Dwgs - Switchyard Road Gavins W9128F21B0025.PDF

PDF 27 MB Posted Aug 11, 2021

Attached to: Gavins Point Switchyard Road Rehab Federal contract opportunity
Solicitation number: W9128F21B0025
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

About this file

Written by GovTribe AI · Dec 28, 2023

This notice announces a forthcoming solicitation for asphalt pavement replacement and repair work on the Gavins Point Switchyard Road in Crofton, Nebraska. The U.S. Army Corps of Engineers, Omaha District will issue the solicitation on September 10, 2021 for the repair and construction work including asphalt pavement replacement, asphalt overlay, pavement marking, and replacement and construction of curbs, gutters and storm drainage features. The period of performance is approximately 12 months. The estimated value of construction is between $500,000 and $1,000,000. The primary NAICS code is 237310 for highway, street, and bridge construction. Offerors must register in the System for Award Management at sam.gov. Questions should be directed to the named contracting officer via email.

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Other files for this federal contract opportunity

Other files attached to Gavins Point Switchyard Road Rehab, newest first.
File	Type	Posted
Bid Abstract_W9128F21B0025 GP Switchyard Road.pdf	PDF	Sep 14, 2021
W9128F21B0025 AM0001 - 31 Aug 21.pdf	PDF	Aug 31, 2021
SITE VISIT_Record of Attendance_GP Switchyard Road Rehab.pdf	PDF	Aug 18, 2021
Specs - Switchyard Road Gavins W9128F21B0025.pdf	PDF	Aug 11, 2021
Solicitation_W9128F21B0025.pdf	PDF	Aug 11, 2021

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

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ABBREVIATIONS

COURSE(S)CRS

CROSS GRAINCRG

CORROSIVE RESISTANT STEELCRES

CIRCUMFERENCECRCMF

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AMERICAN WIRE GAUGEAWG

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ABOVE SUSPENDED CEILINGASC

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AMERICAN REFRIGERATION INSTITUTEARI

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AMERICAN NATIONAL STANDARDS INSTITUTEANSI

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ALUMINUMALUM

ALTERNATEALT

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AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISC

AMPERE INTERRUPTING CAPACITYAIC

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FIRE EXTINGUISHER CABINETFEC

FIRE EXTINGUISHER BRACKETFEB

FIRE EXTINGUISHERFE

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GLAZED CONCRETE MASONRY UNITSGLZ CMU

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GALVANIZED IRON PIPEGIP

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GOVERNMENT-FURNISHED EQUIPMENT CONTRACTOR INSTALLEDGFE/CI

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GALVANIZED STEELGALV STL

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PRECAST CONCRETEPCC

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PUSH BUTTON STATIONPBS

PARTICLE BOARDPBD

PANIC BARPB

PARALLELPAR

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NOISE REDUCTION COEFFICIENTNRC

NOISE REDUCTIONNR

NOMINALNOM

NUMBERNO

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NONMETALLICNM

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NICKELNi

NATIONAL FIRE PROTECTION ASSOCIATIONNFPA

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNEMA

NATIONAL ELECTRICAL CODENEC

NORMALLY CLOSEDNC

NATURALNAT

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MOVABLEMVBL

METALMTL

METAL FURRINGMTFR

MOUNTEDMTD

MOUNTMT

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MACHINE SCREWSMS

METAL ROOF DECKINGMRD

MARBLE BASEMRB

MOP RECEPTORMR

MOVABLE PARTITIONMP

MOTORMOT

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MODULARMOD

MASONRY OPENINGMO

MATERIAL NOT IN CONTRACT (INSTALLATION BY CONTRACTOR)MNIC

MILLIMETER(S)mm

MILLWORKMLWK

MOULDINGMLDG

MONOLITHICML

METAL LATHML

MISCELLANEOUSMISC

MIRRORMIRR

MINIMUMMIN

MALLEABLE IRONMI

MANHOLEMH

MATTE-GLAZED TILEMGT

MOTOR GENERATORMG

MANUFACTURERMFR

MANUFACTURINGMFG

METAL FLOOR DECKINGMFD

METAL EDGE STRIPMES

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METAL DIVIDER STRIPMDS

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...\30500 - Construction E&D\GP80\30DA0 - Plans & Specs\CAD_BIM\_Sheets\LOC

®of Engineers

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DPOW

ERHOUSE

ROAD

SWITCHYARD ROAD

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PROJECT SITE LOCATION - GAVIN'S POINT

ENLARGEMENT OF PROJECT AREA

NOT TO SCALE

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.d g n

NEBRASKA HIGHWAY 121

CLEARANCE FROM ALL TRANSMISSION LINES IS 15 FEET.

GAVINS POINT HAS 115 KV LINES LEAVING THE SWITCHYARD. MINIMUM 7.

GOVERNMENTAL SAFETY REQUIREMENTS FOR MORE INFORMATION.

REQUIREMENTS MANUAL). SEE SPECIFICATION SECTION 01 35 26 -

INCLUDING OSHA 29 CFR 1926 AND USACE EM 385-1-1 (SAFETY & HEALTH

HEALTH ADMINISTRATION (OSHA) AND USACE SAFETY REQUIREMENTS;

ALL CONSTRUCTION WORK SHALL COMPLY WITH OCCUPATIONAL SAFETY & 6.

REPRESENTATIVE OR PROJECT ENGINEER FOR SECURITY GATE ACCESS.

CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER'S 5.

AREA."

STOCKPILE LOCATION SHOWN ON THIS SHEET "ENLARGEMENT OF PROJECT

EXACT ASPHALT MILLING STOCKPILE LOCATION. GENERAL

OFFICER'S REPRESENTATIVE OR PROJECT ENGINEER FOR

CONTRACTOR SHALL COORDINATE WITH CONTRACTING4.

CONSTRUCTION IS COMPLETE.

RETURN STAGING AREA TO PRE-PROJECT CONDITIONS WHEN

EQUIPMENT IN THE AREA SHALL NOT BE DISTURBED. CONTRACTOR SHALL

STAGING AREA AND SENSITIVE AREAS TO AVOID. DAM SAFETY MONITORING

REPRESENTATIVE OR PROJECT ENGINEER ON LIMITS AND LOCATION OF

CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER'S 3.

TO PRE-PROJECT CONDITIONS WHEN CONSTRUCTION IS COMPLETE.

SHALL RETURN ANY EXISTING ROADWAY USED AS PART OF THE HAUL ROUTE

CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF HAUL ROADS AND 2.

PROJECT ENGINEER FOR APPROVAL OF ACCESS ROUTES.

SHALL COORDINATE WITH CONTRACTING OFFICER'S REPRESENTATIVE OR

CONTRACTOR ACCESS SHOWN IS FOR INFORMATION ONLY. CONTRACTOR 1.

GENERAL NOTES:

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SPILLWAY BRIDGE

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SCALE: 1" = 300'

600'0 300'

ALL UTILITIES WERE LOCATED BY SURFACE INDICATION.6)

COMBINED GRID FACTOR IS: 0.999639796.5)

CONTOUR INTERVAL IS 1 US SURVEY FOOT.4)

FIELD SURVEY DATE: APRIL 2020.

TOPOGRAPHY IS DERIVED FROM GPS/RTK AND TOTAL STATION SURVEY METHODS. 3)

VERTICAL DATUM OF 1988 (NAVD 88).

ELEVATIONS ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NATIONAL AMERICAN 2)

NEBRASKA 2600. THEY ARE BASED ON CONTROL POINT IH 20-32 A.

AMERICAN DATUM of 1983 (NAD 83) STATE PLANE COORDINATE SYSTEM FOR:

GRID COORDINATES ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NORTH1)

SURVEY NOTES

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105106

5/8" REBAR W/ALUMINUM DISK1219.512201288.4662734117.212IH 20-32 A

DESCRIPTIONELEVATIONEASTINGNORTHINGNAME

CONTROL DATA

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KEYPLAN SCALE: 1" = 500'

SCALE: 1" = 10'

10' 20'0

NORTH

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ROAD SIGN

WATER VALVE

WATER LINE

UNDERGROUND COMM. LINE

GUARDRAIL

UNDERGROUND ELECTRICAL LINE

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EXISTING GRADE

LS IRRIGATION SPRINKLER HEAD

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36" CMP CULVERT

EDGE OF ASPHALT PAVEMENT

ELEV. 1214.158

OUTLET INVERT

ELEV. 1216.539

INLET INVERT

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EDGE OF ASPHALT PAVEMENT

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5/8" R

B A R W

ITH

U M D

V A

TIO

N = 1219.512

E A S

TIN

G = 201288.466

N O

G = 2734117.212

20-32 A

24" RCP NW = 1210.731

24" CMP SE = 1212.367

RIM = 1217.581

STORM SEWER MANHOLE

24" CMP NW = 1212.872

24" CMP E = 1214.6529

RIM = 1218.960

CURB INLET

24" CMP W = 1214.796

RIM = 1218.856

CURB INLET

EDGE OF ASPHALT PAVEMENT

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IH_20-32_A

N 201288.4660

E 2734117.2120

ELEV 1219.51

CHAIN LINK

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PLAN

ROAD SIGN

WATER VALVE

WATER LINE

UNDERGROUND COMM. LINE

GUARDRAIL

UNDERGROUND ELECTRICAL LINE

STORM SEWER LINE

LS IRRIGATION SPRINKLER HEAD

S H

E E

E X

G S

E C

O N

N S

VF111

B E

R G

E R

B E

R G

E R

D A

V E

N P

O R

A N

S I

D G

V F .d g n

EXISTING CONTOUR LINE

D A

V E

N P

O R

T C

D A

V E

N P

O R

W F

G A

S P

T D

A M

N E

B R

A S

K A

A U

G U

S T

12" CMP SW = 1230.191

RIM = 1234.394

STORM INLET

24" CMP NW = 1230.137

12" CMP NE = 1230.106

RIM = 1234.576

STORM INLET

24" CMP SE = 1230.052

STORM DRAIN OUTLET

FENCE

GATE

EDGE OF ASPHALT PAVEMENT

CONCRETE VALLEY GUTTER

EDGE OF ASPHALT PAVEMENT

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 O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

L S

C B

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:21:41 AM 7/29/2021

U .S

A R

M Y C

O R

P S O

F E

N G

E E

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

S W

C H

Y A

R D R

O A

D O

M A

H A D

T R

SCALE: 1" = 10'

10' 20'0

NORTH

PLAN

ROAD SIGN

WATER VALVE

WATER LINE

UNDERGROUND COMM. LINE

GUARDRAIL

UNDERGROUND ELECTRICAL LINE

STORM SEWER LINE

LS IRRIGATION SPRINKLER HEAD

S H

E E

E X

G S

E C

O N

N S

VF112

B E

R G

E R

B E

R G

E R

D A

V E

N P

O R

A N

S I

D G

V F .d g nSPILLWAY BRIDGE

EXISTING CONTOUR LINE

D A

V E

N P

O R

T C

D A

V E

N P

O R

W F

G A

S P

T D

A M

N E

B R

A S

K A

A U

G U

S T

DAM SETTLEMENT GAUGE

FENCE

GATE

CONCRETE WALL

DAM SAFETY INSTRUMENT

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 O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:22:29 AM 7/29/2021

U .S

A R

M Y C

O R

P S O

F E

N G

E E

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

S W

C H

Y A

R D R

O A

D O

M A

H A D

T R

SCALE: 1" = 10'

10' 20'0

NORTH

PLAN

ROAD SIGN

WATER VALVE

WATER LINE

UNDERGROUND COMM. LINE

GUARDRAIL

UNDERGROUND ELECTRICAL LINE

STORM SEWER LINE

LS IRRIGATION SPRINKLER HEAD

S H

E E

E X

G S

E C

O N

N S

VF113

B E

R G

E R

B E

R G

E R

D A

V E

N P

O R

A N

S I

D G

V F .d g n

SPILL

WAY BRIDGE

EXISTING CONTOUR LINE

D A

V E

N P

O R

T C

D A

V E

N P

O R

W F

G A

S P

T D

A M

N E

B R

A S

K A

A U

G U

S T

EDGE OF ASPHALT PAVEMENT

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 O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:23:54 AM 7/29/2021

U .S

A R

M Y C

O R

P S O

F E

N G

E E

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

S W

C H

Y A

R D R

O A

D O

M A

H A D

T R

SCALE: 1" = 10'

10' 20'0

NORTH

PLAN

ROAD SIGN

WATER VALVE

WATER LINE

UNDERGROUND COMM. LINE

GUARDRAIL

UNDERGROUND ELECTRICAL LINE

STORM SEWER LINE

LS IRRIGATION SPRINKLER HEAD

S H

E E

E X

G S

E C

O N

N S

VF114

B E

R G

E R

B E

R G

E R

D A

V E

N P

O R

A N

S I

D G

V F .d g n

1222 EXISTING CONTOUR LINE

D A

V E

N P

O R

T C

D A

V E

N P

O R

W F

G A

S P

T D

A M

N E

B R

A S

K A

A U

G U

S T

18"

16"

18"

16"

SPILLWAY BRIDGE

SEE SHEETS CS101 - CS106

CROSS HATCHED AREA

MILL AND OVERLAY ASPHALT

SEE SHEETS CS111 - CS112

CROSS HATCHED AREA

MILL AND OVERLAY ASPHALT

OPTION 1

SEE SHEETS CS113 - CS114

CROSS HATCHED AREA

MILL AND OVERLAY ASPHALT

SEE SHEET CS113

HATCHED AREA

REMOVE AND REPLACE ASPHALT

SEE SHEETS CS106 - CS112

HATCHED AREA

REMOVE AND REPLACE ASPHALT

SEE SHEET CS107

CROSS HATCHED AREA

MILL AND OVERLAY ASPHALT

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 O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

POW

ERHOUSE

ROAD D

S W

C H

Y A

R D R

O A

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:32:44 AM 7/29/2021

U .S

A R

M Y C

O R

P S O

F E

N G

E E

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

S W

C H

Y A

R D R

O A

D O

M A

H A D

T R

SCALE: 1" = 300'

600'0 300'

E P

L A

CS100

B E

R G

E R

B E

R G

E R

D A

V E

N P

O R

E P

L A

CS100

B E

R G

E R

D A

V E

N P

O R

B E

R G

E R

A N

S I

105106

A R

E A O

V E

R V

W A

R E

A O

V E

R V

G P

C S .d g n

D A

V E

N P

O R

T C

D A

V E

N P

O R

W F

G A

S P

T D

A M

N E

B R

A S

K A

A U

G U

S T

DO NOT DISTURB

EXISTING GUARDRAIL

DO NOT DISTURB

COMMUNICATIONS LINE

EXISTING UNDERGROUND

DO NOT DISTURB

EXISTING WATER LINEDO NOT DISTURB

EXISTING GUARDRAIL

SPILLWAY BRIDGE

DO NOT DISTURB

EXISTING WATER VALVE

EASTING 2,735,851.81

NORTHING 201,031.47

START OF ALIGNMENT

THEN REMOVE AND RESET

DO NOT DISTURB UNLESS NECESSARY

EXISTING GATE

APPROXIMATE LOCATION

THEN REMOVE AND RESET

DO NOT DISTURB UNLESS NECESSARY

EXISTING GATE

DO NOT DISTURB

EXISTING SIGN

DO NOT DISTURB

EXISTING SIGN

DO NOT DISTURB

EXISTING SIGN

DO NOT DISTURB

EXISTING SIGNDO NOT DISTURB

EXISTING SIGN

SEE SHEET CS401 FOR ELEVATIONS

MILL AND OVERLAY ASPHALT

STA 1 + 50

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 O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

S T

A .0

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:33:54 AM 7/29/2021

U .S

A R

M Y C

O R

P S O

F E

N G

E E

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

E P

L A

CS101

B E

R G

E R

B E

R G

E R

D A

V E

N P

O R

A N

S I

S W

C H

Y A

R D R

O A

D O

M A

H A D

T R

S H

E E

T O

G P

C S .d g n

NORTH

PLAN

10' 20'0

SCALE: 1" = 10'

ROAD SIGN

WATER VALVE

IRRIGATION SPRINKLER HEADLS

ASPHALT PAVEMENT

MILL AND OVERLAY

D A

V E

N P

O R

T C

D A

V E

N P

O R

W F

G A

S P

T D

A M

N E

B R

A S

K A

CONCRETE CURB AND GUTTER

ASPHALT PAVEMENT AND

REMOVE AND REPLACE

A U

G U

S T

DO NOT DISTURB

COMMUNICATIONS LINE

EXISTING UNDERGROUND

DO NOT DISTURB

EXISTING WATER LINE

SPILLWAY BRIDGE

DO NOT DISTURB

EXISTING SIGN

DO NOT DISTURB

EXISTING SIGN

DO NOT DISTURB

EXISTING SIGN

SEE SHEET CS401 FOR ELEVATIONS

MIILL AND OVERLAY ASPHALT

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 O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

S T

A .3

P I

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:34:44 AM 7/29/2021

U .S

A R

M Y C

O R

P S O

F E

N G

E E

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

S W

C H

Y A

R D R

O A

D O

M A

H A D

T R

E P

L A

CS102

B E

R G

E R

B E

R G

E R

D A

V E

N P

O R

A N

S I

KEYPLAN SCALE: 1" = 500'

S H

E E

T O

G P

C S .d g n

NORTH

PLAN

10' 20'0

SCALE: 1" = 10'

ROAD SIGN

WATER VALVE

IRRIGATION SPRINKLER HEADLS

ASPHALT PAVEMENT

MILL AND OVERLAY

D A

V E

N P

O R

T C

D A

V E

N P

O R

W F

G A

S P

T D

A M

N E

B R

A S

K A

A U

G U

S T

DO NOT DISTURB

COMMUNICATIONS LINE

EXISTING UNDERGROUND

DO NOT DISTURB

EXISTING WATER LINE

SPILLWAY BRIDGE

DO NOT DISTURB

EXISTING SIGN DO NOT DISTURB

EXISTING SIGN

SEE SHEET CS401 FOR ELEVATIONS

MILL AND OVERLAY ASPHALT

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 O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

S T

A .3

P T

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:35:34 AM 7/29/2021

U .S

A R

M Y C

O R

P S O

F E

N G

E E

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

S W

C H

Y A

R D R

O A

D O

M A

H A D

T R

E P

L A

CS103

B E

R G

E R

B E

R G

E R

D A

V E

N P

O R

A N

S I

KEYPLAN SCALE: 1" = 500'

S H

E E

T O

G P

C S .d g n

D A

V E

N P

O R

T C

D A

V E

N P

O R

NORTH

PLAN

10' 20'0

SCALE: 1" = 10'

ROAD SIGN

WATER VALVE

IRRIGATION SPRINKLER HEADLS

ASPHALT PAVEMENT

MILL AND OVERLAY

W F

G A

S P

T D

A M

N E

B R

A S

K A

A U

G U

S T

DO NOT DISTURB

COMMUNICATIONS LINE

EXISTING UNDERGROUND

DO NOT DISTURB

EXISTING WATER LINE

DO NOT DISTURB

EXISTING GUARDRAIL

SPILLWAY BRIDGE

DO NOT DISTURB

EXISTING SIGN

DO NOT DISTURB

EXISTING SIGN

DO NOT DISTURB

EXISTING SIGN

DO NOT DISTURB

EXISTING SIGN

SEE SHEET CS101 FOR ELEVATIONS

MILL AND OVERLAY ASPHALT

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 O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

S T

A .4

P C

S T

A .6

S T

A .8

P I

S T

A .1

S T

A .0

P I

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:36:50 AM 7/29/2021

U .S

A R

M Y C

O R

P S O

F E

N G

E E

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

S W

C H

Y A

R D R

O A

D O

M A

H A D

T R

NORTH

PLAN

E P

L A

CS104

B E

R G

E R

B E

R G

E R

D A

V E

N P

O R

A N

S I

S H

E E

T O

G P

C S .d g n

10' 20'0

SCALE: 1" = 10'

ROAD SIGN

PAVEMENT

MILL AND OVERLAY ASPHALT

WATER VALVE

IRRIGATION SPRINKLER HEADLS

D A

V E

N P

O R

T C

D A

V E

N P

O R

W F

G A

S P

T D

A M

N E

B R

A S

K A

A U

G U

S T

DO NOT DISTURB

COMMUNICATIONS LINE

EXISTING UNDERGROUND

DO NOT DISTURB

EXISTING WATER LINE

SPILLWAY BRIDGE

DO NOT DISTURB

COMMUNICATIONS LINE

EXISTING UNDERGROUND

DO NOT DISTURB

COMMUNICATIONS LINE

EXISTING UNDERGROUND

DO NOT DISTURB

EXISTING 36" CMP CULVERT

DO NOT DISTURB

EXISTING WATER VALVE

DO NOT DISTURB

EXISTING SIGN

DO NOT DISTURB

EXISTING SIGN

SEE SHEETS CS401 - CS402

MILL AND OVERLAY ASPHALT

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 O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

S T

A .0

S T

A .0

C S T

A .3

P I

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:37:48 AM 7/29/2021

U .S

A R

M Y C

O R

P S O

F E

N G

E E

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

S W

C H

Y A

R D R

O A

D O

M A

H A D

T R

E P

L A

CS105

B E

R G

E R

B E

R G

E R

D A

V E

N P

O R

A N

S I

KEYPLAN SCALE: 1" = 500'

NORTH

PLAN

S H

E E

T O

G P

C S .d g n

10' 20'0

SCALE: 1" = 10'

ROAD SIGN

PAVEMENT

MILL AND OVERLAY ASPHALT

WATER VALVE

IRRIGATION SPRINKLER HEADLS

D A

V E

N P

O R

T C

D A

V E

N P

O R

W F

G A

S P

T D

A M

N E

B R

A S

K A

A U

G U

S T

COMMUNICATIONS LINE

EXISTING UNDERGROUND

DO NOT DISTURB

EXISTING WATER LINE

SPILLWAY BRIDGE

DO NOT DISTURB

COMMUNICATIONS LINE

EXISTING UNDERGROUND

DO NOT DISTURB

COMMUNICATIONS LINE

EXISTING UNDERGROUND

DO NOT DISTURB

COMMUNICATIONS LINE

EXISTING UNDERGROUND

DO NOT DISTURB

COMMUNICATIONS LINE

EXISTING UNDERGROUND

DO NOT DISTURB

ELECTRICAL LINE

EXISTING UNDERGROUND

DO NOT DISTURB

EXISTING LIGHT POST

DO NOT DISTURB

EXISTING FENCE

DO NOT DISTURB

JUNCTION BOX

EXISTING COMMUNICATIONS

DO NOT DISTURB

EIXISTING GUARDRAIL

REMOVE EXISTING FENCE

DO NOT DISTURB

EXISTING SECURITY FENCE

DO NOT DISTURB

EXISTING SIGN

SEE SHEET CS402 FOR ELEVATIONS

MILL AND OVERLAY ASPHALT

SEE SHEET CS402 FOR ELEVATIONS

REMOVE AND REPLACE ASPHALT

SEE SHEET CS402 FOR ELEVATIONS

SEE SHEET CS501 FOR DETAILS

REMOVE CONCRETE AND REGRADE

LINED DRAINAGE CHANNEL

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 O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

S T A .7

P T

S T

A .8

C C

S T

A .8

P I

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:39:19 AM 7/29/2021

U .S

A R

M Y C

O R

P S O

F E

N G

E E

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

S W

C H

Y A

R D R

O A

D O

M A

H A D

T R

E P

L A

CS106

B E

R G

E R

B E

R G

E R

D A

V E

N P

O R

A N

S I

KEYPLAN SCALE: 1" = 500'

NORTH

PLAN

S H

E E

T O

G P

C S .d g n

10' 20'0

SCALE: 1" = 10'

ROAD SIGN

WATER VALVE

IRRIGATION SPRINKLER HEADLS

ASPHALT PAVEMENT

MILL AND OVERLAY

D A

V E

N P

O R

T C

D A

V E

N P

O R

W F

G A

S P

T D

A M

N E

B R

A S

K A

CONCRETE CURB AND GUTTER

ASPHALT PAVEMENT AND

REMOVE AND REPLACE

LINED DRAINAGE CHANNEL

A U

G U

S T

EXISTING WATER LINE

SPILLWAY BRIDGE

DO NOT DISTURB

COMMUNICATIONS LINE

EXISTING UNDERGROUND

DO NOT DISTURB

COMMUNICATIONS LINE

EXISTING UNDERGROUND

DO NOT DISTURB

ELECTRICAL LINE

EXISTING UNDERGROUND

DO NOT DISTURB

EXISTING LIGHT POST

DO NOT DISTURB

EXISTING FENCE

DO NOT DISTURB

ELECTRICAL LINE

EXISTING UNDERGROUND

DO NOT DISTRURB

IRRIGATION SPRINKLERS

DO NOT DISTRURB

IRRIGATION SPRINKLERS

DO NOT DISTRURB

IRRIGATION SPRINKLERS

DO NOT DISTURB

MANHOLE

EXISTING STORM DRAIN

DO NOT DISTURB

EXISTING GUARDRAIL

DO NOT DISTURB

EXISTING STORM DRAIN LINE

DO NOT DISTURB

JUNCTURE BOX

EXISTING ELECTRICAL

DO NOT DISTURB

EXISTING SIGN

DO NOT DISTURB

EXISTING SIGN

SEE GENERAL NOTE 1

REMOVE AND SALVAGE

EXISTING SIGN

SEE GENERAL NOTE 1

REMOVE AND SALVAGE

EXISTING SIGN

SEE SHEET CS402 FOR ELEVATIONS

SEE SHEET CS501 FOR DETAILS

REMOVE CONCRETE AND REGRADE

LINED DRAINAGE CHANNEL

DO NOT DISTURB

EXISTING CURB INLET CI-2

SEE SHEET CS502 FOR DETAILS

CONNECT NEW AI-1

EXISTING CURB INLET CI-1

SEE SHEET CS402 FOR ELEVATIONS

END OF REMOVE AND REPLACE ASPHALT

SEE SHEET CS402 FOR ELEVATIONS

REMOVE AND REPLACE ASPHALT

SEE SHEET CS402 FOR ELEVATIONS

SEE SHEET CS501 FOR DETAILS

REMOVE CONCRETE AND REGRADE

LINED DRAINAGE CHANNEL

SEE SHEET CS402 FOR ELEVATIONS

REMOVE AND REPLACE CURB AND GUTTER

AREA INLET AI-1

MATERIAL AROUND

PLACE EROSION CONTROL

SEE SHEET CS402 FOR ELEVATIONS

SEE SHEET CS501 FOR DETAILS

CURB AND GUTTER

REMOVE AND REPLACE

SEE SHEET CS402 FOR ELEVATIONS

SEE SHEET CS501 FOR DETAILS

CURB AND GUTTER

REMOVE AND REPLACE

POWERHOUSE GATE

OPTION AREA EXTENDS TO

ENTIRE OPTION AREA NOT SHOWN

CROSS HATCHED AREA

POWERHOUSE ROAD

MILL AND OVERLAY ASPHALT

OPTION 2

SEE SHEET CS503 FOR DETAILS

BUILD NEW CURB INLET CI-3

SEE SHEET CS505 FOR DETAILS

BUILD NEW MANHOLE

SEE SHEET CS504 FOR DETAILS

BUILD NEW CURB INLET CI-4

SEE SHEET CS502 FOR DETAILS

BUILD NEW AREA INLET AI-1

S O

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16"

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KEYPLAN SCALE: 1" = 500'

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TO THE GOVERNMENT.

IRRIGATION LINES. IF DAMAGE OCCURS REPAIRS SHALL BE MADE AT NO EXPENSE

AND SHALL TAKE CARE NOT TO DAMAGE OR UPSET THE SPRINKLER HEADS OR

2. THE CONTRACTOR SHALL LOCATE SPRINKLER HEADS PRIOR TO CONSTRUCTION

BY GAVIN'S POINT ON NEW POSTS.

REMOVE SIGN AND POST, SALVAGE SIGN AND POST. SIGNS WILL BE RE-SET

1. EXISTING SIGNS ANNOTATED "REMOVE AND SALVAGE":

GENERAL NOTES:

NORTH

PLAN

10' 20'0

SCALE: 1" = 10'

D A

V E

N P

O R

T C

D A

V E

N P

O R

W F

G A

S P

T D

A M

N E

B R

A S

K A

ROAD SIGN

WATER VALVE

IRRIGATION SPRINKLER HEADLS

ASPHALT PAVEMENT

MILL AND OVERLAY

CONCRETE CURB AND GUTTER

ASPHALT PAVEMENT AND

REMOVE AND REPLACE

LINED DRAINAGE CHANNEL

A U

G U

S T

SPILLWAY BRIDGE

DO NOT DISTRURB

IRRIGATION SPRINKLERS

DO NOT DISTRURB

IRRIGATION SPRINKLERS

DO NOT DISTRURB

IRRIGATION SPRINKLERS

DO NOT DISTRURB

IRRIGATION SPRINKLERS

DO NOT DISTURB

ELECTRICAL LINE

EXISTING UNDERGROUND

DO NOT DISTURB

IRRIGATION SPRINKLER

SEE GENERAL NOTE 1

REMOVE AND SALVAGE

EXISTING SIGN

SEE SHEET CS402 FOR ELEVATIONS

SEE SHEET CS501 FOR DETAILS

REMOVE CONCRETE AND REGRADE

LINED DRAINAGE CHANNEL

SEE SHEET CS402 FOR ELEVATIONS

REMOVE AND REPLACE ASPHALT

SEE SHEET CS402 FOR ELEVATIONS

SEE SHEET CS501 FOR DETAILS

CURB AND GUTTER

REMOVE AND REPLACE

SEE SHEET CS402 FOR ELEVATIONS

SEE SHEET CS501 FOR DETAILS

CURB AND GUTTER

REMOVE AND REPLACE

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CS108

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KEYPLAN SCALE: 1" = 500'

S H

E E

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C S .d g n

TO THE GOVERNMENT.

IRRIGATION LINES. IF DAMAGE OCCURS REPAIRS SHALL BE MADE AT NO EXPENSE

AND SHALL TAKE CARE NOT TO DAMAGE OR UPSET THE SPRINKLER HEADS OR

2. THE CONTRACTOR SHALL LOCATE SPRINKLER HEADS PRIOR TO CONSTRUCTION

BY GAVIN'S POINT ON NEW POSTS.

REMOVE SIGN AND POST, SALVAGE SIGN AND POST. SIGNS WILL BE RE-SET

1. EXISTING SIGNS ANNOTATED "REMOVE AND SALVAGE":

GENERAL NOTES:

NORTH

PLAN

10' 20'0

SCALE: 1" = 10'

D A

V E

N P

O R

T C

D A

V E

N P

O R

W F

G A

S P

T D

A M

N E

B R

A S

K A

ROAD SIGN

WATER VALVE

IRRIGATION SPRINKLER HEADLS

ASPHALT PAVEMENT

MILL AND OVERLAY

CONCRETE CURB AND GUTTER

ASPHALT PAVEMENT AND

REMOVE AND REPLACE

LINED DRAINAGE CHANNEL

A U

G U

S T

IRRIGATION SPRINKLERSDO NOT DISTRURB

IRRIGATION SPRINKLERS

DO NOT DISTRURB

IRRIGATION SPRINKLERS

DO NOT DISTURB

EXISTING FENCE

DO NOT DISTURB

EXISTING GATE

DO NOT DISTURB

IRRIGATION VALVE

DO NOT DISTURB

EXISTING LIGHT POST

DO NOT DISTURB

IRRIGATION SPRINKLER

DO NOT DISTURB

IRRIGATION SPRINKLER

DO NOT DISTURB

EXISTING SIGN

DO NOT DISTURB

CONCRETE PAD

EXISTING GATE

AT GATE CONCRETE PAD

CURB/GUTTER SLOPE

MAINTAIN EXISTING

AT GATE CONCRETE PAD

CURB/GUTTER SLOPE

MAINTAIN EXISTING

REMOVING CONCRETE CHANNEL

REMOVE AND REPLACE AFTER

EXISTING GATE CONCRETE PAD

SEE SHEETS CS402 - CS403 FOR ELEVATIONS

SEE SHEET CS501 FOR DETAILS

REMOVE CONCRETE AND REGRADE

LINED DRAINAGE CHANNEL REMOVING CONCRETE CHANNEL

REMOVE, SALVAGE, AND REPLACE AFTER

APPROXIMATE LOCATION EXISTING GATE

SEE SHEETS 402 - 403 FOR ELEVATIONS

REMOVE AND REPLACE ASPHALT

APPROACH TO EAST SWITCHYARD PARKING

END OF ASPHALT REMOVE AND REPLACE

CURB AND GUTTER

REMOVE AND REPLACE

SEE SHEETS CS402 - CS403 FOR ELEVATIONS

SEE SHEET CS501 FOR DETAILS

CURB AND GUTTER

REMOVE AND REPLACE

SEE SHEETS CS402 - CS403 FOR ELEVATIONS

SEE SHEET CS501 FOR DETAILS

CURB AND GUTTER

REMOVE AND REPLACE

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K E

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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:42:29 AM 7/29/2021

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CS109

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KEYPLAN SCALE: 1" = 500'

S H

E E

T O

G P

C S .d g n

TO THE GOVERNMENT.

IRRIGATION LINES. IF DAMAGE OCCURS, REPAIRS WILL BE MADE AT NO EXPENSE

AND SHALL TAKE CARE NOT TO DAMAGE OR UPSET THE SPRINKLER HEADS OR

2. THE CONTRACTOR SHALL LOCATE SPRINKLER HEADS PRIOR TO CONSTRUCTION

BY GAVIN'S POINT ON NEW POSTS.

REMOVE SIGN AND POST, SALVAGE SIGN AND POST. SIGNS WILL BE RE-SET

1. EXISTING SIGNS ANNOTATED "REMOVE AND SALVAGE":

GENERAL NOTES:

NORTH

PLAN

10' 20'0

SCALE: 1" = 10'

D A

V E

N P

O R

T C

D A

V E

N P

O R

W F

G A

S P

T D

A M

N E

B R

A S

K A

ROAD SIGN

WATER VALVE

IRRIGATION SPRINKLER HEADLS

ASPHALT PAVEMENT

MILL AND OVERLAY

CONCRETE CURB AND GUTTER

ASPHALT PAVEMENT AND

REMOVE AND REPLACE

LINED DRAINAGE CHANNEL

A U

G U

S T

IRRIGATION SPRINKLERS

DO NOT DISTRURB

IRRIGATION SPRINKLERS

DO NOT DISTURB

EXISTING FENCE

DO NOT DISTURB

EXISTING FENCE

DO NOT DISTURB

IRRIGATION VALVE

DO NOT DISTURB

EXISTING LIGHT POST

DO NOT DISTURB

IRRIGATION SPRINKLER

DO NOT DISTRURB

IRRIGATION SPRINKLERS

DO NOT DISTURB

ELECTRICAL LINES

EXISTING UNDERGROUND

DO NOT DISTURB

EXISTING LIGHT POST

DO NOT DISTURB

EXISTING SIGN

DO NOT DISTURB

EXISTING SIGN

DO NOT DISTURB

TRANSMISSION LINES

115KV OVERHEAD ELECTRICAL

DO NOT DISTURB

TRANSMISSION LINES

115KV OVERHEAD ELECTRICAL

DO NOT DISTURB

TRANSMISSION LINES

115 kV OVERHEAD ELECTRICAL

DO NOT DISTURB

TRANSMISSION LINES

115 kV OVERHEAD ELECTRICAL

SEE SHEET CS403 FOR ELEVATIONS

SEE SHEET CS501 FOR DETAILS

REMOVE CONCRETE AND REGRADE

LINED DRAINAGE CHANNEL

SEE SHEET CS403 FOR ELEVATIONS

REMOVE AND REPLACE ASPHALT

DO NOT DISTURB

ELECTICAL LINE

EXISTING UNDERGROUND

SEE SHEET CS403 FOR ELEVATIONS

SEE SHEET CS501 FOR DETAILS

CURB AND GUTTER

REMOVE AND REPLACE

SEE SHEET CS403 FOR ELEVATIONS

SEE SHEET CS501 FOR DETAILS

CURB AND GUTTER

REMOVE AND REPLACE

S O

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N E

D B

D E

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D B

D A

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C O

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R A

C T N

C H

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K E

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U E D

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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:43:05 AM 7/29/2021

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KEYPLAN SCALE: 1" = 500'

S H

E E

G P

C S .d g n

TO THE GOVERNMENT.

IRRIGATION LINES. IF DAMAGE OCCURS REPAIRS SHALL BE MADE AT NO EXPNSE

AND SHALL TAKE CARE NOT TO DAMAGE OR UPSET THE SPRINKLER HEADS OR

2. THE CONTRACTOR SHALL LOCATE SPRINKLER HEADS PRIOR TO CONSTRUCTION

BY GAVIN'S POINT ON NEW POSTS.

REMOVE SIGN AND POST, SALVAGE SIGN AND POST. SIGNS WILL BE RE-SET

1. EXISTING SIGNS ANNOTATED "REMOVE AND SALVAGE":

GENERAL NOTES:

NORTH

PLAN

10' 20'0

SCALE: 1" = 10'

D A

V E

N P

O R

T C

D A

V E

N P

O R

W F

G A

S P

T D

A M

N E

B R

A S

K A

ROAD SIGN

WATER VALVE

IRRIGATION SPRINKLER HEADLS

ASPHALT PAVEMENT

MILL AND OVERLAY

CONCRETE CURB AND GUTTER

ASPHALT PAVEMENT AND

REMOVE AND REPLACE

LINED DRAINAGE CHANNEL

A U

G U

S T

IRRIGATION SPRINKLERS

DO NOT DISTURB

EXISTING FENCE

DO NOT DISTURB

EXISTING LIGHT POST

DO NOT DISTRURB

IRRIGATION SPRINKLERS

DO NOT DISTURB

ELECTRICAL LINE

EXISTING UNDERGROUND

DO NOT DISTURB

EXISTING LIGHT POST

DO NOT DISTURB

ELECTRICAL LINE

EXISTING UNDERGROUND

DO NOT DISTURB

COMMUNICATION LINE

EXISTING UNDERGROUND

DO NOT DISTRURB

IRRIGATION SPRINKLERS

DO NOT DISTURB

EXISTING FENCEDO NOT DISTURB

IRRIGATION SPRINKLER

DO NOT DISTURB

EXISTING SIGN

SEE GENERAL NOTE 1

REMOVE AND SALVAGE

EXISTING SIGN

DO NOT DISTRURB

TRANSMISSION LINES

115KV OVERHEAD ELECTRICAL

SEE SHEET CS403 FOR ELEVATIONS

SEE SHEET CS501 FOR DETAILS

REMOVE CONCRETE AND REGRADE

LINED DRAINAGE CHANNEL

SEE SHEET CS403 FOR ELEVATIONS

SEE SHEET CS501 FOR DETAILS

REMOVE CONCRETE AND REGRADE

LINED DRAINAGE CHANNEL

SEE CG102 FOR ELEVATIONS

WEST SWITCHYARD PARKING

MILL AND OVERLAY CROSS-HATCHED REGION

OPTION 1

SEE CS403 FOR ELEVATIONS

SEE CS501 FOR DETAILS

CONCRETE VALLEY GUTTER

REMOVE AND REPLACE

SEE SHEET CG102 FOR ELEVATIONS

(HATCHED REGION)

FROM VALLEY GUTTER

20' WIDE BAND OF ASPHALT

REMOVE AND REPLACE

SEE SHEET CS403 FOR ELEVATIONS

REMOVE AND REPLACE ASPHALT

SEE SHEET CS403 FOR ELEVATIONS

SEE SHEET CS501 FOR DETAILS

CURB AND GUTTER

REMOVE AND REPLACE

S O

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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 O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

S T

A .0

P I

S T

A .8

P C

STA.

S T

A .1

P I

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O A

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CS111

B E

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E R

B E

R G

E R

D A

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N P

O R

A N

S I

KEYPLAN SCALE: 1" = 500'

S H

E E

G P

C S .d g n

TO THE GOVERNMENT.

IRRIGATION LINES. IF DAMAGE OCCURS REPAIRS SHALL BE MADE AT NO EXPENSE

AND SHALL TAKE CARE NOT TO DAMAGE OR UPSET THE SPRINKLER HEADS OR

2. THE CONTRACTOR SHALL LOCATE SPRINKLER HEADS PRIOR TO CONSTRUCTION

BY GAVIN'S POINT ON NEW POSTS.

REMOVE SIGN AND POST, SALVAGE SIGN AND POST. SIGNS WILL BE RE-SET

1. EXISTING SIGNS ANNOTATED "REMOVE AND SALVAGE":

GENERAL NOTES:

NORTH

PLAN

10' 20'0

SCALE: 1" = 10'

D A

V E

N P

O R

T C

D A

V E

N P

O R

W F

G A

S P

T D

A M

N E

B R

A S

K A

ROAD SIGN

WATER VALVE

IRRIGATION SPRINKLER HEADLS

ASPHALT PAVEMENT

MILL AND OVERLAY

CONCRETE CURB AND GUTTER

ASPHALT PAVEMENT AND

REMOVE AND REPLACE

LINED DRAINAGE CHANNEL

A U

G U

S T

EXISTING FENCE

DO NOT DISTURB

EXISTING LIGHT POST

DO NOT DISTURB

ELECTRICAL LINES

EXISTING UNDERGROUND

DO NOT DISTURB

EXISTING FENCE

DO NOT DISTRURB

IRRIGATION SPRINKLER

DO NOT DISTURB

EXISTING LIGHT POST

REMOVE, SALVAGE, AND RESET

EXISTING FENCE

REMOVE, SALVAGE, AND RESET

EXISTING FENCE

DO NOT DISTURB

STORM DRAIN LINE

EXISTING 24"

EASTING 2,733,301.56

NORTHING 200,697.01

END OF ALIGNMENT

SEE SHEET CS506 FOR DETAILS

INSTALL NEW DRAIN LINE TO INLET

EXISTING STORM INLET

SEE SHEET CS506 FOR DETAILS

DO NOT DISTURB

EXISTING STORM INLET

SEE SHEET CS403 FOR ELEVATIONS

SEE SHEET CS501 FOR DETAILS

REMOVE CONCRETE AND REGRADE

LINED DRAINAGE CHANNEL

SEE SHEET CS501 FOR DETAILS

CURB AND GUTTER

REMOVE AND REPLACE

SEE CS403 FOR ELEVATIONS

SEE SC501 FOR DETAILS

CONCRETE VALLEY GUTTER

REMOVE AND REPLACE

SEE SHEET CS506 FOR DETAILS

BACKFILL, AND REPAVE

EXCAVATE, REPLACE SOIL,

BRIDGE APPROACH

SEE SHEET CS403 FOR ELEVATIONS

SEE SHEET CS501 FOR DETAILS

CURB AND GUTTER

REMOVE AND REPLACE

SEE SHEET CG102 FOR ELEVATIONS

(HATCHED REGION)

FROM VALLEY GUTTER

20' WIDE BAND OF ASPHALT

REMOVE AND REPLACE

SEE SHEET CS403 FOR ELEVATIONS

REMOVE AND REPLACE ASPHALT

SEE GENERAL NOTE 3

REMOVE AND REPLACE CONDUIT

UNDERGOUND COMMUNICATION LINE

SEE GENERAL NOTE 3

REMOVE AND REPLACE CONDUIT

UNDERGOUND ELECTRICAL LINE

SEE SHEET CS506 FOR DETAILS

REMOVE AND REPLACE

STORM DRAIN

SEE CG102 FOR ELEVATIONS

WEST SWITCHYARD PARKING

(CROSS HATCHED REGION)

MILL AND OVERLAY

OPTION 1

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 O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

S T

A .4

P T

S T

A .0

P I

S T

A .4

P I

S T

A .6

P O

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C B

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U .S

A R

M Y C

O R

P S O

F E

N G

E E

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

S W

C H

Y A

R D R

O A

D O

M A

H A D

T R

E P

L A

CS112

B E

R G

E R

B E

R G

E R

D A

V E

N P

O R

A N

S I

KEYPLAN SCALE: 1" = 500'

DO NOT DISTURB

SPILLWAY BRIDGE

S H

E E

G P

C S .d g n

NORTH

PLAN

10' 20'0

SCALE: 1" = 10'

D A

V E

N P

O R

T C

D A

V E

N P

O R

SECTIONS 26 05 00.00 40 AND 33 40 00 FOR DETAILS.

ELECTRICAL AND COMM LINES THROUGH THE NEW CONDUITS. SEE SPECIFICATION

CONDUIT AND BACKFILLING/COMPACTING THE GOVERNMENT SHALL PULL NEW

BE RESPONSIBLE FOR DISPOSING REMOVED MATERIALS. AFTER REPLACING

EXISTING LINES FROM THE CONDUITS (AS NEEDED). THE CONTRACTOR SHALL

CONDUIT. PRIOR TO EXCAVATION THE GOVERNMENT SHALL REMOVE THE

3. THE CONTRACTOR SHALL REMOVE AND REPLACE THE ELECTRICAL AND COMM

TO THE GOVERNMENT.

IRRIGATION LINES. IF DAMAGE OCCURS REPAIRS SHALL BE MADE AT NO EXPENSE

AND SHALL TAKE CARE NOT TO DAMAGE OR UPSET THE SPRINKLER HEADS OR

2. THE CONTRACTOR SHALL LOCATE SPRINKLER HEADS PRIOR TO CONSTRUCTION

BY GAVIN'S POINT ON NEW POSTS.

REMOVE SIGN AND POST, SALVAGE SIGN AND POST. SIGNS WILL BE RE-SET

1. EXISTING SIGNS ANNOTATED "REMOVE AND SALVAGE":

GENERAL NOTES:

W F

G A

S P

T D

A M

N E

B R

A S

K A

ROAD SIGN

WATER VALVE

IRRIGATION SPRINKLER HEADLS

ASPHALT PAVEMENT

MILL AND OVERLAY

CONCRETE CURB AND GUTTER

ASPHALT PAVEMENT AND

REMOVE AND REPLACE

LINED DRAINAGE CHANNEL

A U

G U

S T

EXISTING LIGHT POST

DO NOT DISTURB

ELECTRICAL LINE

EXISTING UNDERGROUND

DO NOT DISTURB

ELECTRICAL LINE

EXISTING UNDERGROUND

DO NOT DISTURB

ELECTRICAL LINE

EXISTING UNDERGROUND

DO NOT DISTURB

EXISTING LIGHT POST

DO NOT DISTURB

EXISTING GUARDRAIL

DO NOT DISTURB

EXISTING GUARDRAIL

DO NOT DISTURB

EXISTING GATE

DO NOT DISTURB

ELECTRICAL LINES

EXISTING UNDERGROUND

EASTING 2,732,800.38

NORTHING 202,017.62

START OF ALIGNMENT

DO NOT DISTURB

EXISTING SIGN

DO NOT DISTURB

EXISTING SETTLEMENT GAUGE

DO NOT DISTURB

APPROXIMATE LOCATION

DAM SAFETY INSTRUMENT

DO NOT DISTURB

APPROXIMATE LOCATION

DAM SAFETY INSTRUMENTS

DO NOT DISTURB

APPROXIMATE LOCATION

EXISTING GATE

SEE SHEET CG101 FOR DETAILS

RE…

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File details come from the government source that posted it. Updated Aug 11, 2021.