LOCATION MAP JACKSONVILLE, FLORIDA Deerwood Park Blvd. South Jacksonville, Florida Certificate of Authorization No.

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Kathryn Oliver
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St. Johns Rd. Kernan Blvd. JCKSONVILLE PORT UTHORITY DMES POINT MRINE TERMINL CRUISE Eastport Rd. CSX Broward River S 05 Reddie Point CP Chaseville Johns River TRNSPORTTION 09 Eastport Rd.

Drummond Point VICKS ISLND New Berlin Dames Point CP 9 Jct. Cedar Swamp LITTLE MRSH ISLND Dames Point St. Johns Bluff 3 Beacon NEW Hills 7 CSTLE REED 9 ISLND ISLND 50 FORT CROLINE Ft. Caroline Rd.

1 St. Johns Rd. Kernan Blvd. JCKSONVILLE PORT UTHORITY DMES POINT MRINE TERMINL CRUISE Eastport Rd. CSX Broward River S 05 Reddie Point CP Chaseville Johns River TRNSPORTTION 09 Eastport Rd. Quinlan JCKSONVILLE UNIVERSITY Floral Bluff Eggleston Heights rlington rlington Rd. EXCHNGE IS. 0 University Blvd. Dunn Cr. Eastport Heckscher Dr. Drummond Point VICKS ISLND New Berlin Dames Point CP 9 Jct. Cedar Swamp LITTLE MRSH ISLND Dames Point St. Johns Bluff 3 Beacon NEW Hills 7 CSTLE REED 9 ISLND ISLND 50 FORT CROLINE Ft. Caroline Rd. NTIONL PULINE 8 MEMORIL ISLND 5 33 Newcastle 3 Mitchel Bluff 0 Buckhorn Bluff 7 North Shore Jct. PELOTES 3 ISLND BROWNS North IS. Shore Ft. Caroline Rd. Mill Cove Cosmo CP CP Red Bay Br. lta Dr. QURNTINE IS. 5 Terrap Gilmore 6 Merrill Rd. S 3 Strawberry Cr. New Berlin Rd. LLIGTOR ISLND St. Johns River BLOUNT ISLND 9 30 LE BRON ISLND Back R. Dames Point Cut Off nes Cr. Browns Cr. Monument Rd. Holly 7 8 Oaks Clapboard Cr. 39 tlantic Blvd. Estates CRIG 8 MUN 95 IRPORT 7 Cathy Rd 5 Fitzpatrick Cr. Cedar 6 S0 S03 Wonderwood Dr. JP CONTRCT NO. C-6 PROJECT LOCTION 9 INDEX OF PLNS SHEET NO. S00 SD0 S0 S03 S0 S0 S0 S03 S0 S0 S0 S50 N SHEET DESCRIPTION KEY SHEET RMP DEMOLITION PLN STRUCTURL GENERL NOTES STRUCTURL ISOMETRIC - STRUCTURL ISOMETRIC - FOUNDTION PLN RMP FRMING PLN - LOWER RMP FRMING PLN - INTERMEDITE RMP FRMING PLN - UPPER FRMING ELEVTIONS - FRMING ELEVTIONS - FRMING ELEVTIONS - 3 FRMING ELEVTIONS - STRUCTURL SECTIONS FOUNDTION SECTIONS & DETILS SECTIONS ND DETILS FRMING SECTIONS & DETILS VICINITY MP JCKSONVILLE, FLORID LOCTION MP JCKSONVILLE, FLORID E- - E-6 ELECTRICL PLNS (See Index on Sheet E-) DTE DESCRIPTION BY PVD CHECKED BY: JDC PPROVED BY: REP 078 Deerwood Park Blvd. South Jacksonville, Florida Certificate of uthorization No. 560 Engineer of Record: Richard E. Peters, P.E. No.: JCKSONVILLE PORT UTHORITY DMES POINT MRINE TERMINL CRUISE KEY SHEET SHEET DTE CONTRCT NO. S00 JULY 08 C-6 ColeJ 7/3/08 :3:5 M X:\P\ JXPORT GEC 05\ DPMT Cruise Terminal Gangway Final Design\D. - CDD Files\KEYSRD0.DGN

2 TERMINL BUILDING RMP COLUMNS TO REMIN, TYP REMOVE GURD RIL 6'- GURD RIL INFILL TO MTCH GURD RIL TO REMIN RMP TO REMIN ' - 8" REMOVE FOUNDTIONS, TYP (X) 078 Deerwood Park Blvd. South Fax ' - FV 8' - REMOVE STIR TO GRDE OF UNDERGROUND " RCP (T/PIPE -3.5') RMP TO GNGWY TO REMIN REMOVE ELEVTED RMPS ND STRUCTURE. REMOVE CONCRETE BCKFILL ROUND BSE OF COLUMNS ND CUT COLUMNS MIN " BELOW TOP OF CONCRETE, OR REMOVE COLUMNS TO BOTTOM OF BSE PL. BCKFILL W/ CONCRETE. INLET DRINGE STRUCTURE (INVERT -7.95') OF CONC. CRNE RIL BEM CONCRETE CRNE RIL BEM (-.75') RMP DEMOLITION PLN SD0 SCLE: /" = '- 0 8 SCLE: /" = '- TERMINL BUILDING RMP TO REMIN RMP TO GNGWY TO REMIN REMOVE STIR TO GRDE CONCRETE CRNE RIL BEM (-.75') REMOVE ELEVTED RMPS & STRUCTURE RMP DEMOLITION 3D PERSPECTIVE SD0 SCLE: RMP DEMOLITION PLN SD0 7/0/08 7:09:0 PM

3 SYMBOLS & BBREVITIONS B NCHOR BOLT DJ DJCENT FF BOVE FINISH FLOOR B/ BOTTOM OF BC BOTTOM CHORD BLDG BUILDING BM BEM BOTT BOTTOM BRG BERING BTW BETWEEN CCJ CONTRCTION CONTROL JOINT CFMF COLD FORMED METL FRMING CL CENTER LINE CLR CLER CMU CONCRETE MSONRY UNIT COL COLUMN CONC CONCRETE CONT CONTINUOUS D DEEP DET DETIL DI DIMETER E ELECTRICL E ECH EJ EXPNSION JOINT EL ELEVTION EMBED EMBEDMENT EOD EDGE OF DECK EP EMBEDDED PLTE EPS EXPNSIVE POLYSTYRENE GEOFOM UL UIP UIPMENT EXIST EXP EXPNSION EXT EXTERIOR FDN FOUNDTION FTG FOOTING FV FIELD VERIFY GLV GLVNIZED GR GRDE IW IN CCORDNCE WITH IF INSIDE FCE INT INTERIOR JT JOINT KSI KIPS PER SQURE INCH LLH LONG LEG HORIZONTL LLV LONG LEG VERTICL LOC LOCTION LSV LONG SIDE VERTICL M MECHNICL MX MXIMUM MC MOMENT CONNECTION MFR MNUFCTURER MIN MINIMUM MSL MEN SE LEVEL OE OR PPROVED UL OC ON CENTER OF OUTSIDE FCE OH OPPOSITE HND PF POWDER CTUTED FSTENER PL PLTE PSF POUNDS PER SQURE FOOT PSI POUNDS PER SQURE INCH R RDIUS REINF REINFORCEMENT SIM SIMILR SLV SHORT LEG VERTICL STD STNDRD STL STEEL T&B TOP ND BOTTOM T/ TOP OF TH THICK TRNS TRNSVERSE TYP TYPICL UNO UNLESS NOTED OTHERWISE FOUNDTIONS:. FOUNDTIONS SHLL BE IN CCORDNCE WITH GEOTECHNICL RECOMMENDTIONS FROM CSI GEO, INC PROJECT NO , JXPORT 75B-PO399, DTED 5/3/08.. LLOWBLE SOIL BERING PRESSURE = 500 PSF 3. FOUNDTIONS ON THE RELIEVING PLTFORM RE DESIGNED FOR MXIMUM BERING PRESSURE OF 500 PSF. CONCRETE:. LL CONCRETE SHLL BE DESIGNED PER CI LL CONCRETE SHLL BE DESIGNED BY N PPROVED LBORTORY, ND THE DESIGN MIX SHLL SUBMITTED TO THE RCHITECT/ENGINEER FOR REVIEW, ND OBTIN PPROVL PRIOR TO USE. LOCTION NORML WEIGHT CONCRETE FOUNDTIONS SLB ON GRDE ELEVTED COMPOSITE DECK LL OTHER CONCRETE 8 DYS 3000 PSI 3000 PSI 000 PSI 3000 PSI 3. NO PIPES OR DUCTS SHLL BE PLCED IN STRUCTURL CONCRETE UNLESS SPECIFICLLY DETILED. SEE RCHITECTURL ND MECHNICL DRWINGS FOR LOCTION OF SLEEVES. MOULDS, FLOOR HINGES, ETC. TO BE CST INTO THE CONCRETE. REINFORCING STEEL:. REINFORCING STEEL SHLL BE DEFORMED BRS CONFORMING TO STM SPECIFICTION 65 GRDE 60. LL MESH REINFORCING SHLL CONFORM TO.S.T.M. SPECIFICTION 06.. SPLICES IN REINFORCING, WHERE PERMITTED, SHLL BE CLSS B TENSION LP SPLICES, U.N.O. 3. MINIMUM LP OF MESH REINFORCING SHLL BE ONE FULL MESH PLUS " OR 6", WHICHEVER IS GRETER.. UNLESS OTHERWISE SHOWN ON DRWINGS, MINIMUM COVER FOR REINFORCING SHLL BE S FOLLOWS: FOOTINGS 3" SLBS ON GRDE TOP THIRD STRUCTURL NOTES DESIGN CRITERI:. LL WORK TO CONFORM TO THE FOLLOWING: 07 FLORID BUILDING CODE - BUILDING, SIXTH EDITION SCE 7-0. LIVE LODS: WLKWYS ND RMPS 3. WIND DESIGN DT (SCE 7-0): ULTIMTE DESIGN WIND SPEED, Vult (3-SECOND GUST) NOMINL DESIGN WIND SPEED, Vasd (3-SECOND GUST) BUILDING RISK CTEGORY WIND EXPOSURE GENERL: 00 PSF 6 MPH 98 MPH II D. CONTRCTOR SHLL VERIFY LL DIMENSIONS ON JOB SITE WITH COMPLETE SET OF LTEST DRWINGS. NOTES ND DIMENSIONS SHLL BE CHECKED ND VERIFIED WITH RCHITECTURL ND STRUCTURL DRWINGS. NY DISCREPNCIES SHLL BE BROUGHT TO THE TTENTION OF THE RCHITECT/ENGINEER BEFORE COMMENCING WORK SO THT PROPER REMEDIL WORK CN BE EXECUTED.. UNLESS SPECIFICLLY DETILED ON THESE DRWINGS, CONTRCTOR SHLL FURNISH ND INSTLL DUTE SHORING, BRCING, ETC. RUIRED TO SFELY EXECUTE LL WORK ND SHLL BE FULLY RESPONSIBLE FOR THE SME. 3. DETILS ND CONDITIONS NOT SPECIFICLLY SHOWN SHLL BE CONSTRUCTED IN CCORDNCE WITH DETILS SHOWN FOR SIMILR CONDITION ND MTERIL. CONDITIONS:. THE CONSTRUCTION SHOWN ON THE DRWINGS WS OBTINED FROM DRWINGS BY W.. GRISWOLD, JR, PE, DTED 8/9/03. THE CONTRCTOR SHLL VERIFY LL CONDITIONS PRIOR TO PROCEEDING WITH WORK. CONTRCTOR SHLL NOTIFY RCHITECT / ENGINEER OF LL EXCEPTIONS TO SSUMED CONDITIONS.. LL REMOVL, CUTTING, DRILLING, ETC. OF CONSTRUCTION SHLL BE PERFORMED WITH GRET CRE IN ORDER TO NOT DMGE THE ND JEOPRDIZE THE INTEGRITY OF THE BUILDING TO REMIN. 078 Deerwood Park Blvd. South Fax HDG HORIZ HS HSS HT HOT DIPPED GLVNIZED HORIZONTL HEDED STUD NCHOR HOLLOW STEEL SECTION HEIGHT VERT VERTICL W WIDE W/ WITH WF WIDE FLNGE WP WORK POINT 5. LL REINFORCING SHLL BE HELD SECURELY IN POSITION WITH STNDRD CCESSORIES IN CONFORMNCE WITH CRSI MNUL OF STNDRD PRCTICE ND CI 53 DURING THE PLCING OF CONCRETE. 6. PROVIDE CORNER REINFORCING TO MTCH HORIZONTL REINFORCING T LL CORNERS OF CONTINUOUS FOOTINGS ND TIE BEMS. 7. LL HOOKS IN REINFORCING BRS SHLL BE N CI STNDRD HOOK, UNLESS NOTED OTHERWISE. 8. REINFORCING BRS CONFORMING TO STM 706 SHLL BE USED FOR BRS RUIRING WELDING. STRUCTURL STEEL:. STRUCTURL STEEL SHLL BE DESIGNED PER THE ISC , THIRTEENTH EDITION. WIDE FLNGE SHPES.S.T.M. 99, Fy = 50 KSI STEEL TUBES.S.T.M. 500, GRDE "C" Fy = 50 KSI STEEL PIPES.S.T.M. 500, GRDE "C" Fy = 6 KSI LL OTHER STEEL.S.T.M. 36, Fy = 36 KSI. LL BOLTS SHLL BE 3/"Ø (STM 35) UNLESS OTHERWISE NOTED. 3. LL NCHOR RODS SHLL BE STM F55 GRDE 36 UNLESS OTHERWISE NOTED. GNGWY NOTES:. GNGWY SHLL BE DESIGNED IN CCORDNCE WITH THE 07 FLORID BUILDING CODE.. WELDING SHLL CONFORM TO NSI/WS D.. 5. MINIMUM SIZE OF LL FILLET WELDS SHLL CONFORM TO TBLE J. OF ISC SPECIFICTIONS EVEN IF SHOWN OTHERWISE ON RCHITECTURL ND STRUCTURL DRWINGS.. GNGWY SHLL BE DESIGNED FOR UNIFORM LIVE LOD OF 00 PSF. 3. GNGWY SHLL BE FBRICTED FROM 606-T6 LUMINUM MTERIL. 6. FBRICTOR SHLL SUBMIT SHOP DRWINGS TO STRUCTURL ENGINEER FOR REVIEW PRIOR TO STRT OF FBRICTION. FBRICTION SHLL CONFORM TO ISC SPECIFICTIONS.. BREK LL EDGES BOVE DECK LEVEL. 5. HNDRIL, GURDS ND INFILL SHLL COMPLY WITH THE 07 FLORID BUILDING CODE CCESSIBILITY. 7. LL STRUCTURL STEEL ND METL DECK SHLL BE FIELD PINTED PER THE SPECIFICTIONS. 6. PIPE RIL SHLL HVE BRUSH FINISH FTER FBRICTION. 7. SUBMIT SHOP DRWINGS FOR PPROVL PRIOR TO FBRICTION. SHOP DRWINGS SHLL BE SIGNED ND SELED BY PROFESSIONL ENGINEER REGISTERED IN THE STTE OF FLORID. METL FLOOR DECK NOTES:. LL STEEL FLOOR DECK SHLL BE IN CONFORMNCE WITH THE LTEST EDITION OF THE STEEL DECK INSTITUTE (SDI). 8. BSIS OF DESIGN: BELLINGHM MRINE INDUSTRIES, INC. CNOPY NOTES:. CNOPY SHLL BE IN CCORDNCE WITH THE 07 FLORID BUILDING CODE.. LL STEEL FLOOR DECK SHLL BE GLVNIZED G LL FLOOR DECK SHLL BE TYPE.5C, 8 G THICKNESS, WITH MIN YIELD STRENGTH OF 0 KSI.. FLOOR DECK MINIMUM PROPERTIES: Ip = 0.79 in /ft, In = 0.8 in /ft, Sp = 0.30 in 3 /ft, Sn = 0.35 in 3 /ft.. STEEL POSTS, PURLINS ND HOOPS SHLL CONFORM TO STM 53 GRDE ND SHLL BE HOT DIP GLVNIZED. 3. BOLTS SHLL BE STINLESS STEEL ND CONFORM TO STM 307 ND 35.. SHDE FBRIC MTERIL SHLL MTCH ND SHLL HVE 0 YER WRRNTY GINST FDING, ROT, UV DETERIORTION, LOSS OF STRENGTH, COLOR CHNGE OR FULTY WORMNSHIP. 5. BSIS OF DESIGN: SHDE MERIC, ST. UGUSTINE, FLORID.. FLOOR SLB SHLL HVE N OVERLL NOMINL THICKNESS OF 3 /" FROM TOP OF CONCRETE TO BOTTOM OF METL DECK, UNO. REINFORCE W/ 6X6- W. X W.. 5. REINFORCING FOR SLB SHLL BE 3/" FROM TOP OF SLB. 6. LL FLOOR DECK SHLL BE FSTENED TO STEEL SUPPORTS T ENDS OF SHEET ND INTERMEDITE SUPPORTS. MIN BERING LENGTH = /." SUPPORT FSTENERS SHLL BE 5/8" DI PUDDLE WELD, WITH SPCING OF MX " OC. 7. DECKING SHLL HVE NESTED OR INTERLOCKING SIDE LPS. SIDE LPS SHLL BE FSTENED WITH #0 DRILL SCREWS T MX 36" OC. 8. LL DECKS SHLL RE DESIGNED FOR SINGLE SPNS. TWO OR MORE SPNS MY BE USED WHERE GEOMETRY LLOWS. 9. SEE SHEET S-50 FOR METL FLOOR DECK DETILS STRUCTURL GENERL NOTES S0 7/0/08 7:08:50 PM

4 NOTES:. PERSPECTIVE VIEWS RE PROVIDED FOR REFERENCE ONLY. NOT LL FRMING IS NECESSRILY VISIBLE IN VIEW. THESE VIEWS SHOULD NOT BE USED FOR BIDDING, DETILING, FBRICTION, OR ERECTION PURPOSES. PROPOSED RMPS ND PLTFORMS WHRF EDGE 078 Deerwood Park Blvd. South Fax UNDERGROUND CONCRETE PIPE RMP TO GNGWY CONC. CRNE RIL BEM NEW RMP TO LOWER PROPOSED PLTFORM PLTFORM RMPS TO BE DEMOLISHED 3D PERSPECTIVE - BUILDING SIDE S03 SCLE: STRUCTURL ISOMETRIC - S03 7/0/08 7:09:0 PM

5 NOTES:. PERSPECTIVE VIEWS RE PROVIDED FOR REFERENCE ONLY. NOT LL FRMING IS NECESSRILY VISIBLE IN VIEW. THESE VIEWS SHOULD NOT BE USED FOR BIDDING, DETILING, FBRICTION, OR ERECTION PURPOSES. 078 Deerwood Park Blvd. South Fax D STRUCTURL_VIEW S0 SCLE: STRUCTURL ISOMETRIC - 3D STRUCTURL_VIEW S0 SCLE: S0 7/0/08 7:09:03 PM

6 ' - " 3' - 7 /8" 3' - 7 /8" 8' - /" 8' - /" 8' - /" 8' - /" 8' - 7' - 3" 5' - /" " 8' - " 35' - 7" F E 9' - 3' - F5S EL.-8" HSS6X6X/ CL GNGWY HSS6X6X/ F EL.-8" HSS6X6X/ HSS6X6X/ F5 EL.-8" EXIST UG ELECTRICL, PROVIDE NOTCH IN B/FTG (" CLR OF CONDUIT) HSS6X6X/ HSS6X6X/ F5 EL.-8" HSS6X6X/ HSS6X6X/ F5 EL.-8" HSS6X6X/ HSS6X6X/ F5 EL.-8" HSS6X6X/ HSS6X6X/ ' - 7" (VIF) 3 F EL.-8" HSS6X6X/ HSS6X6X/ F EL.-8" TO EXIST WTER LINE 3' - TO EXIST COL HSS6X6X/ HSS6X6X/ '- (FV) ' - FV 3' - FV 6' - FV EXIST COL TO REMIN, TYP HSS6X6X/ HSS6X6X/ TERMINL BUILDING EXIST FTG TO REMIN TYP. CIP CONCRETE RMP 078 Deerwood Park Blvd. South Fax D 8' - ' - HSS6X6X/ HSS6X6X/ HSS6X6X/ HSS6X6X/ HSS6X6X/ HSS6X6X/ HSS6X6X/ HSS6X6X/ F0 EL.-8" HSS6X6X/ F0 EL.-8" HSS6X6X/ UP 3 INLET DRINGE STRUCTURE (INVERT -7.95') OF UNDERGROUND " RCP (T/PIPE -3.5') 6' - 0 /" EXIST INLET W TYP T D-E-F COMBINED FOOTINGS EXIST UG WTERLINE 0'- OF CONC. CRNE RIL BEM B F5 EL. HSS8X8X/ HSS8X8X/ EXIST CNOPY OVER WLKWY TO REMIN CONCRETE CRNE RIL BEM (-.75') 6' - 0 /" 6" OR 8" PIPE IN SPCE BETWEEN RELIEVING WHRF ND DECK (FV) F5 EL. HSS8X8X/ HSS8X8X/ 0'- WHRF 5' - 0 /" EDGE OF WHRF ST. JOHN'S RIVER FOUNDTION PLN S0 SCLE: /8" = ' SCLE: /8" = '- FOUNDTION PLN NOTES:. DRWING ELEVTION 0'- = 9'- MSL (NOMINL T/WHRF EL).. F INDICTES SPRED FOOTING TYPE. SEE PLN & SCHEDULE, THIS SHEET. FLG NOTES: CST TO EDGE OF STORM DRIN W/ /" EXP JOINT PROVIDE PVC PIPE SLEEVE WITH MINIMUM OF " GP LL ROUND 3 EXIST LIGHT POLE FOUNDTION SCHEDULE TYPE LENGTH WIDTH THICKNESS REINFORCEMENT " Foundation 5' - " 8' - 9/" " Slab 6 X 6 ' - " ' - " ' - PILSTER F ' - ' - " / 8", SEE SECTION 5-#5 LONG, 3-#5 SHORT T & B F5 ' - 5' - " / 8", SEE SECTION 8-#5 LONG, 3-#5 SHORT T & B F5S ' - 5' - 3 / 8", SEE SECTION 8-#5 LONG, -#5 SHORT T&B F0 3' - 0' - ' - - #5 LONG, # SHORT, CENTERED F5 5' - 5' - 3' - 6-#5 LONG, 7-#5 SHORT T & B FOUNDTION PLN S0 7/0/08 7:09:0 PM

3 5 6 7 8 9 0 8' - " 3' - 7 /8" 3' - 7 /8" 8' - /" 36' - /" 8' - /" 8' - 7' - 3" 5' - /" 5' - /" F E D 9' - 8' - " 8' - " S0 HSS0X6X5/6 HSS6XX5/6 HSS0X6X5/6 9' - 8" HSS0X6X5/6 T/STL EL 9'- /" S03

7 ' - " 3' - 7 /8" 3' - 7 /8" 8' - /" 36' - /" 8' - /" 8' - 7' - 3" 5' - /" 5' - /" F E D 9' - 8' - " 8' - " S0 HSS0X6X5/6 HSS6XX5/6 HSS0X6X5/6 9' - 8" HSS0X6X5/6 T/STL EL 9'- /" S03 HSS6XX5/6 HSS6XX5/6 S0 HSS0X6X5/6 HSS0X6X5/6 ' - " HSS0X6X5/6 HSS0X6X5/6 HSS0X6X5/6 HSS0X6X5/6 7' - " HSS6XX5/6 HSS6XX5/6 HSS0X6X5/6 HSS6XX5/6 HSS6XX5/6 HSS0X6X5/6 ' - 7" HSS6XX5/6 HSS6XX5/6 HSS6XX5/6 35' - 7" TO EXIST WTER LINE S0 HSS0X6X/ HSS0X6X5/6 ' - 8" ' - " HSS6XX5/6 (SLV) 0'- TERMINL BUILDING UP 3 INLET DRINGE STRUCTURE (INVERT -7.95') OF UNDERGROUND " RCP (T/PIPE -3.5') 078 Deerwood Park Blvd. South Fax ' - 9" ' - /" 5' - 5' - 5' - 6' - 0 /" S03 OF CONC. CRNE RIL BEM S0 CONCRETE CRNE RIL BEM (-.75') B 6' - 0 /" 3 S0 S0 0'- WHRF EDGE OF WHRF ST. JOHN'S RIVER RMP FRMING PLN - LOWER S0 SCLE: /8" = ' NOTES:. T/STL STRINGER IS +" FROM T/DECK. T/STL HSS 6X BEM IS (-) 7" FROM T/DECK, LNDINGS WHERE IT IS (-) 3/". 3. SEE SHEET FOR TYPICL CONNECTIONS.. PROVIDE CONTRCTION CONTROL JT'S T MX 5'- OC T RMPS, TYP. SEE FOR DETIL. SCLE: /8" = '- RMP FRMING PLN - LOWER S0 7/0/08 7:09:0 PM

8 ' - " 3' - 7 /8" 3' - 7 /8" 8' - /" 8' - /" 8' - /" 8' - /" 8' - " 8' - " F E D 9' - 8' - HSS0X6X5/6 ' - 9" 5' - ' - /" 5' - ' - 8" 7' - " HSS0X6X5/6 HSSX6X3/8 HSS0X6X5/6 HSS0X6X5/6 HSS0X6X5/6 HSS6XX5/6 HSS6XX5/6 ' - " S0 HSSX6X3/8 HSSX6X3/8 HSS6XX5/6 HSS6XX5/6 HSS0X6X5/6 HSS0X6X5/6 S03 HSS6XX5/6 HSS6XX5/6 S0 HSS0X6X5/6 HSS0X6X5/6 9' - 8" 7' - " HSS0X6X5/6 HSS0X6X5/6 HSS0X6X5/6 HSSX6X3/8 HSS0X6X5/6 HSS0X6X5/6 HSS0X6X5/6 HSS6XX5/6 HSS6XX5/6 HSS6XX5/6 HSS6XX5/6 HSS6XX5/6 HSS6XX5/6 DN UP HSS0X6X5/6 HSS0X6X5/6 NEW PLTFORM ' - 8" HSS0XX5/6 S0 HSS0X6X5/6 ' - 8" S03 PLTFORM TERMINL BUILDING 078 Deerwood Park Blvd. South Fax RMP FRMING PLN - INTERMEDITE S03 SCLE: /8" = ' NOTES: SCLE: /8" = '-. T/STL STRINGER IS +" FROM T/DECK. T/STL HSS 6X BEM IS (-) 7" FROM T/DECK, LNDINGS WHERE IT IS (-) 3/". 3. SEE SHEET FOR TYPICL CONNECTIONS.. PROVIDE CONTRCTION CONTROL JT'S T MX 5'- OC T RMPS, TYP. SEE FOR DETIL. FLG NOTES: CONTRCTOR SHLL DESIGN ND CONSTRUCT TEMPORRY CCESS STIR FROM LEVEL '-8". MODIFY HNDRIL TO MEET FBC ND OSH RUIREMENTS. STIRS SHLL BE REMOVED ND HNDRIL RESTORED FTER CONSTRUCTION. HSS 0X6X5/6 6' - ' - (VIF) HSS 6X6X5/6 HSS 0XX5/6 T/STL EL '-8" '-8" TSXX/ COLUMNS HSS 0XX5/6 HSS 0X6X5/6 ENLRGED CROSSOVER PLN S03 SCLE: /" = '- RMP FRMING PLN - INTERMEDITE S03 7/0/08 7:09:0 PM

9 ' - " 3' - 7 /8" 3' - 7 /8" 8' - /" 8' - /" 8' - /" 8' - /" 8' - " 8' - " F E D 9' - 8' - ' - 9" 5' - ' - /" 5' - ' - " CNOPY EXTENTS, TYP ' - 8" 7' - " 37' - " HSS0X6X5/6 HSS0X6X5/6 HSS6XX5/6 HSS6XX5/6 HSS6XX5/6 ' - TYP ' - TYP HSSX6X3/8 S0 HSSX6X3/8 HSSX6X3/8 HSS6XX5/6 HSS6XX5/6 HSS0X6X5/6 3' - 8" S03 HSS0X6X5/6 HSS6XX5/6 HSS6XX5/6 HSS0X6X5/6 S0 HSS0X6X5/6 HSS0X6X5/6 HSS6XX5/6 HSS6XX5/6 HSS0X6X5/6 3' - " HSS0X6X5/6 HSS6XX5/6 HSS6XX5/6 HSS0X6X5/6 HSS0X6X5/6 HSS0X6X5/6 9' - 8" HSS6XX5/6 HSS6XX5/6 DN HSS0X6X5/6 HSS0X6X5/6 HSS0X6X5/6 S0 F E D TERMINL BUILDING 078 Deerwood Park Blvd. South Fax CNOPY EXTENTS, TYP 6' - 0 /" HSSX6X3/8 HSSX6X3/8 S03 8' - " S0 DN B W0X39 ' - TYP B HSS6XX5/6 L6X6X5/6 L6X6X5/6 3/8" GUSSET () BOLTS PER NGLE 6' - 0 /" HSSX6X3/8 HSS0X6X5/6 HSSX6X3/8 39' - 3 S0 6' - 0 /" HSS6XX5/6 L6X6X5/6 L6X6X5/6 HSS6XX5/6 ' - TYP 3 S0 S0 W0X39 8' - " 8' - 6" L6X6X5/6 (TYP) L6X6X5/6 8' - " 8' - 6" 5 SX3.8 W/ C0X5.3 3/8" GUSSET 3 RMP FRMING PLN - UPPER MONORIL SUPPORT FRMING PLN RMP FRMING PLN - UPPER S0 SCLE: /8" = ' S0 SCLE: 3/6" = '- 0 8 NOTES:. T/STL STRINGER IS +" FROM T/DECK. T/STL HSS 6X BEM IS (-) 7" FROM T/DECK, LNDINGS WHERE IT IS (-) 3/". 3. SEE SHEET FOR TYPICL CONNECTIONS.. PROVIDE CONTRCTION CONTROL JT'S T MX 5'- OC T RMPS, TYP. SEE FOR DETIL. SCLE: /8" = '- SCLE: 3/6" = '- S0 7/0/08 7:09:05 PM

10 F E D B 9' - 8' - 6' - 0 /" 6' - 0 /" L0X0X3/ 9 SIM L6X6X5/6 MONORIL SUPPORT 53' - 8" 5' - " 6' - 0 /" L0X0X3/ B D E 8' - 9' - F MONORIL SUPPORT 53' - 8" 078 Deerwood Park Blvd. South Fax Level 5 37' - " SIM HSS0X6X5/6 LXX5/6 HSSX6X3/8 HSSX6X3/8 () L6X6X5/6 L8X8X/ MX. HT 39' - WP EL. 38' - 6/" MX. HT 39' - ' - 3" L8X8X/ HSSX6X3/8 L6X6X5/6 HSS6X6X/ HSS0X6X5/6 0 L6X6X5/6 HSS6X6X/ L6X6X5/6 5 HSS6X6X/ HSS8X8X/ () () L6X6X5/6 L6X6X5/6 HSS8X8X/ HSS8X8X/ L6X6X5/6 L6X6X5/6 7 HSS8X8X/ HSS6X6X/ HSS6XX5/6 HSS6X6X5/6 HSS6X6X/ HSS6XX5/6 HSS6X6X5/6 5 HSS6X6X/ L6X6X5/6 L6X6X5/6 () L6X6X5/6 L6X6X5/6 HSS6X6X5/6 HSS6X6X5/6 8 GRDE ' - 6" GRDE WP EL. ' - 6" GRDE ' - 6" 8" GRID FRMING ELEVTION S0 SCLE: 3/6" = '- 3 GRID FRMING ELEVTION S0 SCLE: 3/6" = '- FRMING ELEVTIONS SCLE: 3/6" = '- S0 7/0/08 7:09:05 PM

11 F E D D E F 8' - 9' - 9' - 8' - T/DECK HSS0X6X5/6 HSS0X6X5/6 LNDING 9' - 8" 078 Deerwood Park Blvd. South Fax HSS6X6X/ HSS6XX5/6 SLV HSS6X6X/ HSS6XX5/6 L6X6X5/6 HSS6X6X/ 7' - 6" 7' - 6" " HSS6X6X/ L6X6X5/6 L6X6X5/6 HSS0X6X5/6 HSS6X6X/ HSS0X6X5/6 HSS6X6X/ 3 5/6" ' - 8" HSS6XX5/6 L6X6X5/6 HSS0X6X5/6 L6X6X5/6 L6X6X5/6 7' - 0 9/6" L6X6X5/6 L6X6X5/6 L6X6X5/6 WP EL. 8" 6' - 0 /" GRDE GRDE GRID FRMING ELEVTION S0 SCLE: 3/6" = '- GRID 9 FRMING ELEVTION S0 SCLE: 3/6" = ' ' - " 3' - 7/8" 3' - 7/8" 8' - /" 8' - /" 8' - /" 8' - /" 8' - 8' - 7/8" 7' - 0 5/8" HSS6X6X/ HSS0X6X5/6 L6X6X5/6 7 L6X6X5/6 HSS6X6X/ HSSX6X3/8HSS0X6X5/6 HSS6X6X/ ' - 5 /" 5' - 6 3/8" HSS0X6X5/6 L8X8X/ L8X8X/ HSS6X6X/ HSS0X6X5/6 0' - 6 3/8" L8X8X/ HSS0X6X5/6 L8X8X/ HSS6X6X/ HSS0X6X5/6 ' - 05/8" HSS0X6X5/6 HSS6X6X/ HSS0X6X5/6 3' - 7/8" HSS0X6X5/6 WP ' - 7" 7 HSS6X6X/ HSS0X6X5/6 L6X6X5/6 HSS0X6X/ L6X6X5/6 HSS6X6X/ 8 LNDING 9' - 8" ' - 8" FRMING ELEVTIONS - WP EL. 8" WP EL. 8" 8 8 GRDE S0 GRID F FRMING ELEVTION S0 SCLE: 3/6" = '- 0 8 SCLE: 3/6" = '- 7/0/08 7:09:05 PM

12 ' - 3' - 8 /8" 3' - 7 /8" 8' - /" 8' - /" 8' - /" 8' - /" 8' - 7' - 3" 5' - /" 37' - " ' - " HSS6X6X/ " " HSS0X6X5/6 HSSXX/ HSSXX/ HSSXX/ HSS6X6X/ HSSX6X3/8 HSSX6X3/8 3' - 0 3/" 9' - 0 3/" 9' - 8" HSS6X6X/ 33' - 95/8" HSS0X6X5/6 HSS0X6X/ HSS0X6X5/6 L8X8X/ L8X8X/ 3' - 33/8" HSS6X6X/ HSS0X6X5/6 HSS0X6X5/6 L8X8X/ L8X8X/ HSS6X6X/ HSS0X6X5/6 7' - 33/8" HSS0X6X5/6 7' - 33/8" HSS6X6X/ 3' - /8" HSS0X6X5/6 HSS0X6X5/6 HSS6X6X/ HSS0X6X5/6 HSS6X6X5/6 HSS6X6X5/6 HSS0X6X5/6 HSS6X6X5/6 HSS6X6X/ 7 Level 5 37' - " LNDING 9' - 8" ' - 8" 078 Deerwood Park Blvd. South Fax HSSXX/ WP 8" L8X8X/ HSS0X6X5/6 L8X8X/ HSS0X6X5/6 HSS0X6X5/6 HSS0X6X5/6 HSS0X6X5/6 HSS6X6X/ GRDE GRID D FRMING ELEVTION S03 SCLE: /8" = ' ' - " 3' - 7 /8" 3' - 7 /8" 8' - /" 8' - /" 8' - /" 8' - /" 8' - 7' - 3" 5' - /" T/RMP 3' - 0 3/" 33' - 9 /" HSS6XX5/6 HSSX6X3/8 HSS0X6X5/6 3' - 3 3/8" 3' - /8" Level 5 37' - " HSS0X6X5/6 HSS6X6X/ HSS6X6X/ HSSX6X3/8 9' - 0 3/" 3 HSS6X6X/ L8X8X/ 8' - 9/" 8' - 9/" L8X8X/ HSS6X6X/ L8X8X/ HSS0X6X5/6 L8X8X/ HSS6X6X/ 7' - 3 3/8" 7' - 3 3/8" HSS6X6X/ 6' - /8" HSS0X6X5/6 6' - /8" HSS6X6X/ HSS6X6X/ ' - 5" 6" LNDING 9' - 8" ' - 8" WP 8" HSS0X6X5/6 HSS0X6X5/6 HSS0X6X/ 8 (OPP HND) GRDE FRMING ELEVTIONS - 3 GRID E FRMING ELEVTION S03 SCLE: /8" = ' SCLE: /8" = '- S03 7/0/08 7:09:06 PM

13 3 8' - " T/STL 39' Deerwood Park Blvd. South Fax MX. HT 39' - HSS0X6X5/6 38' - " WP EL. L6X6X5/6 HSS8X8X/ L6X6X5/6 HSS8X8X/ L6X6X5/6 L6X6X5/6 GRDE WP EL. ' - 6" GRID FRMING ELEVTION S0 SCLE: 3/6" = '- 07/9/8 Checker uthor Designer FRMING ELEVTIONS - S0 C:\_ctive Revit Projects\ _JXPORT Cruise Gangway_S_R7_dstaples.rvt 7/0/08 5:07: PM

14 F E D SEE PLN 9' - 8' - SEE PLN CNOPY STRUCTURE BY CNOPY MFR. 078 Deerwood Park Blvd. South Fax ' - CLR 3' - T/COL TYP LNDING HSS6X6X/ HSS6X6X/ S50 TYP HSS6X6X/ 7" EXCEPT T LNDING T/ LNDING T/ STEEL HSS6XX5/6 8' - ' - TYPICL RMP SECTION SCLE: /" = '- GNGWY COUNTER-SINK MRINE GRDE SCREWS BY GNGWY MFR. COORDINTE TP SIZE & LOCN W/ MFR. 0X6X3/8 HINGE NGLE W/ NON-SKID RIBS, BY GNGWY MFR. B MX. HT 39' - 5' - " /" CP PL 6' - 0 /" 3 3/" T/COL EL 5'-7" MONORIL SUPPORT 53' - 8" LXX/ 5 GNGWY (BY GNGWY MFR) () BOLTS PER NGLE TYP () 3/" BOLTS, TYP GNGWY CONN DETIL SCLE: /" = '- SCLE: /" = '- SHIP 3 MONORIL SUPPORT SECTION MX. HT 39' - / 5 SECTION SCLE: 3/" = '- S PL 3/8" C0 0 8 SCLE: /" = '- 0 SCLE: /" 0 = '- 3 SCLE: 3/" = '- STRUCTURL SECTIONS 7/0/08 7:09:06 PM

15 F E D 3' - 0 /6" 9' - 8' - ' - ' - GRDE EXIST SPHLT OVER GRVEL, FV SLB ON GRDE W/ 6X6-W.XW. WWR. MEET & MTCH EXIST PVEMENT HSS COL, SEE PLN, TYP BSE PL. & NCHOR RODS, SEE S-50 /" EXP JT, TYP ' - 6" 3' - 6" FV 3/" CHMFER, TYP CUT & CONTIN EXIST GRVEL. REUSE S FILL ROUND NEW FDN EXIST SPHLT OVER GRVEL, FV GRDE 3' - 5" 8' - " 3' - 5" *NOTE: BRCING NOT SHOWN FOR CLRITY. SEE ELEVTIONS 6-# -#6 TOP HSS COL, SEE PLN, TYP BSE PL. & NCHOR RODS, SEE S-50 '- SQ X DEEP POCKET. FILL W/ CONC FTER STEEL INSTLLTION 3-# SIDES EXP JT, TYP +/- FV 078 Deerwood Park Blvd. South Fax CUT & CONTIN EXIST GRVEL. REUSE S FILL ROUND NEW FDN FDN REINF, SEE SCHEDULE ON SHEET S0 RCP ' - EXIST RELIEVING PLTFORM 3' - 6-#6 TOP & BOTT 7-#6 TOP & BOTT FDN REINF, SEE SCHEDULE ON SHEET S0 FOUNDTION F5 SECTION SCLE: /" = '- FOUNDTION F5 SECTION SCLE: /" = '- COLUMN SLOPE TOP OF PEDESTL W/ RMP 3/" CHMFER, TYP 0 30' - 9" CURB 6X6 PEDESTL W/()# DOWELS & #3 " CONC SLB REINF W/ " TRNS & 6-# LONGITUDINL. PROVIDE CRCK CONTROL JT'S IN SLB T MX 5'- OC. ' - ' - /" GURD RIL W/ LEXN INFILL 6" CURB, ECH SIDE OF RMP PEDESTL DETIL SCLE: 3/" = '- 6" 7' - 6" 6" PL WSHER. W/ STD. HOLE TYP /" NON-SHRINK GROUT ' - EMBED. EPS FILL REINF NOT SHOWN FOR CLRITY 3 BOTTOM OF RMP SECTION SCLE: /" = '- BSE PLTE T/PIER OR PIER CP OVERSIZED HOLE IN BSE PL TYP. NCHOR ROD TCK WELD NUT TO SHFT PEDESTL, BEYOND 5 ' - " 8" " ' - " 8" " HSS6x6 3/" DI NCHOR ROD, SEE DET 6/ / " CONC SLB ON GRDE SPRED FOOTING, SEE PLN BSE PL 3/" ' - " " " ' - " " " HSS8x8 ' - 3/" DI NCHOR ROD, SEE DET 6/ / BSE PL 3/" ' - GRDE T/ /8 T/RMP GRDE T VRIES 6" ' - CRCK CONTROL JOINT (C.C.J.) SEE PLN MIN ' - MIN 6" 6" CIP WLL* T *CONSTRUCTION JOINT (C.J.) SWCUT JOINT #@" (6) # CONT EPS FILL *PROVIDE CST-IN V-GROOVE VERT. JT'S T OUTSIDE FCE OF WLLS T MX 5'- OC 5 TYPICL RMP SECTION SCLE: 3/" = '- # SMOOTH DOWEL BR T '- O.C. COT ONE END TO PREVENT BOND. T /" PREMOLDED EXPNSION JOINT MTERIL EXPNSION JOINT (E.J.) NOTES:. C.C.J. SHLL BE PREFORMED OR SWED. IF SWED, SWING MUST TKE PLCE WITHIN HRS. OF SLB PLCEMENT. MTCH LOCTIONS OF CCJ'S.. * USE INSTED OF CRCK CONTROL JOINT WHEREVER CONSTRUCTION IS STOPPED OR WHERE CLLED FOR ON PLN. " " #3 CONT CIP WLL* #@6" #@" 0 SCLE: /" = '- 0 3 FOUNDTION SECTIONS & DETILS 6 TYPICL NCHOR ROD DETIL SCLE: /" = '- 7 TYPICL BSE PLTE DETILS SCLE: /" = '- 8 SLB ON GRDE JOINT DETILS SCLE: 3/" = '- SCLE: 3/" = '- 7/0/08 7:09:08 PM

16 HSS XX/ TOP RIL RILS LIGN INSIDE FCES OF POSTS & RILS HSS XX/ TOP RIL ' - LONG PLN NORTH SIDE OF RMPS, TYP 078 Deerwood Park Blvd. South Fax HNDRIL 3 /" 8" 3' - 3' - POST BEYOND HSS /X / X/ T MX '- OC (TYP POST) HSS XX/ BOTT RIL NOTE 3' - 8" 6" " LXX/ CONT " HSS STRINGER, SEE PLN ND ELEVTION TYP NOTE: /" METL DECK FILLED W/CONCRETE (3 /" TOTL THICKNESS) SEE S0 FOR DETILS GURDRIL DETIL S50 SCLE: " = '- 07/0/8 Checker uthor Designer SECTIONS ND DETILS 0 S50 SCLE: " = '- 7/0/08 7:09:08 PM

17 3/6 CLR CP PL /" (+/" LL ROUND) / 3/6 CLR CP PL /" (+/" LL ROUND) / T/DECK 7" ' - 3/6 NOTES:. TOP LEG OF NGLES SHLL BE HORIZONTL.. WELD NGLE BRCES LL ROUND MINIMUM DIMENSIONS SHOWN RE FOR GUSSET SIZE DETERMINTION. 3. SEL LL GPS WITH SILICONE SELNT PRIOR TOUCH-UP PINTING. 3 /" HSS COLUMN, SEE PLN & ELEV / / HSS STRINGER, SEE PLN & ELEV TOP OF RMP (BEYOND) " HSS COLUMN, SEE PLN & ELEV 7" / / HSS STRINGER, SEE PLN & ELEV TOP OF RMP (BEYOND) 3/6 HSS COLUMN BEYOND, SEE PLN & ELEV - L7XX3/8X0'-6" LG HSS STRINGER, SEE PLN & ELEV HSS STRINGER, SEE PLN & ELEV 078 Deerwood Park Blvd. South Fax /6 / 5/6" END PL, TYP / / / / LXX/ X COL WIDTH BERING NGLE / 5/6" END PL / / BENT PL / X X X COL WIDTH / / HSS GIRDER, SEE PLN & ELEV 7" / TOP OF RMP (NOT SHOWN FOR CLRITY) 3 SIDES USE SELNT ON BCK SIDE 3/6 3 BEM CONN DETIL 3 SCLE: 3/" = '- BEM CONN DETIL SCLE: 3/" = '- BEM CONN DETIL SCLE: 3/" = '- / BEM CONN DETIL SCLE: 3/" = '- / / HSS COLUMN, SEE PLN & ELEV BRCE, SEE ELEV ()-3/" DI 35 BOLTS TYP - 3/8" GUSSET PLTE HSS COLUMN, SEE PLN & ELEV BRCE, SEE ELEV WP GUSSET PL 3/8 T CENTER OF COL BRCE, SEE ELEV HSS COLUMN, SEE PLN & ELEV WP BRCE, SEE ELEV ()-3/" DI 35 BOLTS TYP HSS COLUMN, SEE PLN & ELEV BRCE, SEE ELEV GUSSET PL 5/6 3/6 WP 3/6 3/6 3/6 GUSSET PL 3/8" T CENTER OF COL 3/6 WP 3/6 " MIN * BOLTED OPTION PER BRCE DETIL 3 8 BRCE DETIL 3/6 3/6 ()-3/" DI 35 BOLTS TYP SCLE: 3/" = '- 5 BRCE DETIL SCLE: 3/" = '- 6 BRCE DETIL SCLE: 3/" = '- BRCE, SEE ELEV CONTRCTOR HS THE OPTION TO USE BOLTED OR WELDED CONNECTION (BOTH RE SHOWN) 7 BRCE DETIL 3 HSS 6XX/ CURB W/END CPS 3/6 B 3/8" CONNECTION PL CUT FROM PIECE SEE B-B SCLE: 3/" = '- 3 /" PL 3/8" () 3/"DI 35 E SIDE & CENTER 9 BRCE DETIL 5 SCLE: /" = '- 3 /" /" MIN WP HSS 3/8" END & GUSSET PL 0 BRCE DETIL 6 SCLE: 3/" = '- SEE BRCE CONN DETIL WHEN PPLICBLE SEE BEM CONN DETIL FOR DD'L INFO 3/6 () 3/" DI 35 BOLTS T/DECK EL 39'- WP EL 37'-9" UPPER BRCE WP HSS X6 SEE BEM CONN DETIL FOR DD'L INFORMTION BRCE DETIL 7 SCLE: 3/" = '- SEE BRCE CONN DETIL WHEN PPLICBLE SEE BEM CONN DETIL FOR DD'L INFO PL 3/8" - / 3/8" PLTE B - " " " B-B " " 5" BRCE DETIL 8 SCLE: /" = '- /" FILLET WELD OF CONNECTION PLTE TO LL FLTS OF HSS SEL LL ROUND 0 3 SCLE: 3/" = '- 0 SCLE: /" = '- FRMING SECTIONS & DETILS 7/0/08 7:09:09 PM

PNEL N PROJECT NOTES. WHERE FOOTERS OR FOUNDTIONS RE INSTLLED BYUGERINGOR DRILLING, SURVEYND STKE OR PINT TON CCURCYOF 0.' PRIOR TORUESTINGUTILITYLOCTES.

. WHERE UGERINGOR DRILLING, EXCVTE THE FIRST FEET BYNON MECHNICLND NON DESTRUCTIVE MENS. INDEX OF ELECTRICL PLNS SHEET NO.

ROOM LYOUTS, ND PNEL SCHEDULE E- GNGWY CONDUIT ROUTING ELEVTION DETILS E-5 ELECTRICL SPECIFICTIONS E-6 ELECTRICL SPECIFICTIONS RE OF WORK LEGEND DESCRIPTION PLN SYMBOLS SURFCE MOUNTED CONDUIT

()-" RIGID GLVNIZED METL CONDUIT WITH PULL CORD FOR PROPOSED CMERS. CONDUIT ROUTING INDICTED ON PLNS.

PULLBOX SHLL BE PROVIDED WITH BOLT DOWN CHECKERED STINLESS STEEL LID IDENTIFIED S "COMMUNICTIONS".

PULLBOX SHLL BE PROVIDED WITH BOLT DOWN CHECKERED STINLESS STEEL LID IDENTIFIED S "ELECTRICL". J CCESSIBLE JUNCTION BOX CONDUIT RISER (STUB-UP) ND UNDERGROUND TRNSITION.

18 PNEL N PROJECT NOTES. WHERE FOOTERS OR FOUNDTIONS RE INSTLLED BYUGERINGOR DRILLING, SURVEYND STKE OR PINT TON CCURCYOF 0.' PRIOR TORUESTINGUTILITYLOCTES. STKE OR PINT THE CENTER OF ECH LOCTION ND CLERLY LBELWITH STTION, OFFEST, IDENTIFYINGSTRUCTURE NUMBER, ND DIMETER OF EXCVTION IN INCHES.. WHERE UGERINGOR DRILLING, EXCVTE THE FIRST FEET BYNON MECHNICLND NON DESTRUCTIVE MENS. INDEX OF ELECTRICL PLNS SHEET NO. SHEET DESCRIPTION E- KEY SHEET, PROJECT NOTES, ND LEGEND DESCRIPTION E- ELECTRICL SITE PLN E-3 ONE-LINE DIGRM, ELEC. ROOM LYOUTS, ND PNEL SCHEDULE E- GNGWY CONDUIT ROUTING ELEVTION DETILS E-5 ELECTRICL SPECIFICTIONS E-6 ELECTRICL SPECIFICTIONS RE OF WORK LEGEND DESCRIPTION PLN SYMBOLS SURFCE MOUNTED CONDUIT WITHIN OPEN CEILING, S INDICTED ON DRWINGS. ()-" RIGID GLVNIZED METL CONDUIT WITH TYPE THWN- CONDUCTORS INSIDE (CONDUIT ND CONDUCTOR SIZE S SHOWN ON PLN SHEETS) FOR ELECTRICL FEEDER. ()-" RIGID GLVNIZED METL CONDUIT WITH PULL CORD FOR PROPOSED CMERS. CONDUIT ROUTING INDICTED ON PLNS. C RECESSED IN-GRDE PRECST PULL BOX (HNDHOLE) FOR FUTURE UNDERGROUND TELECOMMUNICTIONS ND WITH THE FOLLOWING NOMINL INSIDE DIMENSIONS: 3" Wx" Lx" D. PULLBOX SHLL BE PROVIDED WITH BOLT DOWN CHECKERED STINLESS STEEL LID IDENTIFIED S "COMMUNICTIONS". E RECESSED IN-GRDE PRECST PULL BOX FOR UNDERGROUND ELECTRIC ND WITH THE FOLLOWING NOMINL INSIDE DIMENSIONS: " Wx36" Lx" D. PULLBOX SHLL BE PROVIDED WITH BOLT DOWN CHECKERED STINLESS STEEL LID IDENTIFIED S "ELECTRICL". J CCESSIBLE JUNCTION BOX CONDUIT RISER (STUB-UP) ND UNDERGROUND TRNSITION. PROJECT SITE NOT TO SCLE ELECTRIC MOTOR (FURNISHED BY OTHERS) MP HOMERUN CIRCUIT. NUMBER REPRESENTS CIRCUIT DESIGNTION. LETTERS REPRESENT PNEL SOURCE. SINGLE-POINT TERMINTION TO FURNISHED UIPMENT. SURFCE MOUNTED FUSED DISCONNECT X X-X DETIL CLLOUT ONE-LINE SYMBOLS TRNSFORMER PNELBORD / LOD CENTER CIRCUIT BREKER FUSED DISCONNET, SIZES S INDICTED ON DRWINGS M KILOWTT DEMND METER ELECTRIC MOTOR G GENERTOR No Nc UTOMTIC TRNSFER SWITCH (TS) DESCRIPTION BY PVD DO DO CHECKED BY: SJC PPROVED BY: JDC 078 Deerwood Park Blvd. South Jacksonville, Florida Certificate of uthorization No. 560 Engineer of Record: Stephen Conway, P.E. No.: 5353 JCKSONVILLE PORT UTHORITY DMES POINT MRINE TERMINL CRUISE KEY SHEET, PROJECT NOTES, ND LEGEND DESCRIPTION SHEET DTE CONTRCT NO. E- JULY 08 C-575 $USER$ $FILE$ $DTE$ $TIME$

19 GBGV GBGV GBGV GBGV GBGV GBGV GBGV GBGV N Feet HSSS GMHD SD 36" STORM MH. HSSS HPST5.3 HPST HPST HPST8. HPST.60 HPST.66 HPST0.53 HPST9.35 HPST8. HPST7. HPST6. HPST5.35 HPST. HPST3.7 HSSS 8. HSSS3 8.5 HPST HPST HPST HPST7 7.6 HSSS HPST6 8.8 HPST6 7.9 HPST HPST HPST DROP OFF HFH HVLV WTER HPST HPST3 5.6 GMHD3 SD 36" STORM MH. 7.8 SD GMHD " STORM MH. HPST HPST HPST HPST HVLV SPRINKLER CONTROL VLVE WTER GW V WTER KLP GFU CONC. POLE W/ CMER 7.7 HPST HPST7 8.9 H WPB JE GPST GSRVC GFU 8.06 GPST GW V WTER GWPB GCLNO " PVC GMH BUILDING FOOTPRINT ELEC. ROOM CUSTOMS/INS E-3 GH ML GPST GSRVC GPST.7' X.7' GWPB GW V WTER 8.56 GSRVC GW M WTER ' X.5' GMH MDF ROOM SD GMHD TYPICL GMH KLP KWPB CONC. LP GROUND WIRE KWPB ELECTRIC KLP CONC. LP 6.8 KLP 6.80 KWPB CONC. LP GROUND WIRE KWPB ELECTRIC KLP KWPB8 CONC. LP GROUND WIRE GMH MIN ELEC. ROOM 3 E-3 GVLVB KPST 7.98 KPST 7.90 KPST KPST 8.03 KPST KPST J G KPST8 7.9 KWPB ELECTRIC 8.08 KPST G KVLV WTER KVLV WTER KVLV WTER KVLV WTER 5 KVLV WTER PNEL HC-3,5,7 KVLV WTER TYPICL KVLV WTER KVLV WTER KVLV WTER E- E- GTBM X CUT G GVLVB G GVLVB GTBM X CUT REFER TO DRWING E-, GNGWY CONDUIT ROUTING ELEVTION DETILS FOR JUNCTION BOX (FUTURE CMER) LOCTIONS. KEYED NOTES: DISCONNECT JIB CRNE/CHIN HOIST. DE-ENERGIZE CIRCUIT ND REMOVE CONDUCTORS BCK TO SOURCE. REFER TO MIN ELECTRICL ROOM, DETIL 3/E-3 FOR SOURCE LOCTION ND DETIL /E-3 FOR PNEL SCHEDULE. PROPOSED NEW CHIN HOIST MOTOR ND SSOCITED CONTROLS, FURNISHED BY OTHERS ND INSTLLED BY ELECTRICL CONTRCTOR. COORDINTE EXCT LOCTION WITH STRUCTURL DRWINGS, PRIOR TO COMMENCEMENT OF WORK. 3 PROVIDE SURFCE MOUNTED RIGID GLVNIZED METL CONDUIT TO ND NEW GNGWY FOR NEW CHIN HOIST MOTOR. REFER TO PNEL SCHEDULE, DETIL /E-3 FOR CONDUIT ND CONDUCTOR SIZES. PROVIDE " SURFCE MOUNTED RIGID GLVNIZED METL CONDUIT WITH PULL CORD TO ND NEW GNGWY FOR FUTURE CMERS. PROPOSED CONDUIT ROUTING IS SHOWN ON DRWING E-, GNGWY CONDUIT ROUTING ELEVTION. ROUTING INDICTED IS FOR ILLUSTRTION PURPOSES. COORDINTE EXCT PTHWY ND ROUTING WITH BEST PRCTICES OF MENS ND METHODS. 5 PROVIDE SURFCE MOUNTED 6"x"x" GLVNIZED METL JUNCTION BOX TO NEW GNGWY FOR PROPOSED CMER(S). QUNTITIES ND LOCTIONS RE DEFINED ON DRWING E-, GNGWY CONDUIT ROUTING ELEVTION. DESCRIPTION BY PVD DO DO CHECKED BY: SJC PPROVED BY: JDC 078 Deerwood Park Blvd. South Jacksonville, Florida Certificate of uthorization No. 560 Engineer of Record: Stephen Conway, P.E. No.: 5353 JCKSONVILLE PORT UTHORITY DMES POINT MRINE TERMINL CRUISE ELECTRICL SITE PLN SHEET DTE CONTRCT NO. E- JULY 08 C-575 $USER$ $DTE$ $TIME$ $FILE$

20 GENERL NOTES: TO LOCL ELECTRIC UTILITY JE. LL ELECTRICL UIPMENT SHOWN ON THIS SHEET IS TO REMIN, UNLESS OTHERWISE NOTED. REFER TO PNELBORD SCHEDULE FOR DDITIONL INFORMTION. M PD MOUNTED TRNSFORMER KEYED NOTES: REFER TO PNELBORD SCHEDULE FOR DDITIONL INFORMTION, DETIL /E-3. REUSE 30/3P CIRCUIT BREKER.FOR NEW DEDICTED CIRCUIT FOR CHIN HOIST. REFER TO ELECTRICL SITE PLN FOR GNGWY LOCTION. STNDBY GENERTOR 80Y/77, 3Æ, W, 00KW/5KV G 600/3 MCB MIN ELEC. ROOM MIN DISTRIBUTION PNELBORD "MDP" BUS 80/77V - 3Æ - W 35 KIC /3 5/3 00/3 600/3 00/3 0/3 00/3 5/3 5/3 SPRE SPRE 00/3 TS 00-P WITH MINTENNCE BYPSS NO NC XFMR 75 KV: 80V: 08Y/0V, 3Æ, W 5 MLO PNEL H 600 MLO PNEL HB 5 MLO PNEL HC ELEC. ROOM CUSTOMS/INS. MIN ELEC. ROOM MIN ELEC. ROOM MIN ELEC. ROOM PUMP PCU- PUMP PCU- PNEL SH 80/77V - 3Æ - W 00/3 MCB TO DISTRIBUTION PNEL "DP" 75/3 TO DISTRIBUTION PNEL "SDP" XFMR.5 KV 80V: 08Y/0V, 3Æ, MIN ELEC. ROOM MIN ELEC. ROOM ELEC. ROOM CUSTOMS /INS DMES POINT MRINE TERMINL CRUISE E-3 JCKSONVILLE PORT UTHORITY MillerBE 7/0/08 :7:3 PM \\JXFILE0\Transportation\P\ DPMT Cruise Term

21 DMES POINT MRINE TERMINL CRUISE JCKSONVILLE PORT UTHORITY MillerBE 7/0/08 :7:3 PM \\JXFILE0\Transportation\P\ DPMT Cruise Term E-

22 DMES POINT MRINE TERMINL CRUISE JCKSONVILLE PORT UTHORITY MillerBE 7/0/08 :7:3 PM \\JXFILE0\Transportation\P\ DPMT Cruise Term

23 DMES POINT MRINE TERMINL CRUISE JCKSONVILLE PORT UTHORITY MillerBE 7/0/08 :7:3 PM \\JXFILE0\Transportation\P\ DPMT Cruise Term

C-TRAN MAINTENANCE BUILDING EXPANSION / SOUTH LOT IMPROVEMENTS

C-TRAN MAINTENANCE BUILDING EXPANSION / SOUTH LOT IMPROVEMENTS N HJ 5 C.DEFG B 5 7.B. 0. NOTES:. REFERENCE 5/S. FOR SITE LIGHT POLE S COORDINTE LOCTIONS WITH ELECTRICL SITE LIGHTING PLNS. 5 6 7 8 9 ' - 0" 5' - 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0"