c:\pw_working\mvr\b5eddlh\d032060\_-200xxx.dgn $TE$ 5E 9:6:5 M N 37+00 372+00 373+00 37+00 PO N 3397.37 E 23639.0 535.90 537.6 535.8 535.27 535.2 535.07 H:V 50H:V 375+00 5H:V 376+00 5H:V H:V 3H:V PROJET OUNRY MISSISSIPPI RIVER SPILLWY PLN (203 FLOO REOVERY) SLE : "=80-0" 0 80 60 LY P (STGE I) 55 ESIGN GRE TOP OF SPILLWY EL. 5.9 5 700 SPILLWY MISSISSIPPI RIVER SPILLWY PROFILE (203 FLOO REOVERY) SLE : "=80-0" 0 80 60 5H:V H:V 3H:V 3H:V H:V 50H:V 377+00 378+00 379+00 5H:V POE N 335.5 E 2368. 5H:V H:V 3H:V EPHEMERL WETLN (STGE I) 55 MISSISSIPPI RIVER SPILLWY (203 FLOO REOVERY) 5 50H:V 50H:V 0 5H:V H:V 0 I ESIGNE Y: TE: MRK ESRIPTION U.S. RMY ORPS OF ENGINEERS KNM ROK ISLN ISTRIT W N Y: K Y: SOLIITTION NO.: ROK ISLN, ILLINOIS PLOT SLE:PLOT TE: PROJET OE: FILE NME: 380+00-200 MISSISSIPPI RIVER SPILLW Y PLN N PROFILE (203 FLOO REOVERY) _-200xxx.dgn
GENERL SHEET NOTES. SPILLWY ONSTRUTION WS OMPLISHE IN THE RY. 2. ONTRTOR LERE N GRUE SPILLWY RE. MTERILS WERE PLE ON THE LN SIE OF THE LEVEE IN RES JENT TO THE SPILLWY UT NO LOSER THN 5 FEET FROM THE LEVEE TOE. 3. VEGETTION WS STRIPPE TO EPTH OF 3 INHES. STRIPPE MTERIL WS REUSE S TOPSOIL ON THE LY LEVEE REPIR TO MX EPTH OF 6 INHES. EXESS MTERIL WS ISPOSE OF Y SPREING LONG LN SIE LEVEE TOE.. EXVTE LEVEE TO THE ELEVTIONS N SLOPES SHOWN ON THE TYPIL SETIONS S NEEE. 5. PREPRE THE SUGRE N PRTIL FILL SURFES. 6. URING GRING, ERTHEN MTERIL WS THOROUGHLY MIXE S SPEIFIE. 7. FILL WS PLE N OMPTE. c:\pw_working\mvr\b5eddlh\d032060\_-20xxx.dgn $TE$ 9:6:55 M 5E EL. 538.0 5 3 KEY INTO EXISTING GROUN 0 RIVER SIE ONRETE RIPRP EL. 5.9 2" RIPRP 0" EING SLE : "=-0" 0 2 2 LN SIE GEOTEXTILE FRI 6" RINGE STONE MISSISSIPPI RIVER SPILLWY TYPIL SETION (203 FLOO REOVERY) 5 EL. 537.0 7.5 8. RIVER SIE SLOPE (ONSTRUTE TO THE SLOPES N GRES SHOWN):. PLE EING.. PLE RIPRP. 9. ONSTRUTION (ONSTRUTE TO THE SLOPES N GRES SHOWN):. PLE GEOTEXTILE FRI.. PLE, OMPT N FINISH RINGE STONE.. PLE.. FILLE VOIS WITH RINGE STONE. 0. LL ISTURE RES WERE SEEE. ESIGNE Y: TE: MRK ESRIPTION U.S. RMY ORPS OF ENGINEERS KNM SOLIITTION NO.: W N Y: K Y: ROK ISLN ISTRIT ROK ISLN, ILLINOIS MISSISSIPPI RIVER SPILLW Y PROJET OE: PLOT SLE:PLOT TE: TYPIL SETIONS I (203 FLOO REOVERY) -20 FILE NME: _-20xxx.dgn
ESIGNE Y: TE: MRK ESRIPTION W N Y: K Y: PLOT SLE:PLOT TE: FILE NME: SOLIITTION NO.: 2+00 PROJET OE: I POE N 2352.8 E 295.3 PO +00 0+00 39+00 E 29833.96 38+00 N 2360.33 37+00 36+00 35+00 3+00 33+00 32+00 3+00 30+00 3+00 32+00 33+00 3+00 35+00 36+00 37+00 38+00 39+00 0+00 +00 2+00 c:\pw_working\mvr\b5eddlh\d032060\_-202xxx.dgn $TE$ 5E ::22 M PLN N PROFILE U.S. RMY ORPS OF ENGINEERS ROK ISLN ISTRIT ROK ISLN, ILLINOIS KNM _-202xxx.dgn 0 60 SLE : "=80-0" 80 LY P (STGE I) 55 0 60 SLE : "=80-0" 80 55 IOW RIVER SPILLW Y (STGE I) -202 H:V 5H:V H:V H:V H:V H:V 5H:V 5H:V 5H:V 5H:V 5H:V 5H:V N IOW RIVER SPILLWY PLN (STGE I) ESIGN GRE IOW RIVER SPILLWY (STGE I) EL..2 IOW RIVER SPILLWY PROFILE (STGE I)
ONSTRUTION WORK LIMITS 20 200 THIKNESS SHLL E THE GRETER OF 8" OR LOK THIKNESS 535 EXISTING GROUNLINE SEE NOTE 5 3 5 RIVER SIE EL. 535.0 8 9" 2" EL..2 L 5 EL..0 OMPTE FILL GEO-TEXTILE FRI SEE NOTE 3 LN SIE EXISTING GROUNLINE PPROX..75" THIK RTIULTE ONRETE LOK () REVETMENT 30 SEE NOTE 0 RUSHE STONE T SILL 3 LYER OF 00L RIPRP ON EING STONE 5 EL. 539.2 9" EING STONE E 535 SEE NOTE 5 ONSTRUTION JOINT -" 2 # RTIULTE ONRETE LOK () REVETMENT ONNET RTIULTE ONRETE LOK () TO UTOFF WLL ORING TO LOK MNUFTURER INSTRUTIONS 530 LYER OF 00 L RIPRP OVER EING STONE REINFORE ONRETE UTOFF WLL RINGE STONE SEE NOTE 2 530 8" # @ 2" O.. SPILLWY TYPIL SETION ST. 3+ TO 2+ (STGE I) NO SLE SPILLWY TYPIL SETION ST. 2+ (STGE I) NO SLE RIPRP 525 535 530 525-00 -00 " TOPSOIL, SEE FERTILIZE N MULH EXISTING GROUNLINE SEE NOTE 5 3-75 -50-25 0 25 50 75 00-75 5 EL. 535.0 20 200 RIVER SIE 3 9" 2" LYER OF 00 L RIPRP OVER EING STONE -50 EL..2-25 EL..0 ONSTRUTION WORK LIMITS REINFORE ONRETE UTOFF WLL RTIULTE ONRETE LOK () REVETMENT L 0 5 EL..0 EXISTING GROUNLINE OMPTE FILL GEO-TEXTILE FRI SEE NOTE 3 PPROX..75" THIK RTIULTE ONRETE LOK () REVETMENT 25 RIPRP LN SIE SEE NOTE 30 0 RINGE STONE SEE NOTE 2 50 RUSHE STONE T SILL 3 LYER OF 00L RIPRP ON EING STONE 75 5 9" EING EL. 539. STONE E 00 525 535 530 525 RTIULTE ONRETE LOK () REVETMENT -0" NOTES: 3" REINFORE ONRETE WLL 3" -0" MIN. 3 # 3" # @ 2" O.. ETIL FOR UTOFF WLL 3" # @ 2" O... LEVEE STTIONING HS HNGE SINE STGE I UE TO MULTIPLE LEVEE REPIRS. 2. GGREGTE EING IS 9" THIK UNER RIPRP ON RIVER SIE OF SPILLWY, GGREGTE RINGE LYER IS 6" UNER THE RTIULTE ONRETE LOK (), OR S REOMMENE Y THE MNUFTURER, N 9" THIK UNER RIPRP TIE-IN ON REFUGE SIE OF SPILLWY. 3. GEOTEXTILE FRI PLE OVE N ELOW RINGE STONE ENETH RTIULTE ONRETE LOK () REVETMENT.. FOR ETIL THIS SHEET, ONSTRUTION JOINTS IN WLL RE EPTLE IF THE REINFOREMENT IS ONTINUOUS THROUGH THE JOINT. EXPNSION JOINTS RE NOT NEESSRY. 5. LL EXPOSE EGES OF UTOFF WLL SHLL HVE 3#" Y 3#" HMFER. 6. EGRE EXISTING LEVEE SETION N USE S ORROW FOR NEW SPILLWY SETION. 7. URING GRING OF SPILLWY SETION, ERTHEN MTERIL WS THOROUGHLY MIXE. -0" ESIGNE Y: TE: MRK ESRIPTION KNM U.S. RMY ORPS OF ENGINEERS SOLIITTION NO.: W N Y: K Y: ROK ISLN ISTRIT ROK ISLN, ILLINOIS PROJET OE: PLOT SLE:PLOT TE: FILE NME: _-203xxx.dgn c:\pw_working\mvr\b5eddlh\d032060\_-203xxx.dgn $TE$ 9:7:2 M 5E 9" GGREGTE EING STONE LYER GEO-TEXTILE FRI 6" GGREGTE RINGE STONE LYER, OR S REOMMENE Y MNUFTURER 3-0" -0" 9" GGREGTE RINGE STONE LYER 6" GGREGTE RINGE STONE LYER, OR S REOMMENE Y MNUFTURER RIP RP SIE SLOPE TIE IN (STGE I) 2... TO RIP RP TIE IN (STGE I) 3... TO GRVEL RO TIE IN (STGE I) I NO SLE NO SLE NO SLE -203 3 GEO-TEXTILE FRI 8" GRNULR RO SURFE (SEE ETIL ON SHEET 303) 8. EXESS ERTHEN MTERIL EXVTE FROM SPILLWY GRING (EXLUING 3" STRIP LYER) WS USE FOR LEVEE ONSTRUTION OF LEVEE SETIONS IMMEITELY JENT TO THE SPILLWY EN SETIONS. IOW RIVER SPILLW Y TYPIL SETIONS (STGE I)
c:\pw_working\mvr\b5eddlh\d032060\_-20xxx.dgn $TE$ 5E 9:7:7 M RIPRP GEOTEXTILE FRI " TOPSOIL, SEE, FERTILIZE & MULH GEOTEXTILE FRI RTIULTE ONRETE LOK REVETMENT GGREGTE EING 3-0" RIPRP SETION @ SIE SLOPE RIPRP PROTETION (STGE I) UTOFF WLL ETIL (STGE I) 3 - # RS -0" LP -0" (MIN) # OWELS @ 2" O.. 5-0" # @ 2" O.., E.W. 8" LOK THIKNESS RTIULTE ONRETE LOK () GRETER OF 8" OR MFGR. INSTRUTIONS THIKNESS SHLL E -" WLL ORING TO LOK ONNET TO UTOFF SETION @ SIE SLOPE LOK TERMINTION (STGE I) 3-0" I -20 SPILLW Y TRNSITION TYPIL SETIONS (STGE I) ESIGNE Y: TE: MRK ESRIPTION U.S. RMY ORPS OF ENGINEERS KNM ROK ISLN ISTRIT W N Y: K Y: SOLIITTION NO.: ROK ISLN, ILLINOIS PLOT SLE:PLOT TE: PROJET OE: FILE NME: _-20xxx.dgn
c:\pw_working\mvr\b5eddlh\d032060\_-205xxx.dgn $TE$ 5E 9:7:2 M 56+00 57+00 52+00 55 53+00 5+00 55+00 58+00 59+00 60+00 IOW RIVER SPILLWY PLN (203 FLOO REOVERY) SLE : "=80-0" 0 80 60 ESIGN GRE LY P (STGE I) IOW RIVER SPILLWY (203 FLOO REOVERY) 52+00 53+00 5+00 55+00 56+00 57+00 58+00 59+00 60+00 IOW RIVER SPILLWY PROFILE (203 FLOO REOVERY) SLE : "=80-0" 0 80 60 0 H:V 5H:V 2 H:V 5H:V 5H:V 5H:V ESIGN GRE TOP OF SPILLWY EL..5 0 N 55 I ESIGNE Y: TE: MRK ESRIPTION U.S. RMY ORPS OF ENGINEERS KNM ROK ISLN ISTRIT W N Y: K Y: SOLIITTION NO.: ROK ISLN, ILLINOIS PLOT SLE:PLOT TE: PROJET OE: FILE NME: 6+00-205 IOW RIVER SPILLW Y PLN N PROFILE (203 FLOO REOVERY) _-205xxx.dgn
GENERL SHEET NOTES. SPILLWY ONSTRUTION WS OMPLISHE IN THE RY. 2. ONTRTOR LERE N GRUE SPILLWY RE. MTERILS WERE PLE ON THE LN SIE OF THE LEVEE IN RES JENT TO THE SPILLWY UT NO LOSER THN 5 FEET FROM THE LEVEE TOE. 3. VEGETTION WS STRIPPE TO EPTH OF 3 INHES. STRIPPE MTERIL WS REUSE S TOPSOIL ON THE LY LEVEE REPIR TO MX EPTH OF 6 INHES. EXESS MTERIL WS ISPOSE OF Y SPREING LONG LN SIE LEVEE TOE.. EXVTE LEVEE TO THE ELEVTIONS N SLOPES SHOWN ON THE TYPIL SETIONS S NEEE. 5. PREPRE THE SUGRE N PRTIL FILL SURFES. 6. URING GRING, ERTHEN MTERIL WS THOROUGHLY MIXE S SPEIFIE. 7. FILL WS PLE N OMPTE. c:\pw_working\mvr\b5eddlh\d032060\_-206xxx.dgn $TE$ 9:7:3 M 5E EL. 538.0 5 KEY INTO EXISTING GROUN 0 EXVTE RIVER SIE ONRETE RIPRP EL..5 2 2" RIPRP 3 0" EING FILL EXISTING GROUN EXISTING GROUN WS OVE N ELOW PROPOSE GRE FOR NEW SPILLWY. SLE : "=-0" 0 2 GEOTEXTILE FRI 6" RINGE STONE IOW RIVER SPILLWY TYPIL SETION (203 FLOO REOVERY) LN SIE 5 EL. 537.0 8. RIVER SIE SLOPE (ONSTRUTE TO THE SLOPES N GRES SHOWN):. PLE EING.. PLE RIPRP. 9. ONSTRUTION (ONSTRUTE TO THE SLOPES N GRES SHOWN):. PLE GEOTEXTILE FRI.. PLE, OMPT N FINISH RINGE STONE.. PLE.. FILLE VOIS WITH RINGE STONE. 0. LL ISTURE RES WERE SEEE. ESIGNE Y: TE: MRK ESRIPTION U.S. RMY ORPS OF ENGINEERS KNM SOLIITTION NO.: W N Y: K Y: ROK ISLN ISTRIT ROK ISLN, ILLINOIS IOW RIVER SPILLW Y PROJET OE: PLOT SLE:PLOT TE: TYPIL SETION I -206 FILE NME: (203 FLOO REOVERY) _-206xxx.dgn
c:\pw_working\mvr\b5eddlh\d032060\_-207xxx.dgn $TE$ 5E 9:7:39 M 2" RIPRP 3 SPILLWY TRNSITION 5 (MX.) 0" EING SLE : "=3-0" 0 3 SPILLWY TRNSITION RIPRP EXISTING LEVEE 5 (MX.) GEOTEXTILE FRI 6" RINGE STONE 6" RINGE STONE GEOTEXTILE FRI SLE : "=3-0" 0 3 0" RIPRP SIE SLOPE TIE-IN (203 FLOO REOVERY) TIE-IN TO LEVEE (203 FLOO REOVERY) EXISTING LEVEE GEOTEXTILE FRI 6" RINGE STONE 2" RIPRP LN SIE EXISTING JENT LEVEE EXISTING GROUN RIVER SIE ONRETE RIPRP 0" EING NO FLTTER THN 2H:V 2 6" RINGE STONE RIPRP SLE : "=3-0" 0 3 GEOTEXTILE FRI 6" RINGE STONE SLE : "=3-0" 0 3-207 IOW RIVER SPILLW Y TYPIL SETIONS (203 FLOO REOVERY) U.S. RMY ORPS OF ENGINEERS ROK ISLN ISTRIT ROK ISLN, ILLINOIS KNM TO RIPRP TIE-IN LN SIE (203 FLOO REOVERY) TO RIPRP TIE-IN SPILLWY (203 FLOO REOVERY) I ESIGNE Y: TE: MRK ESRIPTION W N Y: K Y: PLOT SLE:PLOT TE: FILE NME: SOLIITTION NO.: PROJET OE: _-207xxx.dgn
c:\pw_working\mvr\b5eddlh\d032060\_-208xxx.dgn $TE$ 5E 9:7: M 2% 2% 2 2 30" 00 L RIPRP 2 EXISTING GROUN EL. 53.0 GEOTEXTILE IOW OT GRTION PPROX. 3 ROWY SETION (STGE I) SLE : "=-0" 0 8 3 SLE : NO SLE GRVEL RO TYPIL SETION (STGE I) ST. 30+00 TO ST. 93+00 ST. 39+00 TO ST. 3+00 RUSHE GGREGTE RO TYPIL SETION (STGE I) RUSHE GGREGTE RO TYPIL SETION (STGE I) 3 SLE : NO SLE SLE : NO SLE 2% 2 UPSTREM OF LOK N M 7 20 OWNSTREM OF LOK N M 7 OMPTE SUSE 8" OMPTE GRVEL GRNULR SURFING NEW " RUSHE GGREGRTE REFUGE SIE LEVEE SIE 20 REFUGE SIE LEVEE SIE 20 EXISTING GRVEL RO NEW 0" THIK RUSHE GGREGRTE EXISTING SUSE NEW SUGRE EXSITING GROUN REFUGE SIE LEVEE SIE I -208 SPILLW Y RO TYPIL SETIONS (STGE I N STGE I) ESIGNE Y: TE: MRK ESRIPTION U.S. RMY ORPS OF ENGINEERS KNM ROK ISLN ISTRIT W N Y: K Y: SOLIITTION NO.: ROK ISLN, ILLINOIS PLOT SLE:PLOT TE: PROJET OE: FILE NME: _-208xxx.dgn