W912ES20B0020_Plans.pdf

PDF 25 MB Posted Feb 5, 2021

Attached to: Devils Lake 17th Street Ponding Project Federal contract opportunity
Solicitation number: W912ES20B0020
Issued by: Department of the Army Corps of Engineers Engineering District St Paul

About this file

Written by GovTribe AI · Dec 28, 2023

This federal contract opportunity is for excavation work on the Devils Lake 17th Street Ponding Project located in Devils Lake, North Dakota. The project scope involves excavating approximately 2 feet in the existing 17th Street Ponding area for a total of 26 acre-feet, disposing of the excavated material on nearby city property, top-soiling and seeding the site following excavation, and installing a small lift station consisting of a 15-inch manhole, two 1250 gallon per minute electric pumps, and a discharge line across the 17th Street levee/roadway. The estimated value of the contract is between $1,000,000 to $5,000,000. This is a small business set aside procurement issued by the Department of the Army Corps of Engineers Engineering District St Paul. The NAICS code is 237990 for Other Heavy and Civil Engineering Construction, with a size standard of $39.5M. Payment and performance bonds are required in accordance with FAR Part 28.

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Other files for this federal contract opportunity

Other files attached to Devils Lake 17th Street Ponding Project, newest first.
File	Type	Posted
B08 W912ES20B0020 Bidding Abstract.pdf	PDF	Mar 10, 2021
W912ES20B0020 A0003.pdf	PDF	Mar 4, 2021
W912ES20B0020 Amendment 2.pdf	PDF	Feb 26, 2021
W912ES20B0020 0001.pdf	PDF	Feb 23, 2021
W912ES20B0020_Plans.pdf	PDF	Feb 8, 2021
W912ES20B0020_Specs.pdf	PDF	Feb 8, 2021
W912ES20B0020_Specs.pdf	PDF	Feb 5, 2021

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DESCRIPTION

CONSTRUCTION DRAWING INDEX

PRODUCT I.D.

DRAWING NO.

AS-BUILT

REF.

SHEET

DL17PA_E-603xxx.dgn

DL17PA_E-602xxx.dgn

DL17PA_E-601xxx.dgn

DL17PA_E-501xxx.dgn

DL17PA_E-301xxx.dgn

DL17PA_E-101xxx.dgn

DL17PA_E-001xxx.dgn

DL17PA_M-101xxx.dgn

DL17PA_SR101xxx.dgn

DL17PA_S-501xxx.dgn

DL17PA_S-301xxx.dgn

DL17PA_S-101xxx.dgn

DL17PA_S-001xxx.dgn

DL17PA_CS601xxx.dgn

DL17PA_CS501xxx.dgn

DL17PA_CS403xxx.dgn

DL17PA_CS402xxx.dgn

DL17PA_CS401xxx.dgn

DL17PA_CS302xxx.dgn

DL17PA_CS301xxx.dgn

DL17PA_CS202xxx.dgn

DL17PA_CS201xxx.dgn

DL17PA_CS102xxx.dgn

DL17PA_CS101xxx.dgn

DL17PA_B-201xxx.dgn

DL17PA_B-101xxx.dgn

DL17PA_G-003xxx.dgn

DL17PA_G-002xxx.dgn

DL17PA_G-001xxx.dgn

E-603

E-602

E-601

E-501

E-301

E-101

E-001

M-101

SR101

S-501

S-301

S-101

S-001

CS601

CS501

CS403

CS402

CS401

CS302

CS301

CS202

CS201

CS102

CS101

B-201

B-101

G-003

G-002

G-001

#REF!

ELECTRICAL SCHEDULE

ELECTRICAL CONTROL DIAGRAM 2

ELECTRICAL CONTROL DIAGRAM 1

ELECTRICAL DETAILS

PLAN VIEWS AND PROFILE ELECTRICAL

ELECTRICAL PLAN VIEW

ELECTRICAL SYMBOLS AND ABBREVIATIONS

ELECTRICAL DRAWINGS

PLAN VIEW AND SECTIONS

MECHANICAL DRAWINGS

PLAN VIEW AND SECTIONS REBARS

MISCELLANEOUS DETAILS SHEET 1

STRUCTURAL SECTIONS

PLAN VIEW AND SECTIONS

STRUCTURAL GENERAL NOTES AND TABLE

STRUCTURAL DRAWINGS

HORIZONTAL CONTROL TABLE

DETAILS

ACCESS ROAD PLAN

FORCEMAIN OUTLET PLAN

INLET CULVERT PLAN

SECTIONS 2 OF 2

SECTIONS 1 OF 2

FORCEMAIN & INLET CULVERT PROFILES

DITCH PROFILES

DISPOSAL AREA PLAN

PONDING AREA PLAN

CIVIL DRAWINGS

BORING LOGS

BORING LOCATION PLAN

GEOTECHNICAL DRAWINGS

INDEX

VICINITY MAP

COVER SHEET

GENERAL DRAWINGS

%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%

%PRODUCTION DATA 1%

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GENERAL ABBREVIATIONS

GENERAL VIEW SYMBOLS

0 1' 2'

TOP

FRONT SIDE

ELEVATION SECTION A-A

Drawing Identifier

Sheet Name

Drawing Identifier

Sheet Name

Drawing Identifier

Sheet Name

D E

S L

A K

H S

T P

O N

EXIST

MAX

MIN

SST

TYPEXISTING

FAR FACE

GALVANIZED

INSIDE FACE

MAXIMUM

MINIMUM

MISCELLANEOUS

NEAR FACE

OUTSIDE FACE

ON CENTER

STAINLESS STEEL

TOP AND BOTTOM

TYPICAL

UNDERGROUND

APPROXIMATE

ALTERNATE WITH

ALUMINUM

BITUMINOUS

BOTTOM

CURB & GUTTER

CONSTRUCTION JOINT

CONCRETE

DIAMETER

EACH FACE

BOT

C/L

C&G

CMP CORRUGATED METAL PIPE

EXPANSION JOINT

ELEVATION

EACH WAY

DRAWINGDWG

NUMBER

SAN SANITARY

SPECIFICATIONS

MIRR MIRRORED

* UNLESS OTHERWISE NOTED ON EACH SHEET

APPROX

ALT W/

ALUM

BITUM

CENTER LINE

CLR CLEAR

CONC

DIA

GALV

MISC

SPEC

T&B

UNO

UGND

FES FLARED END SECTION

WIDTH

WATER MAINWM

RIVERWARDR/W

LONG

LANDWARDL/W

HT HEIGHT

NTS NOT TO SCALE

OTHERWISE

UNLESS NOTED

DETAIL/SECTION

GENERAL LEGEND

TITLE

SECTION/DETAIL

EACH VIEW)

(CENTERED UNDER

VIEW SUBTITLE

SECTION CUT

SUPPLEMENTAL INFORMATION

SCALE: 1" =XXX'

NTSSCALE:

SUPPLEMENTAL INFORMATION

DETAIL SYMBOL

P.I. POINT

FIRE HYDRANT

MANHOLE

CATCHBASIN

WATER VALVE

BUILDINGS

REMOVED

LIMITS OF WORK

AND NUMBER

LOCATION

BORING

FILL

CUT

AND NUMBER

DWG OUTLINE

LEVEE

3 DIMENSIONAL

POINT

CONTROL

OVERHEAD P0WER

EXISTING

STORM SEWER

EXISTING

SANITARY SEWER

EXISTING

SHEET ID X-000

2 DIMENSIONAL

POINT

CONTROL

1 DIMENSIONAL

POINT

CONTROL

97-41M

G C

B D

D L P

G -0 x x x .d g n

E X

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R C

W E

PROPERTY LINE

0 80' 160'

BORING LOCATIONS

SCALE: 1" = 80'

E=2373650.04

N=403550.69

96-40M

E=2374450.61

N=403569.57

96-39M

E=2374884.51

N=404044.14

96-38M

E=2373161.91

N=403163.68

96-41M

E=2373190.24

N=403696.88

20-358M

E=2373560.92

N=403922.76

20-359M E=2373988.82

N=403934.22

20-360M

LIMITS

PONDING EXCAVATION

STATION

AUXILIARY PUMP

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00 00.00 13 OF THE SPECIFICATIONS.

LOGS FOR THESE BORINGS ARE PROVIDED AS AN ATTACHMENT TO SECTION 31

SOIL BORINGS 96-38M THROUGH 96-41M WERE COMPLETED BY OTHERS. 1.

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NOTES:

3. MUD POURED DOWN HOLLOW STEM AUGERS AT EL.1414.6 TO COUNTERACT HEAVING SANDS

2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL.1406.6

4. HOLE BACKFILLED WITH CEMENT-BENTONITE GROUT

SPT

(TOPSOIL)MOIST, WITH ROOTLETS, GRAYISH BLACK.

(CL) SANDY LEAN CLAY, SAND FINE, SOFT, 0' TO 0.2'

(TILL)MEDIUM TO STIFF, MOIST, GRAY.

GRAVEL FINE TO COARSE, SAND FINE TO COARSE,

(CL) SANDY LEAN CLAY WITH GRAVEL, 33.3' TO 40'

1404.6

G.S. 1444.6

20-358M

23 JUL 20

D MC LL PL10

(TILL)

19.7'-19.9', LIGHT GRAYISH BROWN TO DARK GRAY.

TO 13.5, DARK GRAY BELOW 13.5', GYPSUM CRYSTALS

MOIST TO WET, MOTTLED WITH IRON OXIDE STAINING

GRAVEL FINE TO COARSE, SAND FINE TO COARSE,

(CL) SANDY LEAN CLAY WITH GRAVEL, 0.2' TO 22.6'

(OUTWASH)GRAY.

MEDIUM DENSE, WET, NO GRAVEL ZONE 27-27.5', DARK

GRAVEL FINE, SAND MEDIUM TO COARSE, LOOSE TO

(SC) CLAYEY SAND WITH GRAVEL, 22.6' TO 33.3'

18 34 13

22 33 18

24 38 19

22 40 19

1. WATER LEVEL NOT DETERMINED

NOTES:

1. WATER LEVEL DETERMINED AFTER 1.5 HOURS IN OPEN HOLE

2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 1435.1

3. HOLE BACKFILLED WITH CEMENT-BENTONITE GROUT

SPT

(TOPSOIL)WITH ROOTLETS, BLACK.

(CL) SANDY LEAN CLAY, VERY SOFT, MOIST, 0' TO 0.4'

(MARL)TRACE SHELL FRAGMENTS, GRAY.

(CL) LEAN CLAY, SOFT TO VERY SOFT, WET, 0.4' TO 1.8'

GRAY MOTTLED WITH ORANGEISH BROWN

WET, WITH SAND, LAMINATED WITH THIN IRON OXIDE,

(CL) SILTY LEAN CLAY, SAND FINE, SOFT, 1.8' TO 4.2'

WITH ORANGEISH BROWN

SATURATED, IRON OXIDE STAINING, GRAY MOTTLED

(CL) SILTY LEAN CLAY WITH SAND, SOFT, 4.2' TO 6.6'

(TILL)TAN MOTTLED WITH ORANGEISH BROWN.

SOFT TO MEDIUM STIFF, MOIST, IRON OXIDE STAINING,

GRAVEL FINE TO COARSE, SAND FINE TO COARSE,

(CL) SANDY LEAN CLAY WITH GRAVEL, 6.6' TO 10'

1433.1

G.S. 1443.1

20-359M

23 JUL 20

D MC LL PL10

W.L. 1442.3 39 2328

48 1933

36 1827

41 1521

NOTES:

1. WATER LEVEL DETERMINED AFTER 45 MINUTES IN OPEN HOLE

2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 1435.1

3. HOLE BACKFILLED WITH CEMENT-BENTONITE GROUT

SPT

(TOPSOIL)

MEDIUM, SOFT, WET, WITH ROOTLETS, BLACK.

(CL) SANDY LEAN CLAY, SAND FINE TO 0' TO 0.4'

GRAY BELOW 4.1', BLACK TO GRAY

MEDIUM, SOFT, WET, TRACE SHELL FRAGMENTS,

(CH) FAT CLAY WITH SAND, SAND FINE TO 0.4' TO 7.8'

(MARL)

(ML) CLAYEY SILT, SOFT, SATURATED, GRAY. 7.8' TO 8.2'

(MARL)GREENISH WHITE.

SHELL FRAGMENTS, LIGHT GRAYISH WHITE LIGHT TO

(ML) SILT, VERY SOFT, SATURATED, TRACE 8.2' TO 10'

1433.4

G.S. 1443.4

20-360M

23 JULY 20

D MC LL PL10

W.L. 1443.3

61 2342

48 3147 48 3863

-B

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WATER SURFACE ELEVATION ON DAY OF BORING

GROUND SURFACE ELEVATION AT BORING

CLAYEY GRAVELS, GRAVEL - SAND - CLAY MIXTURES

WELL GRADED GRAVELS, GRAVEL - SAND MIXTURE, LITTLE OR NO FINES

SILTY GRAVELS, GRAVEL - SAND - SILT MIXTURES

POORLY GRADED GRAVELS, LITTLE OR NO FINES

WELL GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES

POORLY GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES

SILTY SANDS, SAND - SILT MIXTURES

CLAYEY SANDS, SAND - CLAY MIXTURES

INORGANIC SILTS, LIQUID LIMIT LESS THAN 50

INORGANIC SILTS, LIQUID LIMIT GREATER THAN 50

INORGANIC CLAYS, LOW TO MEDIUM PLASTICITY, LIQUID LIMIT LESS THAN 50

INORGANIC CLAYS, HIGH PLASTICITY, LIQUID LIMIT GREATER THAN 50

ORGANIC SILTS OR CLAYS, LOW PLASTICITY, LIQUID LIMIT LESS THAN 50

BORDERLINE MATERIAL

STRATIFIED MATERIAL

LOCATION AND SAMPLE NUMBER FOR UNDISTURBED SAMPLE

NO RECOVERY

WATER LEVEL ON DATE OF BORING

ELEVATION AT BOTTOM OF BORING

ELEVATION IN METERS

DATE OF BORING

( EG: M=MACHINE, A=AUGER, TP=TEST PIT, P=PIEZOMETER ).

YEAR OF BORING-BORING NUMBER, BORING TYPE

SP-

SP&

W.S. 1026.7

G.S. 1020.2

W.L. 726.7

700.1

(238.56)

1 MAY 1984

84-1M

THESE LOGS ARE AVAILABLE FOR INSPECTION BY REQUEST TO THE CONTRACTING OFFICER.

THE BORINGS SHOW SUMMARIES OF INFORMATION RECORDED ON THE ORIGINAL FIELD LOGS. 8.

SPECIFIED OTHERWISE, ALL CORE IS 4-INCH DIAMETER.

PERCENT RECOVERY IS LENGTH OF CORE RECOVERED/LENGTH OF CORE CUT X 100. UNLESS

% RECOVERY: PERCENT CORE RECOVERY IS SHOWN TO THE LEFT OF THE BORING STAFF.7.

4-INCHES.

COLUMN. RQD IS THE PERCENT RECOVERY CONSISTING OF UNBROKEN PIECES LONGER THAN

RQD: ROCK QUALITY DESIGNATION (RQD) IS SHOWN TO THE LEFT OF THE PERCENT RECOVERY 6.

THE LEFT OF THE BORING STAFF.

SIZE: THE GRAIN SIZE IN MILLIMETERS OF WHICH 10% OF THE SAMPLE IS FINER IS SHOWN TO

D5.

BORING STAFF.

ATTERBERG LIMITS: LIQUID LIMIT (LL) AND PLASTIC LIMIT (PL) ARE SHOWN TO THE RIGHT OF THE 4.

COUNTS SAMPLER SIZE, HAMMER WEIGHT, AND HEIGHT OF DROP ARE AS SHOWN.

A 1-3/8 X 2-INCH SAMPLER, 140 LB. HAMMER, AND A 30-INCH DROP. FOR NON-STANDARD BLOW

OF 12-INCHES. STANDARD BLOW COUNTS ARE FOR A STANDARD PENETRATION TEST (SPT) USING

AS NOTED, ARE THE NUMBER OF BLOWS NECESSARY TO DRIVE THE SAMPLER USED A DISTANCE

BLOW COUNT (SPT): BLOW COUNTS ARE SHOWN TO THE LEFT OF THE BORING STAFF AND, EXCEPT3.

IS SHOWN TO THE LEFT OF THE BORING STAFF.

MOISTURE CONTENT: THE NATURAL MOISTURE CONTENT IS IN PERCENT OF DRY WEIGHT (MC)2.

SPECIFIC BORING ARE SHOWN BELOW THE BORING STAFF.

INFORMATION IS ADDED TO THE RIGHT OF THE BORING STAFF. NOTES PERTAINING TO A

LEGEND REPRESENTS ONLY THE BASIC SOILS. TO COMPLETE THE CLASSIFICATION, PERTINENT

GENERAL: THE UNIFIED SOIL CLASSIFICATION SYSTEM IS USED TO IDENTIFY BASIC SOIL TYPE. THE 1.

PEAT

ORGANIC SILTS OR CLAYS, MEDIUM TO HIGH PLASTICITY, LIQUID LIMIT GREATER THAN 50

B-201

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GENERAL BORING LEGEND

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INVERT EL. = 1140.29'

36" RCP

1445 1445

14501450

W-1 W-10

W-11

W-12

W-13

W-14

W-15

W-16

W-17

W-18

W-19

W-21

W-22

W-23 W-24

W-25

W-20

W-2

W-3

W-4

W-5

W-6

W-7

W-8

W-9

G-1 G-2

G-3

G-4

G-5

G-6

G-7 G-8

G-9 G-10

G-11

G-12

G-13

G-14

G-15

G-16 G-17

G-18

G-19

G-20

G-21

H S

T S

17TH ST. SE LEVEE

EXISTING DITCH

E X

G D

C H

CS301

C S

CS302

SEE NOTE 2

WITHIN WORKLIMITS,

FILL AREA TO EL. 1443.5'

PROPERTY LINE

G-22

G-23

G-24

G-25

G-26

NEW ELECTRICAL

PUMP STATION

STATION

EXISTING PUMP

LEVEE TOE

EXISTING

E-W DITCH

N-S DITCH

CLASS II

24' - 24" RCP, 1V:5H

SLOPE VARIES

1V:5H

CLASS II

24" RCP INLET CULVERT,

EL. 1441.00'

N-S DITCH

START REGRADING

REGRADED DITCH

PUMP STATION

AUXILIARY

ACCESS ROAD

DR 11

18" (DIPS) HDPE FORCEMAIN,

LEVEE TOE

SEE NOTE 2

WITHIN WORKLIMITS,

FILL AREA TO EL. 1443.5'

POLE

EXISTING POWER

POLE

EXISTING POWER

E 3+00

SEE NOTE 1

STA. E 2+60,

HAND-HOLE

E 3+60

E 4+20

NS-1

NS 0+00

E 4+34

E 2 +40

E 1 +80

E 1 +20

E 0 +60

E W

I 1

E W

E 0 +00

E-1

E-2

E-3

E W

NS-8

NS 4+20

NS-5

NS 2+40

NS-9

E W

NS-6

NS 3+60

NS 1+80

NS 3+00

NS-4

NS-7

E W 11+40

NS 1+20

NS-3

12+00

E W -1

E W -2

E W -3

E W -4

E W -5

E W -6

E W -7

E W -8 E

W -9

E W -1

E W -16

E W -17

-18

-19

NS 0+60

NS-2

I 0

12+60

13+20

13+80

14+40

E W -1

NS 4+80

NS 4+99

NS-10

CS401

CS402

CS403

-B

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0 60' 120'

PONDING AREA PLAN

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SCALE: 1" = 60'

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LIMITS.

AND SEED TO EL. 1443.5' NORTH OF PROPERTY LINE AND WITHIN WORK

THE EXISTING GROUND IS BELOW 1443.5' IN SOME AREAS. PLACE TOPSOIL 2.

PROVIDE HAND-HOLE EXTENSIONS AS REQUIRED.

SHEET ON THE HANDHOLE. USE END BELLS TO ENTER THE HAND HOLE.

SHALL BE LOCATED SO AS TO NOT BE ROUTINELY FLOODED. SEE DETAIL THIS

TRAFFIC RATING OF TIER 15. MADE OF POLYMER CONCRETE. THE HAND-HOLE

HAND-HOLE TO BE AT LEAST 24 INCHES DEEP, WITH OCCASIONAL VEHICLE 1.

DISPOSAL AREA 4

DISPOSAL AREA 3

DISPOSAL AREA 2

DISPOSAL AREA 1

D-1

D-2 D-3

D-4

D-5

D-6

D-7

D-8 D-9

D-10

D-12

D-14

D-11

D-13

D-17

D-16

D-15

D-18

D-24

D-19 D-20

D-21

D-22

D-23

PROJECT AREA

U.S. ROUTE 2

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®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

-B

T N

E N

A M

S T P

A U

N E

S O

T A

S T P

A U

L D

T R

D E

S L

A K

N D

D E

S L

A K

D E

S L

A K

E S

U B R

E R B

A S

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

N D S

P C

N O

R T

H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

D E

S L

A K

H S

T P

O N

L P

C S x x x .d g n

G C

W P

L A

P O

S A

L A

R E

CS102

B D

A N

S I

SCALE: 1" = 800'

0 800' 1600'

DISPOSAL AREAS

GENERAL NOTES

E B

R C

W E

13).

OF THE WETLANDS IS INCLUDED IN THE SPECIFICATIONS (SECTION 01 14 00.00

DISPOSAL AREA 1 INCLUDES WETLANDS THAT SHALL NOT BE FILLED. A MAP 4.

01 14 00.00 13, WORK RESTRICTIONS.

DISPOSAL GRADING PLAN SHALL BE SUBMITTED AND APPROVED PER SEC 3.

WITH SEED MIX AS SPECIFIED.

SALVAGED TOPSOIL SHALL BE PLACED ON DISPOSAL AREAS AND AREA SEEDED

AND SHALL BE UNIFORMLY SLOPED IN A MANNER TO ADEQUATELY DRAIN.

OWNER. SPOIL MATERIAL PLACEMENT SHALL NOT IMPEDE EXISTING DRAINAGE

MATERIAL SHALL BE PLACED IN A MANNER SATISFACTORY TO PROPERTY

EXISTING TOPSOIL PRIOR TO PLACEMENT OF DISPOSAL MATERIAL. SPOIL

CONTRACTOR SHALL BE REQUIRED TO STRIP AND STOCKPILE ENTIRE DEPTH OF

OWNER TO DETERMINE THE EXACT LOCATION FOR DISPOSAL OF SOIL.

DISPOSAL AREAS: CONTRACTOR SHALL COORDINATE WITH PROPERTY 2.

CONTRACTING OFFICER IN NECESSARY.

INFORMATION. WORK LIMITS MAY BE ADJUSTED IN THE FIELD BY THE

LIMITS OF WORK SHOWN ARE BASED ON APPARENT PROPERTY LINE 1.

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®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

PROFILE - UNDERGROUND ELECTRICAL

PROFILE - EAST-WEST DITCH

PROFILE - NORTH-SOUTH DITCH

VERTICAL SCALE: 1" = 10'

HORIZONTAL SCALE: 1" = 100'SCALE:

SCALE:

VERTICAL SCALE: 1" = 10'

HORIZONTAL SCALE: 1" = 100'

SCALE:

VERTICAL SCALE: 1" = 10'

HORIZONTAL SCALE: 1" = 100'

1.35%

0.20% 3.8 0%

0.38%

NS 0+00 NS 1+00 NS 2+00 NS 3+00 NS 4+00 NS 5+00

E L E

V A

E L E

V A

STATION

EXISTING

1V:5H TO GROUND

EXISTING

1V:5H TO

EL. 1435.40'

STA. 4+22.19

E-W DITCH

EL. 1435.40'

STA. 4+14.64

EXCAVATION

EL. 1441.00'

STA. 0+09.00

E 0+00 E 1+00 E 2+00 E 3+00 E 4+00 E 5+00

E L E

V A

E L E

V A

STATION

GROUND

EXISTING

C5 ON E-101

PUMP STATION SEE DETAIL

TIE-INTO 17TH STREET

2.5' OF COVER

MAINTAIN

DETAIL F5 ON E-101,

HDPE DUCT BANK SEE

-1+00 EW 0+00 EW 1+00 EW 2+00 EW 3+00 EW 4+00 EW 5+00 EW 6+00 EW 7+00 EW 8+00 EW 9+00 EW 10+00 EW 11+00 EW 12+00 EW 13+00 EW 14+00 EW 15+00

E L E

V A

E L E

V A

STATION

EL. 1435.40'

STA. -0+47.62

EL. 1435.40'

STA. -0+57.62

N-S DITCH

EXISTING

1V:5H TO

GROUND

TIE-INTO EXISTING

DITCH BOTTOM

EXISTING GROUND

EL. 1435.50'

STA. EW 0+00.00

EL. 1437.79

STA. EW 0+65.37

-B

T N

E N

A M

S T P

A U

N E

S O

T A

S T P

A U

L D

T R

D E

S L

A K

N D

D E

S L

A K

D E

S L

A K

E S

U B R

E R B

A S

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

N D S

P C

N O

R T

H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

D E

S L

A K

H S

T P

O N

G C

C H P

R O

E S

CS201

B D

A N

S I

D D

L P

C S x x x .d g n

GENERAL NOTES

PROFILES REPRESENT THE DITCH BOTTOM.

THE DESIGN GRADE IN THE NORTH-SOUTH DITCH AND EAST-WEST DITCH 1.

E B

R C

W E

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®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

AR 0+00 AR 0+10 AR 0+20 AR 0+30 AR 0+40 AR 0+50 AR 0+60 AR 0+70

14601460

EXISTING GRADE

EL. 1446.68'

AR 0+00

EL. 1444.60'

AR 0+68.86

ACCESS ROAD PROFILE

INLET CULVERT PROFILE

FORCE MAIN PROFILE

SCALE: 1" = 10'

SCALE: 1" = 10' SCALE: 1" = 10'

COURSE

6" AGGREGATE SURFACE

I 0+00 I 0+10 I 0+20 I 0+30 I 0+40 I 0+50 I 0+60 I 0+70 I 0+80 I 0+90 I 1+00 I 1+10

ABOVE GEOTEXTILE

20" OF GRADE 1 RIPRAP,

1V:3H

EXCAVATION

END SECTION

UNDERNEATH FLARED

GEOTEXTILE, EXTEND 2'

4" TOPSOIL & SEED

STA. I 0+04.26'

INVERT EL. 1433.50'

PUMP STATION ENTRY

STA. I 0+92.02

INVERT EL. 1435.28'

STA. I 0+98.14

INVERT EL. 1435.40'

0.17%

12.86

ABOVE GEOTEXTILE

30" OF GRADE 1 RIPRAP,

FLARED END SECTION

GEOTEXTILE, EXTEND 2' UNDERNEATHE

EL. 1445.19'

AR 0+39.68

DR 11

18" (DIPS) HDPE FORCEMAIN,

CLASS II

24" RCP INLET CULVERT,

FILL

MATERIAL WITH RANDOM

REPLACE EXCAVATED

ABOVE R-1 FABRIC

WITH 12" AGGREGATE SURFACE COURSE

REPLACE EXCAVATED ROADWAY

EL. 1445.20'

STA. 2+44.55'

START FLARED END SECTION

DR 11

18" (DIPS) HDPE FORCEMAIN,

EL. 1445.21'

STA. 2+50.63

END FLARED END SECTION INVERT

& SEED WHEN BACKFILLED

AND PLACE 4" OF TOPSOIL

STRIP EXISTING TOPSOIL,

PUMP STATION

AUXILIARY

FM 0+00 FM 0+10 FM 0+20 FM 0+30 FM 0+40 FM 0+50 FM 0+60 FM 0+70 FM 0+80 FM 0+90 FM 1+00 FM 1+10 FM 1+20 FM 1+30 FM 1+40 FM 1+50 FM 1+60

E L E

V A

E L E

V A

FM 1+60 FM 1+70 FM 1+80 FM 1+90 FM 2+00 FM 2+10 FM 2+20 FM 2+30 FM 2+40 FM 2+50 FM 2+60 FM 2+70 FM 2+80 FM 2+90 FM 3+00 FM 3+10 FM 3+20 FM 3+30

E L E

V A

E L E

V A

6" AGGREGATE SURFACE COURSE

15'

& SEED WHEN BACKFILLED

AND PLACE 4" OF TOPSOIL

STRIP EXISTING TOPSOIL,

EXISTING EMBANKMENT TOE

EXISTING LEVEE EMBANKMENT

VARIES

EXISTING LEVEE EMBANKMENT

& SEED WHEN BACKFILLED

AND PLACE 4" OF TOPSOIL

STRIP EXISTING TOPSOIL,

WITH IMPERVIOUS FILL.

REPLACE EXCAVATED MATERIAL

STA. FM 1+86.12

INVERT EL. 1445.10'

AT EXISTING EMBANKMENT TOE.

WITH IMPERVIOUS FILL STARTING

REPLACE EXCAVATED MATERIAL

WITH RANDOM FILL

REPLACE EXCAVATED MATERIAL

THAN 5' DEPTH TO TOP OF PIPE.

STA. FM 1+01, OR WHERE PIPE IS LESS

INSULATE PIPE FROM STA. FM 0+72 TO

DITCH BOTTOM

INTO EXISTING

TIE RIPRAP

STA. FM 0+01.00

AUXILIARY PUMP

OUTER WALL OF

STA. FM 0+00.00

INVERT EL. 1436.00'

STA. FM 0+06.00

INVERT EL. 1436.01'

STA. FM 0+07.58

INVERT EL. 1435.76'

12" DIP

12" X 18" DIP REDUCER

STA. FM 1+14.93

INVERT EL. 1435.95'

-B

T N

E N

A M

S T P

A U

N E

S O

T A

S T P

A U

L D

T R

D E

S L

A K

N D

D E

S L

A K

D E

S L

A K

E S

U B R

E R B

A S

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

N D S

P C

N O

R T

H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

D E

S L

A K

H S

T P

O N

G C

W P

R O

E S

F O

R C

E M

N L E

T C

U L

V E

R T

CS202

B D

A N

S I

D D

L P

C S x x x .d g n

E B

R C

W E

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®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

-410 -400 -390 -380 -370 -360 -350 -340 -330 -320 -310 -300 -290 -280 -270 -260 -250 -240 -230 -220 -210 -200 -190 -180 -170 -160 -150 -140

0 10 20 30 40 50 60 70 80 90 100 110 120 130-10-20-30-40-50-60-70-80-90-100-110-120-130-140

EXISTING GROUND

TO EXISTING GROUND

1V:5H

15'

4" TOPSOIL & SEED

4" TOPSOIL & SEED 4" STRIPPING

4" STRIPPING

EXISTING LEVEE EMBANKMENT

VARIES, SEE SHEET CS101 AND CS601 FOR GRADING POINTS

1V:5H

0 10 20 30 40 50 60 70 80 90 100 110 120 130-10-20-30-40-50-60-70-80-90-100-110-120-130-140

EXISTING GROUND 15'

4" STRIPPING

ON CS201

SEE PROFILE A1

DITCH BOTTOM,

EXISTING LEVEE EMBANKMENT

1V:5H

EL. 1443.50'

1V:5H TO EXISTING 1V:5H

4" TOPSOIL & SEED

SCALE: 1" = 10'

RANDOM FILL

ON CS201

SEE PROFILE A1

FLAT DITCH BOTTOM,

CONTROL LINE

TO EL. 1443.5' WITH TOPSOIL

FILL AREAS LESS THAN 1443.5'

0.3%

SLOPE TO DRAIN

TYPICAL SECTION - EAST-WEST DITCH - EW 12+25.95 TO EW 14+39.70

TYPICAL SECTION - EAST-WEST DITCH - EW 0+55.00 TO EW 12+25.95

-B

T N

E N

A M

S T P

A U

N E

S O

T A

S T P

A U

L D

T R

D E

S L

A K

N D

D E

S L

A K

D E

S L

A K

E S

U B R

E R B

A S

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

N D S

P C

N O

R T

H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

D E

S L

A K

H S

T P

O N

G C

W O

S E

C T

N S

CS301

B D

A N

S I

D D

L P

C S x x x .d g n

E B

R C

W E

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®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

4" TOPSOIL & SEED

4" STRIPPING

ABOVE GEOTEXTILE

20" OF GRADE 1 RIPRAP,

ABOVE GEOTEXTILE

RIPRAP,

30" OF GRADE 1

TYPICAL SECTION - INLET ROCK

TYPICAL SECTION - OUTLET ROCK

TYPICAL SECTION - ACCESS ROAD

TYPICAL SECTION - NORTH-SOUTH DITCH

SCALE: 1" = 10'

SCALE: 1" = 10' HORIZONTAL SCALE: 1" = 10'

VERTICAL SCALE: 1" = 2'

VARIES

0 10 20-10-20

AR 0+17

1448 1448

CONTROL LINE

1446 1446

14441444

1442 1442

VARIES

SURFACE COURSE

6" AGGREGATE

4" STRIPPING

EXISTING GROUND

POINTS, CS403

SEE GRADING

DRAIN

GRADE TO

DRAIN

GRADE TO

7.5'7.5'

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

EXISTING GROUND

EXISTING DITCH

10'

TO EXISTING GROUND

1V:3H 1V:5H

1V:5H

0 10 20-10-20

I 0+09

0 10 20-10-20

FM 2+73

El. 1436.00'

EXCAVATION

GRADE

DESIGN

GROUND

EXISTING

CONTROL LINE

GROUND

EXISTING

LINE I

CONTROL

VARIES

VARIES VARIES

& SEED

TOPSOIL

& SEED

4" TOPSOIL

4" STRIPPING

30"

CONTROL LINE

14501450

SHEETS CS101 AND CS601

SEE GRADING POINTS ON

4" STRIPPING

-B

T N

E N

A M

S T P

A U

N E

S O

T A

S T P

A U

L D

T R

D E

S L

A K

N D

D E

S L

A K

D E

S L

A K

E S

U B R

E R B

A S

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

N D S

P C

N O

R T

H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

D E

S L

A K

H S

T P

O N

G C

W O

S E

C T

N S

CS302

B D

A N

S I

D D

L P

C S x x x .d g n

E B

R C

W E

E 0 +10

I-

I 1

I 0

I 0 0I 0

E 0 +00

E-1

I 0 0I 0

-1

I 0

AR 0+69

AR 0+60

AR-2

UNDERGROUND ELECTRICAL

NEW PUMP STATION

TRASH RACK

24" RCP FLARED END SECTION

CLASS II

24" RCP INLET CULVERT,

C S

F L

O W

FLOW

IR-4

IR-2

OVER GEOTEXTILE

20" GRADE 1 RIPRAP

IR-3

IR-1

EL. 1436.00'

TIE-IN TO

EL.=1436.48

E=2373182.85

N=403721.75

EL. 1436.00'

TIE-IN TO

EL. 1436.00'

TIE-IN TO

CAP END OF PIPE

CLASS II

24' - 24" RCP,

END SECTION

2' UNDERNEATH FLARED

EXTEND GEOTEXTILE

AUXILIARY PUMP STATION

EL.=1436.00'

E=2373188.09

N=403698.33

DR 11

18" (DIPS) HDPE FORCEMAIN,

-B

T N

E N

A M

S T P

A U

N E

S O

T A

S T P

A U

L D

T R

D E

S L

A K

N D

D E

S L

A K

D E

S L

A K

E S

U B R

E R B

N D S

P C

N O

R T

H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

D E

S L

A K

H S

T P

O N

GENERAL NOTES

C S x x x .d g n

SCALE: 1" = 5'

INLET CULVERT PLAN

0 5' 10'

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

G C

W P

L A

L E

T C

U L

V E

R T

CS401

B D

A N

S I

SEE SHEET CS601 FOR GRADING POINTS.1.

E B

R C

W E

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

ABOVE GEOTEXTILE

RIPRAP OVERLAY

30" GRADE 1

18" RCP FLARED END SECTION

C S3

DR 11

18" (DIPS) HDPE FORCEMAIN,

EL.=1438.23

E=2373342.93

N=403436.95

BOTTOM

TIE-INTO DITCH

EL.=1438.97

E=2373358.63

N=403455.02

BOTTOM

TIE-INTO DITCH

END SECTION

2' UNDERNEATH FLARED

EXTEND GEOTEXTILE

W-16

-B

T N

E N

A M

S T P

A U

N E

S O

T A

S T P

A U

L D

T R

D E

S L

A K

N D

D E

S L

A K

D E

S L

A K

E S

U B R

E R B

A S

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

N D S

P C

N O

R T

H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

D E

S L

A K

H S

T P

O N

C S x x x .d g n

SCALE: 1" = 5'

0 5' 10'

FORCEMAIN OUTLET PLAN

G C

W P

L A

F O

R C

E M

U T

L E

CS402

B D

A N

S I

E B

R C

W E

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

E 0+50

E 0+40

E 0+30

E 0+20

E 0+10

I-

E 0+00 E-1

I 0

FM-1

I 0

FM 0+00

FM 0+10

FM 0+20

FM 0+30

FM 0+40

FM 0+50

A R

A R -2

A R -1

A R

W -21

W -20

A-1

A-2

A-3

A-4

A-5

A-6

A-9

A-8

A-7

D R

G R

A D

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D R

G R

A D

GRAVEL ROAD

TIE INTO EXISTING

INLET CULVERT

15'

C S 2A

CENTERLINE

ACCESS ROAD

AT EL. 1444.60'

6" AGGREGATE SURFACE COURSE

4" STRIPPING,

15'

DR 11

18" (DIPS) HDPE FORCEMAIN,

CAP END OF PIPE

CLASS II,

24' - 24" RCP,

-B

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SCALE: 1" = 5'

0 5' 10'

G C

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CS403

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ACCESS ROAD PLAN

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US Army Corps

U .S

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US Army Corps

U .S

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2'O.D.2'

TYPICAL DETAIL

PUMP STATION EXCAVATION

SCALE: NTS

HDPE FORCE MAIN INSTALLATION

OUTSIDE EXISTING LEVEE EMBANKMENT

SCALE: NTS

HDPE FORCE MAIN INSTALLATION

THRU EXISTING LEVEE EMBANKMENT

SCALE: NTS

RCP TRENCH INSTALLATION

SCALE: NTS

TYPICAL DETAIL

SCALE: NTS

TYPICAL DETAIL

SCALE: NTS

PUMP STATION DRAINAGE SECTION

PUMP STATION DRAINAGE PLAN

2% SLOPE

4" TOPSOIL & SEED

FINAL BACKFILL

INITIAL BACKFILL = 1/2 O.D. +12"

BEDDING AND HAUNCH = 1/2 O.D. + 4"

SURFACING SEE NOTE 1

FINAL BACKFILL

INITIAL BACKFILL = 1/2 O.D. +12"

BEDDING AND HAUNCH = 1/2 O.D. + 4"

4" TOPSOIL & SEED

FINAL BACKFILL

INITIAL BACKFILL

1/2 O.D. HAUNCHING

6" PIPE BEDDING

EXISTING GROUND

SEE NOTE 2

RANDOM FILL

GRANULAR FILL

RANDOM FILL

GRANULAR FILL

SEE NOTE 2

EXCAVATE

EXISTING GROUND

SEE NOTE 2

DR 11

18" HDPE FORCEMAIN,

DR 11

18" HDPE FORCEMAIN,

CLASS II

24" RCP INLET CULVERT,

FILL BENEATH FOOTING

12" CRUSHED AGGREGATE

IMPERVIOUS FILL

SEE NOTE 3

4" STRIPPING

SEE CS403 FOR LIMITS

6" AGGREGATE SURFACE COURSE,

FILL

GRANULAR

MATERIAL WITH

REPLACE EXCAVATED

SEE NOTE 4

WITH GEOTEXTILE SOCK.

6" PERFORATED PVC PIPE

CAP ENDS

24" RCP INLET

STATION WALL

AUXILLARY PUMP

EL. 1444.60'

SURFACE COURSE

6" AGGREGATE

4" STRIPPING,

SURFACE COURSE

6" AGGREGATE

4" STRIPPING,

BEND (TYP.)

45° LONG RADIUS

PUMP STATION

CAP ENDS

SEE NOTE 5

-B

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T A

E B

STATION.

SEE S-101 FOR STRUCTURAL DIMENSIONS OF PUMP6.

FLEXIBLE AND WATERTIGHT.

CONNECTOR MANUFACTURER. CONNECTION SHALL BE

PIPE. HOLE IN PUMP STATION WALL PER MANHOLE

RUBBER BOOT-TYPE MANHOLE CONNECTION FOR 6" PVC5.

WALLS.

EXCEED 16 INCHES FROM THE VERTICAL PUMP STATION

OUTER MOST DRAIN TILE PIPING SURFACES SHALL NOT

WALL SURFACES AS THE PIPE CONFIGURATION ALLOWS. THE

BE INSTALLED AS CLOSE TO THE VERTICAL PUMP STATION

THE INNER MOST DRAIN TILE PIPING SURFACE SHALL4.

SOIL BORING NEAR THE PUMP STATION (20-358M).

GROUNDWATER AND HEAVING SANDS IN THE

SECTION 31 00 00.00 13 FOR DISCUSSION OF

SEE EXISTING CONDITIONS PARAGRAPH IN 3.

AS REQUIRED FOR STABILITY.

SLOPE EXCAVATION SLOPES OR USE SHORING 2.

MATCH EXISTING SURFACING.

12" CLASS 13 AGGREGATE ABOVE R-1 FABRIC,

SURFACING IS EITHER 4" TOPSOIL AND SEED OR1.

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U .S

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NTS

HORIZONTAL CONTROL TABLES

SCALE:

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S-001

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REINFORCEMENT SPLICE AND DEVELOPMENT LENGTHS

fc=4,000 psi & fy=60,000 psi

SIZE

BAR

LENGTH, INCHES

MINIMUM EMBEDMENT

LENGTH, INCHES

MINIMUM LAP

TOP OTHER TOP OTHER

CONCRETE NOTES:

STRUCTURAL NOTES:

BACKFILL NOTE:

SHOWN IN TABLE 1 BY 1.5.

REINFORCING BARS. IF EPOXY COATED BARS ARE USED, MULTIPLY THE LENGTH

4. THE TABLES SHOWN ABOVE ARE FOR NORMAL WEIGHT CONCRETE AND UNCOATED

INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.

RESPECT TO A HORIZONTAL PLANE WHICH ARE PLACED SUCH THAT MORE THAN 12

3. TOP BARS ARE HORIZONTAL BARS AND BARS INCLINED LESS THAN 45 DEGREES WITH

LATERALLY IS LESS THAN 5 DIAMETERS, SEE ACI 318-14 FOR APPROPRIATE GUIDANCE.

IS LESS THAN 2.5 BAR DIAMETERS OR THE CENTER TO CENTER BAR SPACING

2. IF DISTANCE FROM CENTER OF BAR TO THE NEAREST CONCRETE SURFACE

MUST BE AT LEAST 2.5 BAR DIAMETERS.

B. DISTANCE FROM THE CENTER OF A BAR TO THE NEAREST CONCRETE SURFACE

A. CENTER TO CENTER BAR SPACING LATERALLY IS AT LEAST 5 BAR DIAMETERS.

1. THE TABLE MAY BE USED IF ALL OF THE FOLLOWING CONDITIONS ARE MET:

NOTES:

SCALE: N.T.S.

TABLE 1 - REINFORCEMENT

1. BACKFILL EXCAVATIONS WITH MATERIALS AS PER SPECS.

REINFORCEMENT NOTES:GENERAL NOTE:

SPECIFICATIONS UNLESS OTHERWISE INDICATED.

2. ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE

28 DAYS.

A MINIMUM COMPRESSIVE STRENGTH, fc OF 4,500 PSI AT

REQUIREMENTS OF THE SPECIFICATIONS AND SHALL HAVE

1. STRUCTURAL CONCRETE SHALL CONFORM TO THE

SHALL MEET STRENGTH AND STABILITY REQUIREMENTS.

SELECTED. A PRECAST STRUCTURE OR PART OF IT

APPLICABLE TO THE TYPE OF CONCRETE CONSTRUCTION

TO THE REQUIREMENTS OF THE SPECIFICATION SECTIONS

PRECAST CONCRETE. THE CONTRACTOR SHALL ADHERE

CONCRETE STRUCTURE OR ANY PART OF IT FROM

1. THE CONTRACTOR HAS THE OPTION OF MAKING THE

RACTION JOINTS.

SHALL BE DISCONTINUED AT EXPANSION AND CONT-

12. UNLESS OTHERWISE INDICATED, ALL REINFORCEMENT

ITEMS AND OTHER OBSTRUCTIONS.

BARS MAY BE SHIFTED SLIGHTLY TO AVOID EMBEDDED

11. SUBJECT TO APPROVAL BY THE CONTRACTING OFFICER,

UNLESS OTHERWISE INDICATED.

AND CLASS B LAP SPLICES IN ACCORDANCE WITH TABLE 1,

10. PROVIDE EMBEDMENT OF CONCRETE REINFORCEMENT

WELDING OF REINFORCING BARS IS NOT PERMITTED.

9. EXCEPT AS SPECIFICALLY INDICATED ON THE DRAWINGS,

ACI 318-14.

8. REINFORCMENT HOOKS AND BENDS SHALL CONFORM TO

TO ASTM A615 GRADE 60.

7. REINFORCING BARS SHALL BE DEFORMED, CONFORMING

LENGTH SHALL BE IN ACCORDANCE WITH ACI 318-14.

6. WHEN BARS OF DIFFERENT SIZES ARE SPLICED, THE SPLICE

TABLE 1 REINFORCEMENT UNLESS NOTED OTHERWISE.

WITH ACI 318-14 WITH MINIMUM LAPS AS TABULATED

5. REINFORCING SPLICES SHALL BE MADE IN ACCORDANCE

DRAWINGS FOR APPROVAL.

LENGTHS SHALL BE SHOWN ON THE REINFORCING SHOP

NOT SHOWN ON THESE PLANS. SPLICE LOCATIONS AND

4. REINFORCEMENT SPLICES MAY BE REQUIRED THAT ARE

2"ELSEWHERE

3"SHALL HAVE A CLEAR COVER OF

FOR ALL TOP SLAB SURFACES (SIDES, TOP, AND BOTTOM)

4"AND BOTTOM) SHALL HAVE A CLEAR COVER OF

FOR ALL WALL AND BOTTOM SLAB SURFACES (SIDES, TOP,

4"GREATER THAN 2 FEET THICK

4"LESS THAN OR EQUAL TO 2 FEET THICK

SURFACES TO BE IN CONTACT WITH EARTH OR WATER

4"UNFORMED CONCRETE PLACED AGAINST EARTH

FOLLOWS, UNLESS OTHERWISE INDICATED:

3. PROVIDE CONCRETE COVER FOR REINFORCEMENT AS

APPROVED BY THE CONTRACTING OFFICER.

EMBEDDED ITEMS SHALL BE SHIFTED, BENT OR CUT AS

2. REINFORCING BARS NOT DETAILED AT OPENINGS AND

MAXIMUM SPACING FOR THE BARS.

1. ALL BAR SPACING SHOWN ARE IN INCHES AND ARE THE

SILL BENT PLATE ASSEMBLIES.

TO ORDERING AND/OR THE FABRICATION OF GUIDE AND

13. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR

APPROVAL.

TO THE CONTRACTING OFFICER FOR REVIEW AND

STAMPED BY A LICENSED CIVIL ENGINEER AND SUBMITTED

12. ALL ELEMENTS PROVIDED BY CONTRACTOR SHALL BE

PROTECTED FROM FILLING WITH GROUT.

11. ALL NUTS EMBEDDED IN GROUT SHALL HAVE THREADS

RECEIVE ONLY A PRIMER COATING.

10. ALL FULLY TENSIONED BOLT CONNECTIONS SHALL

SHEAR PLANE.

9. ALL BOLTS SHALL HAVE THREADS EXCLUDED FROM THE

BOLTED CONNECTIONS.

8. THE TURN OF NUT METHOD SHALL BE USED TO PRETENSION

INSTALLED PER SPECS FOR HIGH STRENGTH CONNECTIONS.

7. ALL BRACING BOLTS TO BE FULLY PRETENSIONED AND

GRATINGS ARE HOT DIPPED GALVANIZED.

6. ALL STRUCTURAL STEEL MEMBERS, GUIDES, HANDRAILS,

BE COPED AND REMAIN OPEN TO PERMIT DRAINAGE.

5. ALL HOLES WITHIN STRUCTURAL STEEL MEMBERS SHALL

FURTHER REQUIREMENTS.

APPROVAL, SEE STRUCTURAL SPECIFICATIONS FOR

IDENTIFIED AND SUBMITTED FOR CONTRACTING OFFICER

DRAWINGS AND CONTRACT DRAWINGS SHALL BE CLEARLY

DISCREPANCIES OR CHANGES BETWEEN THE SHOP

MATERIAL ORDERING AND OR FABRICATION. ALL

PROPOSED CHANGES ON THE SHOP DRAWINGS PRIOR TO

ALL DIMENSIONS AND NOTING ANY DISCREPANCIES OR

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING

U.N.O.

3. ALL BOLTS SHALL BE ASTM F3125 HOT DIPPED GALVANIZED

RESULT OF SHEARING, FLAME CUTTING OR MACHINING.

U.N.O. A SHARP EDGE IS DEFINED AS ANY EDGE THAT IS THE

2. ALL SHARP EDGES SHALL. BE BROKEN TO A 1/16" RADIUS

SPECIFICATIONS.

FOR REQUIREMENTS SEE STRUCTURAL STEEL

IN FABRICATION SHALL BE ASTM A36 FOR OTHER MEMBERS.

1. UNLESS NOTED OTHERWISE ALL STRUCTURAL STEEL USED

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US Army Corps

U .S

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SCALE : 3/8" = 1'

SECTION

P L

A N V

W A

N D S

E C

N S

EL. 1425.00

EL. 1445.00

EL. 1444.00

EL. 1445.00

EL. 1425.00

D L P

A S -1 d g n

PLAN VIEW - PUMP STATION

EL. 1444.60

8'-0"

O O

20'-0" (TOP SLAB)

1'-0"

9'-0"

10'-0"

2'-2"

(TYP.)

1'-0"

12'-0"

(TYP.)

1'-0"

22'-0"

EL. 1444.00

8'-0"

0 2' 4' 6'

TOP SLAB

PUMP

FOOTING

(TYP.)

WATERSTOP

TOP SLAB

LADDER

(TYP.)

PUMP

(TYP.)

WATERSTOP

FOOTING

1'-0" 10'-0"

9'-0"

EL. 1436.50

1'-0"

22'-0" (FOOTING)

O P S

L A

OPENING)

2'-6" (HATCH

OPENING)

3'-8" (HATCH

(TYP.)

L 3"x2 1/2"x1/4"

B1, S-501

SEE ELEV.

LADDER,

INLET

24" RCP

STEEL DECKING

CORRUGATED

EL. 1433.00

INLET

24" RCP

INV. EL. 1433.53

OPENING

HATCH

2'-6"x2'-6"

A6, S-501

SEE ELEV.

GRAB BAR,

WALL

PUMP STATION

AUXILIARY

S-501

GRAB BAR, SEE ELEV. A6,

S-501

LADDER, SEE ELEV. B1,

FOR 12" DIP

PENETRATION

WALL

FOR 8" DIP

PENETRATION

WALL

OPENING)

2'-6" (HATCH2'-6"

DECKING

STEEL

CORRUGATED

INLET

24" RCP

INV. EL. 1433.53

4'-1 5/8 "

C N

E B

T S

U L L

(TYP.)

FOR 12" DIP

PENETRATION

WALL

INSTALLATION AND REMOVAL

VALVE IN DRYWELL TO ALLOW

SIZE TO FIT LARGEST FITTING/

(2'-6"x2'-6") HATCH OPENING/

OPENING

2'-6"x3'-8" HATCH

MANHOLE CONNECTOR MANUFACTURER. CONNECTION SHALL BE FLEXIBLE AND WATERTIGHT.

NOTE: 1. RUBBER BOOT-TYPE MANHOLE CONNECTION FOR 6" PVC PIPE. HOLE IN PUMP STATION WALL PER

FOR 8" DIP (TYP.)

WALL PENETRATION

INV. EL. 1436.00

INLET

24" RCP

L 3"x2 1/2"x1/4"

PUMP (TYP.)

DECKING (TYP.)

STEEL

CORRUGATED

INLET

24" RCP

FOOTING

WALL

PUMP STATION

WATERTIGHT.

SHALL BE FLEXIBLE AND

MANUFACTURER. CONNECTION

PER MANHOLE CONNECTOR

IN PUMP STATION WALL

FOR 6" PVC PIPE. HOLE

MANHOLE CONNECTION

RUBBER BOOT-TYPE

MATERIAL, (CLSM)

LOW STRENGTH

CONTROLLED

FOR LAYOUT

AND SEE CS501

SOCK, SEE NOTE 1,

GEOTEXTILE

PVC PIPE WITH

FOR LAYOUT

SEE CS501

SOCK,

GEOTEXTILE

PVC PIPE WITH

WATERSTOP

JOINT

CONSTRUCTION

WATERSTOP

JOINT

CONSTRUCTION

W E

5'-0"

S-301

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US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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EL. 1425.00

EL. 1445.00

EL. 1444.00

EL. 1445.00

EL. 1425.00

D L P

A S -3 d g n

EL. 1444.60 EL. 1444.60

8'-0"

1'-0"

10'-0"

(TYP.)

1'-0"

12'-0"

(TYP.)

1'-0"

22'-0"

EL. 1444.00

TOP SLAB

FOOTING

(TYP.)

WATERSTOP

TOP SLAB

(TYP.)

WATERSTOP

FOOTING

1'-0"10'-0"

9'-0"

1'-0"

EL. 1433.00

OPENING)

2'-6" (HATCH

OPENING)

2'-6" (HATCH 2'-6"

C N

E B

T S

U L L

Y S

E C

N S

SECTION

SCALE : 3/8" = 1'

LADDER LADDER

BAR

GRAB

BAR

GRAB

SECTION

SCALE : 3/8" = 1'

2'-0" 2'-0"

0 2' 4' 6' 0 2' 4' 6'

MATERIAL, (CLSM)

LOW STRENGTH

CONTROLLED

INLET

24" RCP

INV. EL. 1436.00

FOR LAYOUT

SOCK, SEE CS501

GEOTEXTILE

PVC PIPE WITH

FOR LAYOUT

SOCK, SEE CS501

GEOTEXTILE

PVC PIPE WITH

STEEL DECKING

CORRUGATED

STEEL DECKING

CORRUGATED

W E

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®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

-B

T N

E N

A M

S T P

A U

N E

S O

T A

S T P

A U

L D

T R

D E

S L

A K

N D

D E

S L

A K

D E

S L

A K

E S

U B R

E R B

A S

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

N D S

P C

N O

R T

H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

D E

S L

A K

H S

T P

O N

S T

R U

C T

U R

A L

S-501

N K

J L F

A N

S I

D D

L P

A S -5 d g n

B4 A1

SECTION

ELEVATION - LADDER

SECTION

DETAIL - WATERSTOP

SCALE : N.T.S.

ELEVATION - GRAB BAR

DETAIL - GRAB BAR ANCHOR

SCALE : N.T.S.

(M A

(TYP.)

1'-6"

S P

A C

E R

U N

G S U

O R

M L

C T

O C

M A

(TYP.)

L7"x6"x 3/8"

(TYP.)

2 1/2" x 3/8" BARS

(TYP.)

L7"x3"x 3/8"

(TYP.)

L7"x3"x 3/8"

2 1/2" x 3/8" BAR

CORNERS

ROUND

EL. 1445.00

(TOP OF STRUCTURE SLAB)

(TYP.)

WASHER

AND FLAT

WITH HEX HEAD

ANCHOR,

EXPANSION

WELD

1/4"

3/8"

1/4"

3/8"

1'-4 3/4 "

CORNERS

ROUND

2 1/2" x 3/8" BARS

WELD

1'-6"

2 1/2" x 3/8" BAR

SCALE : N.T.S.

BAR

2 1/2" x 3/8"

TOP SLABTOP SLAB

SCALE : N.T.S. SCALE : N.T.S.

SCALE : N.T.S. SCALE : N.T.S. SCALE : N.T.S.

3/16" RIB HEIGHT

1 1/2" O.D.

7/8" I.D. &

SHOWN SHALL BE STEEL.

2. UNLESS NOTED OTHERWISE, MISCELLANEOUS METALS

DIPPED GALVANIZED AFTER FABRICATION.

1. LADDER AND MISCELLANEOUS METALS SHALL BE HOT-

C E

L L

A N

E O

U S D

E T

S S

H E

E T

GENERAL NOTES THIS SHEET:

SECTION

DETAIL - RUNG CONN.

CORNERS

ROUND

APPROVED

GROUT AS

NON-SHRINK

ANCHOR W/

INSTALLING POST

PRIOR TO

TO BE REMOVED

OR FIBER SLEEVE

SHEET METAL

LIGHT CAGE

PUMP STATION SLAB)

STATION SLAB/AUXILIARY

(TOP OF BOTTOM PUMP

1/8

1/4

(TYP.)

1/4

(TYP.)

(T Y

C N

E B

T S

U L L

EL. 1425.00

W E

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®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

-B

T N

E N

A M

S T P

A U

N E

S O

T A

S T P

A U

L D

T R

D E

S L

A K

N D

D E

S L

A K

D E

S L

A K

E S

U B R

E R B

A S

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

N D S

P C

N O

R T

H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

D E

S L

A K

H S

T P

O N

S T

R U

C T

U R

A L

SR101

N K

J L F

A N

S I

D D

L P

A S

R d g n

P L

A N V

W A

N D S

E C

N S R

E B

A R

SCALE : 1/2" = 1'

SCALE : 3/8" = 1'

EL. 1445.00

EL. 1444.00

22'-0"

EL. 1425.00

12'-0"

EL. 1425.00

E. 1444.00

EL. 1445.00

10'-0"

PLAN VIEW - PUMP STATION REBARS

SECTION - REBARS

EL. 1423.50

20'-0"

#8 @ 12" (TYP.)

(TYP.)

3" CLR

(T Y

C L

(TYP.)

3" CLR

(T Y

C L

(T Y

C L

SCALE : 3/8" = 1'

#6 @ 12"

TOP SLAB

#8 @ 12"

FOOTING

#8 @ 12"

#6 @ 12"

TOP SLAB

#8 @ 12"

#6 @ 12"

#8 @ 12"

(TYP.)

#8 @ 12"

WALL

PUMP STATION

0 2' 4' 6'

WALL

PUMP STATION

AUXILIARY

FOOTING

PUMP STATION

AUXILIARY

FOOTING

PUMP STATION

FOOTING (TYP.)

1'-2"

(TYP.)

1'-2"

(T Y

#8 @ 12"

SCALE : N.T.S.

MIN.

18"

(T Y P

18" M

EACH FACE

EACH SIDE

2 - #6 BARS

(TYP.)

1'-2"

(TYP.)

1'-2"

(TYP.)

1'-2"

(T Y

(TYP.)

3" CLR (TYP.)

C N

E B

T S

U L L

(TYP.)

1'-2"

SCALE : N.T.S.

DETAIL - TYP. REINF. FOR AROUND OPENINGDETAIL - TYP. REINF. FOR SQUARE/RECTANGULAR OPENING

(TYP.)

EACH FACE

DIAGONAL

2 - #6 @ 4"

(T Y

(T Y P

1' -1 0"

RCP

BOTTOM OF THE DIAGONAL REBAR'S STANDARD HOOK TO BE 4" ABOVE THE BOTTOM OF THE SLAB.

NOTE: THE ENDING FOR THE REINFORCEMENT AT PIPE TO COMPLY WITH ACI 318 STANDARD HOOK.

(TYP.)

EACH FACE

#6 BAR

W E

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®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

-B

T N

E N

A M

S T P

A U

N E

S O

T A

S T P

A U

L D

T R

D E

S L

A K

N D

D E

S L

A K

D E

S L

A K

E S

U B R

E R B

A S

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

N D S

P C

N O

R T

H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

D E

S L

A K

H S

T P

O N

M E

C H

A N

A L

M-101

N K

T R

A N

S I

D D

L P

M -1 d g n

SCALE : 3/8" = 1'

SECTION

SCALE : 3/8" = 1'

SECTION

SCALE : 3/8" = 1'

0 2' 4' 6'

TOP SLAB

0 2' 4' 6'

P L

A N V

W A

N D S

E C

N S

22'-0"

10'-0"

8'-0"

22'-0"

20'-0"

12'-0"

10'-0"

PUMP

8" DIP

EL. 1445.00

EL. 1444.00

EL. 1425.00

EL. 1445.00

EL. 1444.00

FOOTING

GUIDE

LIFTING

GUIDES

LIFTING

TOP SLAB

PLAN VIEW - PUMPS LAYOUT

LADDER

GRAB BAR

1'-0"

FOOTING

EL. 1423.50

9'-0"

FOOTING

PUMP (TYP.)

1250 GPM

8'-0"

GRAB BAR

8" DIP (TYP.)

5'-0"

WALL

STATION

PUMP

10'-0"1'-0"8'-0"1'-0"

OPENING

HATCH

2'-6"x2-6"

OPENING

HATCH

2'-6"x3-8"

FOR 12" DIP

PENETRATION

WALL

STATION WALL

AUXILIARY PUMP

WALL

STATION

PUMP

STATION WALL

AUXILIARY PUMP

INLET

STEEL DECKING

CORRUGATED

INLET

L W

E B

T S

U L L

8" DIP

GATE VALVE

CHECK VALVE

12" DIP

(TYP.)

DECKING

STEEL

CORRUGATED

PUMP (TYP.)

1250 GPM

8"x12" CROSS

FOR 12" DIP

WALL PENETRATION

(TYP.)

GATE VALVE

8" DIP

(TYP.)

VALVE

CHECK

FOR 8" DIP (TYP.)

WALL PENETRATION

INSTALLATION AND REMOVAL

VALVE IN DRYWELL TO ALLOW

SIZE TO FIT LARGEST FITTING/

2'-6"x2-6" HATCH OPENING/

CONNECTION

COUPLING

DISCONNECT

WITH 4" QUICK

12" BLIND FLANGE

EL. 1433.00

(TYP.)

VENT PIPE

12" DIP

8"x12" CROSS

(TYP.)

8" DIP INLET

MATERIAL, (CLSM)

LOW STRENGTH

CONTROLLED

INLET

LADDER

GRAB BAR

FOR LAYOUT

SOCK, SEE CS501

GEOTEXTILE

PVC PIPE WITH

FOR LAYOUT

SOCK, SEE CS501

GEOTEXTILE

PVC PIPE WITH

6" VENT PIPE (TYP.)

W E

5'-0"

REDUCER

12" X 18" DIP

HDPE

18" (DIPS)

5'-0"

SEE NOTE 1

VALVE SUPPORT,

SEE NOTE 1

PIPE SUPPORT,

BOLTED CONNECTION

HARDWARE ON ALL

WITH STAINLESS STEEL

BE POLY-WRAPPED

ALL BURIED DIP SHALL

EL. 1436.50

GENERAL NOTE THIS SHEET

TO STRUCTURE WITH 2 1/2" EXPANSION BOLTS.

1. PIPE AND VALVE SUPPORTS SHALL BE 3"x3"x1/4" ANGLE (304 SS) FASTENED

CONNECT TO 8" DIP

DISCHARGE SIZE TO

IF REQUIRED BY PUMP

ADD REDUCER HERE

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®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

H1 H2H3 H4

X1X2

OFFHAND

AUTO

S3a

3 PHASE MOTOR

CIRCUIT BREAKER WITH

THERMAL OVER LOADS

CIRCUIT BREAKER WITH

MAGNETIC OVER LOADS

DUAL VOLTAGE

CONTROL TRANSFORMER

CIRCUIT BREAKER

3 PHASE

DISCONNECT

3 PHASE

POWER FUSE

TIMER CONTACT

N.O.T.C.

TIMER CONTACT

N.C.T.O.

TIMER CONTACT

N.O.T.O.

TIMER CONTACT

N.C.T.C.

LIQUID SWITCH N.O.

PUSHBUTTON N.O.

PUSHBUTTON N.C.

PUSHBUTTON

DOUBLE CIRCUIT SWITCH

HANDS-OFF-AUTO SWITCH

THROW SWITCH

SINGLE POLE DOUBLE

SELECTOR SWITCH

ON OFF SWITCH

DOUBLE POLE DOUBLE THROW SWITCH

DOUBLE POLE SINGLE THROW SWITCH

TWO FEILD WIRING CONNECTIONS

HEATING ELEMENT

SEPARABLE CONNECTOR

PUSH TO TEST PILOT LIGHT

PILOT LIGHT

RED PILOT LIGHT

GREEN PILOT LIGHT

AMBER PILOT LIGHT

MOTOR

EARTH GROUND

CONTROL FUSE

CONTROL RELAY

CIRCUIT BREAKER

CLOSED RELAY (STANDARD)

OPEN RELAY (STANDARD)

SOLENOID

SINGLE FEILD CONNECTION

AUDIBLE DEVICE

PLUG AND RECEPTACLE

MOTOR STARTER

CONTACTOR

THERMOSTAT

SPECIAL RECEPTACLE

PE = PHOTO ELECTRIC CONTROL

Y = FIXTURE TYPE

R = RECESSED

78"= MOUNTING HEIGHT

L2 = PANEL & CIRCUIT NO.

b = SWITCH NO.

LIGHT FIXTURE, WALL BRACKET

FLUORESCENT LIGHT FIXTURE

A=TYPE a=SWITCH CONTROL

JUNCTION BOX

SWITCH a= FIXTURE CONTROLLED

3-WAY SWITCH a= FIXTURE CONTROLLED

HOME RUN - LETTERS INDICATE PANEL NAME.

NUMBERS INDICATE CIRCUIT NUMBERS.

SURFACE MOUNTED CONDUIT

CONDUIT CONCEALED IN WALL OR CEILING

CONDUIT CONCEALED IN FLOOR.

1X4 FLUORESCENT LIGHT FIXTURE

POWER OR DISTRIBUTION CABINET

POWER OR LIGHTING PANEL BOARD

DISCONNECT SWITCH

DUPLEX RECEPTACLE

EMERGENCY LIGHT - WALL PACK

PUSH BUTTON STATION

WALL MOUNTED CLOCK.

EXTERIOR MOUNTED FIRE ALARM STROBE

TELEPHONE OUTLET - 1 GANG BOX WITHƒ" CONDUIT

CONDUIT STUBBED THROUGH WALL ABOVE CEILING,

CONDUIT BUSHED ON BOTH ENDS.

ABBREVIATIONS

M.H.

E.F.

GFP

L.T.

P.C.

M.O.D.

A.S.

P.B.

C.B.

EXIST.

INT.

SEL.

AUX.

REL

STP.

STR.

TOG

THERMO.

HOA

ALT.

FVNR

CONT.

M.C.C.

OWN

E.S.

MOUNTING HEIGHT

POWER FACTOR

NUMBER

SWITCH

EXHAUST FAN

FUSE

STAINLESS STEEL

COPPER

CURRENT TRANSFORMER

OVERLOADS

DIGITAL POWER METER

GROUND FAULT PROTECTION

LIQUID TIGHT

PHOTO CELL

MOTOR OPERATED DAMPER

AS SHOWN

PUSHBUTTON

CIRCUIT BREAKER

EXISTING

WITH

INTEGRAL

SELECTOR SWITCH (2 OR 3 POSITION)

AUXILIARY

RELAY

PILOT LITE - RED

"STOP" PUSH BUTTON CONTROL

"START" PUSH BUTTON CONTROL

TOGGLE SWITCH

THERMOSTAT

HAND-OFF-AUTO SELECTOR SWITCH

ALTERNATOR CONTROL

FULL VOLTAGE NON REVERSING STARTER

CONTRACTOR

MOTOR CONTROL CENTER

OWNER

EQUIPMENT SUPPLIER

CONTRACTOR

FLR

TEMP.

RECEPT.

SPEC.

GND.

FLOOR

TEMPERATURE

RECEPTACLE

SPECIAL

GROUND

A a

L2 R b

Y 78"

LP-3

-B

T N

E N

A M

S T P

A U

N E

S O

T A

S T P

A U

L D

T R

D E

S L

A K

N D

D E

S L

A K

D E

S L

A K

E S

U B R

E R B

A S

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

N D S

P C

N O

R T

H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

D E

S L

A K

H S

T P

O N

E L E

C T

A L S

Y M

B O

L S A

N D A

B B

R E

N S

E-001

N K

D B

A N

S I

D D

L P

A E -0 d g n

GENERAL NOTES THIS SHEET

D E

S L

A K

H S

T R

E E

T P

O N

P U

M P S

T A

ELECTRICAL SYMBOLS AND ABBREVIATIONS

SCALE : N.T.S.

OVER THIS SHEET.

3. ITEMS CALLED OUT ON SPECIFIC DETAILS TAKE PRECEDENCE

SPECIFICATIONS.

UNLESS NOTED OTHERWISE ON THE DRAWINGS OR IN THE

FINISHED FLOOR. MOUNTING HEIGHTS SHOWN ARE TYPICAL,

2. ALL MOUNTING HEIGHTS ARE TO CENTER OF DEVICE ABOVE

SYMBOLS MAY APPEARS ON THIS PROJECT.

1. THESE SYMBOLS COMPRISE A STANDARD LIST, NOT ALL

ELECTRIC SYMBOLS NOTES:

U L L

B M

E B

W E

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®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

-B

T N

E N

A M

S T P

A U

N E

S O

T A

S T P

A U

L D

T R

D E

S L

A K

N D

D E

S L

A K

D E

S L

A K

E S

U B R

E R B

A S

E L E

V A

N D

A T

U M

V E

R T

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Feb 5, 2021.