 .1 (2000 PSI) 6" p, .,...,.� p. P FINISH GRADE 0 w s l:: :o- 8: k ..p:,�'' 00 LL N w15 Li cr,) to - to 5/8" DIAx20' COPPER " �I Ill Ilr III _ili _ CLAMP GROUND ROD SEE SITE PLAN FOR CONDUITS SIZE ll- -ill_- cV N WITH APPROVED BRONZE AND CONDUITS RUN. 5'-0" MIN. GROUND CONNECTOR SEAL CONDUITS ENTERING EQUIPMENT z w WITH ELECTRICAL DUCT SEAL CONDUIT TO NEXT � SEE SITE PLAN FOR CONDUIT SIZE a a z POLE AND AMOUNT OF CONDUCTORS J J O U � a INSTALLED IN EACH. Z 0 GATE POWER PEDESTAL 5/8" DIA X 10' COPPER CLAD GROUND cq NOT TO SCALE ROD WITH 46 GROUND WIRE ELECTRICAL NOTES : 10 PROVIDE GROUNDING OF ALL METAL SUPPORTS AND EQUIPMENT ATTACHED BY A MECHANICAL LUG AND BOLTED TO EQUIPMENT AND CONNECTED TO GROUNDING SYSTEM. O2 SEE ELECTRICAL SITE PLAN AND RISER FOR CONDUIT SIZE, CONDUIT ROUTING AND EQUIPMENT LOCATIONS. CONTRACTOR SHALL COORDINATE; LOCATE EXISTING UTILITIES AND ADJUST LOCATIONS ACCORDINGLY. 30 THE PEDESTAL SIZE SHALL BE ADJUSTED IN THE FIELD AT NO ADDITIONAL COST TO THE OWNER IN ORDER TO ACCORDODATE THE DIFFERERNT EQUIPMENT SIZES AS SPECIFIED. HEAVY DUTY, SKID RESISTANT & TRAFFIC RATED COVER, BOLTED DOWN, MARKED "LIGHTING" ATTACH SYSTEM GROUND CONDUCTOR TO #6 AWG. AND SEAL BOX ACCORDINGLY WITH APPROVED 3M WATERTIGHT SEALER. %/r 8 \\ p)z ALL UNDERGROUND SPLICES SHALL BE MADE WITH APPROVED MANUFACTURED SEE NOTE #28 ON SHEET E-1 FINISH GRADE -DIRECT BURIED 8" IDENTIFICATION TAPE (TYP.) PULL BOX W/BASE, 13 1/4"X11 1/4"X12" I.D. MINIMUM SIZE, CONTRACTOR SHALL ENLARGE SIZE TO AJ' co MEET NEC WHEN NEEDED AT HIS OWN EXPENSE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 8" CRUSHED STONE OR GRAVEL FOR DRAINAGE SEE PLAN FOR CONDUIT AND WIRE REQUIREMENTS #6 AWG & 5/8" DIA.x10' MINIMUM EXOTHERMICALLY WELDED GROUND ROD. QUAZITE PULL BOX DETAIL NOT TO SCALE GATE LIGHTING POLE DETAIL NOT TO SCALE NOTE: ALL POLE INSTALLATIONS SHALL BE SUITABLE FOR 120 MPH WIND WITH 1.3 GUST FACTOR. THE CONTRACTOR SHALL INCLUDE WITH THE SHOP DRAWING SUBMITTAL, A POLE WIND LOADING CALCULATION SEALED BY A STRUCTURAL ENGINEER REGISTERED IN FLORIDA SHOWING THAT THE PROPOSED INSTALLATIONS WILL MEET THE GIVEN WIND LOADING REQUIREMENT. LINE OF LIGHT EXISTING L-830 TRANSFORMER PROVIDE NEW L-823 CONNECTORS HEAT SHRINK TUBING SHALL BE ONE-PIECE TO COVER ENTIRE CONNECTOR (TWO PIECE KITS SHALL NOT BE USED) z z � z LLJ LEAVE 3' OF SLACK MIN. EACH PRIMARY CABLE 6" MIN. TRENCH EXISTING LIGHT STAKE PROVIDE NEW BRONZE SPLIT -BOLT CONNECTOR NO.6 BARE COUNTERPOISE 1 /C #8, 5KV, L-824/C CABLE PLAN VIEW EXISTING STAKE MOUNTED LIGHT NOT TO SCALE BID SET MAY 18, 2001 HILLERS ELECTRICAL ENGINEERING, INC. 23257 STATE ROAD 7, SUITE 100 BOCA RATON, FLORIDA 33428 (561) 451-9165 (561) 451-4886 FAX LICENSE NO: E8 0006877 O DC Q O O a Q � J � Q p <t Z 0 Z O a J O U � LL Q Cn W Z ® ® } 0c Z I— W Q J Z 1— J Q :D z o U O Z Q W_ Z O C) U Z_ W � J U U w W W N U LL W F- W cn g w a \ N J 0 m £ w m O M ZTw PROJECT No. 5135.11 SHEET No. E-5 EXISTING ASPHAL T AIRFIELD / PHASE I ZONE VALVE NUMBER PROJEC T L OCA TION NOZZLE LEGEND NTC L C If Of a v C a a 11.15.00 Preliminary Plan review - 30% completioi 12.14.00 Final Plan review - 95% completion 01.12.01 Final Plan review - 100% completion I 1 ST. LUCIE COUNTY INTERNATIONAL AIRPORT Fort Pierce, FL IRRIGATION PLAN Project #:00.141 Designed by: CS ?• Scale: i "=20' Drawn by: CS /? A RAINBIRD 15F 3.70 GPM ®30 PSI P RAINBIRD 8H-FLT .52 GPM ®30 PSI B RAINBIRD 15TQ 2.78 GPM ® 30 PSI Q RAINBIRD 8T-FLT .35 GPM 0 30 PSI C RAINBIRD 15H 1.85 GPM ® 30 PSI R RAINBIRD 80-FLT .26 GPM ® 30 PSI ?, D RAINBIRD 15T 1.23 GPM 0 30 PSI S RAINBIRD 517 .41 GPM ® 30 PSI ♦ E RAINBIRD 15Q .93 GPM 0 30 PSI T RAINBIRD 5H .20 GPM 0 30 PSI ♦ ♦ F RAINBIRD 12F 2.6 GPM 0 30 PSI U RAINBIRD 5T .13 GPM 0 30 PSI "" /?, ♦ G RAINBIRD 12TO 1.95 GPM 0 30 PSI V RAINBIRD 5Q .10 GPM 0 30 PSI H RAINBIRD 12H 1.30 GPM ® 30 PSI W RAINBIRD 15SST 1.21 GPM ® 30 PSI I RAINBIRD 12T .87 GPM 0 30 PSI X RAINBIRD 15EST .61 GPM ® 30 PSI J RAINBIRD 120 .65 GPM ® 30 PSI Y RAINBIRD 15CST 1.21 GPM 0 30 PSI K RAINBIRD 1OF-LA 1.57 GPM ® 30 PSI Z RAINBIRD 130OA-F 1.9 GPM 0 30 PSI L RAINBIRD 1OH-LA .79 GPM ® 30 PSI AA RAINBIRD 5F-B 1.50 GPM 0 30 PSI M RAINBIRD 1OT-LA .52 GPM 0 30 PSI BB RAINBIRD 5H-B 1.0 GPM 0 30 PSI N RAINBIRD 10Q-LA .39 GPM 0 30 PSI CC RAINBIRD 50-B .50 GPM 0 30 PSI Christopher L. Spain, 0 RAINBIRD 8F-FLT 1.05 GPM ® 30 PSI DD RAINBIRD 5CST-B � .50 GPM ® 30 PSI 2306 N Ginger Terrace, Jensen ch, Florida 34957 34957 �561) J \ Phone 334-1616 Fax (561i334-1617 / ry V/ MATCHLINE SCALE 1"=20' Phase 1 Irrigation Pipe Table Length Symbol Pipe 870' - - - - - 2" Schedule 40 PVC Mainline 4" PVC Sleeve (Existing) Irriqation Equipment Table Quantity Symbol Equipment 18 0 RAINBIRD ELECTRIC VALVE MODEL 150-PGA 1 ® RAINBIRD CONTROLLER MODEL ESP-20LX+ W/ MINI-CLIK RAIN SENSOR 1 ® HYDROTEK PUMP START RELAY MODEL 1522 1 ® GOULDS PUMP MODEL GT15 IRRI-GATOR (1.5 HP) 1 0 2" WELL - EXISTING 1 LJ IHOT BOX/PUMP GUARD ENCLOSURE MODEL - PG4000 OR EQUAL 411 x 41"W x 45"H Irrigation Heads Table Quantity Symbol Sprinkler Heads 56 a RAINBIRD XERI-BUBBLER SXB-180-050 5 ♦ HUNTER PGP ROTOR HEAD Nozzle 9 360 59 ® HUNTER PGP ROTOR HEAD Nozzle 7 ADJ 15 V HUNTER PGP ROTOR HEAD Nozzle 6 Low Angle ADJ 186 69®O RAINBIRD 1804 (4") FIXED SPRAY HEAD 52 10e 00 e e RAINBIRD 1812 (12") FIXED SPRAY HEAD 10 1 O e C RAINBIRD 1800 SHRUB ADAPTER ON RISER DL,LECTIWE ®ESIGNW '� I�nd.ape l tc and PAydo 0=6 Dea* 151 SW Flagler Ave. Stuart, Ff. 34994 Ph: 561/223-5000 FAX: 561/223-5065 email: cdlOecqual.net Margaret 1. Whitmer. RLA Florida License #1036 • .r Sheet 1 of 7 P P P N L L � P M , A N I I I Z I I I L I I I m l I I L I I I I I I L I I I I I I h> L I I I o I I IC L I I I I I L L I I I I I I I I I I I I L L j I I I I I J I I I I L H I I I I I l 1/2' I I I I 1 H H All 1 I \ \ PHASE 1 r-ZONE VALVE NUMBER Al '2" 32.4 VALVE S/ZEJ LGALLONS PER MINUTE i I r r r rrrre• r r �� r r rrrrr i r:?., er� - 00 i I .4" SI .1" 1.9 L /2" Q CL 4" Sleeve E " Sleeve N K � 11.15.00 IPrellminory Plan review - 30% completion 12.14.001 Final Plan review - 95% completion 01.12.01 final Plan review - 100% completion L. / PHASE I L Z MATCHLINE - SEE SHEET 1 1v a M all No M �I 11_l0: In I L I 1 0 W L ' PHASE 2 ' b Z 'I INSTALL ALL COMPONENTS � L 1" � I INSIDE PUMP ENCLOSURE o �g� S T. L U C I E L I ,,-IRRIGATION CONTROLLER `- �� I -PUMP STARTER -�- d COUNTY k I IRRIGATION PUMP STATION .-.,-..4 t- PUMP ENCLOSURE INTERNATIONAL L � ' AIRPORT L j 2 "WELL L A18 I ON CONC. PROJECT LOC/1 TION NTc Fort Pierce, FL i-1�2" 24,0 L A5 I L L 1/2" 1-1�223,9 \�tij F 1 " C 4" Sleev 1 3/4"I I / C 1/2" C / / i 0 I I I I II II II II M HLIN EE-SH 3 �® _� � SCALE 1"= 20' NOZZLE LEGEND A RAINBIRD 15F 3.70 GPM ® 30 PSI P RAINBIRD 8H-FLT .52 GPM ® 30 PSI B RAINBIRD 15TQ 2.78 GPM 0 30 PSI Q RAINBIRD 8T-FLT .35 GPM 0 30 PSI C RAINBIRD 15H 1.85 GPM 0 30 PSI R RAINBIRD 80-FLT .26 GPM 0 30 PSI D RAINBIRD 15T 1.23 GPM 0 30 PSI S RAINBiRD 5F .41 GPM ® 30 PSI E RAINBIRD 15Q .93 GPM ® 30 PSI T RAINBIRD 5H .20 GPM 0 30 PSI F RAINBIRD 12F 2.6 GPM 0 30 PSI U RAINBIRD 5T .13 GPM 0 30 PSI G RAINBIRD 12TO 1.95 GPM ® 30 PSI V RAINBIRD 5Q .10 GPM 0 30 PSI H RAINBIRD 12H 1.30 GPM 0 30 PSI W RAINBIRD 15SST 1.21 GPM ® 30 PSI I RAINBIRD 12T .87 GPM ® 30 PSI X RAINBIRD 15EST .61 GPM 0 30 PSI J RAINBIRD 12Q .65 GPM ® 30 PSI Y RAINBIRD 15CST 1.21 GPM ® 30 PSI K RAINBIRD 1OF-LA 1.57 GPM 0 30 PSI Z RAINBIRD 130OA-F 1.9 GPM 0 30 PSI L RAINBIRD 1OH-LA .79 GPM ® 30 PSI AA RAINBIRD 5F-B 1.50 GPM ® 30 PSI M RAINBIRD 1OT-LA .52 GPM 0 30 PSI BB RAINBIRD 5H-B 1.0 GPM 0 30 PSI N RAINBIRD 10Q-LA .39 GPM ® 30 PSI CC RAINBIRD 5Q-B .50 GPM ® 30 PSI 0 RAINBIRD 8F-FLT 1.05 GPM 0 30 PSI DO RAINBIRD 5CST-B .50 GPM ® 30 PSI Phase 1 Irriaotion Pipe Table Length Symbol Pipe 870' - - - - - 2" Schedule 40 PVC Mainline 4" PVC Sleeve (Existing) Irriaotion Equipment Table Quantity Symbol Equipment 18 RAINBIRD ELECTRIC VALVE MODEL 150-PGA 1 ® RAINBIRD CONTROLLER MODEL ESP-20LX+ W/ MINI-CLIK RAIN SENSOR 1 ® HYDROTEK PUMP START RELAY MODEL 1522 1 ® GOULDS PUMP MODEL GT15 IRRI-GATOR (1.5 HP) 1 1 0 2" WELL - EXISTING 1 1 LJ IHOT BOX/PUMP GUARD ENCLOSURE MODEL - PG4000 OR EQUAL 411 x 41"W x 45"H Irriaotion Heads Table Quantity Symbol Sprinkler Heads 56 a RAINBIRD XERI-BUBBLER SXB-180-050 5 HUNTER PGP ROTOR HEAD Nozzle 9 360 59 ® HUNTER PGP ROTOR HEAD Nozzle 7 ADJ 15 V HUNTER PGP ROTOR HEAD Nozzle 6 Low Angle ADJ 186 60®G RAINBIRD 1804 (4") FIXED SPRAY HEAD 52 (3e oo e ® RAINBIRD 1812 (12") FIXED SPRAY HEAD 10 O 15 O RAINBIRD 1800 SHRUB ADAPTER ON RISER Project #:00.141 Designed by: CS Scale: 1 "=20' Drawn by: CS Christopher L. Spain, C.I.D. 2308 N Gnir Terrace. Jen each, Florida M957 Phone 561) 34-1616 Fax 5611 334-1617 COLLECTIVE .11 DLSIGM 151 SW Flagler Ave. Stuart, FI. 34994 Ph: 561/223-5000 FAX: 561/223-5065 emolk cdlOscqual.net I Margaret I. Whltmer, RLA Florida License #1038 Sheet 2 of 7 I- LL Cr C Im ev I I I Y I I e r r -r r r r r ssssssss r r or , r rein }� r rsor� I I o I I PHASE 2 o ZONE VALVE NUMBER Ir I I I I I I I I , I I VALVE SIZE GALLONS PER MINUTE I I I I I I I I I � , I I I ; � B11 1-1/2' 32.4 1 I I 11 I I I I I I 1 r B 1 0 1-1/2134.8 I I I I I I I I I I I I I I I I I I I I I i I I 6 I I I I I I I I I I t i I I I I I I I I I B4 - - - - - - - - - - - - i i 1-1/2'42,0 \ 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 -----------------MM J-- MATCHLINE - SEE SHEET 4 MATCHLINE - SEE SHEET 2 r r® r r s r r r r rsr r r rrrrr r r `z K C K C ,K 4" Sleeve K r K C A C r r r r r NOW r r Me G �- r r NORTH SCALE 1" = 20' PROJECT L OCA TION NTc NOZZLE LEGEND A RAINBIRD 15F 3.70 GPM ® 30 PSI P RAINBIRD 8H-FLT .52 GPM ® 30 PSI B RAINBIRD 15TO 2.78 GPM ® 30 PSI Q RAINBIRD 8T-FLT .35 GPM ® 30 PSI C RAINBIRD 15H 1.85 GPM ® 30 PSI R RAINBIRD SQ-FLT .26 GPM ® 30 PSI D RAINBIRD 15T 1.23 GPM ® 30 PSI S RAINBIRD 5F .41 GPM ® 30 PSI E RAINBIRD 150 .93 GPM ® 30 PSI T RAINBIRD 5H .20 GPM ® 30 PSI F RAINBIRD 12F 2.6 GPM ® 30 PSI U RAINBIRD 5T .13 GPM ® 30 PSI G RAINBIRD 12TQ 1.95 GPM ® 30 PSI V RAINBIRD 50 .10 GPM ® 30 PSI H RAINBIRD 12H 1.30 GPM 0 30 PSI W RAINBIRD 15SST 1.21 GPM ® 30 PSI I RAINBIRD 12T .87 GPM ® 30 PSI X RAINBIRD 15EST .61 GPM ® 30 PSI J RAINBIRD 12Q .65 GPM ® 30 PSI Y RAINBIRD 15CST 1.21 GPM ® 30 PSI K RAINBIRD 10E-LA 1.57 GPM ® 30 PSI Z RAINBIRD 130OA-F 1.9 GPM ® 30 PSI L RAINBIRD 10H-LA .79 GPM ® 30 PSI AA RAINBIRD 5F-B 1.50 GPM ® 30 PSI M RAINBIRD 10T-LA .52 GPM 030 PSI BB RAINBIRD 51-1-B 1.0 GPM ® 30 PSI N RAINBIRD 100-LA .39 GPM ® 30 PSI CC RAINBIRD 50-B .50 GPM ® 30 PSI 0 RAINBIRD 8F-FLT 1.05 GPM ® 30 PSI DO RAINBIRD SCST-B .50 GPM ® 30 PSI Phase 2 Irrigation Pipe Table I ength Symbol Pipe 2-1/2" Schedule 40 PVC Mainline 4" PVC Sleeve (Existing) 55' 4" Directional Bore Sleeve Irrigation Equipment Table Quantity Symbol Equipment 13 RAINBIRD ELECTRIC VALVE MODEL 150-PGA 1 ® RAINBIRD CONTROLLER MODEL ESP-16LX+ W/ MINI-CLIK RAIN SENSOR 1 ® HYDROTEK PUMP START RELAY MODEL 1552 1 ® GOULDS PUMP MODEL GT20 IRRI-GATOR (2 HP) 1 1 ® 3" WELL - EXISTING 1 HOT BOX/PUMP GUARD ENCLOSURE MODEL - PG4000 OR EQUAL 41% x 41"W x 45"H Irrigation Heads Table Quantity Symbol Sprinkler Heads 2 V HUNTER POP ROTOR HEAD Nozzle 9 360 67 ® HUNTER POP ROTOR HEAD Nozzle 7 ADJ 172 t9 6 61(9 RAINBIRD 1804 (4") FIXED SPRAY HEAD L C u mi a U C a a 11.15.00 Preliminary Plan review - 30X completioi 12.14.00 Final Plan review - 95X completion 01.12.01 Final Plan review - 100% completion 1 1 1 i 1 1 ST. LU C I E COUNTY INTERNATIONAL AIRPORT Fort Pierce, FL IRRIGATION PLAN Project #:00.141 Designed by: CS Scale: 1 "=20' Drawn by: CS Christopher L. Spain, CID. 2308 N Gi T Terrace, Jens ch. Florida 34957 Phone �561� 334-1616 Fax (5561)334-1617 COLLECTIVE DESI G M Mw ana, %vaba (3a1JAn Demp 151 SW Flagler Ave. Stuart, FI. 34994 Ph: 561/223-5000 FAX: 561/223-5065 email: cdlOecclual.net Margaret 1. Whitmer, RLA Florida License #1038 Sheet 3 of 7 MATCHLINE - SEE SHEET 3 y s - - - - - - - - - - - -=- - - 4" Sle PAN AM BL VD -----®-- Directional bore 4" Sleeve i ssl®- s - I I I I I I I L L I I I I I I I I L L I I I I I I I I I I I I I I L L rB12 I I I T I L L I W I I I I I i I I Q I I I I I I L I c I I I I I I I N L I I I I L I I I 11 1 I H I I � I C I I Sri i i i I " c I I O � Q I I 4" Sleev N C ( I ICI m I I I c F m l IQi I B7 I I,- K C)l i 1-1�2" 25.2 c I I 1-1/124,6 C C O 3/4 K \I 1-1/4 I I I I I I I C K K C I I I I N IN I I PHASE 2 i i i i i t C K ZONE VALVE NUMBER i i l i t C I! I C K I I I I I I l I I K I I I I I c VALVE SIZE GALLONS PER MINUTE �- /// I C s s s m s s s � s s KIN r s s sssss MATCHLINE - SEE SHEET 5 4" SI s s I* sssss s a s s sssss s s ,,.,, FOR E-12 s ssssep s s, sssss s s EXISTIN( HANGAR E 11.15.00 �leellel Preliminary Plan review - 30% compleiloi 12.14.00 Final Plan review - 95% completion 01.12.01 Final Plan review - 100% completion I I i I NEW UNAST. LUCIE PARKING e � ' d s COUNTY INTERNATIONAL 4k AIRPORT One s sssss s sssss s NOW s sssss s s � s s sss� SCALE 1" = 20' PROJEC T L OCA TION NTc NOZZLE LEGEND A RAINBIRD 15F 3.70 GPM ® 30 PSI P RAINBIRD 8H-FLT .52 GPM ® 30 PSI B RAINBIRD 15TO 2.78 GPM ® 30 PSI Q RAINBIRD 8T-FLT .35 GPM ® 30 PSI C RAINBIRD 15H 1.85 GPM ® 30 PSI R RAINBIRD 8Q-FLT .26 GPM ® 30 PSI D RAINBIRD 15T 1.23 GPM ® 30 PSI S RAINBIRD 5F .41 GPM ® 30 PSI E RAINBIRD 150 .93 GPM ® 30 PSI T RAINBIRD 5H .20 GPM ® 30 PSI F RAINBIRD 12F 2.6 GPM 0 30 PSI U RAINBIRD 5T .13 GPM ® 30 PSI G RAINBIRD 12TO 1.95 GPM ® 30 PSI V RAINBIRD 5Q .10 GPM ® 30 PSI H RAINBIRD 12H 1.30 GPM ® 30 PSI W RAINBIRD 15SST 1.21 GPM @ 30 PSI I RAINBIRD 12T .87 GPM ® 30 PSI X RAINBIRD 15EST .61 GPM ® 30 PSI J RAINBIRD 120 .65 GPM ® 30 PSI Y RAINBIRD 15CST 1.21 GPM ® 30 PSI K RAINBIRD 10E-LA 1.57 GPM 0 30 PSI Z RAINBIRD 130OA-F 1.9 GPM ® 30 PSI L RAINBIRD 1OH-LA .79 GPM ® 30 PSI AA RAINBIRD 5F-B 1.50 GPM ® 30 PSI M RAINBIRD 1OT-LA .52 GPM 030 PSI BB RAINBIRD 5H-B 1.0 GPM ® 30 PSI N RAINBIRD 100-LA .39 GPM ® 30 PSI CC RAINBIRD 50-B .50 GPM ® 30 PSI 0 RAINBIRD BF-FLT 1.05 GPM ® 30 PSI DID RAINBIRD 5CST-8 .50 GPM ® 30 PSI Phase 2 Irrigation Pipe Table Length Symbol Pipe 1860' "- -- - 2-1/2" Schedule 40 PVC Mainline 4" PVC Sleeve (Existing) 55' 4" Directional Bore Sleeve Irrigation Equipment Table Quantity Symbol Equipment 13 RAINBIRD ELECTRIC VALVE MODEL 150-PGA 1 ® RAINBIRD CONTROLLER MODEL ESP-16LX+ W/ MINI-CLIK RAIN SENSOR 1 ® HYDROTEK PUMP START RELAY MODEL 1552 1 ® GOULDS PUMP MODEL CT20 IRRI-GATOR (2 HP) 1 ® 3" WELL - EXISTING 1 HOT BOX/PUMP GUARD ENCLOSURE MODEL - PG4000 OR EQUAL 41% x 41"W x 45"H Irrigation Heads' Table Quantity Symbol Sprinkler Heads 2V HUNTER PGP ROTOR HEAD Nozzle 9 360 67 ® HUNTER PGP ROTOR HEAD Nozzle 7 ADJ 172 6 9 ® (9 RAINBIRD 1804 (4") FIXED SPRAY HEAD Fort Pierce, FL IRRIGATION PLAN Project #:00.141 Designed by: CS Scale: 1 "=20' Drawn by: CS Christopher L. Spain, C.I.D. 2308 NE Gfnge Terrace, Jensen Bench, Florida 34957 Phone (561) 334-1616 Fax (561) 334-1617 rcC7LLEGTIVE C}EsIGNk '1 I.endaea x An6eutan aad Add C u&m DwWa 151 SW Flogler Ave. Stuart, Fl. 34994 Ph: 561/223-5000 FAX: 561/223-5065 small: odlOacqual.not Margaret I. Whitmer, RLA Florida License #1038 Sheet 4 of 7 ■ 4" SI - - I1W - - - - - - 4" Sle I n n .p 0 0 In - N M MATCHLINE - SEE SHEET 4 - INS - - - sa ® - - ® - ISO - NEW - - e® - es e® ® - ® - e® - °I \-- 8' CHAIN LINK FENCE PHASE 2 I i l ZONE VALVE NUMBER w I I Q I ASPHALT i � , �,I I I I Z I w II VALVE SIZE GALLONS PER MINUTE I i I I ti I I I I ONE STORY i I I C. B. S. I , I Q I ONE STORY 3 i I C. B. S. z l I I c~n I ❑ I w �I I I I � I B6 I I 1-1f 2" 33.4 I I I I I � I 1/2" ❑ A I I X X X X X X ` IRRIGATION CONTROLLER PUMP STARTER I , I IRRIGATION PUMP STATION PUMP ENCLOSURE I I I I INSTALL ALL COMPONENTS i I INSIDE PUMP ENCLOSURE I i 3"WELL I I = I I D MATCHLINE - SEE SHEET 6 i ❑ SCALE 1"=20' PROJEC T L OCA TION NTC NOZZLE LEGEND A RAINBIRD 15F 3.70 GPM 0 30 PSI P RAINBIRD 8H-FLT .52 GPM 0 30 PSI B RAINBIRD 15TQ 2.78 GPM ® 30 PSI Q RAINBIRD 8T-FLT .35 GPM ® 30 PSI C RAINBIRD 15H 1.85 GPM 0 30 PSI R RAINBIRD 8Q-FLT .26 GPM 0 30 PSI D RAINBIRD 15T 1.23 GPM 0 30 PSI S RAINBIRD 5F .41 GPM 0 30 PSI E RAINBIRD 150 .93 GPM ® 30 PSI T RAINBIRD 5H .20 GPM ® 30 PSI F RAINBIRD 12F 2.6 GPM 0 30 PSI U RAINBIRD 5T .13 GPM 0 30 PSI G RAINBIRD 12TQ 1.95 GPM 0 30 PSI V RAINBIRD 5Q 10 GPM 0 30 PSI H RAINBIRD 12H 1.30 GPM 0 30 PSI W RAINBIRD 15SST 1.21 GPM ® 30 PSI RAINBIRD 12T .87 GPM 0 30 PSI X RAINBIRD 15EST .61 GPM 0 30 PSI J RAINBIRD 12Q .65 GPM 0 30 PSI Y RAINBIRD 15CST 1.21 GPM 0 30 PSI K RAINBIRD 10E-LA 1.57 GPM 0 30 PSI Z RAINBIRD 130OA-F 1.9 GPM ® 30 PSI L RAINBIRD 10H-LA .79 GPM 0 30 PSI AA RAINBIRD 5F-B 1.50 GPM 0 30 PSI M RAINBIRD 10T-LA .52 GPM 0 30 PSI BB RAINBIRD 5H-B 1.0 GPM ® 30 PSI N RAINBIRD 100-LA .39 GPM ® 30 PSI CC RAINBIRD 5Q-B .50 GPM 0 30 PSI 0 RAINBIRD 8F-FLT 1.05 GPM ® 30 PSI DD RAINBIRD 5CST-B .50 GPM ® 30 PSI Phase 2 Irrigation Pipe Table Length Symbol Pipe 1860' - - - 2-1/2" Schedule 40 PVC Mainline 4" PVC Sleeve (Existing) 55' 4" Directional Bore Sleeve Irrigation Equipment Table Quantity Symbol Equipment 13 Q5 RAINBIRD ELECTRIC VALVE MODEL 150-PGA 1 ® RAINBIRD CONTROLLER MODEL ESP-16LX+ W/ MINI-CLIK RAIN SENSOR 1 ® HYDROTEK PUMP START RELAY MODEL 1552 1 ® GOULDS PUMP MODEL GT20 IRRI-GATOR (2 HP) 1 0 3" WELL - EXISTING 1 HOT BOX/PUMP GUARD ENCLOSURE MODEL - PG4000 OR EQUAL 411 x 41"W x 45"H Irrigation Heads Table Quantity Symbol Sprinkler Heads 2 e HUNTER PGP ROTOR HEAD Nozzle 9 360 67 ® HUNTER PGP ROTOR HEAD Nozzle 7 ADJ 172 e e ® (9 1 RAINBIRD 1804 (4") FIXED SPRAY HEAD L C V ■1 11.15.00 Preliminary Plan review - 30% completioi 12.14.00 Final Plan review - 95X completion 01.12.01 Final Plan review - 100% completion 1 1 1 I 1 i ST. LU C I E COUNTY INTERNATIONAL AIRPORT Fort Pierce, FL IRRIGATION PLAN Project .#;00.141 Designed by: CS Scale: 1 "=20' Drawn by: CS Christopher L. Spain, C.I.D. 2308 NE Ginger Terrace, Jensen Beach, Florida 34957 Phone (561) 334-1616 Fox (561) 334-1617 COLLECTIVE DESIGM ,�, 11� ��'CA tt�,� yy ! t1l he and, �; ti.1ra'mea.Deen�n 151 SW Flagter Ave. Stuart, FI. 34994 Ph: 561/223-5000 FAX: 561/223-5065 email: cdi0ecquol.nei Margaret 1. Whitmer, RLA Florida License #1038 Sheet 5 of 7 MATCHLINE - SEE SHEET 5 I I I I I We M e� � MEN eeeeeeeee�ew er. e� esee�® e� r �r e� r} T�� � I�,� ® ® r s� ® es r s ® es e® I II I I I I I I I t 0 W N z� Q) O� FT. PIERCE FARMS WATER CONTROL DISTRICT CANAL NO. 26 I I Z \ti I � / / i i i i PHASE 2 VALVE SIZE ZONE VALVE NUMBER ONS PER MINUTE SCALE 1"=20' PROJEC T L OCA TION NTC NOZZLE LEGEND A RAINBIRD 15F 3.70 GPM ® 30 PSI P RAINBIRD 8H-FLT .52 GPM ® 30 PSI B RAINBIRD 15TQ 2.78 GPM ® 30 PSI Q RAINBIRD 8T-FLT .35 GPM ® 30 PSI C RAINBIRD 15H 1.85 GPM ® 30 PSI R RAINBIRD 80-F'LT .26 GPM ® 30 PSI D RAINBIRD 15T 1.23 GPM ® 30 PSI S RAINBIRD 5F .41 GPM ® 30 PSI E RAINBIRD 15Q .93 GPM ® 30 PSI T RAINBIRD 5H .20 GPM ® 30 PSI F RAINBIRD 12F 2.6 GPM ® 30 PSI U RAINBIRD 5T .13 GPM ® 30 PSI G RAINBIRD 12TQ 1.95 GPM 0 30 PSI V RAINBIRD 5Q :10 GPM ® 30 PSI H RAINBIRD 12H 1.30 GPM @ 30 PSI W RAINBIRD 15SST 1.21 GPM ® 30 PSI I RAINBIRD 12T .87 GPM 0 30 PSI X RAINBIRD 15ES'F .61 GPM ® 30 PSI J RAINBIRD 12Q .65 GPM 0 30 PSI Y RAINBIRD 15CST 1.21 GPM ® 30 PSI K RAINBIRD 1OF-LA 1.57 GPM 0 30 PSI Z RAINBIRD 130OA-F 1.9 GPM ® 30 PSI L RAINBIRD 1OH-LA .79 GPM ® 30 PSI AA RAINBIRD 517-B 1.50 GPM ® 30 PSI M RAINBIRD 1OT-LA .52 GPM 0 30 PSI BB RAINBIRD 5H-B 1.0 GPM ® 30 PSI N RAINBIRD 10Q-LA .39 GPM ® 30 PSI CC RAINBIRD 50-B .50 GPM ® 30 PSI O RAINBIRD 8F-FLT 1.05 GPM ® 30 PSI DD RAINBIRD 5CST-B .50 GPM ® 30 PSI Phase 2 Irrigation Pipe Table Length Symbol Pipe 1860' - - 2-1/2" Schedule 40 PVC Mainline 4" PVC Sleeve (Existing) 55, 4" Directional Bore Sleeve Irrlgatlan Equipment Table Quantity Symbol Equipment 13 ® RAINBIRD ELECTRIC VALVE MODEL 150-PGA 1 ® RAINBIRD CONTROLLER MODEL ESP-161-X+ W/ MINI-CLIK RAIN SENSOR 1 ® HYDROTEK PUMP START RELAY MODEL 1552 1 ® GOULDS PUMP MODEL GT20 IRRI-GATOR (2 HP) 1 ® 3" WELL - EXISTING 1 HOT BOX/PUMP GUARD ENCLOSURE MODEL - PG4000 OR EQUAL 41"L x 41"W x 45"H Irrigation Heads Table Quantity Symbol Sprinkler Heads 2 ♦ HUNTER PGP ROTOR HEAD Nozzle 9 360 67 ♦ HUNTER PGP ROTOR HEAD Nozzle 7 ADJ 172 66(DO RAINBIRD 1804 (4") FIXED SPRAY HEAD L C u II 11.15.00 Preliminary Plan review - 30% completioi 12.14.00 Final Plan review - 95X completion 01.12.01 Final Plan review - 100% completion I i I I I I ST. LU C I E COUNTY INTERNATIONAL AIRPORT Fort Pierce, FL IRRIGATION PLAN Project #:00.141 Designed by: CS Scale: 1 "=20' Drawn by: CS Christopher L. Spain, C.I.D. 2308 R Ginger Terrace, Jensen Beach, Florida 34957 Phone 561) 334-1616 Fax (561) 334-1617 4COLLECTIVE QE$Ii�N� �.lJ Lanlrjmape .P960 earl 0s3l6 Dean 151 SW Flagler Ave. Stuart. FI. 34994 Ph: 561/223-5000 FAX: 561/223-5065 email: adl®ecclual.net Margaret 1. Whitmer, RLA Florida License J1038 Sheet 6 of 7 IRRIGATION SPECIFICATIONS EXTENT: INCLUDES FURNISHING ALL LABOR, MATERIALS AND EQUIPMENT FOR THE PROPER INSTALLATION OF THE IRRIGATION SYSTEM. THE WORK INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: (1) TRENCHING AND BACKFILLING; (2) AUTOMATICALLY CONTROLLED IRRIGATION SYSTEM; (3) TEST ALL SYSTEMS AND MAKE OPERATIVE; (4) AS -BUILT DRAWINGS. GENERAL: 1. PERMITS AND FEES: OBTAIN ALL PERMITS AND PAY REQUIRED FEES TO ANY GOVERNMENTAL AGENCY HAVING JURISDICTION OVER THE WORK. INSPECTIONS REQUIRED BY LOCAL ORDINANCES DURING THE COURSE OF CONSTRUCTION SHALL BE ARRANGED AS REQUIRED. ON COMPLETION OF THE WORK, SATISFACTORY EVIDENCE SHALL BE FURNISHED TO THE TENANT'S CONSTRUCTION REPRESENTATIVE TO SHOW THAT ALL WORK HAS BEEN INSTALLED IN ACCORDANCE WITH THE ORDINANCES AND CODE REQUIREMENTS. 2. APPROVAL; WHEREVER THE TERMS "APPROVE" OR "APPROVED" ARE USED IN THE SPECIFICATIONS, THEY SHALL MEAN THE APPROVAL OF THE TENANT'S CONSTRUCTION REPRESENTATIVE IN WRITING. 3. BEFORE ANY WORK IS STARTED, A CONFERENCE SHALL BE HELD BETWEEN THE CONTRACTOR AND THE TENANT'S CONSTRUCTION REPRESENTATION CONCERNING THE WORK UNDER THIS CONTRACT. 4. COORDINATION; COORDINATE AND COOPERATE WITH OTHER CONTRACTORS TO ENABLE THE WORK TO PROCEED AS RAPIDLY AND EFFICIENTLY AS POSSIBLE. 5. INSPECTION OF SITE; A. CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS. SUBMISSION OF HIS OR HER PROPOSAL SHALL BE CONSIDERED EVIDENCE THAT THE EXAMINATION HAS BEEN CONDUCTED. SHOULD UTILITIES NOT SHOWN ON THE PLANS BE FOUND DURING EXCAVATIONS, CONTRACTOR SHALL PROMPTLY NOTIFY THE TENANT'S CONSTRUCTION REPRESENTATIVE FOR INSTRUCTIONS AS TO FURTHER ACTION, FAILURE TO DO SO WILL MAKE CONTRACTOR LIABLE FOR ANY DAMAGE THERETO ARISING FROM HIS OR HER OPERATIONS SUBSEQUENT TO DISCOVERY OF SUCH UTILITIES NOT SHOWN ON PLANS. B. CONTRACTOR SHALL MAKE NECESSARY ADJUSTMENTS IN THE LAYOUT AS MAY BE REQUIRED TO CONNECT TO EXISTING STUBOUTS, SHOULD SUCH STUBS NOT BE LOCATED EXACTLY AS SHOWN, AND AS MAY BE REQUIRED TO WORK AROUND EXISTING WORK AT NO INCREASED COST TO THE TENANT'S CONSTRUCTION REPRESENTATIVE. 6. PROTECTION OF EXISTING PLANTS AND SITE CONDITIONS; THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT SITE _CONDITIONS TO REMAIN. SHOULD DAMAGED BE INCURRED, THIS CONTRACTOR SHALL REPAIR THE DAMAGE TO ITS ORIGINAL CONDITION AT HIS OR HERS EXPENSE. 7. 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 OWNER ON A PER DIEM BASIS. 8. THE OWNER RESERVES THE RIGHT TO REJECT MATERIAL OR WORK WHICH DOES NOT CONFORM TO THE CONTRACT DOCUMENTS. REJECTED WORK SHALL BE REMOVED OR CORRECTED AT THE EARLIEST TIME POSSIBLE. 9. WORK SCHEDULE; WITHIN 10 DAYS AFTER AWARD OF THE CONTRACT, THE CONTRACTOR SHALL SUBMIT TO THE OWNER A WORK SCHEDULE. 10. AS -BUILT IRRIGATION DRAWINGS; PREPARE AS -BUILT DRAWINGS ON A BLUEPRINT WHICH SHALL SHOW DEVIATIONS FROM THE BID DOCUMENTS MADE DURING CONSTRUCTION AFFECTING THE MAINLINE PIPE, CONTROLLER LOCATIONS, REMOTE CONTROL VALVES AND QUICK COUPLING VALVES. THE DRAWINGS SHALL ALSO INDICATE AND SHOW APPROVE SUBSTITUTIONS, MATERIAL AND MANUFACTURES NAME AND CATALOG NAME AND CATALOG NUMBER. THE DRAWINGS SHALL BE DELIVERED TO THE TENANT'S CONSTRUCTION REPRESENTATIVE BEFORE FINAL ACCEPTANCE OF WORK. 11. FINAL ACCEPTANCE; FINAL ACCEPTANCE OF THE WORK MAY BE OBTAINED FROM THE TENANT'S CONSTRUCTION REPRESENTATIVE UPON THE SATISFACTORY COMPLETION OF ALL WORK. 12. GUARANTEE: ALL WORK SHALL GUARANTEED FOR ONE YEAR FROM DATE OF ACCEPTANCE AGAINST ALL DEFECTS IN MATERIALS, EQUIPMENT AND WORKMANSHIP. 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 SATISFACTORY OF THE TENANT'S CONSTRUCTION REPRESENTATIVE REPAIRS, IF REQUIRED, SHALL BE DONE PROMPTLY AT NO COST TO THE OWNER. MATERIALS; 1. GENERAL; ALL MATERIALS THROUGHOUT THE SYSTEM SHALL BE NEW AND IN PERFECT CONDITION. 2. PLASTIC PIPING; ALL MAINLINES SHALL BE SCH 40 SDR 21 POLYVINYL CHLORIDE (PVC) PIPE AND SHALL CONFORM TO CS-256-63 ALL LATERAL PIPING SHALL BE PVC CLASS 160 SOLVENT WELD CONFORMING TO ASTM D-1784 AND D-2241. 3. PLASTIC FITTINGS; SCH 40 SOLVENT WELD, POLYVINYL CHLORIDE (PVC) STANDARD WEIGHT WEIGHT AS MANUFACTURED BY SLOANE, LASCO, OR APPROVED EQUAL. 4, SOLVENT CEMENT; COMPATIBLE WITH PVC PIPE, OF PROPER CONSISTENCY AND COLOR. 5. SPRINKLER HEAD RISERS; SCH 40 PVC FOR RISERS 6. AUTOMATIC CONTROLLERS; SEE LEGEND 7. REMOTE CONTROL VALVES; SEE LEGEND 8. CONTROL WIRING; 24 VOLT SOLID UL APPROVED FOR DIRECT BURIAL IN GROUND. CONTROL WIRE - #i6, COMMON WIRE - #14 9. SLEEVES FOR CONTROL WIRING; UNDER ALL WALKS AND PAVED AREAS AND WHERE INDICATED ON DRAWING. MINIMUM PVC 1220-160 PSI PLASTIC PIPE. 10. SPRINKLER HEADS; SEE LEGEND 11. QUICK COUPLING VALVES; SHALL BE NOTED ON DRAWINGS NOTES DO NOT SCALE PLAN FOR EXACT HEAD LOCATION ALL SHRUB RISERS SHALL BE PAINTED FLAT BLACK INSTALL BUBBLERS ON ALL LARGE TREES AND PALMS REFER TO LANDSCAPE PLANS THE IRRIGATION CONTRACTOR SHALL MAKE ALL ADJUSTMENTS TO THE IRRIGATION SYSTEM TO INSURE 100% COVERAGE THE IRRIGATION CONTRACTOR SHALL RUN 2 ADDITIONAL SETS OF WIRES IN EACH DIRECTION TO FURTHEST ELECTRIC VALVE THE FINAL LOCATION OF ALL COMPONENTS SHALL BE APPROVED BY THE OWNER ALL SLEEVES ARE EXISTING EXCEPT FOR THE 2 DIRECTIONAL BORES INDICATED ON PLANS ADJUST SPRAY HEADS TO MINIMIZE OVERSPRAY ON BUILDINGS, WALKWAYS, HARDSCAPES,ECT. PHASE 1 WATER SOURCE SHALL BE PROVIDED BY EXISITNG 2" WELL PHASE 2 WATER SOURCE SHALL BE PROVIDED BY EXISITNG 3" WELL TEST EXISTING WELLS TO ASSURE FLOW RATES AS FOLLOWS: PHASE 1 (2" WELL) - 35 GPM MINIMUM PHASE 2 (3" WELL) - 65 GPM MINIMUM WELLS SHALL BE TESTED FOR 1 HOUR THIS PLAN WAS PREPARED BY A CERTIFIED IRRIGATION DESIGNER AND MEETS THE STANDARDS OF THE IRRIGATION ASSOCIATION. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ,..,APPLICABLE FEES AND PERMITS WORKMANSHIP; 1. LAY OUT WORK AS ACCURATELY AS POSSIBLE TO THE DRAWINGS, THE DRAWINGS, THOUGH CAREFULLY DRAWN, ARE GENERALLY DIAGRAMMATIC TO THE EXTENT THAT SWING JOINTS, OFFSETS, AND ALL FITTINGS ARE NOT SHOWN. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULL AND COMPLETE COVERAGE OF ALL IRRIGATED AREAS AND,SHALL MAKE ANY NECESSARY MINOR ADJUSTMENTS AT NO COST THE THE TENANT'S CONSTRUCTION REPRESENTATIVE. 3. ANY MAJOR REVISIONS TO THE IRRIGATION' SYSTEM MUST BE SUBMITTED AND ANSWERED IN WRITTEN FORM. ALONG WITH ANY CHANGE IN CONTRACT PRICE. INSTALLATION; A. PERFORM ALL EXCAVATIONS AS REQUIRED FOR THE INSTALLATION OF THE WORK INCLUDING "Ur4DER THIS SECTION, INCLUDING SHORING OF EARTH BANKS TO PREVENT CAVE-INS. RESTORE ALL SURFACES, EXISTING UNDERGROUND INSTALLATIONS TO THEIR ORIGINAL CONDITION AND IN A MANNER APPROVED BY THE OWNER. . "r B. TRENCHES SHALL BE MADE WIDE ENOUGH TO ALLOW A MINIMUM OF 6 INCHES BETWEEN PARALLEL PIPE LINE. TRENCHES FOR PIPE LINES SHALL BE MADE OF SUFFICIENT DEPTHS TO PROVIDE THE MINIMUM COVER FROM FINISH GRADE AS FOLLOWS; 1) 18 INCHES MINIMUM COVER OVER MAINLINES 2) 12 INCHES MINIMUM COVER OVER CONTROL WIRING FROM CONTROLLER TO VALVES. 3) 12 INCH MINIMUM COVER OVER LATERAL LINES TO HEADS. C. MAINTAIN ALL WARNING SIGNS, SHORING, BARRICADES, FLARES AND RED LANTERNS AS REQUIRE Y THE SAFETY ORDERS OF THE DIVISION OF SAFETY AND LOCAL ORDINANCES. 2. PIPE LINE ASSEMBLY; 11 A. INSTALL REMOTE CONTROL VALVES WHERE SHOWN AND GROUP TOGETHER WHERE PRACTICAL; PLACE NO CLOSER THAN 12 INCHES TO WALK EDGES, BUILDINGS AND WALLS. B. PLASTIC PIPE AND FITTINGS SHALL BE SOLVENT WELDED USING SOLVENTS AND METHODS RECOMMENDED BY MANUFACTURER OF THE PIPE, EXCEPT WHERE SCREWED CONNECTIONS ARE REQUIRED. PIPE AND 9 TTINGS SHALL BE THOROUGHLY CLEANED OF DIRT, DUST AiAD M@ISTURE BEFORE APPLYING SOLVENT WITH A NON -SYNTHETIC BRISTLE ,BRUSH. C. PIPE MAY BE ASSEMBLED AND WELDED ON THE SURFACE SNAKE PIPE FROM SIDE TO SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. D. MAKE ALL CONNECTIONS BETWEEN 'PLASTIC PIPE AND METAL VALVES OR STEEL PIPE WITH THREADED FITTINGS USING PLASTIC MALE ADAPTERS. 3. SPRINKLER HEADS; A, INSTALL ALL SPRINKLERS AS DETAILED ON DRAWINGS. B. DO NOT SCALE PLANS FOR EXACT HEAD LOCATION. 4. CLOSING OF PIPE AND FLUSHING LINES; A. CAP OR PLUG ALL OPENINGS AS SOON AS LINES HAVE BEEN INSTALLED TO PREVENT THE ENTRANCE OF MATERIALS THAT WOULD NECESSARY FOR COMPLETION OF INSTALLATION. B. THOROUGHLY FLUSH OUT ALL WATER LINES BEFORE INSTALLING HEADS, VALVES AND OTHER HYDRANTS. C. TEST IN ACCORDANCE WITH PARAGRAPH ON HYDROSTATIC TESTS. D. UPON COMPLETION OF THE TESTING, THE CONTRACTOR SHALL COMPLETE ASSEMBLY AND ADJUST SPRINKLER HEADS FOR PROPER DISTRIBUTION. 5. HYDROSTATIC TESTS; (IF APPLICABLE) A, REQUEST THE PRESENCE OF THE OWNER 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. C. CENTER LOAD PIPING WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING OR SLIPPING UNDER PRESSURE. D. APPLYING A CONTINUOUS AND STATIC WATER PRESSURE OF 120 PSI WHEN WELDED PLASTIC JOINTS HAVE CURED AT LEAST 2 HOURS AND WITH THE RISERS CAPPED AS FOLLOWS; 1)MAINLINES AND SUBMAINS TO BE TESTED FOR 2 HOURS. 6. AUTOMATIC CONTROLLERS; A. CONNECT REMOTE CONTROL VALVES TO CONTROLLER IN A CLOCK SEQUENCE TO CORRESPOND WITH STATION SETTING BEGINNING WITH STATION 1,2,3,ECT. 7. AUTOMATIC CONTROL WIRING; A. INSTALL CONTROL WIRING, SPRINKLER MAINS AND LATERALS IN COMMON TRENCHES WHEREVER POSSIBLE. B. INSTALL CONTROL WIRES AT LEAST 18 INCHES BELOW FINISH GRADE AND LAY TO THE SIDE AND BELOW THE MAINLINE. PROVIDE LOOPED SLACK AT VALVES AND SNAKE WiRES IN TRENCH TO ALLOW FOR CONTRACTION OF WIRES. TIE NRES IN BUNDLES AT INTERVALS. C, CONTROL WIRE SPLICES WILL BE ALLOWED ONLY RUNS OVER 500 FEET. D. ALL WIRING PASSING UNDER EXISTING OR FUTURE PAVING, CONSTRUCTION ECT. SHALL BE ENCASED IN PLASTIC OR GALVANIZED STEEL CONDUIT EXTENDING AT LEAST 12 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. 8. BACKFILL 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 TYPE OF PIPE COVERED, SHALL BE COMPACTED TO MINIMUM 90% DENSITY. C. COMPACT TRENCHES IN AREAS TO BE PLANTED BY THOROUGHLY FLOODING THE BACKFILL. JETTING PROCESS MAY BE USED IN THOSE AREAS. D. DRESS OFF ALL AREAS TO FINISH GRADE. PIPE SIZING LEGEND PIPE SIZE GPM 1/2 0-6 3/4 6-10 1 10-16 1-1/4 16-28 1-1/2 28-35 2 35-55 2-1/2 55-80 3 80-130 kD) BUBBLER O ADJUSTABLE FULL CIRCLE BUBBLER: RAIN BIRD 130OA-F PLANT MATERIAL FINISH GRADE/TOP OF MULCH UV RADIATION RESISTANT 1/2 INCH PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 1/2-INCH FEMALE NPT x 0.490-INCH BARB ELBOW: RAIN BIRD MODEL SBFE-050 SUNG PIPE, 12-INCH LENGTH: RAIN BIRD MODEL SP-100 PVC LATERAL PIPE 1/2-INCH MALE NPT x .490-INCH BARB ELBOW: RAIN BIRD MODEL SBE-050 PVC SCH 40 TEE OR ELL O FINISH GRADE/TOP OF MULCH O2 POP-UP SPRAY SPRINKLER: W /PLASTIC MPR NOZZLE 1/2-INCH MALE NPT x .490 INCH BARB ELBOW: RAIN BIRD MODEL SBE-050 O PVC LATERAL PIPE U5 SWING PIPE, 12-INCH LENGTH: RAIN BIRD MODEL SP-100 O PVC SCH 40 TEE OR ELL �D)POP-UP SPRAY SPRINKLER Phase 1 Irrigation Pioe Table PLANT MATERIAL FINISH GRADE/TOP OF MULCH POP-UP SPRAY SPRINKLER: RAIN BIRD 1812 W/PLASTIC MPR NOZZLE SWING PIPE 12-INCH LENGTH: RAIN BIRb MODEL SP-100 1/2-INCH MALE NPT x ,490 INCH BARB ELBOW: RAIN BIRD MODEL SBE-050 PVC LATERAL PIPE PVC SCH 40 TEE OR ELL UD POP-UP SPRAY SPRINKLER O 30-INCH LINEAR LENGTH OF WIRE, COILED O WATER PROOF CONNECTION (I OF 2) O3 ID TAG O REMOTE CONTROL VALVE: RAIN BIRD PGA-PRS O VALVE BOX WITH COVER: 12-INCH SIZE O FINISH GRADE/TOP OF MULCH O PVC SCH 80 NIPPLE (CLOSE) ® PVC SCH 40 ELL O PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 10 BRICK (1 OF 4) 11 PVC MAINLINE PIPE 12 SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND SCH 40 ELL 13 PVC SCH 40 TEE OR ELL 14 PVC SCH 40 MALE ADAPTER 15 PVC LATERAL PIPE 16 3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL UDDREMOTE CONTROL VALVE Length Symbol Pipe 870' - - - - - 2" Schedule 40 PVC Mainline 4" PVC Sleeve (Existing) Irrigation Equipment Table Quantity Symbol Equipment 18 ® RAINBIRD ELECTRIC VALVE MODEL 150-PGA 1 ® RAINBIRD CONTROLLER MODEL ESP-20LX+ W/ MINI-CLIK RAIN SENSOR 1 ® HYDROTEK PUMP START RELAY MODEL 1522 1 ® GOULDS PUMP MODEL GT15 IRRI-GATOR (1.5 HP) 1 0 2" WELL - EXISTING 1 HOT BOX/PUMP GUARD ENCLOSURE MODEL - PG4000 OR EQUAL 411 x 41"W x 45"H Irrigation Heads Table Quantity Symbol Sprinkler Heads 56 a RAINBIRD XERI-BUBBLER SXB-180-050 5 HUNTER PGP ROTOR HEAD Nozzle 9 360 59 ® HUNTER PGP ROTOR HEAD Nozzle 7 ADJ 15 0 HUNTER PGP ROTOR HEAD Nozzle 6 Low Angle ADJ 186 0 6 ® 6 RAINBIRD 1804 (4") FIXED SPRAY HEAD 52 o e oo e e RAINBIRD 1812 (12") FIXED SPRAY HEAD 10 1 0150 RAINBIRD 1800 SHRUB ADAPTER ON RISER Phase 2 Irrigation Pipe Table NOZZLE ON RISER OUTSIDE WALL PLASTIC NOZZLE: RAIN BIRD 1800 SERIES D PLASTIC SHRUB ADAPTER: RAIN BIRD MODEL PA-8S PLANT MATERIAL D� FINISH GRADE/TOP OF MULCH 5 UV RADIATION RESISTANT PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) D6 1/2-INCH FEMALE NPT x 0.490-INCH BARB ELBOW: RAIN BIRD MODEL SBFE-050 D SWING PIPE, 12-INCH LENGTH: RAIN BIRD MODEL SP-100 D PVC LATERAL PIPE D 1/2-INCH MALE NPT x .490-INCH BARB ELBOW: RAIN BIRD MODEL SBE-050 Do PVC SCH 40 TEE OR ELL O HYBRID CONTROLLER: RAIN BIRD ESP-LX+ SERIES OUTDOOR WALL MOUNT O 1.5-INCH PVC SCH 40 CONDUIT AND FITTINGS O WIRES TO REMOTE CONTROL VALVES JUNCTION BOX O 1-INCH PVC SCH 40 CONDUIT TO POWER SUPPLY D HYBRID CONTROLLER Length Symbol Pipe 1860' - e 2-1/2" Schedule 40 PVC Mainline 4" PVC Sleeve (Existing) 55' 4" Directional Bore Sleeve Irrigation Equipment Table Quantity Symbol Equipment 13 O RAINBIRD ELECTRIC VALVE MODEL 150-PGA 1 ® RAINBIRD CONTROLLER MODEL ESP-16LX+ W/ MINI-CLIK RAIN SENSOR 1 ® HYDROTEK PUMP START RELAY MODEL 1552 1 ® GOULDS PUMP MODEL GT20 IRRI-GATOR (2 HP) 1 ® 3" WELL - EXISTING 1 D HOT BOX/PUMP GUARD ENCLOSURE MODEL - PG4000 OR EQUAL 411 x 41"W x 45"H Irrigation Heads Table Quantity Symbol Sprinkler Heads 2 ® HUNTER PGP ROTOR HEAD Nozzle 9 360 67 ® HUNTER PGP ROTOR HEAD Nozzle 7 ADJ 172 6600 RAINBIRD 1804 (4") FIXED SPRAY HEAD CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! 1-800-432-4770 SUNSHINE STATE ONE CALL Of 3 11.15.00 Preliminary Plan review - 30X completloi 12.14.00 Final Plan review - 95X completion 01.12.01 Final .Plan review - 1009 completion 1 1 1 S 1 1 ST. LU C I E COUNTY INTERNATIONAL AIRPORT Fort Pierce, FL IRRIGATION SPECIFICATIONS Project #:00.141 Designed by: CS Scale: 1 "=20' Drawn by: CS Christopher L. Spain, CID. 2308 N C' , Terrace, Jen n ch, Florida 34957 Phone �561r 334-1616 Fox (561)334-1617 COLLECTIVE DESIGNV 151 SW Fiogler Ave. Stuart, FI. 34994 Ph: 561/223-5000 FAX: 561/223-5065 emoll: cdlOacqual.nei Margaret I. Whltmer, RLA Florida License #1038 Sheet 7 of 7 r, U