Attachment 1 - Segment3Plans052114.pdf

PDF 10 MB Posted Feb 9, 2023

Attached to: Grand Prairie Pump Station Re-Procurement
Solicitation number: W912EQ23S0003
Issued by: Department of the Army Corps of Engineers Engineering District Memphis

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File	Type	Posted
Sign-In Sheets-Q and A- Site Visit.pdf	PDF	Mar 17, 2023
Projnet Info.pdf	PDF	Mar 17, 2023
GP Sources Sought Questions.pdf	PDF	Mar 17, 2023
Attachment 2 - 001SuperStrucuture Specs and Amendments.pdf	PDF	Feb 9, 2023
Attachment 1 - GPPSsuperstructureplans.pdf	PDF	Feb 9, 2023
Attachment 4 - Identified Remaining and Deficient Features of Work (1).pdf	PDF	Feb 9, 2023
Attachment 3 - Modifications.pdf	PDF	Feb 9, 2023
Attachment 6-Spreadsheet-Assumptions Sources Sought.pdf	PDF	Feb 9, 2023
Attachment 5 - GPPS Market Survey.pdf	PDF	Feb 9, 2023
Attachment 2 - 002Option 1 Segment 3 Technical Specification.pdf	PDF	Feb 9, 2023

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S O

A T

N N

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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

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

M E

M P

T R

M E

M P

E N

N E

S S

E E

O R

T H M

M E

M P

SHEET

J A

N E

T C

B E

R R

Y P .E

Memphis District of Engineers

US Army Corps

F R

O M P

E L

E S

T A

N I T

O S

T A

C H

A R

G E P

E S

P R

O U

N T

A R

K A

N S

A S

G R

A N

D P

R A

E M

O N

S T

R A

N P

R O J E

C T

N D

E X O

F D

R A

G102

W E

Q -1

-B -0

INDEX OF DRAWINGS

TITLE TITLE

GENERAL DRAWINGS

DRAWING NO. DRAWING NO.

MECHANICAL DRAWINGS

LOCATION AND VICINITY MAPS

COVER SHEET

INDEX OF DRAWINGS

G101

G102

G103

G104

GEOTECHNICAL DRAWINGS

B1O1

B102

B103

CIVIL DRAWINGS

S101

S102

S103

S201

S202

S203

S204 SURGE TANK - ACCESS HATCH

PIPE LATERAL TO SURGE TANK - ELEVATION

PIPE LATERAL TO SURGE TANK - THRUST BLOCK

SURGE TANK - REINFORCEMENT AND DETAILS

PIPE LATERAL TO SURGE TANK - ELBOW GEOMETRY

M101

M102

M103

M104

M105

M106

E101

E102

E103

E201

E202

E203

STEEL PIPE FITTINGS AND SPECIALS

MANWAY, PLAN AND DETAILS

CATHODIC PROTECTION DETAILS

FIBER OPTIC CABLE - DETAILS I

FIBER OPTIC CABLE - DETAILS II

STRUCTURAL DRAWINGS

ELECTRICAL DRAWINGS

C201

C202

10’ X 10’ STEEL PRESSURE TEES

ELECTRICAL SITE PLAN

FIBER OPTIC CABLE PLAN

SURGE TANK - ELEVATION AND SECTION

SURGE TANK - BASE SLAB REINFORCEMENTG105

C100

C101

C102

C301

C302

C303

C501

C502

C503

CONTROL TABULATION AND RIGHT-OF-WAY MAP

BORING LEGEND

GENERAL SITE PLAN

PIPELINE PLAN AND PROFILE

SURGE TANKS AND ACCESS ROAD PLAN

SURGE TANKS - SECTIONS

PIPELINE CROSS SECTIONS

PIPELINE SITE LAYOUT

FENCE AND MISCELLANEOUS DETAILS

EROSION CONTROL DETAILS

MECHANICAL PLAN, DISCHARGE PIPE HEADER ##

ELECTRICAL SITE PLAN - PUMP STATION ##

ELECTRICAL SITE PLAN - PARTIAL PLAN ##

## FOR REFERENCE ONLY

BORING LOGS

SURGE TANKS - DETAIL AND SECTIONS

ACCESS ROAD - TYPICAL DETAILS

RIGHT-OF-WAY MAP ##

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

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

M E

M P

T R

M E

M P

E N

N E

S S

E E

O R

T H M

M E

M P

SHEET

J A

N E

T C

B E

R R

Y P .E

Memphis District of Engineers

US Army Corps

F R

O M P

E L

E S

T A

N I T

O S

T A

C H

A R

G E P

E S

P R

O U

N T

A R

K A

N S

A S

G R

A N

D P

R A

E M

O N

S T

R A

N P

R O J E

C T

0 1/4 1/2

PROJECT LOCATION MAP

1/4

WALNUT RIDGE

LITTLE ROCK

ARKANSAS

O K

L A

H O

M A

MISSOURI

LOUISIANA

P I

T E

N N

E S

S E

ARKANSAS RIVER

P I R

E R

I-40

I-

I-20

MEMPHIS

SPRINGDALE

MAGNOLIA

HAMBURG

FORDYCE

PINE BLUFF

STUTTGART

MENA

WEST MEMPHIS

FORT SMITH

DE VALLS BLUFF

LOCATION

PROJECT

MILE 4

1SCALE: 1’’=

N.T.S.

VICINITY MAP

N N

W E

Q -1

-B -0

HIGHWAY 70

W H

E R

PIPE SEGMENT 3 LOCATION

GRAND PRAIRIE DISCHARGE

L O

C A

N A

N D V

Y M

A P

G103

NORTHING EASTING

C-RT 3

C-RT 4

C-RT 5

C-RT 6

P.I. 32+10.31 2087967.39 1476418.70

P.I. 34+53.33 2088120.97 1476230.34

P.I. 36+83.16 2088270.38 1476055.74

P.I. 45+82.37 2088853.11 1475370.91

R/W POINT AZIMUTH

281°47’34"

153°53’12"456.26

700.31

1354.31

310°07’08"

C-LT 7

350.36

(FEET)

DISTANCE

C-RT 3

C-RT 4

C -R

C-RT 6

C-LT 1

C-LT 2

C-LT 3

C-LT 4

C-LT 5

C-LT 6

E X

G R

D W

Y . R /W

AZ. 310°23’36.2"

899.21’

AZ. 310°32’59.0"

229.83’ P .I .3

P .I .1

P .I .3

C-LT 7

217°46’57.7"

CONSTRUCTIO

N R /W

CONSTRUCTIO

N R /W

C O

N S

T R

U C

N R /W

T /1

APP

ROX.

P .L.

A R S

T A T E R

O U T E

JAMES SAUL

45+

T O

P O

F B

A N

A P P

R O

X . P .L

W H

E R

COMMISSION

AND FISH

ARK. GAME

40+00

SAUL

JAMES

P .I .3

AZ. 2

81°

47’ 33.

AZ. 307°47’21.6"

J D

V A

U S

G104

A N

D R

H T -O

F -W

A Y M

A P

C O

N T

R O

L T

A B

U L

A T

F L O

CENTERLINE STA

PIPELINE

BASELINE TO PIPELINE CENTERLINE OFFSETS

25+00

15+17.83

(FEET)

OFFSET

22+00

(MEASURED PERPENDICULARLY FROM BASELINE)

EL: 188.96

E: 1476563.42

N: 2087773.76

TYPE F MONUMENT

"17+30 (200’RT)"

PRIMARY CONTROL POINT

CENTERLINE

PIPELINE

S78 °12 ’3.1

5"E

.05

S78 °12 ’15 .6"E

.01

S78 °12 ’53 .16

"E .01 ’ S78

°12 ’4.3

5"E

.98

S78 °11 ’45 .06

.08

EL: 188.32

E: 1477268.26

N: 2087626.52

TYPE F MONUMENT

"24+50 (200’RT)"

CONTROL POINT

BASELINE

200’RT

NORTHING EASTING

2087554.97 1477610.88

2087514.12 1477806.67

2087473.23 1478002.42

2087432.30 1478198.27

200’RT BASELINE STA.

28+00.06

30+00.07

32+00.04

34+00.12

RIGHT OF BASELINE

CONST R/W

AND OFFSET

STA.

BASELINE

PIPELINE

PIPELINE BASELINE STA.

AZ. 309°11’02.4"

243.02’

PIPELINE BL STA 37+32.33 - 335.24 RT.

PIPELINE BL STA 33+09.75 - 150.99 RT.

PIPELINE BL STA 40+13.27 - 150.00 RT.

PIPELINE BL STA 39+97.32 - 200.00 LT.

R/W POINT AZIMUTH

(FEET)

DISTANCE

RIGHT OF BASELINE

CONST R/W

AND OFFSET

STA.

C-LT 1

C-LT 2

C-LT 3

C-LT 4

C-LT 5

C-LT 6

C-LT 7

283.50 321°34’03"

5°09’33"432.89

258.07 336°15’24"

351°14’08"170.88

212.90 275°16’08"

310°10’47"697.31

200’RT BL STA 20+62.80 - 931.61 LT.

200’RT BL STA 26+03.96 - 699.74 RT.

200’RT BL STA 18+44.91 - 750.24 LT.

200’RT BL STA 17+94.91 - 320.24 LT.

PIPELINE BL STA 33+04.19 - 200.00 LT.

PIPELINE BL STA 39+97.32 - 200.00 LT.

CONSTRUCTION ROW

POINTS C-LT-4 AND C-LT-5

SCALE: N.T.S.

C -L

C-LT 5

.08

85.

08’

’ S78

°12 ’3.1

5"E720 .05

EL: 188.96

E: 1476563.42

N: 2087773.76

TYPE F MONUMENT

"17+30 (200’RT)"

PRIMARY CONTROL POINT

SEE DETAIL A, THIS SHEET

BASELINE

200’RT

STA

200’ RT STA 22+59.75 200

13.73

42.60

PIPELINE BL 33+23.87

PIPELINE BL 40+04.51

200’ RT STA 17+30.00 12+30 200

P I3 .0

P I

30+00

P I

10+

25+

P I

O B

25+

10+

4, THIS SHEET.

R/W. SEE NOTE

CONSTRUCTION

4. PRIOR TO ACCESSING THIS ROW, CONTRACTOR WILL OBTAIN PERMISSION FROM CONTRACTING OFFICER.

3. OFFSETS ARE TAKEN PERPENDICULAR TO THE APPROPRIATE BASELINE.

PIPELINE BASELINE - 32+96.85

PIPELINE CENTERLINE - 14+88.02

2. THE PIPELINE CENTER LINE INTERSECTS THE PIPELINE BASELINE IN THE FOLLOWING LOCATIONS:

1. COORDINATES ARE ARKANSAS STATE PLANE, SOUTH ZONE, NAD 83. ELEVATIONS ARE NGVD 29.

NOTES:

W E

Q -1

-B -0

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

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

M E

M P

T R

M E

M P

E N

N E

S S

E E

O R

T H M

M E

M P

SHEET

J A

N E

T C

B E

R R

Y P .E

Memphis District of Engineers

US Army Corps

F R

O M P

E L

E S

T A

N I T

O S

T A

C H

A R

G E P

E S

P R

O U

N T

A R

K A

N S

A S

G R

A N

D P

R A

E M

O N

S T

R A

N P

R O J E

C T

STA. 1

9+6

STA. 1

0+0

0 STATIO

PIP

ELIN

E C

ENTE

RLIN

E INLET C

HANNEL S

TATIO

NIN

200’ 0 200’ 400’

SCALE 1"=200’

CONSTRUCTION R/W

C-LT#

C-RT#

R/W POINT

LEGEND

C-RT 12

C-RT 13

C-RT 14

C-RT 15

C-RT 16

54+15.73 - 186.77 RT.

56+08.82 - 21.72 RT.

59+96.02 - 113.14 RT.

64+52.11 - 60.85 RT.

66+02.99 - 128.94 RT.

C-LT 8 57+32.16 - 283.09 LT.

AZIMUTH

B45+82.53 DBPS 94(I.P.) =

= P.I. 45+82.37B

BASELIN

C-LT 9

C-LT 18

C-LT 19

C-RT 17

C-RT 18

C-RT 19

C-RT 20

C-RT 21

C-RT 22

70+02.96 - 123.86 RT.

71+01.88 - 42.64 RT.

73+01.86 - 40.37 RT.

74+02.20 - 69.23 RT.

82+78.86 - 0.48 RT.

86+00.57 - 189.31 RT.

C-LT 10

C-LT 11

C-LT 12

C-LT 13

C-LT 14

C-LT 15

C-LT 16

C-LT 17

61+00.61 - 54.70 LT.

63+00.60 - 57.23 LT.

68+97.82 - 279.83 LT.

76+98.15 - 289.16 LT.

78+00.18 - 110.30 LT.

78+64.25 - 244.19 LT.

81+36.04 - 286.10 LT.

81+50.13 - 194.75 LT.

85+75.95 - 257.25 LT.

86+75.19 - 486.66 LT.

94+94.20 - 365.39 LT.

P.I. 60+34.00 2089643.12 1474169.07

P.I. 70+73.77 2089417.25 1473154.13

P.I. 78+61.98 2089245.00 1472384.98

P.I. 84+39.00 2089199.65 1471809.74

P.I. 89+02.47 2089450.04 1471419.73

P.I. 96+82.08 2089239.57 1470669.07

C-LT 10

C-LT 11

C-LT 12

C-LT 13

C-LT 14

C-LT 15

C-LT 16

C-LT 17

C-LT 18

C-LT 19

C-LT 20

C-RT 14

C-RT 15

C-RT 17

C-RT 18

C-RT 19

C-RT 20

C-RT 21

C-RT 22

CONSTRUCTION R/W

C-RT 16

C-LT 8

C-LT

C-RT 13

C-RT 12

C-RT 11

C-RT 10

C-LT 7

C-LT 6

R/W POINT AZIMUTH

C-LT 6

C-LT 7

52+73.54 - 205.05 LT.

54+40.19 - 352.02 LT.

163.25 245°08’21"

C-RT 10

C-RT 11

52+08.72 - 23.10 RT.

52+90.83 - 179.57 RT.

176.70 12°40’28"

300.00 307°47’22"

378.73 326°15’24"

200.00 256°43’34"

637.36 237°00’43"

800.00 256°43’34"

205.92 317°40’19"

164.01 204°17’41"

275.00 256°43’35"

92.44 346°43’35"

558.26 272°58’21"

249.95 236°05’34"

400.00 272°58’21"

175.00 307°47’22"

254.02 253°58’57"

397.84 307°47’22"

516.64 256°43’35"

165.53 281°44’35"

400.00 256°43’35"

128.06 218°03’59"

200.00 256°43’35"

104.40 273°25’34"

872.47 256°43’35"

303.15 320°23’07"

BASELINE STA. NORTHING EASTING

P.I. 45+82.37 2088853.75 1475370.95

P.I. 53+86.61 2089374.60 1474758.15

ELEV.

213.74

214.13

214.78

218.03

218.62

219.96

222.29

220.19

C-LT 5

C-RT 9

C-RT 23

45+09.46 - 54.56 RT.

700.00 307°47’22"

C-RT 9

272°58’21"

97+82.13 - 265.81 RT.C-RT 23

1200.00

307°47’22"

41+74.57 - 155.44 LT.C-LT 5

1100.00

APPROX. P.L.

BASELINE

.5 D

B P S

.7 D

B P S F

B P S

B P

(I P

B P

.7 D

B P S

AND OFFSET

BASELINE STA.

LEFT OF PROPOSED BASELINE

CONSTRUCTION R/W

COMMISSION

AND FISH

ARK, GAME

AZ. 25

7°27

’13.7 "1039

.77

AZ. 302°42’03.0"

463.47’

AZ. 2

54°

20’1 4.4"779

.61’

LEFT OF PROPOSED BASELINE

CONSTRUCTION R/W POINT

RIGHT OF PROPOSED BASELINE

CONSTRUCTION R/W POINT

AZ. 310°21’46.2"

804.24’

AZ. 294°30’16.8"

647.39’

AZ. 276°13’45.7"

2210.35’

POB STA. 0+00

STARTING AT

DISTANCES

USING COORD.

L STATIONING

SURVEYS

FROM ORIGINAL

L STATIONING

SURVEYS

= ORIGINAL

DATA FROM

AZ. 257°22’38.1"

788.20’

AZ. 265°29’31.8"

577.02’

AZ. 271°51’09.3"

420.53’

AND OFFSET

BASELINE STA.

RIGHT OF PROPOSED BASELINE

CONSTRUCTION R/W

AZ. 310°23’36.2"

899.21’

SAUL

JAMES

(FEET)

DISTANCE

(FEET)

DISTANCE

2. AZIMUTHS BASED ON NORTH.

UPON GRID COORDINATES.

AZIMUTH BETWEEN POINTS ARE BASED

R/W POINTS, AND THE DISTANCE AND

1. THE STATIONING AND OFFSETS OF THE

NOTES:

50+00

60+00

70+0

80+00

90+

100+00

P .I .3

P .I .6

P .I .0

P .I .7

P .I .9

P .I .0

P .I .4

P .I .0

COMMISSION

AND FISH

ARK. GAME

THE FIRM OF JOHNSON McADAMS.

FOR THE MEMPHIS DISTRICT IN JUNE 1995 BY

4. ORIGINAL BASELINE SURVEYS ESTABLISHED

SOUTH ZONE, NAD 83. ELEVATIONS ARE NGVD 29

3. COORDINATES ARE ARKANSAS STATE PLANE,

S T A

M A T C

H L

E D

W G G

THE FIRM OF GARVER, INC.

WAS ESTABLISHED IN THE FIELD IN MAY 1999 BY

ARKANSAS GAME AND FISH COMMISSION PROPERTY,

5. THE PIPELINE RIGHT-OF-WAY THROUGH THE

W E

Q -1

-B -0

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

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

M E

M P

T R

M E

M P

E N

N E

S S

E E

O R

T H M

M E

M P

SHEET

J A

N E

T C

B E

R R

Y P .E

Memphis District of Engineers

US Army Corps

F R

O M P

E L

E S

T A

N I T

O S

T A

C H

A R

G E P

E S

P R

O U

N T

A R

K A

N S

A S

G R

A N

D P

R A

E M

O N

S T

R A

N P

R O J E

C T

200’ 0 200’ 400’

SCALE 1"=200’

THIS DRAWING FOR REFERENCE ONLY

PLAN

H T -O

F -W

A Y M

A P

G105

NO SAMPLE

WOOD

HIGHLY ORGANIC SOILS

CLEAN

GRAVEL

(Little or

No Fines)

GRAVEL W/ FINES

(Appreciable

Amount of

Fines)

SAND

CLEAN

SAND W/ FINES

50)

SILTS &

CLAYS

50)

CLAYS

SILTS &

N o s le v e s iz e m a t e r ia l is s m a ll e r t h a n

M o r e t h a n h a lf t h e

G R

E D

S A

N D

M o r e t h a n h a lf o f c o a r s e f r a c t io n is s m a ll e r t h a n o s le v e s iz e s le v e s iz e c o a r s e f r a c t io n is

M o r e t h a n h a lf o f

G R

A V

E L

S la r g e r t h s le v e s iz e

M o r e t h a n h a if f m t e r ia l is

C O

A R

TYPICAL NAMES

BOL

SYM

SYMBOL

LETTER

TYPEMAJOR DIVISION

UNIFIED SOIL CLASSIFICATION

Are liquid and plastic limits, respectively

*When underlined denotes D size in mm

Are natural water contents in percent dry weight

FIGURES TO RIGHT OF BORING

SYMBOLS TO LEFT OF BORING

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

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

NOTES:

PLASTICITY CHART

For classification of fine - grained soils

L L - LIQUID LIMIT

100806040200

L in e

Li ne

CL-ML

COLOR

COLOR SYMBOL

DESCRIPTIVE SYMBOLS

FOR COHESIVE SOILS

CONSISTENCY

SYMBOLCONSISTENCY

UNCONFINED COMPRESSION TEST

COHESION IN LBS. / SQ. FT. FROM

H vSt

So vSo

> 4000

2000 - 4000

1000 - 2000

500 - 1000

250 - 500

< 250

Veg

SIS

O vD

D w/

SISS

SSIS

slf sds sh lg

C rt cc

Tr -

SYMBOL SYMBOL

GENERAL NOTES:

P I

L A

S T

D E

Fines)

Amount of

(Appreciable

No Fines)

(Little or la r g e r t h shear strengths from unconfined compression tests are shown.

examination and is approximate, except within those vertical reaches of the borings where

Consistency of cohesive soils shown on the boring logs is based on driller’s log and visual water will not be encountered at the locations or within the vertical reaches of such borings.

that no ground water data are available from the boring but does not necessarily mean that ground ed in such borings on the dates shown. Absence of water surface data on certian borings indicates

Ground water elevations shown on the boring logs represent ground water surfaces encounter-materials of the region are anticipated and, if encountered, such variations will not be and for respective vertical reaches, local variations characteristic of the subsurface

While the borings are representative of subsurface conditions at their respective location1.

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

Results of these tests are available for inspection in the U.S. Army Engineer District is finer, and 90% coarser than size D

10* The D size of a soil is the grain diameter in millimeters of which 10% of the soil per second of undisturbed sample

Where underlined with a solid line denotes laboratory permeability in centimeters hammer with 30" drop.

standard split spoon sampler (1 3/8" I.D., 2" O.D.) and a 140lb. driving

In parenthesis are driving resistances in blows per foot determined with a

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

WOOD

PEAT, and other highly organic soil

ORGANIC CLAYS of medium to high plasticity, organic silts

FAT CLAY, inorganic clay of high plasticity

SILT, fine sandy or silty soil with high plasticity

ORGANIC SILTS and organic silty clays of low plasticity

LEAN CLAYS; Sandy Clays; Silty Clays; of low to medium plasticity

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

CLAYEY SAND, sand-clay mixtures

SILTY SAND, sand-silt mixtures

SAND, Poorly-Graded, gravelly sands

SAND, Well-Graded, gravelly sands

CLAYEY GRAVEL, gravel-sand-clay mixtures

SILTY GRAVEL, gravel-sand-silt mixtures

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

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

REDDISH

MOTTLED

WHITE

BLUE-GREEN

BLUE

GREEN

GRAYISH-GREEN

GREENISH-GRAY

GRAYISH-BROWN

BROWNISH-GRAY

DARK BROWN

LIGHT BROWN

BROWN

DARK GRAY

LIGHT GRAY

GRAY

BLACK

RED

YELLOW

TAN

STIFF

HARD

VERY STIFF

MEDIUM

SOFT

VERY SOFT

Mot

Bl Gn

Gn gy Gn gn Gr gy Br br Gr dBr lBr

Br dGr lGr

Vegetation

Loose

Crumbly

Oxidized

Wood

Slickensides

Boulders

Gravelly

Sandy

Sand strata or lenses

Silt strata or lenses

Clay strata or lenses

Organic matter

Shell fragments

Sandstone fragments

Shale fragments

Lignite fragments

Rootlets

Concretions

Coarse

Medium

Fine

Traces

Very Dense

Dense

With

Silty Sand strata

Sandy Silt strata

Denotes free water

* *of the above three types of shear tests

Denotes location of sample subjected to consolidation test and each

Denotes location of unconsolidated-undrained triaxial compression test

Denotes location of consolidated-undrained triaxial compression test

Denotes location of consolidated-drained direct shear test

* *Denotes location of consolidation test

Ground-water surface and date observed

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

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

(Liquid Limit

(Liquid limit

MODIFICATION MODIFICATION

MODIFICATIONS MODIFICATIONS

considered as differing materially within the purview of contract clause, "DIFFERING SITE CONDITIONS," of the contract.

The detailed explanation of the unified soil classification system is presented in4.

ASTM D 2487 (1993) classification of soils for engineering purposes (Unified Soil Classification System).

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

B O

G L

E G

E N

B101

W E

Q -1

-B -0

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

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

M E

M P

T R

M E

M P

E N

N E

S S

E E

O R

T H M

M E

M P

SHEET

J A

N E

T C

B E

R R

Y P .E

Memphis District of Engineers

US Army Corps

F R

O M P

E L

E S

T A

N I T

O S

T A

C H

A R

G E P

E S

P R

O U

N T

A R

K A

N S

A S

G R

A N

D P

R A

E M

O N

S T

R A

N P

R O J E

REFER TO DWG. C100

6-EADPU-98

3" SHELBY TUBE& SS

STA. 11+60

11 NOV 98

7-EADPU-98

3" SHELBY TUBE& SS

STA. 13+60

12 NOV 98

171.41 mSt w/o

F w/CS

(29)

F (SP-SM)

(18)

(30)

(22) lGr

TOPSTRATUM

ALLUVIAL

SUBSTRATUM

ALLUVIAL

59 20 26

51 10 21C

Q 23

C 30 15 27

171.22

FOR LOCATIONS OF BORINGS

T&Gr lGr&T

G.S.E.

vSt w/Ox

T&Gr lGr&T

G.S.E.D 1OWPLLL D 1OWPLLL

C vSt

48 17 19 vSt SL w/calcareous raT nodules vSt w/SIS vSt vSt SL

St Gn

82 27 42

64 20 34

E L

E V

A T I

O N

E L

E V

A T I

O N

10 NOV 98

1-EAPSU-98

2087948.7 N 1476961.4 E

SS & 3" SHELBY TUBE

G.S.E. 171.54D 1OWPLLL

vSt w/Ox

F (SP-SM)

F, M

F, C w/G

H w/SS, lg

(37)

(33)

(41)

(48)

(39)

(44)

(41)

(40)

(68)

(60)

T&lGr lGr&T lGr

Gr lGr lGr&T lGr

10 NOV 98

2-EAPSU-98

2087871.3 N 1476822.7 E

SS & 3" SHELBY TUBE

G.S.E. 171.26D 1OWPLLL

vSt w/Ox

St vSt

So w/SS

F w/CS

F,M

F w/lg

F w/CS, lg

H w/SS, lg

( 1)

(37)

(28)

(43)

(49)

(57)

(79)

(42)

(31)

T&Gr lGr&T lGr

302255

352037

B O

G L

O G

B102

W E

Q -1

-B -0

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

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

M E

M P

T R

M E

M P

E N

N E

S S

E E

O R

T H M

M E

M P

SHEET

J A

N E

T C

B E

R R

Y P .E

Memphis District of Engineers

US Army Corps

F R

O M P

E L

E S

T A

N I T

O S

T A

C H

A R

G E P

E S

P R

O U

N T

A R

K A

N S

A S

G R

A N

D P

R A

E M

O N

S T

R A

N P

R O J E

212.60

(16)

22 SEP 98

STA. 18+00.

G.S.E. 210.40D 1OWPLLL

vSt

H w/SIS vSt SL w/CS

(68)

(43)

T&lGr rdT

R&lGr rdT

22 SEP 98

STA. 23+20

G.S.E. 213.50D 1OWPLLL

vSt

H vSt SL

H w/SIS

H SL

(26)

(43)

T&lGr rdT

R&lGr rdT

ZONE 2

ZONE 1

ZONE 3

3" SHELBY TUBE & SS

B8-EADPU-98

B9-EADPU-98

G.S.E.

ZONE 2

ZONE 3

ZONE 1

T&lGr lGr&T

D 1OWPLLL

vSt

H w/SIS vSt SL

22 SEP 98

STA. 28+80

3" SHELBY TUBE & SS

10-EADPU-98

46 21 11

36 20 15

Q rdT

ZONE 2 - MEDIUM DENSE TO VERY DENSE SILTS (ML) AND SILTY SANDS (SM)

ZONE 3 - VERY STIFF TO HARD SLICKENSIDED CLAYS (CH)

ZONE 1 - STIFF TO HARD SILTY CLAYS (CL) AND SLIGHTLY SILTY CLAYS (CH)

LEGEND

= INVERT OF PIPELINE

LOCATIONS OF BORINGS.

REFER TO DWG C101 FOR

B O

G L

O G

B103

W E

Q -1

-B -0

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

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

M E

M P

T R

M E

M P

E N

N E

S S

E E

O R

T H M

M E

M P

SHEET

J A

N E

T C

B E

R R

Y P .E

Memphis District of Engineers

US Army Corps

F R

O M P

E L

E S

T A

N I T

O S

T A

C H

A R

G E P

E S

P R

O U

N T

A R

K A

N S

A S

G R

A N

D P

R A

E M

O N

S T

R A

N P

R O J E

15+

10+

20+00

30+00

25+00

.0 s f in

/6 /2

C100

OFFICER PRIOR TO ACCESSING THIS R/W FOR ANY REASON.

7. CONTRACTOR WILL OBTAIN PERMISSION FROM CONTRACTING

6. SEE SHEETS B102 AND B103 FOR BORING PROFILES.

5. SEE SHEET E201 FOR FIBER OPTIC CABLE PLAN VIEW.

4. SEE SHEET C201 FOR SURGE TANK PLAN VIEW.

3. SEE SHEET G104 FOR ROW COORDINATES AND SUVEY CONTROL.

2. SEE SHEET C101 FOR PIPELINE PLAN AND PROFILE.

1. SEE SHEET C102 FOR ACCESS ROAD PLAN VIEW AND INFO.

NOTES:

W E

Q -1

-B -0

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

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

M E

M P

T R

M E

M P

E N

N E

S S

E E

O R

T H M

M E

M P

SHEET

J A

N E

T C

B E

R R

Y P .E

Memphis District of Engineers

US Army Corps

F R

O M P

E L

E S

T A

N I T

O S

T A

C H

A R

G E P

E S

P R

O U

N T

A R

K A

N S

A S

G R

A N

D P

R A

E M

O N

S T

R A

N P

R O J E

C T

G E

N E

R A

L S

E P

L A

PLAN

100 50 0 100 200

SCALE: 1’’= 100’

JAMES SAUL

170’

P .L

170’ STATIO

STA. 1

9+6

STA. 1

0+0

EQUATIO

AZ 2

81°

47’ 33.

170’

180’

190’

210’

AZ. 307°47’21.6"

F E

N C

P .L

NCE

E L

E S

T A

S O

F N

E W P

E L

FISH COMMISSION

ARK. GAME AND

SUBSTATIO

NELEC.

(FENCE LINE)

APPARENT P.L.

FISH COMMISSION

ARK. GAME AND

STATIO

NPUMPEXIS

TIN

E L

E S

T A . 1

S O

F N

E W P

E L

STATION - STA. 18+80

CATHODIC TEST

L ACCESS ROAD

CONST. R/W

CONST. R

C O

ST. R

C O

N S T. R

ROAD C/L

EXISTING ACCESS

ACCESS ROAD

EXISTING

CENTERLINE

PIPELINE

FENCE

MANWAY

ENTRANCE

-E

A D

P U -9

-E

A P S

U -9

-E

A D

P U -9

-E

A P S

U -9

-E

A D

P U -9

-E

A D

P U -9

-E

A D

P U -9

OTHERS)

CHAMBER (BY

FLOW METER

STA 20+50

AT PIPELINE CENTERLINE

SURGE TANKS CENTER

CONST. R/W FOR SEPERATE CONTRACT. SEE NOTE 7 THIS SHEET.

170’

180’

190’

210’

FISH COMMISSION

ARK. GAME AND

CONST. R/W

PROPERTY LINEP.L.

BASELINE

TREE LINE

C ACCESS ROAD

C PIPELINEL

BORING LOCATION

FILL

CUT

FILL TO ELEVATION

CONST. R/W

PROPOSED PIPELINES

EXISTING GRADE

PROPOSED GRADE

FENCE

STA. 19+60

INV. EL. 195.50

STA. 17+20

INV. EL. 176.45

STA. 15+50

JAMES SAUL

P .L

STA. 1

9+6

STA. 1

0+0

AZ 2

81°

47’ 33.

AZ. 307°47’21.6"

P .L

S O

F N

E W P

E L

FISH COMMISSION

ARK. GAME AND

OTHERS)

CHAMBER (BY

FLOW METER

(FENCE LINE)

APPARENT P.L.

CONSTRUCTION

EXISTING

WORK BY OTHERS

MANWAYS

ENTRANCE

STA. 14+00

CONST. R/W

CONST. R

C O

ST. R

C O

N S T. R

BE FIELD VERIFIED

INV. EL. 176.35 TO

STA. 13+50

CENTERLINE

PIPELINE

S T

E L

C H

A R

G E

INLET C

HANNEL S

TATIO

NIN

PIPES

DISCHARGE

15+

10+

20+00

30+00

25+00

C101

PIPELINE

(GRADING WORK THIS CONTRACT TO STA 12+67)

D S

E P

L A

E L

E P

L A

N A

N D P

R O

STA. 10+00, INV. EL. 176.17

121" O.D. PIPELINE BEGINS

INLET CHANNEL STATIONING

DISCHARGE HEADER BEGINS

W E

Q -1

-B -0

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

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

M E

M P

T R

M E

M P

E N

N E

S S

E E

O R

T H M

M E

M P

SHEET

J A

N E

T C

B E

R R

Y P .E

Memphis District of Engineers

US Army Corps

F R

O M P

E L

E S

T A

N I T

O S

T A

C H

A R

G E P

E S

P R

O U

N T

A R

K A

N S

A S

G R

A N

D P

R A

E M

O N

S T

R A

N P

R O J E

C T

S O

F N

E W P

E L

E S

T A . 1

C H

A R

G E P

E L

STATIO

NPUMPEXIS

TIN

SUBSTATIO

FUTURE E

LEC.

SEE SHEETS C201 AND C202

SURGE TANK EMBANKMENT.

GRADE

EXISTING

189.0

DRAIN TO EL

DEEP SWALE.

4’ WIDE BY 0.5’

STATIO

NIN

GPIP

ELIN

PLAN

PIPELINE LOCATIONS

ENTRANCE MANWAY

REQ’D

PIPELINE LOCATIONSTEST STATION

CATHODIC

STA. 18+80

NOTE: SEE DWGS M105 & M106 FOR DETAILS

STA. 14+00

NOTE: SEE DWG. NO. M104 FOR DETAILS

SHEET C202

TEES SEE

2 - 10’x10’

L NEW ACCESS ROAD

COVERAGE OVER PIPE TO BE A MINIMUM OF 4’.4.

SEE C102 FOR ACCESS ROAD PLAN VIEW.3.

SEE DWG. C501 FOR TYPICAL ACCESS RD. DETAILS.2.

SECTIONS.

SEE DWG. NOS. C301 & C302 FOR TYPICAL PIPELINE1.

NOTES:

EL 208.0

STA 16+82

100 50 0 100 200

SCALE: 1’’= 100’

STATION ALONG PIPELINE

NOT STEEPER THAN 10%

WITH SMOOTH TRANSISTION

TIE INTO EXISTING GRADE

MANWAYS (2)

ENTRANCE

ROAD C/L

EXISTING ACCESS

COVER LINE

MINIMUM 4’

COVER LINE

MINIMUM 4’

EXISTING GRADE

DIA. PIPES (2)

EXISTING 10FT

IF ADJACENT PIPE NOT YET PLACED.

PROVIDE WELDED END CAPS (2)

ROAD. TOP OF SWALE EL 190.75

WIDE BY 0.5’ DEEP SWALE AT EDGE OF

STA 12+67.84: BEGIN GRADING WORK, 4’

18+90

16+00 14+50

13+50

C301

C301C302

C302

LEGEND

EL 193.0

STA 14+50

EL 193.0

STA 13+17

EL 193.0

STA 14+91

240240

E L

E V

A T I

O N

E L

E V

A T I

O N

11+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+00 10+00

PROFILE

(NOT IN THIS CONTRACT)

FLOW METER CHAMBER

SCALE: H: 1" = 100’

V: 1" = 20’

0.05%

PIPES TO PROPOSED PIPES.

BEFORE SPLICING EXISTING

REMOVE WELDED END CAPS (2)

BE FIELD VERIFIED.

INV. EL 196.31. TO

0.17%

11.21%

DIA. PIPE (2)

EXISTING 10 FT.

0.15%

100ft

7.88%

F E

N C

NCE

CONST. R/W

E L

E C

E N

T E

R L

E S

T A

A C

C E S S R

O A

D L

O N

T R

A C

R1 P.I.

CENTERLINE

ACCESS ROAD

R466.06 FT

AZ. 262°47’23.2"

65.21 FT

AZ. 307°47’25.3"

166.36 FT

AZ. 352°44’32.2"

226.89 FT

AZ. 307°47’21.6"

154.20 FT

AZ. 281°47’33.9"

25’ RADIUS

SEE NOTE 4, THIS SHEET.

16’ WIDE ACCESS ROAD.

STEEPER THAN 1V:20H.

TRANSITION NOT

WITH SMOOTH

ACCESS ROAD ELEVATION

TIE INTO EXISTING

NOT STEEPER THAN 1V:20H.

ELEVATION WITH SMOOTH TRANSITION

TIE INTO EXISTING ACCESS ROAD

AT PIPELINE CENTERLINE STA 12+63.44.

BEGIN ACCESS ROAD CONSTRUCTION

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

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

M E

M P

T R

M E

M P

E N

N E

S S

E E

O R

T H M

M E

M P

SHEET

J A

N E

T C

B E

R R

Y P .E

Memphis District of Engineers

US Army Corps

F R

O M P

E L

E S

T A

N I T

O S

T A

C H

A R

G E P

E S

P R

O U

N T

A R

K A

N S

A S

G R

A N

D P

R A

E M

O N

S T

R A

N P

R O J E

C T

S U

R G

E T

A N

K S A

N D A

C C

E S

S R

O A

D P

L A

DETAIL A

N.T.S.

ACCESS ROAD: RADIUS R1

CENTERLINE TO R1 P.I.

OFFSET FROM PROJECT

° STA 15+17.83

9.46FT

STA 20+50

CENTERLINE,

SURGE TANK

SEE SHEET C501 FOR ACCESS ROAD DETAIL

NOTE:

J D

PIPELINE CENTERLINE

12" CMP

PIPELINE CENTERLINE

EXISTING ROAD

C102

PLANS AND SPECIFICATIONS.

CLOSE-OUT TO ENSURE COMPLIANCE WITH CONTRACT

PROJECT AND WILL BE INSPECTED PRIOR TO CONTRACT

5. THE ACCESS ROAD IS A FEATURE OF THE COMPLETED

ROAD THROUGHOUT THE SITE.

SITE AFTER GRADING WILL DICTATE THE ELEVATIONS OF THE

ACCORDING THE DETAILS SHOWN ON C501. ELEVATIONS OF

4. ACCESS ROAD IS TO BE CONSTRUCTED ON GRADE AND

3. SEE SHEET C301 FOR SECTION VIEWS.

ELEVATION VIEWS.

2. SEE SHEET C202 FOR SURGE TANK

AND PROFILE.

1. SEE SHEET C201 FOR SURGE TANK PLAN

NOTES:

15+00

16+00

P E R

M A

N E

N T R /W

13+00

20+00

22+00

18+00

AZ. 307°47’21.6"

120’0 60’

SCALE:1"=60’

P .L

15+00

C102

W E

Q -1

-B -0

.0 f t in

D E

T A

N D S

E C

S U

R G

E T

A N

P E T

O D

R A

O W

A R

D S C

E R T

S L

O P

E T

O D

R A

O W

A R

D S C

U L

V E

R T

R O

A D

A W

A Y F

P E T

O D

12" CMP

BEDDING

12" PIPE 1FT

2FT MIN COVER

60ft ft

PIPE JOINT DOWNSTREAM OF STA 21+00

UPSTREAM OF STA 20+00 AND TO THE FIRST

COMPACTED TO THE FIRST PIPE JOINT

PIPE BEDDING WITHIN PIPELINE TRENCH TO BE

T M

NOTES 5 AND 6, THIS SHEET

STA 19+01. SEE DETAIL 3 AND

60FT FROM PIPELINE CENTERLINE

12" CMP. CENTER OF PIPE OFFSET

EMBANKMENT

1V:3H COMPACTED

AGGREGATE

1V:3H COMPACTED

AGGREGATE

1V:3H COMPACTED

A C C E S S R

O A D

5% ft ft

C M

C201

DETAIL

A R

10’

R P

W A

T Y

16’-0"

SCALE: 1"=10’2

(TYPICAL AT OTHER VACUUM VALVE)

10’

5’3’

C202

C PIPELINE

STA. 18+78

C201

C TANKL

C THRUST BLOCKL

W A R P

27’-1" TYP

W A R P

A C C E S S R

O A D

C201

COMPACTED EMBANKMENT

60’

TYP.

AREA TO BE SEEDED & FERTILIZED

SCALE: 1"=10’

(TYP. OTHER SIDE)

SECTION

85’

10’

NAT. GR. EL. 212.5|

60’

9.5’

(TYP.)

10’

10’ I.D.

DETAIL

24"

(TYP. OTHER SIDE)

SECTION

COMPACTED EMBANKMENT

AREA TO BE SEEDED & FERTILIZED

SCALE: 1"=10’

RAMP

E R

A M

R A

D E

16’

DETAILS. (TYP. OTHER SIDE)

DETAIL 2 THIS DWG. FOR FENCING

DWG. C202 FOR DETAILS, SEE

VACUUM VALVE, SEE SECTION A,

C202

C 10’ DIA. PIPE

CLARITY)

SHOWN FOR

PLATES NOT

(STIFFENER

10’x10’ TEE

I.D. PIPE

10’ x 10’

LOCK AND 2 KEYS

SWING GATE WITH

10’ WIDE DOUBLE-

TYP.

8’-6"

FENCE

8’ CHAIN-LINK

PIPE

84" I.D.

MATERIAL

BEDDING

VALVE

VACUUM

AGGREGATE

8" COMPACTED

105’

2 KEYS

GATE WITH LOCK AND

C 20’ DOUBLE SWING

115’

WITH ANTI-CLIMB

8’ CHAIN LINK FENCE

SIDE FOR DETAILS

REFER TO OTHER

(TYP.)

4" TOPSOIL

T Y

V :3

C O

N C R E T E T

A N

STA. 20+50

C PIPELINE

SCALE: 1"=20’

PIPE

84" DIA. STEEL

GROUND

NATURAL

VARIES

ELEVATION

ORIFICE PLATE

SQUARE EDGE

SYMMETRICAL

GROUND

NATURAL

AGGREGATE

8" COMPACTED

(NOT SHOWN)

VACUUM VALVE

AGGREGATE

8" COMPACTED

FENCE W/ ANTI-CLIMB

8’ CHAIN LINK

(TYP.)

4" TOPSOIL

V :3

1V:

(TYP.)

(TYP)

1V:1H

M106

TEST STATION FOR DETAILS, SEE DWG.

STA. 18+80 REFERENCE CATHODIC

TOP OF ROAD EL. 226.0 STEEL PIPE

10’ I.D. x 10’

1V:3H

1V:

(TYP.)

SECTION

(2 REQ’D)

BLOCKS

THRUST

CONCRETE

SCALE: N.T.S.

C201

DETAIL SCALE: N.T.S.

C201

FENCE

8’ CHAIN LINK

40’10’

SCALE:1"=20’

0 20’

EMBANKMENT

1V:3H COMPACTED

EMBANKMENT

COMPACTED

AGGREGATE

8" COMPACTED

DETAILS.

7. SEE SHEET E201 FOR FIBER OPTIC CABLE LOCATION AND

SHEET FLOW ONLY, AVOID CONCENTRATED FLOW.

THAN 80 FT. GROUND SHALL BE GRADED TO ALLOW FOR

SHALL BE SLOPED AWAY FROM ROAD AT 1% FOR NO LESS

6. GROUND IMMEDIATELY DOWNSTREAM OF PIPE OUTLET

FOR PIPE DIMENSIONS.

EXTEND 2 FT BEYOND GRAVEL. SEE DETAIL 3, THIS SHEET,

INLET AND OUTLET. INLET AND OUTLET OF PIPE SHALL

SHALL BE SLOPED TO PROVIDE 1% FALL BETWEEN THE

ON-SITE CONDITIONS AT TIME OF CONSTRUCTION. PIPE

5. 12" CMP INVERT ELEVATIONS SHALL BE DETERMINED BY

FLOW.

DETAIL 1, THIS SHEET, FOR DIRECTION OF SURFACE WATER

SLOPE OF 1%. REFER TO SLOPE ARROWS AND NOTES ON

THE ACCESS ROAD. GRADED GROUND SHALL HAVE A

IMPOUNDED BETWEEN THE SURGE TANK EMBANKMENT AND

4. GROUND SHALL BE GRADED SO THAT NO WATER CAN BE

3. SEE SHEET C502 FOR FENCE DETAILS.

DATA. SEE SHEET C501 FOR ACCESS ROAD DETAIL.

2. REFER TO SHEET C102 FOR ACCESS ROAD CENTERLINE

BACKFILL SECTIONS.

1. SECTIONS D AND E ARE STRUCTURAL EXCAVATION

NOTES:

W E

Q -1

-B -0

GEOTEXTILE

TANK CENTERLINE

AND DOWNSTREAM OF SURGE

COMPACTED 20FT UPSTREAM

SURGE TANKS WILL BE

THE EXCAVATION BETWEEN THE

PIPE BEDDING INSTALLED WITHIN

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

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

M E

M P

T R

M E

M P

E N

N E

S S

E E

O R

T H M

M E

M P

SHEET

J A

N E

T C

B E

R R

Y P .E

Memphis District of Engineers

US Army Corps

F R

O M P

E L

E S

T A

N I T

O S

T A

C H

A R

G E P

E S

P R

O U

N T

A R

K A

N S

A S

G R

A N

D P

R A

E M

O N

S T

R A

N P

R O J E

R G

E T

A N

K S S

E C

N S

.0 f t in

C202

10’

SCALE: 1"= 10’

20’0

INV. EL. 212.5

10’ I.D. PIPE

STEEL PIPE SHOWN

EL. 212.5|

NATURAL GROUND

INV. EL. 216.25

30" DIA. ORIFICE

C201

AND S103.

SEE DWGS. S101

NOT SHOWN

STEEL PILES

W/ANTI CLIMB

8’ CHAIN LINK FENCE

PLATE

ORIFICE

HATCH

ACCESS

EMBANKMENT

COMPACTED

BASE SLAB

CONCRETE

NOT SHOWN

STIFFENER PLATES

AGGREGATE EL. 226.0

TOP OF 8" COMPACTED

PIPE

84" DIA.

C202

FOR LOCATION OF PIPE.

OF MATERIALS, SEE DWG. S201

SEE NOTE 4 FOR SCHEDULE

C201

L BLOCK

C THRUST

LC PIPE (10’ DIA.)

INV. EL. 214.0

84" DIA. PIPE

FOR PIPE COUPLINGS)

(SEE DWG. S101

LOCATION & DETAILS.

SEE DWG. S201 FOR

INV. EL. 260.0

12" DIA. OVERFLOW PIPE

GROUND

NATURAL

EMBANKMENT

COMPACTED

EL. 226.0

EL. 222.3

SHEET.

SEE NOTE 7, THIS

SEE NOTE 7, THIS SHEET.

GRADE

EXCAVATION

EL. 222.3

SHEET.

SEE NOTE 7, THIS

EMBANKMENT

COMPACTED

1V :1 .5

1V:1.5H

SEE NOTE 7, THIS SHEET.

196.06

INV. EL.

PSI) CONCRETE

LEAN (2000

FILL WITH

SEE NOTE 5

VALVE (24")

AIR/VACUUM

TANK

SURGE

NOT SHOWN)

(STEEL PILINGS

THRUST BLOCK

19’-0"

1V :1 .5

EL 222.3

SEE NOTE 7, THIS SHEET.

1V :1 .5

MATERIAL.

EQUAL COMPRESSIBLE

ASTM C578 OR APPROVED

HIGH LOAD 60 STYROFOAM

TYP

SCALE: 1"=10’

E STRUCTURAL EXCAVATION & BACKFILL SECTION

STRUCTURAL EXCAVATION & BACKFILL SECTION

TOP EL. 262.0

CONCRETE TANK

(4 REQUIRED)

EDGE OF SLAB

35’-0" I. D.

NTS

SCALE: 1"=10’

11’

REFERENCE BOLT DETAIL

8’-6" 10’-0"

35’-0" I.D.

INV. EL. 196.06

MAX. W.S. E.L. 259.2

C TANK

EL. 214.0

SCALE: 1"=10’

L L

SECTION

85’-0"

"8 518’-1

1 O N

2’ TYP.

EL. 191.0

2’ TYP.

EL. 196.006’-0"

16’-0"

5’-0" SLAB

6’-0"

TYP

CL SYMMETRICAL ABOUT C

ELBOW (45°)

18’-7"

C PIPELINE

2" 3’-0"

TEE (45°)

SCALE: 1"=10’

SECTION

5’-0"

5’

EL. 196.00

16’-0"

EL. 226.0

20’ 20’

EL. 212.5 +/-

NATURAL GROUND

’3

1V :1 .5

SEE NOTE 7, THIS SHEET.

FROM BEING UNDERMINED.

BEGINS TO PREVENT THE SURGE TANK FOUNDATION

BEFORE THE ADJACENT SURGE TANK CONSTRUCTION

8. EACH THRUST BLOCK SHALL BE CONSTRUCTED

BEDDING TO EL 222.30FT

AND C202, FILL EXCAVATION WITH COMPACTED PIPE

ACCORDING TO THE DETAILS AND CALLOUTS ON C201

7. IN THE VICINITY OF THE SURGE TANKS AND

VACUUM VALVE.

6. REFER TO DWG. C502 FOR FENCING DETAILS AT

(960 WATTS TOTAL).

AND ALUMINUM JACKET FOR EACH VALVE

REGULATING HEAT TAPE WITH 1" INSULATION

PROVIDE 160 LF OF 3 WATTS/FT SELF-

5. HEAT TAPE AND INSULATE EACH VALVE.

HANDWHEEL, OR APPROVED EQUAL.

ENDS, NRS, ONE BLIND FLANGE, REMOVAL

CLOW GATE VALVE F-5070 (6" DIA.) FLANGED

FLANGED CAST IRON PIPE (6" DIA.x2’-0").

4. SCHEDULE OF MATERIALS:

DETAILS.

3. REFER TO DWG. C301 AND C302 FOR PIPE BEDDING

OF SURGE TANK.

2. REFER TO DWG. S201 FOR STRUCTURAL DETAILS

THRUST BLOCK.

OF ORIFICE PLATE, PIPES,ELBOW AND CONCRETE

1. REFER TO DWG. S101 FOR STRUCTURAL DETAILS

NOTES:

Q -1

-B -0

FOR DETAILS

REFER TO DWG. C502

REFERENCE BOLT

FOR DETAILS

REFER TO DWG. C502

IN SLAB REFERENCE BOLT

FOR DETAILS

REFER TO DWG. C502

IN TANK REFERENCE BOLT

FOR DETAILS

REFER TO DWG. C502

IN TANK REFERENCE BOLT

FOR DETAILS

REFER TO DWG. C502

IN TANK REFERENCE BOLT

SEE DWG. C302 FOR TYP SECTION

ADJACENT TO THRUST BLOCK

PIPELINE EXCAVATION SECTION

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

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

M E

M P

T R

M E

M P

E N

N E

S S

E E

O R

T H M

M E

M P

SHEET

J A

N E

T C

B E

R R

Y P .E

Memphis District of Engineers

US Army Corps

F R

O M P

E L

E S

T A

N I T

O S

T A

C H

A R

G E P

E S

P R

O U

N T

A R

K A

N S

A S

G R

A N

D P

R A

E M

O N

S T

R A

N P

R O J E

SLOPE TO DRAIN

PIPE INVERT EL 176.35 FT

PIPE INVERT EL 176.40 FT

SLOPE TO DRAIN

J D

V A

U S

10’

SCALE: 1"= 10’

20’0

C301

COVER GRADE LINE WILL BE COMPACTED EMBANKMENT.

3. ALL EMBANKMENT PLACED BELOW AND UP TO THE MINIMUM

2. SEE SHEET E201 FOR FIBER OPTIC CABLE PLAN VIEW.

1. "0" CORRESPONDS TO PIPELINE CENTERLINE.

NOTES:

L E

E C

R O

S S S

E C

N S

W E

Q -1

-B -0

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

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

M E

M P

T R

M E

M P

E N

N E

S S

E E

O R

T H M

M E

M P

SHEET

J A

N E

T C

B E

R R

Y P .E

Memphis District of Engineers

US Army Corps

F R

O M P

E L

E S

T A

N I T

O S

T A

C H

A R

G E P

E S

P R

O U

N T

A R

K A

N S

A S

G R

A N

D P

R A

E M

O N

S T

R A

N P

R O J E

C T

10 FT I.D. STEEL PIPES

40.00ft

32.00ft

17.00ft

1V :1 .5

1V:1.5H

GRADE

EXCAVATION

GRADE

EXISTING

C501.

SEE DETAIL SHEET

16 FT ACCESS ROAD.

1V:1.5H

17.00ft

32.00ft

1V :1 .5

GRADE

EXCAVATION

10 FT I.D. STEEL PIPES

C501.

SEE DETAIL SHEET

16 FT ACCESS ROAD.

40.00ft

GRADE

EXISTING

.0 ft

2.50ft

EMBANKMENT

COMPACTED

EMBANKMENT

COMPACTED

24 IN PIPE BEDDING

NOTE: MINIMUM 4 FOOT COVER OVER TOP OF PIPES

EL 193.0

DESIGN GRADE

55.00ft

FROM ROAD

SLOPE TO DRAIN AWAY

7.00ft

1V:4 H

1V:4H

EL 193.0

DESIGN GRADE

55.00ft7.00ft

1V:4 H

1V:4H

E L E

V A

0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110

13+50

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

14+50

E L E

V A

E L E

V A

E L E

V A

PIPE INVERT EL 195.97 FT

PIPE INVERT EL 182.05FT

SLOPE TO DRAIN

10’

SCALE: 1"= 10’

20’0

J D

V A

U S

E L

E C

R O

S S S

E C

N S

C302

EMBANKMENT.

GRADE LINE OR THE DESIGN GRADE LINE WILL BE COMPACTED

4. ALL EMBANKMENT PLACED BELOW AND UP TO THE MINIMUM COVER

(APPROX. PIPELINE CENTERLINE STA 19+00 TO 21+00).

PIPING, EXCAVATION AND EMBANKMENT IN VICINITY OF SURGE TANKS

3. SEE SHEETS C201 AND C202 FOR SECTIONS AND DETAILS SHOWING

2. SEE SHEET E201 FOR FIBER OPTIC CABLE PLAN VIEW.

1. "0" CORRESPONDS TO PIPELINE CENTERLINE.

NOTES:

W E

Q -1

-B -0

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

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

M E

M P

T R

M E

M P

E N

N E

S S

E E

O R

T H M

M E

M P

SHEET

J A

N E

T C

B E

R R

Y P .E

Memphis District of Engineers

US Army Corps

F R

O M P

E L

E S

T A

N I T

O S

T A

C H

A R

G E P

E S

P R

O U

N T

A R

K A

N S

A S

G R

A N

D P

R A

E M

O N

S T

R A

N P

R O J E

C T

10 FT I.D. STEEL PIPES

32.00ft

17.00ft

1V :1 .5

H 1V:1.5H

GRADE

EXCAVATION GRADE

EXISTING

1V:1.5H

1V :1 .5

GRADE

EXCAVATION

1V:6 H

1V:6H

GRADE

EXISTING

2.50FT

32.00FT

17.00FT

40.00FT

EL 201.55 FT

DESIGN GRADE:

GRADE, 209.97 FT

MINIMUM COVER

50.00FT

EMBANKMENT

COMPACTED

EMBANKMENT

COMPACTED

PIPES

10 FT I.D. STEEL

2.50FT

24 IN PIPE BEDDING

50.00ft

VARIES

1V:6 H

DETAIL SHEET C501.

16 FT ACCESS ROAD. SEE

DETAIL SHEET C102.

(SKEWED VIEW). SEE

16 FT ACCESS ROAD

0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80

16+00

E L E

V A

E L E

V A

E L E

V A

0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80

18+90

E L E

V A

57FT50FT

8FT MIN

1V:

1V :1 .5

H 1V:1.5H

1V:3H

TEMPORARY STOCKPILE

NATURAL GROUND

C PIPELINEL

WORK AREA

ACCESS &

AREA

STOCKPILE

STORAGE/

C O

N S

R /W

C O

N S

R /W

32FT PIPE BEDDING AREA

E L

E S

E L

A Y

O U

VARIES

14FT MAX

T M

A X

104 FT MAX

25FT MIN

86FT MAX

77FT MIN

VARIES

T M

A X

T M

V A

VARIES

N.T.S.

C303

PIPELINE CONSTRUCTION SITE LAYOUT

W E

Q -1

-B -0

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

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

M E

M P

T R

M E

M P

E N

N E

S S

E E

O R

T H M

M E

M P

SHEET

J A

N E

T C

B E

R R

Y P .E

Memphis District of Engineers

US Army Corps

F R

O M P

E L

E S

T A

N I T

O S

T A

C H

A R

G E P

E S

P R

O U

N T

A R

K A

N S

A S

G R

A N

D P

R A

E M

O N

S T

R A

N P

R O J E

16’

8’ 8’

AGGREGATE SURFACE

LOCATION

NOTE 2

LOCATION

NOTE 2

PIPELINE STATION

FIBER OPTIC CABLE

PIPELINE STATION

5’

C PIPELINE

C ACCESS RD.

C PIPELINEC PIPELINE

C 10’ 0 PIPE L

’C L

PIPELINE STATION

’ I .D

8.5’ 8.5’

TYP

5’

TYP

5’

A C

C E

S S R

O A

G G

8’x8’ TYP.

CONCRETE SLAB

WIRES & TRENCH

CATHODIC HEADER

WIRES & TRENCH

CATHODIC HEADER

TRENCH

HEADER

C 10’ 0 PIPE

6’ I.D. TYP.

MANWAYS

C 10’ 0 PIPE

10 5 0 10 20FT

SCALE: 1’’= 10’

4’ MIN. COVER

2% 2%

ON GEOTEXTILE

8" COMPACTED AGGREGATE

ACCESS ROAD

STA. 13+50 TO 22+00

ACCESS ROAD

TYPICAL DETAIL

FINAL GROUND ELEVATION

ELEVATION

FINAL GROUND

DWG. M104.

BOLLARDS, SEE

OF PROTECTIVE

FOR LOCATION

NOTE:

FOR DETAILS)

TO DWG. M106

STATION (REFER

CATHODIC TEST

ACCESS ROAD TO SURGE TANKS

C FIBER OPTIC CABLE

WIRE TRENCH DETAIL.

3. SEE DWG. M105 FOR HEADER

THIS DWG.

ROADWAY. SEE TYP. SECTION

DRAINAGE AWAY FROM THE

GRADED TO PROVIDE POSITIVE

2. ROADWAY SHALL BE

AND BACKFILL DETAILS.

FOR PIPELINE EXCAVATION

1. REFER TO DWG. C301 AND C302

NOTES:

A C

C E

S S R

O A

D T

Y P

A L D

E T

18+40

22+50*

25+00*

35+50*

66+00*

71+70*

72+00*

*FOR REFERENCE ONLY

14+00 ROAD ON NORTH SIDE

24+00 ROAD ON NORTH SIDE*

34+00 ROAD ON SOUTH SIDE*

44+00 ROAD ON SOUTH SIDE*

54+00 ROAD ON SOUTH SIDE*

*FOR REFERENCE ONLY

18+80 ROAD ON SOUTH SIDE

26+73 ROAD ON NORTH SIDE*

36+18 ROAD ON SOUTH SIDE*

45+64 ROAD ON SOUTH SIDE*

55+09 ROAD ON SOUTH SIDE*

*FOR REFERENCE ONLY

TO DRAIN AWAY FROM MANWAYS.

TO MANHOLES SHALL BE SLOPED

3. AGGREGATE ACCESS ROADS

ACCESS ROAD STA. 13+50 TO 22+00.

SHALL MATCH THE TYPICAL DETAIL

MANWAYS AND SURGE TANKS

2. AGGREGATE ACCESS TO THE

PROFILE SHEETS.

SHOWN ON THE PLAN AND

FOLLOWED AT ALL LOCATIONS

1. THESE DETAILS SHALL BE

NOTES:

STATION 18+40

ACCESS ROAD/PIPELINE CROSSING

TYPICAL DETAIL

STATION 14+00

ACCESS ROAD AT MANWAYS

TYPICAL DETAIL

STATION 18+80

DETAIL AT CATHODIC TEST STATION

VARIES

C501

CENTERLINE STATIONING.

ARE BASED ON PIPELINE

6. ACCESS ROAD SECTION STATIONS

OF FIBER OPTIC CABLE.

5. REFER TO DWGS. E201-E203 FOR DETAILS

EXCAVATION AND BACKFILL DETAILS.

4. REFER TO DWG. C301 AND C302 FOR PIPELINE

REQUIRED ABOVE THE DISCHARGE PIPES.

3. A MINIMUM OF 4 FEET OF COVER WILL BE

LIMITS OF THE PROJECT.

ON EACH SIDE OF THE ROAD FOR THE

BE CROWNED WITH POSITIVE DRAINAGE

ABOVE THE DISCHARGE PIPES. THE ROAD SHALL

HIGHER THAN THE FINAL GROUND ELEVATION

ROAD SHALL BE A MINIMUM OF 6 INCHES

2. CENTERLINE GRADE OF THE ACCESS

FOR LOCATION OF ROAD.

1. REFER TO DWG. C102

NOTES:

W E

Q -1

-B -0

SURFACE COURSE

8" COMPACTED AGGREGATE

OF AGGR. SURFACING.

SUBBASE BEFORE PLACEMENT

STRIP TOPSOIL AND COMPACT

AGGREGATE

GEOTEXTILE BENEATH

S O

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D B

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C A

L E

P L

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A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

M E

M P

T R

M E

M P

E N

N E

S S

E E

O R

T H M

M E

M P

SHEET

J A

N E

T C

B E

R R

Y P .E

Memphis District of Engineers

US Army Corps

F R

O M P

E L

E S

T A

N I T

O S

T A

C H

A R

G E P

E S

P R

O U

N T

A R

K A

N S

A S

G R

A N

D P

R A

E M

O N

S T

R A

N P

R O J E

C T

SLOPE TO DRAIN

(SLOPE VARIES)

SLOPE TO DRAIN

(SLOPE VARIES)

X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X

C E

L L

A N

E O

U S D

E T

F E

N C

E A

N D

.0 f t in

/6 /2

XX XXXX XX

" DIA. TRUSS RODS 8

" 6

9" DIA.

GALV. 12 ,13 , OR 15 GA. (BARBS SPACED 5" ON CTRS.)

NOT LESS THAN #12 GA.

FABRIC TIES @ 12" CTRS.

2" DIAMOND

FABRIC #9 GA

N.T.S.

BY THE CONTRACTING OFFICER

MARKER DESIGNATION SPECIFIED

TO BE STAMPED WITH REFERENCE

" BRONZE PLATE 4

1" x 2

1" x 22

" DIA. X 3"2

1BOLTS

ROUND HEAD NAVAL BRONZE

N.T.S.CHAIN LINK FENCE DETAILS

TO BE CENTER PUNCHED

LEVEL REFERENCE BOLTS

DETAIL OF LINE POST FOOTING

POST)

1’ DIA. (CORNER

9" MIN.

C202

GRADE LINE.

SHALL BE CROWNED 1.25" ABOVE

NOTE: ALL CONCRETE FOOTINGS

LINE

GRADE

XX XXX

TOP & BRACE RAIL

GATE (WIDTH AS SHOWN)

N.T.S.CHAIN LINK FENCE GATE

(NTS)

NOTE: 6’ GATE IS A SINGLE SWING CHAIN LINK

XX XX

/1 22

BARBED WIRE 4 PT. HEAVY DOUBLE WRAPPED HEAVILY

SLOPE TO DRAIN

POST

V A

CONCRETE

XX XXXX XX

1’-6"

9" DIA.

" DIA. TRUSS RODS WITH8

1’ DIA.

#9 GA. DIAMOND MESH

10’ MAX.

GATE HINGE

TYP. BOTTOM

MESH (BARBED

CHAIN LINK

TURNBUCKLES

TYP. CATCH BLOCK

TYPICAL PLUNGER ROD

WITH TURNBUCKLES

BOTTOM)

FINISH TOP &

C502

W E

Q -1

-B -0

SLAB REFERENCE BOLT DETAIL

WITH CHAIN AND LOCKS.

NOTE: ALL GATES WILL BE PROVIDED

N.T.S.

C202

IN TANK REFERENCE BOLT DETAIL

6 in

2 in

.7 i n

SURGE TANK WALL

FINISHED GRADE

i n

RESIN

WITH HIGH STRENGTH, WEATHER PROOF EPOXY

PERMANENTLY ANCHORED TO SURGE TANK WALL

0.75 in DIA STAINLESS STEEL HEX HEAD BOLT

S O

A T

N N

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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

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

M E

M P

T R

M E

M P

E N

N E

S S

E E

O R

T H M

M E

M P

SHEET

J A

N E

T C

B E

R R

Y P .E

Memphis District of Engineers

US Army Corps

F R

O M P

E L

E S

T A

N I T

O S

T A

C H

A R

G E P

E S

P R

O U

N T

A R

K A

N S

A S

G R

A N

D P

R A

E M

O N

S T

R A

N P

R O J E

O S

N C

O N

T R

O L D

E T

N .T .S

/6 /2

6’ MAX.

RUNOFF

GROUND LINE

SILT FENCE DETAIL

POST

34" Max

16" Min

NOT TO SCALE

FABRIC

FILTER

BACKFILL

EARTH

SECTION A-A

SECTION B-B

V-TYPE DITCH

TOP BANK

TYPE DITCH

FLAT BOTTOM

TOP BANK

NOT TO SCALE

EROSION CONTROL BERM LAYOUT

FLOW

NATURAL GROUND

PIPELINE

C/L

APPROX.

R200 RIPRAP

CONSTRUCTION R/W CONSTRUCTION R/W

VARIES

BUT SHALL BE SUFFICIENT TO PREVENT SEDIMENT FROM LEAVING SITE.

THICKNESS AND HEIGHT OF RIPRAP TO BE DETERMINED BY ON-SITE CONDITIONS,

BUT SHALL BE SUFFICIENT TO PREVENT SEDIMENT FROM LEAVING SITE

HEIGHT AND WIDTH OF SAND BAG STRUCTURE TO BE DETERMINED BY ON-SITE CONDITIONS

TOP BANK

EROSION CONTROL BERM

VARIES

1FT MIN

T M

NATURAL GROUND

EROSION CONTROL BERM DETAIL

NOT TO SCALE

FLOW

NATURAL GROUND

PIPELINE

C/L

APPROX.

CONSTRUCTION R/W CONSTRUCTION R/W

VARIES

SILT FENCE LAYOUT

SILT FENCE

J D

SAND BAG CHECK DAMS

CHECK DAM DETAIL

N.T.S.

BNATURAL GROUNDA

FLAT BOTTOM

DITCH

A B

6" 4"

10" BURIED END OF FABRIC

MODIFICATION/ADDITION/DELETION.

OFFICER ABOUT EROSION CONTROL MEASURE

5. CONTRACTOR WILL COMPLY WITH ANY DIRECTION FROM CONTRACTING

LEAVING THE SITE.

CONDITIONS BUT SHALL BE SUFFICIENT TO PREVENT SEDIMENT FROM

4. EROSION CONTROL BERM DIMENSIONS SHALL BE DETERMINED BY ON-SITE

REQUIREMENTS.

MEASURES MAY BE REQUIRED TO COMPLY WITH MINIMUM STATE

CONSIDERED THE MINIMUM REQUIRMENTS. ADDITIONAL EROSION CONTROL

3. EROSION CONTROL FEATURES SHOWN ON PLAN VIEWS SHOULD BE

LIMITS.

CARRYING CONCENTRATED RUNOFF FLOW AWAY FROM THE RIGHT-OF-WAY

2. CHECK DAMS AND POSSIBLY SEDIMENT TRAPS WILL BE REQUIRED AT AREAS

PARALLEL TO RIGHT-OF-WAY LINE.

WILL BE REQUIRED IN AREAS WHERE RUNOFF FLOW IS PRIMARILY DIRECTED

AREAS WITH MORE SURFACE WATER RUNOFF. EROSION CONTROL BERMS

BERMS ALONG RIGHT-OF-WAY LIMITS. SILT FENCE WILL BE REQUIRED IN

1. CONTRACTOR SHALL INSTALL EITHER SILT FENCE OR EROSION CONTROL

NOTES:

SURFACE

POST 18" BELOW GROUND

POST @ 5’ MIN LENGTH. DRIVE

C503

W F

Q W

Q -1

-B -0

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

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

M E

M P

T R

M E

M P

E N

N E

S S

E E

O R

T H M

M E

M P

SHEET

J A

N E

T C

B E

R R

Y P .E

Memphis District of Engineers

US Army Corps

F R

O M P

E L

E S

T A

N I T

O S

T A

C H

A R

G E P

E S

P R

O U

N T

A R

K A

N S

A S

G R

A N

D P

R A

E M

O N

S T

R A

N P

R O J E

85’-0"

3’-0" SLAB

SCALE: �"=1’-0"

18’-1�"

EL. 212.50

INV.

VALVE (24")

VACUUM

8’-6"

3’-0" 3’-0" 1’-6"

17’-6"

�" WALL THICKNESS

ELEVATION

INV. EL. 214.00

5’-2�"

EL. 212.28

10’-5�"

SCALE: �"=1’-0"ORIFICE PLATE DETAIL

THRUST BLOCK

TYP.

18’-7"

120" I.D., 45° STEEL PIPE ELBOW STEEL PIPE

120" I.D. x 10’

PIPE

STEEL

84" I.D.

EL. 226.00

THIS DWG.)

(SEE DETAIL,

ORIFICE PLATE

4’-0"

EL. 196.00

2’-6" 2’-6"5’-6" 5’-6"

TIP EL. 129.00

NORTH LATERAL SHOWN - SOUTH LATERAL OPPOSITE HAND)

2" STEEL LP

S101

C PIPELINEL

I.D. PIPE

C 120"L

BLOCK

C THRUSTL

C SURGE TANK

ELBOW AT PIPELINE

FOR DETAILS OF LATERAL

REFER TO DWG. S102

24" BUTTERFLY VALVE

120" DIA. PIPE

84" DIA. PIPE

ORIFICE

30" DIA.

EL. 191.00

NOTE: CONTRACTOR TO CALCULATE PIPE THICKNESS REQUIRED ON ALL FITTINGS

TOP OF LEAN CONCRETE

W/ RETAINING RING

EMBEDDED 84" NIPPLE

DISCHARGE HARNESS (2 REQ’D)

4" DIA. DRAIN HOLE

SEE DRAWING S103 FOR DETAILS

HP14x102 (TYP.)

T E

E V

A T I

Q -1

-B -0

�" MINIMUM WALL THICKNESS (SEE NOTE) �" MIN. WALL THICKNESS

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

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

M E

M P

T R

M E

M P

E N

N E

S S

E E

O R

T H M

M E

M P

SHEET

J A

N E

T C

B E

R R

Y P .E

Memphis District of Engineers

US Army Corps

F R

O M P

E L

E S

T A

N I T

O S

T A

C H

A R

G E P

E S

P R

O U

N T

A R

K A

N S

A S

G R

A N

D P

R A

E M

O N

S T

R A

N P

R O J E

120" I.D., 45° ELBOW 120" I.D. x 10’ 2" ORIFICE PLATE

SCALE: �"=1’-0"

1.2

5°

1.2

5° 101.25°

INV. EL. 196.06

45°

3.0

61.5373"

22.5°

NOTES:

END OF TEE

S102

C 120" I.D. STEEL PIPELINEL

37.69’ RT. C

EL. 212.50

INV.

SURGE TANK AND SURGE TANK BASE SLAB CONSTRUCTION JOINTS.

AND SHALL CONFORM TO COE CRD-C 572. WATERSTOPS SHALL BE INSTALLED AT ALL

" x 6" POLYVINYLCHLORIDE (PVC) TWO-BULB DUMBBELL 16

39. WATERSTOPS SHALL BE A

ELEVATION - STEEL PIPELINE LATERAL

8. HOOKED BARS SHALL HAVE ACI STANDARD HOOK UNLESS NOTED OTHERWISE.

d. FORMED SURFACES LESS THAN 24 INCHES 3"

24 INCHES 4"

c. FORMED SURFACES EQUAL TO OR GREATER THAN

CAVITATION OR ABRAISION EROSION 6"

b. FORMED OR SCREED SURFACES SUBJECT TO

a. UNFORM SURFACES IN CONTACT WITH FOUNDATION: 4"

REINFORCING STEEL SHALL BE AS FOLLOWS:

7. UNLESS NOTED OTHERWISE ON THE DRAWINS, THE MINIMUM CONCRETE COVER FOR

KEYWAYS ARE NOT PERMISSIBLE.

CONTRACTING OFFICER. ALL CONSTRUCTION JOINTS ARE TO BE KEYED. METAL

6. CONSTRUCTION JOINTS PERMITTED ONLY WHERE SHOWN OR AS APPROVED BY THE

SHALL BE CLASS B TENSION SPLICES CONFORMING TO ACI 318-11.

5. UNLESS NOTED OTHERWISE ON THE DRAWINS, LAP SPLICES FOR REINFORCING BARS

4. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60 REINFORCING BAR.

" EXCEPT AS NOTED.4

33. ALL EXPOSED EDGES SHALL BE CHAMFERED

2000 PSI STRENGTH.

OF 4000 PSI AT 28 DAYS. THE LEAN CONCRETE IN BOTTOM OF SURGE TANK SHALL BE

2. ALL CAST IN PLACE CONCRETE SHALL HAVE A MINIMUMU COMPRESSIVE STRENGTH

1. ALL ELEVATIONS REPORTED ARE IN THE DATUM NAVD’88.

GENERAL NOTES:

E L

A T

E R

A L T

O S

U R

G E T

O W G

E O

M E

OPPOSITE HAND.

ELBOW FOR SOUTH LATERAL IS

ELBOW FOR NORTH LATERAL SHOWN.

EACH PIPELINE LATERAL.

THE ELBOWS ARE IDENTICAL FOR

W E

Q -1

-B -0

CONTRACTOR TO SUBMIT CALCULATIONS

1/2" MINIMUM WALL THICKNESS ON RUN PIPE

TEE SECTION

120" I.D X �" THICK

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

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

M E

M P

T R

M E

M P

E N

N E

S S

E E

O R

T H M

M E

M P

SHEET

J A

N E

T C

B E

R R

Y P .E

Memphis District of Engineers

US Army Corps

F R

O M P

E L

E S

T A

N I T

O S

T A

C H

A R

G E P

E S

P R

O U

N T

A R

K A

N S

A S

G R

A N

D P

R A

E M

O N

S T

R A

N P

R O J E

C.J.

S103

#9 (TYP.)

L LATERAL AND THRUST BLOCKC

BLOCK

L THRUSTC

61’ LONG

L HP14x102 PILES

2’-6" 3’-6" 3’-6" 3’-6" 3’-6" 2’-6"

19’-0"

(2 REQUIRED)

PLAN

C LATERAL AND THRUST BLOCKL

19’-0"

C HP14x102 PILES

C.J.

(2 REQUIRED)

ELEVATION

"=1’-0"4

1SCALE:

"=1’-0"4

1SCALE:

3’-9"13-#5 STIRRUPS @3’-9"

7-#9

" = 11’-6"2

C LATERAL AND THRUST BLOCKL

#9, E.F.

7-#9

10’ LONG (TYP.)

#5 E.F., = 3’-0", E.F.

5-#10 @ 9"

16-#10 @ EQ. SPC’S.

= 10’-8"

(TYP.)

45°

E .F

C L

= 3’-0", E.F.

5-#10 @ 9"

C.J.

L A

C HP14x102 PILESL

#8 @ 9" (TOP) & #10 @ 9" (BOT.) = 18’-0"6" 6"

C L

6’-0" 4’-0" 6’-0"

"1" CHAMFER

7-#9

BLOCK

L THRUSTC

(TYP.)

4" CLR.

L A

#10

C HP14x102 PILESL

16-#9 @ 12" = 15’-0" (T. & B.)6"

4 4

C L

#10

E .F

#10

THRUST BLOCK

ON PERIMETER AT L OF

STUDS EQUALLY SPACED

" DIA. x 6" WELDED4 320-

ELEVATION SHOWING REINFORCEMENT "=1’-0"4

1SCALE: SECTION "=1’-0"4

1SCALE:

SECTION "=1’-0"2

1SCALE:

S103

120" I.D. PIPE

WELDED STUD

" DIA. x 6"4

4’-0"

1" CHAMFER

#5 STIRRUP

#9 (TYP.)

#5 DIAGONAL BARS

E L

A T

E R

A L T

O S

U R

G E T

H R

U S

T B

L O

PLACED PRIOR TO CASTING CONCRETE

THIS SECTION OF 120" PIPE IS TO BE

W E

Q -1

-B -0

E M

B E

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

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

M E

M P

T R

M E

M P

E N

N E

S S

E E

O R

T H M

M E

M P

SHEET

J A

N E

T C

B E

R R

Y P .E

Memphis District of Engineers

US Army Corps

F R

O M P

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File details come from the government source that posted it. Updated Feb 9, 2023.