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HomeMy WebLinkAbout2735 Mellonville Ave 93-549 Plans Aircraft feuling facilityRFC (11111101AN'1'1ZAiaj I I ()1ZIl)I1 I;tlIiNTil114 ��Iltl'()lt'1' LIST OF DRAWINGS SHEET NO. DESCRIPTION C- I COVER SHEET AND SUMMARY OF QUANTITIES C - 2 EXISTING TOPOGRAPHY C - 3 OVERALL LAYOUT AND GRADING PLAN C- 4 CONTAINMENT AND LOADING AREA PLAN C- 5 TYPICAL SECTIONS AND ELEVATIONS C - 6 MISC. DETAILS C - 7 SLIDING GATE DETAILS M - I TANK LAYOUT AND PIPING PLAN M - 2 PIPING PLAN AND DIAGRAMS TANK DETAILS M-3 M--4 M- 5 MISC. DETAILS EQUIPMENT SCHEDULE ELECTRICAL / MECHANICAL SITE PLAN EM- I E - I ELECTRICAL PLAN E - 2 ELECTRICAL DETAILS 81 RISERS E- 3 CONTROLS AND SCHEMATIC DIAGRAMS S- 1 CARD CONTROL SYSTEM AND REMOVAL OF EXISTING FUELING FACILITY. SUMMARY OF QUANTITIES it SANFORD FLORIDA SAN FORD AIRPORT AUTHORITY A.K. SHOEMAKER JR. - CHAIRMAN WILLIAM BUSH JR.-SECRETARY/TREASURER JAMES B. YCUN G - MEMBER JOSEPH M. DENNISON - MEMBER LEE P MOORE - MEMBER WILLIAM E DUKE-ADAMSON - MEMBER SANDRA GLENN - MEMBER RONALD L. WEINDRUCH - MEMBER GENE B. DANIEL -MEMBER ST EPHE N H . COOV ER -- ATTORNEY STEPHEN J. COOKE - DIRECTOR OF AVIATION ITEM No. DESCRIPTION UNIT QUANTITY ESTIMATE FINAL 110-1 Building Demolition L.S. L.S. 1 1 110-2 Miscellaneous Demolition 110-3 Pavement Removal (Asphalt) S.Y. S.Y. 2,330 130 110-4 Pavement Removal Concrete Grading 120-1 L.S. 1 120-2 Work Platform Limerock Base 8t' Thick S•y• 1,310 200-1 S.Y. 782 300-1 Bituminous Material (Prime Coat) Gal. 155 300-2 Bituminous Material (Tack Coat) Gal. 85 331-1 Type S-1 Asphaltic Concrete, (211 Thick) S.Y. 757 331-2 Type III Asphaltic Concrete Transition Section Ton 10 350-1 Portland Cement Concrete Pavement 811 Thick S.Y. 70 430-1 1211 RCP (Class III) L.F. 100 430-2 Mitered End Section (1211 RCP) Ea. 5 430-3 Connection to Existing Inlet Ea. 1 570-1 Grassing B Seeding) Ac. 1.6 575-1 Sodding Bahia S.Y. Soo 700-1 Si n Assembly STOP Ea. 2 700-2 Sign Assembly NO UNAUTHORIZED VEHICLES Ea. 2 711-1 Solid Traffic Stripe (Thermoplastic, 411 Wide L.F. 132 711-2 Solid Traffic Stripe (Thermoplastic, 2411 WideL.F. 46 02800-1 Landscaping L.S. _ 1 3300-1 Containment Facilities L.S. 1 15060-1 Plumbing Installation Fuel Storage and Transfer Facilities L.S. 1 15605-1 L.S. L.S. 1 1 15700-1 Oil -Water Separator and Pump 16402-1 Electrical Installation 411 PVC Sleeves L.S. 1 16402-2 L.F. 105 110-5 Demolition and Closure of Existing Fuel Facility L.S. 1 16402-3 Card Control System (Bid Schedule 2) L.S. 1 REV. I I-'D3 RE\/ISF—D PER ADDE1h1DA CITY OF SAN FORD BETTYE SMITH -MAYOR WILLIAM E. SIMMONS -CITY MANAGER AIRCRAFT FUELING FACILITY FDOT WPI N0. 5827581 (PROGRAM 209) STATE J0B.77000-3868 a 'r 1ww2146tw1% *A-*-&.' ; A� e ;• i�, .44 • REV. 1 ! +"�` 'P'�� '• • d J Y o w^ ' •J LAJ A% ",41 4 PROJECT ;.: LOCA T ION �r•. � � .. �- CENTRAL LOCATION PLAN N 00 lip RUNIIVAY 9L-27R SCALE: I"=20001 E t e • •' -29TH ST. J ' 30TH ST. AIRPORT BLVD.� To Mi , • _ 1 t - i z 4 I -Is IT FLORIDA REGIONAL AIRPORT d% C :t G3 -5 DATE i -a I -C RESIMNTIAL COMMERCIAL ADDRESS 3� P J , OWNER �l i i�i� � � Dil V CONTRACTOR -� V VALUATIO# PERMIT FEE THIS APPROVAL DOES NOT GRANT PERMISSION TO VIOLATE ANY APPLICABLE CODE. KEEP THIS PLAN ON JOB AT ALL TIMES. SANFORD FIRE DEPARTMENT 1303 FRENCH AVENUE SANFOR , LO IDA 32771 /— -2-0— VICINITY MAP c� I A \w V 0 0 rD Juh,rs Ot 10 o � � 17 A S.nloro I ;�A^•r f u.l•r. rum. _� •.I _;-•- -- - —• _ •!`s`�, •'IV •r •!Boo..n'Y.... loll • �• .FLARE (l G,•.•r \('1„,') IS •. �AIONtiGE- r I. •.: ,• 1 1 1 10 46 s , • / 7y E' aF� a[ 425 ,s MIDwAr o u c i :/ 4 [...�Js .rs,• ,i t PPP J.I(A .`1 • j �� Mo�nP ••' F.,1P0.0=�£�f.-`ii,-\\\ r14S 4�.r. ♦ vIl.y J /� TO �,. O,ittw N SCALE I"=1C,000' p SANFORD FL " ' i7t - P•r4 400 �, S Z^;,r. ' • ; - I : -'�t 1,' Jx 41ba f----�ocd 192. ¢ ...•^a M,u..a .wrw 14•rA ,h A/• J 46A +4s IA,m = _ r45- 1i46\��r45I¢ 1 uommou. ns 7 r .,nr LAKE MARY i Qn.•/yr. �irr•r I1N u ii���'� y j•n�,nn•,T4�, Esc •oP I,x.o S. 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I ••oP 7.70.7 'Y •.i ± •ne n i r fF` 11 d:A '7 wn .' , " •1:1 v Js _ - n 434 <9 �' Fes , 4 I. ,III••- •,'J.,,y ..• - JJ. -� r5t - �� i.O tJr{JWINTER SPRINGS..re.ls P �� 1''1 4Ar' 1 2'• �� '1�' �' GwO0u 427 .••5" JJ 1 r�� .1, If /•s ' - -t... • - l.y ,� �1 a a= -w E1-+4I- -�'b UP A ` ..4 ••I (: ) 1. Y,., "Y• • Nr•h•1�I� it '1'1:4 66 Is l00 ♦ f L A th yn 5 I q _ ! + 1 ... I Li/• •► CASSELBERRY ' I f j I• L `{1f -J�tl� y. 4191 s�'•7 7 p4.r Poo 9AY /f_ •. •... 6r S ''J �' U. •� \•r�,/ Wa.n nylon=p o ' L :u.• , is ,r�r:L' _\ I 426 419-- 600 1,A...- Il,, .I ` P11,j1p K Y,rung r, f ;- _ OVIEDO .9 - --e _ \\ \ I POP ,r0 IJ i'r FEAf� i 1 ' L - • .-` I, C 520 r,y L - - ••J/IAw - 426A s\. �L.rr . n ^, _� -Il rr.J, 436 ., s. 1 ••yro 7J B.y* . t... �?1 qa . i w . % �I1AS.'fi t i x7 11 k'y'r' - r s •.. Ali gC — _III114 71 DELIMI. LZAN . �r9 - I •rg 7 ,tE n5[1 i - 1 fl2 COMPACT AFEA 7E 1 x7 (r 75. Jy� CT ge 26 6 s D \ rr�s 1 �L'Imr .�! �X�, �; `.. /_ alulrn Lflsln. J1:1•ye - n _ • /1.•Ir1 4� �• _•__ yN it + o.•n< (xJ r 4s • I ti.` /y� �5 c 1 - su --rwsu [..-- ��+1 426 r••... - c - ,l I• ,•ij•�w ' �� � :1•' I 1+� /l:lfl:, JJ 1-J! � b Y JI PLANS PREPARED BY �3 Z / MESE P_CA4NS Am BEEN REVIEWED AC.QQRMM TO THE ADA (AMA 615ABIUTY Acjj REGULATION) + y, UTILITY :CONNECTION FEE BRISTOL,CHILDS & ASSOCIATES, INC. CONSULTING ENGINEERS • PLANNERS 4012 SALZ EDO ST. CORAL GABLES, FLORIDA 33146 C-I B.C.A. JOB No. 92 - 18 0 EXIST. -SWALE EXISTING GRADE R.R. PAVEMENT TO BE REMOVED 250 Fz.. SAFET`{ ZONE (200 FT FROM NEAIZEST POINT OF CONTAINMENT O2 _ CONTROL • LOADINCa AFZEA)• TI-IEFZE MA`l 5E NO ROAD �� /�ONTR0L I EL. 56•.5 tf W -\ I5UILDII, aG WITHIN THIS ZONE. �� / EL. 55.5 - PROPOSED GRADE EL. 55-5 I ± EL. 545 (I 26' I.+ f VARIES 32" 27' o EXISTING POLE AMP OVEKHEP.D � \ � � J I I I IL -`- -"_ GAf5LE TO 13E. REMOVED 13Y I> _ L t L - - _ - -/ F - PONb I SCALES HORIZ. I" = ZO' - - -� TELEPHONE CO. _ / I PROPOSED ROAD TO ALIfaN WITH CE• NAVIGATOR AVE. Z \ AND EXIST. LONG. PVMT SHOWN BELOW. V ERT. I" = 5' ING / \ 5AW-GUT AND CONNECT I ,TREE-[- LIGHT' \ TO EXISTING PVMT. / c� WATEiZ METER W/ N TWO STEEL POSTS ASPHALT V-VM'T + - - 29TH STREET ASPHALT PVMT• SG•85 �' S-T :. # .:IX «« LIMITS pF CON . AT EX/ST. SWA FIRE + I , o �jCo.CoO U ✓CO • HYC7RANT 6 1 -i � EXI5T• SWALE --/ �7(0.4 O oIo ' ; \ t..... W p goTT. OF k' • O�� I O.H.T.' OH,E.T r; co 4 - POND 1 SLOPE-..c:; Q / G EL . 54_5 w CPO ' f' Q= I =1 W ® 9 j OQ��\ fix - PT ,,;•' PG - 2LOPE VA{ZIES O TREE (G: 1 MAX.) Q f LIMITS OF CONST.- JP�� M.E.S. INV 55.20'' '''�''' PROPOSED TO 0 I M ET EXIST. GRADE (ELEV. 58±) ��� W� WEIR EL.55.50 I.�z 12"RcP OF SLOPE. j�T�TT 7117�T/7TT �T/�T I - r / I > I � , 58•ZQ- Q ;;J� •; :•::� y `M• E• �. I I I /////// ///// ////////////////////{ I ¢ I GRADE TO DRAIN OIL SEP. ` F/� N 7.5 7.5 58.4�v_ / I Q o -� �V y% ; r•�:: •,�: � Q. 1 N V. 5 5.20 I Z�177 DISCHARGE TO POND N . I- / ///////� coNCRETE t �' � SWALE-SLOPt=. 6./1�11 FC�RMLFROM 1�1 � -. �� i -Li r FOU"DATION )SAW q/ ;r' 4"PVG INVERT OF M.E.S.TO INVERT /- GUT - - TIZAGK 'y SLEEVE OF EXISTING, {-1EPD�/ALL /' I I /' I -- REV. I - DELETE I POND; L / - EX►�C ASPHALT %rn/�r� \ �So // //I �� REMOVE GONGKETE I W y{ ENLARGE Z PG NDS. FOUNDATION TO BELOW _ _ J PAVEENT SUfzFAGE; (ELECTRIC POLE M r / PATCH WITH HOT -MIX I Q TO REMAIN rr ' i r \ \ I ASPI-IALT. rt 1 _ PUELING STA ION ATI POLE 'IV/ O.H.E.T MIDT' PoINiOP ROFED ROAa �, I I W i TRAN`:�FORMERS 771T =1 FOR DIMENSIONS I _ ,y! l A TO REMA N T J % AND ELEVATIONS, / - - j SEE SHT. G-4 NOTE, ROAD GOINGI DES WITH EAST EDGE OF EXIST. GONG. PVMT. (� SAW GUT I Y I _ TT 7/7TT%7 I l`: TRANSITION PAVEMENT -J W \ SEE DETAIL BELOW '- (TYPE S-3 MIX) AF=UEL PUMPS TO REMAIN• .EXISTIWG VEHICULAR RAMP ANDOFOUN-O LIMITS OF CONST.- ' fx�' MEET EXIST. PVMT. GI~ADE/ FUELING FACILITY TO � REMAIN. MEET EXIST. GRADE gg,57' < SLOPE VARIES 5%I�tAX. L-1 L--1 L� // : r . O^F3 EROSION SAW CuT / / I-F�- O.H_E. L.Y.) I ' CI / PROTECTION - '3 -4" PVC SLEEVE P •. PG I I EXISTING CHAIN - REMOVE RAILROAD TKACKS� �BOTT. OF ��� '' _ a U W F-EMOVE VALVE PITS Ah1D ANY I K. FENC TO \ LINK E SLOPE INLET N 58.51 Q UNDE2GFZOUND PIPING AS FZEQ'D. EL. 55. I '' / - - - I FZEM/S°I N. 5 _ - GR. 56.50 58.24 `� .::::::::::::'::• -/� O T.O.S. TO GONSTr<UGT SWALE.- IN ���� EL57.Of _ -" ` '` �- E�ISTING� I LET- UNDERGROUND AND F F- I2" KC P 't•: ; -r; r= ,-->- -- -r- r- -ti- �-t - L G iAT E E SG- Co ACi O V E \ I t W c� _5 • p _ I rl- -r'I---r-�- 1 IGROUND STEEL PIPING IN POND 2 J I :r:::. M.E��i. / / R. 111 '� ✓�' THIS AREA /rT�.�:I ;;:;; INV. 55.7-0 G 1 MAX• N7 �' SWALE-SLOPE UNIFORMLY / \�L --- o Z5` O FROM EL.S5.20 TO EL.54.5- I /I I \ELECTRIC POLE TO REMAIN r-� 57.50 0. L _ LIMITS OF CONST° /� '\ ' t::::a MEET EXIST. GFZAPE O. H.E. Sp / STOP OF SLOPE 57.0 AW- a� i LR REMOVE CONG.PADS 57.87-* 57.73i_- 57.(04± S A----------------T---- °S� I PROPOSED \ ND VALVE PIT 30TH STREET O SAW CUT M.E.S. AT EX15T. I N LET- I N V- 54-. 5 \ \ CONNECT TO EXIST. PVMT. SEE DETA I L 5 HT. G -G GOB GALV. KAI L20AD SPIKE, - - 3" FF-OM EDCaE OF PVMT. F \ DIRECTLY OVEFL SLEEVE. PFZOPOSED 3, • GONG. PVMT. TGENERAL CONSTRUCTION NOTES: ASBESTOS REMOVAL NOTE: FINISHED , GFZADE 1. ALL -WORK SHALL . -BE- ACCURATELY LAID OUT BY THE 5. EDGE OF PAVEMENT SHALL FOLLOW TRUE RADIUS AS SHOWN ON THE THREE LARGER BUILDINGS AND POSSIBLY THE THREE QUONSET HUTS CONTAIN CONTRACTOR'S SURVEYOR, PLAN. ANY ASPHALT SURFACE PROJECTING MORE THAN 0.25 ASBESTOS IN VARIOUS FORMS, INCLUDING BUT NOT LIMITED TO PIPE INSULATION, VINYL - FEET BEYOND THE DESIGNED EDGE SHALL BE CUT OFF. ASBESTOS FLOOR TILE, AND ASBESTOS -CEMENT SHINGLE (TRANSITE) SIDING:' ALL No G BARE. STRANDED 2. ELEVATIONS ARE CRITICAL. SURVEYOR SHALL ALWAYS OBTAIN ASBESTOS -CONTAINING MATERIALS WILL BE REMOVED AND DISPOSED OF BY OTHERS. / COPPER WIRE(C0UNZERP015t_)j ELEVATION FROM ONE MONUMENT (SPIKE AT INTERSECTION OF 6. PROVIDE SOD AROUND MITERED END SECTIONS, IN 18" WIDE THE CONTRACTOR SHALL NOT PROCEED WITH THE REMAINING DEMOLITION OF THESE N CENTERED OVER 4" PVC. ROADS -SEE SHT. C-2) AND CHECK BACK ON ANOTHER MONUMENT. STRIP ALONG EDGES OF PAVEMENT, AND OTHER SPECIFIC BUILDINGS UNTIL THE ASBESTOS -ABATEMENT CONTRACTOR I+As COMPLETED THE ALSO, CHECK EXISTING ELEVATIONS, AT POINTS OF CONNECTION. LOCATIONS APPROVED BY THE ENGINEER. ALL OTHER DISTURBED REMOVAL AND THE ASBESTOS SUBCONSULTANT (RETAINED BY THE ENGINEER) HAS REPORT ANY DISCREPANCIES IN EXCESS OF 0.02 FT. TO THE ' _ AREASSHALL BE GRASSED BY SEEDING. CERTIFIED THAT THE REMOVAL PROCESS IS COMPLETE. 61► CAP END OF ENGINEER. PIPE - DO NOT CEMENT , 7.;.. MAINTAIN ALL CONSTRUCTION OPERATIONS WITHIN THE AREA THE CONTRACTOR MAY IMMEDIATELY PROCEED TO REMOVE THE METAL SHED AND 3. ASPHALT'AND CONCRETE SURFACES ShJALL,r SLID PE, UNIFORM LY ` BOUNDED BY 29TH ST., 30TH ST., FLIGHTLINE, AND NAVIGATOR, WOOD SHED IN THE AREA OF THE PROPOSED FACILITIES. THESE BUILDINGS DO NOT BETWEEN SPOT, ELEVATIONS,'ALONG EDGES OF PAVEMENT, RIDGE :: AND DO NOT ENCROACH ONTO ANY OF THOSE ROADS. WHEN CONTAIN ASBESTOS. 4" PVC SGH. 40 GONDU IT,- LINES, AND VALLEY_ LINES. WORKING ADJACENT TO EDGE, PROVIDE STANDARD BARRICADES SOLVENT- WELD JOINTS. WITH FLASHING LIGHTS AT 20 FT. (MAX.) INTERVALS. LIBERALLY S 4. CONTRACTOR SHALL FURNISH TO THE ENGINEER SURVEYED FLAG ALL EXCAVATIONS AND OTHER HAZARDS AND SAN9218.213 LEEVE DETAIL • N T s �I' FINISHED LIMEROCK BASE ELEVATIONS, AT EACH OF THE POINTS CONSPICUOUSLY POST "WARNING -CONSTRUCTION AREA - NO WHERE AN ELEVATION IS SHOWN, PRIOR TO PLACING SURFACE TRESPASSING" SIGNS. NOTE.: "INCLUDE COST OF COUNTERPOISE WIF-l_a cAPS, COURSE. CONTRACTOR SHALL ALSO FURNISH TO THE ENGINEER AND MARKER sPl KE I N THE CONTRACT UN IT PlzlcE PER SURVEYED TOP OF FORM ELEVATIONS PRIOR TO PLACING L. P. FOR PVC SLE.1=vE" CONCRETE SLAB OR PAVEMENT. SAN9218.210 DRAWN BY: ; .>J•G./G.F'V.�C.G.G� CHECKED BY: A.K. APPROVED BY: B.P. DATE: 10 - � 2 FILE: 2 1-�3; REVISED PE.R ADDENOA A•K. F3.P 1 IZ- 9Z. DELETE I, POND; ENLARGE Z PONDS A.K. B.P NO. DATE REVISION BY APPD. o BRISTOL, CHILDS & ASSOCIATES; :INC. Q CONSULTING ENGINEERS - PLANNERS OLJ 4012 SALZEDO STREET CORAL GABLES, FLORIDA 33146 SANFORD 'AIRPORT AUTHORITY CENTRAL FLORIDA REGIONAL AIRPORT SANFORD, FLORIDA FOND Z LEGEND EXISTING PAVEMENT L_---J TO REMAIN ID ASPHALT E NS ) TO BEFREMOVED. ( NOTE 1) ACE 1 MENT EO I13E 11� G KEMOVED• (NOTE � 1 EXISTING BUILDING OF- SHED TO ROE I I REMOVED, TOGETHER WIT SLAB AND - FOUNDATION. (NOTE 1) F-7-7­/ %71 E-yISTING 5UILDING OK SHED TO 6E 1/ / / / / J REMOVED; SLAB AND FOUNDATIONS TO LL _/_ Z_ Z--/-i REMAIN, (NOTE 2) EXISTING QUONSET HUT OK' STORAGE ti SHED PLACED ON ASPHALT SUKFAGE, TO E5E REMOVED. PK•OPOSED ASPHALTIC CoNGtiz :TE PAVEMENT ' PROPOSED PORTI.P.ND CEMENT PAVEMENT OR SLA6 -rr-T-r- -+T-I- TOP OF- SWA L E SLOPE O.H.E. OVERHEAD ELECTRIC (HIGH VOLTAGE) °-O.H.E.(LV)- OVERHEAD ELECTRIC (LESS THAN (oOOV. -QHT. OVERHEAD TELEPHONE EXISTING POLE -� ALICHOFZ. � 12" l EXISTING STORM DR.AIN.(SIZE AND TYPE) KG P PKOPOSED STORM PRAIN (SIZE AND TYPE) ---� PROPOSED MITEKED END SECTION PKOP05EP SPOT ELEVATION 5�5-22k APPKOXIMATE EXISTING SPOT ELEVATION AT POINT OF CONNECTION DEMOLITION WoTES : 1. WHERE PAVEMENT TO 5E REMOVED 15 SEYOI�ID LIMITS OF GRADING, GONTFZAGTOIZ SHALL FILL TO OKIC-3INAL- GKADE, COMPACT TO 9S% MAX. DENSITY, AND GRASS BY SEEDING, Z. ALL PROJECTIONS SUCH AS WALLS, COLUMN PIEES, PIPES, BOLTS, ETC. SHALL 5E GUT OFF FLUSH WITH THE SLA& SUFZFAGE. , ANY HOLES, JAGGED ECX�ES OFF OTHEFZ NAZAKDS SHALL &E FILL.ED WITH CONCKP-TE. OF- MOFZTAW_, FINISHED FLUSH WITH THE SURFACE. 3. SEE NOTE 4 , BHT- C-Z REQUIRIm6 SITE viewr F3Y BIPPERS TO DETERMINE EXTt✓UT OF WORK REQUIRED FOR DEMOLITION. SEE• ALSO SPED. SECTION 110. 4. THE CONSTR UGTION OP THE FUEL sTC7R? G!✓ FAGI Ll TY AND ACGSSS ROAD DOES NOT REQUIRE TE-li✓ DEMOLITION OF E5U 1 L1_>IKJGra A58E5TC?c�) (SEE NOTE AT LEFT 2, AND T"1=REFO:;ZE. CON4STRUC'nON MAY 'BEGIN PRIOR TO THE COMPLE-rION OF A5E�>E�5TO5 5. SEE GF'✓CIFICATIONS SECT101,J 110 REGARDIr-AG PAYMENT - FOR DEMOLITION. AIRCRAFT FUELING FACILITY BCA JOB NO.: 92- 18 OVERALL LAYOUT AND GRADING PLAN o SHEET �✓ OF , A C C-5 C-5 \ 58.75 - COIJTRACTION JTS, / ASPH. PVMT \ 4Z.' ASPH. PVMT. _ GONGR.E.TE LOADIMa AREA PVMT. /(FOR PP-OPOSED ELEV'S. SEE SHT. C-CCD 6 cm 6) m :3 LfI -1, 1__� Z (i In I 14' \. 14 14' GUARD POST - TYP. 2 FLOCK PKAiI.I PLAGI=S. SEE DETAIL E50,75 58.75 62A-FE EL. 58.75 /_AT 216UHT. 58.55 5�. 10 58.,r7 5�1•Io JZ CONC. COLUMN 7,- 0� co }- (TXP) GAS E +1 (SOLID POUKEP COLIC-., t 2AGK o W/4 No. 5 SAKS VEK.T. (TYP. _ � No. Z KEGTANGULA�. ' 0 IO TIES @ 12"O.G.) TYP. 3- REC,UIFLED. T{zA.NSFF_P_ EQUIPMENT PAD y � - '� TOP E LEV. _ 5 .83 8.0� 58.83 R� 58.83 MASONiZY WALL_- b -� - TOP ELEV. (0(0.�5 f VENT'1LATION GKILLt= - p _8� I 4-O" � S�• - (TYP.)I TY P.) 1 i l i I I I I I I I I I l F_ ja;5:�, rI I I i t r /.1 0.75% SLOPE -- -� e- TI_ �� - -Q.7S%SLOPErr57.41 5-1I S-T.33 5�. 4 I III-'II-o'----- - III -Ott - � " 45 IO'_G11 5'-0"' 10'-G0 10-CoR�L5'-0' )0`-G1%_ 5-O" I I I I IO t' -_-_----- _ 12" xl2"CO NC. COLUMN (TYP.) I O SEE DETAIL AT LEFT. _ I G ONGRETE PI ETZS PEQ' D. ¢ FOR PROPOSED TANKS I ONLY (TOTAL (2). SEE S�GTION 'A', SHT. G-S. I I I F UT U fZ E I AV - GAS TOP OP WALL (SEE TYP. WALL SEGTION,SHT. G-5) = 0 AV -GAS �{1 REl.1 3" DIAPHfz4GM PUMP WITH 11/2HP, 120V., to, tiS01ZPM EKPLOSION P20OF MOT02, GHEE MODEL 5515- 115X. (Ava IL.TNKOUGN t3A�N%YS PUMPS) 2" STEEL PIPE FROM MOUNT ON TOP OF SEPARATOR. N I I N �v, SUMP TO PUMP AND SEE MOTOZ COHN.TIE: FIzOM PUMP TO DETAIL SHT. E-t. = I dEL. S8•"14 -- SEPARAT04Z I WLF-T /////''' 3" FLANGED (SEf PLAN VIEW O OUTLET 3'"THREADED = I I „ �- „ „ W �t6- 1q T.) FLANGE WITH = w O Q R05i3E.R. GASKET tl I I (TYP. (TYP) (TYP) a 4" FLGIJG-QED INLET AND S.S. 5OLTS - J 0 '3/4" EL1=C- i I I � } T21GAL +I 3" STL_. PIPE = o i a: o CONDUIT.- MOKTAK AND EL50WS = to �. I �-OUTI_IttE OP I _, 0 Cti?ADLE TANK (TYP) @ S' O. G PORTS — SKID NIPPLE - I ..� I Tp PpNp - �' NOTE: CONSTRUCT SLABTO GRADE \ INDICATED, W tTH UNIFORM SLOPES L TWO l=1LLED _j BETWEEN SPOT ELEVAT10 NS, ¢� GONG.SLOGKS PRECAST _ VERTICAL TUBE COALESCING (VTG) F02 PIPE CONCRETE--#� SEPARATOR WITH ROTARY PIPE SUPPORT. SPLASH BLK. SKIMMER, 50 GPM CAPACITY, _ p _I N COLUMN \wok 4 -NO. C BENT BARS (S' -0" HORI-Z. X 3'-0" VERT.) PLACE HORIz. LEGS AT MIDPOINT OF G" SLAE5 1 SLAB THICKENED 2' I , g" (MIN.) N SLAB THICKENED TO 12" FOR FOOTING (SEE WALLSECTION SHT. C-S) STUCCO I2" X 12" POURED CONC.COL. WITH 4 NO. G BARS USE. STRETCHER BLOCK A_T VERT. AND NO. 3 TIES COI .FOR POSITIVE (N t ER,AT @ I--,'O.C. PROVIDE FULL 12" �EF'ARA- TION BETWEEN BLOCK AT COLUMN LOCATION - REVISION DETAIL - 1211 x 12" WALL COLUMN m 8" CONCRETE PAD FOR GATE _rQAC.K 50,10 00 l I I I OUTLINE OF TA N W_ 0�0 �0Z O_ FUTURE I FUTURE JET FUEL. I JET FUEL. - Z I l� J I.- I I I I2'-O" I I I(TYP> N �---}- ' N�- W p 3 __�'' w _j I I (TYP)I n - o s a I 3 No. 4 DARS GONT. ( i o I I 0 it No. 4 5AP-S,40' LC-t.@I2"O.G. 0 I SLAG FREI NF02CE MENT IN ADDITION TO WELDED I c(1 I O WIRE MESH(TYP. ALL S TANK POSITIONS),I _— MODEL VTG - 50 AS MF-D. SY APL NOTE OUTLET PIPE - -- - - -- - - - - 2" STE1=1_ PIPE - INDUSTRIES, RIVIERA 5C-H., FL., OR lS SHOWN ROTATEDZAPP2OVED EQUAL. F02 GLA21-r`(. F02 10'-B" IZ'10'-8" 12� t0'- 8�� J,� PIPE SH oLLBl3E PAINTED `(ELLOWO$' 12 ' t0'-8" ACTUAL 021cNTA[ION - - F ELEVATION F SEE PLAN. RAJ t(1 5-7.�1 C-4 S-I.�)t 0 I L SEPARATOR -4 _ 0.75 % SLOPE � 0.75 % SLOPE 51•� 1 N.T.S. _ usrru r. 1;, I I I — - " " - PUMP 2 _ �rurrr •.ram I II I I II I I I 1i rrr.rrrr ;rs +i- u El PIKE WALL = pp O1 L _ MAS0KIIZY WALL- - TOP NOTES'•' 1. INSTALL SKIDS ON GROUT 13ED, TO SET UNIT LEVEL-. I SEP. C 5 ELs=V. (nCo.75 Ev.l Z. GOO;ZPINATE METHOD OF MOUNTINli PUMP WITH OIL GEP,&Z TOR MAW UFAGTU2EFZ,To ASSUtiZE STRI-tGTUFZAL ADEQUQG`C 3" UALV. STEEL , PIPE TO POND _ G'_O"« ���, IT SNALt_ MOT SE NEGESSAFL`( ri TO OFFSET TkE SLAB AT THE 3. INDICATES TOP OF SOLID-t=1LLED P02TION Op WhLL. (SLA"P��OVEL.) �— j - I VENTILATION OPENING-1 PROJI=G- ��; ' TIONS, E5UT THE BOTTOM 2 po PiLDGVGS SNALL �E CONCRETE t=iLLE=D. 5�.12 Q N j SPLASH SLOGIC-_- I I� I I' 1 I I i 1 I� � II 84' - O" OV E2ALL DRAWN BY: JAE CHECKED BY: LUG APPROVED BY: aP DATE: 10- c)2 PROJECT NO. 9 11-92. t_t=VISED PER ADDEt\IDUAA 4 1 = H LG.c. NO. DATE REVISIOrI BY APPD. JET FUEL EL. 58.24 - I -EL. 58.53 TO POND - IL SEE SHT. G-3— BRISTOL, CHILDS AND ASSOCIATES, INC. CONSULTING ENGINEERS - PLANNERS 4012 SALZEDO STREET CORAL GABLES, FLORIDA . 33140 (305) 446-8351 SANFORD AIRPORT AUTHORITY CENTRAL FLORIDA REGIONAL AIRPORT SANFORD, FLORIDA G" DIA. STANC)ARD BLACK STEEL. CONCRETE TO BE. PIPE FILLED WITH CONCRETE. NEATL`{ ROUNDED EXPOSED PORTION OF PIPE AND PAINTED. SHALL BE CLEANED, PRIMED AND PAINTED. (SEE SPEC. S> =C'T ION Oc)c300) REFLEC''IVE YELLOW SHEETING CONCRE-TE SLAB IB" DIA. MIN. DETAIL GUARD POST N T. S. 2"WELDED STEEL PIPE (AS SPECIFIED FOK FUEL- PIPE) GUT HOLE IN GRATE A5 REQ'D. l Grc.ATE STANDOFF Gl'.AMPS (6ALVAN IZED) ' ALE► E v 3/4' CONDUIT (SEE SHT. E-t) AS REVISED 13Y ADDEN- DUM # A. KOTO FLOAT15Y SEPATZ.ATION AS REO'D. TO AWCHOK SCIEN - ALLOW VALVE P_P_ - TIFIC WITH 40' PLACEMENT. COKD, SET TO PEAC.TIVAT>= SUPP02T StZACKET PUMP WHEIJ WELDED TO PIPE. WATEK LEVEL FALLS TO (o'.' -�' 2" 52A15S 61,67E VQ.L\/E (ENCaINEEP_ WILL ADJUST AND REMOVE= HANDLE). P-I=V. 1 - D EL.ETE SUMP PUMP (S E l= E=V I S l O N TO E L.1=VAT (O N. 'F` AT LEFT.) DETAIL -SUMP PUMP INSTALLATION N.T.S. FOR ELEVATIONS SEE SHT. C --5 AIRCRAFT FUELING FACILITY CONTAINMENT AND .LOADING AREA PLAN BCA.JOB NO: 92- 16 SHEET OF MIA l '1 TANK AREA PAD ( SPEG. SECT. 0339o) I • FOfZ CONTINUATION SEE 5' TO 10, WALL SECTION BELOW (AS SHOWN ON SH-T. C-3) 17 -4 �- �� LOADING AREA SLAB TRANSFER SUMP PIT 8 TRANSITION SECTION " I 8 I z � � - 3' 31 `- Or' (FDOT TYPE M ,ASPHAL- (F. D•OT• SPEC. SECT, 550) E U I P. PAD SPEG. SF=G ION 03300) rTANK TIC SUFZFACE COURSE Q T FOR PUMP It 8 l(o a_ i .. l3 -(o I GATE TRACK SEE SHT.C-7 COLUMN INSTALLATION 2 -O 13-Co 2 -O ( EAST EDGE OF COLUMN AT CTK-. OF y E E DI=TAIL Ig"(TYP) EQUIP. PAD, ANf7 WALLS AT END � t2„ �S' , { OF EQUIP.' PAD. LONGITUDINAL BUMP NEATLY FORMED IN FRESH i (TYP.) I 1 3 Z FEATHER. TO CONCRETE - ---;,HALL SE MONOLITHIC, WITH St_Ag /2 SMOOTH CEMENT STUCCO- 0 Q LONG. PIERS FOK PROPOSED TANKS, 4" FOUP_ Wo.5 SENT GARS (3-8"x 8') LEV. VARIES, SEE PL.ANI SHT- G-4 (TYP.� I -No. 5 <3AK CONT. - ZERO THICKNESS 12 WITHOUT GOLD JOINT. WELD TO K C T. gAFZS 0 ONE-No.s CONT. rr -ROUND I SLOPE VARIES CONCRETE PVMT. (CLASSZ, l- 58.10 �Ev f SS 83 STUCCO NEATLY FORM Z' x.2 ° KOUHP(TYP.) CL 5% MAX. 15% BROOM FINISH o RI=GESS ALL 4 SIDES ° I 1.5% 58.55 e p I.S /o OF OPE C� • .'a •: • I a ui _ NlN Lv 58. $ •• I COL)zSE STD 8'ic8i�1(o"CAt�1C. EiLK. J J CO a" s 9 �_ -- - E- J --- — • • •. p . ST P SEE Q —7� �T / / / / • Q'' - SLAB KEI NFOIZCEMENT Ut�I�E K'. 4 AND I COURSE g'x 8'x l(o KtJUGK- a LL -`•' , ® o _ a -� �SHT•C-4 GR.A F -, RIVETED GALVANIZED A TAN P T OUT F3LK. -FILL ALL CELL -cc, i / / / / • K OSI IONS -SEE PLAN l of I No. S BAR GONT, n 4' STEEL, NON -TRAFFIC, LOADING, SHT. C-4. • WITH COWC,. Q LL v' 2 -� x Z , FROT. TYPE G Q r r J � i 12 - 8 SQ. x 12 THK, SPOT FTG. - p y . 2 LAYERS (o x (o x No. IO/IO W.W. M. AT COLUMN MONOLITHIC, co a S7.33 STANDARD. U.S. FOUNDRY #rc-GIO 0.75% 1 i a I OR EQUIV. 6100LB.) o•-1ST/ n 1 :'. .', .•'.•' _P 'D a; WITH SLAB. ,;•, p•.• .o: �-e:•o: �: .�'. WORK PLATFORM I - — TAG K COgT p 0 a �r7 •� - — p - -�D •o' GRATE -- 'o• • eye. • �— b 'J No. 4 PEARS @ 12 O.G.E.W. F_L.S7.2 — 5 CAST IRON FLOOR PVC- I l%4' FEND '`` IZ'r° 2'-O"x2_ 8" TI-11CKEW ALL EDGES A5 SHOWNTERMINATE D2AlN - IZ".SQ. OK STUCCO No,5 BENT BARS @ 4'O.C. BELOW , EXIST. PVMT, l2"DIA. GRATE; 3-Mo. 5 F3AIz.S 2'-O"LONU EA. WA`j p� :' a WORK PLATFORM COMPACTED TO R6MAlN REMOVE EXIST. PVMT, HEA�/Y T{FFIG UNDER COLUMN. TO 100 /o MAX. DENSITY (PAID FO1Z FORM ENTIRE FACE GRADE "M STUCCO GONG. SLAB WITH o 2 No. 5 BARS GONT. ro""xG"xNo.10/10 W.W.M. �BE:IJD AROUND CORNERS) LOAC7lNG. DOES NOT APPLY IV- TfzANSFER. �� I i `' o'�. SEPARATELY -SEE NOTE SH"C. G-3) EQUIP. PAD IS CONSTKUGTED FIRST. (o PVC I I ( I I TOP Co" OF SUP�GRADE PERIMETERTYPIGAL ROENDIKED EXISTING ASPHALT PVMT. WITH CQ I I APPLY 2 COATS COMPACTED TO I4, 2-No.5 5AKS COKIT. I 51-FUMASTIC ' ° I No. 5 5AR. EACH COrZNE2 MAX. DENSITY T-IAA AREA LIMEKOCK BASE (THICKNESS N °' COAL -TqR UNKNOWN - SEE NOTE SHT, C-2) SASE PAINT f NOTES' 8'"CONC.. &LOCK, A.L.L. CELLS PVC PIPE SHALL BE a FILLED WITH LONG. (PRECAST i. STUCCO SURFACES 5HALL HAVE 5MO07H FIU` e,,H• SOLI DLY CEMENTED - - : CONC. ACCEPTAl3Lc AT CONTIZAC.TOIZ�S TRANSVERSE BUMP NEATLY FORMED IN INTO WALL_ �' D Q' IOPTION-SUP�MIT SHOP DWC7S.) 2. W021G PLATFORM SHALL L3E TESTED ice,.; ' • : = :' 1 • . CONCRETE, R3Y SGR.EEDING ACROSS TEMPLATES !v• p o v •. FOR "FHICKNESS Af`lD DENSITY PFz10R NOTE: CONTRACTOF? TO TO PF20CEE0ING WITH CONCRI=TE. 12" I2" ATTAGI-1ED TO SIdE FORMS. No. 4 BARS C9) 10'" O.G.E.W. � DE-WATEV, AS REQU IREU C01'l1STRUCTIOI`1 . ASPH. PVMT. - LONGITUDINAL BUMP -I FOR CONSTRUCTION SEE SECT. C' BELOW = GONG. PVMT. - (SEE SECT. 'A'. V 3. FOR CO►JC_RZETE REQUIR.V_MF_NT5, SEE I SEE SECT. \A' N SPEC . _':EC_T, 03�300 I NI - - _ FOt?. PAIt�JTI1�1C� REQUIREMENTS SEE (� i SPEC. SECT. 00900 JL.. '�0 - o • 1/4"SL0PI- ELEV. t-6.7e, SECTION -4 VARIES • o POURED CONCRETE. TIE BEAM VVE2Y GRZ T AL -I AT IS I THICKEN WORK PLATFORM TYPICAL SECTION THROUGH FACILITY AT CENTERLINE(►o�� t TO Imo') ;.: �. (SPEC. SECT. 03300) THIS POINT. coNGrzt=TE FACING SOUTH) (VIEW `� • �' lz I POURED CONIC. COLUMN EDGE TO lo" N.T.S. (SEE DETAIL-, SHT. G-4.) -1 - STFZIP OF CERAMIC TILE (TO SECTION B 4 W = _ 13E SELECTED gY ENGINEER) U T 0 o Q _ = 4 No. S BARS CONT.(PROVID-F_ 2 BENT 13ArzS .4T CoFZNER� TRANSITION ASPH. TO CONC. PVMT. SCALE: I/2" 1'-0° Y - z t1 Q F d SMOOTH STUCCO, PA.IF -rP_D J DISTURZBED AREAS TO BE GRASSED BY SEEDING. 10" -DER POUND EDGES CONC. WALL- WITH 2 No. 5 BAKS COKIT. No . 5 EARS I'_ 5" LG. a c� L,O P E V AR. l is 5 FOR, CONTINUATION SEE LAYOUT AND GRZADING PLA." 8rr ,-GATE TfZACK SEE SHT. C-7) 59. 10 z' SOD STRIP 15' PROPOSED ASPH, PAVED ROAD Z"ASPHALTIC- GONGRETE, SURFACE COURSE-F,RO.T. SPEC-. 5-1 / PRIME GOAT - F: D.O.T" SPEC- 300 B" LIMEf20GK EASE-FD.O.T SPEG. ZOO (DOUBLE COURSE COMPACTED TO 100`7o PAAY. PENSIT/ .1.5% 1 SECTION C C-4 TYPICAL ROADWAY SECTION (VIEW FACING NORTH) SCALE 1/2"= 1'-0" ASPH. OF- GONG. PVMT. - ELEV. VARIES - U v. GONG. FTG. WI2 No. 5 E ARz5 CAI�LT. DETAIL -GATE TRACK BEYOND TRANSFER EQUIP PAD DRAWN BY: J.Q.G. CHECKED BY: L.G.G. APPROVED BY: �• F' DATE: lo- B2 PROJECT NO. I I I - 92 FCEV ISED PEFZ ADDENDUM No. I ,.g.G. �. P. N0. DATE RE`41SION BY I APPD. Co" WORK PLATFORM COMPACTED TO 1007o MAX" DEN s ITY 5' TO 10' 'AS SHOWN ON SHT. C-3 ) TYPE II TRANSITION (SEE SECT. A //////////////////// SLOPE VARIES AT COk1QEGTIONS TO 29)tl-' ST. AND 30T--H ST., AND WITI--IIf`1 IS FT. OF LOAFING AFCEA PAVEMENT. TANK ACCESS PLAT FORM 1� FUEL v ILTrT rrrrrrrrrlTTrrrrrrrrrrrrrfrrrriTrrrTTrrrTTTTTTrrr STUCCO TILE STRIP EL. CoCn.75 GAT E �- CONC. LOADING AREA SOUTH ELEVATION - (NORTH ELEV. IS REVERSE) SCALE 1/8"= I'- 0" BRISTOL, CHILDS AND ASSOCIATES,- INC. CONSULTING ENGINEERS - PLANNERS 4012 SALZEDO STREET CORAL GABLES, FLORIDA 33140 (305) 446-8351 W a (NOTE : CC)LORE, ABOVE- AND O Q (7 - F3ELOW TILE -TEMP TO BE-- 0 j>� Q _ D I F F=E R E NT. SEE SE•CT'. 09900 ) 00 w L o U In - REV. I> ELEV. VAKIES N (SEE Sf IT. C-4.) �_ a z - O X I0 - IMPORT -ANT ' O W 3 U = - BOTTOM 2 COURC3E5 MLK�T- _ _ 13E LAID, 1N�PEGT C-D, FILLEV WITH CONGRE-rE, AND INC✓ PECTED = _ GRADE SMGXJTH ARM AGAIIJ PFZIOR 70 PLAGIT-16 � �� AROUND PERIMETER REMAINING' COU RGEs. = N � � O F WALL FOK SLABS THICKENING AND RZEINFOK�EMENT L — — REV' I AT COLUMN, SEE DETAIL. SHT. C-4. - - K V 1 REINF. NOT SHOWKI, SEE SECTION ABOVE I S' TO G' WALL SECTION (TYPICAL ALL AROUHO TANK, TRANSPE.R EQUIPMENT ANO OIL SE-_P/,.1ZATC)FR AREAS). 3/ 1( = 1'-011 CL AIKCIZAF-T FUEL-ING FACILITY TANK ACCESS PLATFORM r-LADDER FOK VENTILATION GRILLE STUCCO DETAIL SEE BHT. C-Co. F,IP JET i FUEL AV. GAS TILE ST EL. G(o.75 IIIIYIVIAIYII111111111i1,II1111111111111�Ulllllll�lll�l!III�I�IIcomc. PAP FOK DO NOT PAINT GATES FAGS OF CURB EAST ELEVATION (WEST ELEV. SIMILAR EXCEPT WITHOUT GATES) SCALE: 1/8° = 1'-0" SANFORD AIRPORT AUTHORITY CENTRAL FLORIDA REGIONAL AIRPORT SANFORD, FLORIDA AIRCRAFT FUELING FACILITY TYPICAL SECTIONS AND ELEVATIONS BCA JOB No. 92-18 4"HIGH POLVPKOPYLENE LAWN EDGING MEANDERING 2 FT. TO 5 FT. PROM WALL. J AMC FOLLOWIt�CG SMOOTH CURVES. WALL-' NOTE: 13ACKFLOW PiZEVEIJTER IS PROVIDED UPSTREAM OF THIS UNIT. SEE SHT. M- 1. I Z" x I Z" X (o" DFEP GALV. STL. NEMA - -5K, ENGL. ) SECU9-ELY BOLT ET;? TO WALL. \ ' DO NOT PLACE 13EK.M OK PLAKITS LIMIT PLANTING AREA TO DRIP HOSE I IN FKOMT OF ?-"WIPE AT. HOSE 15I3Po I ;. ,. I ELEGTfzlr� PANELS. 120V. GFCI RECEPT. AND AT IRIZIGATIOtJ SEE BHT. E- I. COTKOLLEr� (SURFACE -MOUNT % ••:�� IN EIJGLOSURE� - -• ILEX VOMITOW_IA NANA' (DWARF YAPON HOLLY, "TO I x 15"TO Ie(3 GAL.) SPACED 3'i O.G. INSTALL IRRIGATION G01.1TlZOl_LER (SEE DETAIL AT KIC-jHT l- A I A_k EDGE OF 5EK.M - S' TO 6o FPOM WALL PLANTING PLAN N.T.S. I� G F�ASS I Z' TO 3' PLANTING AKEF 2" TO 3`LAY E r2 CYP2E55 MULCH LA,WW EDGING WOVEN POLY PKOPYLC- NE WEEP- 131bCKING FA,5KIG FKOM LAWN EDGING TO WALL:. (CUT AT EACH PLANT LOCH-C'ION) FILL SPACE A20UND ROOT' BALL WITH PLANTING SOIL (SEE NOTE S). SECTION A -A CD (ZO V. PW R . CC) SEE SHT. E- I %2" P V G 24 V. TKANSFOIZMEK- (SUPPLIED WITH SPKIMKL_ER TIMER-) ELECTFKOMECHANICAL SPRINKLEK TIMER (KAINP�IKp, TOKO, OK APPROVED EQUAL-.) POTAE>LE WATEFL CONK. WITH %2"VALVE - SEE SHT. M - I . O %z" GUPPEIZ - STKAP TO WALL_ TOP OF KM AT WALL - PVC. VALVE 80X WITH _3/4" SPK.INKLEK v SOLENOID VALVE (RAIt�IB1RD, TOR•O, OK APPROVED EQUAL GRAVEL %2'PVC TEE WITH DK.IP- IRR.IGATIOW HOSE SKAWCH- ING IN EACH DIRECTION - DETAIL - IRRIGATION CONTROLLER MOUNTING PLATE SEE BELOW\ C4 X7. 2S A 4'-O" LONG CHANNEL-2. ZEQ'D.- \ 1_.--COKJC,. BLOCK WALL II SPACES e 4"=3'\-8'1 1/2-2 811 0" 81f `�' III X III X ISGA. STEEL TUBING CAREFULLY CONTKOL PLAN PICKED' WITH DRIVE -ON c,a.sT WIDTH OF OP'GS. 120N CAP (JULIUS GLUM * CO # E,411, SO GRILLES WILL FIT OFz E.GQUAL ). 12 PICKETS REG?'D. PER- VENTILATION WALL. NOTES : 1. PAINT PEF_ SECT. 09900. 2. INCLUDE AL-1- CASTS IN PKICE PAID FROM 03300- 1. 3. SEE SECT. 05500 FOR GENERAL_ KEQMT'S. TOP OF WALL T'C P >-- / II rz I/fz X 21/2i` X I(4 STEEL ' PLATE, WELD TO ~ W CHANNEL AND ATTACH TO WALL WITH 5/15 I1 D I A. X 3" MACH. 5O LT C� EAR AIJCHOR . 4 PL47ES REclZ'D. I IEACN ENC2,TOPA"C) E5oTT0M. - STUC(f-O - I/411 SLC?RE - REV I EL. 51). 33 - VARIES - 1 S" TO EL. VARIES -� - WALL_ - - - - - EDGE OF EXIST PVMT. - SLACK LETT EIZS ON IZEFL. WHITE / BERM (SEE WALL SECTIOI.I) SHEETING; %Z" 4°NIGH NI N BLACK- EOIZDEK DKIP HOSE (o'± FROM WALL- RI - l AND STAKED DOWN AT ���^���� oe 3'MAX. INTER-VAl_S. I} ®3Ia0H1(1dN(1 T N Z4'WIDE WHITE THEfZMOPLASTIG STOP 13Aiz E 4"HIGH „ qj, ROAD (NO STIZ.IPE) (COMPACT) 1 EDGE OF P(ZOPOSED PVMT. -- DIA. OF ROOT �5A,LL (NO STK.IFE) fENP STRIPE MAiZKI NG �-, SIGN 1 NG SHOWN A&C)VE IS EDGE OF EXCAVATION PIA. = 2 x PIA. OF TYP. FOR OPPOSITE TRA,IJS. PVMT. ROOT &ALL- AND (or' BELOW ENt7 OF ROAD /ALSO. SOT T. OF KOOT E3A LL . Ok N.T.S. PLANTING NOTES 1. ALL PLANT MATERIALS SHALL BE GRADED FLORIDA NO. 1 OR BETTER AS OUTLINED UNDER GRADES AND STANDARDS FOR NURSERY PLANTS STATE PLANT BOARD OF FLORIDA UNLESS OTHERWISE NOTED. 2. ALL PLANT BEDS SHALL BE TOP DRESSED WITH 2"-3" SHREDDED CYPRESS BARK MULCH. 3. PLANT FERTILIZER SHALL BE AGRIFORM 21 GRAM TABLETS, SLOW RELEASE, 20-10-5 ANALYSIS. RATES OF APPLICATION SHALL BE AS RECOMMENDED BY MANUFACTURER. 4. STARTER FERTILIZER SHALL BE 6-6-6, 100% ORGANIC, WITH MINOR ELEMENTS. THIS FERTILIZER SHALL HAVE 40%-50% OF ITS TOTAL NITROGEN IN A WATER -INSOLUBLE FORM. 5. SOIL USED FOR PLANTING (PLANTING MIX) SHALL CONSIST OF 70% FLGRIDA NATIVE PEAT, 30% WOOD CHIPS (PINE BARK PASSING THROUGH 3/4" SCREEN) AND SAWDUST, 2 LB. STARTER FERTILIZER PER CUBIC YARD. SOIL MIXTURE USED TO BACK FILL PLANTING PITS SHALL CONSIST OF 1 PART OF EXISTING SOIL FROM CN-SITE, AND ONE PART PREPARED PLANTING MIX (DESCRIBED ABOVE). PAYMENT NOTES: 1. NO SEPARATE PAYMENT SHALL BE MADE FOR BERM, INCLUDE COST OF BERM IN PRICE BID FOR "GRADING". 2. NO SEPARATE PAYMENT SHALL BE MADE FOR LAWN EDGING, WEED BLOCK FABRIC, CYPRESS MULCH, PLANTING SOIL, PLANTS, FERTILIZER, IRRIGATION CONTROLLER, DRIP HOSE, OR FOR ANY LABOR, EQUIPMENT, INCIDENTALS, OR SUPPLIES REQUIRED TO COMPLETE THE LANDSCAPING AND IRRIGATION AS SHOWN. ALL COSTS INCIDENTAL THERETO SHALL BE INCLUDED IN THE CONTRACT LUMP SUM PRICE BID FOR "LANDSCAPING". DRAWN BY: G,PV FP CHECKED BY: LG-vG APPROVED BY: 13P DATE: I o - c>) 2. FILE: 2• IZ-9Z ADD CONC. WEIR AT I OF 3 M.E.S.'s A.K 13•P. I II-9Z KE.VISED PEK No. I NO. DATE REVISION BY APPD. 4"WIDE WHITE THERMOPLASTIC_ STRIPE ALUMINUM SIGN PANEL (SEC-T. -700 IAS AMENDED I suPPorcT Po= I 2;',Ye ALUM I 1 I E5EGIN STKIPE S I SIGNING AND MARKING DETAILS W.T. S. o SRISTOL, CHILDS & ASSOCIATES, INC. CONSULTING ENGINEERS - PLANNERS Qa 4012 SALZEDO STREET CORAL GABLES, FLORIDA 33146 ,4t POURED COt•IG. CAP -HT VARIES BERM c� J 1 2 No. 5 SEE SEC-TION "A, SHT. G- S• SECTION VENTILATION GRILLE (6 REQ1D. ) N.T.S. ROADSIDE SIGN LOCATION T `l' PE. I ALUM. OK 5.5. U-BOLT BRACKETS PE.FZ FDOT INDEX NO. 118LO (F-KCEPT PROVIDE TYPE IC FOR ANY SIGN EXCEEDING 31o"W IDTt4)- 2 15K.ACY-ETS KEQUIKEt:7 PER SIGN PA"EL, EXCEPT 3 KEQ'D. FOR. ANY SIGN EXCEEDII.IG 46" 1N HEIGHT. FINISHED GQADE TYPE 1 BRACKET TO PREVENT POST ROTATION (KEQUIKED FOK SINGLE -POST SIGNS ONLY) POST DKIV@Kl INTO GROUND (TYP. ALL POSTS SIGN MOUNTING DETAIL SIGN INSTALLATION DETAILS N.T.S. SANFORD AIRPORT AUTHORITY CENTRAL FLORIDA REGIONAL AIRPORT SANFORD, FLORIDA I IIIuj J _o I _III �I W tl _ 0 �i - I INSIDE OF OPi;. N II SHALL. PEE (I NEAT-L�/ FOKMEb IG'- 7 "" ± • l it EXPANSION JOIMT EXISTING INLE-T MATERIAL 4" TH IC K CONCRETE EXIST. GZADE G2ATE EL. SCo.Co�l `�L\ \� AT3 (P-(v/0 GLAS`� -1) \_/-o ITH �o" )e (1I X NC). 10110---A- -if- - ----- W.W.M.-BROOM SMOOTH ROUNDED / I I HICGII sTREt�IC�TH OPEN INCs / MORTAR 12" RCP WITH �/,��Tr '� / M ITERED END I '..Y. . •• I I ►NV. 54.0 I NO. 5 PAR OPEU HOLE IN INLET 8" I WALL.; USE CARE TO I AVOID DAM AG t NCB ST KUCT U KE. I I ALL WORK TO GE INCLUDED IN ALL WORK TU PEE INCLUDED PRICE IID FOR IZ" M.E•S. I I IN PRICE 5ID FOK COMWEC-TtOW TO EXIST INLET. I I I I SECTION MITERED END SECTION AT EXIST. INLET N. T. S. DIMENSIONS D X A F FIE EIG SinJlt Pipe 12" 2'- 1" 1 1.82' 3.27'1 5.09' 3.22' 8' 10.98'1 3.70' INCLUDE ALL CATS INCIDENTAL TO MITERED END SECTION, INCLUDING THE EI--OSION PROTECTION (AT Z OF S MITERED END SECTIONS) IN THE PKIGE BID PER. EACH FOK'miTE.KE.D END SECTIOw". M.E.S. LOCATION SHOWN ON PLAN KEFEKS TO THIS POINT. Soo,/ F r Round Corners �y'O SWALE I 1 ' BOTTOM - ___ -____I ----- __--___- Ir--------� ------------r=-----_r _ PKOTEGTION a. ' (DISCHARGE I END ONLY � I 10` SOD 3 I - ---------' ~ 1-- C- 7 _____-__-___-�--_ - --- ------------------- ADD -- ADD CONCRETE WEIR AT" I I OF 3 M.E.5.'s As MEDIC- ' I P.TED ON PLAN - TOP `• ELEv S.�.50 4"THICK CONC. SLAB Q (CLASS II) WITH fo'x(o"xIJo.10/lo n �o' Q W.W.M.-BROOM FINISH Ian 1 , 1 5 TOP VIEW -SINGLE PIPE 1p!�D NOTE' SLOPE SOD TO BE PAID VARIES a FOIL SEPAR.ATE.L.V -SLOPE 4 '1, EXCEPT 3: 1 FOIZ M.E. S. AT INLET. B � (SEE DETAIL A130V E ) ' INV. ELEVATION w Concrete %4/FT. THICKENEP EDGE WITH 4 Pipe - Connector i t SLOPE 2 No. 4 eAKS CONT. I 2' I NUf Less Jlxn D a No Pipe Joint Permitted �•1 Ba/-�` �• Unless Approved D the E ineer I f Paid For As Pipe Culvert `- $"(M I N. F !Pit Iv B !octal d Und r Unit Pric For llit / d End $ Iton) -�. D t e e e e e ec o -�..I SECTION CONCKETE SWALE BOTTOM PROTEC-TION, 4"THK. COLIC•. (CLASS 1), WITH (o"X (o" x No 10/10 W.W.M. HEAVY 5V_00M FINISH. AfCEA OF SWALE BOTTOM PKOTE.CTION FOK PAYMENT SHALL 8E THE MITERED END SECTION DETAILS SURFACE AREA. NO ADDITIONAL MEASUREMENT Off PA/MENT ALL i3E MA E FOtiz THICKENED EDGE. a / J N.T. S. - �L F_ AIRCRAFT FUELING FACILITY BCA JOB NO.: 92-18 MISC. DETAILS SHEET C-6 OF TOP OF FUELING FACILITY WALL. PIC KET ATTACH TO WALL ct / x WITH 2-�YS"x 4"LONG NT'ERL0C K SLEEVE BOLTS - - BRACKETS - SEE DETAIL 15G-LOW GATE FKAME (FOR. LOCATION SEE PLA" AT KIGHT) INTERLOCK ASSEMBLY N.T.S. W4 GA FUEL -I K1G FACILITY WALL TYP. INTEFRLOGFC ASSEMBLY - SEE D1=TAIL AT LP -PT. i x I x x%-Co- LONG STEEL TUP5ING PICKET WITH DIZIVE-ON CAST IKON GAP (JULIUS SLUM � CO.,# 541 1 OF- APPROVED EQUAL._) ON TOP. 52 PICKETS IZEQ'D. PCK GATE LEAF. PICKET DETAIL N.T. S. NOTE: USE CAKE WHILE TK)2 ?,QSPOK.TINC-j GATE TO AVOID DAMAGE TO PICKETS, 11 C'T C S I t`J O I L, \—F TOP OF WALL_ OK COLUMN W6 x 13 STEEL GUIDE BEAM 17' O"LC*.C, (1 KEQ'D. PEK GATE ) 33/8"2 �2'r EAST FACE OF WALL �OK CC) LUMIJ i (o" x 3/5" IF AT EACH - END OF SEAM; WITH L U u 3/4 2- x 5 STL. SLEEVE - O /4 to 5"LOtJG i BOLTS INTO WALL MACHINED � POLISHED 3 J8 S. S. SHAFT, 3/4 - 10 N PT- T 1 `{ THKEA.DS ON ONE EWP. 1 5"DIA. x 2"W. UKETHANE PROVIDE S.S. tJUT WASHER; . I j I WHEEL- WITH 3/4'r DEL1Z`/N I DKILL HOLE THIZU NUT SHAT AND INSTALL FTTE2 j I I BEAKING (AVAIL, FKOM I QI i j CKAFT EQUIP- TAM PA.) S.S. PIN. 3 Z%i' N i S.S. FLAT WASNE2 Q Z i I BOTT. OF GUIDE BEAM I ` - 3/4"S.S. PIPE SPACEtZ UJ �7/WELP 11. �" 14`� x %z" PLATE —O SHAFTS TO I� U Y4" 2'/8" S 7/8 " 3rr TYP. BOTH SIDES Q LL r, WELD ELE67-R'ODE1i Atliv GATE 3 x I I X /Z PLATE METHOD SHALL 13E. SUITABLE FOR S.S. 4 GARI30M STEEL. 3%z"x 9" x NEOPRENE BUMPEK. ADNEKED TO PLATE (BUMPS AGAII.IST TO STOP GATE TOP ROLLER ASSEMBLY COL. REINF. STL.Fj ~� (SEE Z�-tT.C-S� (o' ` )C _1 I1z � X If-z III ( ! I ! TPK.STL. PLATE--�\ CN i I rn Lv LOCK PLATES SEE DETAIL 5ELOW HANDLES N.T. S. i.l " —FOUR 5�8 DIA. x' LONG STEEL SLEEVE OR �- WEDGE BOLTS. X (- COLUMN (CONCRETE.) X (o� X Ill THK.STL. PLAT I- �- Coll X 3" X v2" NEOPRENE RUgeER BUMPI=R. ADHERED TO S-'L. PLATE (TYP.) i � I T Y P. PADLOCK BY OWNER w. PLAN �,� R HANDLE 5/8"'o ROD BEN -I- As -- SHOWN AND WELDED TO 1� OUTSIDE OF LOCK PLATE (2 REq'D,) - ---t/2 DIA. HOLE TI4FZOUGH 3 PLATI=S� POR PAPLOGK . -- (DRILL AFTER INSTALLINCa FACE OF FRAME-- 2 �2" 3ya" GATES) FACE OF PICKS C S - ""I \— LOCK PLATE (2'h" X to"X 1/2u ) i WELDED TO GATE FRAME (2 REQ'D� SIDE VIEW CENTER STOP ASSEMBLY DRAWN BY: L.13. 0. P V. CHECKED BY: A.K. APPROVED BY: B.P. DATE: 10 - 92 FILE: 3" 0 0 2 - 3/4" DIA. HOLES ( 1 OF Z UN ITS ) HOT SEND AS SHOWN, OK. WELD FROM 3- 3/a"THK. z� STL. PLATES. INTERLOCK BRACKET (2 REUD. PER GATE) N.T. S. Ik TYP %4 GATE PICKET SEE VETA1 L ABOVE -� SUKFACE OF ASPHALT PVMT. Z02 tLd NOTE DISTANCE FKOM ENDWALL TO FACE OF CENTER COLUMI�1 SHALL 5E CAK.EPLA-LY CONTKOL.L.ED SO GUIDE SEAM WILL FIT. - 1 I t%'-S" TRAVEL. � i 1G` - 1 I/4" OPENI NCa TOP 20LLEFR ,SSI=M5L`( - EDG�E OFG�ATE 12EQ'D. PER GATE LEAF. 1 IN OPEN POSITION ZEE DETAIL AT LEFT.-­,,,, _--TOP KOLLEK ASSY. WITH d W8 x t3 CaUtDE P>EAM Ai30VE ` � GATE IN OPEN POS. = 1 = ii t(1 GONG. PAD FOR G-�AT� T2AGK ,ATE TRACK. SUKFACE OF CONC, PVMT. IN FKONT OF GATE TRACK (SEE SHTS• C-4 � C-5) �-� COLUMN I 4" (REF.) 8" X ICE" GONGRETE If COLUMN (SEE SHT C-4 ANDG-S.) -GATE (IN CLOSED POSITION) EOPEN %_6EMTER. HOPENSTOP ASS>✓MBL`( - SEE DETAIL 8EL-OW LEFT. NOTE'. LIBERALLY APPLY I LITHIUM GREASE TO PLAN MOTE, LEFT GATE IS MOV I N G PARTS. SHOWN; KIGHT GATE ►S SIMILAR.. i I I B'- O" GAT E EAST ELEVATION � I 4"x3"x �4" STl_. TUPiI NG (GATE FKAME) 10"DIA. x 2"WIDE SOLID I I I COL. MACHINED MANGANESE &KONZE-WHEEL WITH I %4 SI EBSOTH 3/4" 0.750-0.7(o0"gOKE AND 7/8`V-GKOOVE DEPTH, S"x 1000NC. AVAILABLE. ON OKDEK COLUMN (SEE FKOM CI;AFT EQUIP. Co., STEEL PLATE SHT. C-4 C-S) TAMPA, FL. 2"DIA, x Y2'THK. �r � P�20NZE DISC SPACEfz. I f 113/411 3/a" S. S. LOCKWASH E R `-45'MITEK p 2 ' AND NUT, WITH 5.s. (HEIGHT VAKIES ) DO 1v0T PAINT CURB FACE J +I 0 _ S r _ GONG. PAD ' EL• SG)•IO- SEE E)14T. BfZA: r COTE RPIN. 3/41DIA. x (o%2"LONG MACHII,IEP S.S. SHAFT, 3/4-10 NPT x I%2' LONG THK.EApS EACH ELIC?. Z"x Z"x %' BKONZE ANCHO IZ PLATE SPACED ATTACH TO CONC. r WITH 5'e' DlA BOTTOM WHEEL A5EMt3LY - SEE DETAIL. AT FIGHT GATE ASSEMBLY N.T.S. GATE FABRICATION AND INSTALLATION NOTES 1 . GATE FABRICATION AND INSTALLATION SHALL BE IN ACCORDANCE WITH SPECIFICATION 5. OBTAIN THE BRONZE WHEELS AS SOON AS POSSIBLE. THIS ITEM HAS A LONG LEAD SECTION 05500 (METAL FABRICATIONS) AND AS DETAILED HEREIN. PAINTING SHALL BE TIME. AS SPECIFIED IN SECTION 09900. -FED 6. STAINLESS STEEL SHAFTS SHALL BE PRECISION MACHINED TO FIT THE BORE OF THE 2. SHOP DRAWINGS MAY BE SUBMIT AT THE OPTION OF THE CONTRACTOR, BUT ARE WHEELS (SHAFT DIA. NOT MORE THAN 0.01 " SMALLER THAN THE WHEEL BORE DIA.). NOT REQUIRED. GATE SHALL BE FABRICATED EXACTLY AS SHOWN ON THIS DRAWING. IF THERE ARE ANY QUESTIONS REGARDING THE INTENT OF THE DESIGN, CONTACT THE 7. NEOPRENE BUMPERS SHALL BE CLEANED WITH ACETONE AND ADHERED WITH ENGINEER. INDUSTRIAL -GRADE RUBBER CEMENT. 3. PICI<ETS MAY BE FIELD -WELDED ONTO THE FRAME AT THE CONTRACTOR'S OPTION. 8. ALL WELDING SHALL BE PERFORMED IN A NEAT AND WORT<MANLIKE MANNER IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY "STRUCTURAL WELDING CODE". 4. DIMENSIONAL TOLERANCES SHALL BE CAREFULLY CONTROLLED. THE MOST CRITICAL ITEMS ARE AS FOLLOWS: 9. ALL COSTS INCIDENTAL TO GATE INSTALLATION SHALL BE INCLUDED IN THE CONTRACT LUMP SUM PRICE BID FOR "CONTAINMENT FACILITIES". A. GATE FRAME MUST BE FREE OF WARP (TWIST). THE "LOCI( END" OF THE GATE WILL BE HELD PLUMB BY THE TOP ROLLERS; THE "FREE END" MUST ALSO BE 10. ALL MEMBERS ARE TO BE A36 STEEL UNLESS OTHERWISE NOTED. PLUMB (WITHIN PLUS OR MINUS ONE -QUARTER INCH). "SS" INDICATES STAINLESS STEEL, REv. I B. THE GATE TRACI< MUST BE LEVEL AND MUST FOLLOW A STRAIGHT LINE. SAN9218.214 C. THE TOPS OF THE PICI<ETS MUST ALIGN, FOR APPEARANCE. RI OL, CHILDS & ASSOCIATES, INC. Q� CONSULTING ENGINEERS - PLANNERS �a 4012 SALZEDO STREET CORAL GABLES, FLORIDA 33146 SANFO D AIRPORT AUTHORITY I El \ IT I aL FL R IDA `IO L AIR'0��-F SANFORD, FLORIDA •x i i I I i 4"LONG S.S. SLEEVE O K 2t�2u 1z I I WEDGE BOLT / Z(TyP. EAG,t-1 SIDE) z x 2.' x 3/(0 BRONZE ANGLE GATE TKACK (TWO- 3I� O" LONG SECTIONS; EACH MA-Y CONSIST OF 2 OK. MOKE SEGMEMTS ), BOTTOM WHEEL ASSEMBLY AND GATE TRACK AZ/ L AIRCRAFT FUELING FACILITY BCA JOB NO.: 92-- 18 SLIDING GATE ..DETAILS..'SHEET C-7 -— OF i y 3/ A c DRAWN BY: I T_C.-f I CHECKED BY:JGJ APPROVED BY: C-1GJ -- GATE: FIL E: - I 1 1— 93 REVISIONS PER ADDENDA BY APPp. i7�� y: BRISTOL, CHILDS & ASSOCIATES, INC. i ' CONSULTING ENGINEERS PLANNERS T. 1� 4012 SALZEDO STREET �'� CORAL QiABLES, FLORIDA 33146 LEGEND BUTTERFLY VALVE 25 JET -A FREE VENT CHECK VALVE 26 AV —GAS VENT 3 SWIVEL JOINT 27 JET —A FLOAT 4 LOAD HOSE INSPECTION HATCH 5 OFF—LOAD CONNECTION 28 JET —A FLOAT 6 JET —A —LOAD CONNECTION INSPECTION CABLE 7 AV —GAS LOAD CONNECTION 29 PIPING MANHOLE 8 LOADING VALVE & COVER 9 GROUNDING REEL 30 PERSONNEL MANHOLE, 10 FIRE EXTINGUISHERS COVER & LADDER 11 JET -A LOAD/OFF—LOAD PUMP 31 GAUGE HATCH AND 12 FILTER SEPARATOR, CONTROL VALVE GAUGE PLATE 13 AV —GAS LOAD/OFF—LOAD PUMP 32 500 U.S. GAL. WASTE 14 FILTER/W I.CONTROL VALVE OIL ABOVEGROUND 15 STTRAINER, AUTO AIR ELIMINATOR STORAGE TANK 16 FLOW METER 33 FREE VENT 17 STRAINER 34 CONDENSATE DRAIN 18 INSTRUMENT VALVE VALVE 19 PRESSURE GAUGE 35 BALL VALVEr 20 20,000 U.S. GAL. JET —A 36 FUEL SAMPLING VALVE 21 20,000 U.S. GAL. AV —GAS 37 THERMAL RELIEF VALVE STORAGE 'TANK 38 AUTOMATIC AIR 22 TANK FILE,. W/FILL DIFFUSER ELIMINATOR 23 _ TANK SUCTION 39 ATR ELIMINATOR CHECK'. W/FLOATING SUCTION VALVE 24 .AV —GAS TANK SUCTION 40 4" THREADED CAP FOR FUT!!RE W/FLOATING SUCTION RECOVERY 41 LIQUID LEVEL ALARM GENERAL_ NOTES 1 THIS CONTRACT INVOLVES WORKING WITH AVIATION FUELS (JET —A & AV —GAS) . THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS `1'O ELIMINATE FIRE, EXPLOSION A1ID SPILL HAZARDS DURING CONSTRUC ION ' OF THIS FACILITY. 2 EXERCISE EXTREME CARE WITH EXISTING UNDERGROUND 3 NOTIFY SANFORD AIRPORT AUTHORITY PRIOR TO COMMENCING WORK, } 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTAINING, REMOVING AND PROPERLY DISPOSING OF ANY FUEL SPILLS CAUSED BY WORK UNDER THIS CONTRACT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE AUTHORI.'VIES IF ANY SPILL DOES OCCUR, AND COMPLY WI'i'H ALLL REGULATIONS. 5 FUEL FOR S'PAR`i'—UP AND TES'-I'ING SIIAL,L, BE FURN;I:SI]ED BY THE AIRPORT AUT[1ORI'_l'Y . CONTRACTOR SHAI;L r COMPLETELY CLEAN ALL SURFACES IN CONTACT WITH FUEL BEFORE INTRODUCING .FUEL, INTO THE SYSTEM. 6 ANY CONTAMINATED OR LOST FUEL SHALL BE PAID BY THE CONTRACTOR. Li _r1 \% A k HUP'SEY o f4lCOW, DES o -GA ICIA- U&REZ COhISULTIhIG ENGI II;0S `f �. ©112. 2900 SW 28- LANE MIAML FL 33M3 C305>445-8�501 ' SANFORD AIRPORT AUTHORITY AIRCRAFT FUELING FACILITY CENTRAL FLORIDA REGIONAL AIRPORT ; TANK LAYOUT & PIPING PLAN SANFORD, FLORIDA I -- -- - -- ` O i� <169 a p� v�;(iYPu i JET FUEL 161 5<c> 4 r� mac- L- sure � ofZ wTu l61"14-H�,__<@> j II� I� 20, 000 &t6L. I� �,, I� 777Y�vyI� 4��' I► � � ►► 5� - '' � — 'r�I-� I j '- AV --GAS ems+ AV -GAS AND JET FUEL PIPING DIAGRAM N.T.S. DRAWN BY: cot CHECKED BY: APPROVED BY: �1 ,DATE: I O • �� - �- FILE: I 1-93 FREVtS I OK)s PE.2 A c) DE Q DA. NO. DATE REVISION- BY APPD. DETENTION VESSEL FOR TET-A ONLY - 18" DIPS. X. G' - O" LONG, SAME CONSTRUCTION � LINING AS TANKS/ ON SUPPORT CRADLES, WITH Sit FLANGED CONNECTIONS , JTA Fob LJD L CHECK VALVE �IF'F_ ( TET-A-ONLY1 �� 0 ; u-• I -I XT-A AND . AV -GAS PUMP, FILTER STATION SCALE:3/8"W-0" LEGEND BUTTERFLY VALVE 25 JET -A FREE VENT CHECK VALVE 26 AV -GAS VENT 3 SWIVEL JOINT 27 FLOAT 4 LOAD HOSE INSPECTION HATCH 5 OFF-LOAD CONNECTION 28 FLOAT . 6 JET -A -LOAD CONNECTION INSPECTION CABLE 7 AV -GAS LOAD CONNEC`.CION 29 PIPING MANHOLE 8 LOADING VALVE & COVER 9 CONCRETE - COLUMN Rev. 30 PERSONNEL MANHOLE, 10 FIRE EXTINGUISHERS COVER & LADDER 11 JET -A LOAD/OFF-LOAD PUMP 31 GAUGE HATCH AND 12 FILTER SEPARATOR, CONTROL VALVE GAUGE PLATE 13 AV -GAS LOAD/OFF-LOAD PUMP 32 500 U.S. GAL. WASTE 14 FILTER/W CONTROL VALVE OIL ABOVEGROUND 15 STRAINER, AUTO AIR ELIMINATOR STORAGE TANK 16 FLOW METER 33 FREE VENT 17 STRAINER 34 CONDENSATE DRAIN 18 INSTRUMENT VALVE VALVE 19 PRESSURE GAUGE 35 BALL VALVE 20 20,000 U.S. GAL. JET -A 36 FUEL -SAMPLING VALVE 21 20,000 U.S. GAL. AV -GAS 37 THERMAL RELIEF VALVE STORAGE TANK 38 AUTOMATIC AIR 22 TANK FILL W/FILL DIFFUSER ELIMINA`t'OR 23 JET -A TANK SUCTION 39 AIR ELIMINATOR CHECK W/FLOA`t'ING SUC`t'ION VALVE 24 AV -GAS TANK SUCTION 1•1/ FLOAMIG SUt"TION o BRISTOL, CHILDS & ASSOCIATES, INC. Q CONSULTING. ENGINEERS - PLANNERS Qa BC4 4012 SALZEDO STREET CORAL GABLES, FLORIDA 33146 05 <,.> T 5 rI h'1�11` �I irk C-I SECTION A 3 / 8": 1 ' - 0" �II 4, TA-�I-e)s SANFORD AIRPORT AUTHORITY CENTRAL FLORIDA REGIONAL AIRPORT SANFORD, FLORIDA SECTION B 3/8:1-0 IIUI'SEY o NICOLAIDES o GA CIA �'UAkZ HNaGs, 12, 2900 SW 28 LANE NS MIAMI, FLLTING hI331�3 R (305)44©I 501 AIRCRAFT FUELING STATION BCA JOB NO.: - 92-18 PIPING PLAN & DIAGRAMS SHEET M .2 OF . • d L I I N.O. 4» FILL LINE TO PUMP SUCTION — -; 3 , -C .� PLAN VIEW ELEVATION 1/4'-1'-0' JET --A STORAGE TANK SERVICE PLATFORM NOTES (CONY.) 3. Railings shall be fabricated of 1 1/4"-black steel -pipe, mitered and fully welded together at joints. Deck frame'' 25 and stair stringers shall be fabricated of steel channels. ".Grip Strut" panels for catwalk deck shall be not more than 121' wide. 4. The stair.and platform shall )?e.designed to withstand a uniformlFapplied.load of 100 lbs. per square foot and Vithstana concentrated vertical load of 300 lb. applied in any 10-square-inch area, with total deflection (frame 30 plus deck) not exceeding one -quarter inch at any point. N� 5. Stair railing's (32" high) shall -be designed to resist a 10�- 40 DIA. horizontal thrust of 20 lbs. /l,in. ft. , and guardrails (42" high) shall be designed to resist a horizontal thrust of 50 lbs.,/lin. ft. 4: 6. Stairs shall meet.any requirements of the locall building department with respect to tread width and riser height. FILL PIPE 18" SUCTION PIPE SADDLE BASE 3y—O» SEE SHEETS C-4 AND C-5 ! .� s. �:'.~.� � r r _� i4 s+.••,r: y jam. • � END VIEW 1/4'4-0' I DRAWN BY: CHECKED BY: APPROVED BY; DATE: FILE: 5/8" X 1-0" ANCHOR BOLT 1 5-5 REVISIONS PEF; ADDEND,&, NO. DATE REVISION BY APPD. u 8» FUEL TANKS SERVICE PLATFORM ELEVATION 1/4» 1 ,—Ojt NOTE: 1. ENTIRE,ASSEMBLY SHALL.BE WELDED STEEL, SHOP PRIMED AND FIELD PAINTED. PROVIDE SHOP DRAWINGS FOR ENTIRE INSTALLATION. s 2. PROVIDE "GRIP —STRUT" GALVANIZED STEEL FOR STAIR TREADS AND 'CATWALK SURFACE. �, 1 NOTES CONTINUED ABOVE LEFT. SADDLE BASE (TYPICAL) 491 1 Y2 ' SADDLE BASE (STD. STEEL SADDLES) DIA- CONC.ANCH. WASTE OIL STORAGE TANK THIS DETAIL REVISED PER ADDENDUM NO. J n 1/4 = V-o" FILL Litz TO PUMP SUCTION LEGEND 1 BUTTERFLY VALVE 25 JET —A FREE VENT 2 CHECK VALVE 26 AV —GAS VENT 3 SWIVEL JOINT 27 FLOAT 4 LOAD HOSE INSPECTION HATCH 5 OFF—LOAD CONNECTION 28 FLOAT 6 JET —A —LOAD CONNECTION INSPECTION CABLE 7 AV —GAS LOAD CONNECTION 29 PIPING MANHOLE 8 LOADING VALVE. & COVER 9 GROUNDING REEL 30 PERSONNEL MANHOLE, 10 FIRE EXTINGUISHERS COVER & LADDER 11 JET —A LOAD/OFF—LOAD PUMP 31 GAUGE HATCH AND 12 ~. FILTER SEPARATOR, CONTROL VALVE GAUGE PLATE 13 AV —GAS LOAD/OFF-LOAD PUMP 32 500 U.S. GAL. WASTE 14 FILTER/W CONTROL VALVE OIL ABOVEGROUND 15 STRAINER, AUTO AIR ELIMINATOR STORAGE TANK 16 FLOW METER 33 FREE VENT 17 STRAINER 34 CONDENSATE DRAIN 18 INSTRUMENT VALVE VALVE 19 PRESSURE GAUGE 35 BALL VALVE 20 20,000 U.S. GAL. JET —A 36 FUEL SAMPLING VALVE 21 20,000 U.S. GAL. AV -GAS 37 THERMAL RELIEF VALVE STORAGE TANK 38 AUTOMATIC AIR 22 TANK FILL W/FILL DIFFUSER ELIMINATOR 23 JET —A TANK SUCTION 39 AIR ELIMINATOR CHECK W/FLOATING SUCTION VALVE 24 AV —GAS TANK SUCTION 40 4" THREADED CAP FOR W/FLOATING SUCTION FUTURE RECOVERY 41 LIQUID LEVEL ALARM �32' RAIL JET FUEL AV -GAS \ W FILL PIPE to - } SUCTION PIPE SADDLE BASE 3'_0" 1'—O» SEE SHEETS C-4 AND C-5 .: i. / 0 ANCHOR BOL T END VIEW 1/4*-T-0' N J G HUFSEY o NICOLAIDES o 'GAR(IA STJAREZ CONSULTING ENGINEERS HN — LIS # 920122 ', 2900 SW' 28 LANE MIAML FL 33133 C3055445-8501 A SANFORD AIRPORT AUTHORITY CENTRAL FLORIDA REGIONAL AIRPORT SANFORD, FLORIDA AIRCRAFT FUELING STATION BCA cos No. 92-18 , TANK DETAILS sHEET M- j' OF 1/4" DUST CHAIN 3/4" WELDE QUICK COUPLER 3ALL VALVE 1/4" REDUCER S. PROBE FLOW DIRECTION 1/2 D I A --j45 IN DIRECTION OF YiVW HIVU IN FiVKIL. PLANE. FUEL SAMPLING PROBE N.T.S. UNION(TYP) TEST CONN. (IN FILTER BODY) FLOW CONTROL/WATER- SLUG VALVE VESSEL DRAIN DRAWN BY: CHECKED BY: APPROVED BY DATE: FILE FROM RELIEF 8" X 4 8" STE FLANGE 316 SS 40 MESH STRAINER WITH RIGID 316 SS FRAME •TEEL SIDE STIC NDTr— . a"' dia,. , drain'receptor, ' 2'�'d a. drain pipe, and pipe fittings shall, be epoxy -lined -as specified for fuel piping. 3/4" ) MANUAL AIR VENT WITH 3/4" BALL VALVE NIPPLE & CAP 35 DIRECT READING DIFFERENTIAL ��- PRESSURE GAUGE ; STAINLESS STEEL TUBING 36 PROVIDE REDUCERS C. AND FLANGES AS REQUIRED (TYPICAL FOR INLET & OUTLET) (TO BE SUPPLIED BY CONTACTOR) .v•a a• a¢ a•4-.e••. 35 (3/4" ) JET -A -FUEL FILTER DETAIL NOTE: 1. THE FILTER ASSEMBLY SHALL BE SUPPLIED WITH ALL ACCESSORIES INSTALLED AND CONNECTED. 2. INSTALLATION OF ALL VALVES AND ACCESSORIES SHALL BE DONE IN STRICT ACCORDANCE WITH MANUFACTURER'S 1/8" THICK RECOMENDATIONS. BUNA.N GASKET i Ev ► 3: Tank .and filter sampling/condensate drain pipes and fittings shawl be 3/4"` stainless steel and . Drain valves shall F&S ADJUSTABLE be frostproof type, stainless steel,, `and shal'1 be located at PIPE SADDLE FIC the` end of the drain pipe. 426 . H VESSEL DRAIN TEST CONN. (IN FILTER BODY) FLOW CONTROL VALVE -\ VESSEL DRAIN ... .4 .! •q. N AEI -GAS -FUEL FILTER DETAIL NOTE: 1. THE FILTER ASSEMBLY SHALL BE SUPPLIED WITH ALL ACCESSORIES INSTALLED AND CONNECTED. 2. INSTALLATION OF ALL VALVES AND ACCESSORIES SHALL BE DONE. IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMENDATIONS. FUEL PIPE 2 1/2" T READED REDUCES -- 9"0 BASE PLATE i - 3" VARIES (4) 1/2" X 4" EXPANSION BOLTS PIPE SUPPORT DETAIL N.T.S. j. NOTE: FOR PIPE ANCHOR USE-F&S FOUNDRY FIG.1427. } l -93 P-EVIS►ONS Pat- /,.DD.EN•DA NO. DATE REVISION BY APPD. J I EQUIPMENT SCHEDULE 1. BUTTERFLY VALVE 2. CHECK VALVE 3. SWIVEL JOINT 4. LOAD HOSE 5. OFF-LOAD CONNECTION JET -A FUEL - AV -GAS -- 6. JET -A LOAD CONNECTION 7. AV -GAS LOAD CONNECTION 8. LOADING VALVE 9 • EYEWASH/SHOWER 10. FIRE EXTINGUISHER 11. JET -A LOAD/OFF-LOAD PUNLP 12. FILTER SEPARATOR, W/CONTROL VALVE. 13. AV -GAS LOAD/OFF-LOAD PUMP 14. FILTER, W/CONTROL VALVE 15. STRAINER W/AUTO AIR ELIMINATOR 16. FLOW METER 17. STRAINER 18. INSTRUMENT VALVE 19. PRESSURE GAUGE DRAWN BY: CHECKED BY: C �� APPROVED BY: DATE:©• 2� - °�� FILE: NORRIS R-235 SERIES. STREAMFLO CT 4". EMCO-WHEATON 3" (D123-003) DAYCO 7266 SERIES; 3"DIA X 8'-0"L. EMCO-WHEATON (F501-001) 4" WITH CHAIN AFFIXED DUST CAP. OPW 1661 AN0300 WITH DUST CAP. PARKER F117-V7C 2 1/2"X3" UNDERWING NOZZLE. PROVIDE PARKER F421, ADAPTOR WITH CHAIN -AFFIXED DUST CAP TO OWNER, FOR REFUELER INSTALLATION. EMCO-WHEATON (J451D-001) 311X3" KAMVALOK COUPLER. ADAPTOR WITH CHAIN AFFIXED DUST CAP FOR REFUELER INSTALLATION. EMCO-WHEATON E471, 311. SPEAKiMAN S-612 CART -MOUNTED KIDDE 125 ABCR-1 GORMAN-RUPP RS3A-B 4"X3" WITH AIR RELEASE. PUMP SHALL OPERATE AT 300GPM, 80'TDH, 10.OHP 1750RPM, 208V, 3 PHASE. MOTOR SHALL BE EXPLOSION PROOF. PROVIDE STAINLESS STEEL SHAFT. FACET OUANTEK FILTER MODEL VFCS-C-3N38-458F. THE FILTER/ SEPARATOR WITH A FLOW CAPACITY OF 300GPM, IT SHALL BE SHOP ASSEMBLED WITH ALL ACCESSORIES AND DELIVERED TO JOB SITE AS ONE INTEGRAL UNIT READY FOR IMMEDIATE INSTALLATION. (SEE DETAIL). PROVIDE THE FOLLOWING ACCESSORIES: AUTOMATIC AIR ELIMINATOR PRESSURE & THERMAL RELIEF VALVE SAMPLING PROBE FUEL/WATER SEPARATOR PILOT CTRL 4" INLET/OUTLET CLEANOUT CHAMBERS MANUAL DRAIN VALVE: BALL VALVE, 1" AT INLET ELBOW. AUTOMATIC WATER DRAIN VALVE: CLA-VAL 100AF, 111. FLOW CONTROL/WATER SLUG VALVE CLA-VAL 40AF2C, 4", SET FLOW RATE AT 300 qPM. INSTRUMENT TUBING: STAINLESS STEEL SURFACE PREPARATION, EXTERNAL AND INTERNAL COATING FOR FILTER/SEPA- RATOR AND ACCESSORIES: COATINGS SHALL BE APPLIED AT THE MANUFACTURER'S SHOP AND PROVIDE SUFFICIENT PAINT FOR FIELD TOUCH- UP. GORMAN-RUPP RS3A-B, 411X311, WITH AIR RELEASE. PUMP SHALL OPERATE AT 300GPM, 8OTDH, 10.OHP, 1750RPM, 208V, 3 PHASE. MOTOR SHALL BE EXPLOSION PROOF SHAFT STAINLESS STEEL FACET OUANTEK FILTER ASSEMBLY MODEL 3M2-C-F-GO629. THE FILTER SHALL HAVE 300GPM CAPACITY AND SHALL BE SHOP ASSEMBLED WITH ALL ACCESSORIES AND DELIVERED TO JOB SITE AS ONE INTEGRAL UNIT READY FOR IMMEDIATE INSTALLATION (SEE DETAIL). PROVIDE THE FOLLOWING ACCESSORIES: AUTOMATIC AIR ELIMINATOR THERMAL RELIEF VALVE FUEL SAMPLING POINT DIFFERENTIAL PRESSURE GAUGE MANUAL DRAIN VALVE: BALL VALVE AT 1" AT INLET ELBOW. FLOW CONTROL VALVE: CLA-VAL 40AF2 4". SET FLOW RATE AT 300 GPM. INSTRUMENT TUBING: STAINLESS STEEL SURFACE PREPARATION: EXTERNAL AND INTERNAL COATING FOR FILTER AND ACCESSORIES: COATINGS SHALL BE APPLIED AT THE MANUFACTURER'S SHOP AND PROVIDE SUFFICIENT PAINT FOR FIELD TOUCH-UP. SMITH -METERS 34-E3, 3" WITH TYPE B AUTO AIR ELIMINATOR HEAD. ('3WC.-IPN) GAF,�,GITY) LIQUID CONTROLS MS-.30-E-2 3". �- WITH LOCKING CO NTER AUD ?91N i59 ( 300 qP M chp,44 ITY) MUESSCO 185, 6". GAMMON TECHNICAL PRODUCTS, GTP-281F. 20. 20,000 U.S. GAL JET -A ABOVE GROUND STORAGE TANK 21. 20,000 U.S. GAL AV -GAS ABOVE GROUND -STORAGE TANK 22. TANK FILL W/FILL DIFFUSER 23. JET -A TANK SUCTION W/FLOATING SUCTION 24. AV -GAS TANK SUCTION WFLQATING SUCTIQN 25. JET -A FREE VENT 26. AV -GAS VENT 27. FLOAT INSPECTION HATCH 28. FLOAT INSPECTION CABLE 29. MT USED 1 BUFFALO TANK CORP. 10'-6" IN DIAMETER X 31'-0" LONG; CARBON STEEL; ALL WELDED CONSTRUCTION IN ACCORDANCE WITH UNDERWRITERS SPECIFICATIONS AND LABELED. PROVIDE LIFT LUGS, MISCELLANEOUS FLANGES, MANHOLES, THREADED OPENINGS, THREE 6" HIGH SADDLES AND CLIPS FOR CATWALK. TANK SHALL BE SANDBLASTED AND COATED WITH ONE SHOP COAT, OF RED OXIDE ON THE OUTSIDE. PROVIDE LINING FOR JET -A -FUELS. BUFFALO TANK CORP. 10'-6" IN DIAMETER X 31'-0" LONG, CARBON STEEL, ALL WELDED CONSTRUCTION IN ACCORDANCE WITH UNDERWRITERS SPECIFICATIONS AND LABELED. PROVIDE LIFT LUGS, MISCELLANEOUS FLANGES, MANHOLES, THREADED OPENINGS, THREE 6" HIGH SADDLES AND CLIPS FOR CATWALK. 'DANK SHALL BE SANDBLASTED AND COATED WITH ONE SHOP COAT OF RED OXIDE ON THE OUTSIDE. PROVIDE LINING FOR AV -GAS FUELS. OPW 464, 4". OPW 764, 4". OPW 704 4" OPW 23, 311. OPW 23, 3". OPW 268, 3". 3/6" DIA, STAINLESS STEEL. NQT USED 30. PERSONNEL MANHOLE, COVER AND BUFFALO AUTOMATIC VAPOR PURGING, MAN - LADDER WAY WITH LADDER.01/rll) 31. GAUGE HATCH AND GAUGE PLATE OPW 263, 311. 32. 500 U.S. GAL WASTE OIL STORAGE BUFFALO TANK CORP. 49 1/2" DIAMETER X TANK 5'-6" LONG UNDERWRITERS APPROVED STEEL ABOVE GROUND TANK. PROVIDE 4 RED OXIDE PRIMER AND INTERIOR LINING 3 3 . FREE VENT �p�� 2 3, FUELS. 34. CONDENSATE DRAIN VALVE OPW 192D. 35. BALL VALVE WORCESTER CONTROLS MISER. 36. FUEL SAMPLING POINT GAMMON TECHNICAL PRODUCTS GTP KIT NO. 7. 37..THERMAL RELIEF VALVE GAMMON TECHNICAL PRODUCTS GTP-803S, 3/4" , SET TO RELIEVE AT 225 PSIC. 38. AUTOMATIC AIR ELIMINATOR GAMMON TECHNICAL PRODUCTS GTP-21S, 3/4". 39. AIR ELIMINATOR CHECK VALVE GAMMON TECHNICAL PRODUCTS GTP-1294, 3/4", ABV AUTO AIR ELIMINATOR. 40. 4" FUT, CONNECTION FQR, VAPOR RECQV, 41. QVERFLLL FITTING SCULLY SEE ELECTRLCAL DRAWING; APPRQVED EQUAL MANUFACTUREW S: QPW FQR CQNNECTQRS AND FITTINGS �JELCQN - FOR'FILTER PUMFS - ITT - MARLQW. Motor shall be a top -of -the -line unit as manufactured by Baldor, Magnetek or Westinghouse. Motor by another Rc•1 manufacturer will be considered if equal in performance_ and quality to those specified, in the judgment of the Engineer. (,&pplies +0 Hems 11 4 13) I -T- a M I (0 IJ oT t= -If Bid Schedule 2 (Card Control System - see Attachment `C') RAJ is awarded, delete the locking counter and printer, and add an electronic puller (Veeder-Root 7671) and an electric -actuated, diaphragm -operated control valve (120-volt) as supplied by the meter manufacturer. 1-93 P-EVIslow's PEIz ADDENDA NO. DATE REVISION BY APPD. o BRISTOL, CHILDS & ASSOCIATES, INC. 0 CONSULTING ENGINEERS - PLANNERS Qa Ba4012 SALZEDO STREET CORAL GABLES, FLORIDA 33146 D_'_U G SHOWER == A 7` SECURE W I TH S S . CLAMPS i _Y_WASP I , l' -_ANvE S=CUR= -� TO SLA _" ;:?'NSION 30_T_ \ 3/�H= W/VACUUM 3R_AK=R. x t- --Z FROM WATER SUPPLY 1" EMERGENCY EYEWASH/SHOWER RISER NTS :OU I Drn_NT-S?_AKWJ`N MOD__ S-6-- _ SANFORD AIRPORT AUTHORITY CENTRAL FLORIDA REGIONAL AIRPORT SANFORD, FLORIDA YaIGINES. LTING IIUFSEY o NICOLAIDESRI.'��2900 SW 29 LaGSTONS MIAMI, F"L:33133 (30�4,1 1- 0S12 O AIRCRAFT FUELING STATION BCA JOB NO.: 92-18 EQUIPMENT SCHEDULE M .5 SHEET OF ELECTRICAL LEGEND I SYMBOL DESCRIPTION w to l CODED NOTE. SEE APPROPRIATE DWG. E � � i I I I I II I ► � � � II I I i L-----J----------- ------------�� I Z \ PARKING / K tVCa idt to \ / \ PAR 1 � SAW GUT AND CONNECT STREET L-IGHT � \ TO EXISTING PVMT. CONNECT TO EXISTING - 29TH STREET A5PHALT PV"T'. - METER. ASPHALT PUM'T 50 - _ - -- - — ----- -�. ------ ——————————————-——— .... _ —. _ _ \ WATER METE=R ` / �� :;...�.•.;.;. \ IZ' R.G.P. I� f?.0 P. TWO STEEL POSTS �:.:.:.:.:.:.:.: '. ::;�... ' GWALE I I FIRE • / HYDRANT - ::{:;::;:;: 1 — O H. E. T UJI > 4. _ 1 Q - EXISTING UTILITY POLE. RUN NEW UNDERGROUND DUCT'/CONDUCTORS TO F.P. & L. I �� te OI Mt,iQHOLE AT UTILIY POLE BASE. I COORDINATE ALL WORK WITH F.P. & L. k�:;l:.:::.: S I TREES - �� I T�� 17��/� TT/T/-/7 T�-� /7 j Q � I a //T///� Q REPRESENTATIVE, MR. RANDY MAY, TELEPHONE p I.� NO. (407) 3 21- 56 20. 4 (0 (C I Q > 111 �,� tJ � JATIOIJ :5 7.5 }•� ! //////////////////� ///; /////� % /, �. /1 EXISTING UTILITY POLE 'WITH Q — — SECnnInARY TRAr!SFORh1ERS , I Z _ � `\ ////////////////l �/ � / I—� r� I . 120/208V, 30 SERVICE VOLTAGE. _ r / CpNCRETE i T ...•... 5 \ \ J �1 // (/�/1��1z/1 / /� �� J FOuNC)ATI0N ---I _ SAW r 1 I //// �/i I • I I Y�l. L4� 4'I )GUT 1 4 G ill 11 fzEMOVE GONGKETE W GUT -oar �L.�X.7DL-!GH71TM i,�,� \ Sp \ / I FOUNDATION TO BELOW I %S.D�JVS"t/'�c�.'l. ".'�t�-aGl.�`I--�P \ ! / IGGiiGU� ;sX.;;_- ` - J �CT rJ — — J PAVEMENT 5UIZFA,GE; Q� L=�= l.>��� �, � PATCH WITH HOT MIX I Q I ICI DIA. X �rf�ll LOt�1G FITTE(Z� Nl✓MA K� ` y /� r �ASPF-IALT ------ � t7l ST2-1 P�i1 ONE �i<L I D>�l^ (T�• - T p w r \ G E PP2- A!Q-i-2MHNa� , �F ; ice �F1 1 I %25-ISOG.CvHX.S►�tGR-,F aK, EXISTING OVERHEAD ELECTRICAL/ TELEPHONE LINES. in DRAWN BY: �t CHECKED BY: AO. APPROVED" BY 6C? DATE: FILE: -N 6>-- CfF F"N4 WV, 57.4 i-i-• 11 1 i Fi I i F l 1 1 1 1 1 1 1 I-1 �I 1 1♦ I� I HI 1--� L I G HT I� ll I T r r- \ � IL �- � LtG►-{T- c j � O.H.E.�� 30TH STREET ------- ELECTRICAL CODED NOTE SCHEDULE (DWG. E-1) O FUTURE AV GAS TANK. _ O2 NEW AV GAS TANK. 3O 11 NEW JET -A FUEL TANK. 4O FUTURE JET -A FUEL TANK. O5 FUTURE. JET -A FUEL TANK, 6O UNDERGROUND ELECTRICAL DUCT/CONDUCTORS TO GIST. PNL "DP". SEE ELECTRICAL RISER FOR REQUIREMENTS. O7 ELECTRICAL_DISTRIBUTION CENTER. SEE DETAIL DOG. E-2. 8OPOLE MTD. FLOOD LT. SEE DETAIL THIS DWG. 5CI✓ pwG� I FO?. EXLfuY 1_6 kk1lIaj cot-t(JL•`i I Nei lu1TI� �Fa2IZnN"T�l., pIS'("���G��.::a F�oH"t 1 1 -95 REVISED PEIZ ADDE.WPA NO. DATE REVISION BY APPD. O F- Tn/T/r,� ;{ pin 1,�' -_ cy. •�--- Foe `}- O H. E-----1, V ti p fZ6 v I t?r:;;2 F 1. XTV fLE 9 "! -Top p-, Q T%%T /7 TJ%%T/-%TT I (� OBI cNT AS I►JDIGIkTEp I N ' I HA LT JG i FL tip,"• F- EXISTING VEHIGUL..AF- R. ti) FUELING FACILITY TO I �G%V (Z>✓ L`/ 7H P U - (I CvNG. Polk_ �A l.OtX�', W I i // REMAIN. f ' F;t� C Q To POLE, t "ITH 2' DIA. POLE �T`aP (1��1��� �C1/ / /' ,{�— — — x - --� I ( D S,;�;I G ►J.Ir D TO w I T H r 4, N J EIZOSIOt�I SAW CUT / I r — — —= — �. �-- - - — — = — — �N E iL.Y.) I I10 M PH WIIJO WITH S. PROTECTION / I I 1 (�VS7� wITN L-VM1 NA.f fZf „'y EXISTING CHAIN - _ I I A-r-rAc.HcD -P(t.UVl 05, N61 NEE2 $ 2 I LINK FEIJCE (— -1. coNCREr� i I N I Gt✓(2_TIFIGt�-� -- FZAILF Q U) -I�{?MKS !- — -- -- — — I ! RAMP '► — 21 S P>, F��AI DE✓D ( NAtJPNOI,S GUV EL. , q SWAL_E-SLOPE UNIFOKML_Y FROM p coNcRETE 2ApPeu -T�o ! IWVEKT OF M.E,S. TO GRATE OFM�T��-i,IG L; Q BLCLKS P�.� Q 2 IJ,G. HU'.'✓ ro''i- �cr" f�►-�DJI EXISTING � INLET. - w,� +)NOE2 HAND- . LIMITS OF COtJST, — gQ MEET E}CIST. GRP.DE 1 5AW GUT , J AGPHALT PvtA'I- .r._._EGT TO EXIST. PVMT. Q IdI- -OFF F1'TTING — — — 2+ 10 r 1 � \ -rto G✓�DUI T, I l , BRISTOL, CHILDS & ASSOCIATES, INC. Q� CONSULTING ENGINEERS - PLANNERS Qa 4012 SALZEDO STREET CORAL GABLES, FLORIDA 33146 SANFORD AIRPORT AUTHORITY CENTRAL FLORIDA REGIONAL AIRPORT SANFORD, FLORIDA OF RICAL & MECHANICAL. SITE -FLAN SHEETED; i Yr" J . SWI TC . _ `BLUE JL U O C O H 1 F EL C NNE TO CON IGU iI N k1 R F TO MAi THAT OF:EXISTING. TUCKS. ULLY SC6W D. LOAD UNLOAD SELECTOR SWITCH r CLOSURE ., -; r. FUTURE FUEL TANKS EXPLOSION :,PROOF. .. _ .. , : „ y , , zw�l �` 3 C D l 2 G f� N 4 - . 7 r u rr rr r i- ` Li Li Li 3 G ! 1 S 2 G D STEEL � I S E tZ ALO t� G I D E , =w r r DRAWN BY: CHECKED BY: APPROVED BY: DATE: FILE: SURGE SUPPRESSOR (RAINTIGHT, NEMA 12) ADVANCE PROTECTION TECHNOLOGIES TE#2000XHP, 120/208V, 30. UL CAT. "B" AND ANSI C62,41-1991 CAT C3 PEAK CLAMP VOLTAGE: 330V. UNISTRUT P-1000 SERIES — MOUNTING CHANNELS (TYP) SUPPORTED FROM CONCRETE BLOCK WALL FOR MOUNTING OF, ELECTRICAL EQUIPMENT, ELEC. METER --------PNL "DP" 0 611X6" LENGTH AS SCALED WIRING GUTTER "F" (RAINTIGHT) 30A CONTROL RELAY IN NEMA 4X ENCLOSURE \, FOR SUMP PUMP. �*► �j y _1��`- AV GAS STARTER, 1OHP , 208V, 30 (NEMA 4X) JET'A FUEL STARTER, 10HP, 208V, 30 (NEMA 4X) 6'-6" DUAL POINT OVERFILL MONITOR 20 TYPICAL SEAL OFF FITTINGS 3FT (MIN) 181� CROUSE HINDS "EYD" (TYP) MIN. 1 2FT (MIN) CONDUIT/WIRING T.Q TANK LIQUID LEVEL .ALARM SENSORS 19 MAIN FEEDER TO F,P.&L. SERVICE J �l BRANCH CIRCUITS TO AV GAS PUMP (lOHP, 208V, 30) MANHOLE, / BRANCH �-�- BRANCH CIRCUITS, JET -A FUEL PUMP (lOHP, 208V, 30) CKTS. (TYP) CONTROL WIR NG TO AV GAS & JET -A START/STOP ' ., CONTROL STA •IONS AND OVERFILL/GRO.UNDING EQUIP, " CONTROL WIRING TO SUMP PUMP. - FLOAT SW. . ..... .... ............ ELECTRICAL DISTRIBUTION CENTER (ELEVATION) N,T,S, LY REFUELER TRUCK LOADING RACKS Fi11-control ;yskern: . Provide complete fill -control systerrl Ificauding fill- 6ntroi panels, groutid verification panelii, plugs and cables, valve (pump) coiuiQctfons, deadrnar► �swjtc;Fi ,-oriel �ll�atl7. ft�Ateri l „anti.gpfgPAnen{s Qa,rnay be require(1 tq.oroyld, operation as indicated and speaifled, All riot nponentsstian be irrtl�raa o. Q and. compatibly; ,to f�roKftl ...4rariaplpte.anj]. p(�f:rable system. System C)j�ersrlian: • The fill-wntrvl syMei ,i, when ?xinnected to the electronic; level and 6iound sensors on the: tank vehicle, shall control fire 01sponsing of fuel. The system shall ensure that the truck Is (.*unnacted to the grounding system and ti►at the overfill sensors on the truck ate operational, before Initiating the operation, Fill -Control Unit (Panel): The fill -control unit shall provide for truck overfill protection, by continuously and automatically monitoring the optic or i i6rinlstor probos rtiounted on the tank Of the vehicle, The control unit panel shall include red (non-pertr►it) and green ),Indicator lamps (and a lockable bypass switch). Input puwer Shall be 116 VAC . A single pointloadirrg rack plug with petroleum resistant culled c:aabla and stainless steel contacts;shall be provided. Cvnraeciions rend conta66 for the self -proving ground voiitication circuits and the Deadman Switch shall be partof this plug and cableassembly, Thy enclosure; strait be NEMA 7' explosion proof, suitable foil Class -I, Group D, Division -1 tocallurm. '['he fill- poritrol unit shall includes an intrinsically safe barrier relay with inte4ce i conrlocdi rrs to the) Doadman Switch, Ground Verifirxition 01'11t: This unit shall verify that the frame of the truck is cdrpunded (electrically bonded) and shall be separate and independent of the fill -control unit, The unit shall irnrnedlately shut down tho fuel loading if the ground is broken or if the monitoring rircuitry trails,- Tho panel shall include red sad green status lamps and o lockable bypass switch, Input power shall be 115 VAC Trio 5e RRMX7'4Xplot;I6h proof, suitable for Class 1, Group D, Division 1 locataonr_ Connection to tale yetilcle ground verltication bolt shall be via the plug tiand cable asserubly of the fill -control unit, The ground verirvotlon unit shall include an Intrinsically,safe barrier relay with interfaace coni7ritalcros to the deadriian c:untrul. Doa]drnan Control, The deadman control shall conelst of a pistol grip typo hand-held switch with a (coiled) Ord. ` he deadnian twitch shall have a (black) phenolic housing aarid S handl0 with. spring return to open (041) p05itlon. A metal (brfas6 or other weather (esistan$ material) hook or bracket shall be. provided to hung titre deadman Switch when riot in usu, -ro ineet the intrinsio r aafety requirements, the deadman switdi shall be connected to, and be an integral part of, file fill control unit ABOVE GROUND STORAGE TANK Lc1.rEL ALARM SYSTEM ► Sv tterrl D�rt'criotion High level alarms shall be mechanically and electrically independent and isolated from the gauging system. Two high levels shall be provided to each tank:­One•alarm level shall be- set at,appmxximatefy_25.01%:af t_he:safe tank filling height arranged to actuate an audible alarm signal located at or near the normal station of the person in contr61_of the tank filling operation and at the central control center, The second higi?- level alarm shall be set at approAmatety 98% of the safe filling height it shall continue the audible alarm and, in addition, actuate a visual alarm and close an elactrically actuated valve to stop the flow in the tank inlet line or to stop product supply pumps R the pumps are controlled within the terminal, or to stop the flow in the receiving line at the fuel pier when an audible alarm and a visual ;lashing signai is given - The tank level alarm system shall be designed and installed in such a way that the system shall be continuously and automatically self checking without manual check. Electronic level sensors shall be optic or thermistor 'types, contained in a mu.U-probe holder, and shall be intrinsically saia f rhazarda s environments, vrronments , with recognized FM, SCA and UL approval, Maagneffe floats, displacement floats, or add-ons to gauging systems shali NOT be acceptable substitutes. The automatic and continuous seff-che&jng overall prevention system shall be designed such that by the addition of appropriate'Interfaca circuitry it shaft be capable- of interfacing with PC computers, data loggers, printers or remote control alarm Systems. (7cvlStOtJS PE2 .�DDP_"C)A. N0. DATE Y REVISION BY APPD. 448, 1#8(G)-1"C SURGE SUPRESSOR r 5. METER ' 120/208V, 30 O 1#3/0-3/4% TO 3/4"DIA X 1OFT LONG COPPER CLAD STEEL GND. DRIVEN ROD 3#1/0, 1#2(N),.1#4(G)-211C Ida MIN �— C , - BURIED GROUNDING GRID, SEE DWG, E-1 FOR CONTINUATION. 3.#1/0 & 1#2(N)-2"C TO , F.P & L. SERVICE HANDHOLE, SEE DWG, EM-1 FOR CONTINUATION, 1 Ev I Note: Provide adjustable photocell, Tork Model 2104 or approved equal, for circuit 1 (Floodlights)."'- BRISTOL, CHILDS SC ASSOCIATES, INC. OaCAQ� CONSULTING ENGINEERS PLANNERS 4012 SALZEDO STREET CORAL GABLES, FLORIDA 33146 " �-p GENERAL ELECTRICAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND OTHER APPLICABLE CODES AND STANDARDS. 2. THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING FIELD CONDI— TIONS BY VISITING THE SITE PRIOR TO COMMENCING/BIDDING WORK. 3. THE CONTRACTOR SHALL SATISFACTORILY REPAIR/REPLACE EQUIPMENT OR PART OF STRUCTURE DAMAGED AS A RESULT OF HIS WORK. SURFACES AND FINISHED AREAS SHALL BE RESTORED TO MATCH ADJACENT AREAS. 4. APPROVAL SHALL BE OBTAINED FROM THE ENGINEER PRIOR `I'O CUTTING OR DRILLING ANY STRUCTURAL SUPPORT MEMBER. 5. INSTALL POWER AND CONTROL WIRING AND REQUIRED CONTROL COMPO— NENTS SHOWN/NOTED ON THESE DRAWINGS AND PER OTHER APPLICABLE �, DRAWINGS/ IPtSiRUCiIONS. SEE MECHANICAL DRAWINGS. 6. CONDUCTOR SIZE SHALL BE MINIMUM #12 THWN, GAS AND OIL RESISTANT `TYPE AND #14 THWN FOR CONTROL WIRING OR AS REQUIRED BY EQUIPMENT MANUFACTURER WIRING DIAGRAM. 7. ALL CONDUCTORS SHALL BE COPPER. 8. ALL CONDUCTORS SHALL BE RUN IN RIGID STEEL GALVANIZED CONDUIT WITH MINIMUM 24" COVER. (3/4" MIN.) 9 ALL MATERIALS SHALL BE U.L. APPROVED. 10. NEW TYPEWRITTEN PANEL `PALLY SHALL BE FURNISHED AFTER JOB IS COMPLETED REFLECTING ALL CHANGES AND ADDITIONS. 1"1. ALL BRANCH CIRCUITS SHALL BE PROPERLY PHASE BALANCED. 12. ALL BRANCH CIRCUITS TO HAVE A GREEN EQUIPMENT GROUNDING CONDUCTOR SIZED AS PER N.E.C. 250.95. 13. ALL EMPTY CONDUITS TO BE PROVIDED WITH NYLON PULL STRINGS. 14. FUSES SHALL BE DUAL ELEMENT, TIME DELAY `TYPE UNLESS OTHER— WISE NOTED. 75. RISER ARE DIAGRAMMATIC ONLY. THEY DO NOT SHOW EVERY BEND REQUIRED FOR THE INSTALLA`.I'ION. 16. THIS DRAWING IS A GUIDE FOR THE INSTALLATION OF ELECTRICAL SERVICE. `THE,ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE A FUNCTIONING SYSTEM. 17..A4L CABLES, SHALL BE RUN WITHOUT SPLICES EXCEPT OTHERWISE INDICATED. EXAC`T'POIN'T AND METHODS OF` CONNECTION SHALL BE DETERMINED IN FIELD. . , ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. BRANCH ";CIRCUIT 'BREAKERS SHALL BE OF THE BOLT —ON TYPE. PLUG— IN CIRCUIT BREAKERS`WILL NOT BE ACCEPTED. 21. ALL . RACEWAY' -ROUTED, INSULATED 'CONDUCTORS SYSTEM SHALL BE COLOR CODED AS FOLLOWS: 120/208V SYSTEM PHASE 'A' BLACK PHASE 'B'. RED PHASE �C� BLUE NEUTRAL WHITE GROUND; l GREEN 6,0�7f\OL .�hNii � T-9 PE r�� i`� Lilo, �� a� �6I9UiT L 60� Wl� . Grit ��I L IN rp P� � �✓ - U ►Pw �-i " I�f' I2_1 �t �I Cal �-T J I iF D' I T eI&4T- tHV r_ 1 SANFORD AIRPORT AUTHORITY CENTRAL FLORIDA REGIONAL, AIRPORT SANFORD, ` FLORIDA n - Q HUFSEY o NICO • DE ARCIA SUAREZ Ll CONSULTING ENGINEER S. ) HNGS; 1-12, pl y ` 10250 SOUTH WEST-56 STREET.,_-," SUITE B 201,_ MIAMI, FLORIDA 33165 (305);270-9935 AIRCRAFT FUELING STATION ELECTRICAL DETAILS &RISERS u a I 1. (DP-5) ' 1 115 VAC Probe Wiring (2 Wires / Probe) INPUT' POWER r 1, NEUT LINE OUTPUT TO LOAD WHEN PERMISSIvE Tank GND + HOT AND DEADMAN CLOSED 115" VAC. 5M MAX. xr- NON-HAZARDOUS HAZARDOUS _,`___ SP- O Root AREA I AREA, Probe/ Holder NONc-°N1r�sICALL Y CONDUIT NON -INTRINSICALLY SFE VARINGSAFE �(SE= NOTE WE7 r4 (SEE NOTE 1) SCULLY ST-15 ELW D MOUNTED IN A CLASS !, DIVISION 1, GROUP D HAZARDOUS ;0CAT10h. r 1 G IN H H INIH OUT I SIN H c No 1 4A I' �-' EMERGENCY SHUT-OFF 10F1 5411h4) 8 l I I L J J" 1 51-15-115 E'i_K)/D ( j ST-4 -115 ELK) II I I GROUNDHOG — I GROUr,D HOG ' s aLK Iwr1T G 1 I I L__ _ J ST-47 ELK I J '�GT�L DI51�'Zl��rloi� ---- 1-- �N- - -.--------- -j `� -- --- I ��E b I WHT BLK I I # cp, I�- r _ _ T 7 J START STOP AV GAS T' f ONDUIT-1rTTRlrlSICA!_'� SAFE 'CARING F1111 R FI I- / CONDUIT I I (� .(' (SEE NOTE i) I INTRINSICALLY SAF YARING \ to TO I �,I I (SEE NOTE 1) —SCULLY ST-47-EL(K) MOUNTED IN A CLASS i, DIVISION 1,------t�{1_0 ' f ALL 1 I GROUP D HAZARDOUS LOCATION_ ( PeA9M6W i�'Mi �r�� � 1 v I +� � �. I CRI To (U -C�+6 rjc_I rd11r �5wr I 1 MS1 _ I IIST15(2X)LA 21 I CRIDEADMAN I II��AG G 8 --- I. �J l_ ` 3 . , SWITCH ... 1 i 2 � I� YHT 1 2 I 2 I t3 AdPI0 1� PLUG �JrIT BLK 5.O PLUG ?Io G8oJT 2� --JO —I t �+ I , NOTES: i 00 - r--, PLUG PIN 7 RED , 7 I — 21 QQ I a: SEAL FITTINGS MUST 3E INSTALLED �ATHIN i$ INCIHES Or AN. I— J I A� 0 U ET FUEL I a EXPIOSIONPR00F ENCLOSURE IN HAZARDOUS; LOCATION. START S PI �C" y '1� I`�IT �f`I� � PLUG .'IN" 9 ORN/ELK I I � .• .. TOP 9 ,.,, `' IMPORTANT:. INTRINSICALLY -SAFE 'AND :NON -INTRINSICALLY; I�PIGNTO I,� rs CEhIr 'OGp P! Uc`PIN 10 WHT I r-, { ( ,..1 _ _ '- I OVER FILL �.; , it , 1 I 10 SAFE MRING MUSS: ALi/AtS BE SE ARATED, AND L U L 1 I II GG ,,j E G�u66 Ill�ps SQGKET I `�_ RUN .IN- SEPARATE CONDUITS. (I K� - ' CRI ( G � ST15E �I IJ II �I I Tank S I T B1 1 P E� QF I I N J._ 1 i 0---0-1 Bottom ,r �.. F F TT .IGS .EQUAL TO GROUSE _ D��MaN H_I_Elt?�L" EYA __5_E_ I I I f 22 SC-3A/D SCULCON BOX, PLUG AND CABLE UNIT DEAD MAN i` o-Io 0-11-- SWITCH HANDLE. j3L,4Ck AV-CY���FU�L �t��►J1✓GrOil. —I[A � MS2 L _ _j I_ LSTI 5(2X)LAI 'CRI ' SC-61WD SCULCON BOX , PLUG AND CABLE UNIT AND DEAD •_--- _---aaa 5 1 2� MAN SWITCH HANDLE,. BLUE JET FUEL CONNECTOR. 20•. •! REFUELER TRUCK LOADLNG CONTROL STATION III RING DIAGRAPI �p aY�s cop�p �oT� 5�1; Pir1C� -1 For, copep hla% 60I�' p�J , i p1 • I I✓i o t-�t c }-TT'L`� Q,� GUNTAG� S"i'A ZT 13v' TotJ; 01 U, + DRAWN BY: CHECKED BY: APPROVED BY: DATE: FIIE: o'er _ GK-r, 1'i. PNt,, DP NEU, 'f 0 VAP.�-D Go w ), '12oVa4 Gv►L'-1 op Et-�-�'yPE, pt.4A P Mo-ron_ H12 ` I ► 2�/r 1 # 12 + 1 12 G C I�Ur Stave OUTPUT I (N,a. IIJTrLIrISIGA� t.�- GoN-rAGT$) r I SAFE &A2121;rZ- 1 p w 2 I N 12-51;�A-1, �,�A P-e - P I.O I T-((-E TO41 orz. .I!Lp�r A..t wlfLt}JG lr '' rNT2rNs,-1 twiJ, J I` Is, AFE 1_ _►NPR r_ �wI TGH Go2C) C4o FT, L-vQ6) SOPPLI E D w ITH SwiTc-H 1=twA T GA,,vl TGH — i,-jTA<:_-r S G t.U�� O 1�J .0 �T>✓ t2. 2 t � tJ-v Y � : ' M d � ►-3i Lv>,r•t 2.-a t, 2 � �'- /�-r vs.. t:� p ;'�✓-' A 2 2 t E- 2 � L�4-7' I N Q 51 m A - 4 X �E -E;, L_o c-_A-rc t5 -- 2, P PvM P ' V./1 zI NG c)► Ge-A.M - THIS PETAil- KEVISED PP_K ADDENDUM No 1 , 1 1 - 93 KEVISIOt.IS PEK ADDENDA J.5-C. 5-P, NO. DATE REVISION BY APPD. I) - r�I fzl►� To rdo 10 IC IP ckwAiJIz8P G,o 5 � T G�© Ittit,� o�Tr\ir i I I�II-aC PIAr_jI1�H ffoM �►Jp movi' I.�I�Ih1CS �p If PIfpv SEE T 1�� t4T �5'6I 4LMIh CI START/STOP PUSH BUTTON STATIONS t AND EMERGENCY SHUT-OFF STATIONS a TO BE MOUNTED ON FACE OF COLUMN i Emergency Shutdown System Components I AC Power & 'Lek} Control Wiring Inputs i; Overfill O O 00 SP-TO/MHC Control - Probe & Holder Groundhog POTS 2 Monitor , ST-47-r ST-1�-cLK/D rF,SC;IA AVGAS Deadman Switch �� or TO Lop ;�}fE{•l �IJET A e SjyE .P P� Refueler _ SJ-3S Socket t From 1 rump 62CUt��6C ( Flow I 1 Control Valve Refueler Loading Station f REFUELER! OVERFILL PROTECTION. SCHEMATIC DIAGRAM NOTES: 1) ALL CATALOG NUMBERS AS NIANUFACTURED BY SCULLY, 2) TO BE INSTALLED BY CONTRACTOR.. aBG4 BRISTOL, CHILDS & ASSOCIATES, INC. Q CONSULTING ENGINEERS - PLANNERS OLJ 4012 SALZEDO STREET CORAL GABLES, FLORIDA 33146 .► � v CONDULET BODY EXPLOSION 3/4" CONDUIT FOR POWER AND CONTROL PROOF, CLASS 1. DIVISION EMERGENCY SHUT-OFF STATION SIGN 12"X14" SIGN, WIRING. .SEE FUEL PUMP SYSTEM CONTROL 1, CROUSE HINDS GUA 16G, GALV. STEEL ENAMEL PAINTED BACKGROUND WIRING DIAGRAM DWG. E-3 (TYPICAL) SERIES. (BOTH SIDES) LETTING -WHITE ENAMEL ON REs� BACKGROUND 2" LETTER HEIGHT X 3/8" STROKE. SIGN TYPICAL SEAL -OFF FITTING TO READ: LV (CROUSE HINDS "EYD" SERIES)AA9 3FT. � EXPLOSION PROOF CONDUIT UNION. _Rur- v1=i' UNISTROOQ SERIES P-1ELS 4"X6" 20p� STEEL IDENTIFI SERIES CHANNELS ��, � ,/ CATION Pt/�TE WHITE LETTERS (TYP) !� ON RED -BACKGROUND (JET -A,, 21 8 24 AV£15 a j-e7 24 21 AND OTHER SIGN AV -OAS) Of PROVIDE PROTECTIVE COAT OF 4" GALVANIZED EX ENAMEL ON BOTH SIDES. PIE (CONC.. FILL) ii O O. O O O O O. O O MOUNT SIGNS ABOVE RESPECTIV '"' 0 START -STOP STATIONS. r`IPI�dL r � .-�.� �> > f-1 p O O O U EX EX EX k 4 4A 1 ` EX . EX,�..,..j J. BOX j GROUSE -HINDS •;-. 23 22 "GUA" SERIES CODED NOTE. SEE F; SCHEDULE E-1 (TYP) EX MIN. 18"AFF I SEAL -OFF EX INTRINCICALLY ! FITTING SAFE WIRING IN GROUSE HINDS. 1 SEPARATE 3/4" "EYD" SERIES I CONDUIT (TYP) (TYPICAL) j DEADMAN SWITCH 1 SJ-39 SOCKET I DEADMAN s AND GROUND BOLT ` SWITCH i 1 5 IfIII� a 2FT MIN, {= I `•Q ." y SOCKET AND CONCRETE FILL GROUND BOLT ' �i SANFORD AIRPORT AUTHORITY CENTRAL FLORIDA REGIONAL AIRPORT SANFORD, FLORIDA AIRCRAFT FUELING STATION BCA r1JW No.: -- - -- ---- - - - --- -_ 92 -18 CONTROLS & SCHEMATIC -DIAGRAMS SHEET E---- OF I DRAWN BY: CHECKED BY: APPROVED BY: DATE: FILE: 1-1Gs� �>✓E IN i-10...G NoGLI..E ' �,,. ;,: ._. ,,� ,': /�. l� T2UGk-E2�/lG>✓ lfATIOtJ GENERAL'NOTES -CARD CONTROL SYSTEM. NOTES DEMOLITION AND CLOSURE OF EXISTING FUEL FACILITY NON 3. " �.-\ ..,.:: is d".r.: y,' •A. ay...:. %l .;-:. S 2 fJl l.-t'� • T LI✓ L,oh.DING HOG \/ Fut✓L_ hu;JMP <t-, s,,;.r s, ,.,.• T SHALL' FURNISH. COMPONENTS OF THE SPECIFIED MANUFACTURER, OR _ DRAWING 1. CONTRACTOR SHA L,1. AW NG IS NOT TO SCALE, LOCATION OF ITEMS IS APPROXIMATE; LAYOUT.OF FUEL I=AC, RED UAL A SYSTEM BY ANOTHER MANUFACTURER D ` 1 L ITy - CZ' APPROVED EQUAL. TO BE CONSIDERED MErI G2 ( EQUAL, . UNDERGROUND FEATURES IS ASSUMED; UNDERGROUND ELECTRICAL: CONDUITS . - �At 2 E t_ M t NA�• ' MUST PERFORM ESSENTIALLY THE SAME. FUNCTION AND MUST BE EQUAL TO THE ARE NOT SHOWN. H0 C-- FtLJ_ GoNN,�TyP) SPECIFIED SYSTEM IN TERMS OF "QUALITY, "DEPENDABILITY, AND MANUFACTURER / Go IJG2ET 1 SL AN DP f� iz-T SERVICE SUPPORT, IN THE JUDGEMENT OF THE ENGINES . 2. CONTRACTOR TO REMOVE ALL ITEMS WITHIN THE FENCED AREA; CONCRETE / r, c c cl w, ?C - - �� K-�\J,Jrrtrc„'1'[j .�: •; + - : I ISLAND AND ALL ITEMS ON THE CONCRETE ISLAND; AND FENCE WHERE NOTED. f mil' J 2. SUBJECT TO THE PROVISIONS OF (1) ABOVE, FURNISH COMPONENTS OF THE GASBOY O 1 ORCOSS GA. AS 3. ALL PUMP VALVES, C r , FENC:l3 TO i 1 CFN SYSTEM; MANUFACTURED BY WILLIAM M. WILSON'S SONS, INC.,, ,. S, AL E$, METERS, HOSES, NOZZLES, HOSE CONNECTORS, HOSE REEL, -FEET -) 1 C!-E "A,) N r " FOLLOWS: AND PORTABLE OIL/WATER SEPARATOR SHALL BE DELIVERED TO A SITE G.�IrG , X- �--'� x c n n x11= DESIGNATED BY THE OWNER ON AIRPORT PROPERTY. ALL OTHER ITEMS SHALL 4-\ �Ulzz,e QUANTITY CATALOG NO. DESCRIPTION BE LAWFULLY DISPOSED OF OFF THE AIRPORT PROPERTY. 6TL• PIPE:, D:14" 1 C05458 SITE CONTROLLER I h. THE CONTRACTOR OR .SUBCONTRACTOR PERFORMING THE REMOVAL AND �J \ CLa✓GTfL1G � / tGG Gi F 1j}-1 .DISPOSAL SHALL BE REGULARLY ENGAGED JN THE, CLOSURE OF UNDERGROUND - - �I 1 C05020 RSh22 JUNCTION BOX _ _ _ FUEL STORA FACILITIES AND SHALL BE COGNIZANT OF APPLICABLE STATE AND Tt✓2 fy EA2 N , - - II + 2 MAG STRIPE ISLAND CARD LOCAL LAWS bOVERNING SUCH ACTIVITY, THE CONTRACTOR SHALL RETAIN, AT M I NFL a READER WITH PUMP CONTROL POST HIS EXPENSE, A QUALIFIED TESTING LABORATORY OR ENVIRONMENTAL �✓Ut L-DINC CONSULTANT SPECIALIZING IN CLOSURE OF .UNDERGROUND FUEL, STORAGE y( 1 C03813 CRT TERMINAL FACILITIES, TO COORDINATE WITH THE F.D.E.R. AND OTHER AGENCIES AS REQUIRED, AND TO BE PRESENT AND PERFORM TESTING -AS REQUIRED TO PArZ ILING SuP.>MRS. PVI^P l 1 CO3£31h LOGGER/PRINTER I \ SUBSTANTIATE THAT THERE IS NO UNDERGROUND CONTAMINATION. THE TEST fLEGUL A f I NG /p•LV� f 1 2 COh5h9 8' CABLE ASSEMBLY LABORATORY OR CONSULTANT SHALL FILE ALL CLOSURE DOCUMENTATION AND / V_e&ULL �ti~ SSE L_ 8' u I I I -« C G 1 C01862 POWER CONDITIONER . FOLLOW UP ON THE COMPLETE CLOSURE OF THE FACILITY, WITH NO FURTHER L ( I, I O-•--� . �> VEf2- MONITORING REQUIREMENTS 'IF POSSIBLE). G.oNGIZ I_.T C- PAD 20 - FACTORY ENCODED I.D. CARDS }( - t_OGATIU N . PICA I� � TrLANSFE2 PUMP,: 41f fLaINE�.. I ' 5. THE CONTRACTOR SHALL ' NOT BE HELD.RESPONSIBLE FOR EXISTING SOIL I 3. ALL APPLICABLE PROVISIONS OF THE MECHANICAL AND ELECTRICAL SPECIFICATIONS CONTAMINATION.. REMOVAL AND DISPOSAL OF CONTAMINATED SOIL, 05010 THROUGH 16600) SHALL APPLY ADDITIONAL FILL REQUIRED TO REPLACE SOIL REMOVED BEYOND THE NORMAL TO THE CARD CONTROL SYSTEM (BID AGG Gf> Lo✓E2 -' I O i 11=t�T CLIS�2 SCHEDULE 2). EXCAVATION LIMITS, ADDITIONAL TESTING TO DEFINE THE LIMITS OF THE ( ` I CONTAMINATION, MONITORING WELLS, AND ANY OTHER WORK DIRECTLY k T\NO- u C;EV-G20uND �, I - 4. RS422 COMMUNICATION CABLE SHALL BE 24-GAUGE COPPER TWO TWISTED PAIRS, WITH RELATED TO EXISTING CONTAMINATION, SHALL BE PAID FOR SEPARATELY AS u I`'D>✓2 FOIL SHIELD "ADDITIONAL WORK" AND OVERALL PVC JACKET,-BELDEN NO. 81-02 OR APPROVED EQUAL: ,' S"ieta T/�.Nh S I I L, J-Gts> , OR SHALL BE PERFORMED BY OTHERS AT THE OWNER'S ' I CafLvul�,D ✓TG--LrL T/�.NK_.. OPTION. (PRIOR APPROVAL IS REQUIRED, BEFORE PROCEEDING WITH ANY NOTES: (Continued) I A\/61 JET -A I EAUTaMU-rIWG- ASOLIrJE� . 5. IF THE CARD CONTROL SYSTEM IS INSTALLED, CHANGES TO THE ACCESSORY PACKAGE ADDITIONAL WORK.) .FOR THE FLOW METERS WILL BE REQUIRED, SEE ITEM 16, SHEET M-5 (AS MODIFIED BY 9. COORDINATE WITH OWNER FOR LOCATION OF ELECTRIC FEED IN TERMINAL 62 A\/EL.�f BUILDING, APPROX. 300 FT. FROM SWITCHGEAR AT. FUELING FACILITY. I o I - Po2TaE c>IL�wG.TE32 THIS ADDENDUM). 6. A REPRESENTATIVE OF THE OWNER OR ENGINEER SHALL BE PRESENT DURING THE I EXCAVATION, TANK REMOVAL AND SOIL TESTING PROCESS. CONTRACTOR TO CONTRACTOR SHALL REMOVEALL CONDUCTORS FROM UNDERGROUND CONDUIT, X I �/E NT 21 Str RS-� I 1EP�1 COR V t� IT 6. CFN COMPONENTS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE DRAWINGS COORDINATE. CONTRACTOR'S TESTING LAB OR CONSULTANT TO COORDINATE COIL AND DELIVER TO OWNER; ABANDON CONDUIT. f I I AND THE MANUFACTURER'S INSTRUCTIONS. IN THE EVENT OF APPARENT CONFLICT, INSPECTION BY FDER PERSONNEL �-I-LAND �.�VMP PVMF'S-� CONTACT THE ENGINEER. 10. REMOVE FENCE IN 2 OF 4 SIDES AS SHOWN. USE SOME OF THE REMOVED FENCE ' l� �rJ GI-Ic�.l t1 t 1 11 )IL F�I.ic E, 7. AFTER THE EXCAVATIONS HAVE BEEN ' APPROVED FOR 13ACKFILLING BY THE FABRIC TO REPLACE THE FABRIC BEHIND THE ISLAND WHICH HAS HOLES FOR - x x x X X X- � TO )Lr✓I it l tJ 7. THE CARD CONTROL SYSTEM WORK SHALL INCLUDE ONE OR MORE VISITS BY THE CONTRACTOR'S TEST LAB OR CONSULTANT, THE CONTRACTOR SHALL BACKFILL PASSAGE OF PIPES. ROLL AND DELIVER THE REMAINING FABRIC TO THE OWNER; MANUFACTURER'S REPRESENTATIVE TO INSPECT THE INSTALLATION ANDACTIVATETHE IN 12" (MAX. LOOSE -MEASURE) LIFTS, AND COMPACT EACH LIFT TO 95% MAX. DISPOSE OF OTHER FENCE ITEMS. lo'-GMa11.1 LI1JlL �1✓NGE T'c% PEE 2C-N10�/E D-� SYSTEM. THE SYSTEM SHALL NOT BE ACTIVATED BY ANYONE OTHER THAN THE DENSITY•(ASSHTO T-180) PRIOR TO PROCEEDING TO THE NEXT LIFT. OWNER'S _ 4a,' \ MANUFACTURER'S REPRESENTATIVE. TEST LAB. WILL BE ON SITE CONTINUALLY FOR DENSITY TESTS; CONTRACTOR 11. FILL THE ISLAND LOCATION WITH LIMEROCK; FINISH FLUSH AND COMPACT. 1-' SHALL WORK EXPEDITIOUSLY TO COMPLETE THE BACKFILL GRASS THE FORMER GRAVEL AREA, BY SEEDING (BAHIA). 8. INCLUDE ALL COSTS INCIDENTAL TO THE WORK DESCRIBED IN ATTACHMENT C , . INCLUDING THE REINSTALLATION OF THE EXISTING PUMPS ON THE NEW ISLAND AND THE 8. SUITABLE FILL MATERIAL IS AVAILABLE ON AIRPORT PROPERTY APPROXIMATELY 12. THERE SHALL BE NO SEPARATE PAYMENT FOR ANY ITEM OF WORK DESCRIBED CHANGES IN ACCESSORY PACKAGE FOR THE FLOW METERS, IN THE CONTRACT LUMP 2 MILES FROM SITE; COORDINATE WITH OWNER FOR STOCKPILE LOCATION. HEREIN OR SHOWN ON THE DRAWING, EXCEPT AS STATED IN NOTE 5. ALL COSTS SUM PRICE BID FOR "CARD CONTROL SYSTEM". INCIDENTAL THERETO SHALL BE INCLUDED IN THE CONTRACT LUMP SUM PRICE D C- M O L_I T I D t J N L- A " � - c FOR "DEMOLITION AND CLOSURE OF EXISTING FUEL FACILITY T• 13. UNLESS OTHERWISE REQUESTED BY THE OWNER, DEMOLITION SHALL NOT BEGIN UNTIL THE NEW FACILITY IS PLACED INTO SERVICE. THE OWNER WILL REMOVE ALL PRODUCT TO THE EXTENT POSSIBLE BY USE OF THE EXISTING PUMPS. tl 211 T-/Ps S-t /-1 T �Gt- cap, -I �Aw- 12 , t3A�B !. GlJ T COMP. -ro t00% J'-180 C - c� �J - 2U 11S �\ 1�! t '/ G N p, T /� N P j Lt. j �t~P0 F=F) P�t r - - - v -cc\ FT. Ce IJouiTS ?D ! I GA✓T METAL' WATEILPpLOF HEAR/ / - P I EGE P�OLT T r! 2 =C.c� i�TC ND �; I N O1GA T E Q. _FY c - T 7 / r/ GGALE Fr, - , - �, IN l ArJD, Do r,o Gpc,T pfzOPc lta IG�'(1L- `�GE G�uTT�t? CFI SUNG-`(, C30x WITH T/Pe- G2OLVIJD GI MP TIT 1 L (SGG Sj-1T. �- Z) TH l2E7,bv D G 0 GO V E2 P2woe_S P P.�DtJC'TS � r -- -- -- T- M �S-�I --- - I i-- A I RGPFT RE rAIL AT 1ZT- ._ PULLING �I G-r.eszulP. Pint. 'pOi, O APP2vvan c�iJAl_ ll', �ST�Fi PIS i I I I �.�xI�TtIJG iE`OGfCFILL TOIG2:}I New G,oI.IG. «J. GAt3l� ✓lk IN t t D('Lfi N�-'_? --� _ GO►nP.-fo �57a STAT(D� f=LGGTf�IG >;auIP,- �>GE st-1"C• (_-( TG IGILij2 ISLAND W1T1I !o PJARG /' 1 R6L-0G PVMt'S _ >;AG'r I JuNGf, PJO�C FINA.1 GRADE THlGA.O FIT'fi_�fS--a� ��jA7 DtC/E��9' rr- 1-- PurL 17 1 l• i see stLT, .2 . C1 �Gcrz(G ram- - / iC =� (I F��! ST�;-rtar�-) 4'�PYG GH.�o Q A-reo'FLOVJ VALlG t PNLrJ G TOADMIN. II - p�rp� 1 c O GAF�L TZOUTING GR (I'Z I' rc�'' ILL. SHALL f /-- I I �I LT- I I G(". 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