16b0016.pdf

PDF 19 MB Posted Jul 26, 2016

Attached to: Mississippi River Levees, Bolivar County, Mississippi, Pushmataha Mitigation Area Bridge
Solicitation number: W912EE-16-B-0016
Issued by: Department of the Army Corps of Engineers Engineering District Vicksburg

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B01_OfficialBidAbstract_16B16.pdf	PDF	Aug 25, 2016
B01_OfficialBidAbstract_16B16.pdf	PDF	Aug 25, 2016
am_02.pdf	PDF	Aug 15, 2016
am01.pdf	PDF	Aug 8, 2016
385-1-1.pdf	PDF	Jul 26, 2016
summary.pdf	PDF	Jul 26, 2016
specs.pdf	PDF	Jul 26, 2016

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®of Engineers

US Army Corps of Engineers

US Army Corps

Solicitation: W912EE-16-B-0016

Contract: W912EE-XX-X-XXXX

C h ie f, D e s ig n B ra n c h

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Vicksburg District

C h ie f, E n g in e e ri n g C o n s tr u c ti o n D iv is io n

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MISSISSIPPI RIVER LEVEES

BOLIVAR COUNTY, MISSISSIPPI

PUSHMATAHA MITIGATION AREA BRIDGE

JULY 2016

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INDEX TO DRAWING

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SITE LOCATION

SCALE: 1" = 6,000'

12000'6000'

PROJECT VICINITY MAP

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ROW PT.

N 1,679,565.99 E 2,129,668.65

ROW PT.

N 1,679,958.91 E 2,129,986.48

ROW PT.

N 1,679,843.79 E 2,130,096.58

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N 1,679,450.58 E 2,130,036.21

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N 1,679,249.29

E 2,130,056.34ROW PT.

N 1,679,097.64 E 2,129,668.65

SCALE: 1" = 60'

120'60'

RIGHT-OF-WAY MAP

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UNIFIED SOIL CLASSIFICATION

TYPICAL NAMES

SYM

BOL

LETTER

SYMBOL

TYPEMAJOR DIVISION

CLEAN

GRAVEL

G R

A V

E L

M o r e t h a n h l f o c o a r s e f r a c t i o n i s l a r g e r t h s i e v e s i z e

(Little or

No Fines )

GRAVEL

WITH FINES

(Appreciable

Amount of

Fines)

GRAVEL,Well Graded, gravel-sand mixtures, little or no fines

GRAVEL,Poorly Graded, gravel-sand mixtures, little or no fines

SILTY GRAVEL,gravel-sand-silt mixtures

CLAYEY GRAVEL, gravel-sand-clay mixtures

SAND, Well-Graded, gravely sands

SAND, Poorly-Graded, gravely sands

SILTY SAND, sand-silt mixtures

CLAYEY SAND, sand-clay mixtures

SILT & very fine sand, silty or clayey fine sand or clayey silt with slight plasticity

ORGANIC SILTS and organic silty clays of low plasticity

SILT, fine sandy or silty soil with high plasticity

FAT CLAY, Inorganic clay of high plasticity

ORGANIC CLAYS of medium to high plasticity, organic silts

PEAT, and other highly organic soil

WOOD

CLEAN

SAND

SANDS

WITH FINES

SILTS AND

CLAYS

SILTS AND

CLAYS

F I

G R

A I

S O I

L S

M o r e t h m t e r i a l i s l a r g e r t h s i e v e s i z e

M o r e t h t e m t e r i i s s m a l l e r t h s i e v e s i z e

(Appreciable

Amount of

Fines)

M o r e t h c o a r s e f r a c t i o n i s s i e v e s i z e s m a l l e r t h

(Little or

No Fines )

(Liquid Limit

50 )

HIGHLY ORGANIC SOILS

WOOD

NO SAMPLE

NOTE: Soils possessing characteristics of two groups are designated by combinations of group symbols

A comma will be used between modification symbols. Example. So,Gr,w/SIS,(CH)

The D size of a soil is the grain diameter in millimeters of which 10% of the soil is finer, and 90% coarser than D .

Results of these test are available for inspection in the U.S. Army Engineer District

Office, if these symbols appear beside the boring logs on the drawings.

Are natural water contents in percent dry weight

Are liquid and plastic limits, respectfully

Ground - water surface and date observed

Denotes location of sample subjected to consolidation test and each

FW Denotes free water

Are values of cohesion in lbs./sq. ft from unconfined compression test

In parenthesis are driving resistances in blows per foot determined with a with a 30" drop standard split spoon sampler (1 " I.D., 2" O. D.) and a 140 lb. driving hammer per second of undisturbed sample

Where underlined with a dashed line denotes laboratory permeability in centimeters per second of sample remoulded to the estimated natural void ratio

NOTES:

FIGURES TO LEFT OF BORING UNDER COLUMN W OR D "10

FIGURES TO LEFT OF BORING UNDER COLUMNS LL" AND PL"

SYMBOLS TO LEFT OF BORING

FIGURES TO RIGHT OF BORING

GENERAL NOTES

1. While the borings are representative of subsurface conditions at their respective locations materials of the region are anticipated and, if encountered, such variations will not be in such borings on the dates shown. Absence of water surface data on certain borings indicates water will not be encountered at the locations or within the vertical reaches of such borings.

3. Consistency of cohesive soils shown on the boring logs is based on driller's log and visual examination and is approximate, except within those vertical reaches of the borings where shear strengths from unconfined compression test are shown.

4. The detailed explanation of the Unified Soil Classification System is presented in

DESCRIPTIVE SYMBOLS

0 20

60 80 100

L. L. - LIQUID LIMIT

CL - ML

CL OH

P L

A S

T I

C I

T Y

N D

E X

PLASTICITY CHART

N E

For classification of fine - grained soils

COLOR SYMBOL

TAN

YELLOW

RED

BLACK

GRAY

LIGHT GRAY

DARK GRAY

BROWN

LIGHT BROWN

DARK BROWN

BROWNISH - GRAY

GRAYISH - BROWN

GREENISH - GRAY

GRAYISH - GREEN

GREEN

BLUE

BLUE - GREEN

WHITE

MOTTLED

REDDISH

lGr dGr

Br lBr dBr br Gr gy Br gn Gr gy Gn

Bl Gn

Mot rd

COLOR CONSISTENCY

FOR COHESIVE SOILS

CONSISTENCY

COHESION IN LBS./SQ. FT. FROM

UNCONFINED COMPRESSION TEST

SYMBOL

VERY SOFT

SOFT

MEDIUM

STIFF

VERY STIFF

HARD

250 - 500

500 - 1000

1000 - 2000

2000 - 4000

V vSo

St vSt

Traces Tr- Sandy Silt strata SSIS

Fine F Silty Sand strata SISS

Medium M With w/

Coarse C Dense D

Concretions cc Very Dense vD

Rootlets rt

Lignite fragments lg

Shale fragments sh

Sandstone fragments sds

Shell fragments slf

Organic matter O

Clay strata or lenses CS

Silt strata or lenses SIS

Sand strata or lenses

Sandy

Gravely G

Boulders B

Slickensides SL

Wood Wd

Oxidized Ox

Crumbly Cr

Loose Lo

Vegetation Veg

MODIFICATION MODIFICATIONSYMBOL SYMBOL

MODIFICATIONS MODIFICATIONS

S A

N D

C O

A R

A I

L S that no ground water data are available from the boring but does not necessarily mean that ground

LEAN CLAY; Sandy Clay; Silty Clay; of low to medium plasticity

Denotes location of consolidation test

Denotes location of consolidated - drained direct shear test

Denotes location of consolidated - undrained triaxial compression test

Denotes location of unconsolidated - undrained triaxial compression test

When underlined denotes D size in m m of the above three types of shear test and for their respective vertical reaches, local variations characteristic of the subsurface

2. Ground water elevations shown on the boring logs represent ground water surfaces encountered

Where underlined with a solid line denotes laboratory permeability in centimeters

ASTM D 2487, (2000) Classification of Soils for Engineering Purposes.

considered as differing materially within the purview of the Contract Clause DIFFERING SITE CONDITIONS.

S O

O R

G L

E G

E N

B-001

B -0

S o il B o ri n g L e g e n d .d g n

J u s ti n L

C a rt e r

J L

C T

A T

C D

S T

R U

C T

U R

E S S

E C

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

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B E

S U

B M

T E

D B

P L

O T S

C A

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P L

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A T

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D E

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C O

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IDENTIFICATION

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®of Engineers

US Army Corps

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D of Engineers

US Army Corps

D E

N B

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N C

D a v id L

W a ll a c e P .E

W E

E -0

-B -0

W E

E -0

-C -x x x x

P I

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B O

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A B

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M -1

-1

(2)

(1)

(7)

(WH)

(2H)

(20)

(28)

(51)

(56) vSt,TR- G

TR- G

SIS

SIS,vSo,SS

SIS,vSo,SS Q, C=188

SIS

vSo

SIS,M

SIS,M,Q,C=532 PSF

SIS,M

SIS,So

SIS,M

M,Q, C=564 PSF

SIS,M

03-08-2016

DLL W

FIELD BOOK NO. B.B. 8331

PMB-01-16U

159.4G.S.E.PL

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SOIL BORING PROFILE

E L E

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N 1679426.74

E 2129870.78

A Z .2

°4

247.17'

AZ.240°54'05"

E C D

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40" PECAN

TBM SQUARE

EL.162.739

E L .15

E L .16

IR PB-1

EL.163.168

W .E

LEGEND

C-101

E X

G S

E P

L A

STONE PAVING

GRAVEL

ROAD

PUSHMATAHA BRIDGE

GRAVEL

ROAD

C -1

E x is ti n g S it e P la n .d g n

SCALE: 1 IN. = 20 FT.

20 40 60 FT.20 10

EXISTING SITE PLAN

BORING LOCATION

N 1679426.74

E 2129870.78

SIGN

RIPRAP

LOW CORD

ELV. 157.991'

PIER

TOP BRIDGE ABUTMENT

ELV. 157.623'

STONE PAVING

TOP BRIDGE ABUTMENT

ELV. 157.623'

C D

A C

M E S

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®of Engineers

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C R

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ROADW

' T

RANSI

ROADW

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C -1

S it e L a y o u t.

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SCALE: 1 IN. = 20 FT.

20 40 60 FT.20 10

A L S

E P

L A

GENERAL NOTES:

18" R200 RIPRAP

LIMITS OF RIPRAP

STA. 12+53.33

END OF PROJECT

STA. 10+00

BEGINNING OF PROJECT

18" R200 RIPRAP

LIMITS OF RIPRAP

STA. 11+05.65

PLACE OBJECT MARKER SIGN

LT./RT. OF CENTERLINE

STA. 11+80.65

PLACE OBJECT MARKER SIGN

LT./RT. OF CENTERLINE

GRAVEL

ROAD

STA. 11+05.65 - STA. 11+80.65

BRIDGE LIMITS

DBL. CELL ALUMINUM ARCH CULVERT

PLACE STOCKED PILE STONE ROCK IN

V-DITCHES FOR EROSION CONTROL MEASURES

CONTRACTOR SHALL PLACE PERVIOUS FILL AND BACKFILL A

MIN. OF 6-FT. OUTSIDE BRIDGE LIMITS

PLACE STOCKPILED STONE ROCK IN

V-DITCHES FOR EROSION CONTROL MEASURES

CONTRACTOR SHALL PLACE PERVIOUS FILL AND BACKFILL

A MIN. OF 6-FT. OUTSIDE BRIDGE LIMITS

PLACE STOCKPILED STONE ROCK IN

V-DITCHES FOR EROSION CONTROL MEASURES

1.CONTRACTOR SHALL PLACE 18" R200 RIPRAP 40' UPSTREAM

AND DOWNSTREAM OF THE PROPOSED STRUCTURE.

2.CONTRACTOR SHALL PLACE STOCKPILED STONE ROCK WITHIN

DITCH LIMITS AND AT THE CONFLUENCE OF ALL UNPROTECTED

SLOPES FOR EROSION CONTROL METHODS.

3.DBL. CELL ARCH CULVERT DIMENSIONS:

SPAN LENGTHS: 75'-0" ALONG THE C/L OF ROADWAY

OUT-TO-OUT LENGTH: 45'-3" ALONG FLOWLINE OF CREEK

4.CONTRACTOR SHALL PLACE PERVIOUS FILL AND BACKFILL

WITHIN BRIDGE LIMITS AND EXTEND A MIN. OF 6-FT. OUTSIDE

OF BRIDGE LIMITS.

5.EMABANKMENTS WILL BE CONSTRUCTED WITH RANDOM FILL AND

BACKFILL.

F L

O W

F L

O W

4 1

FINAL SITE PLAN

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US Army Corps

U .S

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B U

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US Army Corps a u t o t im e

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B ra n d o n M

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C-300

SCALE: NONE

1'1'

2% 2% 4% 4%

10' CLEARZONE

3'CROADWAY

10' CLEARZONE

12' TRAVEL LANE12' TRAVEL LANE

24' TRAVEL LANE

30' CROWN WIDTH

SCALE: NONE

1'1'

2% 2%

CROADWAY

10' CLEARZONE

SCALE: NONE

2% 2%

CROADWAY

TRAVEL LANE

CROWN WIDTH VARIES

10' CLEARZONE

(T Y

SCALE: NONE

V-DITCH DETAIL

159.50'

159.26'

159.14' 157.12'

156.62'

SEE V-DITCH DETAIL

P U

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C -3

R o a d w a y T y p .d g n

TRAVEL LANE WIDTH VARIES

STA. 12+05.65 TO STA. 12+53.33

STA. 10+00 TO STA. 10+55.65

TYPICAL SECTION

STA. 11+05.65 TO STA. 11+80.65

BRIDGE LIMITS

TYPICAL SECTION

STA. 11+80.65 TO STA. 12+05.65

STA. 10+55.65 TO STA. 11+05.65

TRANSITION LIMITS (12' TO 45' - 3" & 45' - 3" TO 12')

TYPICAL SECTION

C/L NEW DITCH

EXISTING GROUND

TOP OF EMBANKMENT

EDGE OF ROAD/

Y P

GENERAL NOTES:

4%4%

EXISTING

VAR. VAR.

CONTRACTOR SHALL ESTABLISH TURF ON EMBANKMENTS.6.

OF BRIDGE LIMITS.

WITHIN BRIDGE LIMITS AND EXTEND A MIN. OF 6-FT. OUTSIDE

CONSTRACTOR SHALL USE PERVIOUS FILL AND BACKFILL5.

AND BACKFILL MATERIAL.

EMANKMENTS WILL BE CONSTRUCTED WITH RANDOM FILL 4.

UNPROTECTED SLOPES AND WITHIN DITCH LIMITS.

FOR EROSION CONTROL AT THE CONFLUENCE OF ALL

STOCKPILED EXISTING STONE ROCK WILL BE USED FOR 3.

DRAIN.

CONTRACTOR SHALL GRADE EMBANKMENTS SLOPES TO 2.

ELEVATIONS SHOWN WITHIN BRIDGE LIMITS ARE TYPICAL.1.

12" CRUSHED STONE (3 - 4" LIFTS)

EXISTING SUBGRADE

12" CRUSHED STONE (3 - 4" LIFTS)

GEOTEXTILE FABRIC

6" LIME STABILIZED COURSE

4" CRUSHED STONE

GEOTEXTILE FABRIC

6" LIME STABILIZED COURSE

4" CRUSHED STONE

PERVIOUS FILL AND BACKFILL

12" CRUSHED STONE (3 - 4" LIFTS)

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A lu m B o x C u lv e rt T y p .d g n

C-301

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GENERAL NOTES:

1. SEE SHT. S-101 FOR FOUNDATION DESIGN.

2. PILES NOT SHOWN FOR CLARITY.

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M -1

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C-302

SCALE: NONE

C -3

C re e k T y p .d g n

STA. 11+13.75 TO STA. 11+52

TRANSITION LIMITS (87' TO 26')

TYPICAL SECTION

6' 6'

87'

EXISTING GROUND

FINISH GRADE ELEVATION

18" R200 RIPRAP

EXISTING GROUND

ELV. 144.00'

PROPOSED STRUCTURE

ELV. 144.00'

(TIE INTO EXIST. GROUND)

TOP OF RIPRAP

ELV. 159.50'

C/L OF ROADWAY

EXISTING GROUND

18' R200 RIPRAP

FINISH GRADE ELEVATION

9" NO. 2 BEDDING STONE

12" NO. 2 BEDDING STONE

9" NO. 2 BEDDING STONE

BASE SLAB (SEE SHT. S-101)

GENERAL NOTES:

PILES NOT SHOWN FOR CLARITY.4.

SEE SHT. S-101 FOR FOUNDATION PLAN.3.

SEE SHT. C-301 FOR TYPICAL SECTION OF PROPOSED ARCH CULVERT.2.

MAX COVER: 5FT.

MIN. COVER: 2.9FT.

RISE: 12' - 1"

OUT-TO-OUT LENGTH: 45' - 3"

SPANS: 2 @ 32' - 9"

WITH THE FOLLOWING DIMENSIONS:

THE PROPOSED STRUCTURE SHALL BE AN ARCH ALUMINUM BOX CULVERT1.

MIN. 6' OF PERVIOUS FILL AND BACKFILL

RANDOM FILL AND BACKFILL

STA. 10+27.00 TO STA. 10+68.50

TRANSITION LIMITS (26' TO 87')

TYPICAL SECTION

SCALE: NONE

STA. 10+68.50 TO STA. 11+13.75

NEW C/L CHANNEL & STRUCTURE

TYPICAL SECTION

VARIES

MIN. 6' OF PERVIOUS FILL AND BACKFILL

RANDOM FILL AND BACKFILL

P U

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STA.10+00 TO STA.11+60

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10+00

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0 20 40 60 80 100-20-40-60-80-100

10+20

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0 20 40 60 80 100-20-40-60-80-100

10+40

E L E

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0 20 40 60 80 100-20-40-60-80-100

10+60

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T N .A .V .D

0 20 40 60 80 100-20-40-60-80-100

10+80

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0 20 40 60 80 100-20-40-60-80-100

11+00

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0 20 40 60 80 100-20-40-60-80-100

11+06

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0 20 40 60 80 100-20-40-60-80-100

11+20

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0 20 40 60 80 100-20-40-60-80-100

11+40

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0 20 40 60 80 100-20-40-60-80-100

11+60

ELV. 158.17'

ELV. 154.07'

ELV. 157.62'

ELV. 154.07'

ELV. 159.33'

ELV. 155.12'

ELV.158.39'

ELV. 158.57'

ELV.155.12'

ELV. 158.68'

ELV.154.77'

ELV.158.73'

ELV.158.49'

ELV. 154.77'

ELV. 158.72'

ELV. 154.42'

ELV. 158.86'

ELV.154.42'

ELV.158.86'

ELV.155.75'

ELV.153.74'

ELV.159.49' ELV.153.14'

ELV.155.75'

ELV. 156.60'

ELV. 159.14'

ELV. 159.50'

ELV. 156.60'

ELV. 159.14'

ELV. 156.60'

ELV. 159.14'

ELV. 159.50'

ELV. 159.26'

ELV. 159.14'

ELV. 156.60'

ELV. 159.14'

ELV. 159.26'

ELV. 159.14'

ELV. 156.60'

ELV. 159.50'

ELV. 156.60'

ELV. 159.14'

ELV. 159.26'

ELV. 159.14'

ELV. 156.60'

ELV. 159.50'

E L E

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E L E

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E L E

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E L E

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E L E

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E L E

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T N .A .V .D

ELV.158.82'

NO WORK

E C D

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IDENTIFICATION

SHEET

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S S S

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EXISTING GROUND

LEGEND

FINISH GRADE ELEVATION

C -3

R o a d w a y

X S .d g n

STA.11+80 TO STA.12+53

E L E

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E L E

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12+00

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12+20

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12+40

E L E

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0 20 40 60 80 100-20-40-60-80-100

12+53

ELV. 156.60'

ELV. 159.14'

ELV. 159.26'

ELV. 159.50'

ELV. 159.14'

ELV. 156.60'

ELV.155.61'

ELV.156.10'

ELV.159.79'

ELV. 155.88'

ELV. 159.43'

ELV.160.62'

ELV.157.00'

ELV.160.63'

ELV.160.61' ELV. 160.34'

ELV. 157.01'

ELV. 159.78'

ELV.160.74'

ELV.157.35'

ELV.160.68'

ELV.160.87'

ELV.160.68'

ELV. 157.35'

ELV. 160.64'

ELV.157.44'

ELV.160.92'

ELV.160.77'

ELV.160.89'

E L E

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IDENTIFICATION

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LEGEND

FINISH GRADE ELEVATION

C -3

R o a d w a y

X S .d g n

ELV. 157.60'

ELV. 144.73' ELV. 144.73'

ELV. 144.73'

ELV. 159.55'

E L E

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0 20 40 60 80 100-20-40-60-80-100

10+00

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0 20 40 60 80 100-20-40-60-80-100

10+10

E L E

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0 20 40 60 80 100-20-40-60-80-100

10+20

E L E

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0 20 40 60 80 100-20-40-60-80-100

10+30

E L E

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0 20 40 60 80 100-20-40-60-80-100

10+40

E L E

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0 20 40 60 80 100-20-40-60-80-100

10+50

E L E

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0 20 40 60 80 100-20-40-60-80-100

10+60

E L E

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0 20 40 60 80 100-20-40-60-80-100

10+70

E L E

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0 20 40 60 80 100-20-40-60-80-100

10+80

E L E

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0 20 40 60 80 100-20-40-60-80-100

10+90

ELV. 159.50'

ELV. 157.88'ELV. 144.00'

ELV. 155.70'

ELV. 144.00'

18" R200 RIPRAP

9" BEDDING STONE

18" R200 RIPRAP

9" BEDDING STONE

ELV. 148.25'

ELV. 154.79'

ELV. 156.04'

18" R200 RIPRAP

9" BEDDING STONE

ELV. 150.50' ELV. 147.88'

18" R200 RIPRAP

9" BEDDING STONE

ELV. 157.26'

ELV. 154.15'

ELV. 147.30'

ELV. 154.89'

ELV. 157.67'

ELV. 150.25'

9" BEDDING STONE

18" R200 RIPRAP

9" BEDDING STONE

18' R200 RIPRAP

ELV. 146.44 ELV. 158.33'

ELV. 153.81'

ELV. 157.87'

ELV. 145.59'

ELV. 158.64'

ELV. 156.85''

ELV. 156.91'

ELV. 159.15'

9" BEDDING STONE

18" R200 RIPRAP

ELV. 144.00'

ELV. 159.50''

ELV. 159.50'

ELV. 144.00'

ELV. 158.95'

PROPOSED STRUCTURE

RANDOM FILL AND BACKFILL

RANDOM FILL AND BACKFILLRANDOM FILL AND BACKFILL

ELV. 160.44'ELV. 158.35'

RANDOM FILL AND BACKFIL

ELV. 154.19'ELV. 151.73'

ELV. 150.72'

RANDOM FILL AND BACKFILL

ELV. 160.64'

STA.10+00 TO STA.10+90

E L E

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L E

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L E

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L E

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RANDOM FILL AND BACKFILL

12" BEDDING STONE

ELV. 156.81'

ELV. 152.41'

ELV. 152.14'

ELV. 156.17'

ELV. 157.73'

ELV. 159.71'

E C D

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IDENTIFICATION

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US Army Corps a u t o t im e

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S T

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EXISTING GROUND

CREEK CHANNEL EXCAVATION

FINISH GRADE ELEVATION

LEGEND

C R

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K C

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C -3

C re e k

X S .d g n

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11+10

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11+20

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E L E

V A

N I

N F

N .A .V .D .8

0 20 40 60 80 100-20-40-60-80-100

11+40

E L E

V A

N I

N F

N .A .V .D .8

0 20 40 60 80 100-20-40-60-80-100

11+50

E L E

V A

N I

N F

N .A .V .D .8

0 20 40 60 80 100-20-40-60-80-100

11+60

E L E

V A

N I

N F

N .A .V .D .8

0 20 40 60 80 100-20-40-60-80-100

11+70

E L E

V A

N I

N F

N .A .V .D .8

0 20 40 60 80 100-20-40-60-80-100

11+80

E L E

V A

N I

N F

N .A .V .D .8

0 20 40 60 80 100-20-40-60-80-100

11+90

ELV. 144.00'

ELV. 158.80' ELV. 159.50'

ELV. 159.50'

ELV. 144.00'

ELV. 159.85'

ELV. 159.56'

ELV. 145.51'

ELV. 156.12'

ELV. 160.23'

ELV. 144.58'

ELV. 160.45'

ELV. 159.58'

ELV. 158.87'

ELV. 150.32'

ELV. 152.48'

ELV. 152.96'

ELV. 154.26'

ELV. 146.43'

ELV.148.66'

ELV.149.20'

ELV. 150.99'

ELV. 150.94'

ELV. 147.36'

ELV. 148.87'

ELV. 148.80'

ELV. 150.90'

ELV. 147.56'

9" BEDDING STONE

18" R200 RIPRAP

9' BEDDING STONE

18" R200 RIPRAP

9" BEDDING STONE

18' R200 RIPRAP

9' BEDDING STONE

18" R200 RIPRAP

9" BEDDING STONE

18" R200 RIPRAP

ELV. 160.27'

ELV. 156.30'

ELV. 158.61'

PROPOSED STRUCTURE

STA.11+00 TO STA. 11+90

E L E

V A

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L E

V A

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N F

N .A .V .D .8

L E

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L E

V A

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L E

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12" BEDDING STONE

RANDOM FILL AND BACKFILL

RANDOM FILL AND BACKFILLRANDOM FILL AND BACKFILL

ELV. 158.83'

ELV. 151.74'

NO WORK

E C D

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®of Engineers

US Army Corps

U .S

A R

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F E

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B U

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US Army Corps a u t o t im e

D E

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C-306

EXISTING GROUND

CREEK CHANNEL EXCAVATION

FINISH GRADE ELEVATION

LEGEND

C -3

C re e k

X S .d g n

45' - 3"27' 41'

C R

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ROADW

LIM

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RANSI

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D A

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US Army Corps

U .S

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180180

10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 11+94

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P V I .5

E le v

P V I .7

E le v

P V I .0

E le v

Grade = -8.57% Grade = 0.00% Grade = 9 .27%

P V I .0

E le v

C -4

C re e k P ln

P ro .d g n

P L

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C-401

40'10'

SCALE:1"=20'

0 20'

40'10'

SCALE:1"=20'

0 20'

PROFILE

18" R200 RIPRAP

LIMITS OF RIPRAP

STA. 12+53.33

END OF PROJECT

BRIDGE LIMITSMATCH EXIST. MATCH EXIST.

GENERAL NOTES:

1. CONTRACTOR SHALL PLACE 18" R200 RIPRAP 40' UPSTREAM

AND DOWNSTREAM OF THE PROPOSED STRUCTURE.

2.CONTRACTOR SHALL PLACE STOCKPILED STONE ROCK

WITHIN DITCH LIMITS AND AT THE CONFLUENCE OF ALL

UNPROTECTED SLOPES FOR EROSION CONTROL METHODS.

3. DOUBLE CELL ALUMINUM ARCH CULVERT DIMENSIONS:

SPAN LENGTHS: 75' - 0" ALONG THE C/L OF THE ROADWAY

OUT-TO-OUT LENGTH: 45' - 3" ALONG FLOWLINE OF CREEK.

PLAN

F L

O W

F L

O W

18" R200 RIPRAP

LIMITS OF RIPRAP

STA. 11+05.65 LT.

PLACE OBJECT MARKER SIGN

ROADW

STA. 10+00

BEGINNING OF PROJECT

STA. 11+80.65 LT.

PLACE OBJECT MARKER SIGN

STA. 11+80.65 RT.

PLACE OBJECT MARKER SIGN

BRIDGE LIMITS

DBL. CELL ALUMINUM ARCH CULVERT

STA. 11+05.65 RT.

PLACE OBJECT MARKER SIGNS

C D

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M E S

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C O

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IDENTIFICATION

SHEET

D A

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A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

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P I

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US Army Corps a u t o t im e

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FLOW

1. EXCAVATE THE TRENCH.

WIDTH

BALE

2. PLACE BALES TIGHTLY TOGETHER AND STAKE.

4. BACKFILL AND COMPACT THE EXCAVATED SOIL.

STRAW BALE DETAILS

CONSTRUCTION OF A STRAW BALE BARRIER

SCALE: NONE

3. GAPS BETWEEN BALES SHALL BE CHINKED

(FILLED BY WEDGING WITH STRAW).

FLOW

PLAN

COMPACTED SOIL

(MIN.)

FLOW

POINTS A SHOULD BE HIGHER THAN POINT B

B A

F L

O W

A X

RUNOFF

STEEL OR WOOD POST

2'-0"

6'-0" TYPICAL

FILTER FABRIC -

ATTACH SECURELY TO UPSTREAM

SIDE OF POST.

4" x 4" TRENCH -

EXCAVATE, LINE WITH FILTER FABRIC

AS SHOWN AND BACKFILL WITH COMPACTED

MATERIAL.

9" (MAX. RECOMMENDED)

STORAGE HEIGHT.

10'-0" MAXIMUM SPACING WITH WOVEN WIRE SUPPORT FENCE -

6'-0" MAXIMUM SPACING WITHOUT WIRE SUPPORT FENCE.

STORM WATER POLLUTION PREVENTION PLAN

SCALE: NONE

TEMPORARY DIVERSION DIKE DETAIL

SILT SCREEN FENCE IN DRAINAGE

ELEVATION SECTION

PLAN

SCALE: NONE

S T

O R

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INSPECT AND REPAIR FENCE AFTER EACH STORM

EVENT AND REMOVE SEDIMENT WHEN NECESSARY.

REMOVED SEDIMENT SHALL BE DEPOSITED TO AN

AREA THAT WILL NOT CONTRIBUTE SEDIMENT

OFF-SITE AND CAN BE PERMANENTLY STABILIZED.

SILT SCREEN FENCE SHALL BE PLACED ALONG SLOPE

CONTOURS TO MAXIMIZE PONDING EFFICIENCY.

EXTRA STRENGTH FILTER FABRIC REQUIRED

IF WIRE MESH SUPPORT IS NOT USED.

NOTES:

SCALE: NONE

CONSTRUCTION ENTRANCE & EXIT DETAILS

SILT SCREEN FENCE DETAILS

SCALE: NONE

COARSE AGGREGATE

50' MIN. LENGTH

AS REQ'D

WIDTH

6" MIN. DEPTH

HARD

SURFACE

PUBLI

ROAD

C -5

W P

P P

T D .d g

C-501

A TYPE I BARRICADE CONSISTS OF ONE (1) HORIZONTAL RAIL SUPPORTED BY A DEMOUNTABLE

FRAME OR A LIGHT "A" FRAME. A TYPE I BARRICADE NORMALLY WOULD BE USED ON CONVENTIONAL

ROADS OR URBAN STREETS AND ARTERIALS.

A TYPE II BARRICADE CONSISTS OF TWO (2) HORIZONTAL RAILS ON A LIGHT "A" FRAME. TYPE II BARRICADES

ARE INTENDED FOR USE ON EXPRESSWAYS AND FREEWAYS AND OTHER HIGH-SPEED ROADWAYS.

TYPE I AND TYPE II BARRICADES ARE INTENDED FOR USE WHERE THE HAZARD IS

RELATIVELY SMALL AS, FOR EXAMPLE, ON CITY STREETS, OR FOR THE MORE OR LESS

CONTINUOUS DELIMITING OF A RESTRICTED ROADWAY, OR FOR TEMPORARY DAYTIME USE.

A TYPE III BARRICADE CONSISTS OF THREE (3) HORIZONTAL RAILS SUPPORTED BY FIXED

POSTS, A RIGID SKID, A HEAVY DEMOUNTABLE FRAME OR A HEAVY, HINGED "A" FRAME.

TYPE III BARRICADES ARE INTENDED FOR USE ON CONSTRUCTION AND MAINTENANCE

PROJECTS AS WING BARRICADES AND AT ROAD CLOSURES, WHERE THEY MUST REMAIN IN PLACE

FOR EXTENDED PERIODS.

6. THE MARKING FOR BARRICADE RAILS SHALL BE ORANGE AND WHITE (SLOPING DOWNWARD AT

AN ANGLE OF 45° IN THE DIRECTION TRAFFIC IS TO PASS).

7.DO NOT PLACE SANDBAGS OR OTHER DEVICES TO PROVIDE MASS ON THE BOTTOM RAIL

THAT WILL BLOCK VIEW OR RAIL FACE.

8. FOR ADDITIONAL INFORMATION OR DETAILS, SEE MUTCD, LATEST EDITION.

9 BARRICADES ARE CLASSIFIED BY FHWA AS CATEGORY II WORK ZONE DEVICES WHICH REQUIRE CRASHWORTHINESS

ACCEPTANCE LETTERS. TO DATE, 2-IN. THICK TIMBER RAILS HAVE NOT BEEN SUCCESSFULLY CRASH TESTED.

A LIST OF CRASHWORTHY BARRICADES AND OTHER CATEGORY II DEVICES CAN BE FOUND ON FHWA'S WEBSITE:

http://safety.fhwa.dot.gov/roadway_dept/policy_guide/road_hardware/cat2.cfm

YELLOW

BLACK

12"

8" TO

ORANGE

WHITE

DIA.

18" MIN.

REFLECTORIZED ORANGE

REFLECTORIZED WHITE

PLASTIC DRUMS SHALL BE ON END AND USED AS AN EXPEDIENT METHOD FOR

TRAFFIC CHANNELIZATION. THE COLOR AND MARKING OF DRUMS SHALL BE CONSISTENT

WITH MARKING STANDARDS FOR BARRICADE. THE PREDOMINANT COLOR ON DRUMS

SHALL BE ORANGE WITH FOUR (4) REFLECTORIZED, HORIZONTAL, CIRCUMFERENTIAL

STRIPES (2 ORANGE & 2 WHITE) 6" WIDE.

DRUMS SHOULD NEVER BE PLACED IN THE ROADWAY WITHOUT WARNING SIGNS.

WHERE PRACTICAL PLASTIC DRUMS SHALL BE PLACED NO CLOSER THAN 3'-0"

FROM THE EDGE OF TRAVELED LANE.

1. VERTICAL PANELS CONSIST OF AT LEAST ONE PANEL

8" TO 12" IN WIDTH AND A MINIMUM OF

24" IN HEIGHT.

2. THE DIAGONAL STRIPES SHALL SLOPE DOWNWARD

IN THE DIRECTION THAT TRAFFIC IS TO PASS THE PANEL.

THE PANELS SHALL BE MOUNTED WITH THE TOP A

MINIMUM OF 36" ABOVE THE ROADWAY ON A SINGLE

LIGHTMASS POST.

3. VERTICAL PANELS USED ON EXPRESSWAYS, FREEWAYS

AND OTHER HIGH-SPEED ROADWAYS SHALL HAVE A

FACING TRAFFIC.

4. FOR TWO-WAY TRAFFIC OPERATIONS, BACK-TO-BACK

PANELS SHALL BE USED.

OF RETROREFLECTIVE AREA

MINIMUM OF 270 in

TYPE 3 OBJECT MARKERS SHALL BE USED AT ALL EXPOSED BRIDGE

ABUTMENTS AND AT OTHER LOCATIONS AS DEEMED NECESSARY BY THE

ENGINEER.

THE OM-3R IS SHOWN. THE OM-3L IS SIMILAR EXCEPT THE STRIPES

SLOPE DOWNWARD FROM THE UPPER LEFT SIDE TO THE LOWER RIGHT SIDE

AND SHALL BE PLACED ON THE LEFT SIDE OF THE OBJECT.

THE INSIDE EDGE OF THE MARKER SHALL BE IN LINE WITH THE INNER

EDGE OF THE OBSTRUCTION.

TYPE II TYPE IIITYPE I

8" MIN. - 12" MAX. 8" MIN. - 12" MAX. 8" MIN. - 12" MAX.

48" MIN.

60" MIN.36" MIN.

24" MIN.24" MIN.

36" MIN.

2 (ONE EACH DIRECTION)

LIGHT

4 (TWO EACH DIRECTION)

LIGHT "A" FRAME POST OR SKID

6 IF FACING TRAFFIC

3 IF FACING TRAFFIC

IN ONE DIRECTION

IN TWO DIRECTIONS

LENGTH OF RAIL

WIDTH OF STRIPE

HEIGHT

REFLECTORIZED

NUMBER OF

RAIL FACES

TYPE OF FRAME

1. FOR RAILS LESS THAN 36" LONG, 4" WIDE STRIPES MAY BE USED.

2. BARRICADES INTENDED FOR USE ON EXPRESSWAYS, FREEWAYS AND OTHER HIGH SPEED

FACING TRAFFIC.

WIDTH OF RAIL

STANDARD BARRICADES

BARRICADE CHARACTERISTICS

BARRICADE CLOSING A ROAD

PLASTIC DRUM STRIPING DETAIL

VERTICAL PANEL

TYPE 3 OBJECT MARKER

(OM-3R)

OF REFLECTIVE AREA

ROADWAYS, SHALL HAVE A MINIMUM OF 270 in

I II III

ADMINISTRATION.

BY THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, 2009 Ed." PUBLISHED

FOR SIGNAGE CONSTRUCTION AND PLACEMENT DETAILS SEE "THE 3.

BEGINNING/END OF PROJECT.

CONTRACTOR SHALL INSTALL TYPE III BARRICADES AT THE 2.

INTENSITY REFLECTIVE SHEETING.

MARKINGS ON ALL DEVICES SHOWN ON THIS SHEET SHALL BE HIGH1.

GENERAL NOTES

DETOUR

CLOSED

ROAD

C O

N S

T R

U C

N P

R O J E

C T S

C O

N S

T R

U C

N D

E T

S F

H W

A Y S

N A

N D B

A R

C-502

C -5

T ra ff ic

C o n tr o lD e ta il s .d g n

FLASHER FLASHER FLASHER

STATION TYPE

SIGN SCHEDULE

TYPE III BARRICADE AT THE B.O.P. AND E.O.P.

PLACE TYPE III BARRICADES W/ FLASHERS

REMARKS

STA. 11+05.65 (BRIDGE END)

STA. 11+80.65 (BRIDGE END)

OM-3L/OM-3R

ENDS; RT.& LT. OF CENTERLINE

PLACE OBJECT MARKER SIGNS AT BRIDGE

ENDS; RT.& LT. OF CENTERLINE

PLACE OBJECT MARKER SIGNS AT BRIDGE

STA. 12+53.33 (E.O.P.)

STA. 10+00 (B.O.P.)

R11-2 BARRICADES AS SHOWN ABOVE.

PLACE ROAD CLOSED SIGNS ON TYPE III

(BLACK & WHITE)

R11-2

ROAD

CLOSED

(48x30 IN)

ROAD

CLOSED

(ORANGE & BLACK)

(48x48 IN)

W20-3

AHEAD

STA. 12+53.33 (E.O.P.)

STA. 10+00 (B.O.P.)

E C D

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C O

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IDENTIFICATION

SHEET

D A

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A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

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K S

B U

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T R

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US Army Corps a u t o t im e

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D E

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C O

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IDENTIFICATION

SHEET

D A

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A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

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P I

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D of Engineers

US Army Corps a u t o t im e

D E

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UNUSABLE

SHOULDER

SINGLE OR DOUBLE

AS REQUIRED

EDGE OF

SHOULDER

SINGLE OR DOUBLE

AS REQUIRED

T R

A F

T R

A F

USABLE

SHOULDER

MILE

2'-0"

" 4

GENERAL NOTES:

1. DELINEATORS AND TYPE 3 OBJECT MARKER SHALL BE REFLECTIVE SHEETING

ON 0.080" THICK ALUMINUM SHEET OR 14 GAGE GALVANIZED SHEET STEEL.

2. DELINEATOR, TYPE 3 OBJECT MARKER AND DISTANCE REFERENCE SIGN POSTS

SHALL BE GALVANIZED STEEL. THE POSTS ARE TO BE FABRICATED BEFORE THE

METAL IS GALVANIZED.

ROLLED SECTION.

6. GROUND PLATE NOT REQUIRED ON U-SECTION POST.

3. WEIGHT WITHOUT GROUND PLATES:

A. DELINEATOR POST 7' - 0" - 2.0LB/FT TO 2.5 LB/FT

B. TYPE 3 OBJECT MARKER POST 9' - 0" - 2.5 LB/FT TO 3.0 LB/FT.

C. DISTANCE REFERENCE SIGN POST 10' - 0", 11' - 0",

& 12' - 0" - 3.0 LB/FT TO 3.5 LB/FT.

28'-0" OR MORE

BRIDGE END

PAVEMENT

DETAIL OF TYPE 3 OBJECT MARKER

INSTALLATION

DELINEATOR MOUNTING ON INTERCHANGE LOOPS

WITH UNMOUNTABLE CURB ON INSIDE

DETAIL OF DOUBLE WHITE OR

DOUBLE YELLOW DELINEATOR REAR VIEW OF

DELINEATOR ASSEMBLY

DETAIL OF SINGLE WHITE

OR SINGLE YELLOW DELINEATOR

NOTE: DELINEATORS ARE TO BE FASTENED TO U-SECTION

POSTS WITH 14" DIA. HUCK FASTENERS OR CHERRY

RIVETS OF THE COLLAR TYPE OR OTHER APPROVED EQUAL.

DELINEATOR MOUNTING ON OUTSIDE SHOULDER

WITH MOUNTABLE CURB ALONG MAIN FACILITY OR RAMP

DELINEATOR MOUNTING ON OUTSIDE

SHOULDER ALONG MAIN FACILITY OR RAMP

DISTANCE REFERENCE SIGN MOUNTING ON

OUTSIDE SHOULDER ALONG MAIN FACILITY

MOUNTING DETAIL

DETAIL OF TYPE 3 OBJECT MARKER

NOTE: SIGN MOUNTING ON LEFT LANE SHOULDER

SHALL BE 90° OPPOSITE THE RIGHT LANE STATION.

IF CONDITIONS ARE SUCH THAT MILE SIGN CANNOT

BE LOCATED WITHIN 50 FEET OF ITS TRUE LOCATION,

IT SHALL BE OMITTED ENTIRELY.

NOTE: COLORS- BLACK AND YELLOW. STRIPING

SHOWN ABOVE FOR RIGHT SIDE ONLY. STRIPES

SLANT DOWNWARD TO THE RIGHT FOR LEFT SIDE

OF BRIDGE END. SEE DETAIL BELOW.

NOTE: TYPE 3 OBJECT MARKER AND DISTANCE REFERENCE

SIGNS ARE TO BE FASTENED TO U-SECTION POSTS WITH

16" DIA. HUCK FASTENERS OR CHERRY RIVETS OF THE

COLLAR TYPE OR OTHER APPROVED EQUAL.

DELINEATORS, OBJECT MARKERS

OR DISTANCE REFERENCE SIGNS

(D10-1, D10-2, OR D10-3) ARE

MOUNTED TO THIS FACE AS

SHOWN.

DISTANCE REFERENCE SIGN-STANDARD

ROADSIDE SIGN D10-1, D10-2, & D10-3

EDGE OF PAVEMENT

EDGE OF

SHOULDER

T O

T A

L L

E N

G T

2'-0"

SINGLE OR DOUBLE AS

REQUIRED

2'-0"

EDGE OF

SHOULDER

EDGE OF

PAVEMENT

SINGLE OR DOUBLE AS

REQUIRED

USABLE

SHOULDER

EDGE OF

SHOULDER

2'-0"

3.2" 3"

12"

T Y

P E O

B J E

C T M

A R

K E

T A

N C

E R

E F

E R

E N

C E S

H O

C F

O R

E C

O F T

R A

F F

DELINEATOR

POST

DELINEATOR

POST

5"5" 3

8" DIA. HOLES

AS SHOWN

H O

L E

O .C F

O R

REAR VIEW OF

TYPE 3 OBJECT MARKER OR

DISTANCE REFERENCE SIGN ASSEMBLY

8" DIA. HOLES

AS SHOWN

TYPE 3

OBJECT

MARKER

TYPE 3

OBJECT

MARKER

C-503

B ra n d o n M

G ri ff in R

H M

B M

C -5

S ig n L o c a ti o n .d g n

5. RADIUS IN BENDS OF POST CROSS SECTION NOT TO EXCEED 13

32" FOR HOT

N L

O C

A T

**GUARDRAIL NOT REQ'D**

C D

S T

R U

C T

U R

E S S

E C

36'-9"

4'-0"

4""2

#7 BARS @ 8" #7 BARS @ 12" SPACING

#7 BARS @ 8"

2'-0"

4'-0"28'-9"

A R

P A

R U

P S

2'-0"

2'-0" 32'-9" 2'-0"

T Y

1'-0" OF BEDDING STONE

ELASTOMERIC

JOINT SEALER

R 1 2

CENTERLINE OF

HP14x73

2" - PREFORMED EXPANSION

JOINT MATERIAL, SPONGE

RUBBER TYPE

CENTERLINE OF

HP14x73

PILE TIP EL. 97.5

TYP.

CENTERLINE OF

HP14x73

TOP & BOTTOM (T&B)SPACING T&B

SPACING T&B

T O

P A

N D B

O T

T O

T Y

9" BULB TYPE WATERSTOP DETAIL

HALF ELEVATION VIEW

QUARTER PLAN VIEW

SCALE: NTS

J u s ti n L

C a rt e r

J L

C T

A T

S -1

.d g n

E L

A Y

O U

T A

N D W

A T

E R

S T

O P D

E T

S-101

T O

P B

O T

T O

#3 STIRRUPS

@ 31

2" SPACING

TYPICAL EXPANSION JOINT A

NOTES:

1. DOWELS AND WATERSTOPS NOT SHOWN FOR CLARITY

IN THE ELEVATION OR PLAN VIEW

NOTE:

1. REINFORCEMENT AND BEDDING STONE

NOT SHOWN FOR CLARITY.

ELASTOMERIC

JOINT SEALER

2" - PREFORMED EXPANSION

JOINT MATERIAL, SPONGE

RUBBER TYPE

SCALE: NTS

TYPICAL EXPANSION JOINT B

NOTE:

1. REINFORCEMENT NOT SHOWN FOR CLARITY.

T Y

12.5 KIPS/LIN. FT. OF PILE CAP

1.8 KIPS/LIN. FT. OF PILE CAP

12.5 KIPS/LIN. FT. OF PILE CAP

1.8 KIPS/LIN. FT. OF PILE CAP

SLAB REFERENCE POINT

N 1,679,404.31

E 2,129,795.45

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

SHEET

IDENTIFICATION

D A

T E

A P

P R

US Army Corps of Engineers

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

US Army Corps of Engineers

D E

N B

R A

N C

D a v id L

W a ll a c e P .E

W E

E -0

-B -0

W E

E -0

-C -x x x x

P I

E R L

E V

E E

B O

A R C

O U

N T

P I

P U

S H

M A

T A

H A M

A T

N A

R E

A B

G E

M -1

-1

9" BULB TYPE WATERSTOP

CENTERLINE OF JOINT

#9 x 1'-6" @ 12"

SMOOTHER DOWEL

(GREASE ONE END)

9" BULB TYPE WATERSTOP

CENTERLINE OF JOINT

#9 x 1'-6" @ 12"

SMOOTHER DOWEL

(GREASE ONE END)

#9 x 1'-6" @ 12"

SMOOTHER DOWEL

(GREASE ONE END)

SYMMETRIC ABOUT

CENTERLINE OF SLAB

SYMMETRIC ABOUT

CENTERLINE OF SLAB

SYMMETRIC ABOUT

CENTERLINE OF SLAB

TYPICAL EXPANSION JOINT B

C D

S T

R U

C T

U R

E S S

E C

J u s ti n L

C a rt e r

J L

C T

A T

S-801

E X

G S

E B

G E P

T U

R E

S -8

E x is ti n g P ic tu re s .d g n

PILE AND BACKWALL VIEW BRIDGE DECK AND ROADWAY VIEW

SIDE ELEVATION VIEW

NOTE:

1. THE EXISTING BRIDGE IS APPROX. 61'-0" X 12'-0" AND CONSISTS

OF 4 STEEL GIRDERS, A CONCRETE AND STEEL COMPOSITE DECK,

12 TIMBER PILES (INCLUDING THE ABUTMENTS), 2 TIMBER

ABUTMENTS, AND OTHER MISCELLANEOUS ITEMS AS SHOWN IN

THE PICTURES ABOVE.

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

SHEET

IDENTIFICATION

D A

T E

A P

P R

US Army Corps of Engineers

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

US Army Corps of Engineers

D E

N B

R A

N C

D a v id L

W a ll a c e P .E

W E

E -0

-B -0

W E

E -0

-C -x x x x

P I

E R L

E V

E E

B O

A R C

O U

N T

P I

P U

S H

M A

T A

H A M

A T

N A

R E

A B

G E

M -1

-1

EXISTING SITE & BRIDGE PICTURES

G-001cov

G-101_Project Vicinity & Index

G-102 Aerial Models

B-001_Soil Boring Legend

B-101

C-101_ExistingSitePlan

C-102_SiteLayout

C-300_RoadwayTyp

C-301_AlumBoxCulvert Typ

C-302_CreekTyp

C-303_RoadwayXS

C-304_RoadwayXS

C-305_CreekXS

C-306_CreekXS

C-401_CreekPlnPro

C-501_SWPPPTD

C-502_TrafficControlDetails

C-503_SignLocation

S-101

S-801

File details come from the government source that posted it. Updated Nov 14, 2017.