PLANS FOR_SOLICITATION W912EQ24B0011.pdf

TURNER.MAT

THEW.ENOCH

.1279917770

Digitally signed by

TURNER.MATTHEW.EN

OCH.1279917770

Date: 2024.03.13 14:19:02 -05'00'

W912EQ-24-B-0011

19 JULY 2024

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PROJECT LOCATION

LATIN 1960

SP-1-2000

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GENERAL CROSS-REFERENCING SYMBOLS

GENERAL LEGEND

A1

DETAIL/SECTION

SCALE:

SUPPLEMENTAL INFORMATION

ABBREVIATIONS

TABULATION OF GEODETIC CONTROL

BENCHMARKS DESCRIPTION

LATIN 1960

“LATIN 1960”.

WITNESS POST. THE MARK IS A STANDARD USC&GS BRASS CAP STAMPED

THE LEVEE HITS THE BLACK TOP, AND 1.3 FEET SOUTH OF A CARSONITE

OF CENTER OF MANHOLE COVER AT THE EDGE OF THE HIGHWAY WHERE

NORTHEAST OF THE CENTERLINE OF THE LEVEE, 106.1 FEET NORTHWEST

76.2 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 10 FEET

POST, SET FLUSH, JUST BELOW THE LEVEL OF THE LEVEE. THE MARK IS

LEFT. THE STATION IS SET IN THE TOP OF A 30 CM SQUARE CONCRETE

HIGHWAY 51 FOR 2.7 MILES TO THE GRASS LEVEE AND THE STATION ON THE

JUNCTION WITH HIGHWAY 51 AND HIGHWAY 37. TURN LEFT (NORTH) ON

NORTHWEST OF CAIRO, GO SOUTHEAST ON HIGHWAY 3 FOR 0.85 MILES TO

OF HIGHWAY 57 AND STATE HIGHWAY 3 (EXIT 1), ABOUT 3.1 MILES

AND STATE HIGHWAY 37. TO REACH THE STATION FROM THE INTERSECTION

MOUNDS CITY AND 0.7 MILES SOUTH OF THE JUNCTION OF US HIGHWAY 51

IL, 2.5 MILES SOUTH-SOUTHEAST OF MOUNDS, 1.5 MILES SOUTHWEST OF

THE STATION IS LOCATED 3.5 MILES NORTH OF THE NORTH EDGE OF CAIRO,

UNGD COMMUNICATION

CONSTRUCTION LIMIT

CONSTRUCTION EASEMENT

DRAIN - STORM

PROPERTY LINE

WATER LINE

NATURAL GAS PIPE

SANITARY WASTE LINE

RIPRAP - PLAN VIEW

SHEET PILE

SILT FENCE

RIPRAP

A2 DETAIL/SECTION

SCALE:99/999

TOP FRONT SIDE

ELEVATION A1 SECTION

SCALE:

SAME DRAWING

VIEW SHOWN ON

SECTION CUT W/

ANOTHER DRAWING

VIEW SHOWN ON

SECTION CUT W/ A2

99/999 A1

A1 A2 99/999

SAME DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

ANOTHER DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

DRAWING

TITLE ON SAME

SECTION/DETAIL

ANOTHER DRAWING

TITLE SHOWN ON

SECTION/DETAIL

VIEW SUBTITLE

GENERAL NOTES

0 1' 2'

0 1' 2'

0 1' 2'

CONSTRUCTION PROJECT.

AND LOCAL SAFETY REGULATIONS THAT ARE APPLICABLE TO THE WORK ASSOCIATED WITH THIS IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ADHERENCE TO ALL FEDERAL, STATE,12.

FEATURES.

UPON CONSTRUCTION COMPLETION AND PRIOR TO FINAL ACCEPTANCE, REMOVE ALL EROSION CONTROL11.

PLACEMENT AND FUNCTION.

FIELD ADJUSTMENTS OF EROSION CONTROL MEASURES ARE ALLOWED AS NECESSARY TO ENSURE PROPER10.

WIND OR WATER.

TO PRESS STRAW OR MULCH INTO THE EXISTING GROUND IN ORDER TO MINIMIZE DAMAGE OR REMOVAL BY ACTIVITY COMPLETION OR A TEMPORARY CEASE LONGER THAN 21 DAYS. CONTRACTOR MAY USE A ROLLER VEGETATION DUE TO CONSTRUCTION ACTIVITIES AS SPECIFIED WITH 14 DAYS OF EITHER CONSTRUCTION MULCH OR SEEDING (TEMPORARY OR PERMANENT) WILL BE APPLIED TO ALL EARTH DENUDED OF9.

THE CONTRACTOR AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO USE.

HAUL ROUTES TO TRANSPORT BORROW MATERIAL TO THE CONSTRUCTION AREA SHALL BE PROPOSED BY8.

THE CONTRACTING OFFICER IS REQUIRED BEFORE ANY GATES OR FENCES ARE TO BE DISTURBED.

DISTURBED BY THE CONTRACTOR SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. APPROVAL FROM GATES AND/OR FENCES ARE NOT TO BE DISTURBED, UNLESS OTHERWISE NOTED. ALL GATES AND FENCES7.

OR LESS THAN 5280 FEET PER MILE.

BE ADVISED THAT STATIONING BASED ON LEVEE MILE MARKERS INDICATED BY "MX/XX+XX", MAY HAVE MORE6.

DETERMINE OR ANTICIPATE SITE CONDITIONS AT THE TIME OF CONSTRUCTION.

ANY AERIAL PHOTOGRAPHY SHOWN ON SHEETS IS FOR REFERENCE ONLY AND SHOULD NOT BE USED TO5.

SHOWN ON SHEETS MAY NOT REFLECT SITE CONDITIONS AT TIME OF CONSTRUCTION.

DESIGN FOR THIS PROJECT WAS DEVELOPED BASED ON 2023 SURVEY MVM23013001 EXISTING CONTOURS4.

RESTORED PROMPTLY AT THE CONTRACTOR'S EXPENSE.

SERVICE OCCASIONED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AND THE SERVICE THE CONTRACTOR'S EMPLOYEES OR OTHERS. ANY DAMAGE TO THE UTILITIES OR INTERRUPTIONS OF SPECIAL CARE WHEN WORKING IN THE VICINITY OF UTILITIES TO PREVENT DAMAGE THERETO OR INJURY TO "CALL BEFORE YOU DIG" NUMBER LISTED IN THE SPECIFICATIONS. THE CONTRACTOR SHALL EXERCISE BEFORE BEGINNING WORK IN THE VICINITY OF A UTILITY, THE CONTRACTOR SHALL CALL THE APPROPRIATE AT THE SITE ARE TO REMAIN IN PLACE AND OPERATIVE DURING THE CONSTRUCTION. AT LEAST 10 DAYS SHALL DETERMINE THE ACTUAL LOCATION OF ALL UTILITIES ON THE PROJECT SITE. ALL UTILITIES LOCATED THOSE INDICATED ARE NOT NECESSARILY ALL WHICH MAY EXIST ON THE PROJECT SITE. THE CONTRACTOR ABOVE GROUND AND UNDERGROUND UTILITIES INDICATED ON THE PLANS ARE APPROXIMATE ONLY, AND3.

DIRECTED BY THE CONTRACTING OFFICER, PLANS OR SPECIFICATIONS.

DO NOT BLOCK OR REDIRECT EXISTING DRAINAGE WITH EXCAVATED MATERIAL UNLESS OTHERWISE2.

DISTANCE X COMBINED GRID FACTOR; COMBINED GRID FACTOR = 1.00005285.

IN U.S. SURVEY FEET. STATIONING IS BASED ON GROUND DISTANCE, WHERE GRID DISTANCE = GROUND TRANSVERSE MERCATOR ZONE 16 IN U.S. SURVEY FEET. VERTICAL DATA WAS COMPUTED USING N.A.V.D. 88

1. HORIZONTAL DATA WAS COMPUTED USING NORTH AMERICAN DATUM OF 1983 (NAD83) AND UNIVERSAL

330.74EL. =

1002919.87E = 13470085.86N =

COORDINATES

NORTHN

MISCELLANEOUSMISC

MINIMUMMIN

MANHOLEMH

MAXIMUMMAX

MATERIAL(S)MATL

LEFT TOP BANKLTB

LANDWARDL/W

LONGITUDELONG

LATITUDELAT

IRON PIPEIP

INVERTINV

INSIDE DIAMETERID

HEIGHTHT

ORIZONTALHHORIZ

GALVANIZEDGALV

FEETFT

FLOW LINEFL

FLARED END SECTIONFES

XISTINGEEX or EXIST

EQUALEQ

EMBANKMENT

EXCAVATED MATERIALEME

ELEVATIONEL or ELEV

DRAWINGDWG

DOWNSTREAMDS

DIAMETERDIA

DETAILDET

DATUMDAT

CUBIC YARDCU YD

CORRUGATED PLASTIC PIPECPP

CONCRETECONC

CORRUGATED METAL PIPECMP

ENTER LINECCL or C/L

CEMENTCEM

CATCH BASINCB

BOTTOMBOT

AVERAGEAVG

ALUMINUMALUM

ALTERNATE ALT

APPROXIMATEAPPROX

AGGREGATEAGGR

YARDYD

WATER MAINWM

WIDTHWTH

VOLUMEVOL

VERTICALVERT

UPSTREAMUS

UNDERGROUNDUNGD

UNLESS NOTED OTHERWISEUNO

TYPICALTYP

TOP OF CONCRETETC

STEELSTL

STANDARDSTD

STATIONSTA

SQUARE FEETSQ FT

SHEETSHT

STAINLESS STEELSST

SPECIFICATIONSSPEC

STORM DRAINSD

SECTIONSECT

RIGHT OF WAYROW or RW

REINFORCED CONCRETE PIPERC

IGHT TOP BANKRRTB

REQUIREDREQ'D

RADIUSR

QUANTITYQTY

PROPOSEDPROP

POINT OF TANGENCYPT

POINT OF REVERSE CURVEPRC

POINT OF ENDINGPOE

POINT OF BEGINNINGPOB

PROPERTY LINEPL or P/L

POINT OF INTERSECTIONPI

POINT OF COMPOUND CURVEPCC

POINT OF CURVEPC

POLYPROPYLENE PIPEPP

ON CENTEROC

UTSIDE DIAMETEROOD

NO STEEPER THANNST

NOT TO SCALENTS

NUMBERNO

NATURALNAT

CONTROL POINT

IRON ROD

VERTICAL CONTROL

BORING LOCATION

ELECTRIC POLE

UNGD ELECTRICAL

FILL SLOPE LINE

CUT SLOPE LINE

CENTERLINE

BASELINE/SURVEY LINE

RIGHT OF WAY

CULVERT

XXX EXIST CONTOUR MAJOR

XXX PROP CONTOUR MINOR

XXX EXIST CONTOUR MINOR

FENCE

VEGETATION LIMITS

FLOW DITCH FLOW DIRECTION

PROP CONTOUR MAJORXXX

EXISTING DITCH FLOWLINE

DITCH BOTTOM

DITCH CENTER

WITNESS POST AND A YELLOW IRON I-BEAM.

WEST OF THE CL OF THE LEVEE RD, MARK IS 2 FT EAST OF A SURVEY

AND GO 191 FT (58.33 M) TO THE MARK ON THE LEFT. MARK IS 17.5 FT (5.39 M)

(0.29 KM) TO THE OHIO RIVER LEVEE RD, TURN LEFT ONTO THE LEVEE RD

INTERSECTION WITH PATIERDALE RD, TURN RIGHT AND PROCEED 0.18 MILES

TURN LEFT AND PROCEED ALONG HWY 37 FOR 0.20 MILES (0.32 KM) TO THE

FOR 0.84 MILES (1.35 KM) TO THE INTERSECTION WITH HWY 37 (OLD US 51),

FROM THE INTERSECTION OF HIGHWAYS US 51 AND I-57, GO ALONG US 51

336.97EL. =

1003399.23E =

13457110.74N = SP-1-2000

BM

BM

BM BENCHMARK

GRAVEL

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SCALE: 1" = 30'

EXISTING CONDITIONS

GUARD RAIL

FREE VENTS &

DO NOT DISTURB

HEADWALLS

OUTLET

DO NOT DISTURB

OVERHEAD ELECTRICAL

TOWERS

DO NOT DISTURB

TOWERS

DO NOT DISTURB

RIVER GAUGE

DO NOT DISTURB

GUARD RAIL

INLET HEADWALL

PUMP STATION

STRUCTURES INSIDE

FENCE WITH UTILITY

GRAVITY INLET HEADWALL

DO NOT DISTURB MANHOLE

48" RCP

DO NOT DISTURB

ELEV. = 290.54

OUTLET BOTTOM

ELEV. = 297.56

INLET BOTTOM

24" STEEL CULVERT PIPES

DO NOT DISTURB

EDGE OF RIPRAP

& NOAA WEATHER DEVICE

JUNCTION BOXES

DO NOT DISTURB

MANHOLE

DO NOT DISTURB

INLET BOTTOM ELEV.= 295.94

LEVEE BASELINE

CONCRETE APRON

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GENERAL NOTES

LOCATED BEFORE CONSTRUCTION BEGINS.

JUNCTION BOX AND NOAA WEATHER DEVICE ELECTRICAL SHALL BE 1.

LANDSIDE

RIVERSIDE

OHIO RIVER

ALEXANDER COUNTY

ILLINOIS

FLOW

290'

300'

310'

320'

330'

330'

320'

310'

300'

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SCALE: 1" = 30"

SITE PLAN

RESURFACE GRAVEL RAMP

VEGATATION

AND INLET WALKWAY OF

CLEAR INLET STRUCTURE

TURNAROUND AREA

RESURFACE GRAVEL

SILT FENCE

6" BEDDING MATERIAL

24" R-200 RIPRAP ON

WITHIN RIPRAP LIMITS

CLEAR ALL TREES

CONSTRUCTION LIMITS

DRAIN DISCHARGE POINT

CULVERT FOR 8" FOUNDATION

DEBRIS, SILT, AND CLEANOUT

CLEAR INLET FACE OF VEGETATION,

(SEE GENERAL NOTE 1)

ABOVE CULVERT PIPE

RESTORE INLET WALKWAY

75'

290'

(SEE GENERAL NOTE 3)

MANHOLE FOR CULVERT CLEANOUT

CONTROL LINE

STA 0+48.60

BEGIN RIPRAP

STA 3+07.97

END RIPRAP

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30' 60'0

GENERAL NOTES

GUIDANCE.

SPECIFICATION SECTION 31 11 00.00 11 FOR ENTIRE CLEANOUT

MANHOLE TO FOUNDATION DRAIN DISCHARGE POINT. SEE

CLEANOUT APPROXIMATELY 13' OF CULVERT PIPE BEGINNING 3.

SEE SHEET C-501 FOR GRAVEL RESURFACING RAMP DETAIL.2.

COMPACTED IMPERVIOUS FILL.

WALKWAY RAMP DOWN TO INLET STRUCTURE SHALL BE 1.

LANDSIDE

RIVERSIDE

OHIO RIVER

ALEXANDER COUNTY

ILLINOIS

FLOW

CL-1

CL-2

CL-3

CL-4

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ON 6" BEDDING MATERIAL

24" R-200 RIPRAP

EXISTING GRADE

A1

VERTICAL AND HORIZONTAL SCALE: 1" = 10'

TYPE "E" END PROTECTION TYPICAL SECTION

6' MIN 6' MIN

M

IN

R

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IP

R A

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IN

-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 290 290

295 295

300 300

305 305

310 310

315 315

320 320

325 325

330 330

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STATION

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EXISTING GRADE

24" R-200 RIPRAP

EXISTING GRADE

ON 6" BEDDING MATERIAL

24" R-200 RIPRAP

ON 6" BEDDING MATERIAL

24" R-200 RIPRAP

EXISTING GRADE

INLET STRUCTURE

CONCRETE APRON

A1

SCALE: HORIZONTAL AND VERTICAL 1" = 10'

CONTROL LINE STATION 1+20.00

SCALE: HORIZONTAL AND VERTICAL 1" = 10'

CONTROL LINE STATION 0+60.00

F1

SCALE: HORIZONTAL AND VERTICAL 1" = 10'

CONTROL LINE STATION 0+50.00

L1

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U .S

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-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135

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STA 0+60.00

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E V

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STA 1+20.00

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10' 20'0

1V :1 .5

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1V:1.5H

1V:2.5H

1V :1 .5

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24" R-200 RIPRAP

EXISTING GRADE

EXISTING GRADE

ON 6" BEDDING MATERIAL

24" R-200 RIPRAP

EXISTING GRADE

ON 6" BEDDING MATERIAL

24" R-200 RIPRAP

TOWER

A1

SCALE: HORIZONTAL AND VERTIAL 1" = 10'

CONTROL LINE STATION: STA 3+07.97

F1

SCALE: HORIZONTAL AND VERTIAL 1" = 10'

CONTROL LINE STATION: STA 3+00.00

L1

SCALE: HORIZONTAL AND VERTIAL 1" = 10'

CONTROL LINE STATION: STA 2+40.00

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3+00

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10' 20'0

1V:1.5H

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EXISTING LEVEE

1V:2H SHOULDER SLOPES

CONTRACTOR SHALL PROVIDE

15'

EXISTING LEVEE RAMP

(SEE NOTE 5)

6" COMPACTED AGGREGATE

RAMP ROADWAY SURFACING

A1

LEVEE RAMP RESURFACING DETAIL

SCALE: NTS

(SEE NOTE 2.)

GEOTEXTILE

OF CROSSING

6" SWALE AT TOE

1V:3H

K13

SCALE: NTS

TYPE "E" END PROTECTION DETAIL

SILT FENCE DETAIL

SCALE: NTS

A13

3T 3T

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6' MAX

GROUND SURFACE

DRIVE POST 16" BELOW

POST - 5' MIN LENGTH

POST

FABRIC

FILTER

BACKFILL

EARTH

GROUND LINE

OF FABRIC

2' ± BURIED END

" M

A X

" M

IN

4"

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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US Army Corps

U .S

A

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IN

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F L O

W

F L O

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2% MAX.

C/L

LIMESTONE WILL NOT BE PERMITTED IN AREAS WHERE WATER IS OR MAY BE IMPOUNDED.

LEVEE SLOPES WILL NOT BE PERMITTED AT ANY TIME. PLACEMENT OF NEW

OR DISPOSAL OF STRIPPED MATERIAL. THE SPREADING OF THE MATERIAL ON THE

REQUIREMENTS. NO SEPERATE PAYMENT WILL BE MADE FOR REMOVAL, HAULING,

THE ROW. DISPOSAL OF MATERIAL SHALL MEET ALL FEDERAL, STATE, AND LOCAL

WITH THE LEVEE DISTRICT TO DETERMINE ACCEPTABLE DISPOSAL SITE(S) WITHIN

WITH THE DISPOSAL. THE CONTRACTOR, AT HIS DISCRESSION, MAY COORDINATE

DISPOSAL SITE(S) AND FOR OBTAINING ANY PERMITS OR PERMISSIONS ASSOCIAED

LOCATION OFF SITE. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE

DEPTH OF THIS MATERIAL INTO THE ROADWAY, LOAD THE DEBRIS AND HAUL TO A

IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO BLADE OFF A MINIMIUM OF 3"

6. PRIOR TO LIMESTONE PLACEMENT, SUBGRADE PREPERATION WILL BE REQURIED.

PREPERATION ARE NOTED ON THE PLANS.

COMPACTED GRAVEL SHALL BE PLACED. RAMPS NEEDING SUBGRADE

PREPERATION IS NEEDED. IF SUBGRADE PREPERATION IS DONE, 6" OF

5. CONTRACTOR TO PLACE 4" OF COMPACTED GRAVEL UNLESS SUBGRADE

AT LEVEE CROWN AND TOE.

CONTRACTOR SHALL PROVIDE A SMOOTH TRANSITION4.

AWAY FROM LEVEE SLOPE AT A 2% MIN CROSS SLOPE.

CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE3.

DISCRETION OF THE CONTRACTING OFFICER. NOT ON EXISTING GRAVEL.

2. GEOTEXTILE SHALL BE PLACED ON SOIL ONLY AND AT THE

BE SEEN GROWING UP THROUGH GRAVEL. (SEE NOTE 6)

1. 3" TOPSOIL STRIPPING SHALL TAKE PLACE WHERE GRASS CAN

NOTES:

US Army Corps of Engineers ®

SHEET ID

U S

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3 5 7 9 11 13 15 17 19

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(THESE NOTES APPLY TO SHEET NUMBERS S-101 AND S-501 THROUGH S-504)

STRUCTURAL NOTES

I. GENERAL NOTES

1. REPLACEMENTS AND REPAIRS SHALL BE PERFORMED IN ACCORDANCE WITH THE CONTRACT

DRAWINGS (HEREIN) AND SPECIFICATIONS.

2. THE GENERAL SCOPE OF WORK ITEMS FOR STRUCTURAL MAINTENANCE INCLUDES:

2.1 CONCRETE REPAIR

2.2 EROSION REPAIR

2.3 TRASH GRATE REPLACEMENT

2.4 TRASH RACK REPLACEMENT

2.5 HANDRAIL REPLACEMENT

2.6 ROOF MEMBRANE REPLACEMENT

2.7 STEEL STEP NOSING REPLACEMENT

3. THE CONTRACTOR SHALL MAINTAIN AND ADHERE TO ALL CONSTRUCTION SITE SAFETY IN

ACCORDANCE WITH USACE ENGINEERING MANUAL EM 385-1-1 AND UFC SAFETY CRITERIA (UFC 4-020-01).

4. ANY WORK PERFORMED WITHOUT THE APPROVAL OF THE USACE PROJECT ENGINEER AND/OR ALL

MATERIAL NOT IN CONFORMANCE WITH THE SPECIFICATION IS SUBJECT TO REMOVAL AND

REPLACEMENT AT THE CONTRACTOR'S EXPENSE.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF EXCESS MATERIALS AND

WASTE.

6. THE CONTRACTOR SHALL CLEAN UP THE CONSTRUCTION SITE AT THE END OF THE CONTRACT.

II. CONCRETE REPAIR

1. CONTRACTOR SHALL REPAIR THE FOLLOWING:

- SPALL ALONG CONCRETE STEPS AT INLET STRUCTURE

- HOLES FROM EXISTING HANDRAIL BASES

- SPALLS ALONG GATEWELL TOWER PLATFORM AT OUTLET STRUCTURE

- TREE-DAMAGED PORTION OF SLOPE PROTECTION AT OUTLET STRUCTURE

2. REFER TO DRAWINGS AND SPECIFICATIONS 03 01 00 FOR DETAILS.

3. CONTRACTOR SHALL SUBMIT A REPAIR PLAN IN ACCORDANCE WITH DRAWINGS AND

SPECIFICATIONS PRIOR TO PERFORMING REPAIRS.

III. EROSION REPAIR

1. CONTRACTOR SHALL REPAIR THE FOLLOWING:

- FILL THE ERODED AREAS BEHIND THE CONCRETE SLOPE PROTECTION AND

GUARD RAIL AT INLET STRUCTURE WITH CONCRETE.

2. REFER TO DRAWINGS AND SPECIFICATIONS 03 30 53 FOR DETAILS.

3. CONTRACTOR SHALL SUBMIT A PLAN IN ACCORDANCE WITH DRAWINGS AND

SPECIFICATIONS PRIOR TO PERFORMING WORK.

IV. TRASH RACK AND GRATE REPLACEMENT

1. CONTRACTOR SHALL REPLACE TRASH RACKS AND GRATE IN KIND OR EQUIVALENT. REFER TO

DRAWINGS AND SPECIFICATIONS 05 50 14 FOR DETAILS.

2. CONTRACTOR SHALL PAINT NEW TRASH RACKS AND GRATE. REFER TO 09 97 02 PAINTING

HYDRAULIC STRUCTURES FOR PAINTING SPECIFICATION.

V. HANDRAIL REPLACEMENT

1. CONTRACTOR SHALL REPLACE HANDRAILS IN KIND OR EQUIVALENT. REFER TO DRAWINGS AND

SPECIFICATIONS 05 50 14 FOR DETAILS.

2. CONTRACTOR SHALL PAINT NEW HANDRAILS. REFER TO 09 97 02 PAINTING HYDRAULIC STRUCTURES

FOR PAINTING SPECIFICATION.

3. NEW HANDRAILS SHALL BE INSTALLED IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS.

4. BOLTS AND ANCHORS:

- EPOXY ADHESIVE ANCHORS OR APPROVED EQUAL SHALL BE USED FOR HANDRAIL CONNECTION TO

CONCRETE SLAB. REFER TO DRAWINGS AND SPECIFICATIONS 03 01 00 FOR DETAILS.

5. NEW HANDRAIL SPACING AND NUMBER OF POST SHOULD MATCH EXISTING HANDRAIL LAYOUT.

CONTRACTOR TO DETERMINE IF NEW HANDRAIL SPACING NEEDS TO BE STAGGERED OR ADJUSTED PRIOR TO FABRICATION. CONTRACTOR SHALL SUBMIT A PLAN FOR APPROVAL PRIOR TO FABRICATION.

6. EXISTING HANDRAILS SHALL BE CUT OFF AT BASE. EXISTING POST HOLES IN SLAB TO BE FILLED WITH GROUT. CONTRACTOR SHALL LEVEL AND SMOOTH GROUTED SURFACES SO NEW BASE PLATES CAN BE

INSTALLED LEVEL AGAINST TOP OF SLAB.

7. HANDRAILS SHALL HAVE A TOP RAIL HEIGHT OF 42" +/- 3" AND A MIDRAIL HEIGHT OF 21".

8. CONTRACTOR TO MAINTAIN A REQUIRED EDGE DISTANCE OF 3 INCHES MINIMUM FOR EPOXY

ANCHORS.

VI. ROOF MEMBRANE REPLACEMENT

1. CONTRACTOR SHALL REPLACE 5 PLY BUILT-UP ROOF MEMBRANE, 1-1/2" INSULATION BOARD, AND ANY

ADDITIONAL COMPONENTS RELATED TO REPLACEMENT OF THE ROOF MEMBRANE IN KIND OR

EQUIVALENT. REFER TO DRAWINGS AND SPECIFICATIONS 07 51 13 FOR DETAILS.

2. CONTRACTOR SHALL REPAIR DISPLACED ROOF FLASHING.

3. CONTRACTOR MUST SUBMIT A REPAIR PLAN IN ACCORDANCE WITH DRAWINGS AND

SPECIFICATIONS PRIOR TO PERFORMING REPAIRS FOR REVIEW AND APPROVAL.

VII. STEEL STEP NOSING REPLACEMENT

1. CONTRACTOR SHALL REPLACE STEEL STEP NOSING IN KIND OR

EQUIVALENT.

2. REFER TO DRAWINGS AND SPECIFICATIONS 05 51 00 FOR DETAILS.

VIII. STRUCTURAL STEEL

1. STRUCTURAL STEEL PLATES SHALL CONFORM TO ASTM A36, Fy = 36 KSI, U.N.O..

2. STRUCTURAL STEEL ANGLES SHALL CONFORM TO ASTM A36, Fy = 36 KSI, U.N.O..

3. STRUCTURAL STEEL PIPE SECTIONS SHALL CONFORM TO ASTM A53,

GRADE B, TYPE E OR S, Fy = 35 KSI.

4. STRUCTURAL STEEL SHALL CONFORM TO ASTM A992, UNLESS NOTED

OTHERWISE.

5. SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPICT THE

STRUCTURAL ELEMENTS AND CONNECTIONS SHOWN IN THE CONTRACT

DRAWINGS.

6. USE PREQUALIFIED WELDED JOINTS PER AISC AND AWS D1.1 OF THE

AMERICAN WELDING SOCIETY. "NON-PREQUALIFIED JOINTS" SHALL BE

QUALIFIED PRIOR TO FABRICATION.

7. ALL WELDING SHALL BE ACCOMPLISHED IN ACCORDANCE TO AWS D1.1.

8. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED ACCORDING

TO THE AISC 14TH EDITION "LOAD AND RESISTANCE FACTOR DESIGN

SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" (FEBRUARY, 2012).

9. ALL WELDING SHALL BE PERFORMED USING E70XX SERIES LOW

HYDROGEN ELECTRODES. WELD MATERIAL SHALL HAVE A SHARPY V-

NOTCH TOUGHNESS OF 20 FT-LBS AT -20 DEGREES FAHRENHEIT.

10. HOLES FOR BOLTING SHALL BE SHOP PUNCHED OR FIELD DRILLED. THE

MAKING OF HOLES OR ENLARGEMENT OF HOLES BY BURNING WILL NOT

BE PERMITTED. ALL HOLES SHALL BE STANDARDIZED U.N.O..

IX. CONCRETE

1. CONCRETE WORK SHALL CONFORM TO THE DRAWINGS AND

SPECIFICATIONS PROVIDED

2. CONCRETE SHALL HAVE THE FOLLOWING MINIMUM SPECIFIED 28-DAY

COMPRESSIVE STRENGTH:

2.1 CAST-IN-PLACE: 4,000 PSI

3. ALL EXPOSED FORMED SURFACES SHALL HAVE A CLASS "C" FINISH.

4. WHEN CONCRETE IS PLACED AGAINST PREVIOUSLY HARDENED

CONCRETE, THE INTERFACE SHALL BE ROUGHENED TO A FULL

AMPLITUDE OF ABOUT 1/4".

*ALL QUANTITIES ARE APPROXIMATE

10 EROSION REPAIR - CONCRETE 25 CF

9 CONCRETE REPAIR (INLET BLDG STEP) - SPALL 1 CF

8 CONCRETE REPAIR (HANDRAIL BASE) - POURABLE NON-SHRINK GROUT 3 CF

7 CONCRETE REPAIR (OUTLET TOWER SLAB) - SPALL 1 CF

6 CONCRETE REPAIR (OUTLET TREE-DAMAGED AREA) - SPALL 20 CF

5 ROOF MEMBRANE REPLACEMENT 565 SF

4 STEEL HANDRAIL REPLACEMENT 150 LF

3 STEEL STEP NOSING REPLACEMENT 2 LF

2 TRASH GRATE REPLACEMENT 1 EA

1 TRASH RACK REPLACEMENT 3 EA

NO. DESCRIPTION QUANTITY UNIT

QUANTITY SCHEDULE

BC

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18' - 10"

REPLACE STEEL HANDRAILS IN KIND

OR EQUIVALENT. STAGGER NEW

POST LOCATIONS AND FILL HOLES

AFTER REMOVAL OF ORIGINAL POST

WITH POURABLE NON-SHRINK

GROUT (TOTAL HANDRAIL AT INLET =

95 LF, TOTAL HOLES @ HANDRAIL

BASE = 3 CF). SEE DETAIL

REPAIR EROSION BEHIND

SLOPE PROTECTION AND

GUARDRAIL WITH CONCRETE

(CONCRETE = 25 CF). SEE

DETAILS:

/K1 S-503

REPLACE TRASH RACK ASSEMBLIES

IN KIND OR EQUIVALENT (3 TOTAL,

ONE PER BAY). SEE DETAIL

REPLACE TRASH GRATE IN KIND OR

EQUIVALENT FOR 48" DIAMETER DRAIN

LINE (1 TOTAL). SEE DETAIL

REPLACE STEEL HANDRAILS IN KIND OR

EQUIVALENT. STAGGER NEW POST

LOCATIONS AND FILL HOLES AFTER

REMOVAL OF ORIGINAL POST WITH

POURABLE NON-SHRINK GROUT (TOTAL

HANDRAIL AT INLET = 95 LF, TOTAL

HOLES @ HANDRAIL BASE = 3 CF). SEE

DETAILS

REPAIR CONCRETE SPALL IN 3RD

TIER OF STEPS AND REPLACE

LOOSE/DETACHED STEEL SAFETY

NOSING (SPALL = 1 CF, STAIR

NOSING = 2 LF). SEE CONCRETE

SPALL DETAIL

/A1 S-502

/E9 S-502

/K1 S-503

/H1 S-501

/A14 S-501/A1 S-501

REPAIR TREE-DAMAGED

SECTION

OF CONCRETE SLOPE

PROTECTION (SPALL =

20 CF). SEE DETAIL

REPAIR INCIPIENT SPALL IN UPPER

PORTION OF GATEWELL TOWER WALL NEAR

HANDRAIL SUPPORTS (SPALL = 1 CF). SEE

DETAIL /H1 S-501

/H1 S-501

REALIGN AND REATTACH

DISPLACED ROOF FLASHING

REPLACE 5-PLY BUILT-UP ROOF MEMBRANE

AND 1 1/2" INSULATION BOARD IN KIND OR

EQUIVALENT (ROOF AREA = 565 SF).

REPLACE STEEL HANDRAILS IN KIND

OR EQUIVALENT. STAGGER NEW

POST LOCATIONS AND FILL HOLES

AFTER REMOVAL OF ORIGINAL POST

WITH POURABLE NON-SHRINK GROUT

(TOTAL HANDRAIL AT INLET = 95 LF,

TOTAL HOLES @ HANDRAIL BASE = 3

CF). SEE DETAILS /K1 S-503

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1/8" = 1'-0" G2

STRUCTURE PLAN VIEW - INLET

1/8" = 1'-0"

G12

STRUCTURE PLAN VIEW - OUTLET

1/8" = 1'-0" A2

SOUTH STRUCTURE ELEVATION - INLET

1/8" = 1'-0"

A12

SOUTH STRUCTURE ELEVATION - OUTLET

0 4' 8' 16' 0 4' 8' 16'

0 4' 8' 16'0 4' 8' 16'

PLAN NORTH PLAN NORTH

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EXISTING ROOF CUT SECTION

Not To ScaleA13

EXISTING ROOF DETAIL

***FOR REFERENCE ONLY

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GATEWELL SMALL

PLATFORM

OPERATING PLATFORM

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EXISTING HANDRAIL LAYOUT - INLET WEST ELEVATION

***FOR REFERENCE ONLY

Not To ScaleA1

EXISTING HANDRAIL LAYOUT - INLET SOUTH ELEVATION

Not To ScaleA12

EXISTING HANDRAIL LAYOUT - OUTLET GATEWELL TOWER

Not To ScaleA9

EXISTING HANDRAIL LAYOUT - OUTLET OPERATING PLATFORM

Not To ScaleA15

EXISTING HANDRAIL LAYOUT - OUTLET SMALL PLATFORM

BC

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DAMAGED CONDITION PREPARATION PATCHING

SQUARE PATCH PERIMETERS

1/2" DEEP MINIMUM, TYP.

ROUGHEN CONCRETE

SUBSTRATE TO PROMOTE

BOND OF PATCH MATERIAL

CONTAIN PATCH MATERIAL IN

INTENDED REPAIR AREA, DO

NOT SMEAR ONTO ADJACENT

SURFACES

APPLY PATCH MATERIAL TO

CLEAN SATURATED

SURFACE-DRY SUBSTRATE

MIN.

1/2"

REMOVE LOOSE OR

DELAMINATED

CONCRETE

SQUARE OFF REPAIR AREA

GRIND DOWN HIGH SPOTS

APPLY PATCH

MATERIAL TO CLEAN

SATURATED SURFACE-

DRY SUBSTRATE

REMOVE LOOSE OR

DELAMINATED

CONCRETE

CLEAN ANY LOOSE

MATERIAL FROM

BOTTOM OF

EROSION AND

PREPARE AREA BY

CREATING A

FLAT/SQUARE HOLE

STEP 2

FILL EROSION COMPLETELY

WITH CONCRETE AND

SMOOTH TOP SURFACE

EVEN WITH GRADE

STEP 3

LOCATE ERODED AREAS AT

INLET STRUCTURE BEHIND

CONCRETE SLOPE

PROTECTION AND GUARD

RAIL. SEE DETAIL

STEP 1

APPROX. 1'-6"

APPROX. 1'-6"

APPROX. 1'-6"

A P

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A

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APPROX. 2'-0"

APPROX. 2'-0"

A P

P R

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/A1 S-501

CONCRETE SLOPE PROTECTION

INLET STRUCTURE

APPROX. 1'-6"

A P

P R

O X

POUR NEW CONCRETE

NEXT TO EXISTING SLAB

FILL ERODED AREA WITH CONCRETE.

SEE DETAIL

STEEL GUARD RAIL

AND SUPPORTS

FILL ERODED AREA WITH CONCRETE.

SEE DETAIL

A P

P R

O X

APPROX. 1'-0"

/A14 S-501

/A14 S-501

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1" = 1'-0" H1

CONCRETE SPALL REPAIR

Not To ScaleA14

EROSION REPAIR AT INLET - SECTION VIEW

Not To ScaleA1

EROSION REPAIR AT INLET - TOP VIEW

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1 3/4"1 3/4"

8' - 3"

7' - 11 1/2"

2 3/4" 2 3/4"30 @ 3" = 7' - 6"

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BAR 4" X 1 1/8" X 7' - 11 1/2"

BAR 1" X 1/4" X 14' - 6 1/2"

C5X9

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4" 4"

5' - 0"

14 @ 4" = 4' - 4"

10" 4" 2' - 8" 4" 10"

5/8" DIAM.

HOLE

3" X 3" X 1/4" PLATE

2 1/2" X 3/8" PLATE

5/8" ROD

3" X 3" X 1/4" PLATE

2 1/2" X 3/8" PLATE

1/4

TYP. CJP, TYP

S-502

A9

11/16" 11/16"

TOP VIEW OF GRATETYP

K17

S-502

1/8" 3" 1/8"

4"

/2

/2

3/8"

5/8"

3/8"

5/8"2"

3/4" DIAMETER MACH

BOLT 5 1/2" LEG

PART 2

5/8" DIA. HOLE

A17

S-502

E17

S-502

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R

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2" 1 1/2"

3 1/2"

7/8" DIA. HOLE

3/8" PLATE

2"

3/8" PLATE

L 2 1/2" X 2 1/2" X 3/8"

1" EXTRA STRONG PIPE

1/4

1/4

1/4

1/4DOUBLE BEVEL

GROOVE WELD

L 2 1/2" X 2 1/2" X 3/8"

2 1/2" X 3/8" VERTICAL PLATE

ALONG EACH SIDE OF GRATE,

WELDED TO BOTH TOP AND

BOTTOM HORIZONTAL ANGLES

1/4

FILLET

FRONTSIDE

OF ANGLE,

TYP.

1/4

BACKSIDE

OF ANGLE,

TYP.

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1" = 1'-0" A1

TRASH RACK

1 1/2" = 1'-0" E9

TRASH GRATE

6" = 1'-0" A9

TRASH GRATE CONNECTION

6" = 1'-0"

A17

TRASH GRATE CONN. PART 1

6" = 1'-0" E17

TRASH GRATE CONN. PART 2

6" = 1'-0" K17

TRASH GRATE ANGLE/PLATE CONN.

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PIPE 1 1/2" X-

STRONG POST, TYP.

PIPE 1 1/2" STD. RAIL, TYP.

CJP, TYP.

S-503

A1

MAX. EXT. LENGTH = 2'-2"

EXTEND HANDRAILS AT

EACH CORNER LOCATION

MAX. LENGTH = 5'-0"

4 1/2"

/2

1" 1"1 1/4"1 1/4"

/4

/4

1/2" BASE PLATE W/ (4) 1/2"

DIA. EPOXY ANCHORS, 6"

EMBED

PIPE 1-1/2 X-STRONG

POST @ 5'-0" O.C. MAX.

1/4

FABRICATE (3) SEPARATE SECTIONS OF

HANDRAILS ALONG THE EAST SIDE OF

THE INLET PUMP STATION SAME AS

EXISTING HANDRAIL LAYOUT TO ALLOW

FOR EASY REMOVAL IF NEEDED.

FABRICATE SEPARATE SECTIONS OF

HANDRAILS AROUND TOP OF

GATEWELL TOWER SAME AS EXISTING

HANDRAIL LAYOUT TO ALLOW FOR

EASY REMOVAL IF NEEDED.

US Army Corps of Engineers ®

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1" = 1'-0" K1

TYPICAL HANDRAIL

GENERAL NOTES

1. NEW HANDRAIL POST SPACING SHOULD MATCH

EXISTING HANDRAIL LAYOUT. CONTRACTOR TO

SURVEY AND DETERMINE IF NEW POST SPACING

NEEDS TO BE STAGGERED OR ADJUSTED PRIOR TO

FABRICATION. CONTRACTOR SHALL SUBMIT A PLAN

FOR APPROVAL PRIOR TO FABRICATION.

2. HANDRAILS SHALL HAVE A TOP RAIL HEIGHT OF 42"

+/- 3" AND A MIDRAIL HEIGHT OF 21".

3. EXISTING HANDRAIL POST SHALL BE CUT OFF AT

BASE. REMAINING POST HOLES IN SLAB TO BE FILLED

WITH GROUT. CONTRACTOR SHALL LEVEL AND

SMOOTH GROUTED SURFACES SO NEW BASE PLATES

CAN BE INSTALLED LEVEL ON SLAB.

4. CONTRACTOR TO MAINTAIN A REQUIRED EDGE

DISTANCE OF 3 INCHES MINIMUM FOR EPOXY

ANCHORS.

6" = 1'-0" A1

HANDRAIL BASE PLATE DETAIL

3/8" = 1'-0" E1

INLET WEST ELEVATION - HANDRAILS

3/8" = 1'-0" A15

OUTLET SOUTH ELEVATION - HANDRAILS

BC

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Not To ScaleJ1

SITE VISIT - SPALL ALONG CONCRETE STEP

Not To ScaleA1

SITE VISIT - ROOF TRIM TO BE REPAIRED

Not To ScaleJ7

SITE VISIT - TREE-DAMAGED SECTION OF CONCRETE

Not To ScaleA7

SITE VISIT - GATEWELL TOWER AT OUTLET

Not To ScaleA14

SITE VISIT - PUMP STATION WEST ELEV. AT INLET

Not To ScaleJ14

SITE VISIT - ROOF MEMBRANE TO BE REPLACED

BC

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CHANGE IN DUCT CONSTRUCTION BY

PRESSURE CLASS.

(PRESSURES IN INCHES W.G)

BD

SD

FD-1.5

FD-3

FSD

SS

G

HWS

HWR

CD

F

RS

RL

RD

WH

WCO

PRV

TPRV

HB

2 1

SA

AV

ZZ ZZ

NN NN

CHS

CHR

GENERAL ABBREVIATIONSPIPING SYSTEMS

PIPING SYMBOLS

DAMPERS

GENERAL NOTES

DOMESTIC COLD WATER

DOMESTIC HOT WATER

DOMESTIC HOT WATER

RETURN

SANITARY SEWER

VENT

NATURAL GAS

CHILLED WATER SUPPLY

CHILLED WATER RETURN

HEATING WATER SUPPLY

HEATING WATER RETURN

CONDENSATE DRAIN

REFRIGERANT SUCTION

REFRIGERANT LIQUID

ROOF DRAIN

DUCTWORK

CONTINUATION

DROP IN PIPE

VALVE IN RISER

ELBOW, 90 DEG.

ELBOW UP, 90 DEG.

ELBOW DOWN, 90 DEG.

TEE

UNION

UNION, FLANGED

FLOOR DRAIN WITH TRAP

PIPE PITCH

DIRECTION OF FLOW

FLOOR PENETRATION

WALL HYDRANT

WALL CLEANOUT

TEE, OUTLET TURNED

DOWNWARD

TEE, OUTLET TURNED

UPWARD

PRESSURE REDUCING

VALVE

PRESSURE RELIEF VALVE

TEMP & PRESS RELIEF

THERMOMETER

BALL JOINT

ANCHOR

HOSE BIB

AFF - ABOVE FINISHED FLOOR

BOD - BOTTOM OF DUCT ELEV.

BOP - BOTTOM OF PIPE ELEV.

CFM - CUBIC FEET PER MINUTE

CL - CENTERLINE

CLG - CEILING

COND- CONDENSATE/CONDENSER

CONN- CONNECTION/CONNECT

DB - DRY BULB TEMPERATURE

DDC - DIRECT DIGITAL CONTROL

DX - DIRECT EXPANSION

EA - EXHAUST AIR

EAT - ENTERING AIR TEMP.

ELEV - ELEVATION

EMCS- ENERGY MONITORING

AND CONTROL SYSTEM

ESP - EXTERNAL STATIC PRESSURE

EWT - ENTERING WATER TEMP.

FC - FAIL CLOSED

FD - FLOOR DRAIN

FLA - FULL LOAD AMPS

FO - FAIL OPEN

GA - GAUGE

HD - HUB DRAIN

IE - INVERT ELEVATION

LAT - LEAVING AIR TEMP.

LWT - LEAVING WATER TEMP.

NC - NORMALLY CLOSED

NO - NORMALLY OPEN

NPS - NOMINAL PIPE SIZE

NPT - NATIONAL PIPE THREAD

NTS - NOT TO SCALE

OA - OUTSIDE AIR

OBD - OPPOSED BLADE DAMPER

OS&Y - OUTSIDE STEM AND YORK

Pa - PASCAL

PD - PRESSURE DROP

RA - RETURN AIR

RPM - REVOLUTIONS PER MINUTE

SA - SUPPLY AIR

SOG - SLAB ON GRADE

SP - STATIC PRESSURE

TOD - TOP OF DUCT ELEVATION

TOP - TOP OF PIPE ELEVATION

TOS - TOP OF SLAB/

TOP OF STEEL

TSP - TOTAL STATIC PRESSURE

VAV - VARIABLE AIR VOLUME

VP - VELOCITY PRESSURE

VTR - VENT THRU ROOF

W - WATTS

WB - WET BULB

WC - WATER COLUMN

WG - WATER GAUGE

EXPANSION LOOP

AIR VENT, AUTOMATIC

AIR VENT, MANUAL

GUIDE

EXPANSION JOINT

FLEXIBLE CONNECTOR

PRESSURE/TEMPERATURE

TEST PORT

MANUAL BALANCING DAMPER

BACKDRAFT DAMPER

SMOKE DAMPER

COMBINATION FIRE/SMOKE DAMPER

FIRE DAMPER; 1.5 HOUR RATED

FIRE DAMPER; 3 HOUR RATED

FLEXIBLE ROUND DUCT

FLEXIBLE DUCT CONNECTION

ACOUSTICALLY LINED DUCT

SOUND ATTENUATOR

BRANCH TAKEOFF

DETAIL NO.

REF: DET.NN/MZZ

DETAIL LOCATION

REFERENCE SYMBOLOGY

DETAIL LOCATION

FIRE PROTECTION

A. MECHANICAL LAYOUTS ARE SCHEMATIC. PROVIDE ANY ADDITIONAL DROPS,

RISES, OR OFFSETS REQUIRED FOR A COMPLETE INSTALLATION.

COORDINATE EXACT ROUTING OF WORK WITH ALL OTHER TRADES AND

OBSTRUCTIONS. COORDINATE EXACT LOCATIONS OF CEILING MOUNTED

WORK WITH LIGHTS, CEILING GRID, AND OTHER OBSTRUCTIONS.

B. UNLESS OTHERWISE INDICATED ROUTED, ROUTE ALL DUCTWORK AND

PIPING ABOVE CEILINGS. ROUTE ALL DUCTWORK AND PIPING AS HIGH AS

POSSIBLE IN AREAS WITHOUT CEILINGS. ROUTE ALL DUCTWORK AND PIPING

TIGHT TO STRUCTURE.

C. DUCT DIMENSIONS ARE INSIDE CLEAR DIMENSIONS. INCREASE SHEET

METAL DIMENSIONS ON LINED DUCTWORK TO MAINTAIN THE INSIDE

CLEAR DIMENSIONS INDICATED.

D. UNLESS OTHERWISE INDICATED, PROVIDE DUCT RUNOUTS TO TERMINAL

UNITS SAME SIZE AS TERMINAL UNIT INLET.

E. FLEXIBLE DUCT RUNOUTS TO TERMINAL AIR DEVICES SHALL BE SAME

SIZE AS DIFFUSER CONNECTION. LIMIT FLEX TO 5 FEET.

F. INSTALL CALIBRATED BALANCING VALVES AND VENTURIS WITH A MINIMUM

UNRESTRICTED STRAIGHT RUN OF 5 PIPE DIAMETERS UPSTREAM AND

3 PIPE DIAMETERS DOWNSTREAM.

G. SEE ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS

OF DIFFUSERS, PLENUM SLOT DIFFUSERS, REGISTERS, AND GRILLS.

H. ALL WORK INDICATED IS NEW.

I. SOME SYMBOLS INDICATED ON THIS LEGEND SHEET MAY NOT APPEAR OF

THE DRAWINGS.

K. MOUNT CO2 SENSORS AND TEMPERATURE SENSORS 48 INCHES AFF.

L. ALL PIPING LOW POINTS SHALL HAVE DRAIN VALVES WITH HOSE

CONNECTION AND CAP.

M. ALL PIPING HIGH POINTS SHALL HAVE VALVED AIR VENTS.

N. PROVIDE 1-INCH DUCT LINER ON ALL TRANSFER DUCT.

T

T

HS

H

PS

SD

GENERAL CONTROL SYMBOLOGY

THERMOSTAT

TEMPERATURE SENSOR

HUMIDITY SENSOR

HUMIDISTAT

DUCT PRESSURE SENSOR

SMOKE DETECTOR

S

A

S1 900

36x24

DIFFUSER, REGISTER AND GRILLE NOTATION

SUPPLY DIFFUSER RETURN

REGISTER OR GRILLE

BALL VALVE

GATE VALVE

PLUG VALVE

GLOBE VALVE

CHECK VALVE

BUTTERFLY VALVE

MODULATING TWO-WAY

MODULATING THREE-WAY

SUPPLY REGISTER OR

GRILLE, SIDEWALL

RETURN/EXHAUST

REGISTER OR

GRILLE, SIDEWALL

DEVICE

IDENTIFICATION

AIR

QUANTITY

(CFM)

CALIBRATED BALANCING

VALVE

AUTOMATIC FLOW CONTROL

VALVE

ARROWS INDICATE

FLOW DIRECTION

DUCT SIZE IN INCHES

(NET INSIDE DIMENSIONS)

(RECTANGULAR DUCT SHOWN)

DIA INDICATES ROUND DUCT.

DIAO. INDICATES OVAL DUCT.

FOR RECTANGULAR DUCT:

FIRST FIGURE: SIDE SHOWN

SECOND FIGURE: SIDE NOT SHOWN

CD CARBON MONOXIDE DETECTOR

W

E

ESS

N

WATER METER

ELECTRIC METER

NIGHT THERMOSTAT

EMERGENCY STOP BUTTON

NPW NON-POTABLE WATER

FD

PA

EL

PG

PT

FLOOR SINK WITH TRAP

FS

ELBOW, 45 DEG.

WATER FLOW DETECTOR

WFD

DOUBLE CHECK VALVE

BACKFLOW PREVENTER

REDUCED PRESSURE

BACKFLOW PREVENTER

FIRE DEPARTMENT

CONNECTION

OS&Y VALVE

T

THERMOMETER GAGE

PRESSURE GAGE WITH SHUT

OFF COCK AND SIPHON OR

PULSATION DAMPENER

CAP BLIND FLANGE

MU MAKE-UP WATERHRR HEAT RECOVERY RETURN

HRS HEAT RECOVERY SUPPLY (E) EXISTING PIPING TO REMAIN

EXISTING PIPING TO BE

REMOVED

ROOM NUMBER000

ROUND DUCTØ

EXISTING WORK TO BE REMOVED

EXISTING WORK TO REMAIN-

POINT OF CONNECTION BETWEEN

NEW AND EXISTING WORK

POINT BETWEEN WORK TO REMAIN

AND WORK TO BE REMOVED

EXHAUST

REGISTER OR GRILLE

Mechanical Sheet Numbering Prefixes M- All or any portion of subjects in the following

With Level 2 Designators (no dash) MD Mechanical Demolition Protection, termination, and removal MH HVAC Ductwork, air devices, and equipment MI Instrumentation and controls MP Hydronic Piping - Chilled and heating water, steam

US Army Corps of Engineers ®

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C a ir o D ra in a g e D is tr ic t

S C

A L L A

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1/4" = 1'-0"A1

MECHANICAL EQUIPMENT DEMOLITION

PLAN

KEYED NOTES:

1. CONTRACTOR SHALL REMOVE AND DISPOSE THE EXISTING

THREE MOTORS AND THEIR ASSOCIATED THREE WATER PUMPS.

2. CONTRACTOR SHALL REMOVE AND DISPOSE THE EXISTING

THREE LUBRICATION SYSTEMS

3. CONTRACTOR SHALL REMOVE AND DISPOSE THE EXISTING

TWO ELECTRIC UNIT HEATERS

4. CONTRACTOR SHALL REMOVE AND DISPOSE THE EXISTING

EXHAUST FAN.

PLAN NORTH

0 2' 4' 8'

R e v is io n

D a te

BC

O

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R

EV

BTM OF OUTLET SLAB

290' - 6"

TOP OF WINGWALL

308' - 0"

STRUCTURE PLAN VIEW

- INLET

340' - 0"

TOP OF FIRST RISE

314' - 0"

US Army Corps of Engineers ®

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G o o s e P o n d P u m p S ta ti o n R e n v o v a ti o n

C a ir o D ra in a g e D is tr ic t A le x a n d e r c o u n ty

Il lin o is

S h a n e C a lla h a n P

.E

1/4" = 1'-0"A1

EXISTING OUTLET STRUCTURE PLAN

KEYED NOTES:

1- CONTRACTOR SHALL REMOVE AND DISPOSE EXISTING 48 (INCH) FLAP

GATE

0 2' 4' 8'

PLAN NORTH

BC

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J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

P R

O J E

C T

P N

O

M

E C

\D e s ig n \M a n d E

D e s ig n \G o o s e P o n d P u m p S ta ti o n

\M e c h a n ic a l\ G o o s e P o n d .r v t

/2

/2

:4

:1

P

M

M-101

N E

W M

E C

H A

N

IC

A L E

Q U

IP

M

E N

T P

L A

N

M is s is s ip p i R iv e r

L e v e e s

M a in te n a n c e

M E

M P

H

IS

D

IS

T R

IC

T

N

O R

T H

M A

IN

S

T R

E E

T

M R

A M

S E

Y P

.E

M S

H E

H A

T A

R T

U R

N A

G E

P

.E

M A

R C

H

W E

Q -X

X -X

-X X

X X

W -X

X -X

-X X

X X

G o o s e P o n d P u m p S ta ti o n R e n o v a ti o n

C a ir o D ra in a g e D is tr ic t

S C

A L L A

H A

N P

.E

1/4" = 1'-0"A1

NEW MECHANICAL EQUIPMENT PLAN

KEYED NOTES:

1. CONTRACTOR SHALL PROVIDE AND INSTALL THREE NEW

MOTORS AND THEIR ASSOCIATED 3 PUMPS. CONTRACTOR

SHALL ENSURE THAT THE NEW PUMPS WILL WORK WITH

THE EXISTING LOW LEVEL CUT OFF CONTROL

PENUMATIC SYSTEM.

2. CONTRACTOR SHALL PROVIDE AND INSTALL THREE

NEW LUBRICATION SYSTEMS.

3. CONTRACTOR SHALL PROVIDE AND INSTALL TWO NEW

ELECTRIC UNIT HEATERS

4. CONTRACTOR SHALL PROVIDE AND INSTALL ONE NEW

EXHAUST FAN

0 4' 8' 16'

PLAN NORTH

EF

EH2

EH1

P1

P2

P3

PL1

PL2

PL3

BC

O

ES

R

EV

BTM OF OUTLET SLAB

290' - 6"

TOP OF WINGWALL

308' - 0"

STRUCTURE PLAN VIEW

- INLET

340' - 0"

TOP OF FIRST RISE

314' - 0"

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

P R

O J E

C T

P N

O

M

E C

\D e s ig n \M a n d E

D e s ig n \G o o s e P o n d P u m p S ta ti o n

\M e c h a n ic a l\ G o o s e P o n d F la p G a te

P la n s .r v t

/2

/2

:5

:2

P

M

M-201

N E

W O

U T

L E

T S

T R

U C

T U

R E

P L A

N

M is s ip p i R iv e r

L e v e e s

M a in ta n a n c e

M E

M P

H

IS

D

IS

T R

IC

T

N

M A

IN

S

T R

E E

T

M in a S h e h a ta

M in a S h e h a ta

R o b e rt

T u rn a g e P

.E

M A

R C

H

W -X

X -X

-X X

X X

W -X

X -X

-X X

X X

G o o s e P o n d P u m p S ta ti o n R e n v o v a ti o n

C a ir o D ra in a g e D is tr ic t A le x a n d e r c o u n ty

Il lin o is

S h a n e C a lla h a n P

.E

1/4" = 1'-0"A1

NEW OUTLET STRUCTURE PLAN

KEYED NOTES:

1- CONTRACTOR SHALL PROVIDE AND INSTALL NEW 48 (INCH) FLAP GATE

WITH MANUFACTURER INSTALLATION RECOMENDATION

- THE FLAP GATE SHALL BE SUITABLE FOR OPERATION ON 35 FT MAXIMUM SEATING HEAD

- THE FLAP GATE SHALL BE PROVIDED WITH CAST IRON FRAME . LINKS, ARMS, AND BOLTS SHALL BE STAINLESS STEEL

- MATERIAL CONFIGURATION SHALL BE VERIFIED WITH THE MANUFACTURER.

- FLAP GATE SHALL BE BOLTED DIRECTLEY TO HEADWALL AND SHALL BE ADHERE TO SPECFICATION 35 20 18.

0 2' 4' 8'

PLAN NORTH

BC

O

ES

R

EV

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

P R

O J E

C T

P N

O

M

E C

\D e s ig n \M a n d E

D e s ig n \G o o s e P o n d P u m p S ta ti o n

\M e c h a n ic a l\ G o o s e P o n d .r v t

/2

/2

:4

:1

P

M

M-401

M E

C H

A N

IC

A

L A

S -B

U

IL

T D

R A

W

IN

G S

M is s is s ip p i R iv e r

L e v e e s

M a in te n a n c e

M E

M P

H

IS

D

IS

T R

IC

T

N

O R

T H

M A

IN

S

T R

E E

T

M R

A M

S E

Y P

.E

M S

H E

H A

T A

R T

U R

N A

G E

P

.E

M A

R C

H

W E

Q -X

X -X

-X X

X X

W -X

X -X

-X X

X X

G o o s e P o n d P u m p S ta ti o n R e n o v a ti o n

C a ir o D ra in a g e D is tr ic t

S C

A L L A

H A

N P

.E

ALL FIGURES ARE FOR INFORMATION ONLY

NTSA1

MECHANICAL AS -BUILT DRAWINGS (1952)

BC

O

ES

R

EV

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

P R

O J E

C T

P N

O

M

E C

\D e s ig n \M a n d E

D e s ig n \G o o s e P o n d P u m p S ta ti o n

\M e c h a n ic a l\ G o o s e P o n d .r v t

/2

/2

:4

:1

P

M

M-601

M E

C H

A N

IC

A

L E

Q U

IP

E

M N

T S

C H

E D

U L E

M is s is s ip p i R iv e r

L e v e e s

M a in te n a n c e

M E

M P

H

IS

D

IS

T R

IC

T

N

O R

T H

M A

IN

S

T R

E E

T

M

IN

A S

H E

H A

T A

M

IN

A S

H E

H A

T A

R T

U R

N A

G E

P

.E

M A

R C

H

W E

Q -X

X -X

-X X

X X

W -X

X -X

-X X

X X

G o o s e P o n d P u m p S ta ti o n R e n o v a ti o n

C a ir o D ra in a g e D is tr ic t

S C

A L L A

H A

N P

.E

MECHANICAL EQUIPEMNT SCHEDULE

BC

O

ES

R

EV

Notes:

Total Amps:

Total Load:

5 6

3 4

1 2

CKT Circuit Description Trip Poles Poles Trip Circuit Description CKT

Notes:

Enclosure: MCB Rating: 225 A

Mounting: SURFACE Wires: 4 Mains Rating: 225 A

Supply From: Phases: 1 Mains Type:

Location: Volts: 240V/120 A.I.C. Rating:

Panel:

LIGHTING

GATE MOTOR HEATER

EXHAUST FAN VENTILATOR

PANEL A

SERVICE DISCONNECT

GOOSE POND PUMPING STATION

NEMA 12

LIGHTING

RECEPTACLES

SWITCHGEAR HEATERS

20 A 1 20 A1

20 A 1 20 A1

20 A 1 20 A1

11 12

9 10

7 8SWITCHGEAR HEATERS

UNIT HEATER 1

UNIT HEATER

2--

GATE HOIST MOTOR

20 A 1 40 A2

40 A 2

20 A2

17 18

15 16

13 14MOTOR NO. 1 HEATERS

MOTOR NO. 2 HEATERS

PUMP…