W9128F-17-B-0001,Amend_1_Dwgs.pdf

INDEX

DESIGN FILE SHEET NO. DESCRIPTION

SHEET SEQUENCE NUMBER

w/ Level 2 Designator

DISCIPLINE DESIGNATOR

2. DISCIPLINE DESIGNATORS:1. SHEET IDENTIFICATION NUMBERS:

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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

INDEX LEGEND:

SHEET TYPE DESIGNATOR

3. SHEET TYPE DESIGNATORS:

3D REPRESENTATIONS

USER DEFINED

USER DEFINED

SCHEDULES & DIAGRAMS

DETAILS

LARGE-SCALE VIEWS

SECTIONS

ELEVATIONS

PLANS

GENERAL

GENERAL

DESIGN FILE SHEET NO. DESCRIPTION

CIVIL

DESIGN FILE SHEET NO. DESCRIPTION

STRUCTURAL

CS 2 0 1

S-101

D D

M

H W

B

A N

S I

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GI001

N /A

L P

G I0

.d g nCAMP ASHLAND FUSE PLUG SLAB DETAILS

LP42CG501.DGN

LP42CG301.DGN

LP42CG207.DGN

LP42CG206.DGN

LP42CG205.DGN

LP42CG204.DGN

LP42CG203.DGN

LP42CG202.DGN

LP42CG201.DGN

LP42CG103.DGN

LP42CG102.DGN

LP42CG101.DGN

LP42CD102.DGN

LP42CD101.DGN

LP42CS101.DGN

CG501

CG301

CG207

CG206

CG205

CG204

CG203

CG202

CG201

CG103

CG102

CG101

CD102

CD101

CS101

GI103

GI102

GI101

GI001

G-001

LP42GI103.DGN

LP42GI102.DGN

LP42GI101.DGN

LP42GI001.DGN

LP42G-001.DGN

LP42S-101.DGN

QUANTITIES

SPECIFICATIONS

IN

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P E

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IF

IC

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IO

N S welded closed after installation.

driven plumb and to required elevations. Pulling holes shall be type. Repair damage to piling caused by driving. Piling shall be

-Installation: Hammers shall be steam, air, diesel drop, or vibratory angle suitable for the intended installation.

inches per foot. Interlocks shall be free-sliding, providing a swing

Grade 50. Minimum elastic section modulus shall be 9.0 cubic cold-rolled full-length sections conforming to ASTM A572/A572M, -General requirements: Sheet piling shall be hot-rolled or

Metal Sheet Piling:

-Finish: Horizontal surfaces shall receive a broom finish.

for all work.

-Strength: Compressive strength at 28 days (f'c) shall be 4,500 psi exposure categories per ACI 318: F2, S1, W1, C1.

-Durability: Provide mix design to accommodate the following

A615, Grade 60.

-Reinforcement: Provide reinforcement in accordance with ASTM strength test results.

quantities of all materials and admixtures as well as previous mix designs shall also be submitted with descriptions and

Reproductions of contract drawings will not be accepted. Concrete bar sizes, spacings, locations, and bending schedules.

-Submittals: Submit steel reinforcement shop drawings indicating

Contract Documents.

Specifications for Structural Concrete, except as modified by these

-Work shall conform to all requirements of ACI 301-10

Concrete:

must be kept off of the geomembrane.

crest of the fuse plug to the toe of the fuse plug. All vehicular traffic the full length of all seems. Panels must be continuous from the adhesive tape, per manufactures’ recommendation, shall extend overlapped a minimum of two feet. Two rows of double sided sheets shall be textured on both faces. The panels shall be

(HDPE). The required thickness is 30 mils. The geomembrane density polyethylene (LLDPE) or high density polyethylene

Geomembrane: The geomembrane shall be either linear low range between 5 and 10 percent.

water and 2,700 pounds of fine aggregate. Air content should is 200 pounds of cement, 200 pounds of fly ash, 300 pounds of

Aggregate. The approximate weight per cubic yard of the materials be Class C. The fine aggregate shall be State of Nebraska Class B

400 psi or greater. The cement shall be Type I/II. The fly ash shall entrainment. The compressive strength of the flowable fill shall be cement, Class C fly ash, fine aggregate and admixtures for air

Flowable Fill: Flowable fill shall consist of a combination of Portland and 8-15% passing the No. 200 sieve.

35-65% passing the No. 4 sieve, 15-30% passing the No. 8 sieve

100% passing the 1 inch sieve, 50-85% passing the ¾inch sieve, Levee Surfacing: Crushed limestone with the following gradation:

if planted in the fall.

The cover crop shall be oats if planted in the spring and annual rye

A cover crop shall also be planted at a rate of 40 pounds per acre.

Type B Seeding: Fescue seeded at a rate of 40 pounds per acre.

supports the growth of vegetation.

a combination sand, silts, clays and organic matter that readily

Topsoil: Topsoil is a locally available loamy material consisting of a byproduct (waste) of local quarries.

Blow Sand: Blow sand is a fine sand that is non-cohesive, which is

Government supplied borrow sources or materials.

All materials will be provided by the Contractor. There are no

BEACON VIEW FRENCH DRAIN IMPROVEMENT DETAILS

CAMP ASHLAND TYPICAL FUSE PLUG CROSS SECTION

BEACON VIEW EXISTING FRENCH DRAIN PROFILE SHEET 4 OF 4 (FOR INFORMATION ONLY)

BEACON VIEW EXISTING FRENCH DRAIN PROFILE SHEET 3 OF 4 (FOR INFORMATION ONLY)

BEACON VIEW EXISTING FRENCH DRAIN PROFILE SHEET 2 OF 4 (FOR INFORMATION ONLY)

BEACON VIEW EXISTING FRENCH DRAIN PROFILE SHEET 1 OF 4 (FOR INFORMATION ONLY)

CAMP ASHLAND CROSS SECTION @ STA. LV 4+80

CAMP ASHLAND DRAINAGE CHANNEL PROFILE

CAMP ASHLAND FUSE PLUG & CONCRETE PAD PROFILES

BEACON VIEW FRENCH DRAIN REPAIR ACCESS PLAN

BEACON VIEW FRENCH DRAIN IMPROVEMENT PLAN

CAMP ASHLAND FUSE PLUG GRADING PLAN

CLEAR CREEK TREE REMOVAL PLAN SHEET 2 OF 2

CLEAR CREEK TREE REMOVAL PLAN SHEET 1 OF 2

CAMP ASHLAND FUSE PLUG EXISTING SITE CONDITIONS

EXISTING 48" CULVERT CONCRETE NOTES AND PHOTOS

PROJECT LOCATION PLAN - CLEAR CREEK LEVEE TREE REMOVAL

PROJECT LOCATION PLAN - CAMP ASHLAND FUSE PLUG, BEACON VIEW FRENCH DRAIN

INDEX, QUANTITIES AND SPECIFICATIONS

COVER

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IDENTIFICATION

SHEET

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®of Engineers

US Army Corps of Engineers

US Army Corps

U .S

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/4 /2

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FD

+0

FD

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FD

+0

FD

+0

FD

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F D +0

FD

8+

FD 9

+0

FD

+0

FD 1

3+

FD 1

4+

FD 15+00

FD 16+

FD 1

7+

FD 18+00

FD 19+00

FD 20+00

FD

+0

FD 1

1+0

FD

+0

FD 21+00

F D

ALUM CAP

EL. 1060.478

E. 2,654,887.601 N. 470,777.192

IH 08-16 B

F D

0F D

FD

7+

ALUM CAP

EL. 1061.245

E. 2,654,825.642 N. 470,973.496

IH 08-16 A

FD2 2

+0

FD2

3+

FD

6+

FD2

4+

FD

5+

ALUM CAP

EL. 1062.285

E. 2,652,619.903 N. 471,318.533

IH 08-16 C

ALUM CAP

EL. 1063.813

E. 2,652,872.629 N. 472,990.317

IH 08-16 E

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IDENTIFICATION

SHEET

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®of Engineers

US Army Corps of Engineers

US Army Corps

U .S

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CG102

0 200'200' 100'

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RIGHT OF WAY

BEACON VIEW

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CAMP

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B N S F R

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BOLLARD LOCATION TABLE

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ACCESS PLAN.

SEE SHEET CG103 FOR

DETAILS ON SHEET CG501.

SHEETS CG204 TO CG207 AND

LOCATION. SEE PROFILES ON

BEACON VIEW FRENCH DRAIN

1061.245

1060.478

1062.285

1063.813

NAME NORTHING EASTING ELEVATION

FUSE PLUG 1

FUSE PLUG 2

468,267.944

470,973.496

470,777.192

471,318.533

472,990.317

467,450.654

2,654,825.642

2,654,887.601

2,652,619.903

2,652,872.629

2,651,202.287

2,651,025.657

3. ALL VALUES ARE REFLECTED IN U.S. SURVEY FEET.

2. THE VERTICAL DATUM FOR THIS FIELD SURVEY IS NAVD 29.

NAD 83 STATE PLANE NEBRASKA (2600).

1. THE HORIZONTAL DATUM FOR THIS FIELD SURVEY IS

:CONTROL DATA

DESCRIPTION

2" ALUM. CAP

2" ALUM. CAP

2" ALUM. CAP

2" ALUM. CAP

PENDING

PENDING

PENDING

PENDING

IH 08-16 A

IH 08-16 E

IH 08-16 C

IH 08-16 B

HORIZONTAL AND VERTICAL CONTROL DATA

FD 21+00 472,186.31 2,652,463.89

FD 19+00 471,990.52 2,652,426.28

FD 18+00 471,890.65 2,652,428.77

FD 17+00 471,794.52 2,652,454.89

FD 15+00 471,600.37 2,652,496.76

FD 14+00 471,502.51 2,652,515.63

FD 12+00 471,318.72 2,652,594.34

FD 10+00 471,133.04 2,652,668.04

FD 9+00 471,043.33 2,652,712.15

FD 7+00 470,875.93 2,652,819.14

FD 6+00 470,801.14 2,652,885.51

FD 4+00 470,641.72 2,653,006.26

FD 3+00 470,561.07 2,653,065.37

FD2 7+00 470,363.28 2,653,213.94

FD2 5+00 470,199.77 2,653,329.20

FD2 4+00 470,115.15 2,653,382.91

FD2 2+00 469,943.02 2,653,484.84

FD2 1+00 469,858.91 2,653,535.55

FD2 0+00 469,805.81 2,653,614.65

FRENCH DRAIN STATION NORTHING EASTING

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25 FEET FROM ANY DRIVEWAY ENTRANCE.

PRIOR TO INSTALLATION SO THEY ARE A MINIMUM OF

BOLLARD LOCATIONS MAY BE ADJUSTED BY THE COR

NOTE:

CG501

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FRENCH DRAIN IMPROVEMENT DETAIL

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NOT TO SCALE

FROM ACCESSING THEIR CABINS/RESIDENCES DURING CONSTRUCTION

1. CONTRACTOR SHALL NOT PREVENT ANY BEACON VIEW MEMBERS

NOTE:

NOT TO SCALE

BOLLARD DETAIL

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IDENTIFICATION

SHEET

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®of Engineers

US Army Corps of Engineers

US Army Corps

U .S

A R

M Y C

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F E

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ON THIS SHEET.

BOLLARD. SEE DETAIL

ON THIS SHEET.

SEE BOLLARD LOCATION TABLE

EXISTING GRAVEL ROAD AT 100' C-C.

NOTE: PLACE BOLLARDS ALONG EDGE OF

EXISTING FILTER FABRIC WITH GRANULAR MATERIAL

EXISTING FRENCH DRAIN TRENCH

PLASTIC PIPE

EXISTING 6" PERFORATED

SEE PROFILES ON SHEET CG204 TO CG206

INVERT ELEVATION VARIES

FROM 2' - 30'

CONCRETE

CONCRETE

9"

GRANULAR MATERIAL

DRAIN TRENCH WITH

EXISTING FRENCH

1'-6"

VARIES

LEVEE TOE

EXISTING GRAVEL ROAD

LEVEE TOE VARIES

EDGE OF EXISTING GRAVEL ROAD

2' MIN. - 5' MAX.

EDGE OF EXISTING GRAVEL ROAD

EXISTING GRAVEL ROAD

GROUND SURFACE

APPROX. EXISTING

AND SEED.

UP TO 20CY TOPSOIL

EXISTING RUTS WITH

LEVEE SLOPE. FILL ANY

APPROX. EXISTING

RUN GRAVEL

WITH 1" - 3" WASHED RIVER

SOIL TO A DEPTH OF 6" AND BACKFILL

EXISTING GRANULAR MATERIAL AND

EXCAVATE AND DISPOSE OF OFF SITE

BOLLARD LOCATIONS.

CONCRETE. SEE SHEET CG102 FOR

BOLLARDS COMPLETELY FILLED WITH

COVERS (YELLOW, 1/8" HDPE PLASTIC).

WITH DOMED TOP REFLECTIVE BOLLARD

4" SCHEDULE 40 GALV. STEEL PIPE BOLLARD

GEOTEXTILE

12 OUNCE/SY NON-WOVEN

WRAP EXCAVATION WITH A

GROUND SURFACE

APPROX. EXISTING