89 7' W 37 10' N 37 10' N 89 6' W FEDERAL MOORING CELLS TOP ELEV. 320.0 WITH BUOYS ON TOP (CELLS WILL GO UNDER WATER WITH A CAIRO GAGE 49.1 ) 37 11' N 89 5' W 37 8' N for O l m sted Loc k 53 OL MS TE D PUBLIC ACCESS - MV GORDON STEVENS 270-748-2596 89 4' W MATCH LINE CHART 3 969 AMERICA POINT H O D G E S B A Y O U CRE E K 968 HUMPHREY'S CREEK Project Depth Shown at Low Water Conditions Olmsted Upper Gage = 2. 0' 967 Olmsted Lower Gage = 10.1 ' Lock 53 Lower Gage = 8.0 ' FIX ED W EI R CE L LS A ND B OAT A B UTME NT FINISHED TOP ELEV. 303.5 ( A BU TME NT AND C EL LS W IL L GO UNDE R WATE R WITH AN OLMSTED UPPER GAGE 24.5 ) O L M S T E D L O C K & D A M C O N S T R U C T I O N S I T E - - MATCH LINE CHART 5 # # - RESTRICTED 89 3' W 37 7' N 89 5' W NOTE: IMPROVED CHANNEL AT MOUND CITY BAR IS DREDGED TO PROVIDE 9 ' PROJECT DEPTH AT AN EXPECTED MINIMUM STA GE OF 7. 5' ON CA IRO GAGE A ND 7. 3' ON LOWER GAGE AT DAM 53. 37 8' N 89 4' W 37 9' N 89 3' W S C A L E : 1 " = 2 0 0 0 ' R E V I S E D : J U LY 2 0 1 8 CHART NO. 4 Feet
595' Existing Fixed Weir 368' exist. Sheet Pile Cutoff Wall 227' Exist. Fixed Weir Cells 227' Navigable Pass Left Boat Abutment Future 1400' Navigation Pass 80' ILLINOIS Top of Bank. EL. 315.00 Top of Left Boat Abutment. EL. 303.50 Navigation Pass Concrete Elev. 278.00 Top Wicket Lifting Eye Elev. 279.80 Tainter Gate Sill, El. 265.00 Elev. 382.00 Top of Lock wall, El. 310.00 Fixed Weir ZERO OF GAGE Upper Gage Zero = 279.0 Lower Gage Zero = 270.9 OLMSTED ELEVATION LOOKING DOWNSTREAM ( LOCK SIZE 1200' x 110' ) ( LOCK SIZE 1200' x 110' ) Top of Concrete Sil, El. 261.00 (Top Gate Stops Elev. 262.50) ILLINOIS 200+ 0+ +0 + 200 + 400 + 600 + 800 + 1000 + 1200 +0 200+ 0+ +0 + 200 + 400 + 600 + 800 + 1000 + 1200 +0 OHIO RIVER KENTUCKY Ladder Check Post
- Full Time Locking Water Below Elev. 306.0 Olmsted Upper Gage Below 27.0' Lock 53 Upper Gage Below 32.9' RESTRICTED ELEV.280 - MV GORDON STEVENS 270-748-2596 NO PASSING B ET W E E N to (ONEWAY TR AFF IC) w o u l d b e R e m o v e d i f C o n d i t i o n s A l l o w f o r O p e n R i v e r P a s s a g e FIXED WEIR CELLS AND BOATABU TMENT FINISHED TOP ELEV.303.5 (ABU TMENTAND CELLS WILLGO U NDER WATER WITH AN OLMSTED U PPER GAGE 24.5) 0 250 500 1,000 Feet CHART NO. 4D - Facing Page
FEDERAL MOORIN G CEL L S (CEL L S WIL L GO U N DER WAT ER WIT H A CAIRO GAGE 49.1) for O l m sted Loc k 53 - MV GORDON STEVENS 270-748-2596 p OL MST ED PU BL IC ACCESS FEDERAL MOORIN G CEL L S (CEL L S WIL L GO U N DER WAT ER WIT H AN OL MST ED U PPER GAGE OF41) HIGH WATER MOORING SIT E NO PASSING B ET W E E N to (ONEWAY TR AFF IC) G 1 G 2 G 3 C O N S T R U C T I O N S I T E 1300'Pa s s - R 1 G 4 R 2 R 3 G 5 EL EV.280 G 6 R 4 W i l l B e R e m o v e d a s N o L o n g e r N e e d e d 963 FIXED WEIR CEL L S AN D BOAT ABU T MEN T FIN ISHED T OP EL EV.303.5 (ABU T MEN T AN D CEL L S WIL L GO U N DER WAT ER WIT H AN OL MST ED U PPER GAGE 24.5) No Construction Due to High Water Water Elevation above 295.0 BU OY SL OCAT ION S: G1=37-10-19.22N 89-04-27.89W G2=37-10-35.31N 89-04-06.27W G3=37-10-40.18N 89-03-58.44W G4=37-10-51.55N 89-03-43.53W G5=37-11-01.87N 89-03-29.88W G6=37-11-13.30N 89-03-19.53W R1=37-10-37.87N 89-03-38.51W R2=37-10-43.67N 89-03-28.80W R3=37-10-51.45N 89-03-20.49W R4=37-11-02.88N 89-03-10.49W Olmsted Upper Gage Above 16.0' Lock 53 Upper Gage Above 21.9' N OT E:IMPROV ED CHAN N EL AT MOU N D CIT Y BAR IS DREDGED T O PROV IDE 9'PROJECT DEPT H AT AN EXPECT ED MIN IMU M ST AGE OF7.5'ON CAIRO GAGE AN D 7.3'ON L OWER GAGE AT DAM 53. CHART NO. SCAL E: 1"= 2000' 4F - REV ISED:JU L Y 2018 Fe e t
FEDERALMOORIN G CELLS TOP ELEV.320.0W ITH BUOYS ON TOP (CELLS W ILLGO UN DER W ATER W ITH ACAIRO GAGE 49.1) for O l m sted Loc k 53 - MV GORDON STEVENS 270-748-2596 p OLMSTED P UBLIC ACCESS FEDERALMOORIN G CELLS TOP ELEV.320.0W ITH BUOYS ON TOP (CELLS W ILLGO UN DER W ATER W ITH AN OLMSTED UP P ER GAGE OF41) RESTRICTED 963 HIGH WATER MOORING SIT E ELEV.280 RESTRICTED Full Time Locking Water Below Elev. 296 FIX ED W EIR CELLS AN D BOATABUTMEN T FIN ISHED TOP ELEV.303.5 (ABUTMEN TAN D CELLS W ILLGO UN DER W ATER W ITH AN OLMSTED UP P ER GAGE 24.5) NO PASSING B ET W E E N to (ONEWAY TR AFF IC) Olmsted Upper Gage Below 27.0' Lock 53 Upper Gage Below 32.9' N OTE:IMP ROV ED CHAN N ELATMOUN D CITY BAR IS DREDGED TO P ROV IDE 9'P ROJECTDEP TH ATAN EX P ECTED MIN IMUM STAGE OF7.5'ON CAIRO GAGE AN D 7.3'ON LOW ER GAGE ATDAM 53. CHART NO. SCALE: 1"= 2000' 4G - REV ISED:JULY 2018 Feet
FEDERAL MOORIN G CEL L S (CEL L S WIL L GO U N DER WAT ER WIT H A CAIRO GAGE 49.1) OL MST ED PU BL IC ACCESS p FEDERAL MOORIN G CEL L S (CEL L S WIL L GO U N DER WAT ER WIT H AN OL MST ED U PPER GAGE OF41) - RESTRICTED - EL EV.280 963 RESTRICTED FIXED WEIR CEL L S AN D BOAT ABU T MEN T -FIN ISHED T OP EL EV.303.5 (ABU T MEN T AN D CEL L S WIL L GO U N DER WAT ER WIT H AN OL MST ED U PPER GAGE 24.5AS SHOWN ON L OCK CROSS-SECT ION ) N OT E:IMPROV ED CHAN N EL AT MOU N D CIT Y BAR IS DREDGED T O PROV IDE 9'PROJECT DEPT H AT AN EXPECT ED MIN IMU M ST AGE OF7.5'ON CAIRO GAGE AN D 7.3'ON L OWER GAGE AT DAM 53. CHART NO. SCAL E: 1"= 2000' 4H - Finished REV ISED:JU L Y 2018 Fe e t