W912EK23B0001 Drawings - VOL 104 - MCLD_MDL_CHANNEL.pdf

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IOWA RIVER BASIN

CEDAR RIVER

CEDAR RAPIDS, IA

CEDAR RAPIDS FLOOD RISK MANAGEMENT PROJECT

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Solicitation:

Contract:

APPROVAL RECOMMENDED BY:

of Engineers

US Army Corps

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®of Engineers

US Army Corps of Engineers

US Army Corps

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GEOTECHNICAL BRANCHCHIEF,

DESIGN BRANCHCHIEF,

TECHNICAL SERVICES BRANCHCHIEF,

ENGINEERING & CONSTRUCTION DIVISIONCHIEF,

HYDROLOGY & HYDRAULICS BRANCHCHIEF, OF ALL DRAWINGS IN THIS SET.

SIGNATURES INDICATE OFFICIAL RECOMMENDATION

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

DOCUMENTS WITHIN THE SCOPE OF THEIR

INDIVIDUALS APPEAR ON THESE PROJECT

SIGNATURES AND REGISTRATION DESIGNATIONS OF

DISTRICT CORPS OF ENGINEERS. THE INITIALS OR

THIS PROJECT WAS DESIGNED BY THE ROCK ISLAND

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CEDAR RAPIDS FLOOD RISK MANAGEMENT PROJECT

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CITY OF CEDAR RAPIDS

DATEFLOOD CONTROL PROGRAM MANAGER

FOR USACE SOLICITATION.

THIS ENGINEERING DOCUMENT IS RECOMMENDED

CITY OF CEDAR RAPIDS

DATE

FOR USACE SOLICITATION.

THIS ENGINEERING DOCUMENT IS RECOMMENDED

CITY OF CEDAR RAPIDS

DATE

FOR USACE SOLICITATION.

THIS ENGINEERING DOCUMENT IS RECOMMENDED

CITY OF CEDAR RAPIDS

DATE

FOR USACE SOLICITATION.

THIS ENGINEERING DOCUMENT IS RECOMMENDED

CITY ENGINEER UTILITIES DEPARTMENT

TRAFFIC ENGINEER

Solicitation:

Contract:

of Engineers

US Army Corps

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DATEFLOOD CONTROL PROGRAM MANAGER

FOR USACE SOLICITATION.

THIS ENGINEERING DOCUMENT IS RECOMMENDED

CITY OF CEDAR RAPIDS

DATE

FOR USACE SOLICITATION.

THIS ENGINEERING DOCUMENT IS RECOMMENDED

CITY OF CEDAR RAPIDS

DATE

FOR USACE SOLICITATION.

THIS ENGINEERING DOCUMENT IS RECOMMENDED

CITY OF CEDAR RAPIDS

DATE

FOR USACE SOLICITATION.

THIS ENGINEERING DOCUMENT IS RECOMMENDED

CITY ENGINEER UTILITIES DEPARTMENT

TRAFFIC ENGINEER

AUGUST 2023

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CROSS SECTIONS CHANNEL MIDDLE REACHC-304

CROSS SECTIONS CHANNEL MIDDLE REACHC-303

CROSS SECTIONS CHANNEL MIDDLE REACHC-302

TYPICAL SECTIONS CHANNEL MIDDLE REACHC-301

PLAN CHANNEL MIDDLE REACH STA 14+33.91B TO STA 16+00BC-107

PLAN AND PROFILE CHANNEL MIDDLE REACH STA 22+00C TO STA 24+27.60CC-106

PLAN AND PROFILE CHANNEL MIDDLE REACH STA 17+00C TO STA 22+00CC-105

PLAN AND PROFILE CHANNEL MIDDLE REACH STA 14+62.71C TO 17+00CC-104

PLAN BASELINE AND CHANNEL HORIZONTAL CONTROL POINTSC-103

PLAN DEMOLITIONC-102

SITE PLANC-101

DIAGRAM BORING LOGSB-603

DIAGRAM BORING LOGSB-602

DIAGRAM BORING LOGSB-601

PLAN BORING LOCATIONSB-101

PLAN CONSTRUCTION WORK LIMITSV-102

PLAN SURVEY CONTROLV-101

LEGEND AND ABBREVIATIONSG-004

INDEX AND GENERAL NOTESG-003

CITY COVER SHEETG-002

COVER SHEETG-001

SHEET TITLESHEET ID

INDEX

GENERAL NOTES

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INDEX

IF DISCREPANCIES OCCUR.

(2020) ARE REFERENCED AS NEEDED. CONSULT THE C.O.

(2015), AND CEDAR RAPIDS SUPPLEMENTAL SPECIFICATIONS

DESIGN AND SPECIFICATIONS (SUDAS - 2019), IOWA DOT

AND DESIGN DETAILS FROM THE IOWA STATEWIDE URBAN

SPECIFICATIONS FORMAT. SUPPLEMENTAL SPECIFICATIONS

FEDERAL STANDARDS AND UTILIZES THE UFGS

20. THIS PROJECT WAS DESIGNED IN ACCORDANCE TO

SPECIFICATION SECTION 31 00 00.

19. CONTRACTOR SHALL SUBMIT STREAM DIVERSION PLAN PER

REQUEST.

AWARD OF CONTRACT FOLLOWING CONTRACTOR'S

WILL BE PROVIDED ELECTRONICALLY, VIA CADD FILE, UPON

18. CONSTRUCTION WORK LIMITS AND CENTERLINE ALIGNMENT

RESPONSIBILITY.

TO PROJECT COMPLETION AT THE CONTRACTOR'S

PRE-PROJECT CONDITIONS SHALL BE PERFORMED PRIOR

CONSTRUCTION ACTIVITY. REPAIR/REPLACEMENT TO

PAVEMENTS OR OTHER STRUCTURES DAMAGED DUE TO

REPAIR/REPLACEMENT OF ANY LEVEES, FLOODWALLS,

BE MINIMIZED. THE CONTRACTOR IS RESPONSIBLE FOR

FEATURES CAUSED BY CONSTRUCTION ACTIVITIES SHALL

17. DAMAGE TO NEARBY LEVEE, FLOODWALL, OR OTHER SITE

WORK LIMITS AND STAGING AREAS.

OTHER CONTRACTORS WITHIN THE CONSTRUCTION

16. CONTRACTOR SHALL COORDINATE OPERATIONS AFFECTING

ORDINANCES FOR THE PROJECT.

WITH ALL NATIONAL, STATE, AND LOCAL CODES AND

RESPONSIBLE FOR ADHERENCE TO AND COMPLIANCE

15. CONTRACTOR SHALL DETERMINE, COORDINATE, AND BE

01 57 19 FOR ENVIRONMENTAL RESTRICTIONS.

14. REFER TO SPECIFICATIONS SECTIONS 00 73 05 AND

REQUIRED PER APPROVED SWPPP.

OR OTHER EROSION PROTECTION MEASURES WHERE

13. CONTRACTOR SHALL INSTALL AND MAINTAIN SILT FENCES

ACCORDANCE WITH THE NPDES PERMIT AS SPECIFIED.

STORM WATER POLLUTION PREVENTION PLAN IN

12. THE CONTRACTOR SHALL PREPARE AND SUBMIT A

SECTION 01 57 19 PRIOR TO INITIATING CONSTRUCTION.

APPLICABLE PERMITS AS OUTLINED IN SPECIFICATION

11. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL

10. AERIAL PHOTOGRAPHY WAS TAKEN IN 2019.

HYDRAULIC DATA.

9. REFER TO SPECIFICATION SECTION 00 73 05 FOR

SEE SPECIFICATION SECTION 00 73 05.

WATER ACTION PLAN PRIOR TO INITIATING ANY WORK,

8. THE CONTRACTOR MUST SUBMIT FOR APPROVAL A HIGH

SHALL BE FIELD VERIFIED BY THE CONTRACTOR.

7. ALL DIMENSIONS AND ELEVATIONS SHOWN OR INDICATED

CONTRACTING OFFICER PRIOR TO INITIATING ANY WORK.

FIELD STAKED BY THE CONTRACTOR AND APPROVED BY THE

6. THE LAYOUT OF PROJECT FEATURES AS SHOWN SHALL BE

SPECIFICATION SECTION 02 21 00.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR SURVEYS. SEE

APPROXIMATE.

RESPONSIBILITY. UTILITY LOCATIONS SHOWN ARE

DAMAGED DURING CONSTRUCTION AT THE CONTRACTOR'S

SHALL BE RESPONSIBLE FOR REPAIRING ANY UTILITIES

ALL UTILITIES ON SITE PRIOR TO BEGINNING WORK AND

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING

OFFICER.

STAGING SHALL BE COORDINATED WITH THE CONTRACTING

TO FLOOD EVENTS AT NO ADDITIONAL COST. ADDITIONAL

REMOVING ANY STAGED EQUIPMENT OR OTHER ITEMS PRIOR

CONTRACTOR IS RESPONSIBLE FOR PROTECTING OR

CONSTRUCTION ENTRANCE AS SHOWN ON C-102.

ONLY ACCESS STAGING AREA FROM TEMPORARY

3. STAGING IS IDENTIFIED ON SHEET V-102. CONTRACTOR CAN

H AVE OR J AVE TO SHAVER RD.

2. ACCESS TO THE PROJECT SHALL BE FROM I-380 ONTO

OF THE CEDAR RIVER, NORTH OF CEDAR LAKE.

1. THE PROJECT IS LOCATED ON MCLOUD RUN, A TRIBUTARY

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CATCH BASIN

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BOTTOM OF BORING534.00

LL PL W

(5)29 15 17

FILL

CONTENT

MOISTURE-

PLASTIC LIMIT-

LIQUID LIMIT-

CL - USCS LEAN CLAY SC - CLAYEY SAND

SP - SAND, POORLY GRADED

(10)

CH - USCS FAT CLAY

41.9

97.8

NF

OH - ORGANIC CLAY

ML - SILT

6.5

GROUND EL XXX.X

DD-MMM-YY

N XXXXXXX E XXXXXXX

CR-XX-XX

#200 QP

BASED ON POCKET PENETROMETER READINGS

-(QP) ESTIMATED COMPRESSIVE STRENGTH

-(#200) PERCENT PASSING #200 SIEVE

HAMMER AND 30-INCH DROP

SPLIT SPOON ONE FOOT WITH 140 LB

-(NF) NUMBER OF BLOWS TO DRIVE STANDARD

-EXISTING GROUND SURFACE ELEVATION

-DATE DRILLED

-COORDINATE LOCATION

-BORING NUMBER

LEGEND ABBREVIATIONS

SS

WATER LEVEL

US HIGHWAY

STATE HIGHWAY

SLOPE

RIVERMILE

BURIED RIPRAP

RIPRAP

RAILROAD

NORTH INDICATOR

INTERSTATE HIGHWAY

FLOW ARROW

UNDERGROUND ELECTRIC LINE

COMMUNICATIONS LINE

OVERHEAD ELECTRIC LINE

WATER LINE

STORM LINE

SANITARY LINE

GAS LINE

EXISTING BERM

EXISTING GROUND

CONSTRUCTION WORK LIMITS

CENTERLINE

BREAKLINE

CONTROL POINT

BORING LOCATION

BENCHMARK

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GENERAL NOTES

0 200'SCALE : 1"=100'-0" 100'A1

PLAN SURVEY CONTROL

SURVEY CONTROL

POINT ID NORTH EAST NAVD88 DESCRIPTION

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J AVE NE

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726.58 3460137.43 5418986.27C76 (MG0631)

403 3467279.29 5417145.02 728.90

402 3468324.63 5419177.56 744.74

401 3468350.69 5419287.33 740.06 CUT X ON STORM INTAKE CONCRETE

CUT X ON HYDRANT CORNER SIERRA DR AND J AVE

CUT X ON TRANSMISSION LINE TOWER BASE CONCRETE

VERTICAL: NAVD88 GEIOD 09, UNITS: SURVEY FEET.

2. PROJECT DATUM: HORIZONTAL: NAD83 IOWA NORTH,

ELEVATION PLUS 0.05 FEET EQUALS GEOID 12B ELEVATION.

0.05 FEET TO OBTAIN THE GEOID 09 VALUE. IE: PLAN

CORRECT FROM CURRENT GEOID 12B MODEL, SUBTRACT

AND MODELING ARE BASED IN THE GEOID 09 MODEL. TO

IS BASED IN THE GEOID 09 MODEL. ALL PROJECT DESIGNS

(MG0631) LOCATED AT CITY HALL. THIS MARK'S ELEVATION

VERIFIED IN SPRING 2019 ARE BASED ON MARK USC&GS C76

1. CONTROL SURVEYS ORIGINALLY COMPLETED IN 2012 AND

USC&GS BRASS SET IN CONCRETE STAMPED C76 1934 AT CITY HALL (NOT SHOWN)

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SEE PLAN SET VOL 103

CHANNEL CENTERLINE

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WORK BY OTHERS

SEE PLAN SET VOL 109

SEE NOTE 3

PROTECT OVERHANG

WORK BY OTHERS

SEE PLAN SET VOL 108

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E 5419028.00

N 3467976.61

E 5419144.96

N 3468015.26

E 5419238.55

N 3468098.17

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N 3468297.31

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E 5418592.15

N 3467898.28

E 5418170.68

N 3467890.50

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E 5418479.50

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N 3467928.02

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WORK LIMITS.

3. CONTRACTOR SHALL PROTECT BUILDING OVERHANG WITHIN

CONTRACTORS.

TEMPORARY DRIVEWAYS OFF OF SHAVER RD WITH OTHER

2. CONTRACTOR SHALL COORDINATE SHARED ACCESS OF

SET VOLUMES IN THIS CONTRACT.

1. CONSTRUCTION WORK LIMITS SHOWN APPLY TO ALL PLAN

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SEE PLAN SET VOL 108

S

CR-17-8

CR-17-7

CR-19-75

CR-19-18

CR-19-74

CR-18-11

CR-19-72

CR-18-12

CR-17-4

CR-18-9

CR-17-5

CR-19-31 (FW-1)

CR-19-32 (FW-2)

CR-19-33 (FW-3)

CR-19-34 (FW-4)

CR-19-71

CR-17-6

CR-18-56C

CR-18-55C

CR-18-54C

CR-18-53C

CR-18-52C

CR-18-51C

CR-18-50C

CR-18-49C

CR-18-48C

CR-18-44C

CR-18-45C

CR-18-46C

CR-18-47C

CR-18-43C

CR-18-42C

CR-18-36CCR-18-35C

CR-18-34C

CR-18-33C

CR-18-32C

CR-18-31C

CR-18-30C

CR-18-29C

CR-18-28C

CR-18-27C

CR-18-25C

CR-18-24C

CR-18-23C

CR-18-22C

CR-18-55C-1

CR-18-49C-1

CR-18-46C-1

CR-18-45C-3

CR-18-45C-1

CR-18-45C-2

CR-18-41C CR-18-41C-1

CR-18-32C-1

CR-18-31C-1

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GENERAL SHEET NOTES

INFORMATION.

SEE REFERENCE DRAWINGS FOR ADDITIONAL BORING1.

WITH SILT AND SAND (GW-GM)

WELL GRADED GRAVEL

C K

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(4)

D10D30D60

WPLLL Qp

N 3467431 E 5417152

15 AUG 17

CR-17-04

(4)

(2)

(3)

(8)

(22)

(4)

(7)

13 (26-39-50/4")

43 SANDY FAT CLAY (CH)

FILL- SANDY CLAY AND CLAYEY SAND

FILL - SILT WITH ORGANICS

POORLY GRADED SAND WITH GRAVEL (SP)

SILTY CLAY WITH SAND (CL-ML)

LIMESTONE

GROUND EL 730.2 FT

Nf

(9)

D10D30D60

WPLLL Qp

N 3467530 E 5417661

15 AUG 17

CR-17-05

(3)

(7)

(3)

(6)

(8)

(4)

(8)

(57)

SANDY LEAN CLAY (CL)

SANDY LEAN CLAY (CL)

FILL - SILT WITH ORGANICS

SILTY SAND (SM)

LEAN CLAY (CL)

CLAYEY SAND (SC)

SILTY SAND (SM)

SANDY SILT (ML)

LIMESTONE

Nf

(8)

D10D30D60

WPLLL Qp

N 3467809 E 5418449

16 AUG 17

CR-17-06

(8)

(7)

(7)

(14)

(17)

(9)

(11)

(15)

SANDY LEAN CLAY (CL)

FILL - SANDY LEAN CLAY

FILL - LEAN CLAY

FILL - CLAYEY SAND

POORLY GRADED SAND (SP)

LEAN CLAY (CL)

POORLY GRADED SAND WITH GRAVEL (SP)

LIMESTONE

50/5.5"

GROUND EL 730.6 FT

Nf

(5)

D10D30D60

WPLLL Qp

N 3467925 E 5418900

16 AUG 17

CR-17-07

(4)

(4)

SANDY SILT (ML)

FILL - CRUSHED LIMESTONE

FILL - POORLY GRADED SAND

FILL - LEAN CLAY WITH SAND

POORLY GRADED SAND (SP)

GRAVEL WITH SAND (GP)

LIMESTONE

LIMESTONE

(50/3")

(50/1")

(2)26

GROUND EL 730.2 FT

Nf

(24)

D10D30D60

WPLLL Qp

N 3468284 E 5419330

16 AUG 17

CR-17-08

SANDY SILT (ML)

BROKEN LIMESTONE PIECES AND GRAVEL

(14)

(6)

(8)

(2)

(7)

(12)

(5)

(5)

(4)

(4)

(8)

(40)

(33)

FILL - SANDY LEAN CLAY

FILL - CLAYEY SAND

SILTY CLAY (CL-ML)

POORLY GRADED SAND WITH SILT (SP-SM)

POORLY GRADED SAND WITH SILT (SP-SM)

LEAN CLAY (CL)

LIMESTONE

GROUND EL 736.5 FT

685.6 FT AUGER REFUSAL AT 45 FT

713.2 FT AUGER REFUSAL AT 17 FT

W.L. 08/15/17

W.L. 08/15/17 W.L. 08/16/17

W.L. 08/16/17

W.L. 08/16/17

Nf

(13)

D10D30D60

WPLLL Qp

N 3467369 E 5417309

GROUND EL 726.5 FT

FILL - SAND AND GRAVEL

(16) W.L. 01/29/19

24 JAN 2019

CR-18-9

FILL - LEAN CLAY

(8)

(4)

FILL - SILTY SAND

FILL -SILTY SAND WITH ORGANICS

FILL - SILTY SAND

(8)

FILL - GRAVEL WITH CLAY

FAT CLAY (CH)

LIMESTONE

SPT=9-50/1"

SPT=50/0"

AUGER REFUSAL AT 16 FT.

COORDINATES IN N.A.D. 1983 STATE PLANE IOWA NORTH US SURVEY FEET

688 FT BORING TERMINATED AT 40 FT

AUGER REFUSAL AT 61 FT

699.2 FT

675.5 FT

AUGER REFUSAL AT 31FT

GROUND EL 728.0 FT

0 160'SCALE : 1"=40'-0" 80'

A N

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BORING LOGS

WITH SAND (CH)

FAT CLAY

FILL - SILT WITH SAND AND ORGANICS

SAND WITH CLAY (SP-SC)

WEATHERED LIMESTONE AT 37.5 FT

AUGER REFUSAL ON APPRARENT HIGHLY

FILL - SILT WITH SAND AND ORGANICS

SANDY LEAN CLAY WITH ORGANICS

CLAYEY SAND (SC)

AUGER REFUSAL AT 46 FT

FILL - SANDY LEAN CLAY

CLAYEY SAND (SC)

SAND WITH CLAY (SP-SC)

C K

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D10D30D60

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N 3467854 E 5418524

19 MAR 19

CR-19-18

W.L. 03/19/19

TOPSOIL

FILL - SANDY SILT

LEAN CLAY (CL)

CLAYEY SAND (SC)

SANDY LEAN CLAY (CL)

LIMESTONE

Nf

(6)

D10D30D60

WPLLL Qp

N 3467508 E 5417019

01 APR 19

CR-18-12

Nf

(3)

D10D30D60

WPLLL Qp

N 3467416 E 5417055

01 APR 19

CR-18-11

LIMESTONE

713 FT SPT SAMPLER REFUSAL AT 17 FT

CRUSHED LIMESTONE

FILL - SAND AND CINDERS

FILL - LEAN CLAY

CLAYEY SAND (SC)

LIMESTONE

ROOT ZONE

FILL - SANDY SILT

LEAN CLAY WITH SAND (CL)

SILTY SAND (SM)

LIMESTONE

POORLY GRADED SAND (SP)

LIMESTONE

LIMESTONE

676.5 FT BORING TERMINATED AT 55.5 FT

(4)

(4)

(7)

(6)

(8)

(8)

(8)

(SPT = 50/2")

(SPT = 50/2")

13 (3)

(5)

(6)

(5)

(SPT = 50/0")

W.L. 04/01/19

(6)

(3)

(3)

(7)

(7)

(22)

(40)

(42)

(26)

(SPT = 50/4")

Nf D10D30D60

WPLLL

Qp

CR-19-31

Nf D10D30D60

WPLLL

Qp

CR-19-32

Nf

D10D30D60

WPLLL Qp

CR-19-33

09 APR 19

(1)

(2)

(7)

LIMESTONE SPT=50/2"

(2)

(8)

W.L. 04/8/19

(5)

(3)

04 APR 19

(1)

(3)

GROUND EL 735.3 FT

(1)

(1)

(1)

SANDY LEAN CLAY (CL)

(14)

SILTY SAND (SM)

(14)

POORLY GRADED SAND WITH CLAY (SP-SC)

09 APR 19

(1)

(1)

(2)

(1)

SANDY LEAN CLAY (CL)

(0)

SANDY LEAN CLAY (CL)

(14)

(33)

POORLY GRADED SAND WITH CLAY (SP-SC)

SPT=15-50/5"

(21)

SPT=2-3-50/4"

LEAN CLAY (CL)

LIMESTONE

LEAN CLAY (CL)

(2)

(1)

(1)

(3)

SANDY LEAN CLAY (CL)

CLAYEY SAND (SC)

AUGER REFUSAL AT 35 FT.

SPT=50/0"

(2)

SPT=50/0"

W.L. 7 FT. 04/10/19

W.L. 15 FT 04/9/19

W.L. 16 FT. 04/9/19

W.L. 19 FT. 04/9/19

W.L. 14 FT. 04/10/19

W.L. 17 FT. 04/10/19

W.L. 15 FT. 04/10/19

W.L. 14 FT. 04/10/19

W.L. 13 FT. 04/10/19

COORDINATES IN N.A.D. 1983 STATE PLANE IOWA NORTH US SURVEY FEET

691.4 FT SPT SAMPLER REFUSAL AT 37.6 FT

GROUND EL 732.0 FT

GROUND EL 730.0 FT

GROUND EL 729.0 FT

GROUND EL 735.1 FT

GROUND EL 733.2

0 160'SCALE : 1"=40'-0" 80'

A N

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D

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SANDY LEAN CLAY (CL)

FILL - SILT WITH SAND AND ORGANICS

FILL - LEAN CLAY WITH ORGANICS

FILL - SANDY LEAN CLAY

LEAN CLAY WITH SAND AND ORGANICS

POORLY GRADED SAND (SP)

CLAYEY SAND (SC)

POORLY GRADED SAND (SP)

(PROVIDED FOR 95% REVIEW)

CR-19-71

(PROVIDED FOR 95% REVIEW)

CR-19-72

(PROVIDED FOR 95% REVIEW)

CR-19-74

(PROVIDED FOR 95% REVIEW)

CR-19-75

FILL- CLAYEY SAND

FILL- SANDY LEAN CLAY

LIMESTONE

LIMESTONE

LIMESTONE

LIMESTONE

FILL-SAND WITH CINDERS

FILL- SANDY LEAN CLAY

2" TOP SOIL

LIMESTONE

FILL - SANDY LEAN CLAY

FILL - LEAN CLAY

FILL - LIMESTONE COBBLE

SILTY CLAY (CL-ML)

CLAYEY SAND (SC)

SILTY SAND (SM)

LEAN CLAY (CL)

SANDY LEAN CLAY (CL)

POORLY GRADED SAND (SP)

SANDY LEAN CLAY (CL)

LEAN CLAY WITH SAND (CL)

LEAN CLAY (CL)

SILTY SAND (SM)

SILTY CLAYEY SAND (SC-SM)

SILTY SAND (SM)

(SP)

POORLY GRADED SAND

SANDY LEAN CLAY (CL)

POORLY GRADED SAND WITH SILT (SP-SM)

COBBLE @ 38.5

100% FLUID LOSS

LIMESTONE HIGHLY WEATHERED

C K

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COORDINATES IN N.A.D. 1983 STATE PLANE IOWA NORTH US SURVEY FEET

Nf

D10D30D60

WPLLL Qp

CR-19-34

(4)

(8)

(13)

(0)

09 APR 19

(4)

SPT=50/0"

(5)

(0)

(3)

(4)

(3)

(7)

LIMESTONE

AUGER REFUSAL AT 43 FT.

W.L. 11' 04/10/19

W.L. 15' 04/10/19

W.L. 18' 04/10/19

Nf

D10D30D60

WPLLL Qp

18 DEC 19

GROUND EL 733.5

668.5 BORING TERMINATED AT 65.2 FT

Nf

D10D30D60

WPLLL Qp

702.5 BORING TERMINATED AT 25.5 FT

Nf

D10D30D60

WPLLL Qp

693.5 BORING TERMINATED AT 41.5 FT

Nf

D10D30D60

WPLLL Qp

679.5 BORING TERMINATED AT 54 FT

18 DEC 19

18 DEC 19

GROUND EL 734.9 18 DEC 19

GROUND EL 733.4

W.L. 11' 12/18/19

(16)

(50)

(10)

(12)

(10)

(11)

(8)

(18)

(10)

(9)

(9)

(3)

(7)

(3)

(3)

(3)

(3)

(4)

(10)

(8)

(11)

(6)

(3)

(2)

(7)

(10)

(10)

(50)

(12)

(8)

(10)

(8)

(7)

(11)

(10)

(9)

(8)

(12)

(10)

20 15

35 25

BEGIN NQ

BEGIN MUD ROTARY

W.L. 17' 12/4/19

W.L. 23' 12/4/19

W.L. 8.5' 12/18/19

(8)

SPT=50/1"

W.L. 11' 12/18/19

GROUND EL 732.7

GROUND EL 728.0

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RIPRAP PROTECTION OVER SANITARY SEWER BY OTHERS

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WORK BY OTHERS

SEE PLAN SET VOL 108

SEE PLAN SET VOL 105B

LOW FLOW CHANNEL BY OTHERS

SEE SHEET C-104

RECONSTRUCT CHANNEL

SEE SHEET V-102

STAGING AREA

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INTERNATIONAL PAPER

GENERAL SHEET NOTES

SPECIFICATION SECTION 31 00 00.

2. CONTRACTOR SHALL SUBMIT STREAM DIVERSION PLAN PER

SITE WITHIN THE CHANNEL EXCAVATION LIMITS.

1. CONTRACTOR SHALL REMOVE DEBRIS, CLEAR AND GRUB THE

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SEE PLAN SET VOL 103

WORK BY OTHERS

SEE PLAN SET VOL 108

SEE NOTE 1

ELECTRICAL LINES

PROTECT EXISTING OVERHEAD

CONSTRUCTION WORK LIMITS

CHANNEL FILL LIMITS

CHANNEL FILL LIMITS

(RECP), TYPE 3.B WITHIN

EROSION CONTROL PRODUCTS

REMOVE TEMPORARY ROLLED

SEE NOTE 2

TEMPORARY ENTRANCE

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PLAN DEMOLITION

GENERAL SHEET NOTES

CONDITIONS AFTER USAGE IS COMPLETE.

BY OTHERS, REMOVE AND RESTORE TO PREVIOUS

2. TEMPORARY CONSTRUCTION ENTRANCE TO BE INSTALLED

WITH VOLTAGES GREATER THAT 350 kV.

VOLTAGES UP TO 350 kV, OR 50 FEET FOR POWER LINES

CRANES AND DERRICKS FROM POWER LINES WITH

LINES AND POLES. MAINTAIN 20 FEET CLEARANCE FOR

1. DO NOT DISTURB OVERHEAD HIGH VOLTAGE ELECTRICAL

INTERNATIONAL PAPER

J AVE NE

I-3 N

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=12

9.6 2'

ARC L

ENGTH=79

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T=4 0.8

7'E=54

68.

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71.

DC=44

°12 '07 .55

DELTA

=35

°00 '00 .00

STA=13

+19 .85

C

CURVE 1

E=3.

95'RADIS

=48 .00

ARC L

ENGTH=37

.70

T=1 9.8

8'E=54

29.

N=34

72.

DC=11

9°2

1'5 8.3

5"

DELTA

=45

°00 '00 .00

STA=13

+78 .05

C

CURVE 1

E=15 .51

'RADIS

=15 0.0

0'

ARC L

ENGTH=13

0.9 0'

T=6 9.9

5'E=54

42.

N=34

08.

DC=38

°11 '49 .87

DELTA

=50

°00 '00 .00

STA=4+

36.

16C

CURVE 4

E=13 .44

'RADIS

=13 0.0

0'

ARC L

ENGTH=11

3.4

5'

T=6 0.6

2'E=54

49.

N=34

16.

DC=44

°04 '25.

24"

DELTA

=50

°00 '00.

00"

STA=3+

13.

39C

CURVE 3

E=14 .83

'RADIS

=18 0.0

0'

ARC L

ENGTH=14

1.3 7'

T=7 4.5

6'E=54

86.

N=34

94.

DC=31

°49 '51 .56

DELTA

=45

°00 '00 .00

STA=5+

71.

67C

CURVE 5

E=7.

75'

RADIS

=75 .00

ARC L

ENGTH=65

.45

T=3 4.9

7'E=54

24.

N=34

28.

DC=76

°23 '39.

74"

DELTA

=50

°00 '00.

00"

STA=1+

92.

29C

CURVE 2 E=14

.83

'RADIS

=18 0.0

0'

ARC L

ENGTH=14

1.3 7'

T=7 4.5

6'E=54

01.

N=34

89.

DC=31

°49 '51 .56

DELTA

=45

°00 '00 .00

STA=7+

13.

04C

CURVE 6

E=1.

01'RADIS

=28 .58

ARC L

ENGTH=14

.96

T=7 .66 'E=54

93.

N=34

98.

DC=20

0°3 0'2

4.1 0"

DELTA

=30

°00 '00 .00

STA=1+

50.

01C

CURVE 1

E=12 .36

'RADIS

=15 0.0

0'

ARC L

ENGTH=11

7.8 1'

T=6 2.1

3'E=54

37.

N=34

76.

DC=38

°11 '49 .87

DELTA

=45

°00 '00 .00

STA=8+

41.

99C

CURVE 7

E=19 .52

'RADIS

=30 4.2

0'

ARC L

ENGTH=21

2.3 7'

T=1 10.

72'E=54

67.

N=34

89.

DC=18

°50 '05 .97

DELTA

=40

°00 '00 .00

STA=10

+08 .38

C

CURVE 8

E=15 .53

'RADIS

=24 2.0

0'

ARC L

ENGTH=16

8.9 5'

T=8 8.0

8'E=54

66.

N=34

92.

DC=23

°40 '33 .39

DELTA

=40

°00 '00 .00

STA1

1+9

8.1 2C

CURVE 9

.8

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.8

C

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SEE PLAN SET VOL 109

WORK BY OTHERS

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W E

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WORK BY OTHERS

SEE PLAN SET VOL 108

CONSTRUCTION WORK LIMITS

WORK BY OTHERS

SEE PLAN SET VOL 105B

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BASELINE AND CHANNEL HORIZONTAL CONTROL POINTS

B

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731730

727 7

EL 724.50

14+04.15C TO 14+14.05C

EL 728.5

14+14.05C FISHING TRAIL END

EL 720.40

11+69.79C

EL 722.45

11+77.98C

END POOL

D

D

S S

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B

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EL 720.50

15+23.56C

EL 720.50

15+57.56C

EL 722.70

14+62.71C

EL 722.51

15+65.60C

END POOL

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EXISTING GROUND

SEE PLAN SET VOL 105C

FLOODWALL BY OTHERS

S T

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CHANNEL BY OTHERS

VOL 104

CONSTRUCT CHANNEL SLOPES

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MATCHES EXISTING GROUND

CHANNEL CENTERLINE DESIGN GRADE

W E

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SEE PLAN SET VOL 105B

SHAVER ROAD BRIDGE BY OTHERS

SEE PLAN SET VOL 105E

CONSTRUCT TRAIL BRIDGE

SEE PLAN SET VOL 107

CONSTRUCT FLOODWALL

SEE PLAN VOL 105B

DO NOT DISTURB

24" DIP SANITARY SEWER BY OTHERS

SEE PLAN VOL 105B

DO NOT DISTURB

24" DIP SANITARY SEWER BY OTHERS

DO NOT DISTURB

24" DIP WATER MAIN BY OTHERS

SEE PLAN SET VOL 105B

DO NOT DISTURB

24" DIP WATER MAIN BY OTHERS

WORK BY OTHERS

SEE PLAN SET VOL 103

CONSTRUCT POOL

CONSTRUCT CHANNEL SLOPES

FROM 3.2H:1V TO 2H:1V

TRANSITION SLOPES

CONSTRUCTION WORK LIMITS

SEE PLAN SET VOL 105B

CHANNEL BY OTHERS

FROM 2H:1V TO 3.2H:1V

TRANSITION SLOPES

FROM 2.25H:1V TO 3.2H:1V

TRANSITION SLOPES

FROM 3.2H:1V TO 2.25H:1V

TRANSITION SLOPES

CHANNEL CENTERLINE

723 724

740739

738737

736735

734733

732731

2 7

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2 3 4 5 6 7 8 9 10

12+00C 13+00C 14+00C 15+00C 16+00C 17+00C

0 40'SCALE : 1"=20'-0" 20'

GENERAL SHEET NOTES

A N

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0 40'SCALE : 1"=20'-0" 20'

N

S E

E S

H E

E T C -1

S H

A V

E R R

D N

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11+50C

C1

PLAN CHANNEL MIDDLE REACH STA 14+62.71C TO STA 17+00C

A1

PROFILE CHANNEL MIDDLE REACH STA 14+62.71C TO STA 17+00C

0.91%

0.61%

1. CONSTRUCT CHANNEL TO LINES AND GRADE SHOWN.

4%

B

B

B

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EXISTING GROUND

CONSTRUCTION WORK LIMITS

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VOL 104

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MATCHES EXISTING GROUND

CHANNEL CENTERLINE DESIGN GRADE

R F

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SEE PLAN SET VOL 107

CONSTRUCT FLOODWALL

SEE PLAN SET VOL 105E

CONSTRUCT TRAIL

FROM 2H:1V TO 3.2H:1V

TRANSITION SLOPES

FROM 3.2H:1V TO 3H:1V

TRANSITION SLOPES

CHANNEL CENTERLINE

SEE PLAN SET VOL 105E

CONSTRUCT FISHING TRAIL

SEE PLAN SET VOL 105E

CONSTRUCT FISHING TRAIL

S O

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®of Engineers

US Army Corps of Engineers

US Army Corps

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2 3 4 5 6 7 8 9 10

17+00C 18+00C 19+00C 20+00C 21+00C 22+00C

726727728 727

740739

738737

736735

734733

732731

0 40'SCALE : 1"=20'-0" 20'

GENERAL SHEET NOTES

A N

S I

D

D

G N

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S Y

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IM

E a u to u s e rn a m e

D

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E

0 40'SCALE : 1"=20'-0" 20'

N

S E

E S

H E

E T C -1

S E

E S

H E

E T C -1

J AV

E N

E

C1

PLAN CHANNEL MIDDLE REACH STA 17+00C TO STA 22+00C

A1

PROFILE CHANNEL MIDDLE REACH STA 17+00C TO STA 22+00C

AS DIRECTED BY THE CONTRACTING OFFICER.

NEEDED TO MEET SUBGRADE BELOW THE BURIED RIPRAP OR

SATISFACTORY, OTHERWISE UTILIZE AS FILL MATERIAL WHERE

OR LEVEE EMBANKMENT FILL IF DETERMINED TO BE

MATERIAL WITHIN THE STAGING AREA. UTILIZE AS CHANNEL

PERFORM GEOTECHNICAL TESTING ON THE STOCKPILED SOIL2.

1. CONSTRUCT CHANNEL TO LINES AND GRADE SHOWN.

STAGING AREA

C-301

E1

S

D

D

D

D

D

D

S

S

C B

D

D

D

D

D

B

B

B

B

C

C

C

C

INV EL 725.47

STA 24+67.07 EXISTING CULVERT

EL 724.67

24+27.60C END CHANNEL

C K

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EXISTING GROUND

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SEE DETAIL C1 ON SHEET C-301

DO NOT DISTURB

EXISTING 30" DIP WATER MAIN

MATCHES EXISTING GROUND

CHANNEL CENTERLINE DESIGN GRADE

DO NOT DISTURB

EXISTING 30" DIP WATER MAIN

R F

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PROTECT EXISTING CULVERT AND WINGWALLS

S T

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C

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SEE PLAN SET VOL 107

CONSTRUCT FLOODWALL

SEE PLAN SET VOL 102

INSTALL STORM SEWER

SEE PLAN SET VOL 101

RAISE 10TH ST NE

SEE PLAN SET VOL 102

INSTALL SANITARY SEWER

SEE SHEET C-102

TEMPORARY ENTRANCE

SEE SHEET C-102

TEMPORARY ENTRANCE

CHANNEL CENTERLINE

S O

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2 3 4 5 6 7 8 9 10

740740

22+00C 23+00C 24+00C 25+00C

0 40'SCALE : 1"=20'-0" 20'

GENERAL SHEET NOTES

A N

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D

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0 40'SCALE : 1"=20'-0" 20'

N

S E

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H E

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I-

N

T

H S

T N

E

I- S

E1 C-301

C1

PLAN CHANNEL MIDDLE REACH STA 22+00C TO STA 24+27.60C

A1

PROFILE CHANNEL MIDDLE REACH STA 22+00C TO STA 24+27.60C

SHOWN.

1. CONSTRUCT CHANNEL AND BENCHES TO LINES AND GRADE

J AVE NE

B

D

D

B

B

.5

.7

-4

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.2

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VOL 104

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T O

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CONSTRUCT POOL

SEE PLAN SET VOL 105B

CHANNEL BY OTHERS

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2 3 4 5 6 7 8 9 10

0 20'SCALE : 1"=10'-0" 10'

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PLAN CHANNEL MIDDLE REACH STA 14+33.91B TO STA 16+00B

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VARIES

PLACE 18" IADOT CLASS C RIPRAP

PLACE 6" IADOT GRADE 3 BEDDING STONE

VOL 104 SEEDING LIMITS

VOL 104

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SEE PLAN SET VOL 105E

CONSTRUCT TRAIL

R F

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EXISTING GROUND

SEE NOTE 2

EXISTING 30" DIP WATER MAIN

T Y

P

IC

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PLACE 12" IMPERVIOUS FILL OVER RIPRAP

VOL 104 SEEDING LIMITS

PLACE 18" IADOT CLASS C RIPRAP

PLACE 6" IADOT GRADE 3 BEDDING STONE

PLACE 18" IADOT CLASS C RIPRAP

PLACE 6" IADOT GRADE 3 BEDDING STONE

PLACE 18" IADOT CLASS C RIPRAP

PLACE 6" IADOT GRADE 3 BEDDING STONE

PLACE 12" IMPERVIOUS FILL OVER RIPRAP

SEE PLAN SET VOL 107

CONSTRUCT FLOODWALL

SEE PLAN SET VOL 107

CONSTRUCT FLOODWALL

SEE PLAN SET VOL 105C

FLOODWALL BY OTHERS

10'

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2 3 4 5 6 7 8 9 10

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CHANNEL BOTTOM 3

SEE NOTE 1

TOP EL VARIES

3.2

GENERAL SHEET NOTES

BANK

NORTH

CL

0 40'SCALE : 1"=20'-0" 20'

0 12'SCALE : 1"=6'-0" 6'

A1

CHANNEL EXISTING WATER MAIN CROSSING STA 23+64.13C MIDDLE REACH

SOUTH BANK

NORTH BANK

E1

CHANNEL STA 16+60B TO STA 23+40B MIDDLE REACH

4.5 FEET.

OFFICER IF COVER BELOW DESIGN GRADE IS LESS THAN

WORK ON THE NORTH BANK. NOTIFY THE CONTRACTING

MAIN WHERE THE ALIGNMENT CROSSES THE CHANNEL

2. POTHOLE AND LOCATE THE EXISTING 30" DIP WATER

SPECIFICATION SECTION 32 92 19 FOR ADDITIONAL INFO.

ALL OTHER AREAS WITH CP42 SEED MIX. REFER TO

IMPERVIOUS FILL COVER WITH CP25 SEED MIX. SEED

BURIED RIPRAP. SEED AREAS WITH BURIED RIPRAP AND 1'

1. APPLY 6" TOPSOIL TO ALL AREAS EXCEPT THOSE WITH

0 12'SCALE : 1"=6'-0" 6'C1

CHANNEL STA 14+33.91B TO STA 16+60B MIDDLE REACH

SEE NOTE 1

BANK

SOUTH

BANK

SOUTH

BANK

NORTH

TOP EL VARIES

3.2

1 3

0 25 50 75 100 125-25-50-75-100-125

12+00B 710

0 25 50 75 100 125-25-50-75-100-125

12+50B 710

0 25 50 75 100 125-25-50-75-100-125

13+00B 710

0 25 50 75 100 125-25-50-75-100-125

13+50B 710

0 25 50 75 100 125-25-50-75-100-125

14+00B 710

.2

-2 .0

.3

.4

.2

-1

.5

.4

.2

.6

.6

.4

-9 .6

.9

.1

.9

-2 .2

.0

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.8

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-0 .5

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VOL 104

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2 3 4 5 6 7 8 9 10

0 25 50 75 100 125-25-50-75-100-125

0 25 50 75 100 125-25-50-75-100-125

15+00B 710

0 25 50 75 100 125-25-50-75-100-125

15+50B 710

0 25 50 75 100 125-25-50-75-100-125

16+00B 710

14+50B

0 40'SCALE : 1"=20'-0" 20'

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CROSS SECTIONS MIDDLE REACH

.3

.5

.8

.1

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.6

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.8

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.0

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.8

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.8

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8.

.7

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1.

.2

-6

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.1

-8 .2

.4

-7

.7

.9

-8

.8

.2

-2

.9

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.0

.0

.8

-7

.2

.0

-3

.8

.3

-2

.8

.0

.8

.0

.4

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.7

.1

-3 .2

.9

-3

.1

.0

.0

.4

-4 .5

.7

.4

.0

-5 .8

.2

.5

.9

-5

.1

.6

-3

.2

.5

-4 .8

.5

-6

.4

.6

-4

.8

.1

-1

.6

.0

-2 .2

.6

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-5 .6

.3

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7.

.7

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.7

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VOL 104

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2 3 4 5 6 7 8 9 10

0 25 50 75 100 125-25-50-75-100-125

16+50B 710

0 25 50 75 100 125-25-50-75-100-125

17+00B 710

0 25 50 75 100 125-25-50-75-100-125

17+50B 710

0 25 50 75 100 125-25-50-75-100-125

18+00B 710

0 25 50 75 100 125-25-50-75-100-125

18+50B 710

0 25 50 75 100 125-25-50-75-100-125

19+00B 710

0 25 50 75 100 125-25-50-75-100-125

19+50B 710

0 25 50 75 100 125-25-50-75-100-125

20+00B 710

0 25 50 75 100 125-25-50-75-100-125

20+50B 710

0 25 50 75 100 125-25-50-75-100-125

21+00B 710

0 40'SCALE : 1"=20'-0" 20'

A N

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US Army Corps

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SHEET ID

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0 25 50 75 100 125-25-50-75-100-125

21+50B 710

0 25 50 75 100 125-25-50-75-100-125

22+00B 710

0 25 50 75 100 125-25-50-75-100-125

22+50B 710

0 25 50 75 100 125-25-50-75-100-125

23+00B 710

0 25 50 75 100 125-25-50-75-100-125

23+50B 710

0 25 50 75 100 125-25-50-75-100-125

23+53B 710

0 40'SCALE : 1"=20'-0" 20'

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