SOUTH HAVEN FISHING PLATFORM AND BANK STABILIZATION DNR #

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INDEX OF SHEETS DESCRIPTION SOUTH HVEN FISHING PLTFORM ND NK STILIZTION DNR # -07 CITY OF SOUTH HVEN OFFICILS PROJECT RE NOTES: MDOT STNDRD PLN SERIES LOCL UTILITIES GS: SEWER & WTER: ELECTRIC: CLE: TELEPHONE: INTERNET: E:\CIVIL D\ENG\_0\-0 SH FISHING CCESS\dwg\-0 TL.dwg, TL -, 9/9/0 0::9 M, kburczak, : COUNTY KEY PROJECT LOCTION MP CLL MISS DIG Know what's R SEPT 0 COPYRIGHT 0 - ONMRCHE CONSULTNTS, INC. T. SOUTH HVEN FISHING PLTFORM ND NK STILIZTION -0

LCK RIVER WTER'S EDGE 79.0 (--0) SITE PLN KEYNOTES - NON PRTICIPTING. EXISTING TREE TO REMIN ND E PROTECTED DURING CONSTRUCTION.. EXISTING CONCRETE PVEMENT TO E REMOVED Y OTHERS. CKFILL, TOPSOIL ND SEEDING TO MTCH EXISTING GRDE Y OTHERS.. EXISTING CTCH SIN TO E REMOVED Y OTHERS. CKFILLING OF C REMOVL WILL E Y OTHERS.. EXISTING CONCRETE PVEMENT TO E REMOVED Y OTHERS. GRDE WILL E LEFT T SUGRDE DEPTH FOR PLCEMENT OF SUSE, GGREGTE SE ND HM S PRT OF THIS CONTRCT. SITE PLN KEYNOTES - PRTICIPTING. EXISTING GRVEL REMOVL FOR PLCEMENT OF NEW PRKING LOT ENTRNCE DRIVE ND LWN RE.. SW-CUT ND REMOVE EXISTING CONCRETE FOR PLCEMENT OF NEW PRKING LOT ENTRNCE DRIVE. 7. EXISTING STUMP, 8 INCH TO E REMOVED. GRIND STUMP TO DEPTH OF " ELOW GRDE. enton Harbor, MI. 90 T 9.97.9 F 9.97.07 COPYRIGHT 0 - ONMRCHE CONSULTNTS, INC. FISHING PLTFORM & NK STILIZTION CITY OF SOUTH HVEN SOUTH HVEN, MICHIGN PROPOSED LOCTION OF NEW PRKING LOT SEE SHEETS C. ND C. EXISTING CONDITIONS/REMOVLS DJL/K CK/K SEPT 0 E:\CIVIL D\ENG\_0\-0 SH FISHING CCESS\dwg\-0 REM.dwg, C., 9/9/0 0:7:0 M, kburczak, : NO. REVISION DESCRIPTION: Y: E " X " WHEN PLOTTED. HORZ: "=0' -0 C.

LCK RIVER 8 8 8 7 '-9"+- 9 0' 0 8 '-0" +- R' ' ' 9'-" +- 90' R' 8 ' 0' '.' R' 9 9 ' MIN. 8' 9' 0' TYP. R0' 0 TYP. OF 9 R' 9' TYP. 7 ' ' 9 TYP. ' 9 R0' WTER'S EDGE 79.0 (--0) SITE PLN KEYNOTES - PRTICIPTING. EXISTING TREE TO REMIN ND E PROTECTED DURING CONSTRUCTION.. EXISTING CTCH SIN TO REMIN... EXISTING CONCRETE SURFCE TO REMIN ND E PROTECTED DURING CONSTRUCTION.. SOIL ORING PPROXIMTE LOCTION. SEE REPORT IN SPECIFICTIONS.. NTIVE SHRUS TO E PLNTED LONG SLOPE FOR NK STILIZTION. SEE PLNT MTERIL LIST ND SHRU PLNTING DETIL THIS SHEET.. NEW PVED PRKING LOT: D () ND DDITIONL (8) PRKING SPCES ND CCESSILE ISLE TO E ITUMINOUS INCH. INSTLL PER DETIL ON SHEET C. ND SPECIFICTIONS. SLOPE MUST E LESS THN % IN LL DIRECTIONS FOR CCESSILE PRKING SPCES ND CCESS ISLE. SEE GRDING PLN - SHEET C.. 7. NEW CCESSILE PRKING STRIPING ND D LOGO TO E WTERORNE PINT, LUE, INCH TYPICL FOR D SPCE ND CCESS ISLE STRIPING. REFER TO SPECIFICTIONS. 8. NEW D PRKING SIGNGE. DD DDITIONL VN CCESSILE SIGN. SEE DETIL ON SHEET C. ND SPECIFICTIONS. 9. NEW PRKING STRIPING FOR NON-D SPCES TO E WTERORNE PINT, WHITE, INCH. 0. NEW CONCRETE PRKING UMPER 8' TO E STKED IN PLCE PER DETIL ON SHEET C... NEW ' WIDE CONCRETE SIDEWLK DJCENT TO PRKING LOT TO E INCH THICK. INSTLL TOOLED CONTROL JOINTS ND EXPNSION (EXP JT) SPCED S SHOWN TO LINE UP WITH PRKING SPCES S SHOWN. SEE GRDING PLN, SHEET C., DETILS ON SHEET C. ND SPECIFICTIONS.. NEW LND ND WTER PLQUE TO E FURNISHED Y THE OWNER FOR INSTLLTION Y THE CONTRCTOR. INSTLL PER DETIL ON SHEET C... NEW CCESSILE ROUTE TO FISHING PLTFORM TO E ' WIDE, INCH THICK CONCRETE. INSTLL TOOLED CONTROL JOINTS ND EXPNSION (EXP JT) S SHOWN. SEE GRDING PLN SHEET C.., DETILS ON SHEET C. ND SPECIFICTIONS. ID S LTERNTE - - INCH THICK CCESSILE ROUTE TO FISHING PLTFORM.. NEW CONCRETE HEDWLL DJCENT TO PLTFORM. SEE DETIL ON SHEET ND SPECIFICTIONS.. NEW FISHING PLTFORM. SEE RCHITECTURE PLNS SHEET.. &.. NEW RIP-RP. 7 SYDS FOR NK STILIZTION. SEE DETIL ON SHEET C. ND SPECIFICTIONS. 7. NEW TURIDITY RRIER, 0 LFT. SEE SHEET C. ND SPECIFICTIONS. 8. NEW SURFCE MOUNT ENCHES TO E PROVIDED Y OWNER. 9. NEW RESTORTION SEEDING ND MULCH LNKET FOR LL DISTURED RES. SEE SPECIFICTIONS. SITE PLN KEYNOTES - NON-PRTICIPTING 0. NEW CONCRETE PVEMENT SURFCE FOR PLCEMENT OF PVILION (Y OTHERS) TO E INCH THICK CONCRETE. INSTLL TOOLED CONTROL JOINTS S SHOWN. SEE GRDING PLN SHEET C., DETILS ON SHEET C. ND SPECIFICTIONS. CONCRETE TO E ID S LTERNTE -. enton Harbor, MI. 90 T 9.97.9 F 9.97.07 FISHING PLTFORM & NK STILIZTION CITY OF SOUTH HVEN SOUTH HVEN, MICHIGN COPYRIGHT 0 - ONMRCHE CONSULTNTS, INC.. NEW CONCRETE SIDEWLK TO E ' WIDE, INCH THICK CONCRETE. INSTLL TOOLED CONTROL JOINTS ND EXPNSION (EXP JT) S SHOWN. SEE GRDING PLN SHEET C., DETILS ON SHEET C. ND SPECIFICTIONS. ID S LTERNTE -. LSO ID S ' WIDE, INCH LTERNTE -.. NEW FENCE: TO E ' HIGH WHITE VINYL PRIVCY FENCE - FOREST MJESTIC FENCE Y LKESHORE VINYL PRODUCTS OR PPROVED EQUL, 0 LFT TO E INSTLLED LONG OUNDRY TO PROVIDE SCREEN. INSTLL IN " DI. X " DEPTH CONCRETE FOOTINGS. SEE SPECIFICTIONS. SITE PLN. NEW RE-GRDE RE S SHOWN TO PROVIDE RUSTIC KYK LUNCHING RE ND RESTORE RE WITH MULCH LNKET ND SEEDING.. PROPOSED FUTURE SIDEWLK, MENITIES ND PEDESTRIN RIDGE. LTERNTES - PROPOSED CCESSILE ROUTE TO FISHING PLTFORM SUMIT DEDUCT ID FOR INCH THICK CONCRETE IN PLCE OF INCH THICK. - NEW CONCRETE PVEMENT SURFCE FOR PLCEMENT OF PVILION (Y OTHERS) TO E INCH THICK CONCRETE. 0 - NEW CONCRETE SIDEWLK TO E ' WIDE, INCH THICK CONCRETE - NEW CONCRETE SIDEWLK TO E ' WIDE, INCH THICK CONCRETE. DJL/K CK/K SEPT 0 E:\CIVIL D\ENG\_0\-0 SH FISHING CCESS\dwg\-0 SITE.dwg, C., 9/9/0 0:8:0 M, kburczak, : PLNT MTERIL LIST - PRTICIPTING KEY OTNICL NME COMMON NME SIZE QTY REMRKS NTIVE SHRUS C CLETHR LNIFOLI SUMMERSWEET NO. STGGER PLNTS S SHOWN CS CORNUS L 'SIERIC' REDTWIG SIERIN DOGWOOD NO. 7 STGGER PLNTS S SHOWN CF CORNUS SERICE 'FLVIRME' YELLOW TWIG DOGWOOD NO. 8 STGGER PLNTS S SHOWN VC VIURNUM TRILOUM COMPCTUM DWRF CRNERRY USH VIURNUM NO. STGGER PLNTS S SHOWN NO. REVISION DESCRIPTION: Y: E " X " WHEN PLOTTED. HORZ: "=0' -0 C.

E:\CIVIL D\ENG\_0\-0 SH FISHING CCESS\dwg\-0 GRDING.dwg, C., 8//0 ::0 PM, kburczak, : RE-GRDE EXISTING GROUND TO PROVIDE RUSTIC KYK LUNCHING RE. 8 8 8.%.%.0%.%.%.%.%.00% NO. REVISION DESCRIPTION: Y: CRETE SWLE TO RIVER.% WTER'S EDGE 79.0 (--0) DJL/K CK/K JULY 0 E " X " WHEN PLOTTED. HORZ: "=0' -0 C. GRDING PLN FISHING PLTFORM & NK STILIZTION CITY OF SOUTH HVEN SOUTH HVEN, MICHIGN enton Harbor, MI. 90 T 9.97.9 F 9.97.07 COPYRIGHT 0 - ONMRCHE CONSULTNTS, INC.

E:\CIVIL D\ENG\_0\-0 SH FISHING CCESS\dwg\-0 SESC.dwg, C., 7//0 :0:7 PM, kburczak, : 8 8 8 LCK RIVER TYP. WTER'S EDGE 79.0 (--0) NO. REVISION DESCRIPTION: Y: DJL/K CK/K JULY 0 E " X " WHEN PLOTTED. HORZ: "=0' -0 C. SESC PLN FISHING PLTFORM & NK STILIZTION CITY OF SOUTH HVEN SOUTH HVEN, MICHIGN enton Harbor, MI. 90 T 9.97.9 F 9.97.07 COPYRIGHT 0 - ONMRCHE CONSULTNTS, INC.

E:\CIVIL D\ENG\_0\-0 SH FISHING CCESS\dwg\-0 D.dwg, C., 7//0 :0:8 PM, kburczak, : X X X NO. REVISION DESCRIPTION: Y: DJL/K CK/K JULY 0 E " X " WHEN PLOTTED. HORZ: -0 C. DETILS FISHING PLTFORM & NK STILIZTION CITY OF SOUTH HVEN SOUTH HVEN, MICHIGN enton Harbor, MI. 90 T 9.97.9 F 9.97.07 COPYRIGHT 0 - ONMRCHE CONSULTNTS, INC.

'-0" " " TYPICL JOIST SPN '-" LL JOISTS TO HVE GLV. JOIST HNGERS & UPLIFT CLIPS T LEDGER OR PLTE CONNECTIONS RESPECTIVELY - SECURED PER MFR. SPECS 0'-0" " " 7 JOIST SPCES T " O.C. = 9'-" 7 JOIST SPCES T " O.C. = 9'-" 7 JOIST SPCES T " O.C. = 9'-" 7 JOIST SPCES T " O.C. = 9'-" 7 JOIST SPCES T " O.C. = 9'-" 7 JOIST SPCES T " O.C. = 9'-" PROVIDE SINGLE ROW OF SOLID WOOD LOCKING T JOIST CENTER TRETED WOOD x OLTED TO STEEL TUE JOISTS ERING ON MIN EMS - PROVIDE TRETED WOOD PLTE FOR RG. SEE DETIL ON GENERL NOTES. COORDINTE FINL LYOUT LOCTION W/ SITE PLNS. VERIFY GRDE ENCHMRK PRIOR TO SETTING PILINGS C. REMOVE EXISTING RIP RP S REQUIRED FOR PILING INSERTION D. REMOVE EXISTING RIP RP S REQUIRED IN RE OF NEW SIDEWLK ULKHED WLLS S REQUIRED E. LL STEEL MEMERS TO E GLVNIZED F. WHEN FIELD WELDING IS REQUIRED, GRIND OFF GLVNIZED COTED TO PROVIDE CLEN WELD SURFCE - GRIND WELDS SMOOTH ND RETRET RES GLVNIZING COTING G. LL WOOD TO E TRETED LUMER USING WTERORNE PRESERVTIVE WITH NOT LESS THN.% L/CUFT RETENTION W/ WP PPROVED PRESERVTIVE; WTERORNE LKLINE COPPER QUT. H. LL WOOD NCHOR FSTENERS TO HVE HOT-DIPPED GLVNIZED FINISH I. IT IS THE SOLE RESPONSIILITY OF THE CONTRCTOR TO DETERMINE THE ERECTION PROCEDURE ND SEQUENCE TO INSURE THE STRUCTURL STILITY OF THE DECK ND ITS COMPONENTS DURING CONSTRUCTION. enton Harbor, MI. 90 T 9.97.9 F 9.97.9 COPYRIGHT 0 - ONMRCHE CONSULTNTS, INC. J. NO CHNGE IN SIZE OR DIMENSION OF STRUCTURL MEMERS SHLL E MDE WITHOUT THE WRITTEN PPROVL OF THE RCHITECT / ENGINEER. '-0" 0'-0" 7 '-0" '-0" 0'-0" '-0" '-0" N DECK FRMING PLN /" = '-0" T- STEEL MEMER LEGEND P- DI. STEEL PILING - K PSF ERING CPCITY P- DI. STEEL PILING - K PSF ERING CPCITY K. COVER TOP OF LL JOISTS, JOIST LOCKING & LOCKING T DECK PERIMETER EXPOSED TO WETHER WITH RRIER TPE PER SPECS. SOUTH HVEN FISHING PLTFORM & NK STILIZTION '-0" '-0" 8'-0" C- - N - '-0" STEEL FRMING PLN /" = '-0" - - - - () " x " x." STEEL NGLE RCES FIELD WELD TO OTTOM SIDE OF - TOP FLNGE & OTTOM OF OTTOM FLNGE OF - W/ PLTE STEEL SPCER MTCHING THICKNESS OF - TOP FLNGE - VERT. LEG DOWN W/ () " WELDS PER CONNECTION - TYP. - T- '- '-0" - - C- - W0 x 0 STEEL EM - 0'-" TOTL LENGTH - W0 x STEEL EM - '-8 " TOTL LENGTH C- C0 x. STEEL CHNNEL - '-8 " TOTL LENGTH T- TS0 x x. STEEL TUE - 0'-0" TOTL LENGTH INCLUDING " END PLTES SHOP F & WELD POST RCKETS TO TUES & CHNNELS WHERE POSSILE - FIELD WELD WHERE REQ. () GLV. THRU-OLTS PER RCKET " " FRMING & FLOOR PLNS OUTLINE OF RIP RP NVIGTIONL HROR LINE GNF 0 0 " '-" '-0" '-0" '-0" '-0" '-0" '-0" '-0" '-0" '-0" '-0" '-" LC '-" PROVIDE () HOLES FOR THRU OLTS JUNE 0 " PLTE STL. E:\CIVIL D\ENG\_0\-0 SH FISHING CCESS\dwg\-0 Platform Drawings.dwg, FRMING & FLOOR PLNS, 8//0 9:: M, acook, : LWCF GRNT OUNDRY '-0" '-7" '-0" FUTURE ENCHES N FLOOR PLN /" = '-0" EXISTING 0" DI. TREE TO REMIN - PROTECT DURING CONSTRUCTION '-" '-0" '- 8.0' 9'-7 " TRNSITION ETWEEN DECK & CONCRETE WLK TO E FLUSH POURED CONCRETE HED WLL FOR TERMINTION OF SIDEWLK SIDEWLK COMPOSITE RILING CP TRETED WOOD POSTS TO HVE COMPOSITE WRP FROM RCKET TO CP NOTCH S REQUIRED T DECK DECK ORDS TO E COMPOSITE W/ NON-SLIP SURFCE TYP. POST CONNECTION DETILS NTS NO. REVISION DESCRIPTION: Y: / " OTH SIDES " " PROJECT NO. -07 E " X " WHEN PLOTTED. as noted -0.

" x " x." x " LONG CLIP NGLE TS0xx. " x " x." x " LONG CLIP NGLES TS0xx. TUE END PL. C0 x. / " TOP & OTTOM " VERT. ON OTH LEGS OF NGLE W0 x / " TOP & OTTOM " VERT. ON OTH LEGS OF NGLE OTH SIDES enton Harbor, MI. 90 T 9.97.9 F 9.97.9 CHNNEL TO TUE PLN VIEW " = '-0" S. CROSS EM TO TUE PLN VIEW " = '-0" W0 x 0 C0 x. / COPYRIGHT 0 - ONMRCHE CONSULTNTS, INC. " OTH SIDES / OTH SIDES W0 x / " OTH SIDES SOUTH HVEN FISHING PLTFORM & NK STILIZTION W0 x 0 W0 x 0 TRETED WOOD x PROVIDE THREDED HOLES O.C. T INTERIOR FCE OF STL. TUE FOR STGGERED GLV. OLTS W/ PLTE WSHERS ETWEEN JOISTS PROVIDE () OLTS T STRT & END OF x LEDGERS " " " TS0xx. CHNNELS TO TUE PLN VIEW " = '-0" 8 " HOLES O.C. IN TOP OF CHNNEL FOR LOCKING TTCHMENT W/ " GLV. NUTS & OLTS W/ PLTE WSHERS COUNTERSUNK S REQ. SEE DET. 8/. C0 x. " x " x." x " LONG CLIP NGLE TS0xx. " TOP & OTTOM " VERT. ON OTH LEGS OF NGLE / SUPPORT EM OVER PILING PLN VIEW " = '-0" C0 x. / " OTH SIDES W0 x 0 0" x " SQURE STL. PLTE 8 " HOLES O.C. IN TOP OF CHNNEL FOR LOCKING TTCHMENT W/ " GLV. NUTS & OLTS W/ PLTE WSHERS COUNTERSUNK S REQ. SEE DET. 8/. x TRETED WOOD PLTE OLTED TO TOP FLNGE OF EM W/ GLV. NUTS & OLTS W/ PLTE WSHERS - PROVIDE STGGERED HOLES " O.C. OTH SIDES ETWEEN CROSS EMS S REQ. REFER TO DECK FRMING PLN ON SHEET.. FOR JOIST LOCTIONS " CROSS EM OVER SUPPORT EM PLN VIEW " = '-0" " W0 x 0 W0 x / " OTH SIDES " x " x." x " LONG CLIP NGLES W0 x TS0xx. / " TOP & OTTOM " VERT. ON OTH LEGS OF NGLE OTH SIDES GNF LC STEEL FRME CONNECTION DETILS JUNE 0 E:\CIVIL D\ENG\_0\-0 SH FISHING CCESS\dwg\-0 Platform Drawings.dwg, CONN. DETILS, 8//0 9:: M, acook, : SEE JOIST FRMING PLN ON SHEET. WOOD LEDGER TO TUE " = '-0" CHNNEL TO TUE " = '-0". CHNNEL TO EM " = '-0" CONTINUOUS / W0 x 0 SUPPORT EM OVER PILING " = '-0" / OTH SIDES 0" x " SQURE STL. PLTE CROSS EM OVER SUPPORT EM " = '-0" CROSS EM TO TUE " = '-0" NO. REVISION DESCRIPTION: Y: PROJECT NO. -07 E " X " WHEN PLOTTED. as noted -0

SIM. '-" '-0" 9" D RILING DETIL " = '-0" 9 0 8 80 7 7 " TO 0" OHWM 8.97 8 LWD 77.97 8.' WTER LEVEL = 79. (-0-) RIP RP (MDOT HEVY) DECK CROSS SECTION /" = '-0" 9 0 EXISTING NK 8.0' 0 '-" '- 8.0' 8.' 79.7' " GENERL NOTES. COORDINTE FINL LYOUT LOCTION W/ SITE PLNS. VERIFY GRDE ENCHMRK PRIOR TO SETTING PILINGS C. REMOVE EXISTING RIP RP S REQUIRED FOR PILING INSERTION D. REMOVE EXISTING RIP RP S REQUIRED IN RE OF NEW SIDEWLK ULKHED WLLS S REQUIRED E. LL STEEL MEMERS TO E GLVNIZED F. WHEN FIELD WELDING IS REQUIRED, GRIND OFF GLVNIZED COTED TO PROVIDE CLEN WELD SURFCE - GRIND WELDS SMOOTH ND RETRET RES GLVNIZING COTING G. LL WOOD TO E TRETED LUMER USING WTERORNE PRESERVTIVE WITH NOT LESS THN.% L/CUFT RETENTION W/ WP PPROVED PRESERVTIVE; WTERORNE LKLINE COPPER QUT. H. LL WOOD NCHOR FSTENERS TO HVE HOT-DIPPED GLVNIZED FINISH I. IT IS THE SOLE RESPONSIILITY OF THE CONTRCTOR TO DETERMINE THE ERECTION PROCEDURE ND SEQUENCE TO INSURE THE STRUCTURL STILITY OF THE DECK ND ITS COMPONENTS DURING CONSTRUCTION. J. NO CHNGE IN SIZE OR DIMENSION OF STRUCTURL MEMERS SHLL E MDE WITHOUT THE WRITTEN PPROVL OF THE RCHITECT / ENGINEER. SECTION KEYNOTES. " THICK POURED CONCRETE SIDEWLK - COORDINTE W/ SITE DRWINGS. " THICK POURED CONCRETE SIDEWLK WITH THICKENED EDGE POURED OVER TOP OF HED WLL. PROVIDE # R REINFORCING TOP & OTTOM OF THICKENED EDGE W/ OTTOM R TIED TO VERT. RS EXTENDING FROM HED WLL. THICK POURED CONCRETE HED WLL W/ # R REINFORCING TOP & OTTOM W/ # VERT. RS T " O.C. EXTENDING OVE WLL. OUTLINE OF GRDE EYOND. STEEL CHNNEL PERIMETER SUPPORT FRMING - SEE STRUCTURL DRWINGS enton Harbor, MI. 90 T 9.97.9 F 9.97.9 SOUTH HVEN FISHING PLTFORM & NK STILIZTION COPYRIGHT 0 - ONMRCHE CONSULTNTS, INC. 7. STEEL TUE PERIMETER SUPPORT FRMING - SEE STRUCTURL DRWINGS " 9" '-0" '-" '-" '-0" 9" " NORTH ELEVTION /" = '-0" DECK CROSS SECTION /" = '-0" 8. TRETED WOOD LEDGER ORDS OLTED TO STEEL FRMING - SEE STRUCTURL DRWINGS FOR OLT SIZING/ SPCING 9. GLVNIZED STEEL JOIST HNGERS TTCHED PER MFR RECOMMENDTIONS 0. TRETED WOOD JOISTS - PROVIDE UPLIFT CLIPS & JOISTS HNGERS. STEEL SUPPORT PILINGS & EMS - SEE STRUCTURL DRWINGS. STEEL SUPPORT RCKETS FOR x TRETED WOOD POSTS W/ COMPOSITE WRP - SEE DETILS ON SHEET.. COMPOSITE RILING SYSTEM W/ TOP & OTTOM RILS, PRE-FINISHED METL LUSTERS & COMPOSITE CP. COMPOSITE DECKING W/ NON-SLIP FINISH. PROVIDE TRETED WOOD LOCKING W/ RIPPED x TRETED WOOD PLTE OLTED TO CHNNEL T PERIMETER EDGE - SEE DETILS, & ON S. DECK CROSS SECTIONS & ELEVTIONS. OLT THRU TRETED WOOD x LEDGER ORD & STEEL TUE TO THICKENED CONCRETE SL EDGE W/ x " EXPNSION NCHOR OLTS T " O.C. STGGERED - GLVNIZED SEE JOIST FRMING PLN. FOR JOIST SPCING 7. x COMPOSITE TRIM ETWEEN POSTS 8. RIP RP STONE NK STILIZTION - SEE SITE DRWINGS GNF EST ELEVTION WEST ELEVTION /" = '-0" /" = '-0" 9. D FISHING RES IN RILING SYSTEM - SEE DETIL THIS SHEET 0. PROVIDE " SQURE CONT. WOOD STRIP S WHEEL STOP T D FISHING RES. TRETED x ERING PLTE OLTED TO STEEL EM - SEE DETIL ON SHEET LC JUNE 0 E:\CIVIL D\ENG\_0\-0 SH FISHING CCESS\dwg\-0 Platform Drawings.dwg, SECTIONS & ELEVTIONS, 8//0 9::7 M, acook, : 7 8.' 8 8.0' 9 JOIST ERING /" = '-0" 0 9 8 JOIST ERING /" = '-0" 8.0' 0 8.' " 7 JOIST ERING /" = '-0" NO. REVISION DESCRIPTION: Y: PROJECT NO. -07 E " X " WHEN PLOTTED. as noted -0