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Red Cleveland Blvd (new constr) Aircraft Fueling Facility (a) from 19924 RAI I� �R1ad(3rI()N01%114 AIRI ()I;t I' LIST OF DRAWINGS SHEET NO. DESCRIPTION C_ I COVER SHEET AND SUMMARY OF QUANTITIES C— 2 EXISTING TOPOGRAPHY OVERALL LAYOUT AND GRADING PLAN CONTAINMENT AND LOADING AREA PLAN C — 3 C— 4 _ C— 5 TYPICAL SECTIONS AND ELEVATIONS C-6 MISC. DETAILS C — 7 SLIDING GATE DETAILS TANK LAYOUT AND PIPING PLAN PIPING PLAN AND DIAGRAMS TANK DETAILS M — I M — 2 M— 3 M--4 MISC. DETAILS EQUIPMENT SCHEDULE — ELECTRICAL / MECHANICAL SITE PLAN M— 5 EM— I E — I E — 2 ELECTRICAL FLOOR PLAN _ ELECTRICAL DETAILS SI RISERS SUMMARY OF QUANTITIES SANFORD,, FLORIDA SAN FORD AIRPORT AUTHORITY A.K. SHOEMAKER JR. — CHAIRMAN WILLIAM BUSH JR.—SECRETARY/TREASURER JAMES Be YOUNG — 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 L.S. QUANTITY ESTIMATE 1 FINAL 110-1 Building Demolition Miscellaneous Demolition Pavement Removal (Asphalt) Pavement Removal Concrete to Grading Work Platform 110-2 1.10-3 110-4 L.S. 1 S.Y. 2 330 S.Y. 130 120-1 L.S. 1 120-2 S.Y. S.Y. 1,310 782 200-1 Limerock Base 811 Thick 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 jType 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.1 100 430-2 Mitered End Section (12" 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. 200 700-1 Sign Assembly STOP Ea. 2 700-2 Si n Assembl NO UNAUTHORIZED VEHICLES Ea. 2 711-1 Solid Traffic Stripe (Thermoplastic, 4t1 Wide L.F. 132 711-2 Solid Traffic Stripe (Thermoplastic, 2411 WideL.F. 46 02800-1 Landsca in L.S. 1 3300-1 Containment Facilities L.S. 1 15605-1 Fuel Storage and Transfer Facilities L.S. 1 15700-1 Oil -Water Separator and Pump L.S. 1 16402-1 Electri.cal Installation L.S. 1 1.6402-2 411 PVC Sleeves L.F. 105 CITY OF SAN FORD BETTYE SMITH —MAYOR WILLIAM E. SIMMONS -- CITY MANAGER 4 AIRCRAFT >t L O p�j ` 'Aeil P FUELING FACILITY LOCATION PLAN lipt • M _ t r RUNWAY 9L •-27R l a 29TH ST. 30TH ST. • AIRPORT BLVD. MUM �l i OD a 3 z K " N SCALE: I r z 2000' f .r CENTRAL FLORIDA REGIONAL AIRPORT VICINITY MAP c� I A u O l J 90 luhpf Dean}o I 1r FY 1� I' I SI ,lyen4 ,: Se lore Rn •, E•141.4�'V -.�" ••19 l' ' • • ' Illi \l.K[ - / G•�ler �' [.rll• Beekeq MUNRU ' r_ I►(t7 •� �41•'.Pn l"ev�r nn '600 I' .•- . /A.•,, l 1. ,�'•nl,.., �., La way .de. u �1.�`�.rs••- 'C C> 7iIL _ l�l 1 f •rp Is• ; .•� •• 425~ MfP w� f�Su Mo nori r\ wlsuutu P =. ,`� PARP �O �i.`i�..N x' •• ,. ~u5 n 415 ' •i V' 5, SANFORD FIL N i i SCALE 1"z IC,000' •, u,n 46A %IA�i.:, I — 2""1�11.5 /4fi°'�lni¢ '.�•+-1rommocl (�S {!_ LAKE MARY I ' *Qlr Ivry �k.•� r„N Pw .. ie` ,• vj :ZS � � • e,m; tl�. c. n.n.nvl. �i/Ni ev CST. oor 1.749 S. R. 46 '1 r7 .,Iuvu 1• ,. „r:;..'4► 7 / O� ,�i fprl R•rp �,y 431 B ((�1JJ)) �'' c g 427A 1 a c, 4 �1 �f�Pn/On0 �427A ,f-rY ``-J-}A �_� I , •tl�',. r•' C'r sLJuike 46 4?5\: jai! �, A;'` '• rd f c...., En r,s o l..,n lrS�J'. f- ? - l �fl'�,'1• �. -` It CENTRAL er•4 - 1 CENTRAL FLORIDA',',_ - REGIONAL AIRPORT • - ��r. ID �% � AIR. P., ORd T.._21`-fi (� 1 SYY uitT t � /�/ � '�, '�' S'_. ..r r}.. hurl `1:J �, yi•4yL, Tony P, _ .ly -, 4 at.* i a.: 'JI• % L.�,r ,y "�Io. -� \• vl vv 0.0 y u• I _ —_ �r�► ' ilk' • I � i nn �\J ` ,y - _ 427 Cn•1.M ! �.�,,.� Y' �� u�\- r ' \ • I tlrnu xAnD 5 1. 1. ...,.... lunun„r•- y,,' •:unw :9': �� '� L hl,,,nt, _I 'j� i{:r • �' atl � t;,,,/ 1 _ - �1 !, �V. 74� roue• es-- � � Ln, E ro 1 •[ D 2b 9 '� IS 1.� ? /J• l:r��u �1 rl is r /_j % Jo r ` 419 �« • �h• �I .,w ' .•,r�•"i'• r .. 111 �.,r!" l� It'%•. / :Z Cyr (i.unl•,' ( a ,(• ` j`T,•(/ -'\ - I le w•yn•,r Y9' . ,l hLnr4 � N � Q`'r 14 4 — IGWOOD .. - _ �1 ynaMv it �1134 434 Fay 430 , r1 V . _ ]l. %- r\ i ,•-tY - /brru ;l,f WINTER SPRINGS 11`` F• �I, �. 4• rl'• r 1 p '.. • 1.. ' PUP 1.141 ,4 .« f.nlJ I l4) , .... I _ _ _'.I • fir" •I' • IN .T. • _4 uwuu0 427r°, P.P r.,•, �....4 I J Il � V,•1•• I � • �, �• 426 Y '�s� ��..r 1. halh,u, 1. � S il.� .. -1.1F, •-•--� ..:� � -., I I•� '► I\ FI+. rnl ,'•;% CASSUBERRV 1 .- 7 �IY�+.. �.`. Cty) TN' •� •'c�T ,-ip �... ' . Ws,FP`y/pn�yto 1. !u `j'.f•' rur.'(. �'I �I �/• Ulf. 425 �r 01 a 1u�1, G' •t - 600 ! 1 i to N.,P.•u • \ Pinhp It Y.Ru1 r 1,Y 9 _- �• �r Q,•�1..1 QVIEOO •f I(]-„13` lY �'' V rlkry II �: •..i 14 .1�• _• .r.— _ / +, S2o La'W 1. PARK ... i/(d//!i/� — 1tl +. a %I.• - / Y: ii{ I, I .•JrlNw . - r 426A �\:- .- .. -, • .N/+J. 4361s) 1 S ,•R._i atr-yiy• ,c»�Hu r t . 1: • rl b% 1. 17 •a4 1 7 t DE It MITf D l.X6 AN • -'y I . i1 ay/ s5 r•1 Sft Ih Y[t `/" _ - 92 COMPACT AREA114(!1 75•^ C.m. Er I.- 1,eV , sw 7r 1 • a6 : M•r.W ' I j qi QS VN D y /AS ! 7•'\ �L :Illlr ••• ^�-._..: i. •ll ��i� r ,'�..ifMllO Wll r. riUN'• 'II1��\h`4 _ _ • _ Yr nn, NJ y 1 `-I:i.l(P i `• �.. �r �01t 1nD11' /• - _ ,- v .. I,l"26 G•L-11. _ 1'' • �' ,- OCT 2e 19,V y 4 N 019 0 ('; 1992 PLANS PREPARE® BY BRISTOL.,CHIL DS & ASSOCIATES, INC. CONSULTING ENGINEERS • PLANNERS "7�M*14 lFW0006 K 4012 SALZEDO ST. CORAL GABLES) FLORIDA 33146 APPROVEQ (ENGINEERING PLANS DATE .. LL_-Ap ,( Z BY,. C. A. JO-R-Nb. 92 - 18 C— C, - - 4 { � 5 1� 4t R`ra c^%M �... KJY J DRAWN BY CHECKED BY: A.K. APPROVED BY: B.P. DATE: 10-432 FILE: W Q I I I I I II I OC I I I I 01 1 1 1 II 1 Q I I II L I I I I IL 7 1 j _ - L —__— L-----_j — / ! Q I — PROPOSED ROAD TO ALIGN WITH !� NAVIGATOR ANF— Z /aND EXIST. GONC, PvMT• SHOWN BELOW. I PARKING -- ASPHALT P�/M' 1. SloB�Oi N o I STEEL PIPING IN THI`a AREA J L_l T /) ► I r 157.4-0� 30TH STREET \ NO. DATE REVISION BY APPD. \ //— PARKING / SAW -GUT AND CONNECT I i S- REST- LIGHT' / \ TO EXISTING PVMT. 29TH STREET Pvt/I'r� — — — - - ----- 5O 'so I julO. H.T. OH,E.� Ar, � I I zs'r � lal PG - 5L FP VARIE 0 TREE- I �� TREES /%1T/%T/%TT/%17�777T771171711-1 7/;�-/7 Tom-" Q 58.4m_ N V. 55 2 `- 4 5WALE SLOPE (JKIIFORMLY FROM ////11Z/1�/1�///////////� Fpur1C7ATlorl --� INVERT OF M.E.5. TO INVERT OF EXISTING, HEAP)n/ALL / I r�� / REMOVE CONCKETE W F- U/Tl7/Tr7i� \ S mil, \ �� �1 I FOUN PAT ION TO E5ELOW \�� PA�/EMENT SURFACE; p• PATCH WITH HOT --MIX Q S� W / \ I / ASPHALT. Q A w Z 177777r1r� r , V V 61/1t/!11/� (/z1i1/i4 l�/�!1[/ a I t -- -- NOTE: fL ROAD OINGI DES WITH EAST EDGE 0� EXIST. GONG. PVMT. I 0 � 77T j77� T/7TT�7' —' `` � _-- TF�ANSITION PAVEMENT —i =s (TvPE S-3 MIX)///LL- / / EXISTING VEHIGULAFZ M ET EXIST. PvMT. GPADE/ ////////I FUELING FACILITY TO L -j i — O.H.E. (I.-V.) 1Qr EROaION SAW CUT P ROT ECT 10 N PG+ - EXISTING CHAIN - 58.51 Q d TOP OF SLOPE 7. '_ I I ` LINK FENCE -O f---- — _T— SWALG.-SLOPE UNIFORMLY 1 N V. 5 20 FRO M E L . 5 5. 20 TO E L , 54. 5 - I;:;:;: 57.50 1 LIMITS OF CONST, — IMEET G X 15T. G FZA P E �— I::::::F•:::•:� ��_TOP OF St_OPE Fi7.0*_ 57.Y73-'_ 57.Co4+ N M.E.5. AT EX15T, SAW CUT INLF-T-• INV. 54-.5 \ CONNECT TO EXIST. PVMT. SEE; D6TA I L 5 HT. G -1�1 Zi� BRISTOL, CHILDS & ASSOCIATES, INC. CONSULTING ENGINEERS - PLANNERS 4012 SALZEDO STREET CORAL GABLES, FLORIDA 33146 AS13ESTO5 NOTE: SOME E>UILDINGS CONTAIN ASBESTOS, IN F=KIAI5LE AND NON- FRIAPLE FORM. CONTRAGTOFZ IS NOT RESPONSIBLE FOR REMOVAL_ OF ASBESTOS IN FRIA61_E FORM (PIPE INSULATION AND SIMILAFZ MATERIALS. SUCH MATERIALS WILL_ &E- REMOVED PAY A LICENSED ASBESTOS ABATEMENT CONTRACTOR RETAINED BY THE OWNER. CONTRACTOR SHALL_ NOT BEGIN DEMO- LITION OF ANV UNTIL_ THE OWNER_ HAS O&TAINEI CEP-TIFIGATION FF?-OM THE ASBESTOS AE5ATEMENT GON•TRPAC-r0K THAT THE FRIAPL_E ASP ESTOS HAS BEEN FZEMOVEI. CONTACTOR SHALL. REMO\/E NON- FFZIAPLrc ASPESTOS (AS>ESTOS - CEMENT SHI"GLF- SIPINC� AND VINYL -ASBESTOS FLOOR TILE) A"D OF ON AIRPORT PROPERTY AT A SITE DE15I6N,6.TED BY THE OWNER.NO OTHER REMOVED MATERIALS MAY 13E DISPOSED OF ON AIRPORT PROPERTY. SANFORD AIRPORT AUTHORITY CENTRAL FLORIDA REGIONAL AIRPORT SANFORD, FLORIDA 0 30 SCALE IN FEET LEGEND r — EXISTING PAVEMENT TO KEMAIN H ZzlA..P L/� C)AGE SASE) TOFE. ZEMOVED (W07-1 EII MENT - �: oz��- O E�EREMOVED (NO TE 1) - EXISTING F3UILRING Oft SHED TO FEE REMOVED, TOGETHEK WITH SLP.E AND FOUNDATION F- 7-7-1— EXI57Ih1G BUILDING OK SHED TO PEE I/ / / / / J REMOVED; SLAE> AND FOUNI7A'TIONS TO LL -/ Z / -//A REMAIN (NOTE Z) F/7T//T///Tl//71 EXISTING QUONSET HUT OR STORAGE SHED PLACED ON ASPHALT SURFACE, Yl/11l/11/l1L/LGI TO E'5E REMOVED PKOPUSED ASPAAI TIC 1*"*'*'***"""""*'*"""***'**"- CONCFZETE PAVEMENT FW-OPOSEP POIZTL N"P CEMENT 19=1 PAVEMENT OR SLAP -r--�--• -r—i--- -r-j- --- TOP OF SW AL E SLOPE O.H.E. OVERHEAD ELECTRIC (HIGH VOLTAGE -O.HE.(LV.)— OVERHEAD ELECTRIC (LESS THAN (vOOV. —O.H;T. OVEKHEAP TELEPHONE EXI571NCa POLE - ANCHOR EXISTING STORM DRAIN (SIZE AND TYPE —� Z `" 1-CC P -1 PROPOSED 5TOKM DRAIN (SIZE AND TyPE) —E�j PFZOPOSEP MITEKED END SECTIOI--1 58.52 PROPOSED SPOT ELEVATION 58.Z?-k - APPROXIMATE E�CISTING SPOT ELEVATION ---- ,T POINT OF COWNECTION D EMOL_.IT ION NOTES: 1. WHERE PAVEMENT TO ESE FZE.MOVED 1S BE.YOWD "'*LIMITS OF CONS-TIZUCTIOW", CONTRACTOR SHALL FILL TO OKICGINAL_ GKADE COMPACT TO 9S% MAX. DEWbITY, ANp GRASS BY SEEDING. Z. ALL PROJECTIONS SUCH Aga WALL , COLUMN.PIE(ZS, PIPES, POOL--TS, ETC. SHALL &E CUT OFF .FLUSH WITH THE SLAB SURFACE, ANY HOLES, JAGGED EGP�aE�a OK OTHEK HAZAFZDS SHALL E5F- FILLED WITH CC)"CF-UTE. OR MOFZTAIZ,FINIraHED FLLLI�H WITH THE SURFACE 3. SEE NOTE " BHT. G-Z REQUIRING SITE VISIT 13Y B1PDF_R5 TO DETERMINE SXTEUT OF WORK REQUIRED FOR DEMOLITION. SEE A1_.SO SPED. SECTION 110. OCT 2 81992 AIRCRAFT FUELING FACILITY BCA JOB NO.: 92-.18 OVERALL LAYOUT AND GRADING PLAN SHEET C-.3 OF FOK CONTINUATION SEE gUAF-0 POST -SEE NOTE E3ELOw WALL SECTION Br --Low - --� 5' TO to' AS SHOWN] ON 5HT. C-3 15 p" �,�- LOADING AREA SLAB T2Atti►>t ER SUMP PIT TANK PAD t KHN�i i ivN ��� 1�1-• (FOR PUMP ('FDOT TYPE IQ ASPHAL- EQUIP. PAS TIC- SURFACE COI�RSE) 8 Ico INSTALLATION COLUMN yEE DETAIL (GATE TF-ACK(EEE SHT. )� �_ EAST EDGE. OF COLUMN A, CTK. OF 5HT. C-4 EQUIP. PAD AN17 OF EQUIP.' PAI7. %2'wMOOTH GEMEt�1T STL�CO Q 0 LONGITUDINAL PUMP NEATLY FORMED IN FZG:->H CONCRETE TANK PAP -LOCATION AND DIMENSIONS AS INDICATED ON PLAN. (SNT.3) (- No. 5 BAR GONT. - J °L FEATHER TO CONG>zETE -SHALL &E MONOLITHIC- WITH SLAB, 4„ FOUR-No.S SElJT F�AtZS (3-8`x 0') TpP SUR1l=p,CE TO �E H021ZOIUTAL QT O O ZERO THICKNESS 12 WITHOUT GOLD JOINT. ELEVATION lt�1D1CATEp ON PL,d,tJ, WELD TO No.4 BB ENT ARS I �- SLOPE VAf-IE5 CONCRETE PVMT, (CLA6`a a, 59.10 ONE-OWEco"T. NEATLY FORM Z x 2" FOR ELEV, RECESS ALL 4 SIDES 1 COURSE STANDARD 8" x 8"x I<o uJ BROOM FINISH) 1.5 % OF OPENING_ GONVG. BLOCK AND J Q 5-/o MAX. I.S% P P SEE SHT. C-� VA,R I E S Na. 4 BARS @ IO O.G. E.W. Q 3" TO 7" CENTERED W PAD t COURSE FILL A L Kt�IOGK-OUT � � Q � 3 C BLOCK -FILL ALL CELLS WITH ^STUCCO GRfH-rE, RIVETED GALVANIZEDLL • • • • :� q STE EL_, f�ION-TRAFFIC, LOADING, o CONCRETE G _ J 0 4 /%%% • i�L -� Q .- • „ •� 3 �• 2 LAYEKS (n`,� (o,� No. 10 IU W.W. h�l. U, �-7-T 7-T- I No. 5 BAR GoNT F 2 Z7 5/g x 35 �re x Z , F DOT. TYPE G • �. „� — --- p s ---. - / 12` 8" SQ. x 12"THK. SPOT FT`G. - Z �jTANDARD . U. S. FOUNDRY #rvCo10 �. G r - o r �T- v:. ��- ' — a0 - / G N _ VARIES AT COLUMN,MONOL_ITHI OR EQUIV. IOOLB. _- _ WITH SLAB. ``(n� ° 4• o._. ° 4•• 4 _ V. y P •0. 0 V(� I o ' � • •• ° Z'-O"'x 2'-8" ° THIGKEIJ ALL EDGES A5 SHOWN IZTERMINATE PVC -I I/4 BEND STUCCO �2 No. 4 BENT BARS 9"xZ0 , @ z O.G. BELOW 3-No. S BARS 2'-O"CONGA EA. WAY WORK PLATFORM COMPACTED 2 No. 5 BARS GONT. GRADE EXIST. PVMT. ° 5TOCG0 ° GONG. SLAB WITH TO 100 b/c> MAX. DFINJSITY PAID FOIZ FORM ENTIRE FACE Co"xCo"xNO. lO/10 W.W.M. ( (BEI�JD AROUPID CORNERS) TO fZEMA1N 46 REMOVE EXIST. PVMT. SEPARATELY - SEE NOTE SHT. C-3) C7OE5 NOT APPLl/ IF TRANSFER 1 i TOP & OF SUE5GKAPE TYPICAL FOR ENTIRE EQUIP. PAD Ira CONSTiZUGTED FIRST. (0"Fvc � � � � NQTE6: J. APPLY NON- SLIP MEDIUM EUROM FINISI-\ TO COMPACTED TO lOo0/o PERIMETER OF DIKED � APPLY 2 COATS - ALL EXP05ED CONCRETE 5URFACEG EXCEPT Iv1A?C. PENSITY T-I� AREA EXISTING ASPNAI_T PVMT. WITH Z-IJo.513ARS Co"T. I 6tTUMA`�TIC ° I No. 5 BAR EACH CdPNE2 LIMEIZOGK BASE (TNIGKt.1ESs °tCOAL-'TAR CONCRETE TANK PADS, WICH ARE TO UNKNOWN -SEE NbTE SHT. G-2 ,N �A5E PAl}•1T RECEIVE STEEL TROWEL E\N15H. Co" 8"GONG. E,LOCK., ALL GEL.I_S PVC PIPE SHALL BE n FILLED WITH GONG. (PREGASi 2 STUCCO SURFACES 5HALL. HAVE SMOUTH FIA115H• SOLI DLy CEMENTEE7 LONG. AGGEPTAgL E AT GONT{�AGTotz�S �, . p. OPTION -SUBMIT SHOP DWC75.) 3 . WORK PLATFORM SHALL CAE TESTED TRANSVERSE BUMP NEATLY FORMED IN INTO WALL 6 �,: • _ �, � �' •. FOR TF{IGKN�55 AND DENSIZY PRIOR CONCRETE, BY SCP-EEDING, ACROSS TEMPLATE' °' " ° ° TO PROCEED\NG WtTH CONCR>=TE. ATTACHED TO SIDE FORMS. N_ NOTE: CONTRACTOR TO No. 4 BARS Q 10" O.G.E.W. Q( DE -WATER AS RF-QUIR.EO CONSTRUCTIOtit 1Z" 12 LONGITUDINAL PUMP -1 FO>Z CONSTRUCTIO►J ASPH. PVMT. - V Q FOR CO►�1CRETE REQUIREI`jE1�IT5, SEE S,EE SECT. \C` PEEL-0W GONG. PVMT. - (SEE SECT. "A'.) N s P EG , SECT, N SEE SECT. \A' FOR. PAIQTI"(:C REQU\IZEMENTs� SEE _ SPEC. SE.CT, N 1/4 �aLOPE . a : . _ . a . •° SECTION A _ _ - -4 �/A R11=S a-ROURED CONCRETE TIE BEA" _ (FOOT CLASS IL MIX EXCEPT to, TO TYPICAL SECTION THROUGH FACILITY AT CENTERLINE No•e9 STONE MAY BE uses EASE COMPACTION IS WORK PLATFORM VERY CRITICAL_ AT THIGKEN PP _ - - UMABILIT-f) THIS POINT. CONCRETE (VIEW FACING SOUTH) EDGE TO 10 N.T.S. SECTION B C-4 TRANSITION ASPH. TO CONC. PVM T. „ SCALE I/2 = I - 0 - � al U = o a 4 U UJ 0 T Q F IL u a d 0 O Q p -' > ED -7 Q n - _ �\�-- STRIP OF CERAMIC TILE (TO _ BE. SELECTED ei ENGINEER = \-4 No. E, t3AR-) COWT. (PRovla� _ BENT BARS AT CORNER_) - - SMOOT SC7TE TUCC, PAIND � Q.Ps (NoT: coLoczs ovE N AD E31=Lc-)W TILE STRIP Ta BE. DIFF•EF2ENT �;i `% DISTURBED AREAS TO BE C IKAS5EL7 k�5Y `mot-tv�Nv 10 SHOUL DRAWN BY: J.B.G. CHECKED BY: L.G.G. APPROVED BY: DATE: I(D �2 PROJECT NO. SLOPE �/'";Z 5 FOK CONTINUATION SEE LAYOUT AND GRADING PLAN _2' SOD STRIP 15" .4, PROPOSED ASPH. PAVED ROAD Z"ASPHALTIC- C-ONCRETE SURFACE COURSE-F.D.O.T. SPEC. 5-1 PRIME GOAT - F: D.O.T. SPEC-. 300 S"LIME:POGK BASE-FP.O•T. SPEG• Zoo (DOUBLE COURSE) COMPACTED TO IOC `r]o MAIL. t7ENSITy SECTION C C-4 TYPICAL ROADWAY SECTION (VIEW FACING NORTH) SCALE 1/2"= I'-0" NO. DATE REVISION BY APPD. Co" WORK PLATFORM CONAPA.CTI~D TO 1.007o MAX. DE" s ITy . 5` TO 10' AS SHOW f~I OLl SHT. G-3 ) �T-T77 7 / �/-7-/�7 7 7 7—/ 7�i�7 SLOPE VAK(U-5 AT C01. "EC.TtONs TO 20'1:8 ST AND 30-EH S"F., AND WITHtf`_A I15 FT. OF .LOAF.'It`lG A`CEA PA`JEMENT, TANK ACCESS PLATFORM — F UE t✓ TAN 4C—--- ------ SOUTH ELEVATION (NORTH ELEV. IS REVERSE) SCALE 1/8 = I - 0`l STUCCO TILE STRIP EL. Co(D_7r� GP,T E r GONG. LOADING AREA BRISTOL, CHILDS AND ASSOCIATES, `jNC. CONSULTING ENGINEERS - PLANNERS 4012 SALZEDO STREET CORAL GABLES, FLORIDA 33146 (305) 446-8351 El co W ,I- Q uul �L (P (P 1- 2 U) " z Z) - 0 - = SILL HEIGHT FOR 0 Lu U VENTILATION OPENINGS 2 COURSES _ gEE. SECTION «13aV�. E31 OCK SOLID . IMPORTANT: BOTTOM 2 FILLED ------- -- - -- COURSES MU5 BE LAID, INSPECTED, FILLED WITH CONCRETE, AND INSPECTED AGAIN PR IDFZ TO PLACING Rt=MA1NlNG COURSES. ELEV. VARIES - --��E E c�E�rION A At3oVE (Sea 4Z--H7.C-3)— •WALL SECTION (TYPICAL ALL AFROUND TANK, TRANSF U-FR >✓QUIPME.NT AND OIL SEPARATpR AREAS. = 1'-011 q AIRGf?-AFT FUELING FAGIL.ITy - 11J n�f-c.cC-- EAST ELEVATION (WEST ELEV. SIMILAR EXCEPT WITHOUT GATES) SCALE: 1/8" = I'-0` SANFORD AIRPORT AUTHORITY CENTRAL FLORIDA REGIONAL AIRPORT SANFORD, FLORIDA mp AIRCRAFT FUELING FACILITY TYPICAL SECTIONS AND ELEVATIONS OCT 2 81992 BCA JOB No. 92-18 SHEET v 5 OF DRAWN BY: GPV FP CHECKED BY: L.(AG - APPROVED BY: 13P DATE: FILE: NO. DATE REVISION BY APPD. BRISTOL, CHILDS & ASSOCIATES, INC. JTB,G4 CONSULTING ENGINEERS - PLANNERS 4012 SALZEDO STREET LrCORAL GABLES, FLORIDA 33146 MOUNTING PLATE e E E BELO W� C 4 X 7. 2 S x 4'-0" LONG CHANNEL-2 2 VrZ � � X 2 I/2 � � I I X 1/4 Sl' PLATE, WELD TO CHANNEL AND AT - TO WALL W ITH I- 5 OIA. X 4" LONG SLE OR WEDGE aOLT. 4 PLATES REG�'p. I END,TOPAND E5O- STUGGO - 1/4" SI-e SOLID - FILLED POFZTION OF WALL - TYP BOTH I" X I" X I S G A. STEEL TU B I NG PLAN PICKET WITH DRI\/E-ON C�,sT IRON CAP (JULIUS, BLUM + CO # 5411, OQ E(S2UAL). 12 PICKETS RE.G?'D. PER VENTILLATION WALL. TOP OF WALL EL.la(n.-IS—\ TYPE - �1- SECTION VE NTILLATION WALL N.T.S. a , SANFORD AIRPORT AUTHORITY CENTRAL FLORIDA REGIONAL AIRPORT SANFORD, FLORIDA PLAN EXPANSION JOINT EXI'jTING INLE-r MATERIAL — 4" TH IC K GONcRETE GRATE EL. ><o.Co�l 5LAF3— WITH N0. 101+0-- W.W.M.-BROOM 5 MOOT H ROU N cC)ED OPENINCs MOR'FAK I U V. 54.5 IzwlrH 4 !z M ITERED ENf7 � INS/. 54.D °j '� - I NO. 5 E5AR F-- I SECTION MITERED END SECTION AT EXIST. INLET N.T. S. OCT 2 81992 . AIRCRAFT FUELING FACILITY BCA JOB NO.: 92-18 MISC. DETAILS SHEET C--6 OF 7 TOP OF FUELING Fp-ILITY WALL C-L-. (n(o.75 A1"TACH TO WALL. WITH 2-5"S"ANCHC SLEEVE 5OLTS — ICKET GATE FRAME INTERLOCK ASSEMBLY M.T.S. -� COL. II -FOUR 5�6 DIA. X 5"(MIN.) LONG STEEL SLEEVE OR REINF. STL. — WEDGE BOLTS. (SEE SHT.C-6) g" X Imo" COLUMN o .I I " (0 X—I 1"L i x 1/rL11 ------ (o X Co X l2 THK.STL. PLATE TNK.STL. PLATE —10 I . SEE DETAIL. BELOW — -`- \, (D" X 311 X /Z" NEOPRENE 3/8'iJ`-�•�" RUBE5ER E5UMPI;2 ADHERED TO S-TL. l� PLATE (,TY P.) i I i 2 Il2 � 3 'l21 I � 1�1 I FACE OF FRAME--__ FACE OF PICKETS - --� I 1/q „—<"T Y P. — - PADLOCK B'( OWNER S/811'o ROD BENT AS SHOWN AND WELDED To OUTSIDE OF LOCK PLATE (2 REQ't7.) I/'Z" DIA. HOLE THROUGH 3 PLATES. LOCK PLATE (2 1/2" X 1,11 A 1/211 ) WELDED TO GATE FRAME (2 REQ'D) CENTER STOP ASSEMBLY N.T.S. DRAWN BY: l_.1:3, Gr. P V. -- CHECKED BY`A, K. —� APPROVED —BY: E3-P DATE: FI1,E: ---� 4' x 3"x l4" OPz `STE,EI...-TUCSIt� GI�TE F�CAMI NO. DATER E VI 510 N .-� BY FAR P D. FUELING FACILITY WALL TYP. INTI✓Rl_OGK ,a.SSEMe'L-Y - S E E D ETA.I L- AT L_EI'T.— ��,�� STEEL TUP31! 1Ca PICKET WITH DIZIVE-ON CAST IV-0" CAP (JULIUS E51­UM � CO.,# 541 1, OIZ APPIzoVED EQUAL_) ON TOP. 52 PICKETS PEPS. CaATE LEAF IZEQ'D. PICKET DETAIL TRAVEL i 1�` - 11/4" OPENING ^-II TOP ROLLER ASSFMBLY EDGE OF GATE 1 W_E:6Z'D. PEP- GATE LEAF. i I N OPEN POSITION 5P~E DETA1 L AT LEFT. W8 x t3 GUIDE BEAM c� GONG. PL�.D FOR G7ATE T�AG4C G A.T F T {_ .P.G IG GATe O—� PEN �-_q GOLU M N 8" X 1C" GONGFZETE COLUMN (SEE SHT. G-4 OPEN GENTGR STOP ASSEMBLY - 5EE DETAIL_ BELOW LEFT. N.T.S. PLAN 4 X3 x 4 STL. TbbIMG - IB'-O" GATE —_ COL. I TYP, BOTH CsZT SIDESGATE LEAF /46, DIA. x 2" \/V cD - MAN-C PICKET Gat -IESE �20NZE25 SPACES @ 4O.C. IW8 x 13 GUIDE BEAM B"x I(o'CONC. `�/L (EEL PEA C�� E 9"x %2" TOP OF BEAM EL. (o(D.-7S COLUMN (SEC- 5EL PLATE (TYP. EACH HALF OF GATE LEAF) ' \ HT. C-4 6R.ONZE DISC. SPACER �_�_ - I� u I /4 I �0 1 I 3 �� 3�4S.S. LQCKWASHER / ! -45 MITEK `.rREF.� AND NUT III I I II! I 4"x 3"x%4KECI'ALIGULAR. � TYP.) I„ TYP �4 STEEL ToEt) I ( �'4"DIA. x (n/2 LONG S.S. SHAFT,4-10 NPT %2" LpNG EACH EN GATE PICKET GONG. PAD EE ET 6OV E A 1 m � O EL 5 1 I I w sEE SNT. TAP h n �h nnh, I 1 6-4 4 G - S. — 8 i INMYCHOK PLATE 11J S j 3„x 2" x %4'1 KECTANGULA� (i i SPACED @ 2'-O'O.C. F~ l; STEEL TUBING I i ATTACH TO CONG. Lo U Z :I ! .. 9 i I WITH 3/4 DIA. x v it 3 TOP OF CONC. PAD 2 3 _ 21/2u 21/2' 4„LONG STEEL Z Q I'', I. TYP.) ll EL. 57.10 i 4„ _ SLEEVE OK WEGIS Q % BOLT. TYP EACH 2 " TOP OF CONC. �� h, ��j �x 2"x3/� SIDE. �RoNZE ANGLE LU I� EL. 59.10 -I r GATE I GAT E T KAC4C (TWO- ������� TRACK 31�- O" LONG SECTIONS SLOPE 5I'-0'GATE TRACK Z'-0" �—gOTTOM WHEEL. BOTTOM WHEEL ASSEMBLY _o„ \ DETAK_ AT K.ICaHT AND GATE TRACK SURFACE OF — I 21__ _ _ ASPHALT PVMT. �Q v SURFACE OF CONC. PVMT. �CONCKETE C.UrC� 2 F IN FF-OIJT OF GATt< TKACK (HEIGHT VAKIES) SEE SHTS• C-4 � C--5) EAST ELEVATION GATE ASSEMBLY N.T. S. BRIST OL, CHIL S & ASSOCIATE,% INC. "�. C.0NSULI NG ENCANIE PLANNERS r �. 401 2 v CORAL GABLES, FLORIDA 33146 AL SANFORD, FLORIDA — --- OCT 2 81 AIRCRAFT FUELING FACILITY _�- � BcA JOB -raO.: SLIDING GATE DETAILS. sH ETC 70 OF DRAWN BY:--- � - - _ i; I CHECKED BY: EJGJ ^_APPROVEL) BY: FATE: .__ — Fit E: N0. H��.i�i_�r. �'; APPC. 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 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 W/FOOT VALVE GIsIdGRAI., NO'I'F;S I T111S CONTRACT INVOLVES 4JOR1C:lI,[G W.1:Tll AVlA'.1'.LON FUF;I_,S (JET -A & AV -(;AS) . 1111, CON''RAC'l.'OR SIIAI,I, '1.'A121L; At-,L I'll E;CAUTI_ONS TO 1?I,1MlNATE; FIRE, EXPLOSION AND SP.I1,1., HAZARDS DURING CONSTRUCTI-ON OF ' 111S FAC_'.l L,I'_t'Y . 2 EXERCISE EX'11ZEME, CARE W Ul'll F;X:I:S'a.' [NG UNDE;RGROUND U'I' 1: U a:'T I ES . 3 NO'.l'IFY SANDFORD A:LRPORI' AUI'110R1'I'Y PRIOR 'I'O COMMENCING WORK. 4 TIIE C01T.l'RAC'.1'OR SHA1,1, BP RESPONS,1131,E FOR CON'1'AINJ NG, REMOVING AND PROPf;RI-Y D-ISPOSLNG OF' ANY FU13.L Sf'LLLS CAUSF;D LAY WORK UP�ID[;R '1'lllf_) C:OITYI. AC'.I'. 'I'H[, C'011'1'RAC"1'OR SllAl,1, 110'T_LFY 'Tllf; A1'1'R01'R I ATE, I-F ANY SP.1 LI , DOES OCCUR, AND COMI'I,Y W l:'I'II AI 1, Rf?GIJ I A'l':LOC1S . 5 FUEL FOR STAWV--UL' ANI.) 'I'I?S'l'.l IJ1 SHALL, 13E; FURN I SHFI) hY THE A.I PPOPT AUT110H l,TY. CONTRACTOR SNAIA, + COMl'.GLTL:l_,Y ChEAN Al.,l, SUIZI;'ACE'S IN COITFAC1.' WITH FU1 1, L31?I�'URE: IN'TRODUCIING FUE,I., INTO THE SYS')TEH. BRISTOL, CHILDS & ASSOCIATES, INC. SANFORD AIRPORT AUTHORITY CONSULTING ENGINEERS - PLANNERS CENTRAL FLORIDA REGIONAL AIRPORT 4012 SALZEDO STREET CORAL GABLES, FLORIDA 33146 SANFORD, FLORIDA r Nor Aft O 1 2 3 4 SCALE -FEET k. OCT 2 8199W2 HUFSEY o NICULAIDES o;GARCIA o SUAREZ "n N s 'S 2900 SW 28 LANE MIAMI,GENGINEERS FL (30 )4©1=850 AIRCRAFT FUELING FACILITY ! BCA JOB NO.: TANK LAYOUT & PIPING PLAN JET FUEL O- �O q AV —GAS DRAWN BY: Z' CHECKED BY: APPROVED BY: DATE. FILE: �►�''=T e� AV GAS AND JET FUEL PIPING DIAGRAM N.T.S. NO. DATE REVISION BY APPD. 1 —_n <> I � ur I I �r �II=F_ ,- AL A Nv JET—A AND. AV —GAS SCALE:3/8":1'.0" LEGEND BUTTERFLY VALVE 25 JET —A FREE VENT CHECK VALVE 26 AV —GAS VENT 3 SWIVEL JOINT 27 JET —A FLOAT 4 LOAD ROSE 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 CONTROL VALVE OIL ABOVEGROUND 15 STRAINER, AUTO AIR ELIMINA'.I'OR 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 W/FOOT VALVE .. o BRISTOL, CHILDS & ASSOCIATES, INC. BIMCONSULTING. ENGINEERS - PLANNERS 4012 SALZEDO STREET CORAL GABLES, FLORIDA 33146 JET A �UE� PUMP, FILTER STATION SANFORD AIRPORT AUTHORITY CENTRAL FLORIDA REGIONAL AIRPORT SANFORD, FLORIDA SECTION A 3 / 8": V-0" �II I� iI L ► �O �u SECTION B 3 / 8": V-0" A - 5 Fz L.6C� `�5Q iJP OCT 2 819a HUFSEY o NICOLAIDES o GAI2CIA oo�.SUAR[. CIRISULTUIG R 2900 SW 20 LANE MIAMI, FIL 3313.3 (305�© 4 9 AIRCRAFT FUELING STATION BCA JOB NO.: 92-18 PIPING PLAN & DIAGRAMS SHEET M-2 OF • 1/4" DUST CHAIN . 3/4" WELDE ?UICK COUPLER 3ALL VALVE 1/4" REDUCER S. PROBE FLOW DIRECTION 1 /2 D I A —j �— 4Z) 1 IN D I Mt. CT ION OF FLOW AND IN HORIZ. 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: 3 (3/4") UNION(TYP) 39 (3/4") 38 (3/4 $1 ) I �I MANUAL AIR VENT TEST CONN. ' WITH 3/4" BALL VALVE NIPPLE & CAP 35 (IN FILTER BODY) 1 DIRECT READING DIFFERENTIAL PRESSURE GAUGE FLOW CONTROL VALVE- --STAINLE,SS STEEL TUBING 36 36 PROVIDE REDUCERS AND FLANGES AS REQUIRED (TYPICAL FOR INLET & OUTLET) WHITE PORCELAIN SAMPLING BUCKET VESSEL DRAIN v'• •' a • j Q. a .• 35 ( 3/4 ) FROM RELIEF 8" X 4 8" STEI FLANGE VESSEL DRAIN N.T.S. 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 RECOMENDATIONS. • BY APPD. 316 SS 40 MESH STRAINER WITH RIGID 316 SS FRAME WELDOLET HARD CONNECTIONS HERMAL.1-1,R NTB, p(3/4") >9 (3/4 ) i (3/4") MANUAL AIR VENT WITH 3/4" BALL VALVE NIPPLE & CAP 35 DIRECT READING DIFFERENTIAL PRESSURE GAUGE -STAINLESS STEEL TUBING PROVIDE REDUCERS AND FLANGES AS REQUIRED (TYPICAL FOR INLET & OUTLET) // WHITE PORCELAIN SAMPLING BUCKET v•� 4 tr 35 (3/4") AV -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. XBC4BRISTOL, CHILDS & ASSOCIATES, INC. CONSULTING ENGINEERS - PLANNERS 4012 SALZEDO STREET CORAL GABLES, FLORIDA 33146 A - _--- - -- - -- - - - _ ... _ __ - ' -, , r ,r—'_'.�-'r-MTh-•— tt g i �. . i �. �l � r • r >� � � v+ 3 i.f�A ry � �✓ � k �� lyttr`y� tar y t� ���� 1 J, � 1 1F l t- 51,k n , n , NU . ROUTE AS REQU I RED Ar' A VALVE OPERATOR. y,f PE FROM PIPE STAND -UEL PIPE. i )N 4 OPERATOR h 35 -; 3/4" WELDED TEE PRESSURE,- GAUGE';: (3 0-150 3/4 X 1/2" REDUCER — JEF VALVE 1/8" THICK BUNA—N GASKET --\ F&S ADJUSTABLE PIPE SADDLE FIC 426. T HREADED REDUCE 9"0 BASE PLATE � FLOW 3UTTERFLY VALVE 'B.F.V.) RADIUS GRIND ENDS 3" ' --6 it FUEL PIPE 2 1/2 " 3" VARIES ad :. PIPE SUPPORT DETAIL N.T.& NOTE: FOR PIPE ANCHOR USE F&S FIG. 427. SANFORD AIRPORT AUTHORITY CENTRAL FLORIDA REGIONAL AIRPORT SANFORD, FLORIDA go, 3/4" WELDED TEE rr f PRESSURE GAUGE ` tilt N.T.S. _ o „ „ 2, G„ O', PLAN 2-3/4" DIA. HOLES i ! w 6 X 3.0 Lb,ALUMINUM -CHANNEL :a __... _._8 _0 01 SLOPE k L ANCHOR .BASE TO CONCRETE. n 1 rn I A t I TI 1 /- ^I In T /n JI s. ELEVATION ' p HOSE RACK - DETAIL • � �pC Sp; f,.. r„ b k y, y 'a tax 'i h *ra f , 4d yi r _ y H144GHUFSEY o NICOLAIDES o: GARC'IA o SUAREZ s CONSULTING . ENGINEERS HNGS # 92 0122 2900 SW 28 LANE' . MIAMI, FL 33133 (305)44-8501 On ; BCA AIRCRAFT FUELING STATION - „ 92=1$' MISCELLANEOUS DETAILS sLl Hae�T • QF: r �r,� 9 r yt H �( EQUIPMENT SCHEDULE 1. BUTTERFLY VALVE 2. CHECK VALVE 3. SWIVEL JOINT 4. LOAD HOSE 5. OFF-LOAD CONNECTION 6. JET -A LOAD CONNECTION 7. AV -GAS LOAD CONNECTION 8. LOADING VALVE 9. GROUNDING REEL 10. FIRE EXTINGUISHER 11. JET -A LOAD/OFF-LOAD PUMP 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 NORRIS R-285 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. PARKER F117-V7C 2 1/2"X3" UNDERWING NOZZLE. PROVIDE PARKER F'421, ADAPTOR WITH CHAIN -AFFIXED DUST CAP TO OWNER FOR REFUELER INSTALLATION. EMCO-WHEATON (J451D-001) 31IX3" KAMVALOK COUPLER. ADAPTOR WITH CHAIN AFFIXED DUST CAP FOR REFUELER INSTALLATION. EMCO-WHEATON E471, 311. HANNAY-REELS HGR-50 (50' LONG) AT LOAD OFFLOAD STATION. CART -MOUNTED KIDDIE 125 ABCR-1 GORMAN-RUPP RS3A-B 4"X3" WITH AIR RELEASE. PUMP SHALL OPERATE AT 300GPM, 80'TDH, 10.0HP 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 tLBOW. AUTOMATIC WATER DRAIN VALVE: CLA-VAL 100AF, 1". FLOW CONTROL/WATER SLUG VALVE: CLA-VAL 40AF2C, 411, SET FLOW RATE AT 300 GPM. 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, 41IX3", 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 ELIMINA`T'OR HEAD. (WOgFr1 CM2� %6ITY) LIQUID CONTROLS MS-.30-E-2 3". WITH LOCKING CO NTER (300 GPM C7�W17Y MUESSCO 185, 6". 18. INSTRUMENT VALVE 19. PRESSURE GAUGE GAMMON TECHNICAL PRODUCTS, GTP-281F. DRAWN BY: CHECKED BY: APPROVED BY: E-I DATE: FILE: 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 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" F:IGH 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. TANK 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" 24. AV -GAS WANK SUCTION OPW 611. 25. JET -A FREE VENT OPW 23, 3". 26. AV -GAS VENT OPW 23, 311. 27. JET -A FLOAT INSPECTION HATCH OPW 268, 311. 28. JET -A FLOAT INSPECTION CABLE 3/6" DIA, STAINLESS STEEL. 29. PIPING MANHOLE AND COVER BUFFALO 24" INSPECTION MANHOLE, 24" DIAMETER. 30. PERSONNEL MANHOLE, COVER AND BUFFALO AUTOMATIC VAPOR PURGING, MAN - LADDER WAY WITH LADDER. 31. GAUGE HATCH AND GAUGE PLATE OPW 268, 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 RED OXIDE PRIMER AND INTERIOR LINING OP4� � SETS FUELS., 33. FREE VENT 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 PSIG. 38. AUTOMATIC AIR ELIMINATOR GAMMON TECHNICAL PRODUCTS GTP-21S, 3 / n " . 39. AIR ELIMINATOR CHECK VALVE GAMMON TECHNICAL PRODUCTS GTP-1294, 3/4", ABV AUTO AIR ELIMINATOR. NO. DATE REVISION BY APPD. BRISTOL, CHILDS & ASSOCIATES, INC. Q� CONSULTING ENGINEERS - PLANNERS Qa BC44012 SALZEDO STREET CORAL GABLES, FLORIDA 33146 I. HEl� SECURE WiT� S._ _AMPS Q� I EYEWASH A N G E SE SURE --- , T O 3LAD 'A E ,t'S ON --�-314 " H2 W/VACUUN 3RE. KE� L � L WATER SUPPLY EMERGENCY EYEWASH/SHOWER RISER NTS E0;)' :'M-N-SPEAW11,K MO"J=_ SANFORD AIRPORT AUTHORITY CENTRAL FLORIDA REGIONAL AIRPORT SANFORD, FLORIDA AIRCRAFT FUELING STATION BCA 7 JOB No.: m '92-18 EQUIPMENT SCHEDULE SHEET OF , i, PARKINS — CONNECT TO EXISTING Lij tt SEAL -OFF FITTING TO COMPLY WITH CLASS ! ® f ( I II ' I I ( 1, DIVISION 1 OR-2 AS REQUIRED BY NEC / I ( TABLES 514-2 AND 515-2, II EX EXPLOSION PROOF EQUIPMENT TO COMPLY _ WITH CLASS 1, DIVISION 1 OR 2:AS RE 'D. IL _��— —,� BY NEC TABLES 514-2 AND 515-2, --- -- I AFF ABOVE FINISHED FLOOR 1 Po,RKIt`IG AFG ABOVE FINISHED GRADE IMETER. A'SP1-IALT `` _..___.J.____- ter._ _�- � '.��:T�.!••_.�Y. / WATER METER W/ fie,` u -TWo STEEL.- Pcr-Tis T �� ,\ Frame --- �--- - � ••�` /�J HYORA h"T � � 1" PVC Co. =c �� > I 4 �rL CPO EXISTING UTILITY POLE. RUN NEW 0 I UNDERGROUND DUCT/CONDUCTORS TO F.P. & L. F-- I 4r••.iv.�HOLE AT UTILITY POLE BASE. COORDINATE ALL WORK WITH F.P. & L. j (D REPRESENTATIVE, MR. RANDY MAY, TELEPHONE > l NO. (407)321-5620. 5p� M 1 EXISTING UTILITY POLE WITH Q 1 SECnNIDARY TRANSFORMERS, I 7pp _ ��T% % %T 1?0/208V, 30 SERVICE VOLTAGE. I T � )SAW / CUT--' C ro DP-1 i 2410 & 1#10(G) ��� 3/411C �- EXISTING OVERHEAD ELECTRICAL/ TELEPHONE LINES. IDRAWN BY: KGi ICHECKED BY: AO. APPROVED BY: (DATE: VILE: �\ raA.W GUT ANP GONNEGT �1 —STREET LIGHT- JQ JUNCTION BOX TOE7tl� Ca ?INPVMT. <f / G BURIED GROUNDING GRID _ GROUND DRIVEN ROC G 9TH STREET --- ASP+-{ALT PvMaT-, .._ �11 FUEL PIPING. SEE MECH. DWGS. FOR ROUTING REQUIREMENTS �..��.- --, - - - -- ---_ _.---__ __— _—_ _._. _— __---_ __—_LL —. -~ --- UNDERGROUND ELECTRICAL.DUCT/FEEDERS. ....... Iz"R.G.P, I�"Kc� \ / THREADED RIGID STEEL CONDUIT, MIN. 24" r:•:•:•:•:•:• \ / •;�4:•:•• - � � COVER. SWALE �' a�-[] POLE MTD . FLOOD LIGHT. MOTOR, SIZE AS INDICATED. DISTRIBUTION CENT ER AND/OR GUTTER. r > I w �3o �32U FUS D DISCONN CT SWITCH (3 N F POLES o TaEF I / I F (30� RATING, �20) FUSE SIZE, gFg FUSE SfZE1 PER EQUIPMENT NAMEPLATE. Q a ITREE5 - -�l�T� T' j7T/%T�TT�/7 7113(� ptr��o-y✓M� p�51�r1.i��Il IUJ IC - «� �I/ 1 1_ \ �Sq I 1 IZEMC7VE CONC IZETE v irrv1 I Z .L _zJ I FOUN PAT ICON TO E5E_L.OW PAVEMENT 50KPA.CE; \ r — T PATCH WITH HOT -MIX ASPHALT �,- W ' I z i I C-. A�pwa `f o. R E 77TTL77TT%TT/_ITT/T J ` / x FUELING FACILITY TO ' I ll! Z_��zz/_/zz��/z / K.EMAIN . -Z EKOE)IOK1 SAW GUT i ' �� t; �� -- - - --� -- — v.H E. (L..\/.)_ -- P FZOT EGT 10 N .... 7 I I �-~ EXISTING GRAIN- T INV. 57.4 -.,, ::I:::':; INv. 5 .Z t LINK. FEKJCE IT �--CoriCRETE - F<A I L-f3C?�l P -r +�s i_ .: --- -- - — . J I I RP Nr P `1Q 1 11 '�.� -+ �+ ++ t { �- x x 4 Ae r GHT LIf �e. L .. t,• ',� ` -- --- I ��I��I J --��: 60- 12"RAP t:. �' r SWAt_._E -SLOP UE.I I FOKMLY FROM W Q II r x l i ?•: :• Le INVEF_T OF M.E.S. TO GFZATE OF CO CC�JCREiE L- l -� k''''' EXI5TING INLET: DLCCK II i r I x --~-- W ,n p-- r-7 {:: d w LIMI rs OF COST,-W Z L I :�: MEET EX15T. GkfAUE IX Q L� K gQ I I SAW GUT 30TH STREET Q — J - ASPHA l_T P �M' T' do - CONNECT TO EXIST. PVMT. Q I I — I y _ ELECTRICAL CODED NOTE SCHEDULE (DWG. E-1) �1 FUTURE AV GAS TANK. NEW AV GAS TANK. 3O NEW JET -A FUEL TANK. n FUTURE JET -A FUEL TANK. O FUTURE JET -A FUEL TANK. O UNDERGROUND ELECTRICAL DUCT/CONDUCTORS TO DIST. PNL "DPI'. SEE ELECTRICAL RISER FOR REQUIREMENTS. O ELECTRICAL -DISTRIBUTION CENTER. SEE DETAIL DWG. E-2. O POLE MTD, ROOD LT, SEE DETAIL THIS DWG. BRISTOL, CHILDS & ASSOCIATES, INC. Qv CONSULTING ENGINEERS PLANNERS Oa 4012 SALZEDO STREET CORAL GABLES, FLORIDA 33146 12 SITE PLAN SANPORD AIRPORT AUTHORITY CENTRAL FLORIDA REGIONAL AIRPORT SANFORD, FLORIDA .; ,; a �� s i ,. , s +,. �, �tx: .. � N� f .. y' Ni ��;s ... � r ;,. q ♦�'�:� r - � � r{' ,� � a� �, M'� \;, �..ir�.: ',:' ^ .. r �'��'.�..11' • ,. i y i ; �� �� �. � � ,� '�, ,�► d J