Part1 Advertisement_Drawing_Set.pdf

PDF 20 MB Posted May 30, 2019

Attached to: Salt Creek, NE Conduit Filter Install Federal contract opportunity
Solicitation number: W9128F19R0031
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

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File	Type	Posted
Am0003.pdf	PDF	Aug 20, 2019
Salt_Creek_Dam_Site_14_site_visit_sign_in_sheet.pdf	PDF	Aug 15, 2019
Am0002.pdf	PDF	Jul 26, 2019
Am0001.pdf	PDF	Jun 20, 2019
Site_14_site_visit_sign_in_sheet.pdf	PDF	Jun 14, 2019
SITE_VISIT_Minutes.pdf	PDF	Jun 14, 2019
Part2_FIOU_Advertisement_Drawing_Set-2.pdf	PDF	May 30, 2019
RFP_W9128F19R0031_-_Salt_Creek_Conduit_Solicitation,_Lincoln_NE.pdf	PDF	May 23, 2019

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IDENTIFICATION

SHEET

®of Engineers

US Army Corps

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...\30500 - Construction E&D\SC22\30DA0 - Plans & Specs\CAD_BIM\_Sheets\SC22 - Conduit Filter Installation & Partial Conduit Replacement @ Salt of Engineers

US Army Corps

Omaha District

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL OF DRAWINGS IN THIS SET.

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152

AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR

THIS PROJECT WAS DESIGNED BY THE OMAHA DISTRICT OF THE US ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES

KRAMER, SPRAGUE, EMERALD & LINCOLN, NEBRASKA

OLIVE CREEK, BLUESTEM, PAWNEE & ANTELOPE CREEK DAMS

SALT CREEK DAM SITES 2, 4, 14 & 17

INSTALLATION & PARTIAL CONDUIT REPLACEMENT

OUTLET WORKS MODIFICATION: CONDUIT FILTER

GI001

C O

V E

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H E

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ADVERTISEMENT SET

SOLICITATION NO.: W9128F-19-R0031

CONTRACT NO.:

ISSUE DATE: MAY 2019

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SHEET

®of Engineers

US Army Corps

O M

A H

N E

B R

A S

K A

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N G

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U .S

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GI002

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INDEX LEGEND:

GENERAL

INDEX

STRUCTURAL

CIVIL

FOR INFORMATION ONLY - SITE 2

S C

G I0

.d g n

FOR INFORMATION ONLY - SITE 14

FOR INFORMATION ONLY - SITE 17 (OPTION 1)

SHEET SEQUENCE NUMBER

w/ Level 2 Designator

DISCIPLINE DESIGNATOR

2. DISCIPLINE DESIGNATORS:1. SHEET IDENTIFICATION NUMBERS:

RESOURCE

TELECOMMUNICATIONS

ELECTRICAL

MECHANICAL

PROCESS

PLUMBING

FIRE PROTECTION

EQUIPMENT

INTERIORS

ARCHITECTURAL

STRUCTURAL

LANDSCAPE

CIVIL

GEOTECHNICAL

SURVEY / MAPPING

HAZARDOUS MATERIALS

GENERAL

Designator)

RELEASE 3.0 for Level 2

(see A/E/C CADD STANDARD

SHEET TYPE DESIGNATOR

3. SHEET TYPE DESIGNATORS:

FOR INFORMATION ONLY

3D REPRESENTATIONS

USER DEFINED

SCHEDULES & DIAGRAMS

DETAILS

LARGE-SCALE VIEWS

SECTIONS

ELEVATIONS

PLANS

GENERAL

OUTLET WORKS DETAILS (FOR INFORMATION ONLY)G-F40SC22_G-F37.DGN

EMBANKMENT PROFILE (FOR INFORMATION ONLY)G-F39SC22_G-F36.DGN

EXCAVATION AND EMBANKMENT PLAN (SHEET 3 OF 3) (FOR INFORMATION ONLY)G-F38SC22_G-F35.DGN

EXCAVATION AND EMBANKMENT PLAN (SHEET 2 OF 3) (FOR INFORMATION ONLY)G-F37SC22_G-F37.DGN

EXCAVATION AND EMBANKMENT PLAN (SHEET 1 OF 3) (FOR INFORMATION ONLY)G-F36SC22_G-F36.DGN

BORING PROFILES ALONG EMBANKMENT AXIS (FOR INFORMATION ONLY)G-F35SC22_G-F35.DGN

INTAKE STRUCTURE DETAILS (FOR INFORMATION ONLY)G-F34SC22_G-F34.DGN

AIR VENT AND LADDER DETAILS (FOR INFORMATION ONLY)G-F33SC22_G-F33.DGN

CONDUIT REHABILITATION (FOR INFORMATION ONLY)G-F32SC22_G-F32.DGN

OUTLET WORKS PROFILE (FOR INFORMATION ONLY)G-F31SC22_G-F31.DGN

EMBANKMENT DRAINS PROFILE & SECTIONS (FOR INFORMATION ONLY)G-F29SC22_G-F29.DGN

OUTLET WORKS PROFILE, SECTIONS & DETAILS (FOR INFORMATION ONLY)G-F28SC22_G-F28.DGN

EXCAVATION AND EMBANKMENT PLAN (SHEET 2 OF 2) (FOR INFORMATION ONLY)G-F27SC22_G-F27.DGN

EXCAVATION AND EMBANKMENT PLAN (SHEET 1 OF 2) (FOR INFORMATION ONLY)G-F26SC22_G-F26.DGN

BORING PROFILES ALONG EMBANKMENT AXIS (FOR INFORMATION ONLY)G-F25SC22_G-F25.DGN

INTAKE STRUCTURE DETAILS (FOR INFORMATION ONLY)G-F24SC22_G-F24.DGN

AIR VENT AND LADDER DETAILS (FOR INFORMATION ONLY)G-F23SC22_G-F23.DGN

CONDUIT REHABILITATION (FOR INFORMATION ONLY)G-F22SC22_G-F22.DGN

OUTLET WORKS PROFILE (FOR INFORMATION ONLY)G-F21SC22_G-F21.DGN

EMBANKMENT PROFILE (FOR INFORMATION ONLY)G-F16SC22_G-F16.DGN

EXCAVATION AND EMBANKMENT PLAN (FOR INFORMATION ONLY)G-F15SC22_G-F15.DGN

BORING PROFILES ALONG EMBANKMENT AXIS (FOR INFORMATION ONLY)G-F14SC22_G-F14.DGN

INTAKE STRUCTURE DETAILS (FOR INFORMATION ONLY)G-F13SC22_G-F13.DGN

CONDUIT REHABILITATION (FOR INFORMATION ONLY)G-F12SC22_G-F12.DGN

OUTLET WORKS PROFILE (FOR INFORMATION ONLY)G-F11SC22_G-F11.DGN

EXCAVATION AND EMBANKMENT PLAN (FOR INFORMATION ONLY)G-F06SC22_G-F06.DGN

BORING PROFILES ALONG EMBANKMENT AXIS (FOR INFORMATION ONLY)G-F05SC22_G-F05.DGN

INTAKE STRUCTURE DETAILS (FOR INFORMATION ONLY)G-F04SC22_G-F04.DGN

AIR VENT AND LADDER DETAILS (FOR INFORMATION ONLY)G-F03SC22_G-F03.DGN

CONDUIT REHABILITATION (FOR INFORMATION ONLY)G-F02SC22_G-F02.DGN

OUTLET WORKS PROFILE (FOR INFORMATION ONLY)G-F01SC22_G-F01.DGN

DESCRIPTIONSHEET NUMBERDESIGN FILE

FOR INFORMATION ONLY - SITE 4 (OPTION 2)

GENERAL NOTESS-001SC22_S-001.DGN

EXISTING SOIL BORING LOGS - SITE 17 (OPTION 1)C-708SC22_C-708.DGN

EXISTING SOIL BORING LOGS - SITE 14C-707SC22_C-707.DGN

EXISTING SOIL BORING LOGS - SITE 4 (OPTION 2)C-706SC22_C-706.DGN

EXISTING SOIL BORING LOGS - SITE 2C-705SC22_C-705.DGN

EXISTING PIEZOMETER INSTALLATION LOGS - SITE 17 (OPTION 1)C-704SC22_C-704.DGN

EXISTING PIEZOMETER INSTALLATION LOGS - SITE 14C-703SC22_C-703.DGN

EXISTING PIEZOMETER INSTALLATION LOGS - SITE 4C-702SC22_C-702.DGN

EXISTING PIEZOMETER INSTALLATION LOGS - SITE 2C-701SC22_C-701.DGN

DEWATERING PLAN PROFILE.C-509SC22_C-509.DGN

DEWATERING PLAN DETAIL - SITE 14 - PAWNEE DAMC-508SC22_C-508.DGN

NEW PIEZOMETER INSTALLATION DETAILS - SITES 2, 4, 14, 17C-507SC22_C-507.DGN

RIPRAP DETAILS - SITES 2, 4, 14C-506SC22_C-506.DGN

PROFILE THROUGH THRUST BLOCK - SITES 2, 4, 14C-505SC22_C-505.DGN

CONDUIT FILTER AND CONDUIT FILTER DRAIN DETAILS - SITE 17 (OPTION 1) - ANTELOPE CREEK DAMC-504SC22_C-504.DGN

CONDUIT FILTER AND CONDUIT FILTER DRAIN DETAILS - SITE 14 - PAWNEE DAMC-503SC22_C-503.DGN

CONDUIT FILTER AND CONDUIT FILTER DRAIN DETAILS - SITE 4 (OPTION 2) - BLUESTEM DAMC-502SC22_C-502.DGN

CONDUIT FILTER AND CONDUIT FILTER DRAIN DETAILS - SITE 2 - OLIVE CREEK DAMC-501SC22_C-501.DGN

TYPICAL CROSS SECTIONS - SITE 17 (OPTION 1) - ANTELOPE CREEK DAMC-304SC22_C-304.DGN

TYPICAL CROSS SECTIONS - SITE 14 - PAWNEE DAMC-303SC22_C-303.DGN

TYPICAL CROSS SECTIONS - SITE 4 (OPTION 2) - BLUESTEM DAMC-302SC22_C-302.DGN

TYPICAL CROSS SECTIONS - SITE 2 - OLIVE CREEK DAMC-301SC22_C-301.DGN

PROFILE THROUGH OUTLET WORKS CONDUIT - SITE 17 (OPTION 1) - ANTELOPE CREEK DAM - FILLC-204ASC22_C-204A.DGN

PROFILE THROUGH OUTLET WORKS CONDUIT - SITE 17 (OPTION 1) - ANTELOPE CREEK DAM - EXCAVATIONC-204SC22_C-204.DGN

PROFILE THROUGH OUTLET WORKS CONDUIT - SITE 14 - PAWNEE DAM - FILLC-203ASC22_C-203A.DGN

PROFILE THROUGH OUTLET WORKS CONDUIT - SITE 14 - PAWNEE DAM - EXCAVATIONC-203SC22_C-203.DGN

PROFILE THROUGH OUTLET WORKS CONDUIT - SITE 4 (OPTION 2) - BLUESTEM DAM - FILLC-202ASC22_C-202A.DGN

PROFILE THROUGH OUTLET WORKS CONDUIT - SITE 4 (OPTION 2) - BLUESTEM DAM - EXCAVATIONC-202SC22_C-202.DGN

PROFILE THROUGH OUTLET WORKS CONDUIT - SITE 2 - OLIVE CREEK DAM - FILLC-201ASC22_C-201A.DGN

PROFILE THROUGH OUTLET WORKS CONDUIT - SITE 2 - OLIVE CREEK DAM - EXCAVATIONC-201SC22_C-201.DGN

FINAL GRADING PLAN - SITE 17 (OPTION 1) - ANTELOPE CREEK DAMC-113SC22_C-113.DGN

FINAL GRADING PLAN - SITE 14 - PAWNEE DAMC-112SC22_C-112.DGN

FINAL GRADING PLAN - SITE 4 (OPTION 2) - BLUESTEM DAMC-111SC22_C-111.DGN

FINAL GRADING PLAN - SITE 2 - OLIVE CREEK DAMC-110SC22_C-110.DGN

STAGE 2 EXCAVATION PLAN - SITE 17 (OPTION 1) - ANTELOPE CREEK DAMC-109SC22_C-109.DGN

STAGE 1 EXCAVATION PLAN - SITE 17 (OPTION 1) - ANTELOPE CREEK DAMC-108SC22_C-108.DGN

STAGE 3 AND 4 EXCAVATION PLAN - SITE 14 - PAWNEE DAMC-107SC22_C-107.DGN

STAGE 2 EXCAVATION PLAN - SITE 14 - PAWNEE DAMC-106SC22_C-106.DGN

STAGE 1 EXCAVATION PLAN - SITE 14 - PAWNEE DAMC-105SC22_C-105.DGN

STAGE 2 AND 3 EXCAVATION PLAN - SITE 4 (OPTION 2) - BLUESTEM DAMC-104SC22_C-104.DGN

STAGE 1 EXCAVATION PLAN - SITE 4 (OPTION 2) - BLUESTEM DAMC-103SC22_C-103.DGN

STAGE 2 AND 3 EXCAVATION PLAN - SITE 2 - OLIVE CREEK DAMC-102SC22_C-102.DGN

STAGE 1 EXCAVATION PLAN - SITE 2 - OLIVE CREEK DAMC-101SC22_C-101.DGN

PIEZOMETER DATA - SITES 2, 4, 14 & 17V-105SC22_V-105.DGN

EXISTING CONDITIONS - SITE 17 (OPTION 1) - ANTELOPE CREEK DAMV-104SC22_V-104.DGN

EXISTING CONDITIONS - SITE 14 - PAWNEE DAMV-103SC22_V-103.DGN

EXISTING CONDITIONS - SITE 4 (OPTION 2) - BLUESTEM DAMV-102SC22_V-102.DGN

EXISTING CONDITIONS - SITE 2 - OLIVE CREEK DAMV-101SC22_V-101.DGN

GENERAL NOTES AND CONSTRUCTION NOTESGR001SC22_GR001.DGN

GENERAL PLAN AND SURVEY CONTROL DATA - SITE 17 (OPTION 1) - ANTELOPE CREEK DAMG-009SC22_G-009.DGN

GENERAL PLAN AND SURVEY CONTROL DATA - SITE 14 - PAWNEE DAMG-008SC22_G-008.DGN

GENERAL PLAN AND SURVEY CONTROL DATA - SITE 4 (OPTION 2) - BLUESTEM DAMG-007SC22_G-007.DGN

GENERAL PLAN AND SURVEY CONTROL DATA - SITE 2 - OLIVE CREEK DAMG-006SC22_G-006.DGN

VICINITY MAP - SITE 17 (OPTION 1) - ANTELOPE CREEK DAMG-005SC22_G-005.DGN

VICINITY MAP - SITE 14 - PAWNEE DAMG-004SC22_G-004.DGN

VICINITY MAP - SITE 4 (OPTION 2) - BLUESTEM DAMG-003SC22_G-003.DGN

VICINITY MAP - SITE 2 - OLIVE CREEK DAMG-002SC22_G-002.DGN

PROJECT LOCATIONS AND AERIAL VIEWSG-001SC22_G-001.DGN

INDEXGI002SC22_GI002.DGN

COVER SHEETGI001SC22_GI001.DGN

DESCRIPTIONSHEET NUMBERDESIGN FILE

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PROJECT LOCATION MAP

PAWNEE DAM

AERIAL VIEW OF SITE 14

SITE 14

LOCATION

PROJECT

SITE 2

LOCATION

PROJECT

S C

G -0

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SITE 4

LOCATION

PROJECT

BLUESTEM DAM

AERIAL VIEW OF SITE 4

OLIVE CREEK DAM

AERIAL VIEW OF SITE 2

ANTELOPE CREEK DAM

AERIAL VIEW OF SITE 17

(OPTION 1)

SITE 17

LOCATION

PROJECT

(NO SCALE)

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US Army Corps

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D S x i n

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T L E

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C O

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S A

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G-002

Y M

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SCALE: 1" = 2000'

0 2000'2000'1000'

SITE 2

LOCATION

PROJECT

VICINITY MAP - SITE 2

S C

G -0

.d g n

E O

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E K D

A M

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SHEET

®of Engineers

US Army Corps

O M

A H

N E

B R

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K A

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F E

N G

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U .S

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D S x i n

A L

D A

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A R

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SCALE: 1" = 2200'

0 2200'2200'1100'

SITE 4

LOCATION

PROJECT

G-003

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VICINITY MAP - SITE 4 (OPTION 2)

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Y M

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SCALE: 1" = 2200'

0 2200'2200'1100'

SITE 14

LOCATION

PROJECT

VICINITY MAP - SITE 14

S C

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G-005

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.d g n

(OPTION 1)

SITE 17

LOCATION

PROJECT

VICINITY MAP - SITE 17 (OPTION 1)

SCALE: 1" = 1400'

0 1400'1400' 700'

O P

A N

T E

L O

P E C

R E

E K D

CL OUTLET WORKS CONDUIT

OUTLET WORKS INTAKE STRUCTURE

AREA

GENERAL CONSTRUCTION

CONTRACTOR STAGING AREA C

CONTRACTOR STAGING AREA B

CREST ROAD

EMBANKMENT

CONTRACTOR STAGING AREA A

EMBANKMENT

OLIVE CREEK DAM

SEE NOTE 8 ON SHT. GR001

BORROW AREA A HAUL ROUTE

SEE NOTE 4

OMETER

ACCELER-

SEISMIC

SEE NOTE 8 ON SHT. GR001

BORROW AREA B HAUL ROUTE

SEE NOTE 4 ON SHT. GR001

DAM SAFETY INSTRUMENTATION

CONTRACTOR SHALL PROTECT ALL

SEE NOTE 8 ON SHT. GR001

BORROW AREA A

SEE NOTE 8 ON SHT. GR001

BORROW AREA B

USACE PROPERTY BOUNDARY

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SCALE: 1" = 300'

0 300'300' 150'

H S

S W

H S

S W

H S

T S

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OLIVE CREEK LAKE

SPILLWAY

EMERGENCY

SITE ENTRANCE

PT-1A

BM-2X

CREEK RD

W OLIVE

CREEK RD

W OLIVE

W WENDELIN RD

WEST END OF EMBANKMENT1357.3622514677.371289173.222BM-2X

1" STEEL ROD IN CASING1360.1362516854.048290286.096PT-1A

DESCRIPTIONELEVATION (FT)EASTING (FT)NORTHING (FT)NAME

NAVD88

GENERAL PLAN & SURVEY CONTROL DATA - SITE 2

S C

G -0

.d g n

THE TABLE BELOW.

(NAVD88). THEY ARE BASED ON CONTROL POINT PT-1A. VERTICAL AND HORIZONTAL CONTROL DATA ARE SHOWN IN

ELEVATIONS ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988

STATE PLANE COORDINATE SYSTEM FOR NEBRASKA (2600). THEY ARE BASED ON CONTROL POINT PT-1A.

COORDINATES ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NORTH AMERICAN DATUM OF 1983 (NAD 83)

HORIZONTAL AND VERTICAL CONTROL POINTS (POINTS PT-1A AND BM-2X) ARE SHOWN IN THE GENERAL PLAN. GRID

1. PROJECT ELEVATIONS:

GENERAL NOTES:

E O

E C

R E

E K D

A M

6. AREAS SHOWN BELOW MAY BE SLIGHTLY ADJUSTED AS NEEDED WITH APPROVAL OF THE COR.

5. YELLOW LINE REPRESENTS APPROXIMATE USACE PROPERTY BOUNDARY.

4. DO NOT DISTURB SEISMIC ACCELEROMETERS.

3. ACQUIRE ALL REQUIRED LOCAL, STATE, AND FEDERAL PERMITS FOR HAUL OR MATERIAL DELIVERY.

2. CHECK ALL BRIDGE DESIGN LOAD RATINGS ALONG ACCESS ROUTE TO JOB SITE AND DO NOT OVERLOAD BRIDGES.

EASTING (FT)NORTHING (FT)AREA

2517375.25289700.07

2517375.25289449.72

2517111.35289450.97

2517111.35289696.01

BORROW AREA B

2514459.56288601.57

2514459.56288355.90

2514179.24288355.90

2514174.04288601.57

BORROW AREA A

2516441.36290344.76

2516385.08290293.22

2516389.04290253.96

2516786.40290295.22

2516792.77290323.31

2516510.18290291.02

2516491.64290346.36

STAGING AREA C

2515209.70289844.41

2515204.18289863.46

2515334.47289964.84

2515361.86289888.53

STAGING AREA B

2515682.63290090.72

2515545.60290182.11

2515517.45290180.23

2515430.47290115.13

2515388.53290061.09

2515451.00290005.33

STAGING AREA A

2515334.47289964.84

2515335.63290047.55

2515388.53290061.09

2515451.00290005.33

2515493.41289926.68

2515361.86289888.53

GENERAL CONSTRUCTION AREA

CREST ROAD

EMBANKMENT

SEE NOTE 4 ON SHT. GR001

DAM SAFETY INSTRUMENTATION

CONTRACTOR SHALL PROTECT ALL

INTAKE STRUCTURE

OUTLET WORKS

WORKS CONDUIT

CL OUTLET

AREA A

CONTRACTOR STAGING

GENERAL CONSTRUCTION AREA

BORROW AREA B

BORROW AREA A

HAUL ROAD

AREA B

CONTRACTOR STAGING

USACE PROPERTY BOUNDARY

EMBANKMENT

BLUESTEM DAM

HAUL ROAD

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GENERAL PLAN & SURVEY CONTROL DATA - SITE 4

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IRON ROD1338.6942532113.761307341.453PT 2A

IRON ROD1340.0132530182.268304979.420PT 1A

DESCRIPTIONELEVATION (FT)EASTING (FT)NORTHING (FT)NAME

NAVD88

W SPRAGUE RD W SPRAGUE RD

THE TABLE BELOW.

(NAVD88). THEY ARE BASED ON CONTROL POINT PT 2A. VERTICAL AND HORIZONTAL CONTROL DATA ARE SHOWN IN

ELEVATIONS ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988

STATE PLANE COORDINATE SYSTEM FOR NEBRASKA (2600). THEY ARE BASED ON CONTROL POINT PT 2A.

COORDINATES ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NORTH AMERICAN DATUM OF 1983 (NAD 83)

HORIZONTAL AND VERTICAL CONTROL POINTS (POINTS PT 1A & PT 2A) ARE SHOWN IN THE GENERAL PLAN. GRID

1. PROJECT ELEVATIONS:

GENERAL NOTES:

2532300.76307859.58

2532293.08308032.44

2532744.78308039.51

2532764.92307607.89

BORROW AREA B

2532855.09306509.69

2533168.26306509.69

2533168.26306283.03

2533394.92306283.03

2533394.92306536.09

2533180.30306708.08

2532836.48306860.36

BORROW AREA A

2532460.70307057.46

2532134.95307247.25

2532024.45307021.40

STAGING AREA B

2531544.18306425.19

2531745.95306689.85

2531811.73306639.70

2531725.97306552.64

2531621.78306351.07

STAGING AREA A

2531621.78306351.07

2531466.57306499.30

2531359.85306387.55

2531515.07306239.32GENERAL CONSTRUCTION AREA

EASTING (FT)NORTHING (FT)AREA

PT 1A

PT 2A

5. AREAS SHOWN BELOW MAY BE SLIGHTLY ADJUSTED AS NEEDED WITH APPROVAL FROM THE COR.

4. YELLOW LINE REPRESENTS APPROXIMATE USACE PROPERTY BOUNDARY.

3. ACQUIRE ALL REQUIRED LOCAL, STATE, AND FEDERAL PERMITS FOR HAUL OR MATERIAL DELIVERY.

2. CHECK ALL BRIDGE DESIGN LOAD RATINGS ALONG ACCESS ROUTE TO JOB SITE AND DO NOT OVERLOAD BRIDGES.

O P

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CL OUTLET

AREA

GENERAL CONSTRUCTION

INTAKE STRUCTURE

OUTLET WORKS

STAGING AREA A

CONTRACTOR

STAGING AREA B

CONTRACTOR

AREA A

BORROW

CREST ROAD

EMBANKMENT

PAWNEE DAM

SEE NOTE 4 ON SHT. GR001

DAM SAFETY INSTRUMENTATION

CONTRACTOR SHALL PROTECT ALL

ON SHT. GR001

SEE NOTE 8

HAUL ROUTE

BORROW AREA A

HAUL ROAD

USACE PROPERTY BOUNDARY

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SPILLWAY

EMERGENCY

N W

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H S

N W

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W HOLDREGE ST

N W

H S

N W

H S

W ADAMS ST

N W

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PAWNEE LAKE

BM B-RESET

PT "A"

1" STEEL ROD IN CASING1287.942503427.618383890.404PT "A"

NORTH END OF EMBANKMENT1277.8392508283.640384811.830BM B-RESET

DESCRIPTIONELEVATION (FT)EASTING (FT)NORTHING (FT)NAME

NAVD88

GENERAL PLAN & SURVEY CONTROL DATA - SITE 14

S C

G -0

.d g n

SCALE: 1" = 600'

0 600'600' 300'

SHOWN IN THE TABLE BELOW.

(NAVD88). THEY ARE BASED ON CONTROL POINT BM B-RESET. VERTICAL AND HORIZONTAL CONTROL DATA ARE

ELEVATIONS ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988

83) STATE PLANE COORDINATE SYSTEM FOR NEBRASKA (2600). THEY ARE BASED ON CONTROL POINT BM B-RESET.

GRID COORDINATES ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NORTH AMERICAN DATUM OF 1983 (NAD

HORIZONTAL AND VERTICAL CONTROL POINTS (POINTS BM B-RESET AND PT "A") ARE SHOWN IN THE GENERAL PLAN.

1. PROJECT ELEVATIONS:

GENERAL NOTES:

A W

N E

E D

A M

EASTING (FT)NORTHING (FT)AREA

5. AREAS SHOWN BELOW CAN BE SLIGHTLY ADJUSTED AS NEEDED WITH APPROVAL OF THE COR.

4. YELLOW LINE REPRESENTS APPROXIMATE USACE PROPERTY BOUNDARY.

3. ACQUIRE ALL REQUIRED LOCAL, STATE, AND FEDERAL PERMITS FOR HAUL OR MATERIAL DELIVERY.

2. CHECK ALL BRIDGE DESIGN LOAD RATINGS ALONG ACCESS ROUTE TO JOB SITE AND DO NOT OVERLOAD BRIDGES.

2504685.86380766.31

2504699.54381162.74

2504755.11381160.83

2504860.50381076.47

2504990.81381114.81

2505044.46381214.50

2505216.92381160.83

2504837.51380754.40

BORROW AREA A

2506578.56380606.58

2506386.93380509.08

2506262.82380503.60

2506523.81380830.06

STAGING AREA B

2507207.35381509.81

2507393.50381371.78

2507559.00381547.81

2507381.80381710.57

STAGING AREA A

2507440.20381656.92

2507635.66381869.72

2507430.80382057.88

2507235.35381845.08

GENERAL CONSTRUCTION AREA

CREST ROAD

SEE NOTE 4 ON SHT. GR001

DAM SAFETY INSTRUMENTATION

CONTRACTOR SHALL PROTECT ALL

INTAKE STRUCTURE

OUTLET WORKS

WORKS CONDUIT

CL OUTLET

EMBANKMENT

ANTELOPE CREEK DAM

GENERAL CONSTRUCTION AREA

CONTRACTOR STAGING AREA

HAUL ROAD

USACE PROPERTY BOUNDARY

S17 BASE

F.F.B.M.

BORROW AREA B

BORROW AREA A

S O

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SCALE: 1" = 450'

0 450'450' 225'

H S

SPILLWAY

EMERGENCY

H S

G-009

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PIONEERS BLVD

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HOLMES LAKE

GENERAL PLAN & SURVEY CONTROL DATA - SITE 17 (OPTION 1)

IRON ROD1277.0852570694.168363172.238F.F.B.M

IRON ROD1276.0152570696.109363173.854S17 BASE

DESCRIPTIONELEVATION (FT)EASTING (FT)NORTHING (FT)NAME

NAVD88

IN THE TABLE BELOW.

(NAVD88). THEY ARE BASED ON CONTROL POINT S17 BASE. VERTICAL AND HORIZONTAL CONTROL DATA ARE SHOWN

ELEVATIONS ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988

STATE PLANE COORDINATE SYSTEM FOR NEBRASKA (2600). THEY ARE BASED ON CONTROL POINT S17 BASE.

COORDINATES ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NORTH AMERICAN DATUM OF 1983 (NAD 83)

HORIZONTAL AND VERTICAL CONTROL POINTS (POINTS S17 BASE & F.F.B.M) ARE SHOWN IN THE GENERAL PLAN. GRID

1. PROJECT ELEVATIONS:

GENERAL NOTES:

O P

A N

T E

L O

P E C

R E

E K D

A M

SITE ENTRANCE

EASTING (FT)NORTHING (FT)AREA

6. AREAS SHOWN BELOW MAY BE SLIGHTLY ADJUSTED AS NEEDED WITH APPROVAL OF THE COR.

OF ALL STATE, LOCAL, AND FEDERAL ENTITIES.

5. HAUL ROUTES TO BORROW AREAS SHALL BE COORDINATED AND MEET REQUIREMENTS

4. YELLOW LINE REPRESENTS APPROXIMATE USACE PROPERTY BOUNDARY.

3. ACQUIRE ALL REQUIRED LOCAL, STATE, AND FEDERAL PERMITS FOR HAUL OR MATERIAL DELIVERY.

2. CHECK ALL BRIDGE DESIGN LOAD RATINGS ALONG ACCESS ROUTE TO JOB SITE AND DO NOT OVERLOAD BRIDGES.

2575031.88361123.47

2574788.14361116.66

2574765.47361634.98BORROW AREA B

2572864.03365485.11

2572864.03365674.01

2573123.81365674.01

2573123.81365485.11BORROW AREA A

2571027.12363805.30

2571113.75363988.34

2570861.24364027.28

3570839.07363968.30

2570932.30363933.25

2570963.82363843.47STAGING AREA

2570963.82363843.47

2570874.86363695.92

2571032.55363600.85

2571121.50363748.40GENERAL CONSTRUCTION AREA

A T

N N

D E

N E

D B

D E

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M A

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VICINITY OF THE CONDUIT ARE GIVEN ON SHT. V-105.

P3. HISTORICAL PIEZOMETER WATER LEVELS FOR THE EXISTING PIEZOMETERS LOCATED ALONG THE OUTLET WORKS CONDUIT OR THE

00 AND 31 00 00.

AFFECTED PIEZOMETERS MUST BE EXTENDED AS THE BACKFILL IS BEING BROUGHT UP AS INDICATED IN SPECIFICATION SECTIONS 33 66

SHALL BE PROTECTED AND RAISED IF NECESSARY. DURING COMPLETION OF BACKFILL AT EACH AFFECTED PIEZOMETER LOCATION, THE

AS INDICATED ON SHEETS V-101 THROUGH V-105, EXISTING PIEZOMETERS THAT ARE NOT LOCATED IN THE REQUIRED EXCAVATION AREAS

P2. AS INDICATED ON SHEETS V-101 THROUGH V-105, ABANDON EXISTING PIEZOMETERS LOCATED IN THE REQUIRED EXCAVATION AREAS.

CONDUIT FILTER. PIEZOMETER DETAILS (DETAILS A, B, C, D & E) ARE GIVEN ON SHEET C-506.

WITHIN THE FILTER SAND DIAPHRAGM. SEE PROFILE DRAWING SHEETS C-201A THROUGH C-204A FOR PIEZOMETER LOCATION WITHIN THE

THE CONDUIT AS INDICATED IN SPECIFICATION 33 66 00. THE PIEZOMETER MUST BE CENTERED IN UPSTREAM-TO-DOWNSTREAM DIRECTION

P1. AT EACH CONDUIT MODIFICATION SITE, INSTALL A NEW PIEZOMETER (P19-1) IN THE CONDUIT FILTER ON THE ABUTMENT SIDE OF

INSTALLATION OF NEW PIEZOMETERS AND ABANDONMENT, PROTECTION & RAISING OF EXISTING PIEZOMETERS:

C4. COARSE AGGREGATE MUST NOT BE IN CONTACT WITH COHESIVE MATERIAL.

REPAIRED AT THE CONTRACTOR'S EXPENSE.

EQUIPMENT REACTIONS. SPECIAL PROVISIONS MUST BE APPROVED BY THE COR PRIOR TO USE. ANY DAMAGE TO THE CONDUIT MUST BE

OPERATE OVER THE CONDUIT UNLESS A MINIMUM COVER OF 4 FEET IS PROVIDED OR SPECIAL PROVISIONS ARE MADE TO DISPERSE THE

C3. SUPPORT ANY UNSUPPORTED OUTLET WORKS CONDUIT LENGTHS GREATER THAN 4 FEET DURING EXCAVATION. EQUIPMENT MUST NOT

SPECIFICATION SECTION 31 00 00 EARTHWORK.

SECTION 31 00 00 EARTHWORK. COMPLETE THE WORK AT SITE 17 IN TWO CONSTRUCTION STAGES AS DESCRIBED IN PARAGRAPH 3.1 IN

C2. COMPLETE THE WORK AT SITES 2, 4, AND 14 IN THREE CONSTRUCTION STAGES AS DESCRIBED IN PARAGRAPH 3.1 IN SPECIFICATION

APPLICABLE FILL MATERIALS AS APPROVED BY THE COR AND ACCORDING TO THE SPECIFICATIONS.

C1. EXCAVATED TOPSOIL, EMBANKMENT FOUNDATION MATERIAL, AND EMBANKMENT FILL MUST BE SELECTIVELY STOCKPILED AND REUSED AS

CONSTRUCTION NOTES:

COMPLETION OF THE PROJECT.

ACCORDANCE WITH LOCAL REGULATIONS. REMOVE ALL MATERIAL AND EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY AT

20. KEEP THE JOB SITE CLEAN AND HAZARD-FREE. REMOVE ALL EXCAVATED MATERIAL, DEBRIS, AND RUBBISH FROM THE JOB SITE IN

DRAWING SIZE IS FURNISHED OR PLOTTED AND NOTIFY SUB-CONTRACTORS REGARDING THE ABOVE INFORMATION.

19. ALL SCALES SHOWN ON THE DRAWINGS ARE BASED ON A STANDARD DRAWING SIZE OF 22" X 34". ADJUST THE SCALES IF ANY OTHER

MODIFICATION TO THE DESIGN.

PART OF THE WORK. IMMEDIATELY NOTIFY THE COR OF ANY SUBSURFACE OR OTHER SITE CONDITIONS ENCOUNTERED THAT WOULD REQUIRE

18. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB SITE DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS MUST BE INCLUDED AS

17. ASTM SPECIFICATIONS NOTED ON THE CONSTRUCTION DOCUMENTS WILL BE OF THE LATEST REVISION.

THE INDICATED STAGING AND CONSTRUCTION AREAS IS NOT PERMITTED, UNLESS NOTED OTHERWISE OR APPROVED BY THE COR.

16. THE EXTENTS OF ALL SITE WORK MUST BE AS INDICATED IN THE CONSTRUCTION DOCUMENTS. EXCAVATION OR DISTURBANCE BEYOND

FIRM NAME, ADDRESS, TELEPHONE, FAX, POINT OF CONTACT, AND RESPONSIBILITIES RELATED TO THE PROJECT.

15. PROVIDE USACE WITH A LIST OF ALL SUBCONTRACTORS WHO WILL BE PERFORMING WORK ON THE PROJECT. THE LIST MUST INCLUDE

AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THIS CONTRACT.

14. SUPERVISE AND DIRECT THE WORK, AND BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES

GENERAL NOTES: (CONTINUED)

WORKING HOURS.

INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT MUST APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL

13. ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT

BY THE CONTRACT DOCUMENTS.

12. RECEIVE, IN WRITING, AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED

11. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE COR PRIOR TO PROCEEDING WITH THE WORK.

TO PROCEEDING WITH CONSTRUCTION.

AND DIMENSIONS SHOWN IN CONTRACT DOCUMENTS. CONFIRM THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN ON THE DRAWINGS PRIOR

10. VISIT THE JOB SITES PRIOR TO PROCEEDING WITH CONSTRUCTION AND BE RESPONSIBLE FOR FAMILIARITY WITH FIELD CONDITIONS

DOCUMENTS.

9. FURNISH ALL MATERIALS, EQUIPMENT, AND LABOR NECESSARY TO COMPLETE ALL WORK AS INDICATED IN THE CONSTRUCTION

SPECIFICATION 31 00 00 EARTHWORK.

32 92 19 SEEDING. BORROW AREAS MUST MEET THE REQUIREMENT OF COHESIVE MATERIALS AS SPECIFIED IN PARAGRAPH 1.2.3 IN

COR APPROVAL OF THE GRADING, SEED AND MULCH THE BORROW AREAS WITH SEED MIX "B" AND MULCH AS INDICATED IN SPECIFICATION

PROVIDE PROPER DRAINAGE AWAY FROM PERTINENT STRUCTURES AS INDICATED IN PARAGRAPH 3.7 IN SPECIFICATION 31 00 00. UPON

SPECIFICATION SECTION 31 11 00 CLEARING AND GRUBBING. UPON COMPLETION OF CONSTRUCTION, BORROW AREAS MUST BE GRADED TO

LOCATED ON GOVERNMENT PROPERTY. AREAS USED TO OBTAIN BORROW MATERIAL MUST BE CLEARED AND GRUBBED IN ACCORDANCE WITH

NAVD88 U.S. SURVEY FEET ELEVATIONS: 1359.3 AT SITE 2, 1334.2 AT SITE 4, AND 1271.5 AT SITE 14. ALL BORROW AREAS ARE

WHERE THE EMBANKMENT TIES INTO HIGH GROUND, BORROW EXCAVATION MUST NOT OCCUR FOR THESE LOCATIONS BELOW THE FOLLOWING

TO ELIMINATE POTENTIAL DETRIMENTAL EFFECTS FROM "LOWERING THE RESERVOIR RIM" WITHIN BORROW AREAS LOCATED ADJACENT TO

EXCAVATIONS (LIMITED TO 2 FEET IN DEPTH) MADE WITHIN THE AREAS DESIGNATED AS BORROW AREAS AS INDICATED ON SHEET G-006.

COORDINATE ACCESS TO AND THE USE OF ALL BORROW AREAS. AT SITE 2, FILL MATERIAL MUST BE OBTAINED ONLY FROM SHALLOW

:BORROW AREAS AND HAUL ROUTES8.

AS-BUILT SURVEY DATA IN NAVD 88, U.S. SURVEY FEET UNITS.

FOR GROUND SURFACE, PIPE INVERT, MANHOLE INVERT, TOP OF PIPE, TOP OF MANHOLE, AND TOP OF PIEZOMETER. PROVIDE THE

SURVEY FEET UNITS. THE VERTICAL LOCATION OF ALL FEATURES COMPLETED AS PART OF THIS CONTRACT MUST INCLUDE ELEVATIONS

COORDINATES UTILIZING THE NORTH AMERICAN DATUM OF 1983 (NAD83) STATE PLANE COORDINATE SYSTEM FOR NEBRASKA (2600), U.S.

OF THIS CONTRACT INCLUDING BUT NOT LIMITED TO THE CONDUIT, FILTER, MANHOLES, AND PIEZOMETERS. PROVIDE SURVEY IN

AS INDICATED IN SPECIFICATION SECTION 01 78 39.00 24. SURVEY THE HORIZONTAL LOCATION OF ALL FEATURES COMPLETED AS PART

SUBMIT AS-BUILT DRAWINGS AND ASSOCIATED CADD FILES DEPICTING ACTUAL AS-BUILT CONDITIONS OF THE COMPLETED CONSTRUCTION

:AS- BUILT DRAWINGS AND SPECIFICATIONS7.

BY THE COR.

STOCKPILE CONSTRUCTION MATERIALS ONLY IN THE WORK AREAS, STOCKPILE AREAS, STAGING AREAS, OR IN OTHER AREAS DESIGNATED

:STOCKPILES6.

TO BEGINNING WORK.

PROTECT FROM DAMAGE ALL UTILITIES WITHIN AND IN THE VICINITY OF THE WORK AREAS. LOCATE AND VERIFY ALL UTILITIES PRIOR

:UTILITIES5.

ANY DAMAGE OR LOSS OF THESE FEATURES MUST BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE.

INSTRUMENTATION AND PROJECT FEATURES WITHIN AND IN THE VICINITY OF THE CONTRACT WORK AREAS PRIOR TO BEGINNING WORK.

WORK. THE LOCATION OF THESE FEATURES ARE SHOWN ON THE DRAWINGS OR WILL BE IDENTIFIED BY THE COR. MARK ALL

INSTRUMENTATION, OTHER DAM SAFETY INSTRUMENTATION, OUTLET WORKS CONDUITS, DRAIN PIPES, AND ROADWAYS IN THE AREAS OF

EXCEPT AS INDICATED IN THE CONSTRUCTION DRAWINGS, PROTECT FROM DAMAGE ALL PIEZOMETER PIPES, MOVEMENT MARKERS, SEISMIC

:INSTRUMENTATION AND EXISTING PROJECT FEATURES4.

SET FENCES BACK A MINIMUM OF 12 FEET FROM EXCAVATIONS. INSTALLATION OF TEMPORARY FENCE MUST BE APPROVED BY THE COR.

WITH ORANGE PLASTIC CONSTRUCTION FENCING AND SIGNAGE AS DESCRIBED IN THE SPECIFICATIONS AND AS DIRECTED BY THE COR.

FENCE OFF ALL WORK AREAS TO PREVENT ACCESS BY THE GENERAL PUBLIC. SECURE THE PERIMETER OF EACH INDIVIDUAL WORK AREA

:FENCING3.

MUST BE APPROVED BY THE COR PRIOR TO USE.

UTILIZE ONLY THE STAGING AREAS SHOWN ON SHEETS G-006 THROUGH G-009. ANY ADDITIONAL AREAS UTILIZED BY THE CONTRACTOR

:CONTRACTOR STAGING AREAS2.

ROUTE PHOTOGRAPHS MUST BE TAKEN FOR EACH BORROW AREA USED.

PRIOR TO BEGINNING WORK. PRE-CONSTRUCTION AND POST-CONSTRUCTION HAUL ROUTE CENTERLINE PROFILE GROUND SURVEYS AND HAUL

REQUIRED BY THE COR. HAUL ROAD LOCATIONS TO AND FROM BORROW LOCATIONS AND/OR STOCKPILES MUST BE APPROVED BY THE COR

THE DAMS AS MUCH AS PRACTICABLE FOR HAUL ROUTES. SPECIFIC APPROVAL TO USE THE CREST OF THE DAM AS A HAUL ROUTE IS

WORK AS INDICATED IN PARAGRAPH 1.3.4 IN SPECIFICATION SECTION 31 00 00. UTILIZE THE DAM GROINS AND DOWNSTREAM TOE OF

THE PROPERTY ARE NOT REQUIRED. RE-ESTABLISH TEMPORARY HAUL ROADS TO PRECONSTRUCTION CONDITIONS UPON COMPLETION OF THE

ENTERING OR LEAVING THE WORK AREAS. ALL WORK AREAS ARE ON GOVERNMENT PROPERTY. ACQUISITION OF RIGHTS-OF-ENTRY TO ENTER

CONTRACTING OFFICER'S REPRESENTATIVE (COR). SECURE ALL ACCESS POINTS EACH TIME THEY ARE USED FOR VEHICLES/EQUIPMENT

ACCESS THE CONTRACT WORK AREAS AS INDICATED ON SHEETS G-006 THROUGH G-009, UNLESS OTHERWISE APPROVED BY THE

:ACCESS ROUTE AND HAUL ROADS1.

GENERAL NOTES:

INTAKE STRUCTURE

OUTLET WORKS

DO NOT DISTURB

SEISMIC INSTRUMENT

PILE BENTS

ACCESS MANHOLE

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C H

E C

K E

D B

D R

A W

N B

SHEET

®of Engineers

US Army Corps

O M

A H

N E

B R

A S

K A

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

D E

N F

E O

F S

D S x i n

A L

D A

T A

L L

A T

N P

A R

L C

O N

D U

E P

L A

C E

M E

N T

O U

T L E

T W

O R

K S M

O D

A T

C O

N D

T E

S A

L T C

R E

E K D

A M S

E S

L B

D P

H D

S G

C O

N T

R A

C T N

E N

U M

B E

M A

W F -1

-R -0

WITH 32" RCP

48" CMP LINED

INVERT = 1312.92

0 1320

P 16-1

94-4

94-5

MI-3

94-6

MI-6

P-7

MI-4

MI-5

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V-101

G C

O N

SCALE: 1" = 30'

0 30'30' 15'

SURVEY NOTES

EXISTING CONDITIONS - SITE 2

S C

V -1

.d g n

LEGEND

FENCE

MAJOR CONTOUR

MINOR CONTOUR

PIEZOMETER

PILING

MOVEMENT INSTRUMENT

OUTLET WORKS CONDUIT

TREES AND BUSHES

CREST ROAD CENTERLINE

BOTTOM OF DITCH

ROD IN CASING.

6. DESCRIPTION OF CONTROL POINTS: 1" STEEL

5. COMBINED SCALE FACTOR 0.999726602.

4. CONTOUR INTERVAL IS 1 FOOT US SURVEY FOOT.

FEBRUARY 2017.

PLUNGE POOL UNDERWATER ELEVATIONS SURVEYED:

METHODS. FIELD SURVEY DATE: JANUARY 2017.

3. TOPOGRAPHY IS DERIVED FROM GPS/RTK SURVEY

G-006.

BASED ON CONTROL POINT PT-1A. SEE SHEET

VERTICAL DATUM 1988 (NAVD 88). THEY ARE

FEET AND REFER TO THE NORTH AMERICAN

2. ELEVATIONS ARE REFLECTED IN US SURVEY

SHEET G-006.

THEY ARE BASED ON CONTROL POINT PT-1A. SEE

SYSTEM FOR: NEBRASKA STATE PLANE (2600).

DATUM OF 1983 (NAD83) STATE PLANE COORDINATE

SURVEY FEET AND REFER TO THE NORTH AMERICAN

1. GRID COORDINATES ARE REFLECTED IN US

E O

E C

R E

E K D

PILE BENTS

OUTLET WORKS

WITH 42" RCP

60" CMP LINED

INVERT = 1280.32

ACCESS MANHOLE

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C H

E C

K E

D B

D R

A W

N B

SHEET

®of Engineers

US Army Corps

O M

A H

N E

B R

A S

K A

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

D E

N F

E O

F S

D S x i n

A L

D A

T A

L L

A T

N P

A R

L C

O N

D U

E P

L A

C E

M E

N T

O U

T L E

T W

O R

K S M

O D

A T

C O

N D

T E

S A

L T C

R E

E K D

A M S

E S

L B

D P

H D

S G

C O

N T

R A

C T N

E N

U M

B E

M A

W F -1

-R -0

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FENCE

SPOT ELEVATION

major contour minor contour

PIEZOMETER

PILING

SCALE: 1" = 40'

0 40'40' 20'

MOVEMENT INSTRUMENT

OUTLET WORKS CONDUIT

TREES AND BUSHES

CREST ROAD CENTERLINE

1318.09

EXISTING CONDITIONS - SITE 4

S C

V -1

V-102

G C

O N

N S

5. COMBINED GRID FACTOR IS: 0.999716236.

4. CONTOUR INTERVAL IS 1 US SURVEY FOOT.

METHODS. FIELD SURVEY DATE: MARCH 2018.

3. TOPOGRAPHY IS DERIVED FROM GPS/RTK SURVEY

G-007.

BASED ON CONTROL POINT PT 2A. SEE SHEET

VERTICAL DATUM OF 1988 (NAVD 88). THEY ARE

FEET AND REFER TO THE NORTH AMERICAN

2. ELEVATIONS ARE REFLECTED IN US SURVEY

SHEET G-007.

ARE BASED ON CONTROL POINT PT 2A. SEE

COORDINATE SYSTEM, US SURVEY FEET. THEY

DATUM OF 1983 (NAD 83) NEBRASKA STATE PLANE

SURVEY FEET AND REFER TO THE NORTH AMERICAN

1. GRID COORDINATES ARE REFLECTED IN US

O P

B L

U E

S T

E M D

PILE BENTS

ACCESS MANHOLE

WITH 42" RCP

60" CMP LINED

INVERT - 1205.64

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C H

E C

K E

D B

D R

A W

N B

SHEET

®of Engineers

US Army Corps

O M

A H

N E

B R

A S

K A

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

D E

N F

E O

F S

D S x i n

A L

D A

T A

L L

A T

N P

A R

L C

O N

D U

E P

L A

C E

M E

N T

O U

T L E

T W

O R

K S M

O D

A T

C O

N D

T E

S A

L T C

R E

E K D

A M S

E S

L B

D P

H D

S G

C O

N T

R A

C T N

E N

U M

B E

M A

W F -1

-R -0

1199.592

O R

P-9

P-12

P-8

P-11

P-3

P16-1

P-7

94-6

94-5

P-4

P-10

MI-3

MI-4

87-3

P-13

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V-103

G C

O N

PIEZOMETER

O R

M MANHOLE

+ PILING

SCALE: 1" = 40'

0 40'40' 20'

SURVEY NOTES

ROD IN CASING.

6. DESCRIPTION OF CONTROL POINTS: 1" STEEL

5. COMBINED SCALE FACTOR 0.999670281.

4. CONTOUR INTERVAL IS 1 FOOT US SURVEY FOOT.

MAY 2017.

PLUNGE POOL UNDERWATER ELEVATIONS SURVEY:

METHODS. FIELD SURVEY DATE: JANUARY 2017.

3. TOPOGRAPHY IS DERIVED FROM GPS/RTK SURVEY

SHEET G-008.

BASED ON CONTROL POINT BM B-RESET. SEE

VERTICAL DATUM 1988 (NAVD 88). THEY ARE

FEET AND REFER TO THE NORTH AMERICAN

2. ELEVATIONS ARE REFLECTED IN US SURVEY

B-RESET. SEE SHEET G-008.

(2600). THEY ARE BASED ON CONTROL POINT BM

COORDINATE SYSTEM FOR: NEBRASKA STATE PLANE

DATUM OF 1983 (NAD 83) STATE PLANE

SURVEY FEET AND REFER TO THE NORTH AMERICAN

1. GRID COORDINATES ARE REFLECTED IN US

MOVEMENT INSTRUMENT

SPOT ELEVATION

OUTLET WORKS CONDUIT

LEGEND

CREST ROAD CENTERLINE

1230.703

EXISTING CONDITIONS - SITE 14

S C

V -1

A W

N E

E D

INVERT ELEVATION

1213.06 FT 60" CMP

LINED WITH 42" RCP

BASIN STRUCTURE

OUTLET WORKS STILLING

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C H

E C

K E

D B

D R

A W

N B

SHEET

®of Engineers

US Army Corps

O M

A H

N E

B R

A S

K A

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

D E

N F

E O

F S

D S x i n

A L

D A

T A

L L

A T

N P

A R

L C

O N

D U

E P

L A

C E

M E

N T

O U

T L E

T W

O R

K S M

O D

A T

C O

N D

T E

S A

L T C

R E

E K D

A M S

E S

L B

D P

H D

S G

C O

N T

R A

C T N

E N

U M

B E

M A

W F -1

-R -0

P-4

P-3

CM-5

94-9

94-3

P16-1

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PIEZOMETER

SCALE: 1" = 40'

0 40'40' 20'

OUTLET WORKS CONDUIT

S C

V -1

V-104

G C

O N

N S

5. COMBINED GRID FACTOR IS: 0.999682378.

4. CONTOUR INTERVAL IS 1 US SURVEY FOOT.

METHODS. FIELD SURVEY DATE: MARCH 2018.

3. TOPOGRAPHY IS DERIVED FROM GPS/RTK SURVEY

SHEET G-009.

BASED ON CONTROL POINT POINT S17 BASE. SEE

VERTICAL DATUM OF 1988 (NAVD 88). THEY ARE

FEET AND REFER TO THE NORTH AMERICAN

2. ELEVATIONS ARE REFLECTED IN US SURVEY

SHEET G-009.

ARE BASED ON CONTROL POINT S17 BASE. SEE

COORDINATE SYSTEM, US SURVEY FEET. THEY

DATUM OF 1983 (NAD 83) NEBRASKA STATE PLANE

SURVEY FEET AND REFER TO THE NORTH AMERICAN

1. GRID COORDINATES ARE REFLECTED IN US

EXISTING CONDITIONS - SITE 17 (OPTION 1)

control

O P

A N

T E

L O

P E C

R E

E K D

A M

EMBANKMENT CENTERLINE

STRONG MOTION ACCELEROMETER

SC17 - CREST

SC17 - DOWNSTREAM

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C H

E C

K E

D B

D R

A W

N B

SHEET

®of Engineers

US Army Corps

O M

A H

N E

B R

A S

K A

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

D E

N F

E O

F S

D S x i n

A L

D A

T A

L L

A T

N P

A R

L C

O N

D U

E P

L A

C E

M E

N T

O U

T L E

T W

O R

K S M

O D

A T

C O

N D

T E

S A

L T C

R E

E K D

A M S

E S

L B

D P

H D

S G

C O

N T

R A

C T N

E N

U M

B E

M A

W F -1

-R -0

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V-105

Z O

M E

T E

R D

A T

DATE: JULY 1993

1249.51 FTRECORD POOL:

S C

V -1

.d g n

DATE: 7 MAY 2015

RECORD POOL: 1316.8 FT

DATE: 7 MAY 2015

RECORD POOL: 1345.60 FT

E S

DATE: 7 MAY 2016

1250.20 FTRECORD POOL:

AND RESERVOIR ELEVATIONS AT THE TIME OF CONSTRUCTION.

FOR HISTORICAL DATA BASED ON PRECIPITATION

INFORMATION ONLY. ACTUAL CONDITIONS MAY VARY

4. HISTORICAL PIEZOMETER DATA IS INCLUDED FOR

SEE SHEETS C-701 THROUGH C-708.

3. FOR PZ BORING AND INSTALLATION LOGS

2. FOR PZ LOCATIONS SEE SHEETS V-101 THROUGH V-104.

1. ELEVATIONS SHOWN ARE NAVD 88.

NOTES:

PIEZOMETER DATA - SITE 2 - OLIVE CREEK DAM

PIEZOMETER DATA - SITE 4 - BLUESTEM DAM

PIEZOMETER DATA - SITE 14 - PAWNEE DAM

PIEZOMETER DATA - SITE 17 - ANTELOPE CREEK DAM

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C H

E C

K E

D B

D R

A W

N B

SHEET

®of Engineers

US Army Corps

O M

A H

N E

B R

A S

K A

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

D E

N F

E O

F S

D S x i n

A L

D A

T A

L L

A T

N P

A R

L C

O N

D U

E P

L A

C E

M E

N T

O U

T L E

T W

O R

K S M

O D

A T

C O

N D

T E

S A

L T C

R E

E K D

A M S

E S

L B

D P

H D

S G

C O

N T

R A

C T N

E N

U M

B E

M A

W F -1

-R -0

5 1325

5 1

0 1

N 289,929.18

E 2,515,401.11

N 289,925.37

E 2,515,402.35

N 289,930.01

E 2,515,416.61

N 289,933.81

E 2,515,415.38

%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%

%PRODUCTION DATA 1%

C-101

PLUNGE POOL

OUTLET WORKS

EMBANKMENT TOE

SLOPE

EMBANKMENT

DOWNSTREAM

S T O

R M

SCALE: 1" = 20'

0 20'20' 10'

A G

E E

X C

A V

A T

N P

L A

INTAKE STRUCTURE

OUTLET WORKS

V O

N .5

V O

N .5

V O

10'

MANHOLE

ACCESS

EXISTING

10'

SPECIFICATION SECTION 31 00 00

AND COMPACTION PROCEDURES IN

STAGE 1 CONDUIT FILTER PLACEMENT

FILL TRENCH TO PIPE SPRINGLINE PER

STAGE 1 BACKFILL:

S C

C -1

.d g n

GRADE

ABOVE FINAL

DAMAGE AND RAISE

PROTECT FROM

PIEZOMETER P94-5

CONDUIT

OUTLET WORKS

STAGE 1 EXCAVATION PLAN - SITE 2

ABANDON

PIEZOMETER P16-1

ABANDON

PIEZOMETER P94-4

(SEE SHEET G-F06)

EXISTING EMBANKMENT DRAIN

APPROXIMATE LOCATION OF

CREST ELEV. = 1335.3 (NAVD 88)

PRIOR TO STAGE 1 EXCAVATION

AND 1H:1V SIDE SLOPES

RING LEVEE WITH 10' CREST

CONSTRUCT TEMPORARY

(SEE NOTES 1+2)

EXCAVATION

STAGE 1

ELEV 1314.1 FT

E O

E C

R E

E K D

A M

MUST REMAIN THE SAME.

EQUIPMENT USED WITH COR APPROVAL. ELEVATION, AND DIMENSIONS OF TEMPORARY RING LEVEE

10. LOCATION OF TEMPORARY RING LEVEE MAY BE SHIFTED TO ACCOMMODATE CONSTRUCTION

9. STATE PLANE COORDINATES SHOWN INDICATE THE LIMITS OF THE BASE OF THE CONDUIT FILTER.

(EMBANKMENT FILL STABILITY BERM) UPON APPROVAL OF COR.

8. TEMPORARY RING LEVEE AND/OR MATERIAL MAY BE INCORPORATED INTO FINAL SITE GRADING

7. SEE SPECIFICATION SECTION 31 00 00 EARTHWORK FOR STAGING OF SITE CONSTRUCTION.

6. FOR ABANDONING PIEZOMETERS, SEE SPECIFICATION SECTION 02 41 00 DEMOLITION.

5. SEE SHEET C-301 FOR TYPICAL SECTIONS.

4. SEE SHEET C-109 FOR SITE 2 FINAL GRADING PLAN.

3. SEE SHEET C-201 FOR PROFILE ALONG CENTERLINE OF OUTLET WORKS CONDUIT.

THEIR WORK PLAN AND MODIFICATIONS ARE SUBJECT TO APPROVAL OF THE COR.

2. CONTRACTOR SHALL SHOW ANY MODIFICATIONS TO THE EXCAVATION LIMITS IN

FOR EQUIPMENT AND TO FACILITATE MATERIAL PLACEMENT.

EXCAVATION LIMITS AS NECESSARY TO PROVIDE SUITABLE PLATFORMS AND RAMPS

1. EXCAVATION LIMITS SHOWN ARE MINIMUM DIMENSIONS. CONTRACTOR MAY VARY

NOTES:

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C H

E C

K E

D B

D R

A W

N B

SHEET

®of Engineers

US Army Corps

O M

A H

N E

B R

A S

K A

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

D E

N F

E O

F S

D S x i n

A L

D A

T A

L L

A T

N P

A R

L C

O N

D U

E P

L A

C E

M E

N T

O U

T L E

T W

O R

K S M

O D

A T

C O

N D

T E

S A

L T C

R E

E K D

A M S

E S

L B

D P

H D

S G

C O

N T

R A

C T N

E N

U M

B E

M A

W F -1

-R -0

5 1325

C-102

PLUNGE POOL

OUTLET WORKS

EXCAVATION

STAGE 1

EXCAVATION

STAGE 2

EMBANKMENT TOE

MANHOLE

ACCESS

SLOPE

EMBANKMENT

DOWNSTREAM

S T O

R M

1V ON 1.5H

STAGE 3 EXCAVATION, SEE SPECIFICATION 31 00 00

C -1

.d g n

ABOVE FINAL GRADE

DAMAGE AND RAISE

PROTECT FROM

PIEZOMETER 94-5

(SEE SHEET G-F06)

EXISTING EMBANKMENT DRAIN

APPROXIMATE LOCATION OF

ABANDONED

PIEZOMETER 94-4 ABANDONED

PIEZOMETER 16-1

SECTION 31 00 00 EARTHWORK.

5. CONSTRUCT AND REMOVE TEMPORARY RING LEVEE AS SPECIFIED IN SPECIFICATION

4. FOR ABANDONING PIEZOMETERS, SEE SPECIFICATION SECTION 02 41 00 DEMOLITION.

3. SEE SHEET C-301 FOR TYPICAL SECTIONS.

2. SEE SHEET C-109 FOR SITE 2 FINAL GRADING PLAN.

1. SEE SHEET C-201 FOR PROFILE ALONG CENTERLINE OF OUTLET WORKS CONDUIT.

NOTES:

CONDUIT

OUTLET WORKS

S T

A G

E A

N D E

X C

A V

A T

N P

L A

E O

E C

R E

E K D

STAGE 2 AND 3 EXCAVATION PLAN - SITE 2

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C H

E C

K E

D B

D R

A W

N B

SHEET

®of Engineers

US Army Corps

O M

A H

N E

B R

A S

K A

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

D E

N F

E O

F S

D S x i n

A L

D A

T A

L L

A T

N P

A R

L C

O N

D U

E P

L A

C E

M E

N T

O U

T L E

T W

O R

K S M

O D

A T

C O

N D

T E

S A

L T C

R E

E K D

A M S

E S

L B

D P

H D

S G

C O

N T

R A

C T N

E N

U M

B E

M A

W F -1

-R -0

N 306,387.64

N 306,385.10

N 306,376.03

N 306,373.50

Elev. 1,280.10

E 2,531,475.74

Elev. 1,280.10

E 2,531,472.65

Elev. 1,280.10

E 2,531,463.14

Elev. 1,280.10

E 2,531,466.24

PLUNGE POOL

OUTLET WORKS

EMBANKMENT TOE

SLOPE

EMBANKMENT

DOWNSTREAM

V O

N .5

V O

N .5

V O

10' MANHOLE

ACCESS

EXISTING

CREST ELEV. = 1307.6 (NAVD 88)

PRIOR TO STAGE 1 EXCAVATION

AND 1H:1V SIDE SLOPES

RING LEVEE WITH 10' CREST

CONSTRUCT TEMPORARY

C -1

.d g n

C-103

S T

A G

E E

X C

A V

A T

N P

L A

SPECIFICATION SECTION 31 00 00

AND COMPACTION PROCEDURES IN

STAGE 1 CONDUIT FILTER PLACEMENT

FILL TRENCH TO PIPE SPRINGLINE PER

STAGE 1 BACKFILL:

CONDUIT

OUTLET WORKS

94-3

PIEZOMETER

MI-4

ABANDON

PIEZOMETER P16-1

ABANDON

PIEZOMETER P-1

(SEE NOTES 1+2)

EXCAVATION

STAGE 1

RING LEVEE MUST REMAIN THE SAME.

EQUIPMENT USED WITH COR APPROVAL. ELEVATION AND DIMENSIONS OF THE TEMPORARY

10. LOCATION OF TEMPORARY RING LEVEE MAY BE SHIFTED TO ACCOMMODATE CONSTRUCTION

9. STATE PLANE COORDINATES SHOWN INDICATE THE LIMITS OF THE BASE OF THE CONDUIT FILTER.

(EMBANKMENT FILL STABILITY BERM) UPON APPROVAL OF COR.

8. TEMPORARY RING LEVEE AND/OR MATERIAL MAY BE INCORPORATED INTO FINAL SITE GRADING

7. SEE SPECIFICATION SECTION 31 00 00 EARTHWORK FOR STAGING OF SITE CONSTRUCTION.

6. FOR ABANDONING PIEZOMETERS, SEE SPECIFICATION SECTION 02 41 00 DEMOLITION.

5. SEE SHEET C-302 FOR TYPICAL SECTIONS.

4. SEE SHEET C-110 FOR SITE 4 FINAL GRADING PLAN.

3. SEE SHEET C-202 FOR PROFILE ALONG CENTERLINE OF OUTLET WORKS CONDUIT.

THEIR WORK PLAN AND MODIFICATIONS ARE SUBJECT TO APPROVAL OF THE COE.

2. CONTRACTOR SHALL SHOW ANY MODIFICAITONS TO THE EXCAVATION LIMITS IN

FOR EQUIPMENT AND TO FACILITATE MATERIAL PLACEMENT.

EXCAVATION LIMITS AS NECESSARRY TO PROVIDE SUITABLE PLATFORMS AND RAMPS

1. EXCAVATION LIMITS SHOWN ARE MINIMUM DIMENSIONS. CONTRACTOR MAY VARY

NOTES:

O P

B L

U E

S T

E M D

STAGE 1 EXCAVATION PLAN - SITE 4 (OPTION 2)

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C H

E C

K E

D B

D R

A W

N B

SHEET

®of Engineers

US Army Corps

O M

A H

N E

B R

A S

K A

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

D E

N F

E O

F S

D S x i n

A L

D A

T A

L L

A T

N P

A R

L C

O N

D U

E P

L A

C E

M E

N T

O U

T L E

T W

O R

K S M

O D

A T

C O

N D

T E

S A

L T C

R E

E K D

A M S

E S

L B

D P

H D

S G

C O

N T

R A

C T N

E N

U M

B E

M A

W F -1

-R -0

C -1

.d g n

C-104

EXCAVATION

STAGE 1

EXCAVATION

STAGE 2

MANHOLE

ACCESS

S T O

R M

INTAKE STRUCTURE

OUTLET WORKS

1V ON 1.5H

STAGE 3 EXCAVATION, SEE SPECIFICATION 31 00 00

SLOPE

EMBANKMENT

DOWNSTREAM

PLUNGE POOL

OUTLET WORKS

EMBANKMENT TOE

CONDUIT

OUTLET WORKS

94-3

PIEZOMETER

MI-4

SECTION 31 00 00 EARTHWORK.

5. CONSTRUCT AND REMOVE TEMPORARY RING LEVEE AS SPECIFIED IN SPECIFICATION

4. FOR ABANDONING PIEZOMETERS, SEE SPECIFICATION SECTION 02 41 00 DEMOLITION.

3. SEE SHEET C-302 FOR TYPICAL SECTIONS.

2. SEE SHEET C-110 FOR SITE 4 FINAL GRADING PLAN.

1. SEE SHEET C-202 FOR PROFILE ALONG CENTERLINE OF OUTLET WORKS CONDUIT.

NOTES:

ABANDON

PIEZOMETER P16-1

ABANDON

PIEZOMETER P-1

S T

A G

E A

N D E

X C

A V

A T

N P

L A

O P

B L

U E

S T

E M D

STAGE 2 AND 3 EXCAVATION PLAN - SITE 4 (OPTION 2)

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C H

E C

K E

D B

D R

A W

N B

SHEET

®of Engineers

US Army Corps

O M

A H

N E

B R

A S

K A

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

D E

N F

E O

F S

D S x i n

A L

D A

T A

L L

A T

N P

A R

L C

O N

D U

E P

L A

C E

M E

N T

O U

T L E

T W

O R

K S M

O D

A T

C O

N D

T E

S A

L T C

R E

E K D

A M S

E S

L B

D P

H D

S G

C O

N T

R A

C T N

E N

U M

B E

M A

W F -1

-R -0

V E R T

M P W /4 2I

N L

E R

05 1205

T O P E

X P O S E D P

T O P T

O P C

T R F T C

M P G

R A…

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