W912P621B0010_117285_GSD_27th and Chase_St_Pump_Stn_Force_Main_Replacement_RTA_PLANS_(20-Aug-21).pdf

PDF 20 MB Posted Aug 23, 2021

Attached to: GARY SANITARY DISTRICT 27TH AND CHASE PUMP STATION FORCE MAIN REPLACEMENT - SECTION 219, GARY, LAKE COUNTY, INDIANA (USACE ACQUISITION)
Solicitation number: W912P621B0010
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract solicitation for construction services. The United States Army Corps of Engineers - Chicago District is seeking bids to replace approximately 700 linear feet of a 45-inch force main for the Gary Sanitary District in Gary, Indiana. The project requires replacing an existing force main that runs under a highway with a new line that will be jack bored and excavated, and then reconnecting it to the existing infrastructure. Bids for the work, which is estimated to cost between $1 million and $5 million, are due by September 22, 2021. The solicitation is full and open competition and targets small businesses. The point of contact for bids is listed.

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File	Type	Posted
ATTENDANCE SHEET PREBID MEETING FOR IFB NO W912P621B0010 GSD 27TH AND CHASE PUMP STATION FORCE MAIN REPLC.pdf	PDF	Sep 13, 2021
Solicitation and Project Specifications W912P621B0010_117285_GSD_27th and Chase_St_Pump_Stn_Force_Main_Replacement_Gary_IN_RTA_SPECS_23-Aug-21.pdf	PDF	Aug 23, 2021

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SOLICITATION NO.:

CERTIFIED FINAL DOCUMENTS:

AS-AWARDED CERTIFIED FINAL:

AWARD DATE:

CHICAGO DISTRICT

GARY SANITARY DISTRICT - 27TH AND CHASE PUMP STATION

FORCE MAIN REPLACEMENT PROJECT

GARY, INDIANA

XXXXXX

W912P621B0010

XXXXXX

N N

C R

O N

D B

C O

N O

B Y:

D R

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E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

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T, IN

, S U

S, IN

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G-001

US Army Corps of Engineers ®

9025 RIVER ROAD, SUITE 200

INDIANAPOLIS, IN 46240

TEL 317.547.5580 FAX 317.543.0270

www.structurepoint.com

SHEET INDEX

SHEET SHEET TITLE

NUMBER REFERENCE

1. G-001 LOCATION MAP AND SHEET INDEX

2. G-002 LEGEND, ABBREVIATIONS AND GENERAL NOTES

3. G-003 WORK LIMITS

4. G-004 STORAGE/LAYDOWN/SOIL DISPOSAL AREA

5. V-001 SURVEY CONTROL AND BENCHMARKS

6. C-101 FORCE MAIN REPLACEMENT PLAN AND PROFILE

7. C-102 FORCE MAIN REPLACEMENT PLAN AND PROFILE

8. C-103 FORCE MAIN REPLACEMENT PLAN AND PROFILE

9. C-104 FORCE MAIN REPLACEMENT PLAN AND PROFILE

10.C-105 FORCE MAIN REPLACEMENT PLAN AND PROFILE

11.C-500 COMBINATION AIR VACUUM RELEASE VALVE VAULT #1

12.C-501 COMBINATION AIR VACUUM RELEASE VALVE VAULT #2

13.C-502 DETAILS

14.C-503 DETAILS EROSION CONTROL

15.C-504 DETAILS EROSION CONTROL

LOCATION MAP

(N.T.S.)

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AutoCAD SHX Text No.

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STATE OF

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CHASE STREET

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CHASE STREET

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25TH AVENUE

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25TH AVENUE

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G-002

GENERAL NOTESABBREVIATIONSLEGEND

A/C AIR CONDITIONING

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

ARCH ARCHITECT

ARV AIR RELIEF VALVE

ASPH ASPHALT

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AUTO AUTOMATIC

BB BUFFALO BOX

BDRY BOUNDARY

BFV BUTTERFLY VALVE

BLDG BUILDING

BM BENCHMARK

CB CATCH BASIN

CI CURB INLET

CIP CAST-IN-PLACE

CIPP CURED IN PLACE PIPE

CLR CLEARANCE

CMP CORRUGATED METAL PIPE

CPP CORRUGATED PLASTIC PIPE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

CONC CONCRETE

CP CONTROL POINT

C TO C CENTER TO CENTER

CU FT CUBIC FEET

CU YD CUBIC YARDS

DAT DATUM

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DI DUCTILE IRON

DIA DIAMETER

DIM DIMENSION

DIMJ DUCTILE IRON MECHANICAL JOINT

DIRJ DUCTILE IRON RESTRAINED JOINT

DS DOWNSPOUT

DWG DRAWING

E EAST

E ELECTRIC

EL ELEVATION

ELEV ELEVATION

EA EACH

ELEC ELECTRIC

EQ EQUAL

EQUIP EQUIPMENT

EX EXISTING

EXIST EXISTING

FD FLOOR DRAIN

FH FIRE HYDRANT

FIG FIGURE

FIN FINISH

FIN FLR FINISH FLOOR

FLEX FLEXIBLE

FM FORCE MAIN

FT FOOT (FEET)

FTG FOOTING

G GAS

GAL GALLON(S)

GALV GALVANIZED

GOVT GOVERNMENT

GPM GALLONS PER MINUTE

GV GAS VALVE

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HH HANDHOLE

HORIZ HORIZONTAL

HP HORSE POWER

HPT HIGH POINT

HT HEIGHT

HVAC HEATING, VENTILATING AND AIR CONDITIONING

ID INSIDE DIAMETER

IN INCH

INV INVERT

LF LINEAR FEET

LPT LOW POINT

MATL MATERIAL

MECH MECHANICAL

MFG MANUFACTURING

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

MOD MODIFIED

N NORTH

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

P POLE

PP POWER POLE

PED PEDESTAL

PERF PERFORATED

PI POINT OF INTERSECTION

PL PLATE

PL PROPERTY LINE

PPM PARTS PER MILLION

PREFAB PREFABRICATED

PRKG PARKING

PROJ PROJECT

PSI POUNDS PER SQUARE INCH

PT POINT

PV PLUG VALVE

PVC POLYVINYL CHLORIDE

QTY QUANTITY

R RADIUS

RAS RETURN ACTIVATED SLUDGE

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

REF REFERENCE

REQD REQUIRED

REV REVISION

ROW RIGHT OF WAY

R/W RIGHT OF WAY

S SOUTH

SCHD SCHEDULE

SD STORM DRAIN

SEC SECTION

SPEC SPECIFICATION

SS STAINLESS STEEL

STA STATION

STD STANDARD

STRUCT STRUCTURAL

SYS SYSTEM

TAN TANGENT

TBA TO BE ABANDONED THIS CONTRACT

TBM TEMPORARY BENCHMARK

TEL TELEPHONE

TEMP TEMPORARY

TH TELEPHONE HANDHOLE

THK THICK(NESS)

TOB TOP OF BANK

TOPO TOPOGRAPHY

TOS TOE OF SLOPE

TOW TOP OF WALL

TR TOP OF RIM

TR TRAFFIC POLE

TV TELEVISION

TYP TYPICAL

UTIL UTILITY

VERT VERTICAL

VOL VOLUME

W WATER

W WEST

W WIDE (WIDTH)

WAS WASTE ACTIVATED SLUDGE

W/ WITH

W/O WITHOUT

WS WATERSTOP

WT WEIGHT

WV WATER VALVE

YD YARD1. THE FOLLOWING GENERAL NOTES ARE APPLICABLE TO THE ENTIRE SET OF

PLANS AND ARE NOT SHOWN ON EACH INDIVIDUAL SHEET. THE

CONTRACTOR IS RESPONSIBLE FOR APPLYING THESE NOTES THROUGHOUT

THE ENTIRE PROJECT.

2. CAUTION !! - THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES

SHOWN ON THESE PLANS ARE BASED UPON ABOVE GROUND EVIDENCE

(INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS

MADE UPON THE GROUND BY OTHERS) AND ARE SPECULATIVE IN NATURE.

THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH

THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND

EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING

UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR

TO ANY AND ALL CONSTRUCTION. - CALL TOLL FREE 1(800)382-5544 INDIANA

UNDERGROUND.

3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PLANS AND

SPECIFICATIONS FOR THIS PROJECT. ADDITIONS, DELETIONS, AND/OR

REVISIONS TO THE FACILITIES SHALL NOT BE MADE WITHOUT PRIOR

APPROVAL BY THE ENGINEER. THE CONTRACTOR SHALL KEEP AND

MAINTAIN IN GOOD CONDITION A COMPLETE SET OF THE PROJECT PLANS

AND SPECIFICATIONS ON THE JOB SITE AT ALL TIMES.

4. COMPLY WITH ALL LOCAL, STATE, AND FEDERAL CODES, ORDINANCES,

RULES, REGULATIONS, ORDERS, AND OTHER LEGAL REQUIREMENTS OF

MUNICIPAL AUTHORITIES WHICH BEAR ON THE PERFORMANCE OF THE

WORK.

5. IN THE EVENT THAT THE CONTRACTOR DISCOVERS A DISCREPANCY ON THE

CONSTRUCTION PLANS OR A POTENTIAL UTILITY CONFLICT, HE SHALL

CONTACT THE ENGINEER IMMEDIATELY FOR CLARIFICATION PRIOR TO

PROCEEDING WITH CONSTRUCTION OF THE PORTION IN QUESTION.

6. CONSTRUCTION SHALL NOT COMMENCE UNTIL ALL NECESSARY PERMITS

HAVE BEEN OBTAINED.

7. ALL EXISTING UTILITIES SHOWN IN PROFILE ARE SHOWN AT THEIR ASSUMED

ELEVATIONS. FIELD VERIFY PRIOR TO CONSTRUCTION.

8. PROTECT POWER POLES AND/OR OTHER UTILITIES FROM DAMAGE IN A

MANNER APPROVED BY THE UTILITY COMPANIES AND THE ENGINEER.

9. REMOVAL OF EXISTING CONCRETE AND ASPHALT PAVEMENT SHALL INCLUDE

ALL AGGREGATE BASE AND SUB-GRADE MATERIALS. SAW-CUT ALL EXISTING

PAVED AREAS. ALL CUTS SHALL BE CLEAN, NEAT, AND TRUE TO LINE. ALL

CONCRETE AND ASPHALT PAVEMENT MATERIAL TO BE DEMOLISHED SHALL

BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER.

10. ALL DISTURBED AREAS INCLUDING, BUT NOT LIMITED TO, STREETS, DRIVES,

WALKS, LAWNS, ETC. SHALL BE RESTORED TO ORIGINAL OR BETTER

CONDITION. ALL CULVERTS, STORM PIPES, AND APPURTENANCES SHALL BE

REPLACED AS SPECIFIED BY THE CONTRACT DOCUMENTS OR IF DAMAGED

DURING CONSTRUCTION WITH SAME MATERIAL AND SIZE AS EXISTING.

CULVERT SIZE SHALL NOT BE SMALLER THAN 12 INCHES. SWALES, DITCHES,

ETC. SHALL BE REGRADED TO PROVIDE POSITIVE DRAINAGE.

11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT,

GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR

PRIVATE STREETS, PARKING LOTS, OR WALKS. THIS MATERIAL REMOVAL OR

SWEEPING OF THE STREETS SHALL BE DONE AS FREQUENTLY AS

NECESSARY TO MAINTAIN CLEAN STREETS. THE CONTRACTOR MUST ALSO

KEEP AIRBORNE DIRT AND DUST TO A MINIMUM BY USING WATER OR OTHER

METHODS AS NECESSARY.

12. WORK SHALL BE STAGED WITHIN RIGHTS-OF-WAY, EASEMENTS, OR

PROPERTY OWNED BY THE CITY OF GARY. VERIFY CITY OWNED

PROPERTIES ARE VACANT AND AVAILABLE PRIOR TO OCCUPYING OR

STAGING WORK.

13. COORDINATE WITH THE LOCAL UTILITY FOR ALL UTILITY RELOCATION

REQUIREMENTS.

14. TAKE PRECAUTIONS AS OUTLINED IN EM385 1-1 REGARDING WORKING NEAR

THE POWER LINES.

15. PROPERTIES WITHIN THE PROJECT AREA THAT ARE OWNED BY THE CITY OF

GARY, WILL BE AVAILABLE FOR THE CONTRACTOR'S USE FOR CLEAN SOIL

DISPOSAL, CONTRACTOR LAYDOWN, STAGING, AND TEMPORARY EASEMENT.

SEE SHEET G-003 FOR LOCATIONS. SOIL DISPOSAL ONLY AT LOCATION

SHOWN ON G-004.

16. PROJECT SIGN SHALL BE LOCATED AT THE ENTRANCE TO THE PUMP

STATION ON CHASE STREET. COORDINATE EXACT LOCATION WITH THE CITY

OF GARY.

17. CONTRACTOR SHALL SUPPORT TRENCH PER U.S. ARMY CORPS OF

ENGINEERS ENGINEERING MANUAL (EM 385-1-1), SECTION 25, LATEST

EDITION.

18. MINIMIZE IMPACTS TO TREES IN THE PROJECT AREA. DO NOT REMOVE

TREES BETWEEN APRIL 15 - JULY 31.

SAN SAN

W W W W

COMM COMM

E E E E

G G G

SD SD

OTR

CATV

TREE, DECIDUOUS

TREE, EVERGREEN

SHRUB

FLAG POLE

SOIL BORING LOCATION

MAILBOX

STREET SIGN

GUARD POST

MONITORING WELL

WATER METER

FIRE PLUG

WATER VALVE

GAS VALVE

GAS MARKER

GUY POLE

ELECTRIC JUNCTION BOX

ELECTRIC HANDHOLE

COMBINATION POLE

AIR CONDITIONER UNIT

LIGHT POLE

GROUND LIGHT

TRANSFORMER

TELEPHONE POLE

TELEPHONE BOX

TELEPHONE MANHOLE

TELEPHONE PEDESTAL

TELEPHONE CROSS BOX

TELEPHONE MARKER

TELEPHONE HANDHOLE

TRAFFIC EQUIPMENT

TRAFFIC POLE

SANITARY MANHOLE

DRAINAGE MANHOLE

DRAINAGE INLET

DRAINAGE CURB INLET

DOWN SPOUT

GAS METER

TRAFFIC DETECTOR HOUSING

CONTOUR MINOR

TELECOMMUNICATIONS

SANITARY

WATER MAIN

CONTOUR MAJOR

ELECTRIC

GAS

DRAINAGE

OVERHEAD TRAFFIC

RIGHT-OF-WAY

PROPERTY LINE

CABLE TV

FIRE HYDRANT

TEMPORARY BENCHMARK

CONTROL POINT

HOSE BIBB

BUFFALO BOX

CLEAN OUT

TRAFFIC MANHOLE

YARD LIGHT

POWER POLE

ELECTRIC METER BOX

WATER MANHOLE

STAND PIPE

SPIGOT

STUMP

C/E C/E EASEMENT

COMB COMB COMB COMBINED SEWER

UTILITY MARKER

OHE OVERHEAD ELECTRIC

SF SILT FENCE

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STATE OF

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PE11500679

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S 1 2 V

N 1 2 V

RIDG

O O

R - REAL ESTATE CO

2ND ADDITIO

N - TO

- G

ARY

BLO

CK 20

VACATED ALLEY

TAFT STREET PLAT

LOT 5

LOT 4

LOT 3

LOT 2

LOT 1

VACATED ALLEY

6t h

RIDG

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R - REAL ESTATE CO

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A1 WORK LIMITS

SCALE: HOROIZONTAL 1"=40' 40' 80'0

LEGEND

PROPOSED 25' PERMANENT UTILITY EASEMENT

GENERAL SHEET NOTES

WORK AND STORAGE AREA LIMIT TABLES

50384.688 1.2

AREA (sqft) AREA (ACRES)

20' EXISTING EASEMENT FOR SANITARY

SEWER

TEMPORARY WORK AREA EASEMENT

(STORAGE AND LAYDOWN AREA)

(EXISTING BUILDINGS AND STRUCTURES ARE EXCLUDED)

250181.116 5.8

DESCRIPTION

TEMPORARY WORK AREA EASEMENT

(STORAGE \ LAYDOWN AREA)

DISPOSAL AREA (SEE SHEET G004)

W O

R K

G-003

WORK LIMITS

(EXISTING BUILDINGS AND STRUCTURES ARE EXCLUDED)

GARY SANITARY DISTRICT

#436441

GARY SANITARY DISTRICT

WARRANTY DEED

#436443

SANITARY DISTRICT OF THE

CITY OF GARY

WARRANTY DEED

#436444

SANITARY DISTRICT

OF THE CITY OF GARY

WARRANTY DEED

#436445

CITY OF GARY

WARRANTY DEED

#954522

CITY OF GARY.

WARRANTY DEED

#259905

CITY OF GARY, PARKS AND

RECREATION DEPT.

QUITCLAIM DEED

INSTRUMENT #2006 028140

RIDGEMOOR - REAL ESTATE CO'S

2ND ADDITION - TO - GARY

BLOCK 9

LOT 5 - 46

RIDGEMOOR - REAL ESTATE CO'S

2ND ADDITION - TO - GARY

BLOCK 20

LOT 1- 21, 46 - 55, 58 - 66

CITY OF GARY, PARKS AND

RECREATION DEPT.

QUITCLAIM DEED

INSTRUMENT #2006 028140

RIDGEMOOR - REAL ESTATE CO'S

2ND ADDITION - TO - GARY

BLOCK 20

LOT 56 - 57

TAFT STREET PLAT

LOT 31

TAFT STREET PLAT

LOT 32 - 34

TAFT STREET PLAT

LOT 161 &

N 1/2 VACATED STREET

TAFT STREET PLAT

LOT 160 &

S 1/2 VACATED STREET

TAFT STREET PLAT

LOT 159

OWNER TABLE

143199.76 3.3 WORK LIMITS (BASE BID)

26974.567 0.6 PROPOSED 25' PERMANENT

UTILITY EASEMENT

21942.5401 0.5 20' EXISTING EASEMENT FOR

SANITARY SEWER

INDOT RIGHT-OF-WAY

PERMIT REQUIRED

I-80/94

BASE BID OPTION

85387.641 1.96 WORK LIMITS (OPTION)

NO EXCAVATION IN THE AREA IS ALLOWED.

EXCAVATION RESTRICTED AREA

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AutoCAD SHX Text No.

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STATE OF

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AutoCAD SHX Text I-80/94

AutoCAD SHX Text 25th AVE.

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CHASE STREET

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CHASE STREET

AutoCAD SHX Text I-80/94

I-80/94

N N

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US Army Corps of Engineers

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A1 SOIL DISPOSAL AREA

SCALE: HOROIZONTAL 1"=20' 80' 160'0

LEGEND

GENERAL SHEET NOTES

TEMPORARY WORK EASEMENT (DISPOSAL AREA)

(EXISTING BUILDINGS AND STRUCTURES ARE EXCLUDED)

W N

/S O

G-004

AutoCAD SHX Text PLOT SCALE: 1:3.560209 EDIT DATE: 6/22/17 - 1:47 PM EDITED BY: MGRIFFITH DRAWING FILE: P:\2019\00646\D. DRAWINGS\UTILITY INFRASTRUCTURE\G-004 - LAYDOWN.DWG1:3.560209 EDIT DATE: 6/22/17 - 1:47 PM EDITED BY: MGRIFFITH DRAWING FILE: P:\2019\00646\D. DRAWINGS\UTILITY INFRASTRUCTURE\G-004 - LAYDOWN.DWG EDIT DATE: 6/22/17 - 1:47 PM EDITED BY: MGRIFFITH DRAWING FILE: P:\2019\00646\D. DRAWINGS\UTILITY INFRASTRUCTURE\G-004 - LAYDOWN.DWG6/22/17 - 1:47 PM EDITED BY: MGRIFFITH DRAWING FILE: P:\2019\00646\D. DRAWINGS\UTILITY INFRASTRUCTURE\G-004 - LAYDOWN.DWG - 1:47 PM EDITED BY: MGRIFFITH DRAWING FILE: P:\2019\00646\D. DRAWINGS\UTILITY INFRASTRUCTURE\G-004 - LAYDOWN.DWG1:47 PM EDITED BY: MGRIFFITH DRAWING FILE: P:\2019\00646\D. DRAWINGS\UTILITY INFRASTRUCTURE\G-004 - LAYDOWN.DWG EDITED BY: MGRIFFITH DRAWING FILE: P:\2019\00646\D. DRAWINGS\UTILITY INFRASTRUCTURE\G-004 - LAYDOWN.DWGMGRIFFITH DRAWING FILE: P:\2019\00646\D. DRAWINGS\UTILITY INFRASTRUCTURE\G-004 - LAYDOWN.DWG DRAWING FILE: P:\2019\00646\D. DRAWINGS\UTILITY INFRASTRUCTURE\G-004 - LAYDOWN.DWGP:\2019\00646\D. DRAWINGS\UTILITY INFRASTRUCTURE\G-004 - LAYDOWN.DWG

AutoCAD SHX Text No.

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text

PE11500679

AutoCAD SHX Text I-80

AutoCAD SHX Text 25th AVE.

AutoCAD SHX Text

CHASE STREET

AutoCAD SHX Text

CHASE STREET

AutoCAD SHX Text

CHASE STREET

AutoCAD SHX Text

CHASE STREET

AutoCAD SHX Text I-80

I-80

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

O N

T, IN

, S U

S, IN

C H

O D

C H

O , I

-2

N D

C H

N F

O R

C E

N R

0 100' 200'

C O

O L

C H

V-001

CP ###

CALLOUTS

BENCH AND CONTROL INFORMATION

CONTROL POINT NUMBER

CONTROL POINT #501

N:2302356.5150 / E:2872814.0439

CONTROL POINT #502

N:2302391.1168 / E:2873114.0337

CONTROL POINT #503

N:2303860.6104 / E:2872871.8786

CONTROL POINT #504

N:2304010.1408 / E:2873040.9696

BENCHMARK INFORMATION (NAVD 88 DATUM)

BENCHMARK ELEVATIONS WERE ESTABLISHED FROM GPS OBSERVATIONS ON

THE IDENTIFIED BASE STATION DESCRIBED WITHIN. AN NGS OPUS SOLUTION

(FILE #72630050) WAS OBTAINED AND USED TO CONTROL THE PROJECT'S

VERTICAL DATUM. THE ELEVATIONS WERE THEN TRANSFERRED TO THE SITE

USING DIFFERENTIAL LEVELING.

TBM #50

RAILROAD SPIKE IN THE WEST SIDE UTILITY POLE #904-404, 90'± EAST OF THE

CENTERLINE OF CHASE STREET AND 110'± NORTH OF THE CENTERLINE OF 28th

AVENUE ENTRANCE.

ELEV:595.23'

TBM #51

MAG SPIKE IN THE WEST SIDE OF UTILITY POLE #864-637, 80'± WEST OF LIFT

STATION.

ELEV:594.25'

TBM #52

CUT SQUARE IN THE SOUTHEAST CORNER OF ELECTRIC BOX PAD, 90'± EAST

OF THE CENTERLINE OF CHASE STREET, 20'± NORTH OF NORTH SHOULDER I-80.

ELEV:599.34'

TBM #53

CUT SQUARE IN THE NORTH SIDE OLD CONCRETE BASE AT THE SOUTHEAST

CORNER OF 25th AVENUE AND CHASE STREET.

ELEV:601.05'

TBM #53CP #503

CP #504

TBM #52CP #501

TBM #50

CP #502

TBM #51

I-8

N U

CHASE STREET

27TH AND CHASE

PUMP STATION

AutoCAD SHX Text PLOT SCALE: 1:3.560209 EDIT DATE: 6/22/17 - 3:35 PM EDITED BY: MGRIFFITH DRAWING FILE: P:\2019\00646\D. DRAWINGS\UTILITY INFRASTRUCTURE\201900646.UI.2021-01-21.XTP.USACE.DWG1:3.560209 EDIT DATE: 6/22/17 - 3:35 PM EDITED BY: MGRIFFITH DRAWING FILE: P:\2019\00646\D. DRAWINGS\UTILITY INFRASTRUCTURE\201900646.UI.2021-01-21.XTP.USACE.DWG EDIT DATE: 6/22/17 - 3:35 PM EDITED BY: MGRIFFITH DRAWING FILE: P:\2019\00646\D. DRAWINGS\UTILITY INFRASTRUCTURE\201900646.UI.2021-01-21.XTP.USACE.DWG6/22/17 - 3:35 PM EDITED BY: MGRIFFITH DRAWING FILE: P:\2019\00646\D. DRAWINGS\UTILITY INFRASTRUCTURE\201900646.UI.2021-01-21.XTP.USACE.DWG - 3:35 PM EDITED BY: MGRIFFITH DRAWING FILE: P:\2019\00646\D. DRAWINGS\UTILITY INFRASTRUCTURE\201900646.UI.2021-01-21.XTP.USACE.DWG3:35 PM EDITED BY: MGRIFFITH DRAWING FILE: P:\2019\00646\D. DRAWINGS\UTILITY INFRASTRUCTURE\201900646.UI.2021-01-21.XTP.USACE.DWG EDITED BY: MGRIFFITH DRAWING FILE: P:\2019\00646\D. DRAWINGS\UTILITY INFRASTRUCTURE\201900646.UI.2021-01-21.XTP.USACE.DWGMGRIFFITH DRAWING FILE: P:\2019\00646\D. DRAWINGS\UTILITY INFRASTRUCTURE\201900646.UI.2021-01-21.XTP.USACE.DWG DRAWING FILE: P:\2019\00646\D. DRAWINGS\UTILITY INFRASTRUCTURE\201900646.UI.2021-01-21.XTP.USACE.DWGP:\2019\00646\D. DRAWINGS\UTILITY INFRASTRUCTURE\201900646.UI.2021-01-21.XTP.USACE.DWG

AutoCAD SHX Text No.

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text

PE11500679

AutoCAD SHX Text

CHASE ST

AutoCAD SHX Text

REBAR

AutoCAD SHX Text

RAILROAD SPIKE WEST SIDE UTILITY POLE #904-407

AutoCAD SHX Text 37.40'

AutoCAD SHX Text 78.40'

AutoCAD SHX Text

MAG NAIL TOP OF GUARD POST

AutoCAD SHX Text

NORTHWEST CORNER OF BUILDING

AutoCAD SHX Text 134.48'

AutoCAD SHX Text

MAG NAIL WEST SIDE UTILITY POLE #904-405

AutoCAD SHX Text 28th AVE

AutoCAD SHX Text 35.10'

AutoCAD SHX Text 87.45'

AutoCAD SHX Text

CHASE ST

AutoCAD SHX Text

SOUTHWEST CORNER OF BUILDING

AutoCAD SHX Text

REBAR

AutoCAD SHX Text

MAG NAIL NORTH SIDE 24" TREE

AutoCAD SHX Text 58.70'

AutoCAD SHX Text 51.60'

AutoCAD SHX Text 25.50'

AutoCAD SHX Text

LIFT STATION BUILDING

AutoCAD SHX Text

CONC

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

MAG NAIL WEST SIDE UTILITY POLE #864-637

AutoCAD SHX Text

MAG NAIL IN ASPHALT

AutoCAD SHX Text

NORTH FACE SPIGOT

AutoCAD SHX Text

REBAR

AutoCAD SHX Text 54.15'

AutoCAD SHX Text 33.55'

AutoCAD SHX Text 9.85'

AutoCAD SHX Text 46.55'

AutoCAD SHX Text 25th AVE

AutoCAD SHX Text

MAG NAIL EAST SIDE UTILITY POLE #198-114

AutoCAD SHX Text

MAG NAIL NORTHEAST SIDE UTILITY POLE #907.918

AutoCAD SHX Text

MAG NAIL SOUTHWEST SIDE ABANDONED UTILITY POLE

AutoCAD SHX Text

REBAR

AutoCAD SHX Text 57.20'

109.35'

C O

M M

OHE

O H

OHE

O H

OHE

metal building

1 story brick

(7 ' c ha in li nk fe nc e)

(6 ' c ha in li nk fe nc e)

(8' chain link fence with barbed wire) gate ga te ga te

(s to ne ) (c on c)

(asphalt)

(a sp ha lt)

(co nc

(conc)

(c on c)

(g ra ss

(grass)

(stone)

(stone) (stone & grass)

(c on c)

(s to ne

12" metal

(g ra ss

(grass)

(conc)

(c on c) metal steps

(brush & small trees)

(asphalt)

7' chain link fence with barbed wire

(stone)

7' chain link fence with barbed wire

7' chain link fence with barbed wire ga te

FFE:596.34

(grass)

FFE:596.37

building height:16.8' lath approx. testhole

(c on c) exist sanitary mh tr:594.49 no pipes, full of water air release valve inv:586.19 bottom inv:588.24 water level exist sanitary mh tr:595.28 no pipes, full of water air release valve inv:585.78 bottom inv:586.68 water level exist drainage mh structure abandoned full of water tr:594.94 inv(w):591.34 inv(s):591.34 direction only

" r cpexist drainage mh tr:594.10 unable to open lid stuck shut

SDSD

24" rcp inv:590.71

" r cp exist drainage inlet tr:595.88 inv:594.39 bottom

E E E E E E E E E E EG

C O

M M fm fm fm fm fm fm fm fm fm unk unk unk unk

593594

594 59 1 59

(ri pr ap

9+80 10+00 11+00 12+00 13+00

N: 2302559.81 E: 2872972.67

N: 2302559.81 E: 2872957.67

N: 2302539.81 E: 2872957.67

N: 2302539.81 E: 2872972.67

SF SF

SFSFSF

EXISTING GROUND

° B

, L

E ''F

M -1

° B

, L

E ''F

M -1

" P

C C

P W

, L

E ''F

M -1

" M

. O

F 2)

, L

''F M

-1

N :2

110 LF OF 42" STEEL FORCEMAIN

42" PCCP PIPE AND CLOSURE PIECE

RESTRAINED JOINT

(APPROX. 23 LF OF 42" PCCP FORCEMAIN

SEE NOTES 4 AND 6 THIS SHEET)

25 LF OF 42" FRP RJ FORCEMAIN (SEE NOTE 6)

9'-0" LF OF 42" FRP RJ FORCEMAIN (SEE NOTE 6)

35 LF OF 42" FRP RJ FORCEMAIN

BROWN POORLY GRADED SAND

GRAY POORLY GRADED SAND

GRAY SILTY GRADED SAND

GRAY LEAN CLAY (STIFF)

GRAY LEAN CLAY (SOFT)

EL: 592.3

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

O N

T, IN

, S U

S, IN

C H

O D

C H

O , I

-2

N D

C H

N F

O R

C E

N R

D1 PLAN STA. 9+80 TO STA. 13+00

SCALE: 1"=20'

A1 PROFILE STA. 9+80 TO STA. 13+00

SCALE: HORIZONTAL 1"=20', VERTICAL 1"=5'

20' 40'0

I-8

C E

N R

A N

D P

R O

C-101

CLIN STRUCTURE

42" FRP

(RESTRAINED JOINT)

GENERAL SHEET NOTES

1. TYPICAL PAVEMENT SECTION

8" OF SUBBASE

6" OF BASE

2.5" OF INTERMEDIATE

1.5" OF SURFACE TO MATCH EXISTING SURFACE

2. FOR SIDEWALK REPLACEMENT, MATCH EXISTING SIDEWALK.

3. NATIVE MATERIAL MAY BE USED AS GRANULAR BACKFILL ABOVE PIPES

AND STRUCTURES, IF IT MEETS INDOT B BORROW SPECIFICATIONS.

4. REPLACE EXISTING 42" RESTRAINED JOINT PCCP WITH NEW 42"

RESTRAINED JOINT PCCP INCLUDING CLOSURE PIECE. DIMENSIONS

PROVIDED ARE APPROXIMATE. CONFIRM REQUIRED LENGTH AND

LAYOUT WITH THOMPSON PIPE GROUP BASED UPON AS-BUILT LAY

SCHEDULE. PCCP CLOSURE PIECE INCLUDES ALL PIPING REQUIRED

FOR RESTRAINED JOINT CONNECTION BETWEEN 42" MJ X MJ PLUG

VALVE AND CONNECTION TO EXISTING 42" PCCP FORCE MAIN.

5. TRANSITION FROM 42" FRP PIPE TO 42" STEEL PIPE WILL BE MADE USING

A FLANGE CONNECTION. FRP PIPE TO BE PROVIDED WITH A FLANGE,

AND FLANGED TO BE ATTACHED TO STEEL PIPE AT CONNECTION

LOCATION.

6. PCCP AND FRP FORCE MAIN LENGTHS INDICATED ARE APPROXIMATE

BASED UPON FITTINGS AND VALVE INFORMATION PROVIDED BY

SUPPLIERS AND REPRESENT PIPE LENGTHS ONLY (I.E. TOTAL LENGTH -

FITTINGS AND/OR VALVE LENGTHS). ACTUAL PIPE LENGTHS MAY

DIFFER AND WILL BE MEASURED IN THE FIELD FOR PAYMENT.

7. 42" PLUG VALVE NORTH OF 42"X42" PCCP WYE SHALL BE PROVIDED

WITH FLANGED CONNECTIONS. 42" PLUG VALVE NORTHEAST OF

42"X42" PCCP WYE SHALL BE PROVIDED WITH MECHANICAL JOINT

CONNECTIONS.

8. PROPOSED FRP FORCE MAIN LAMINATE (RESTRAINED JOINT)

LOCATIONS INDICATED ARE APPROXIMATE AND SHALL BE CONFIRMED

WITH THE PIPE MANUFACTURER PRIOR TO ORDERING PIPE MATERIALS

AND INITIATING CONSTRUCTION.

42" STEEL

20' x15' JACK AND BORE

RECEIVING PIT (ACTUAL

DIMENSIONS TO BE DETERMINED

BY CONTRACTOR)

42" STEEL JACK AND

BORE PIPE UNDER I-80

COMBINATION AIR VACUUM

RELEASE VALVE VAULT #1

(REFER TO DETAIL)

SEE NOTE 5

42" FL X FL PLUG VALVE

(REFER TO NOTE 7)

(SEE NOTE 7)

RESTORATION LEGEND

GRAVEL DRIVE REPLACEMENT AND IMPROVEMENTS

ASPHALT REPLACEMENT

CONCRETE SIDEWALK

GRASS

APPROXIMATE LOCATION OF FRP FIELD APPLIED

LAMINATE RESTRAINED JOINT (TYP.)

FRP PIPE

PCCP PIPE

STEEL PIPE

42" MJ X MJ PLUG VALVE

(REFER TO NOTE 7)

42" PCCP CLOSURE PIECE,

CONNECT TO EXISTING

FORCE MAIN (FIELD VERIFY)

42" FRP

(RESTRAINED

JOINT)

42" STEEL

APPROXIMATE LOCATION OF EXISTING

42" PCCP FORCE MAIN (TYP.)

FIELD VERIFY AS REQUIRED.

CONNECT TO EXISTING 42" PCCP

45° BEND (FIELD VERIFY)

21'-7"

(SEE NOTE 4)

FRP FIELD APPLIED LAMINATE

RESTRAINED JOINT (TYP.)

BASE BID STATION 9+80 TO 20+29

OPTION STATION 20+29 TO 25+62

42" PCCP WYE

AutoCAD SHX Text No.

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text

PE11500679

AutoCAD SHX Text

AutoCAD SHX Text +00

AutoCAD SHX Text

AutoCAD SHX Text +00

AutoCAD SHX Text

AutoCAD SHX Text +00

AutoCAD SHX Text

AutoCAD SHX Text +00

AutoCAD SHX Text

+00

OHEOHEOHEOHE

O H

(4 ' c ha in li nk fe nc e)

(piles of debris in this area) billboard (c on c)

(asphalt)

(b ru sh ) (brush & trees)

(stone)

(woods) brace post brace post

(c on c)

(s to ne

(c on c) conc base overhead sign lath testhole #2 exist sanitary mh tr:595.92 full of roots no flow inv(sw):583.82 inv(n):583.82

12" vcp direction only 12" vcp fm fm fm fm fm fm fm fm fm fm

8 59

4 59

12+00 13+00 14+00 15+00 16+00

SFSFSFSFSFSF

SF SF SF SF SF SFN: 2302904.73

E: 2872955.17

N: 2302944.73 E: 2872975.17

N: 2302944.73 E: 2872955.17

N: 2302904.73 E: 2872975.17

EXISTING GROUND

° B

, L

E ''F

M -1

" 2

5°

D A

N D

" I

N C

N D

5° B

, L

''F M

-1

N :2

246'-0" LF OF 42" STEEL FORCEMAIN

111 LF OF 48" FRP RJ FORCEMAIN

34 LF OF 48" FRP RJ FORCEMAIN (SEE NOTE 8)

T.O.P = 590.62

6" MIXED SAND, GRAVEL, AND ASHPALT

BROWN POORLY GRADED SAND

GRAY POORLY GRADED SAND

GRAY SILTY SAND

GRAY LEAN CLAY (STIFF)

GRAY LEAN CLAY (SOFT)

BROWN POORLY GRADED SAND

14" CONCRETE

DARK BROWN POORLY GRADE SAND

GRAY POORLY GRADED SAND

MOTTLED BLACK AND GRAY POORLY

GRADED SAND

GRAY SILTY SAND

GRAY LEAN CLAY (STIFF)

GRAY LEAN CLAY (SOFT)

EL: 592.1

EL: 593.6

T.O.P = 574.00

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

O N

T, IN

, S U

S, IN

C H

O D

C H

O , I

-2

N D

C H

N F

O R

C E

N R

D1 PLAN STA. 12+00 TO STA. 16+00

SCALE: 1"=20'

A1 PROFILE STA. 12+00 TO STA. 16+00

SCALE: HORIZONTAL 1"=20', VERTICAL 1"=5'

20' 40'0

I-8

C E

N R

A N

D P

R O

C-102

GENERAL SHEET NOTES

1. TYPICAL PAVEMENT SECTION

8" OF SUBBASE

6" OF BASE

2.5" OF INTERMEDIATE

1.5" OF SURFACE TO MATCH EXISTING SURFACE

2. FOR SIDEWALK REPLACEMENT, MATCH EXISTING SIDEWALK.

3. NATIVE MATERIAL MAY BE USED AS GRANULAR BACKFILL ABOVE PIPES

AND STRUCTURES, IF IT MEETS INDOT B BORROW SPECIFICATIONS.

4. TRANSITION FROM 42" FRP PIPE TO 42" STEEL PIPE WILL BE MADE USING

A FLANGE CONNECTION. FRP PIPE TO BE PROVIDED WITH A FLANGE,

AND FLANGE TO BE ATTACHED TO STEEL PIPE AT CONNECTION

LOCATION.

5. REPLACE EXISTING 42" RESTRAINED JOINT PCCP WITH NEW 42"

RESTRAINED JOINT PCCP INCLUDING CLOSURE PIECE. CONFIRM

REQUIRED LENGTH AND LAYOUT WITH THOMPSON PIPE GROUP BASED

UPON LAY SCHEDULE FROM PREVIOUS PROJECT.

6. ALL 42" PCCP AND FRP PIPE ON THIS SHEET SHALL BE RESTRAINED

JOINT.

7. FRP FORCE MAIN LENGTHS INDICATED ARE APPROXIMATE BASED UPON

FITTINGS AND VALVE INFORMATION PROVIDED BY SUPPLIERS AND

REPRESENT PIPE LENGTHS ONLY (I.E. TOTAL LENGTH MINUS FITTINGS

AND/OR VALVE LENGTHS). ACTUAL PIPE LENGTHS MAY DIFFER AND

WILL BE MEASURED IN THE FIELD FOR PAYMENT.

8. PROPOSED FRP FORCE MAIN LAMINATE (RESTRAINED JOINT)

LOCATIONS INDICATED ARE APPROXIMATE AND SHALL BE CONFIRMED

WITH THE PIPE MANUFACTURER PRIOR TO ORDERING PIPE MATERIALS

AND INITIATING CONSTRUCTION.

9. FORCE MAIN SHALL BE INSTALLED AT A POSITIVE SLOPE FROM THE

PROPOSED 22.5-DEGREE BEND AT STA 14+87 TO THE FORCE MAIN HIGH

POINT AT APPROXIMATELY STA 23+70. TOP OF PIPE (T.O.P.)

ELEVATIONS PROVIDED IN THE PROFILE ARE PROVIDED SO THAT A

CONSISTENT SLOPE (0.37%) CAN BE ACHIEVED.

40' x20' JACK AND BORE JACKING

PIT (ACTUAL DIMENSIONS TO BE

DETERMINED BY CONTRACTOR)

42" STEEL J&B PIPE

UNDER I-80

42" STEEL 48" FRPST

N D

50'-0"

MIN. RESTRAINED JOINT DISTANCE

42" x48" REDUCER

42" x42" 22.5° BEND

APPROXIMATE LOCATION OF EXISTING

42" PCCP FORCE MAIN (TYP.)

FIELD VERIFY AS REQUIRED.

RESTORATION LEGEND

GRAVEL DRIVE REPLACEMENT AND IMPROVEMENTS

ASPHALT REPLACEMENT

CONCRETE SIDEWALK

GRASS

APPROXIMATE LOCATION OF FRP FIELD APPLIED

LAMINATE RESTRAINED JOINT (TYP.)

FRP PIPE

PCCP PIPE

STEEL PIPE

CLIN STRUCTURE

BASE BID STATION 9+80 TO 20+29

OPTION STATION 20+29 TO 25+62

AutoCAD SHX Text No.

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text

PE11500679

AutoCAD SHX Text

AutoCAD SHX Text +00

AutoCAD SHX Text

AutoCAD SHX Text +00

AutoCAD SHX Text

AutoCAD SHX Text +00

AutoCAD SHX Text

AutoCAD SHX Text +00

AutoCAD SHX Text

OHEOHEOHEOHEOHEOHEOHE

(asphalt)

(woods)

(stone) lath testhole #3 fm fm fm fm fm fm fm fm

16+00 17+00 18+00 19+00

SFSFSFSFSFSFSFSFSFSF

SF SF SF SF SF SF SF SF SF SF

300'-0" LF OF 48" FRP RJ FORCEMAIN

T.O.P = 591.72

8" TOPSOIL

BROWN POORLY GRADED SAND

GRAY POORLY GRADED SAND

GRAY SILTY SAND

GRAY SANDY CLAY

GRAY LEAN CLAY (STIFF)

GRAY LEAN CLAY (SOFT)

EL: 590.5

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

O N

T, IN

, S U

S, IN

C H

O D

C H

O , I

-2

N D

C H

N F

O R

C E

N R

D1 PLAN STA. 16+00 TO STA.191+00

SCALE: 1"=20'

A1 PROFILE STA. 16+00 TO STA. 19+00

SCALE: HORIZONTAL 1"=20', VERTICAL 1"=5'

20' 40'0

C E

N R

A N

D P

R O

C-103

GENERAL SHEET NOTES

1. TYPICAL PAVEMENT SECTION

8" OF SUBBASE

6" OF BASE

2.5" OF INTERMEDIATE

1.5" OF SURFACE TO MATCH EXISTING SURFACE

2. FOR SIDEWALK REPLACEMENT, MATCH EXISTING SIDEWALK.

3. NATIVE MATERIAL MAY BE USED AS GRANULAR BACKFILL ABOVE PIPES

AND STRUCTURES, IF IT MEETS INDOT B BORROW SPECIFICATIONS.

4. FILL OVER PROPOSED FM TO PROVIDE 6' (MINIMUM) COVER AND BLEND

BACK INTO EXISTING GRADE AT MAXIMUM 5:1 SLOPE.

5. ALL PIPE FROM 42" STEEL TO 48" FRP TRANSITION TO MINIMUM 50'

NORTH OF SECOND 48" FRP 22.5-DEGREE BEND SHALL BE RESTRAINED

JOINT.

6. FORCE MAIN SHALL BE INSTALLED AT A POSITIVE SLOPE FROM THE

PROPOSED 22.5-DEGREE BEND AT STA 14+87 TO THE FORCE MAIN HIGH

POINT AT APPROXIMATELY STA 23+70. TOP OF PIPE (T.O.P.)

ELEVATIONS PROVIDED IN THE PROFILE ARE PROVIDED SO THAT A

CONSISTENT SLOPE (0.37%) CAN BE ACHIEVED.

APPROXIMATE FILL LIMITS

RESTORATION LEGEND

GRAVEL DRIVE REPLACEMENT AND IMPROVEMENTS

ASPHALT REPLACEMENT

CONCRETE SIDEWALK

GRASS

APPROXIMATE LOCATION OF FRP FIELD APPLIED

LAMINATE RESTRAINED JOINT (TYP.)

FRP PIPE

PCCP PIPE

STEEL PIPE

CLIN STRUCTURE

BASE BID STATION 9+80 TO 20+29

OPTION STATION 20+29 TO 25+62

AutoCAD SHX Text No.

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text

PE11500679

AutoCAD SHX Text

AutoCAD SHX Text +00

AutoCAD SHX Text

AutoCAD SHX Text +00

AutoCAD SHX Text

AutoCAD SHX Text +00

AutoCAD SHX Text

AutoCAD SHX Text +00

AutoCAD SHX Text

OHEOHEOHEOHEOHEOHEOHE

(woods)

(asphalt & stone) fm fm fm fm fm fm fm fm wetland flags

19+00 20+00 21+00 22+00

SF SF SF SF SF SF

SFSFSFSFSFSF

SFSF

SFSFSF

SF SF SF SF

N: 2303482.11 E: 2872937.81N: 2303477.11

E: 2872937.81

EXISTING GROUND

T.O.P = 592.83

" X

, L

''F M

-1

N :2

" X

, L

''F M

-1

N :2

129'-0" LF OF 48" FRP RJ FORCEMAIN (BASE BID)

DASHED LINE REPRESENTS

APPROXIMATE LOCATION OF EXISTING

FORCE MAIN. (FIELD VERIFY)

50' MIN. RESTRAINED DISTANCE

171'-0" LF OF 48" FRP RJ

FORCEMAIN (OPTION 1)

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

O N

T, IN

, S U

S, IN

C H

O D

C H

O , I

-2

N D

C H

N F

O R

C E

N R

D1 PLAN STA. 19+00 TO STA. 22+00

SCALE: 1"=20'

A1 PROFILE STA. 19+00 TO STA. 22+00

SCALE: HORIZONTAL 1"=20', VERTICAL 1"=5'

20' 40'0

C E

N R

A N

D P

R O

C-104

GENERAL SHEET NOTES

1. TYPICAL PAVEMENT SECTION

8" OF SUBBASE

6" OF BASE

2.5" OF INTERMEDIATE

1.5" OF SURFACE TO MATCH EXISTING SURFACE

2. FOR SIDEWALK REPLACEMENT, MATCH EXISTING SIDEWALK.

3. NATIVE MATERIAL MAY BE USED AS GRANULAR BACKFILL ABOVE PIPES

AND STRUCTURES, IF IT MEETS INDOT B BORROW SPECIFICATIONS.

4. FILL OVER PROPOSED FM TO PROVIDE 6' (MINIMUM) COVER AND BLEND

BACK INTO EXISTING GRADE AT MAXIMUM 5:1 SLOPE.

5. FRP FORCE MAIN LENGTHS INDICATED ARE APPROXIMATE BASED UPON

FITTINGS AND VALVE INFORMATION PROVIDED BY SUPPLIERS AND

REPRESENT PIPE LENGTHS ONLY (I.E. TOTAL LENGTH - FITTINGS

AND/OR VALVE LENGTHS. ACTUAL PIPE LENGTHS MAY DIFFER AND

WILL BE MEASURED IN THE FIELD FOR PAYMENT.

6. PROPOSED FRP FORCE MAIN LAMINATE (RESTRAINED JOINT)

LOCATIONS INDICATED ARE APPROXIMATE AND SHALL BE CONFIRMED

WITH THE PIPE MANUFACTURER PRIOR TO ORDERING PIPE MATERIALS

AND INITIATING CONSTRUCTION.

7. FORCE MAIN SHALL BE INSTALLED AT A POSITIVE SLOPE FROM THE

PROPOSED 22.5-DEGREE BEND AT STA 14+87 TO THE FORCE MAIN HIGH

POINT AT APPROXIMATELY STA 23+70. TOP OF PIPE (T.O.P.)

ELEVATIONS PROVIDED IN THE PROFILE ARE PROVIDED SO THAT A

CONSISTENT SLOPE (0.37%) CAN BE ACHIEVED.

8. DASHED LINE INDICATES THE APPROXIMATE DEPTH OF EXISTING 42"

PCCP FORCE MAIN BASED UPON POTHOLING INFORMATION. FIELD

VERIFY LOCATION AND TOP OF PIPE ELEVATION OF EXISTING FORCE

MAIN AND NOTIFY ENGINEER PRIOR TO CONSTRUCTION.

9. PROVIDE 6" OR 8" FRP FLANGED OUTLET. SIZE OF OUTLET BASED UPON

THE SIZE OF ARV PROVIDED. LOCATE FLANGED OUTLET AT LEAST 4'

UPSTREAM OF 22.5 DEGREE BEND CONNECTION LOCATION.

10. STATIONING OF PROPOSED 48"X30" FRP TEES INDICATED IN PLAN AND

PROFILE ARE ESTIMATIONS ONLY. FIELD VERIFY LOCATIONS OF

EXISTING 42" PCCP PIPE JOINTS AND CONFIRM ACTUAL LOCATIONS OF

TEES WITH ENGINEER PRIOR TO INITIATING INSTALLATION OF

PROPOSED 42"X30" TAPPING SLEEVES AS DIMENSIONED IN FORCE MAIN

CONNECTION DETAIL.

APPROXIMATE FILL LIMITS

RESTORATION LEGEND

GRAVEL DRIVE REPLACEMENT AND IMPROVEMENTS

ASPHALT REPLACEMENT

CONCRETE SIDEWALK

GRASS

APPROXIMATE LOCATION OF FRP FIELD APPLIED

LAMINATE RESTRAINED JOINT (TYP.)

FRP PIPE

PCCP PIPE

STEEL PIPE

8.5' (TYP.)

SCALE: 1"=10'

48" FRP FORCE

MAIN (TYP.)

48"X30" FRP TEE

(TYP.)

16' PCCP SEGMENT (TYP.)5' (TYP.)5' (TYP.)

2' -8

EXISTING 42"

PCCP PIPE

JOINT (TYP.)

30" RESILIENT

SEATED WEDGE

GATE VALVE

(TYP.)

FORCE MAIN CONNECTION DETAIL

(BASE BID)

BASE BID OPTION 1

EXISTING 42" PCCP PIPE

REFER TO FORCE MAIN

CONNECTION DETAIL

(BASE BID - THIS SHEET)

(SEE NOTE 10)

(SEE NOTE 9)

(SEE NOTE 8)

48" FLANGE AND CAP

(BASE BID LOCATION ONLY)

COMBINATION AIR VACUUM

RELEASE VALVE VAULT #2

(BASE BID LOCATION)

CLIN STRUCTURE

IF OPTION 1 AWARDED, BASE BID CONNECTION DETAIL

AND BASE BID LOCATION OF COMBINATION AIR VACUUM

RELEASE VALVE VAULT #2 ARE TRANSFERRED TO THE

OPTION 1 LOCATIONS.

BASE BID OPTION 1

BASE BID STATION 9+80 TO 20+29

OPTION STATION 20+29 TO 25+62

42"X30" PCCP

TAPPING SLEEVE

(TYP. OF 2)

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M G24 " c lu st er8"18 " c lu st er

8" tw in

4" 4"

O H

E O

H E

O H

E O

H E

OHEOHEOHEOHEOHEOHEOHEOHE

1 story frame

(2 4" ro ll cu rb

(6 " c on c cu rb wall

(a sp ha lt)

(broken asphalt) (c on c)

(c on c)

(conc)

(g ra ss

(grass)

(stone)

(woods)

(asphalt & stone)

(grass)

(stone)

(grass)

(c on c)

(grass) wall

FFE:600.87

building height:24.4'

(grass)

(g ra ss

(6 " c on c cu rb

)(c on c)

2" metal conc base asphalt

SAN

" v cp

SAN

" v cp direction only

18" o r 2

1" fm

0 60 wetland flags

CPT #504

22+00

23+00

24+00 25+00 26+00 fm fmfm fm fm fm fm fm

N: 2303798.68 E: 2873023.83

N: 2303794.06 E: 2873021.91

SF SF

SF SF SF SF SF SF

SFSF

EXISTING GROUND

° B

D (H

O R

, L

''F M

-1

N :2

° B

D (H

O R

, L

''F M

-1

N :2

5° B

, L

''F M

-1

N :2

5° B

, L

''F M

-1

N :2

129 LF OF 48" FRP RJ FORCEMAIN (OPTION 1)

17 LF OF 48" FRP RJ FORCEMAIN (OPTION 1)

100 LF OF 48" FRP RJ FORCEMAIN (OPTION 1)47 LF OF 48" FRP RJ FORCEMAIN

(OPTION 1)

" C

, L

E ''F

M -1

" X

, L

''F M

-1

N :2

" X

, L

''F M

-1

N :2

T.O.P = 593.46

(SEE NOTE 8)

13 LF OF 48"

FRP RJ FORCEMAIN

(OPTION 1)

7 LF OF 48" FRP RJ FORCEMAIN (OPTION 1) 18 LF OF 48" FRP RJ FORCEMAIN (OPTION 1)

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

O N

T, IN

, S U

S, IN

C H

O D

C H

O , I

-2

N D

C H

N F

O R

C E

N R

D1 PLAN STA. 22+00 TO STA.26+00

SCALE: 1"=20'

A1 PROFILE STA. 22+00 TO STA.26+00

SCALE: HOROIZONTAL 1"=20', VERTICAL 1"=5'

20' 40'0

20' 40'0 0 10' 20'

C E

N R

A N

D P

R O

C-105

GENERAL SHEET NOTES

1. TYPICAL PAVEMENT SECTION

8" OF SUBBASE

6" OF BASE

2.5" OF INTERMEDIATE

1.5" OF SURFACE TO MATCH EXISTING SURFACE

2. FOR SIDEWALK REPLACEMENT, MATCH EXISTING SIDEWALK.

3. NATIVE MATERIAL MAY BE USED AS GRANULAR BACKFILL ABOVE PIPES

AND STRUCTURES, IF IT MEETS INDOT B BORROW SPECIFICATIONS.

4. FILL OVER PROPOSED FM TO PROVIDE 6' (MINIMUM) COVER AND BLEND

BACK INTO EXISTING GRADE AT MAXIMUM 5:1 SLOPE.

5. ALL 48" FRP PIPE FROM 22.5 BEND AT STA 22+09 TO 48" CAP AT STA

25+62(+/-) SHALL BE RESTRAINED JOINT.

6. PROPOSED FRP FORCE MAIN LAMINATE (RESTRAINED JOINT)

LOCATIONS INDICATED ARE APPROXIMATE AND SHALL BE CONFIRMED

WITH THE PIPE MANUFACTURER PRIOR TO ORDERING PIPE MATERIALS

AND INITIATING CONSTRUCTION.

7. PROPOSED LOCATIONS OF 11.25-DEGREE BENDS ARE BASED UPON

INFORMATION AVAILABLE AT THE TIME OF DESIGN. FIELD VERIFY

DEPTH OF EXISTING 42" PCCP PIPE AT 30" CONNECTIONS AND ADJUST

LOCATION OF SECOND BEND TO MATCH THE DEPTH OF EXISTING PIPE

AT CONNECTION LOCATIONS.

8. DASHED LINE INDICATES THE APPROXIMATE DEPTH OF EXISTING 42"

PCCP FORCE MAIN BASED UPON POTHOLING INFORMATION. FIELD

VERIFY LOCATION AND TOP OF PIPE ELEVATION OF EXISTING FORCE

MAIN AND NOTIFY ENGINEER PRIOR TO CONSTRUCTION.

9. FORCE MAIN SHALL BE INSTALLED AT A POSITIVE SLOPE FROM THE

PROPOSED 22.5-DEGREE BEND AT STA 14+87 TO THE FORCE MAIN HIGH

POINT AT APPROXIMATELY STA 23+70. TOP OF PIPE (T.O.P.)

ELEVATIONS PROVIDED IN THE PROFILE ARE PROVIDED SO THAT A

CONSISTENT SLOPE (0.37%) CAN BE ACHIEVED.

10. PROVIDE 6" OR 8" FRP FLANGED OUTLET. SIZE OF OUTLET BASED UPON

THE SIZE OF ARV PROVIDED. LOCATE FLANGED OUTLET AT LEAST 4'

UPSTREAM OF 22.5 DEGREE BEND CONNECTION LOCATION.

11. STATIONING OF PROPOSED 48"X30" FRP TEES INDICATED IN PLAN AND

PROFILE ARE ESTIMATIONS ONLY. FIELD VERIFY LOCATIONS OF

EXISTING 42" PCCP PIPE JOINTS AND CONFIRM ACTUAL LOCATIONS OF

TEES WITH ENGINEER PRIOR TO INITIATING INSTALLATION OF

PROPOSED 42"X30" TAPPING SLEEVES AS DIMENSIONED IN FORCE MAIN

CONNECTION DETAIL.

48" FLANGE AND CAP

48" x 30" FRP TEE

(TYP. OF 2)

42" x 30" TAPPING SLEEVE

(TYP. OF 2)

30" FLXFL RESILIENT SEAT

WEDGE GATE VALVE

(TYP. OF 2)

(SEE NOTE 10)

APPROXIMATE FILL LIMITS

EXISTING 42" PCCP PIPE

50'-0"

MIN. RESTRAINED JOINT DISTANCE

(SEE NOTE 8)

16' PCCP SEGMENT (TYP.)5' (TYP.)5' (TYP.)

2' -8

8.5' (TYP.)

SCALE: 1"=10'

48" FRP FORCE

MAIN (TYP.) 48"X30" FRP TEE

(TYP.)

EXISTING 42"

PCCP PIPE

JOINT (TYP.)

30" RESILIENT

SEATED WEDGE

GATE VALVE

(TYP.)

42"X30" PCCP

TAPPING SLEEVE

(TYP. OF 2)

COMBINATION AIR VACUUM

RELEASE VALVE VAULT #2

(OPTION 1)

4' min.

REFER TO FORCE MAIN

CONNECTION DETAIL

(OPTION 1 - THIS SHEET)

RESTORATION LEGEND

GRAVEL DRIVE REPLACEMENT AND IMPROVEMENTS

ASPHALT REPLACEMENT

CONCRETE SIDEWALK

GRASS

APPROXIMATE LOCATION OF FRP FIELD APPLIED

LAMINATE RESTRAINED JOINT (TYP.)

FRP PIPE

PCCP PIPE

STEEL PIPE

(SEE NOTE 11)

CLIN STRUCTURE

FORCE MAIN CONNECTION DETAIL

(OPTION 1)

IF OPTION 1 AWARDED, BASE BID CONNECTION DETAIL

AND BASE BID LOCATION OF COMBINATION AIR VACUUM

RELEASE VALVE VAULT #2 ARE TRANSFERRED TO THE

OPTION 1 LOCATIONS.

BASE BID STATION 9+80 TO 20+29

OPTION STATION 20+29 TO 25+62

AutoCAD SHX Text No.

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text

PE11500679

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File details come from the government source that posted it. Updated Aug 23, 2021.