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HomeMy WebLinkAboutFlorida Gas Trans 91-03866VEGETATION ENVIRONMENTAL PLANNING/SITE PLAN CODE ENFORCEMENT USA TAZ WATER SUPPLIER SEWER SUPPLIER DER CERTIFICATION FL DNR (CCCL) FL DOT SLC STORMWATER PER MANGROVE ALT SEA TURTLE PROT BP VALUE PLANS EXAMINING FEE +g�f .SPECIAL APPROVALS REQUIRED DATE RECEIVED NOT REQUIRED .» Q REQUIRED FEES $ RADON FEE `f7872 ROAD IMPACT FEE $ Al --"- ROAD IMPACT DISTRICT _ ROAD IMPACT ZONE_ ROAD IMPACT CREDIT: YES: NO: SCHOOL IMPACT FEE $ _Al,lDATE PAID: CHK# SCHOOL IMPACT CREDIT: YES:__ NO: SCHOOL BOARD APPROVED EXEMPTION: YES: NO: _ ALTERNATIVE DEV. FEE $_L DATE PAID: CHK# ALT. DEV. FEE ZONE: SUB PERMITS REQUIRED.. NOT. REQUIRED GAS - ----- .. _ AIR CONDITIONING ELECTRIC PLUMBING SCREEN ENCL/FENCE _ ✓�' ROOF ---- -- - - DRIVEWAY ZONING CHECKS BBL ✓ LOT COVERAGE EASEMENT TS ;LOT SPLITS r v w BUILDING PLAN CHECK ST. LUCIE COUNTY -FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 465-6655 JURISDICTION:_ St. Lucie County____,____ PROJECT NAME: FLORIDA GAS TRANSMISSION CONTRACTOR: Southern Construction ARCHITECT:. Gulf TnrerState Eneineering OWNER:.____ Florida Gas Transmission LOCATION: 8701 Orange Av BUILDING SIZE: 1995 sq. ft. OCCUPANCY TYPE: Storage CONSTRUCTION TYPE: SBCCI. IV NFPA. FIRE PROTECTION: Automatic Sprinkler Yes __ No Occupancy Hazard N.F.P.A. #13_— PLAN NUMBER _____ /6142_.__.___ BUILDING DEPT. NO. 91_1502___ PHONE NUMBER— ________ PHONE NUMBER —- DATE RECEIVED 7-12-91. 7-15-91 NUMBER OF STORIES_ 1 BUILDING HEIGHT------------..... _ Requirements: 1. Provide a minimum of a 40BC rated fire extinguisher. CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS DATE-._7-L4 = _!J/_ _.. Va6l.N 4101 PRl 91-1502 Project Name: Florida Gas Transmission Architect: Gulf Interstate Engineering Co. ph: (713) 850-3400 Contractor: Southern Construction of Jacksonvilf%: (904) 730-3778 Owner: Florida Gas Transmission Company Ph: (407) 468-5998 Address: 8701 Orange Avenue, Ft. Pierce, Florida Occupancy Classification: J Type of Construction: m Height and Area: Q 9 r occupancy Requirements per Chapter IV: Construction Requirements: A. Fire Protection: B. Egress Requirements: Other Requirements: Elevators Sprinklers 6 Standpipes Combustible Materials - Interior Roof Coverings Light - Ventilation - Sanitation Handicap Requirements Plans sent to Fire Dept. - Date: 17- / Approved: Plot Plan Check Pater Energy Code Sewer Paving 6 Drainage approval by Engineering Dept. Special Conditions prior to issuance Threshold Affidavit/Before Issuance Affidavit g P y �vaMI6'uaiY.a.AYmt AaY eLS �+sL.15.1u.v CTil Rfur,�yY,,.Rrg,e It Crvu A'...MI'Gl. .9fifi5 �vr&fx r&'t e� 1.. mf r y s.' 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WELD TO WS01 _INDER SUPP MK CS 201 C ALE: 1 "=1'-0" )w RCCCGR- .n 1 -PL Ye x 2 x 0'-5' (TYP. 4 PLACES) —PL3/sx51/2xO'-8" TYP. N.S & F.S. LEVEL SCREWS :D BY MANUFACTURER SEE THIS DWG. _ u 1' x OY s x 4'-31/4" REQ'D.I FLG. OR WEB SCALE 1"=1' NOTE: SEE PIPING FOR-'4 CLAMP LOCATIONS. A of N.T.S. I `-4 L3x3x1/4 (PS 509-1 ONLY) I MISC. PIPE SUPPORTS OTY. 1PE MEMBER T.O.STEEL A SUPPORT SIZE ELEV. .' PIPING REF. 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POLYETHYLENE VAPOR BARRIER �pj W5`5 ig, k"i AM, I flml wo N A ,I, ilI r-5611, ILA -2004 A/B/ E imp A*M� PLAN @ COOLER rQN SCALE: *7=1'-0' ONE REOV�! 10 IN Yi e-* i kt N3 1 WZ�� unp A, in, 1A v -gif I" gp�%gp X , gc� n xk� & all 'A PREPARED BY GUIF INTERSTATE ENGINEERM % , ON p AV '�V g - At 5 W Flor*da Gas Transm*ss*on Company �11A W� 11 '111 4 Nr _��j Houston, Texos N4 — 'ar, 1 � w low ww,: wa, omw MIMI— WO�R' 7L �'M tj FLORIDA GAS TRANSMISSION C M FIXu�- �11" PHASE 11 EXPANSION . . . . . . AK COMPRESSOR STATION # 35i' Y,' LUBE OIL & COOLER AREA PIPING COOLER AREA FOUNDATIONS FT. PIERCE, FLORIDA FDN. LOC. PLAN EMM3039WA JIM REFERENCE DRAWINGS J N/14/�' /proje, ts/ enr z U / " I 2 2 RK xx.. I.,,"o L. _ L._..r_ `.._ I i 1 8 6) 1 I — 4-WO ANCHOR BOLTS MK AB 522-601G DET. THIS SHT. �4'"fit4 �• n�aTd'.' f,'b. k p — � 6"0 PVC PIPE SLEEVE �s DWG. - PLAN ®AIR RELIEVER (V- ,°., : � � ° ' " 'fin• >e AREA AROUND EACH FOUNDATION MUST BE THOROUGHLY PROBED FOR=' e UNDERGROUND INTERFERENCES BEFORE STARTING ANY EXCAVATION."g; — 2-p4 REBAR W W/ HOOK 0 6• ;s �' 6\vt^�^J•a]i3�61 w •� SCALE 1h��1j—f ONE 1 LIST O MATERIALS s v ti # v r� �'• � MIMI DESCRIPTION i ry ,J CONCRETE 3000 PSI � ANCHOR :1 tv % " .j"t a mk f,5n^vg�,n tR A u+� "A�:. P�i yytx ;�.�YI: k4� ,_�3'yx?•1' '�,� .1 }ti'@y'� � , ¢ t } 4 EMBE { � �'�? �� � k � g ��� � # � t :y�* ° V `�* . x'f,,.s '. e s.- a i�`.°, s.�� �S® q, SEE ��{ �{� Ana s � w ,� T l � t� .'� , ,. .. � � r a F+F d� � •� i � �' n � �.] • wpj k � #��1 tl�i Fa ` 1 �" rs"� � W ��ZAI tl{� t R. h j 11 i • BELL REDUCER r�)t FILTER OUTLET (i400) 4"0 SCH. 40 P.V.C. PIPE (7'-0- FOR SLEEVE) <x.. v g '. FOUNDATION • 1 1• A.F I CON ALL REBAR, TO BE TAGGED WITH PREFIX 522 1. FOR GENERAL — BY DATE + DPMN A.F. 2-57_91 —�- — AS BUTT MLM -- -- �� � a6kim �• NUT; ��. a" WILSON ANCHOR BOLT SLEECE OR EQUAL TYPE A (11 REO'D.) 2.0 x 0'-7• LG. Florida Gas Transmission Company Houston, Texas _ FLORIDA GAS TRANSMISSION COMPANY GAS PIPELINE PHASE II EXPANSION � GROUP COMPRESSOR STATION #20 STARTING AIR TANK FOUNDATION FT. PIERCE, FLORIDA DR, NG „UMBER 120.10.522C /projects/enren/488-3/c1vi1/201t��2c.DWG JUN/13�91 pm a v^ i OR"WW" NUMKR 120.10.524C ne91 I 'k BOLT 1 i �� `k . " REBAR UP:RT (ONE EA. CORNER) FOUND I. 2 PW ON (+1"i+1 BeFS:,i ,4.. M dv . ME D°b°�%�y.,�.FPt� ,.,. w { 1— • r xx xz f� 1Xl • 4 K "G-V ANCHOR BOLTS ON 'E" BOLT CIRCLE m FOUNDATION m - / \ & FOUNDATION THIS DWG. v z � #'6" REBAR o (ONE EA. CORNER) -, 2" _y i CLR mn cz)—tsee scneo oelow,l__ i �F SCALE: NONE � " Nx �g� W ELECTRICAL SUPPORT FDN. SCHEDULE (REF. DWG. 35.507C) SUPPORT PIPE DIMENSIONS OR NUMBER REQUIRED .M CU. YDS. OTY. FDN. NO. SIZE MEMBER ANCHOR DIA. A B C D E F G BOLT CONC. ES-532-1 12" 6" V-6' V-6' 3'-6" 4 8 'NwO .29 REMARKS 2' REMARKS SEE DWG. A 25-5000 A .,., ;PIPE SUPPOFOUNDATION w , r aTT€ 4-W ANCHOR BOLTS ON 'E' BOLT CIRCLE (MK AB-502G) PIPE SUPPORT k FOUNDATION SEE 25= ,, ., . , y , ,� gyp} 4.r , ., F ,. . < . M•, ,. -�0.�ixml1 Ellia 1 1 ■ ® /• �r 1 / r a' �'+Y�'+t} � a, wry b li f� "�"*{'�" ,(�� IyI ��-®®--■ !-fir 58E 5G-IEDUL�. LIST OF MATERIALS ITEM OTY, UNIT DESCRIPTION REMARKS 1 2.5 YDS CONCRETE / 4000 PSI 2 * EA. '/i DIA. ANCHOR BOLTS MK AB-401 (• SEE SCHEDULE) 3 * LOT 'h" DIA. (NO. 4) REINFORCING BAR (' SEE SCHEDULE) ALL REBAR, k BOLTS TO BE TAGGED WITH PREFIX i FOR GENERAL NOTES, SEE DWG, 120.10.502C. 2. WORK THIS DWG. WITH PIPING PLAN DWG. 120.25.515( Florida Cos ` rasmission Company Houston, Texos FLORIDA GAS TRANSMISSION COMPANY PHASE II EXPANSION COMPRESSOR STATION #20 PIPE SUPPORT FDNS. FT. PIERCE, FLORIDA PREPARED BY GULF INTERSTATE ENGINEERING ENIMN GAS PIPELINE GROUP 120.10.532C 4 _. _ _ _ _ _.., a i w .. 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F rDa ar, tas'a y^� w � r to Fr xw r >a wpa, S Sfiik A �r5�,u`tf ^�t ;. `F� �� �e '�„�' r1£Iq it i�� �1 rtfiu� � d"A��'`�+"�� �"��`S xYP� ` �n� �-'�S3✓ {'*x'.' `�'t��A � $�'#% yr`4,'� o t"ax w, rtwdw 7F's A`'5.4w'h''Tjk*"'.{ r'tt✓ a r`y! i'x ♦+ : `' a n s "r v lw , d a t; A.F. W.K. jP'D BY DATE CHK'D LIST OF MATERIALS ITEM OTY. UNIT DESCRIPTION REMARKS 1 YDS CONCRETE / 4000 PSI 2 4 EA. '/z ANCHOR BOLTS MK AB-801 3 ONE LOT -'e" DIA. (NO. 3) REINFORCING BAR 4 ONE LOT '/x" DIA. (N0. 4) REINFORCING BAR 5 ONE LOT WWF 4 x 4— W1.4 x W1.4 welded wire fabric 6 ONE LOT 1/2- x 4" EXPAN JT. MAT 7 ONE LOT '/z" x 8" EXPAN JT. MAT TYPICAL CURBING DETAILS ''' b6'/4-ji 1"-1•-O• PREPARED BY GULF INTERSTATE ENGINEERING cAOD DwD. No. 2050502C WED NUMBER BY DATE S20027 Florida Gas Transmission Company P.L. OR STA. ACCOUNT NUMBER Houston, Texos ENIK�N CONSTRUCTION FLORIDA GAS TRANSMISSION COMPANY GAS PIPELINE BY DATE DES, PHASE II EXPANSION GROUP DRAWN SEH 3 a s1 COMPRESSOR STATION #20 AS BUILT ROADS & GRATING DETAILS NI WLM FT. PIERCE, FLORIDA Fl oRAwe+c NUMBER 120.50.502C SCALE - /projects/enr(;ni-188-3/civil/2050502c.DWG JUN/12/91 07:20am show- '' Q (P T IZ• c) 12-o I` _S 9 Z-11 3.1012 4-o ',L-b Z-P 4-0 4-0 `L-p 2 O 3-Ioiz 2II 3 0 (- " I � I J p I I I I I I W -O -�J 0 p I 0 d t1' LD i �° `1_ I I JI I (f__ ExIs-('ING COLU"W I EXIST. E3L0G. — -- _ _,cO --- ._ I 0 t t _ 3-�ott 4•o Z-o Z- 4-a 4-4 12-0 12-4 3"1-2 D 155UeD GDR CONSTRUC710N `JK y�l A I SSU�t7 �aR APPRoY AL 3'ql NO. REVISIONS BY I DATE I r SPECIFICATIONS The design shall be in accordance with the Southern Building Code, Inland Region and applicable crane loads, with combinations applied as recommended by the MBMA, latest edition. Existing steel sizes will be matched as closely as possible when extending the buildings. After fabrication, all steel shall be cleaned and given one (1) shop coat red oxide primer. The Addition shall be rigid frame, purlin and girt type construction fabricated from ASTM A36 hot - rolled structural shapes designed in accordance with applicable sections relating to design requirements and allowable stresses in the latest edition of the'AISC Specification for the Design, Fabrication and Erection of Structural Steel for Buildings.' The roof and walls shall be covered with 'Eternit' Fiber Reinforced Cement panels. Appropriate structural steel flashing shall be provided at the door and window openings as required. Aluminum gutters and downspouts shall be provided to match the existing as closely as possible. Lead flashing shall be provided at the gables and eaves. Three (3) - bay extensions (12'-04, 12'-0', 12'-5'). ACCESSORIES AO 30 linear feet of 12" throat ridge vents, Swartwout Model HV12, with birdscreen (or equal). © Two (2) - 3070G2 aluminum exterior doors, factory glazed with plexiglass and furnished with panic hardware (Von Duprin Type 880 TP) or equal. © One (1) Lot - wall lights to match existing lights. (�D Eleven (11) - Aluminum CPO windows to match existing as closely as possible. OE One (1) - 10' wide X 14' high roll -up door, Model SC manufactured by Ceco/Windsor, chain operated and prime painted only. OF One (1) Lot - crane beams for existing 10-ton crane. OG Framed Openings - two (2) 16' diameter and one (1) 8' diameter. Relocate the following: Steel for one (1) endwall and CPO windows as required. STANDARD INDUSTRIAL STRUCTURES CORPORATION 2901 WILCREST DRIVE, SUITE 339 HOUSTON, TEXAS 77042 (713) 781-7400 Q- 0 re k 0 I<( 6110 4 0 Dr' T. CA -------- - -_ _ — ---------- --- --_. _ _---------ter ii ELF--k'-oSS SECTIah•l H PURLIKIS - -A Co II/ONE ROW ('L SACS RODS SIDEWALL GIRTS- CG-KG-1 t'''1/C)NE V,.QW 'Lv SAG RoQS (~NDWNLL Gip_TS - IZELoCATE0 Flttot'1 r--K1s-rIWC* RSQILCPIWG �AVE STRUTS - C.Sx CAM L'Sx 3X14 G.UNwa,Y �ET�ctS - SISx 42.9 THIS DRAWING IS THE PROPERTY OF I-L0t= iK PLAM I- NALE= C-0-osS SECTION STANDARD INDUSTRIAL STRUCTURES Co M P RE S S o R S U I L D I N G la wr E N SI o N CORPORATION HOUSTON. TEXAS (SIS CORP ' U LF I WTEK:j TP\TF E Q K (DiKO and is loaned with the understanding that 1— S rATIC1N Z d PT, I I R C*E r" L.O �I C% Ei It will not be copied or reproduced or used for any purpose other than for which it SCALE DRAWN CHECKED APPR'O. SHEET NO. JOB NOj REV. was originally intended. '�. ^ I O �y, jDATES j--�-� V I ro w z! 40 IS5U 2 ;)2 co O(;L KP !`I � t i"� ! � ' �— r � , F ; 111 1 't- P• 3 =� i .-_—_""�„' , x — —, t., I :,: 'T �' �$�:•I '',# 1 `'�E" lkftj'it ` t s r . a 4t_I , 1 e. s 1...3•— r ._— '�• — s'e __a r arir ,1'� _—_— #i,}-.a. ,yS '?'y. e. it I ! I I } ! •7_ -- — COL UIriN LIN�Lev�tT►c3I.1 CpL_Uri N_LIatE: r Q i f' II' I I,, v t- „ 1-4 1- r S p I T4 4 1 � II J v t'- m WINLL PKVII-L 066R L E hF --- Irj - Doop- l.6AF Wr-\LL. I'FiwEL Heap k1KLL PI`\►JrL _-`jt— Wmr,aw W I hl D o ki—�_------- rr a a WALL PIWIPE-L 7 ILL SILL 'Lk MDoolz SECTIoF•IS INDoW SEC..T1oN.S � THIS DRAWING IS THE PROPERTY OF STANDARD INDU 'RIA STRUCTURES 1- STANDARD INDUSTRIAL STRUCTURES CORPORATION \ COR RAT N FIOUSTON, TEXAS �� COR i(' U L F I Q TE F �T[� � E KJ� O kj ) CT I ON � �•� I and is loaned with the understanding that f..r !R /// 1 � it will not be copied or reproduced or used �Mr.I a N �—`j, 1 L I^" �'�I for any purpose other than for Which it S- ALE DRAWN CHECKED APPR'D. SHEET NO. JOB'NO. hEV. 2901 WILCREST DRIVE, SUITE 339 HOUSTDN, TEXAS 77042 (713) 781-7400 was originally intended. �,_ REVISIONS BY DATE Dotes ra 8 caF 2 � 0 1 - it I I �� — . i I %�i V/ ,,, 10 YI � I.I I� I oLU M N LIICIE l- IIWDOkl S P ELncP,-rI*c5 Itr`-1 Fn T 1©N C°� --- .--- - - CN1)klP\LL OF �)eIS.TMG P,UILDIWG In._r, I� .F o-II E. �%N C.HOR �GI.T SET iING PLF�hJ NOTE. SLAB MUST BE :SQUARE AND LEVEL. ANCHOR 'BOLTS, SHIM$, AND ANY' OTHER EMBEDDED ITEMSTO BE BY OTHERS, _® L ILam me PPWav fiL REVISIONS BASE ANGLE AND ACCESSORIES REQUIRING .ANCHOR BOLTS TO BE ANCHORED WITH 1/2"4 KWIK BOLTS SUPPLIED BY SIS CORP. AND INSTALLED BY BUILDING ERECTOR. mkm Sim U C EA ! A (r� 0 r- t I De-rh,IL 'I' NOTE: ALL STEEL ELEVATIONS FROM THIS ELEVATION. ANCHOR BOLT SCHEDULE SYMB. OTY. DESCRIPTION THRD. PROJ. 34 34 rtrt�W ANCHOR BOLTS 3 3 STANDARD INDUSTRIAL STRUCTURES CORPORATION 2901 WILCREST DRIVE, SUITE 339 F-IOUSTON, TEXAS 77042 (713) 781-7400 2 T _ r I I•- b SF�CTIoh..i aA M. 4' 4 SEcTI c�N_--� THIS DRAWING IS THE PROPERTY OF STANDARD INDUSTRIAL STRUCTURES CORPORATION HOUSTON, TEXAS and is loaned with the understanding that it will not be copied or reproduced or used for any purpose other than for which it was originally Intended. COLUMN REACTIONS LOAD CONDITION HA HE VA V E vsAv +. LIVE a.jwy. 12.2 12.r1 O tr�t/ -1 I�I�i/ ��• 1 •6.5 V1� - I7• o3l p&AO4-VANS Ltwa 44141 IUS%I r/Uv +CKANE.* 6WtNr7 1-042IC5,0111096 5.9 NOTES: 1) LOADS IN KIPS 2) POSITIVE IN DIRECTION OF ARROWS 3) COLUMN REACTIONS COMPUTED FROM LIVE LOAD 20 PSF WIND LOAD 100 MPH CRANE SIZE 10 TON U-VA. h y 5 4'z 0 0 ct '^ Sc c'TtotJ C K"C-HoR. Rao LT SET"'rIwG PLP%W C.o"PPLES%S4R F,UILbINC., �?CTEhaSIOF.I GULF 1NTEKSTATE <� Ektf 00 STATiOM- 120 FT. P I c RCE mj SCALE DRAWN CHECKED APPR-D. SHEET NO. JOB NO. I REV. � O DATES q.ql F1 of I `OZ � ,y '�.n Y . '' I,; � I I �,S•���'"�. '1��"d r. 1. 14 FiN EXIST. 18*0 DISCHARGE GULF INIE APPROVED Houston, Texos FLORDIA GAS TRANSMISSION COMPANY ''n, 1. I a. a ( rr Y 9 x a I t...or+a•. r, ^u"a::`5w rda.: ... ., � .'S'. ., .,n i , .�,�. ,. ,. - g. , . »r'°1n ,>..,.., . ,. a .•-� r y U _�_ . �, _ ,, • s� � to `�. � � 3. ..t r�"W r.. . , _. y e ba. I u S G"+S+f# Y Y.,.T ,! Lin 'kr-: „. J✓ Y r .. c. r •' J � v-.1 P .... n... .�.. .yy .. ,t R.. YYr re n k:. x a. .... .., y. � IIe�� ,. ,. r , r i.. .::.. ,_.. _ ♦.1 a.A. e. e 4 r.H. ^'} t t.v ., a n...r. e ... m. `3". h. , :.. v �'9€ -. :rv.>. , 1 . _ .. ni,. .� .!lr .t"'... „, ,.. pr ..'i; .. r.... v. 'Js.tn �.....: .. Y_.v by '! i � ... ....�. 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GULF INTERSTATE ENGINEERING � It .{. ,,a�/�•;.. , e'. �.- - . ,... , a..} 4 r,j a,0`.. ky, Y... Z e.P,k ) ,, `'II'ri"e , „ Yr"� � F'••;M i, x,1x A fY'vN� „"+ h ,., '. r% £!d .r "" ,wi -; .v i''``'h, .:'S w i . ' .. '• .'„ r'G!'^° {ys i rs .,. :."%,-a"a I :, kv �: , ,,, 4- ••r '. ,. #,4,a,d �:, {�' {..x � 5 .wtt .y 4 { r *` , x ,• $m x'y s Ya 3•, FLORDIA GA, TRANSMISSION COMPANY GAS PIPELINE PHASE 11 EXPANSION GROUP JUNCTION BOX & CONDUIT DETAILS COMPR[SSOR STATION #20 JUNCTION BOX & CONDUIT DETAILS ELECTRICAL POWER PLAN FT PIP-Qf-F F1 *91&4 Jt _ r y t , r 7 , E r i i t P S m �t. y 5 a Y e. AQ �..1 ,10 is to ..� �t n % .':. $. i� Kv- ... c... ...... _.. .. rt v� r u. a '1 ... ... s s.uE ... .n. .. .... .. 11 ..._ .. ..,,d �e ,, .. .. i.. v. ..". ,.6.x .,�,.,�k.. ,,., r_.�<'�v'�._. ax .., ,..,, .. ._.. ..f .... �, _. .._, ..� ._. t. a its n1cv. M.,.1 v.. 5 i=l /nrniant,z /nnrnn /dRR--� /oIo� /71',, ��� �aaiv }..'z,5.4.E'�'Po•A�.1^.*�.Pb45�vl�FraN15h-rv"-PSJdR v�!"�.r<s.W '..NPbArVm w�'RY 4.M iJb.�1.Yr�W 1:4utaW .qW .. ReVYLN35., r:.i.a tv, a.<:Jn Y. `n $�.t.e. y�y. 0 i M 1, STEEL PLATE R "FAST -STOP SLOW A CONTROL STATION VIBRATION MOUNT ON LEG SWITCH F 14 OF AIR COOLER COMPRESSOR BLD GRADE _wl- AUX. BLDG, NORTH WALL 5O 2le C MAIN 18 PANEL FIELD SUPPORT 1'D AUX. BLDG. STEEL STRUCTURE 18 1" C H 0 A 88 15 22 1" C 2 97 1r 64 TO SWITCH RACK II-1 - VIA "GUAM69" ON COMP, BLDG. WALL) \ 1• C O '• CO DETAIL 11--2 LUBE OIL HEATER CONNECTIONS NTS - TEMPERATURE SWITCH J14 21 3': C 1 14 32 73 34" C 1 97 21 14 FLOW T? FS SWITCH GRADE , i " „III I t: MARK QUAN SIZE 1 34" CONDUIT RIGID GALVA41C,G ljf_L 2 1" CONDUIT 1�IGID GALVANIZf0 rr 3 i'h" CONDUIT, RIGID GALVANIZE 1EE- 4 2w CONDUIT, RIGID GALVANIZs.i' 4TEF1 5 3'/2" CONDUIT`, RiGiD GALVANIZED „UP 6 347 CONDUIT COUPLING, RIGID (~g VAS' ,T0 S E'E_ 7 1 1" CONDUIT COUPLING. RIGID LAE.VAWii .rF;x 8 11/2" CONDUIT COUPLING, RIGID GALVANIZED rt ' 9 2" CONDUIT COUPLING, RIGID GALVAN,'I!--,Pl,;I I1 10 2'h" CONDUIT COUPLING RIGID GALVANi7r 5•SFf 14 34" CONDUIT UNION, RsGIU GALVANIZE" ST fl i f ii 15 1" CONDUIT UNION, RIGID GAil D 3 t L h 10N 30L CABLE 81 93 16 i'/i CONDUIT UNION, RIGID GALVANIZE) ST`E, C T' 17 2" CONDUIT UNION RIGID CALVANi/'D S E" C •a 4UNY-60 18 2'h CONDUIT UN1OP1, RIGID CALVANILED STEEL #UNt 705 ELBOW_ 90' SHORT RADIUS, Gil) GALVANIT`i' . 1 ` ELBOW 90' SHORT RADIUS, i A IL^ CTAl'VA 'TLC^ SiF�O CONDUIT SEAL, W! MALE%i ;NDS'4-ki S)R' HOP17- iNSO� ILLATION C-H #FY',-ZI6 CONDUIT SEAL�MAiF.fFEMAI_T END T RE (' u R . ; STALI A.TION C H #LYS S1G — - -- - COND UIT SEAL, W/ MALE/FEMALE ENDS VERT OR HOW-, IINSIALi_T'a4,'N C—H #1 06 19 1" 20 1-'h" 21 34" 222 3 ' 1 h" BASE W/ COVER 24 2" CONDUIT SEAL, W/ MALE/Frei ENDS VERT f,K ii0 iZ iNcIALL-A:CUN C H #FYS -65- REMOVED 25 7 ;T 2' i UA1 w M TF;iA P, s +G - t h" C oNou s AE a' 'Y 79 L L.NDs vE = 34 2 - 1 CONDUIT REDUCER C H j(RE 63 i" CO J L_ 35 _11h-34" CONDUIT REDUCER C-H i �o- AUX. BLDG. (FOR PB II-1) _ TO. PB II-2 (FOR PB II-1) {PB II-1 (FOR PB II-2) ISWITCHRACK II-1 (FOR PB II-2) - - - DETAIL II-3 NTS Pull BOXES II-2 & II-3 TS 36 2-1'h" CONDUIT REDUCER C-H #RE -65 - CONDUIT REa7UCER C-H V--67 37 3"-2'/i 38 1" CLOSE NIPPLE 39 2" CLOSE NIPPLE CLOSE NIPPLE CONDUIT PLUG SQUARE HFAU C-H fJPLG-25 CONDUIT P L i SQUARE, HEAD C-H #PLG-35 CONDUIT PLUG. SQUARE HEAD C H PLC-55 CONDUIT PLUG SQUARE HEAD C-HLC- 65 FLEXIBLE COUPLING, -_EX-PROOF „ iMAiEfFEtb1AI.L ENDS C H JECPLK 112— FLEXIBLE COUPLING, _EX -PROOF W/ MALF/FEMAF ENDS C H #ECLK 212 FLEXIBLE COUPLING, EX -PROOF W/ MALE/F01 Ei H-F.CLK 312 FLEXIBLE COUPLING, EX -PROOF W/ MALE/FEMALE ENDS C-H CLK-512 LBH CONDULET EX -PROOF C-H _LBH2O , � -- 40 2'h" 42 34" 43 1" 44 1'/z" 45 2" 47 '/z" x 12" 48 34" x 12" 49 1" x 12" 50 1'/i x 12" 51 34" 52 1 LBH CONDULET, EX PROOF C H f1_BH30 54 2" LBH CONDULET EX PROOF `; ITT BH60 55 2'h" LBH CONDULET EX -PROOF C F11BH70 56 1" GUAD CONDULET, _EX -PROOF C H #GUAD36 57 2" GUAM CONDULET, EX P ROOF C H '#GLIAM69 58 34" GUAL CONDULET, EN -PROOF C H #GUAL26 59 1. GUAL CONDULET, FX- PROOF C.—H ,#,GUAI-36 t' 61 1 2w GUAL CONDULET, EX -PROOF C-H #GI,A1-o9 62 2" GUAX CONDULET, EX -PROOF C-H #GUAX69 63 -4" GUAT CONDULET EX -PROOF C-H #GUAT26____ ' i 64 1" GUAT CONDULET, EX -PROOF C-H rGUAT36 65 1'/2" COAT CONDULET EX -Pi C -H #GUAT59 66 2" GUAT CONDULET, FX PROOF r H_gGUAT69 67 3'4" GUAX CONDULET, EX PROOF C-H #GUAX26 MOTOR 68 1" GUAX CONDULET, EX -PROOF C-H #GUrAX'7 69 i" MYERS HUB (ZINC) SCRU-TITLE #SL-3 15 22 74 70 11h" MYERS HUB („NC) SCRU -TITLE SST-3 71 2" MYERS Hi (ZINC) SC:Rk+-i ,#ST _6 72 3" MYERS HUB (ZINC) SCRU -T?TLE ST -8 49 ,' 73 34" ILBY CONDULE L, C H JLBY2 } -" 74 1" LBY CONDOLE L. C_ H j_B`f35 75 1'/2" LBY CONDULET, C H #l_B°f55 2 96 97 LOCAL CONTROL STATION 76 34" LBH CONDULET, G-H #LBIa2i7 74 74 ("START -STOP" ONLY 77 1" LBH CONDULET C-H #LBH3G FOR POST JACKET WATER 78 1'h" LBH CONDULET C-H tBW)ID _ PUMP) gg 79 2" LBH CONDULET C-H BH60 H 0 A 80 21/i LBH CONDULET C-H JL B117:1 ❑ 88 1 'tom 81 250MCM O Ca�T TOR, SINGLE, STi E [XUP) INSULATION dA V 90 C, TYPE Xi CROSS-,, IN'XF D C�` E1 15 a22 (FOR CONTINUATION. SFr owC_ 170.35.5950 NOTF�: 1) SPARED CONDUCTORS FROM STATION PANEL TERMINATE IN THIS PULL BOX. 2) FIELD TO TAPE & IDENTIFY SPARED CONDUCTORS. 2- 17 2' C TO GOV--2 L- - -- -J 1 I L - - TO GOV-' TO PB 1I-6 ,. j- - - -i TO PB II-3 DETAIL 11--8 PULL BOXES II-4 NTS IN �Yu •ol I I IN ;u •ol TO UNITS--- ---J I L------FTO SWITCH CONTROL PANEL RACK 11-1 DETAIL II-12 BATTERY CHARGER CONNECTION NTS 1 1 1 17 11' i bo ® 66 17 6415 i 4 ®® • 2 1' C i' C 1- C (FOR PB 11-6) 2' SEAL 22 24 GRADE FOR PB II-3 ONLY) GRADE BATTERY CHARGER I I ( GOV-1 (FOR PB 11-6) TO: (FOR PB II-3) f - - - - - i I L - � T0: UNIT CONTROL PANEL. {PB 11-4 (FOR PB II-6) I `(FOR PB II-3) L-----I'T0: PB 11-4 (FOR PB 11-3) i GOV-2 (FOR PB 11-6) DETAIL 11-9 GOPERATED VALVE LIMIT SWITCH & SOLENOID VALVE CONNECTIONS Lai ; AS 01 - (TYP. FOR ALL GAS OPERATED VALVES) I NTS imok woomim y Ar, Nam: USE EXISTING SPARED 225A T. CIRCUIT BREAKER AS MAIN r' BREAKER FOR SWITCHRACK 11-1 _. l�l):5�81 93 q OVERCURRENT PROTECTION. l;< TO SWITCHRACK II-1 3 /250 MCM & 1#1/0, 21/2" C 72 SECTION V SECTION IVI SECTION 1111 SECTION it MAIN BBjHDA QS BA�iR SECTION I U U U C� u METERING METERING (SEE GEN2 GENT jOTE) e B 225A CB 200A CB 200A CB LIGHTING PANEL MAIN T E R M I N A L S L 0 C K S SWITCH RACK II-1 MAIN CIRCUIT BREAKER CONNECTION NTS 120.35.503C ELECTRICAL POWER PLAN NO. REFERENCE DRAWINGS NO TRANSMITTER ELECTRONIC HOUSING DETAIL II-10 PULL BOXES II-3 & II-6 NTS TO CONTROL PANEL DETAIL II-14 TRANSMITTER CONNECTIONS (TYP. FOR DPT-1, PT-1 & TE-8) RFvVIISION — DESCRIPTION PB II-5 (C—H JEJB4164-2) 2- I I I I I N 0 N m a N O O O O O SIGNAL FROM SDV— i & 5 TO STATION PANELBOARD DETAIL 11-11 PULL BOX II-5 NTS I �2') TO LIGHTING PANEL AT SWITCH RACK II-1 (WALL PENETRATION) L DETAIL II-15 VALVE STEM LUBRICATOR MOTOR NTS DWG. CHECKED STATUS BY DATE PREL'Y _.T BID .;L .I CONSTR. — PLOT DATE: B: CiA'F CHn n Arno CADDS DWC. BILL ; MARK OUAN SIZE (C f Oe,n r RU9 82 PULLBOX, EX -PROOF, 0- 7/f"�_ION Y # YPE21> 1" C 27084 P.L OR STA. ACCOUNT WWW1 CONSTRUCTION By GATE DESIGN KNP 4 3 DRAWN TL 4 3 AS O MT uCRRM MIC lM - PULLBOX EX-(-k001, 0 -1,+ L NEYLYPE2G BATTERY CHAR€,EP, 480VA;, SINGLE P3Ac„ ,C 13,A ifi1 ,'' BA ,c SUITABLE FOR 4 HOUR —BACKUP. EJB jUNr,TIGN BOX, EX -PROOF, DRILLS NP iAr.P SELECT SIMIC'H, MAINTAINED CONTAC FA`Lt S1 Lt3; MAiRXEDa FiAND-OFF-AU70"_' C-H I E D C31273 - PUSH BUTTON STATION FACTORY SEALED A-S, + :UP ' i '-RONT OPERAIFO. TO BE MARKED -STAR! ` TOP c H, PUSH BUTTON STATION T-jI FE 4/W FAI ;Rf SEALED COVERS, PILOT L4= N `, ,,i= I x d ; ,r 3,, `,i° =..,Id,jOS 1N 0 _ C-H f_0SC31H(THREE CAW IAA r;4 t fF'), >C_4,., J .YI> PILOT LIGHT, RED -FAST AMBER -`LOW), [6479 AN T }3i .WI t41 _ OVAC, F:.",(7_ STROBF E(410RF, RED WARNWUFNIZ, ` ;'C< '21' W GUARD, C H # EVBS- 2 =r/"2o CONDUCTOR. SINGLE, ST"RANC.���. ^Dx�. �L ?.,,L[ YT`I )i;+`h , O0. r IPK_u, - POLYETHYI i N[ (aI P) INSULATION JACKET MARKED S7AE AS ITEM 92 ABOVE)_ MARKED :SAMF AS ITEM 92 r `� WT D CONDUCTOR SINGLE, STRAW D KOOV, 75'C, UI_ OrD, TYPE THHN THWN ? -- fMARKED SAME. AS 110M. 95 ABOVE? (MARKE0 SAME AS ITEM 95 AHOY() _ BREAKER LOAD GENILR CJ ASS 1, DIV. GROUP C D. 2 GANG FOUR SINGLE POLE 20A BREAKER, C-H /CUSC3410-20 2AWG 1 0 6AWG 8AWG l0AWG 12AWG 20A iCiRCUiT TES: - --- 1) FIELD TO PROVIDE NECESSARY SUPPORT FOR ALL CONTROL STATIONS, ,UNCTION BOXES, PULL BOXES & CONDUIT AS PER RESIDENT ENGINEER. 2) CONDUIT ROUTING IS DIAGRAMMATIC IN NATURE; EXACT ROUTING SIOIUL BF D) f ,tMW', BY RESIDENT ENGINEER Cl?T TNT"ERSI E t.1AEE;21NG "ureamaamc,sim: +emw .-n ixwn FLORIDA GAS TRANSMISSION COMPANY ;'"s'. 'CIE PHASE II EXPANSION s f,y4 COMPRESSOR STATION #20 JUNCTION BOX & CONDUIT DETAILS FT. PIERCE, FLORIDA R 1e00 z /�i�_ '-���I�✓ n is /n Iz 77777= 1