W912EK18B0005_PLAN_SET_DWGS.pdf

26Jun18

MACK.THOMAS.E.1230411235

2018.06.25 11:33:31 -05'00'

LANDWEHR.KEVIN.J.1230550367

Digitally signed by LANDWEHR.KEVIN.J.1230550367 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=LANDWEHR.KEVIN.J.1230550367 Date: 2018.06.25 15:52:42 -05'00'

STEWART.MATTHEW.E.1231228442

Digitally signed by STEWART.MATTHEW.E.1231228442 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=STEWART.MATTHEW.E.1231228442 Date: 2018.06.26 09:43:57 -05'00'

Digitally signed by MOTT.RONALD.L.1231238138 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=MOTT.RONALD.L.1231238138 Date: 2018.06.26 10:20:15 -05'00'

PERK.ROGER.A.1231360758

c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=PERK.ROGER.A.1231360758

2018.06.26 14:55:50 -05'00'

HAMILTON.DENNIS.W.123

1227810

Digitally signed by HAMILTON.DENNIS.W.1231227810 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=HAMILTON.DENNIS.W.1231227810 Date: 2018.06.27 08:05:25 -05'00'

I 2 I

INDEX

D Sheet Id Sheet Title

GENERAL

G-001 COVERSHEET

G-002 INDEX OF DRAWINGS AND GENERAL NOTES

G-003 LEGEND AND ABBREVIA TlONS

SURVEY

I V-10 1 I PLAN SURVEY CONTROL

CIVIL -

C-101 SITE PLAN

C-102 PLAN REPAIR AREA 1 STA. 325 .. 00 TO STA. 333+ 75

C-103 PLAN REPAIR AREA 2 STA. 338 .. 60 TO STA. 347+20

C-104 PLAN REPAIR AREA 3 STA. 1818+98 TO STA. 188+60

C-301 TYPICAL SECTION REPAIR AREA

C-302 CROSS SECTIONS REPAIR AREA 1

C-303 CROSS SECTIONS REPAIR AREA 1

c C-304 CROSS SECTIONS REPAIR AREA 2

C-305 CROSS SECTIONS REPAIR AREA 2

B i

I, ~ A

I ;;

s~

J!

&@ INDEX OF DRAWINGS

SCWE:NT8 !1 Ill

I I

3 4 I 5

GENERAL NOTES

1. THE GREGORY DRAINAGE AND LEVEE DISlRICT IS LOCATED IN CLARK AND LEWIS COUNTIES, MISSOURI. lHE REPAIR AREAS ARE

LOCATED IN CLARK COUN"TY.

2. AERIAL PHOTOGRAPHY WAS FLOWN IN 2010.

3. STAGING AREAS NOT IDENTIFIED. STAGING AREAS SHAU. BE COORDINATED WITH THE DRAINAGE DISTRICT TH ROUGH THE ~ CONlRACTINO OFFICER CONTRACTOR PARKINO 18 AVAILABLE ALONO THE EXISTING ROAD ADJACENT TO 1HE LANDSIDE I LEVEE TOE FROM APPROXIMATE STA 171-tDO TO STA 190+00 ANO FROM APPROXIMATE STA 303+<10 TO STA 3121-00. t"'t-+-+-i~-+-+-t

4. THE REPAIR AREAS 1 AND 2 ARE LOCATED ON THE RIVERSIDE OF THE GREOORY LEVEE ALONO THE MISSISSIPPI RIVER BETWEEN APPROXIMATE RIVER MILES 352 AND 352.5. REPAIR AREA 3 IS LOCATED ON THE EXTERIOR SIDE OF THE GREOORY LEVEE ALONO

THE DRAINAGE DITCH.

5. SEE SPECIFICATIONS FOR HYDRAULIC DATA FOR lliE MISSISSIPPI RIVER. HYDRAULIC DATA CAN BE OBTAINED FROM THE GREGORY

LANDING, MO GAGE.

8. CONlRACTOR SHAU.. FIELD VERIFY ELEVATIONS ANO ACCESS REQUIREMENTS. SURVEY DATA SHOWN FOR REPAIR AREAS 1 AND 2

WAS ACQUIRED IN APRIL 2018.

7. STAKE THE REPAIR AREAS FOR THE CONTRACTING OFRCER'S APPROVAL PRIOR TO COMMENCING WORK.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SURVEYS OF REPAIR AREAS, SEE SPECIFICATIONS.

9. NO TREES SHAU. BE REMOVED WmiOUT PRIOR APPROVAL OF THE CONTRACTING OFFICER.

10. lHE CONTRACTOR SHAU. BE RESPONSIBLE FOR REPAIR! REPLACEMENT OF ANY ROADWAYS DAMAGED DUE TO CONSTIRUCTION

ACTMTIES. ~

11. REPAIR AREAS 1 AND 2 SHALL BE CONSTRUCTED PRIOR TO REPAIR AREA 3. I

d h p i

Iii H-1 ii n J ii ~! i::ll

II!

w ~ t; !II ~~i I!; cs~

1ss <Ii u ~ 1 m ~i~ z .. r ~ ~ I ~ w8 ~

I~~ i i .. ~ ~ ~ Ill

111 n i i u ~ r ~e ~o .. 1

I

1 I 2 I 3 4 I 5 w 0 8M BENCHMARK Ul...,.Caips flfEna~•

A

BORING LOCATION APPROX APPROXIMAlE

I ALT ALlERNATE

ALUM ALUMINUM

BREAKLINE AVE AVENUE ~ D AVG AVERAGE

B

BM BENCHMARK

--------- CENTERLINE c

CL CENTER LINE

CMP CORRUGATED METAL PIPE

---------- WORK LIMITS CONC CONCRETE

D

D DEPTH

SECTIONUNE

DIA DIAMElER --------- E -- EL ELEVATION ._

F .. ,,_, .. _ .. ,_,,,_ EDGE OF WATER FT FEET/FOOT

0 ~

GALV GALVANIZED I CONTROL POINT " HORJZ HORIZONTAL

HWY HIGHWAY

............................... EXISTING GROUND

I

INV INVERT

M

A A MAX MAXIMUM

c v v EXISTING LEVEE MIN MINIMUM

MSL MEAN SEA LEVEL

N ..... ,,,.,-... ............ , ........ ,..,,,. BERM NO NUMBER

NTS NOTTO SCALE

p

Pl POINT OF INTERCEPTION l"'rf"' FIU.

POB POINT OF !BEGINNING ~ POE POINT OF IEND

POT POINT OF TANGENCY

~ FLOWARRCYN R

- FLOW R RADIUS

h -RCP REINFORCED CONCRElE PIPE i 111

® INTERSTATE HIGHWAY RD ROAD

d RM RIVERMILE p n I N

RR RAILROAD

C) NORTH INDICATOR

s i ST STREET

STA STATION ~

~ u T Iii H-1 ii

11111111111111 RAILROAD TYP TYPICAL n J ii r u

UTIL UTILITY ~! ~e ~o B i::ll .. 1 RIPRAP v II! cg):f2l VERT VERTICAL w x ~ t; !II

RIVERMILE

YD YARD ~~li!

x I!; cs~

XSECT CROSS SECTION

SLOPE

1ss <Ii

@ STATE HIGHWAY :;;

g US HIGHWAY u ~ (I) iii ~ • ~ WATER LEVEL ~ I, EL600.0 ~r ID !81 ~

I~~

A c

I z i ~ w s~ Ill

Ji a @ LEGEND ~ ,~

SCWE:NT8

~1 Ill I I I

D c

B 1325688.42

08-300-208 1325827.81 1924857.36 495.82

08-300-213 1324534.13 1924824.&4 502.77

08-300-212 1323469.18 1924722.0!5 500.44

08-300-218 1321521.51 1925617.06 497.38

08-31)()..,215 1320827 .84 1925849.91 488.82

1320825.40 1925937.14 500.00

1319447.60 1925920.SS 498.86

08-300-120 1303342.54 1922229.02 485.22

1302114.12 1921148.37 484.53

08-300-1812 1295433.40 1920913.23 494..48

08-300-1817 1292287.09 1920135.10 494A7

SHEET NOTES

1. PROJECT DAllJM HORIZONTAL: NAD83 (CONUS) IU.INOIS WEST - 1202. VERllCAL DATUM: MSL 1912.

UNITS ARE U.S. SURVEY FEET.

2. THE HISTORIC VERTlCAL DAlUM CONVERSION FROM

MSL1912 TO NAVD88 IS TO SUBTRACT 0.60 FEET. AT CONTROL

POINTS 08-30().,215 AND 08-300-218 THE CORRECTION FROM

MSL 1912 TO NAVD88 IS TO SUBTRACT 0.7ll FEET BASED ON

LEVELING.

3. LAST PROJECT CONTROL SURVEY COMPLETED IN FALL

OF2008.

4. RECORDS INDICATE THAT THERE ARE TWO SETS OF

HORIZONTAL CONTROL MONUMENTATION FOR THE GREGORY

DRAINAGE AND LEVEE DISTRICT, AN ORIGINAL TRAVERSE LINE

ROUGHLY PARALLEL AND APPROX 13 TO 14 FEET RIVERWARD

FROM THE CENTERLINE MONUMENTS WHICH WERE BRASS

CAPS SET ON 3' PIPE.

POT AT STA200+<10FOUND1112" GALV. PIPE

496.22 Pl STA208+81.1FOUND314"1RON PIN

502.17 POT STA 221+00 FOUND 518' REBAR

499.84 POT STA 231+50 FOUND 518' REBAR

498.se Pl STA 255+14.0 FOUND 314" IRON PIN

498.03 Pl STA 282+20A FOUND 314" IRON PIN

499.40 Pl STA 282+20A FOUND 'r PIPE Willi BRASS CAP

498.26 Pl STA 276+97.9 FOUND 314" IRON PIN

494.62 Pl STA 452+65.0 FOUND 314" IRON PIN

463.93 FOUND REBAR AT 110TH STREET

493.88 POT STA 534+97 FOUND 518' REBAR

493.87 Pl STA 588+118..1 FOUND 3.14" IRON PIN

HT

fiiif.11 llililll

GENERAL SHEET NOTES

1. ACCESS TO RE.PAIR AREAS ~L BE BY RIVER AND/OR LAND.

2. LAND ACCESS TO REPAIR AREAS 1 AND 2 SHAU. BE BY

COUNTY ROAD F AND EXISTING ROAD RAMP AT STA. 303+66.

3. LAND ACCESS TO REPAIR AREA 3 SHALL BE BY COUNTY

ROADS F AND P AND EXISTING ROAD RAMP AT STA. 170+35.

CONSTRUCT TEMPORARY RAMP TO ACCESS TOP OF LEVEE

FROM EXISTING ROAD AND RESTORE TO PRE.coNBlRUCTION CONDmON FOU.OWING OOMPLETION OF WORK.

4. LAND ACCESS TO THE REPAIR AREAS WILL REQUIRE

TRAVERSING THE EXISTING SAND LEVEE. DAMAGE TO THE

LEVEE CAUSED BY CONSTRUCTION ACTMTIES SHAU. BE

MINIMIZED AND REPAIRED PRIOR TO PROJECT COMPU::TION,

AT THE CONTRACTOR'S EXPENSE.

5. REPAIR AREAS 1 AND 2 ALSO ACCESSIBLE BY FLOATING

PLANT. REFER TO CROSS SECTIONS ON SHEETS c-3()2 TO

C-306 FOR EXISTING GROUND ELEVATIONS AND THE

SPECIFICATIONS FOR HYDRAULIC DATA NAVIGATION SHAU.

NOT BE ADVERSELY IMPACTED.

B

WORK LIMITS '\

EXISTING LEVEE TOE~

EXISTING LEVEE

CENTERLINE

INSTALL RIPRAP KEY

STA C>+-00 TO STA 0+20

SEE C4 ON SHEET C-301

PLACE RIPRAP

SEE A1 ON SHEET C-301

4 5

GENERAL SHEET NOTES

1. CONTRACTOR SHALL REMOVE DEBRIS, CLEAR AND GRUB

THE SITE WITHIN THE LIMITS OF STONE PLACEMENT

SHOWN. CLEAR ONLY TREES APPROVED FOR REMOVAL

BY THE CONTRACTING OFFICER. DEBRIS, CLEARED AND

GRUBBED MATERIALS SHALL BE PROPERLY DISPOSED OFF

SITE AT THE CONTRACTOR'S RESPONSIBILITY.

2. STATIONING IS APPROXIMATE. STAKE THE REPAIR AREAS

FOR CONTRACTING OFFICER'S APPROVAL.

3. EXISTING TREE WITH EAGLE'S NEST LOCATED NEAR TOP OF

BANK. PLACE RIPRAP TO BASE OF TREE.

lf.iiiffll ue AmroJ Corpo otEnglnMn• c

B

INSTALL RIPRAP KEY

STA. 0 .. 00 TO STA. 0 .. 20

SEE C4 ON SHEET C-301

TIE IN TO EXISTING RIPRAP

EXISTING RIPRAP

2001 REPAIR

GENERAL SHEET NOTES

1. CONTRACTOR SHALL REMOVE DEBRIS, CLEAR AND GRUB

THE SITE WITHIN THE LIMITS OF STONE PLACEMENT

SHOWN. CLEAR ONLY TREES APPROVED FOR REMOVAL

BY THE CONTRACTING OFFICER. DEBRIS, CLEARED AND

GRUBBED MATERIALS SHALL BE PROPERLY DISPOSED OFF

SITE AT THE CONTRACTOR'S RESPONSIBILITY.

2. STATIONING IS APPROXIMATE. STAKE THE REPAIR AREAS

FOR CONTRACTING OFFICER'S APPROVAL.

lf.iiiffll

B

WORK LIMITS

WATER'S EDGE

3 4 5

GENERAL SHEET NOTES

1. CONTRACTOR SHALL REMOVE DEBRIS WITHIN TliE LIMITS OF STONE Pl.ACEMENT SHOWN. DEBRIS SHALL BE PROPERLY DISPOSED OFF SITE AT n!E CONTRACTOR'S RESPONSIBILITY.

2. STATIONING IS APPROXIMAlE. STAKE lHE REPAIR AREAS

FOR CONTRACTING OFFICER'S APPROVAL.

fiiif.11 llililll

B

DRAINAGE DITCH

MISSISSIPPI RIVER

EL: 480.8

Ul w

----- •• --.---· •• ---\.__EXISTING GROUND

10'

3 ..

1~····

........................... ·•• ~EXISTINGGROUND

TOP OF BANK

EL: 500.5±

EXISTING LEVEE

CENTERLINE

I

··············1···············

LANDSIDE

MISSISSIPPI RIVER I DRAINAGE DITCH

GENERAL SHEET NOTES

1. THE CONTRACTOR SHALL SHAPE THE LEVEE FOLLOWING SITE

PREPARATION AND PLACE STONE AS SHOWN. RIPRAP

PLACEMENT WILL BE REQUIRED IN WET AND DRY CONDITIONS

BASED ON RIVER LEVEL FLUCTUATIONS.

lf.iiiffll ue AmroJ Corpo otEnglnMn•

2. WATER ELEVATION SHOWN FOR THE MISSISSIPPI RIVER ~

CORRESPONDS TO MEDIAN ANNUAL WATER LEVEL, WHICH IS <

THE 50% ANNUAL EXCEEDANCE DURATION ELEVATION. P+-+-+-+-+-+-i--t REFER TO RiverGeges.com FOR DAILY STAGE DATA AT ~ GREGORY LANDING GAGE. c

••. ··········/\_EXISTING

·• GROUND

TIE RIPRAP INTO EXISTING

GROUND TO PROVIDE A

SMOOTH TRANSITION

~U)[tm' ~~~~~ I .

KEY RIPRAP INTO

BANK SLOPE

LANDSIDE

@) ~:,~~AL PLAN RIPRA~ KE":cr

3 -- 1 r-::-:-------

EL: 499.1:t

EXISTING LEVEE CENTERLINE

I ---------1 ·----------

LANDS I DE

Sheet

ID

C-301

510 >--::::: -505 :::::

>-- , 495

::::: I , , -->-- ,, 480 - .t--·- ::::: , , FILL: 121 i4 SQ FT - ---

470 c

Bl I I I I I I I I I I I I I I I I I I I I I I I I I I I I 2-+00 I

·100 -75 -50 -25 0 25 50 75

EXISTING GROUND~ - -- - • - -.--

5' I ,,,"' I ~ ___ 1.-::._

10'

485 + +

B

480 , + +

1 _ 7 ~_-:___, ----------'l t

I-475

I-470

FILL: 138.5 SQ FT

1+00

·100 -75 -50 -25 0 25 50 75

---- , .. !_______ ~ r r

... ---=--:i- - - ...... - - - - -r=------...--=---;''', .. - - - - - - - -

+ + 490

475 0+00

·100 -75 -50 -25 0 25 50 75

CROSS SECTION REPAIR AREA 1

- 510 485 = -

= 505 480

- 500 475

495 470 -= - 490 465 = -

= 485

- 480

475 510 -= - 470 505 = -

- 465 500

I E 460 495

100 490

510 480

505 475

500 470

495 465

490 460

475 510

470 505

465 500

460 495

100 490

495 480

490 475

485 470

4130 485

475 480

-100 -75 -00 -25 0

50 75 100

-i-~~~--ii--~~~-t-~~~-;-,.-~~-,.~r-~~~-i-~~~--ii--~~~-t-~~~-;-

-100 -75 -00

-100 -75 -00

-25

, , 4 ----- ·' .. ---

-25

4+00

0 25 50 75 100

3+00

0 25 50 75 100 ue AmroJ Corpo otEnglnMn•

Vi b z~ ~ ~w ~ ~o., z_

:&a< Qi'll "' g"' l:im:

~!al w <( rt.I II:

~~i§ rt.I c ~ D. m:W

~~oit um:

0 ~ CJ w

"' CJ

Sheet

ID

C-302

D 505 c

B

---+~~~+-~~~+-~~~+-~~~t-~....,..,,.,..-~--~------~~-+-~~~+-~~~+-

-100 -75

-100 -75

-100 -75

-50

___ I __ ,_, -50

-50

-25

I -25

-25

I , 0 25

EXISTING GROUND

7+00 t

FILL: 111.0SQ FT

50 75 100

FILL: 97.0 SQ FT

50 75 100

FILL: 58.4 SQ FT

50 75 100

3 4

500 505

495 500

490 495

485 490

480 485

475 480

470 475

465 470

460 465

-100 -75 -60 -25

0 25 50 75

D 490

-100 -75 c 505

475 ---

-100 -75

B

-100 -75

-50

-50

-50

-25

-25

-25

2 3

505 505

500 500

495 495

490 490

485 485

480 480

475 475

470 470

FILL: 142.9 SQ FT

465 465

2-+-00 480 460

0 25 50 75 100

510 505

505 500

EXISTING GROUND

500 495

495 490

490 485

485 480

480 475

475 470

FILL: 118.5SQFT

470 465

465 480

0 25 50 75 100 455

500 505

495 500

--- 490 495 , 485 490

480 485

475 480

470 475

FILL: 83.5 SQ FT

465 470

0-+-00 480 485

0 25 50 75 100

-100

-100

-100

-75

-75

-75

-QO

-QO

-25

-25

-25

5+00

4+00

3+00

50 75

50 75

50 75

I 6, D c

B

~A

-100

-100

-75

-75 l -50

-50

-25

5'

10' I'""' I

-25 t- + t- + t- + t- + + t- t- + t t-

FILL: 40.6 SQ FT

t- t- +

0 25 50 75 100

EXISTING GROUND\ ,_,.------· +

FILL: 111.BSQ FT

7-+00

0 25 50 75 100

-t-~t------+~-__ bA--- ~-+--~+-~r-----+-

FILL: 57.0 SQ FT

&+-00

-100 -75 -50 -25 0 25 50 75 100

505 500

500 495

495 490

490 485

485 480

480 475

475 470

470 465

485 480

-100 -75 -QO

8+56

-25 0

25 50

75 100 ue AmroJ Corpo otEnglnMn•

1~ 1;

~ Sheet f~3 @ ~~~!S SECTION REPAIR '!REA~. C-JOS ~;L..:=---~~~~~~~~---~~~~~~~~~~---~~~~~~~~~~--~~~~~~~~~---~~~~~~~~~~...C:=====..i

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