W912P620B002_113244_Levee_37_Pump_Station_Upgrade_Village_Mt_Prospect_RTA_PLANS(04-Sep-2020).pdf

PDF 25 MB Posted Sep 4, 2020

Attached to: LEVEE 37 PUMP STATION UPGRADE, VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS (USACE ACQUISITION)
Solicitation number: W912P620B0002
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

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Written by GovTribe AI · Dec 28, 2023

This notice announces a solicitation for construction services. The U.S. Army Corps of Engineers seeks a contractor to upgrade Levee 37 Pump Station in Mount Prospect, Illinois. Work will include constructing an additional 120 cubic feet per second pump station adjacent to the existing station and performing other improvements. Three 40 cubic feet per second submersible axial flow pumps will be installed inside the wet well to satisfy capacity needs. Competition is reserved for small businesses with a North American Industry Classification System code of 237110 and less than $39.5 million in annual revenue. The construction cost is estimated between $1,000,000 to $5,000,000. The solicitation will be issued as an invitation for bids downloadable only from the internet, with bids due by 2:00 pm Central Time on October 6, 2020. Bidders must register in the System for Award Management at the time of bid submission. The point of contact is Ericka Hillard at the U.S. Army Corps of Engineers Engineering District Chicago.

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Other files

File	Type	Posted
AMENDMENT NO 0007 W912P620B0002 LEVEE 37 PUMP STATION REPAIRS rgb.pdf	PDF	Oct 23, 2020
AMENDMENT NO 0006 W912P620B0002 LEVEE 37 PUMP STATION UPGRADE.pdf	PDF	Oct 20, 2020
Amendment No 0005 W912P620B0002 Levee 37 Pump Station Upgrades.pdf	PDF	Oct 15, 2020
AMENDMENT NO 0004 IFB W912P620B0002 LEVEE 37 PUMP REPAIRS.pdf	PDF	Oct 14, 2020
AMENDMENT 0003 TIME EXTENSION FOR BIDS W912P620B0002.pdf	PDF	Oct 2, 2020
PREBID MEETING ATTENDANCE - WEB EX PARTICIPATION W912P620B0002 LEVEE 37 PUMP UPGRD.pdf	PDF	Oct 2, 2020
AMENDMENT NO 0002 ADMIN CORRECTION W912P620B0002.pdf	PDF	Sep 16, 2020
AMD 0001 VIRTUAL PREBID MEETING W912P620B0002 LEVEE 37.pdf	PDF	Sep 16, 2020
Solicitation and Project Specifications W912P620B002 Levee 37 Pump Station Upgrade.pdf	PDF	Sep 4, 2020

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PROJECT LOCATION

SOIL DISPOSAL LOCATION

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

LEVEE 37 - PUMP STATION UPGRADE

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MOUNT PROSPECT, ILLINOIS

UPPER DES PLAINES RIVER

W912P6-20-C-00XX

CHICAGO DISTRICT

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US Army Corps

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SHEET INDEX

SHEET SHEET TITLE

NUMBER REFERENCE

1. G-001 LOCATION, VICINITY MAP AND SHEET INDEX

S-101

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11.

CD-101 CIVIL DEMOLITION SHEET

C-101 CIVIL PLAN VIEW

S-201

S-502

S-503

M-601

M-101

SECTION 1

SECTION 2

SECTION 3

SECTION 4

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M-302

M-303

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M-901 3D PRESENTATION

SCHEDULES

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M-501

M-502

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FSI INLET CONE DETAIL

FLAP GATE AND DUCKBILL DETAIL

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E-101

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E-301 STATION SECTION

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E-501

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E-502

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E-503

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E-601

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E-603

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PUMP STATION PLAN VIEW

STATION PLAN

DETAILS

POWER ONE LINE DIAGRAM

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G-101 WORK POINTS

SURVEY CONTROL POINTS AND BENCHMARK

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S-202 NEW FLOODWALL ELEVATION

ELEVATION VIEWS

DETAIL 1

DETAIL 2

DETAIL 3

DETAIL 4

TRASHRACK DETAIL

HEAD WALL DETAIL

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RIPRAP DETAILS

GUARDRAIL DETAILS

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C-102 SOIL DISPOSAL LOCATION

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G-002 GENERAL NOTES, LEGENDS AND SYMBOLS

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R-001

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REFERENCE DRAWING

R-002

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REFERENCE DRAWING

R-003

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REFERENCE DRAWING

R-004

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REFERENCE DRAWING

R-005

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REFERENCE DRAWING

R-006

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REFERENCE DRAWING

R-007

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REFERENCE DRAWING

R-008

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REFERENCE DRAWING

R-009 REFERENCE DRAWING

R-010 REFERENCE DRAWING

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SD-501 BACKFLOW STRUCTURE 1 DEMOLITION

S-507

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24.

S-508

S-509

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E-001

PANEL SCHEDULE

PUMP CONTROL DIAGRAM

LEGEND, ABBREVIATION & GENERAL NOTES

MCC ELEVATION

DETAILS

E-504 DETAILS

57.

S-510

S-511

S-512

BACKFLOW STRUCTURE 1 MODIFICATION DETAIL

HEADWALL DETAIL

MISCELLANEOUS DETAILS

CULVERT DETAILS

BACKFLOW STRUCTURE 1 MODIFICATION

BACKFLOW STRUCTURE 1 MODIFICATION DETAIL

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BACKFLOW STRUCTURE 1 DEMOLITION

ES-101 SITE PLAN

CLOSURE STRUCTURE #6 ADDITIONS PLAN VIEW

S-103

S-203

S-204

S-513

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SD-101

SD-102

SD-202

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PUMP STATION #2 DEMOLITION PLAN

CLOSURE STRUCTURE #6 DEMOLITION PLAN

CLOSURE STRUCTURE #6 DEMOLITION ELEVATION

PUMP STATION #2 DEMOLITION ELEVATION

PUMP STATION #2 ADDITIONS PLAN VIEW

CLOSURE STRUCTURE #6 ADDITIONS ELEVATION VIEW

PUMP STATION #2 ADDITIONS ELEVATION VIEW

CLOSURE STRUCTURE #6 ADDITIONS REINFORCEMENT DETAIL

PUMP STATION #2 ADDITIONS REINFORCEMENT DETAIL

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CERTIFIED FINAL DOCUMENTS - RTA

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CERTIFIED FINAL DOCUMENTS - RTA SEPTEMBER 4, 2020

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S-901 3D REPRESENTATIONS

DIRECTION OF CUT

DETAIL IS SHOWN

SHEET WHERE

SECTION IS SHOWN

SHEET WHERE

OF DETAIL

GRID LETTER/NUMBER

SECTION

GRID LETTER/NUMBER OF

GRID LETTER/NUMBER

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STORM MANHOLE

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WORK LIMITS

STANDARD ABBREVIATIONS

MONITORING WELL

WATER VALVE VAULT

FIRE HYDRANT

CATCH BASIN

WATER LEVEL

ELECTRIC HANDHOLE

GUY WIRE

WORK POINTWP

WORK LIMITWL

WELL POINTSWLP

VERTICALV

VERIFY IN FIELDVIF

TYPICALTYP.

STEEL SHEET PILESSP

REINFORCED CONCRETE PIPERCP

PIPE SLOPES

OCEAN SURVEYS, INC.OSI

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NATIONAL GEODETIC VERTICAL DATUMNGVD

MONITORING WELLMW

MINIMUMMIN

MANHOLEMH

LOCAL CONTROL PANELLCP

ILLINOIS DEPARTMENT OF TRANSPORTATIONIDOT

HORIZONTALH

HIGH WATER ELEVATIONHWL

GRATED MANHOLEG.M.H.

GRATE DRAING.D.

GRADE AT FOUNDATIONGF

FIRE HYDRANTFH

FINISH FLOORFF

EXTRACTION WELLEN

EXPANSION JOINTEJ

ELEVATIONELEV

ELECTRICAL MAN HOLEEMH

ELECTRICAL HAND HOLEEHH

DUCTILE IRON PIPED.I.P.

DIGITAL TERRAIN MODELDTM

DIAMETER AT BREAST HEIGHTDBH

DIAMETERDIA.

CORRUGATED METAL PIPECMP

CORPS OF ENGINEERSCOE

CONTRACTING OFFICER'S REPRESENTATIVECOR

CONSTRUCTION JOINTCJ

CENTERLINECL

CATCH BASINCB

ARMY CORPS OF ENGINEERSACOE

TREE

TELEPHONE LINE

LINE STYLES

SYMBOLS

WATER DOMESTIC MAIN

STORM DRAIN

EDGE OF WATER

-10 DESIGN CONTOUR

EXISTING CONTOUR-11

ELECTRICAL MANHOLE UTILITY POLE

CATCH BASIN ROUND

DETAIL INDICATOR

X# SCALE:

DRAWING AREA TITLE

TRIANGULATION POINT

SECTION INICATOR

W.L. AT '( )

ELECTRICAL PRIMARY

ELECTRICAL SECONDARY

DRAWING AREA TITLE INDICATOR

GAS LINE

CONDUITS

GENERAL NOTES

SANITARY FORCE MAIN

WATER MAIN

TELECOMFIBER OPTIC

LIGHT FIXTURE

WATER (PUBLIC MAIN)

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RIPRAP GRAVEL PATH

REQUIREMENTS MANUAL EM 385-1-1.

9. ALL WORK MUST BE IN ACCORDANCE WITH CORPS OF ENGINEERS SAFETY AND HEALTH

PRE-CONSTRUCTION CONDITION OR AS SPECIFIED IN THE PLANS AND SPECIFICATION.

8. ALL AREAS AND FACILITIES DISTURBED DUE TO CONSTRUCTION WORK MUST BE RESTORED TO

BECOME APPARENT, THE COR MUST BE NOTIFIED PRIOR TO START OF WORK.

7. THE CONTRACTOR MUST VERIFY ALL ELEVATIONS SHOWN ON THE DRAWINGS. IF DISCREPANCIES

ADDITIONAL COST TO THE GOVERNMENT IN A TIMELY MANNER.

LIMITS. UTILITIES DAMAGED DURING CONSTRUCTION MUST BE REPAIRED OR REPLACED AT NO

6. THE CONTRACTOR MUST BE RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES WITHIN THE WORK

DISCREPANCIES TO THE COR.

BY THE CONTRACTOR IN THE FIELD. THE CONTRACTOR MUST IMMEDIATELY REPORT ANY

5. UTILITIES AND SITE FEATURES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND MUST BE VERIFIED

PRIOR TO PERFORMING ANY EXCAVATION.

4. THE CONTRACTOR MUST CALL J.U.L.I.E AND DIGGER AT 811 TO LOCATE UNDERGROUND UTILITIES

OF CONSTRUCTION AND MUST COMPARE THE SITE CONDITIONS AS INDICATED ON THE DRAWINGS.

3. THE CONTRACTOR IS RESPONSIBLE FOR EXAMINING ALL SITE CONDITIONS PRIOR TO COMMENCEMENT

RECOMMENDATIONS AND AS APPROVED BY THE GOVERNMENT.

2. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS

1. THE CONTRACTOR SHALL PERFORM ALL WORK WITHIN THE SPECIFIED WORK LIMITS.

CERTIFIED FINAL DOCUMENTS - RTA

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EXISTING EASEMENT

STATION #2

EXISTING PUMP

STRUCTURE #1

EXISTING BACKFLOW

EXISTING FLOODWALL

CONTINUES

EXISTING FLOODWALL

EXISTING FLOODWALL CONTINUES

EXISTING CLOSURE 6

EXISTING GUARDRAIL

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DES PLAINES RIVER

1104629.441979517.30WP23

1104614.301979451.48WP22

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1104689.051979448.41WP20

1104670.561979370.57WP19

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1104618.251979320.51WP15

1104639.141979319.29WP14

1104635.011979286.55WP13

1104615.021979290.46WP12

1104610.091979251.26WP11

1104636.151979247.97WP10

1104626.751979173.63WP9

1104600.551979178.39WP8

1104584.601979090.52WP7

1104556.771979088.52WP6

1104564.161979153.82WP5

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1104553.051979197.57WP3

1104570.881979352.82WP2

1104604.651979523.99WP1

EASTINGNORTHINGWORK POINT

GENERAL NOTES:

W O

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RIVER RD

LIMITS OF THIS CONTRACT IF DESIRED.

NEGOTIATE ADDITIONAL STAGING/STORAGE AREA OUTSIDE THE

WORK AREA AND STAGING/STORAGE AREA. CONTRACTOR MAY

2. WORK LIMITS ARE AS SHOWN ON THIS SHEET, WHICH INCLUDES

SPECIFICATION 01 10 00.

WITH IDOT UNDER THEIR PERMITTING PROCEDURES. REFER TO

THE IDOT ROW FOR RIVER RD MUST BE PRE-COORDINATED

1. ANY TEMPORARY LANE CLOSURES, OR OTHER ENCROACHMENTS INTO

NORTH

PLAN

SCALE: 1" = 10' 20' 40'0

WORK LIMITS - PLAN VIEW

CERTIFIED FINAL DOCUMENTS - RTA

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IDENTIFICATION

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IL EAST NAD83 STATEPLANE COORDINATES

HORIZONTAL & VERTICAL CONTROL POINTS

POINT

EASTING (X)

DESCRIPTION

ELEV. ELEV.

NORTHING (Y)

GENERAL NOTES

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PEASTER

SUBDIVIS

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LOT 3

LOT 2

LOT 1

LOT 2

LOT 1

LOT 3

MILWAUKEE

RIVER ROAD

SUBDIVISION

WILLOW WOODS

CONDOMINIUMS

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WOODVIEW MANOR

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FOREST

PRESERVE

FOREST

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4- -1 x x x x x x xx x

AMERICAN VERTICAL DATUM OF 1988 (NAVD88) U.S. FEET.

3. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH

AMERICAN DATUM OF 1983 (NAD83) U.S. FEET.

STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH

2. ALL COORDINATES SHOWN ARE REFERENCED TO THE ILLINOIS

AND INCLUDE COST ACCORDINGLY IN THE BID.

ASSESS THE EXISTING CONDITIONS AT THE TIME OF BIDDING,

CONTRACTOR SHALL TAKE ALL NECESSARY ACTIONS TO

MAY VARY AND DIFFER FROM THOSE SHOWN. THE

THAT TIME. EXISTING CONDITIONS DURING CONSTRUCTION

CHICAGO DISTRICT AND REPRESENTS CONDITIONS EXISTING AT

FROM A SEPTEMBER 2015 SURVEY PERFORMED BY USACE

1. THE SURVEY CONDITIONS SHOWN ON THESE DRAWINGS ARE

CONTROL POINT #12

CONTROL POINT #2

R I

A D

MAG NAIL637.282 1104541.39 1982253.3712

USACE DISK640.694 1105304.74 1980813.422

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30" DIA RCP

REMOVE EXISTING

CATCH BASIN

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ELECTRIC LINE

EXISTING UNDERGROUND

EXISTING GUARDRAIL

EXISTING PS #2

POWER LINES

EXISTING OH

AND BACKFLOW STRUCTURE #1

30" PIPE BETWEEN PUMP STATION #2

OPTION 1 WORK: DEMOLISH EXISTING

STRUCTURE NO. 6

EXISTING CLOSURE

THE LINE OF PROTECTION.

FOR REQUIREMENTS TO MAINTAIN

FOR NEW PUMP STATION. SEE NOTE 2

DEMOLISH ~24' EXISTING FLOODWALL

STRUCTURE #1 (OPT 1)

REQUIRED REVISIONS TO BACKFLOW

REFER TO STRUCTURAL SHEETS FOR

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GENERAL NOTES

OF THE PROPOSED PUMP STATION.

LOCATION OF THE COFFERDAM MUST BE NO MORE THAN 15' BEYOND THE WALLS

COFFERDAM, REFER TO SPECIFICATION 01 57 20.01 03 PARAGRAPH 3.1. THE

FOR COFFERDAM REQUIREMENTS. FOR PERMITTING RESTRICTIONS ON THE

THE ENTIRETY OF CONSTRUCTION. REFER TO SPECIFICATION SECTION 31 23 19

2. CONTRACTOR MUST MAINTAIN THE FLOODWALL LINE OF PROTECTION DURING

1. REFER TO SPECIFICATION SECTION 02 41 00 FOR DETAILS OF DEMOLITION.

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EXT. BURIED

EXT. GUARDRAIL

BOX CULVERT INLET 627

BOX CULVERT INLET 627'

BOX CULVERT INLET 628

FOR TIE-IN TO FLOODWALL

REFER TO STRUCTURAL SHEETS

EXISTING PS #2

4' x 6' BOX CULVERT (OPTION)

APPROXIMATE SHORELINE

INTO BOX CULVERT

TIE EXISTING 12" RCP LATERAL

STATION

NEW PUMP

BOX CULVERT INLET 627.6

TOWARD NORTH AT -2%

4' x 6' BOX CULVERT, SLOPE

TOWARD SOUTH AT -3.3%

5' X 5' BOX CULVERT, SLOPE

EXISTING CLOSURE #6

EL. = 628

EL. = 627EL. = 627

EL. 627.6EL. = 627.6

EL. = 628

INV. N = 628.18

RIM = 633.87

REMOVE EXISTING CB,

EXISTING CLOSURE #5

EXISTING, POSITIVE DRAINAGE

RESTORE GRADE TO

NEW PUMP STATION

STATION #2

EXISTING PUMP

STRUCTURE #1

EXISTING BACKFLOW

SEE NOTE 2

INVERT 627 AT PS OUTLET

WITH 45 DEGREE BEND,

5' RCP OUTLET PIPE

NOTE 3 (OPTION)

EXISTING STRUCTURE, SEE

STRUCTURAL REVISIONS TO CURB

CULVERT (OPTION)

75' OF CONCRETE

DUCK BILL VALVE OUTLET PROTECTOR

INVERT AT HEADWALL, 626.9.

OVER CULVERT

MAINTAIN MIN. 6" COVER

ALLOW FLOW OUT TO THE RIVER

AND NEW HEADWALL STRUCTURE TO

FINAL GRADE BETWEEN FLOODWALL

CULVERT

47' OF CONCRETE CULVERT

34' OF CONCRETE

(APPROX., VIF)

EXISTING GROUND

BOX CULVERT INLET 628

STRUCTURE #1

BACKFLOW

SEE NOTE 5

VIF,

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2 3 4 5 6 7 8 9 10

SHEET ID

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

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C T I

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U P

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L A

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U .S

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C-101

C -1

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P U

M P S

T A

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U L

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GENERAL NOTES

DES PLAINES RIVER

RIVER RD.

T/WALL=641.16

A1 20' 40'0HORIZONTAL SCALE: 1" = 10'; VERTICAL SCALE: 1" = 5'

PROFILE VIEW

P L

A N V

F L

O W

SCALE: 1" = 10' 10' 20'0

NORTH

PLAN

TRUE N

PLAN VIEW

A N

S I

R A

N A M

R A P .E

L C

V A

N D

E N

B E

R G P .E

R S

APPROPRIATE CLEARANCE FROM EXISTING HEADWALL STRUCTURE.

5. COORDINATE PLACMENT OF NEW HEADWALL IN FIELD WITH COR TO VERIFY

4. B/SHEET PILE IS AT EL 612.00 FROM CLOSURE #5 THROUGH CLOSURE #6.

EXISTING BACKFLOW STRUCTURE #1.

3. REFER TO SHEETS S-508 AND S-509 FOR DETAILS OF THE STRUCTURAL REVISIONS TO

2. PLACE RIPRAP AT HEADWALL APRON OUTLET PER SPECIFICATION 31 37 16.00 03.

OF THE WORK. SEE SHEET C-501 FOR DETAILS.

IDOT. IT MUST BE REINSTALLED IN KIND AT THE COMPLETION

TO COMPLETE THE WORK PROVIDING PROPER PERMITS ARE RECEIVED FROM

1. EXISTING GUARDRAIL IN WORK AREA MAY BE REMOVED AS NECESSARY

CERTIFIED FINAL DOCUMENTS - RTA

S E

P T

E M

B E

EXISTING FLOODWALL

GRADE TO DRAIN TO THE RIVER

SPOIL PLACEMENT LOCATION,

TO PROJECT AREA

APPROX. 400'

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

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U .S

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GENERAL NOTES

RIVER RD.

P L

A N V

SHEETS TO VERIFY LOCATION.

3. STATIONING SHOWN IS FOR AS-BUILT FLOODWALL, REFER TO REFERENCE

32 92 19 SEEDING.

2. ANY SOIL PLACED MUST BE STABILIZED IN ACCORDANCE WITH SECTION

TO THE FLOODWALL. GRADE TO DRAIN TO THE DES PLAINES RIVER.

SPECIFICATION SECTION 31 11 00, TO FILL THE EXISTING LOW SPOT ADJACENT

2. PLACE ANY EXCESS OR UNSUITABLE SOIL IN THE LOCATION SHOWN PER

EXACT LOCATION WITH COR.

ALONG THE EXISTING FLOODWALL, AT THE EXISTING LOW SPOT. COORDINATE

1. SPOIL LOCATION IS APPROXIMATELY 550' NORTH OF THE WORK AREA

GLOBAL ORIGIN ALIGNED WITH MASTER FILE

SCALE: 1" = 10' 10' 20'0

NORTH

PLAN

U E N

CERTIFIED FINAL DOCUMENTS - RTA

S E

P T

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B E

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N A M

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L C

L .V

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D B

D A

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C O

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R A

C T N

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K E

D B

D R

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U E D

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2 3 4 5 6 7 8 9 10

SHEET ID

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MATCHLINE TO SHEET C-102

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CERTIFIED FINAL DOCUMENTS - RTA

S E

P T

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A N

S I

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L C

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DETAIL THIS SHEET

SEE RIPRAP BEDDING

~9' OR MEET EXISTING RIPRAP

RIPRAP

FABRIC

GEOTEXTILE

RIPRAP

R M

E E

T E

G R

R A

RIPRAP

TIE INTO EXISTING

TO MEET EXISTING GRADE

SLOPE UP AT 2H:1V

(REFER TO S-102)

OUTLET HEADWALL

S O

A T

N N

D E

N E

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D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

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R A

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C H

E C

K E

D B

D R

A W

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U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

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PLAN VIEW OF RIPRAP BEDDING

N.T.S.

ELEVATION VIEW OF RIPRAP BEDDING

OR SIDE SLOPE AREA

ADJACENT DITCH INVERT

MATCH SURFACE ELEV. OF

N.T.S.

ELEVATION VIEW OF RIPRAP BEDDING

P U

M P S

T A

N A

N D N

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U L

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P L

A N V

GENERAL NOTES

PROPOSED RIPRAP QUANTITY.

COR IN FIELD TO VERIFY PLACEMENT LOCATION OF THE

PUMP STATION 2 AND CLOSURE 6 OUTLETS. WORK WITH

THE EXISTING RIPRAP EROSION PROTECTION AT THE

2. NEW RIPRAP WILL BE WORKED INTO AND SUPPLEMENT

SEE SPECIFICATION SECTION 31 37 16.00 03.

1. RIPRAP WILL BE 30" RR-5 WITH 6" CA-2 BEDDING STONE.

CERTIFIED FINAL DOCUMENTS - RTA

S E

P T

E M

B E

A N

S I

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N A M

R A P .E

L C

V A

N D

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B E

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D B

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U E D

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SHEET ID

1 98765432

SMOOTH FINISH TO NEWLY EXPOSED FACE

SAW CUT THROUGH WALL. APPLY

REMOVE FOOTING FLUSH WITH WALL

REMOVE EXISTING CULVERT AND SADDLE

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A R

M Y C

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C T I

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SCALE: 3/4" = 1'

CLOSURE STRUCTURE #6 DEMOLITION PLAN

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CERTIFIED FINAL DOCUMENTS - RTA

S E

P T

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1 2

REMOVE EXISTING CULVERTS AND SADDLES

30" DIA. PIPE

/ I / I /

/ A'

30" DIA. PIPE

PUMP STATION #2 DEMOLITION PLAN

SCALE: 112" = 1'

... \Levee 37 _Pump Station Upgrade Project-113244\40 - Geospatial Data\Drawings\CAD_BIM\__Sheets\113244_8D102.dgn

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SAWCUT CONCRETE TO

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GENERAL NOTES

1. SAWCUT CONCRETE TO FULL DEPTH AND CUT SHEETPILE TO CUT LINE

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2. REMOVE AND DISPOSE OF EXISTING HANDRAIL WITHIN FLOODWALL

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BACKFLOW STRUCTURE 1 DEMOLITION

SCALE: 1 /2" = 1'

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PROVIDE SHORING WHERE NEEDED

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GENERAL NOTES

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S-101

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6' x 4' culvert

5' x 5' culvert stairs

5' PIPE CULVERT

REFER TO S-510 FOR DETAILS

0 1' 2' 4' 6'

PLAN NORTH

LIGHT POLE

1. COVER FOR FOUNDATION SHALL BE 4" COVER FOR

WALLS SHALL BE 3" COVER FOR CEILING SHALL BE 3"

UNLESS SPECIFIED OTHERWISE

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FOUNDATION, #7 BAR FOR WALLS, AND #8 BAR FOR

CEILING UNLESS SPECIFIED OTHERWISE

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ALLIGN NEW SUPPORT STRUCTURE WITH OPENING

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NEW 5' x 5' CULVERT

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APPLY A SMOOTH FINISH TO NEWLY EXPOSED SURFACE

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SHEET ID

S-102

z ti:

ii':

E.J.

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

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

SHEET ID

1 98765432

ALIGN NEW STRUCTURES WITH OPENING

DESIGN OF THE CONNECTION ACCORDINGLY

THE CULVERT CONNECTION AND ADJUST THE

FIELD VERIFY THE ANGLE AND SLOPE OF

APPLY A SMOOTH FINISH TO NEWLY EXPOSED SURFACE

INSTALL 3/4" WATERSTOP AROUND CIRCUMFRENCE OF CULVERT

NEW 6' X 4' CULVERT

6' X 4' CULVERT

EXISTING PUMP STATION #2 STRUCTURE

EXISTING FLOODWALL

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:03:25 PM 9/4/2020

...\Levee 37_Pump Station Upgrade Project-113244\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\113244_S-103.dgn

O J E

C T I

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

O J E

C T I

E N

A M

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

Y E L

E F F

L E

R P

P L

A N V

P U

M P S

T A

D D

N S

S-103

J H

J E

R E

M Y H

A R

W P -2

-C -0

U N

T P

R O

S P

E C

L E

V E

U M

P S

T A

N U

P G

R A

D E

U P

P E

R D

E S P

L A

E S R

E R

W P -2

-B -0

F A

Y E L

E F F

L E

R P

P L

A N V

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M P S

T A

D D

N S

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SCALE: 1/2" = 1' 0 2' 4'1'

NORTH

PLAN

T R

U E N

S -1

.d g n

PLAN OF PUMP STATION #2 ADDITIONS PLAN VIEW

K S

A N

S I

CERTIFIED FINAL DOCUMENTS - RTA

S E

P T

E M

B E

S-204

BOTTOM OF FOUNDATION

620' - 7"

GRADE

633' - 0"

TOP OF PS

642' - 0"

INVERT

627' - 0"

14' - 4"

11' - 7" 27' - 11"

30' - 8"

9' - 6" ø 5' - 0"

TOP OF FLOODWALL

641' - 6"

12' - 10"

9' - 0"

BOTTOM OF FOUNDATION

620' - 7"

GRADE

633' - 0"

TOP OF PS

642' - 0"

INVERT

627' - 0"

25' - 0"

30' - 6"

2' - 9"

TOP OF FLOODWALL

641' - 6"

1' - 6"

D2 ELEVATION VIEW LOOKING SOUTH

1/4" = 1'-0"A2 NEW PUMPSTATION ELEVATION VIEW LOOKING EAST

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

D R

G C

O D

2 3 4 5 6 7 8 9 10

U S

Y C

O R

, 2

, P E

C H

O D

T, S

, I L

M P

E M

O U

N T

T, IL

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3/12/2020 2:20:03 PM

S-201

P U

O N

W S

5' X 5' CULVERT

ABUTMENT

1' CONCRETE RAISE

ABUTMENTABUTMENT

5' X 5' CULVERT 6' X 4' CULVERT

5' DIA PIPE

OPENING

RIVERSIDE

LAND SIDE

EXISTING

FLOODWALL

EXISTING FLOODWALL

0 4'2' 8'

1/4" = 1'

TOP OF FENCE AND GATE SHALL BE 8' ABOVE THE TOP OF THE STRUCTURE

GATE MUST ATTACH

AND LOCK TO FENCE

AND CREATE A FULL

CLOSURE

K D

N D

1 2 3

EXISTING PUMP STATION - #e

E.J.

30'-0" r----i ----,----r----.----,----r----r---,----T----r----

1------ C"

L - l ' ' i I I I I--------------------�---i r - - - I

---------------------L ---

PUMP STATION PROFILE

SCALE: 1/4" = 1'

I I I I I I

... \Levee 37 _Pump Station Upgrade Project-113244\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\113244_3-202.dgn

10:22:42 AM 9/4/2020 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

C.J.

4 5 6

NEW PUMP STATION

E.J.

WALL JOINT SEAL SEE A7 TO S-506

TIPS EL. 642.0

- r - - - -.- - - - 7 - - - - T - - - - 1- - - - 7 - - - - 1

I I I

B/ FDN EL. 620' 7"

I==================================== T/SSP L. 620.5

C.J.

9 10

GENERAL NOTES

1. REFER TO SPECS AND S-504 FOR WATERSTOP DETAILS

2. STOP REINFORCEMENT A MIN. OF 2" FROM THE JOINT AT THE EXPANSION

JOINT.

3. WATER TIGHTNESS SHALL BE ACHIEVED WITH NEW CONSTRUCTION.

4. CONTRACTOR RESPONSIBLE TO FEILD VERIFY LOCATION PRIOR TO

CONSTRUCTION

E.J.

EXISTING FLOODWALL EXISTING CLOSURE #6

TIWALLEL 6415

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B/CONC EL 628 5

US Army Corps of Engineers®

z ii':

ELEVATION OF CONCRETE EMBED SEE NOTE 1 ON S-501

EXISTING SSP (AZ19-700)

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SHEET ID

S-202

1 2 3

... \Levee 37 _Pump Station Upgrade Project-113244\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\113244_8-203.dgn 2:09:32 PM 9/4/2020 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

EL. 634.21 VERIFY IN FIELD

EL. 626.21 VERIFY IN FIELD

NEW 5' X 5' CULVERT

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CLOSURE STRUCTURE #6 ADDITION ELEVATION VIEW

SCALE: 1/2" = 1'

EXISTING CLOSURE STRUCTURE #6

0 1' 2' 4'

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US Army Corps of Engineers® en z l o

<I'. $ co w 'l'I: -w> a:: z ::J 0I- - () 1- ::J :;:

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SHEET ID

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EL. 632.76 VERIFY IN FIELD

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NEW6' X4' CULVERT

EL. 627.41 VERIFY IN FIELD

EL. 625.74 VERIFY IN FIELD

B2 S-103 B2

PUMP STATION #2 ADDITIONS ELEVATION VIEW

SCALE: 1/2" = 1'

... \Levee 37 _Pump Station Upgrade Project-113244\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\113244_8-204.dgn 2:12:08 PM 9/4/2020 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

O O I

I o o I r--------1

---------------7

EXISTING PUMP STA TION #2

0 0

0 0 r----

B 9

EL. 641.21 VERIFY IN FIELD

0 1' 2'

US Army Corps of Engineers® en z

0 $

=II, 0

Z-

0 I- I- :;:

en wI- -' en w Cl..

::i:

::J Cl..

SHEET ID

S-204 z ti:

ii':

1' - 6"

0" 2'

1' - 6"

10' - 0"15' - 6"

1' - 6"

13' - 0"32' - 0"

A1 S-505

E1 S-505

S-506

E1 S-506

3' - 0"

1' - 6" 1' - 6"

5' - 4"

2' - 0"

4' - 0"

1' - 6"

A1 S-504

A1 S-502

5' - 3"

0' - 4"

4' - 8"

13' - 8"

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

D R

G C

O D

2 3 4 5 6 7 8 9 10

U S

Y C

O R

, 2

, P E

C H

O D

T, S

, I L

M P

E M

O U

N T

T, IL

CERTIFIED FINAL DOCUMENTS - RTAG:\CADD\Levee 37_Pump Station Upgrade Project-113244\8_27_2019\LV 37 Structural 100%.rvt

3/12/2020 4:34:33 PM

S-501

N D

1/2" = 1'-0"A1 PUMPSTATION DETAIL 1

EXISTING SHEET PILE

#9 @ 12" #9 @ 12"

#9 @ 12"

#7 @ 6" TYP FOR ALL WALLS

TRASH RACK

REFER TO SHEET S-506

FOR DETAILS

4" COVER

3" COVER

4" COVER

3" COVER

4" COVER

ALL AROUND

BEAM

4" COVER

ALL AROUND BEAM

CONCRETE EMBED

SEE NOTE 1

0 2'1' 4'

1. #6 BAR TO GO THROUGH EVERY OTHER FLANGE

OF EXISTING SHEET PILE

LAND SIDE

RIVER SIDE

G6 S-101

LAP WIDTH 4"

LAP WIDTH 4" LAP WIDTH 4"#4 bar @ 12in

#8 @ 12"

#8 @ 6"

#8 @ 4"

#4 @ 12"

2" COVER FOR CONCRETE

RAISE ONLY

2" COVER ONLY

ON TOP OF AREA

#8 @ 12"

#8 @ 12" M

K D

N D

CONSTRUCTION JOINT

GENERAL NOTES

#6 BAR

S-503

A1 S-501

A1 S-505

E1 S-505

D6 S-505

8' - 0" 1' - 6" 15' - 6" 1' - 6" 10' - 0" 1' - 6"

6"5' - 0"

6' - 0"

4' - 2"

2' - 8"

2' - 6"

1' - 8"

5' - 0"

4' - 4" 20' - 0"

39' - 6"

15' - 6" 4' - 4" 19' - 8"

11' - 0"

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

D R

G C

O D

2 3 4 5 6 7 8 9 10

U S

Y C

O R

, 2

, P E

C H

O D

T, S

, I L

M P

E M

O U

N T

T, IL

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3/13/2020 6:26:56 PM

S-502

N D

EXISTING FLOODWALL

D10

S-501 0 2'1' 4'

EXISTING FLOODWALL

ABUTMENT

LADDER

#7 @ 6"

SEE NOTE 1

1. ALL REBAR DETAIL ON OUTSIDE WALLS OF

STRUCTURE ARE TO BE #7 BAR @ 6". ALL REBAR

DETAIL ON INSIDE WALLS OF STRUCTURE ARE TO

BE #7 BAR @ 6"

2. "*" CONTRACTOR RESPONSIBLE TO FEILD VERIFY

LOCATION AND IVERT PRIOR TO CONSTRUCTION

6' X 4'

CULVERT

5' X 5' CULVERT EXISTING FLOODWALL TO

ABUTMENT

CONNECTION SEE S-504

DETAIL E8

LAND SIDE RIVER SIDE

PIPE CULVERT

1/2" = 1'-0"A1 PUMPSTATION DETAIL 2

LADDER

EXISTING FLOODWALL TO ABUTMENT

CONNECTION SEE S-504 DETAIL E8

FOR COVER AND

REBAR INFORMATION

ON ABUTMENT SEE S-504

FOR CULVERT AND PIPE CONNECTION DETAILS

SEE S-508

K D

N D

GENERAL NOTES

3" COVER

4" COVER FOR ABUTMENT

#8 @ 12"

S-505

A1 S-505

E1 S-505

D6 S-505

3' - 0"

5' - 4"1' - 4" 0' - 10"

4' - 5"

1' - 6"

2' - 9"2' - 9" 10' - 0"

E1 S-506

3' - 4"

7' - 0"

A1 S-504

2' - 6"

A1 S-502

5' - 9"

3' - 11"

1' - 6"

5' - 11"

3' - 7"

S-506 A4

4' - 8"

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

D R

G C

O D

2 3 4 5 6 7 8 9 10

U S

Y C

O R

, 2

, P E

C H

O D

T, S

, I L

M P

E M

O U

N T

T, IL

CERTIFIED FINAL DOCUMENTS - RTA G:\CADD\Levee 37_Pump Station Upgrade Project-113244\8_27_2019\LV 37 Structural 100%.rvt

3/17/2020 9:28:14 AM

S-503

N D

1/2" = 1'-0"A1 PUMPSTATION DETAIL 3

TRASHRACK

SEE S-506 FOR DETAILS

G4 S-101

RIVER SIDE LAND SIDE

SEE NOTE 1 ON S-501

0 2'1' 4'

K D

N D

EXISTING SHEETPILE

3' - 0" 5' - 3" 1' - 6" 4' - 8" 2' - 0" 3' - 4" 1' - 6"

5' - 8" 2'

6' - 0"

S-504 E8

4' - 4"

4' - 4" 20' - 0"

19' - 8"

S-504 C8

A7 S-506

0' - 3"

4" 0'

0' - 4"

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

D R

G C

O D

2 3 4 5 6 7 8 9 10

U S

Y C

O R

, 2

, P E

C H

O D

T, S

, I L

M P

E M

O U

N T

T, IL

CERTIFIED FINAL DOCUMENTS - RTA\\155.79.119.200\GIS\GIS-DATA\CADD\Levee 37_Pump Station Upgrade Project-113244\8_27_2019\LV 37 Structural 100%.rvt

3/13/2020 6:22:08 PM

S-504

N D

1/2" = 1'-0"A1 PUMPSTATION DETAIL 4

1" = 1'-0"E8 TYP. WALL JOINT DETAIL

0 2'1' 4'

1. CONTRACTOR IS RESPONSIBLE TO FEILD VERIFY

CONNECTION OF THE FLOODWALL TO THE ABUTMENT

TO ENSURE CONNECTION IS PROPER

FLOODSIDEPROTECTED SIDE

PROTECTED SIDE FLOODSIDE

SAWCUT REBAR AND SHEETPILE

FILL AND

CAP REBAR

1/2" PERFORMED

JOINT FILLER

0 1'0.5' 2'

3" = 1'-0"C8 TYP " L " TYPE WATERSTOP DETAIL

1/2" DIAM

1/2" R

0 0.125' 0.25' 0.5' 0.75'

9/16" DIAMETER HOLE 12" OC

FOR 1/2" DIAMETER BOLTS

SEE DETAIL E8 ON S-504 FOR FLOODWALL

TO ABUTMENT CONNECTION

E9 S-501

L TYPE WATERSTOP TO GO CONTINUOUS

ALONG THE WALL

REFER TO SPECS REGARDING L TYPE

WATERSTOP MATERIAL

2. "*" FEILD VERIFY FLOODWALL AND ADJUST

ABUTMENT AS NEEDED

REMOVE 3" OF REBAR

AND FILL WITH NON-SHRINK GROUT

#8 @ 12"

7 @ 6" 7 @ 6"

#7 @ 6"

#8 @ 12" #8 @ 12"

#8 @ 12"

4" COVER

3" COVER

K D

N D

ABUTMENT

EXISTING FLOODWALL

GENERAL NOTES

0' - 2"

0' - 1" 0' - 1"

0' - 0 9/16" 5/16" R

SEAL RETAINING BAR

REFER TO SEAL RETAINING BAR

DETAIL A8 ON S-504

SEAL RETAILING BAR DETAILA8

0 1"0.5" 2"12" = 1'-0"

C.R.S

4" 1'

7" ø 2' - 10" ø 2' - 10" ø 2' - 10" ø 0' - 10"

3' - 0"

30' - 6"

2' - 9"

5" 3'

6" 0'

7" 2'

6" 0'

S-508 A1

S-508 A3

E1 S-508

E4 S-508

B5 S-508

5" 0'

S-505 A6

E7 S-508

25' - 0"

4" 4'

1' - 6"1' - 3 5/32"

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

D R

G C

O D

2 3 4 5 6 7 8 9 10

U S

Y C

O R

, P E

C H

O D

T, S

, I L

M P

E M

O U

N T

T, IL

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3/16/2020 3:51:55 PM

S-505

N D

3/8" = 1'-0"D6 SECTION VIEW- PUMPSTATION

3/8" = 1'-0"E1 SECTION VIEW-INLET

3/8" = 1'-0"A1 SECTION VIEW- DISCHARGE AREA 3/4" = 1'-0"A6 PIPE CULVERT CONNECTION DETAIL

STEEL JOINT

FILLER RING

STEEL JOINT

#6 @ 12"

B4 S-503

B8 S-503

B3 S-503

SMOOTH CONCRETE

FINISH SEE

SPECIFICATIONS

BEAM CORNER DETAIL

TYP.

INSTALL 3/4" HYDROPHILIC WATERSTOP

AROUND CIRCUMFERENCE OF CULVERT

INSTALL 3/4" HYDROPHILIC WATERSTOP

AROUND CIRCUMFERENCE OF CULVERT

K D

N D

0 1' 2' 4' 6'

0 1' 2' 4' 6' 0 0.5' 1' 2' 3'

5' DIAM. RCP

S-506 D7

/3 2"

30' - 6"

22' - 0"

A1 S-506

0' - 6 3/4"

A6 S-506

1' - 8"

6" 1'

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

D R

G C

O D

2 3 4 5 6 7 8 9 10

U S

Y C

O R

, 2

, P E

C H

O D

T, S

, I L

M P

E M

O U

N T

T, IL

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3/16/2020 6:21:48 PM

S-506

S D

1/2" = 1'-0"E1 TRASH RACK ELEVATION

1" = 1'-0"D7 TRASH RACK BAR DETAIL

BAR SPACING 2IN CLEAR

SPACING

BAR SIZE

1/2" BY 2"

DEEP

3/4" = 1'-0"C1 ELEVATION VIEW-STAIR PAD

3/4" = 1'-0"A1 PLAN VIEW- STAIR DETAIL

#7 @ 8"

3" COVER

0 0.5' 1' 2' 3'

S101

1/2" THICK STEEL PLATE

REFER TO SPECS ON STAIRS

EMBED EPOXY ANCHORS

TO THE DEPTH RECOMMENDED

BY THE ANCHOR MANUFACTORER

TO OBTAIN THE THE SPECIFIED ANCHOR CAPACITY

3/8" STEEL

EXPANSION ANCHOR,

TYP

1/2" = 1'-0"A4 LADDER DETAIL

0 2'1' 4'

S503 0 2'1' 4' 0 0.25' 0.5' 1' 1.5'

FOR TRASH RACK CONNECTION DESIGN REQUIREMENTS

PLEASE SEE SPECIFICATIONS

APPROPRIATE BEDDING TO

BE PLACED AND COMPACTED

BENEATH PAD

TOP RUNG SHALL BE 12"

OR LESS FROM ACCESS

SURFACE

12" MAX TYP.

BOTTOM RUNG SHALL BE 12" MAX ABOVE

ACCESS SURFACE

LADDER SUPPORTS

SEE SPECIFICATIONS

LADDERS SHALL BE

GALVANZIED STEEL

1/2" = 1'-0"A6 TYP. LADDER DETAIL SIDE

0 2'1' 4'

HANDRAIL ATTACHED PER

MANUFACTURE'S

RECOMMENDATIONS TYP

TELESCOPING SAFETY POST

ATTACHED TO THE LADDER RUNGS

1/2" = 1'-0"A7 ELEVATION VIEW TYP WALL JOINT SEAL

TOP OF FLOODWALLTOP OF

ABUTMENT

TOP OF SHEETPILE

FOR ELEVATION INFORMATION

PLEASE SEE S-202

1/2" DIAM. ANCHOR BOLTS,

12" O.C

TYPICAL WALL SEAL JOINT DETAIL SEEN ON S-504

ON E8 AND C8

K D

N D

1 1/2" BOLT ON

EACH END

SEAL PLATE

0 2'1' 4'

S-507 C1

S-507 A1

3' - 9"

S-507 A3

F7 S-507

D7 S-507

C7 S-507

A7 S-507

4' - 0" 5' - 11"5' - 4" 4' - 5"

5' - 0"

4' - 0"

0' - 11"

0' - 4 1/2"

0' - 2"

2" 0'

0' - 2"

0' - 0 1/2"

0' - 4 1/2"

1' - 4"

0' - 11 1/2"

2" 0'

0' - 4 1/2"

0' - 2 1/2" 0' - 5" 0' - 4"

0' - 4 1/2"

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C O

N O

N N

D R

G C

O D

2 3 4 5 6 7 8 9 10

U S

Y C

O R

, 2

, P E

C H

O D

T, S

, I L

M P

E M

O U

N T

T, IL

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3/6/2020 11:56:58 AM

S-507

S D

C H

D B

K D

N D

1/4" = 1'-0"F7 FENCE ELEVATION- LOOKING NORTH

1/4" = 1'-0"C7 FENCE ELEVATION- LOOKING WEST

1/4" = 1'-0"D7 FENCE ELEVATION- LOOKING SOUTH

1/4" = 1'-0"E1 GRATING AND FENCE DETAIL

1/4" = 1'-0"A7 FENCE ELEVATION - LOOKING EAST

ABUTMENT

0 4'2' 8'

GATE STRUCTURE WILL BE ADDED IN ACCORDANCE WITH SPECIFICATION

32 31 13 CHAIN LINK FENCES AND GATES COMPLETE WITH LOCKING MECHINISM

1 1/2" = 1'-0"C1 FACE FENCE BRACKET- DETAIL

EMBED EXPANSION ANCHOR

TO THE DEPTH RECOMMENDED

BY THE ANCHOR MANUFACTURER

TO OBTAIN THE SPECIFIED

ANCHOR CAPACITY

0 0.25' 0.5' 1' 1.5'

NOTES:

FENCES SHALL BE DESIGNED TO BE CONSISTANT THOSE ON

ADJACENT CLOSURE STRUCTURES.

APPROX. HEIGHT: TOP OF FENCE SHALL BE 8' ABOVE THE TOP

OF THE STRUCTURE

ALL GATE COMPONENTS SHALL CONFORM TO SPECIFICATIONS

ALL STEEL PLATE USED TO FABRICATE THE FENCE BRACKETS

SHALL BE ASTM A36

CONTRACTOR REFER TO SPECIFICATION 32 31 13 CHAIN LINK

FENCES, GATES, AND ALL FENCE AND GATE COMPONENTS

* CONTRACTOR RESPONSIBLE FOR DESIGNING GRATING AND

GRATING OPENINGS SEE SPECIFICATIONS

1 1/2" = 1'-0"C3 SIDE ELEVATION FENCE BRACKET TYP

0 0.25' 0.5' 1' 1.5'

1/4

3/16

WELD PIPE SLEEVE TO FACE

OF 1/2" PL

TYP

1/2"

GATE

LIGHT POLE

1/4" TYP

FENCE POST GALVANZIED STEEL

EXPANSION ANCHOR, TYP.

1 1/2" = 1'-0"A1 CORNER FENCE BRACKET - DETAIL

0 0.25' 0.5' 1' 1.5' A3 SIDE ELEVATION CORNER FENCE BRACKET TYP

SLEEVE 1/2" OUT FROM THE FACE OF THE STRUCTURE

EMBED EXPANSION ANCHOR

TO THE DEPTH RECOMMENDED

BY THE ANCHOR

MANUFACTURER

TO OBTAIN THE SPECIFIED

ANCHOR CAPACITY

1/2" PL

3" DIAM STANDARD WEIGHT

ASTM A53 STEEL PILE SLEEVE TYP.

(4" DIAM. FOR THE GATE POST PIPE SLEEVE)

1/4" TYP

0 0.25' 0.5' 1' 1.5'

(5 1/2" FOR GATE

POST BRACKET)

(5 1/2" FOR GATE

POST BRACKET)

(5 1/2" FOR GATE

POST BRACKET)

(5 1/2" FOR GATE

POST BRACKET)

3" DIAM STANDARD WEIGHT

ASTM A53 STEEL PILE SLEEVE TYP.

(4" DIAM. FOR THE GATE POST PIPE SLEEVE)

1/4" WEEP HOLE TYP.

1/4

TYP

WELD PIPE

SLEEVE TO

FACE OF

1/2" PL 1/4

CONTRACTOR MUST HAVE ATLEAST 5 GRATING SECTIONS

PER LENGTH TYP.

CONTRACTOR SHALL DESIGN GRATING TO FIT AROUND PIPE PENETRATIONS

SEE SPECIFICATIONS

GRATING 4' 5" BY 4' 5"

HINGED GRATING COVER

MUST BE 4' BY 4'

GRATING 5' BY 5' SHALL

BE CENTERED AROUND LADDER

GRATING OPENING

ALL GRATING COVERS MUST BE LOCKED

WITH PADLOCKS SEE SPECIFICATIONS

CONTRACTOR MUST HAVE ATLEAST

5 GRATING SECTIONS

HINGED GRATING COVERS

CONTRACTOR MUST VERIFY

OPENINGS AROUND

LADDERS

MUST BE ADEQUATE TYP

STOP SHALL

BE PLACED TO

KEEP GATE

FROM HITTING

LIGHTPOLE

LIGHT POLE

HINGE

9' - 2"

0' - 9"

9' - 0"

0' - 9"

0" 0'

3' - 0"

0" 0'

3' - 0"3' - 0"

8' - 0"

1' - 0"

- 3

- 0

1' - 0"

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

D R

G C

O D

2 3 4 5 6 7 8 9 10

U S

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, P E

C H

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T, S

, I L

M P

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N T

T, IL

CERTIFIED FINAL DOCUMENTS - RTA\\155.79.119.200\GIS\GIS-DATA\CADD\Levee 37_Pump Station Upgrade Project-113244\8_27_2019\LV 37 Structural 100%.rvt

3/16/2020 5:57:04 PM

S-508

C U

T D

3/4" = 1'-0"E1 6' X 4' CULVERT CRADLE DETAIL

3/4" = 1'-0"E4 5' X 5' CULVERT CRADLE DETAIL

#6 @ 12"

1/2" = 1'-0"A1 6 X 4 CULVERT CONNECTION DETAIL 1/2" = 1'-0"A3 5 X 5 CULVERT CONNECTION DETAIL

3/4" = 1'-0"E7 DISCHARGE PIPE CRADLE DETAIL

5' RCP

3/4" = 1'-0"B5 TYP. REINF AROUND RECTANGULAR OPENING

3/4" = 1'-0"A8 REINF. AROUND CIRCULAR OPENING

2 #7 BARS

EACH SIDE

EACH FACE

3" MIN

1' MIN

2 #7 BAR

EACH SIDE

EACH FACE

#6 BAR @ 12IN

#6 @ 12"

0 0.5' 1' 2' 3'

#6 BAR @ 12IN

0 0.5' 1' 2' 3'0 0.5' 1' 2' 3'0 0.5' 1' 2' 3'

0 0.5' 1' 2' 3'

CONSTRUCTION JOINT CONSTRUCTION JOINT

#9 @ 12"

#7 @ 6"

#9 @ 12"

#6 @ 12" #6 @ 12" #6 @ 12"

K D

N D

6' X 4' CULVERT 5' X 5' CULVERT

1 2

EXISTING 18" RCP

3 4

I I

60" x 44" CULVERT

NEW CONNECTION

SEE DETAIL A6 ON SHEET S-505 FOR

PIPE CULVERT CONNECTION DETAIL

NEW 4' x 6' CULVERT

SEE DETAIL S-511

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EXISTING FLOODWALL

ADDITIONS TO BACKFLOW STRUCTURE 1 MODIFICATION PLAN

SCALE: 3/8" = 1' 0 2' 4'

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OPENING FOR 4'X6' CULVERT

EL 635.6

SEE NOTE 1

EL 630.04----�

APPROX. EL 627.6 �---+----I

SEE NOTE 2

60"x44" CULVERT

NEW CONNECTION

9'-0"

8 9 10

GENERAL NOTES

1. CONTRACTOR MUST VERIFY ELEVATIONS OF EXISTING STRUCTURE AND

ADJUST TO ELEVATION OF NEW STRUCTURE ADDITION ACCORDINGLY

2. MAINTAIN EXISTING SLOPE OF PIPE AT NEW STRUCTURE

5'-11"

EXISTING FLOODWALL _,,,-'

___ T __ _

I I I I I I

C1 S-509 A?

ADDITIONS TO BACKFLOW STRUCTURE 1 MODIFICATION SECTION

SCALE: 3/8" = 1' 0 2' 4'

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SHEET ID

S-509

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4'-4 1/16"

APPROX. EL627.6

SEE NOTE 1

6'-4"

,-------------7

60" X 44" CULVERT

NEW CONNECTION

ADDITIONS TO BACKFLOW STRUCTURE 1 - ELEVATION

SCALE: 1 /2" = 1'

1'-0" 1'-0"

60" X44" CULVERT

NEW CONNECTION

15'-0"

4'-315/16"

EL. 635.6

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-·:-=r:==:::t-i f----o, 2'-0"

EL. 625.5

0 1' 2' 4' - -

1'-0" 1'-0"

STANDARD CULVERT CONNECTION,

MODIFY BASED ON FIELD MEASUREMENTS

OF CULVERT SLOPE AND ANGLE

OPENING OF EXISTING 18" RCP

'J' ·' • .

E3 S-510 A3

ADDITIONS TO BACKFLOW STRUCTURE 1 - PLAN

SCALE: 1 /2" = 1'

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J,, 'J'd, •• d

0 1' 2' - -

PLAN

NORTH

8 9 10

GENERAL NOTES

1. MAINTAIN EXISTING SLOPE OF PIPE AT NEW STRUCTURE ADDITION

US Army Corps of Engineers®

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1 2

2 " COVER, TYP.

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3" COVER, TYP.

#8@ 12", TYP.

CULVERT SADDLE

EXTEND BOTTOM BARS INTO

WALL 10" EMBEDMENT

t,. .

#8@ 12", TYP.

ELEVATION SECTION OF BACKFLOW STRUCTURE 1 ADDITIONS

SCALE: 3/8" = 1 ' o 2' 4'

E1 S-511

#8@ 12", TYP. #8@ 12", TYP.

2 " COVER, TYP.

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2 " COVER, TYP. ' #6 DOWELS,@ 12" O.C.

#8@…

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File details come from the government source that posted it. Updated Sep 5, 2020.