Camp_Ashland_Dwgs_Amd_0002.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

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GI001

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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

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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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N and elevation shown on drawings.

foot of pile length, and top of pile shall be within 2" of plan location

Tolerances: Piling shall not be more than 1/8" out-of-plumb per -steel plates welded over them after installation.

driven plumb and to required elevations. Pulling holes shall have 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.

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

Omaha Standard Specifications, Section 503, Mix Type SG65.

-Concrete for bollards shall conform to requirements of City of

L75.

City of Omaha Standard Specifications, Section 501, Mix Type

Concrete for the fuse plug slab shall conform to requirements of -

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

Surfacing Aggregates -- paragraphs f, g and h.

-- Aggregates, paragraph 1033.02 --Material Characteristics --7.

requirements of the crushed rock shall be in accordance with 1033

Standard Specifications for Highway Construction. The quality

Surfacing Gradation Limits" of the Nebraska Department of Roads surfacing material is defined in Table 1033.08 "Crushed Rock for and 8-15% passing the No. 200 sieve. The gradation of the levee

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 spring and annual rye if planted in the fall.

40 pounds of pure live seed per acre. The cover crop shall be oats live seed per acre. A cover crop shall also be planted at a rate of

Type B Seeding: Tall fescue seeded at a rate of 40 pounds of pure 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

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US Army Corps

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CONSTRUCTION WORK AND PERFORMANCE.

FLOOD RISKS THAT MAY AFFECT THEIR SCHEDULED

WEATHER AND STREAM STAGES AS NEEDED TO DETERMINE

RIVER. THE CONTRACTOR SHALL ASSESS AND MONITOR

A, AND FLOW THROUGH THE NOTCH AREA TOWARD THE PLATTE

OCCASIONALLY CAUSES FLOODING TO OVERTOP COUNTY ROAD

THE OPEN FUSEPLUG NOTCH. SALT CREEK FLOOD EVENTS

RESTRICT SALT CREEK FLOODING OVERFLOW FLOWS THROUGH

(UPSTREAM, DOWNSTREAM, AND IN THE NOTCH) SHALL NOT

CONSTRUCTION ACTIVITIES IN THE FUSEPLUG NOTCH VICINITY

NOTE:

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PROVIDED BY THE CONTRACTOR.

PLACED IN THE STOCKPILE OF BLOW SAND TO BE

SAND FUSE PLUG TO DESIGN CROSS SECTION OR

CONTRACTOR CAN BE USED TO RESTORE EXISTING

SAND MATERIAL REMOVED FROM THE NOTCH BY

FLOW NOTCH ON OR ABOUT APRIL 1, 2017.

SHALL REMOVE THE SAND FROM THE LOW

EARLY SPRING ICE JAMS. THE CONTRACTOR

PROTECTION FROM POTENTIAL WINTER AND

THE WINTER IN ORDER TO PROVIDE FLOOD

BY THE NEBRASKA ARMY NATIONAL GUARD FOR

THE LOW FLOW NOTCH WAS FILLED WITH SAND

X

WEIR

SHEETPILE

CL EXISTING

(APPROX. LOCATION)

36" DIA. WATER LINE

EXISTING LINCOLN WATER SYSTEM

(APPROX. LOCATION)

36" DIA. WATER LINE

EXISTING LINCOLN WATER SYSTEM

EXISTING BOX CULVERTS

CHANNEL

DRAINAGE

EXISTING

C l e a n

O u t

WELL

HOUSE

WELL

HOUSE

POLES

POLE

POLE

POLE

POLE

POLE

POLE

POLE

X LI

NEGUY

POLE

OH

ELECT

FLUSH

OUT

PI

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VALVE

BOX

POLE

POLE

POLE

POLE

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SAND FUSE PLUG

EXISTING

48" CULVERT

EXISTING

CULVERT

EXIST.48"

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HORIZONTAL SCALE: 1" = 10'-0"

5'10' 10'0

VERTICAL SCALE: 1" = 10'-0"

5'10' 10'0

STATION (FEET)

1040 1040

CG201

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HORIZONTAL SCALE: 1" = 10'-0"

5'10' 10'0

VERTICAL SCALE: 1" = 10'-0"

5'10' 10'0

STATION (FEET)

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HORIZONTAL SCALE: 1" = 10'-0"

5'10' 10'0

VERTICAL SCALE: 1" = 10'-0"

5'10' 10'0

1040 1040

STATION (FEET)

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CAMP ASHLAND FUSE PLUG DESIGN CENTERLINE PROFILE

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LV 8+70LV 6+20

LV 6+20LV 3+50

LV 6+20

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CAMP ASHLAND FUSE PLUG DESIGN CENTERLINE PROFILE (CONT'D)

CAMP ASHLAND FUSE PLUG DESIGN CENTERLINE PROFILE W/PROPOSED CONCRETE SLAB

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SLOPE = 0.000%

1059.5

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EXISTING CLAY

SLOPE = 0.000%

GROUND

EXISTING

TRENCH UP THE SLOPE. REFER TO ANCHOR TRENCH IN DETAIL ON SHEET CG301.

STA. LV 7+35. AT STATIONS LV 3+65 AND LV 7+35, CONSTRUCT ANCHOR

INSTALL GEOMEMBRANE ON PLATTE RIVER SIDE FROM STA. LV 3+65 TO

1V : 2H

LV 6+20 LV 6+30 LV 6+40 LV 6+50 LV 6+60 LV 6+70 LV 6+80 LV 6+90 LV 7+00 LV 7+10 LV 7+20 LV 7+30 LV 7+40 LV 7+50 LV 7+60 LV 7+70 LV 7+80 LV 7+90 LV 8+00 LV 8+10 LV 8+20 LV 8+30 LV 8+40 LV 8+50 LV 8+60 LV 8+70

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NON COHESIVE,

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45'

PLATFORM

EXISTING CLAY

POST FLOOD

PLATFORM (1059.5)

OF FUSE PLUG CLAY

DESIGN GRADE

AFTER APRIL 1ST.

TO BE OPENED

FUSE PLUG NOTCH

OF TOPSOIL (1067.0)

DESIGN GRADE TOP

OF TOPSOIL (1067.0)

DESIGN GRADE TOP

EXISTING TOP OF FUSE PLUG EXISTING TOP OF FUSE PLUG

1V : 2

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SLOPE = 0.000% SLOPE = 0.000%

CLAY

EXISTING

TRENCH UP THE SLOPE. REFER TO ANCHOR TRENCH IN DETAIL ON SHEET CG301.

STA. LV 7+35. AT STATIONS LV 3+65 AND LV 7+35, CONSTRUCT ANCHOR

INSTALL GEOMEMBRANE ON PLATTE RIVER SIDE FROM STA. LV 3+65 TO

LV 3+50 LV 3+60 LV 3+70 LV 3+80 LV 3+90 LV 4+00 LV 4+10 LV 4+20 LV 4+30 LV 4+40 LV 4+50 LV 4+60 LV 4+70 LV 4+80 LV 4+90 LV 5+00 LV 5+10 LV 5+20 LV 5+30 LV 5+40 LV 5+50 LV 5+60 LV 5+70 LV 5+80 LV 5+90 LV 6+00 LV 6+10 LV 6+20

BLOW SAND FILL

NON COHESIVE,

PLATFORM (1059.5)

OF FUSE PLUG CLAY

DESIGN GRADE

OF TOPSOIL (1067.0)

DESIGN GRADE TOP

EXISTING TOP OF FUSE PLUG

SLOPE = 0.000%

1059.5

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SLOPE = 0.000%

GROUND

EXISTING

TRENCH UP THE SLOPE. REFER TO ANCHOR TRENCH IN DETAIL ON SHEET CG301.

STA. LV 7+35. AT STATIONS LV 3+65 AND LV 7+35, CONSTRUCT ANCHOR

INSTALL GEOMEMBRANE ON PLATTE RIVER SIDE FROM STA. LV 3+65 TO

SEE NOTES AND DETAILS ON SHEET S-101.

SLAB @ ELEV. 1059.5 WITH SHEET PILE.

PROPOSED CONCRETE FUSE PLUG

1V : 2

H 1V : 2H

1V : 2H

25'2' 2'

7' SLAB PLACEMENT (TYPICAL, BOTH SIDES)

7' OVER EXCAVATION FOR CONCRETE

LV 6+20 LV 6+30 LV 6+40 LV 6+50 LV 6+60 LV 6+70 LV 6+80 LV 6+90 LV 7+00 LV 7+10 LV 7+20 LV 7+30 LV 7+40 LV 7+50 LV 7+60 LV 7+70 LV 7+80 LV 7+90 LV 8+00 LV 8+10 LV 8+20 LV 8+30 LV 8+40 LV 8+50 LV 8+60 LV 8+70

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45'

PLATFORM

EXISTING CLAY

POST FLOOD

PLATFORM (1059.5)

OF FUSE PLUG CLAY

DESIGN GRADE

AFTER APRIL 1ST.

TO BE OPENED

FUSE PLUG NOTCH

OF TOPSOIL (1067.0)

DESIGN GRADE TOP

OF TOPSOIL (1067.0)

DESIGN GRADE TOP

EXISTING TOP OF FUSE PLUG EXISTING TOP OF FUSE PLUG

1V : 2

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