W912P620B0019_459450_GSD_13th_Ave_Sanitary_Sewer_Replacement_RTA_PLANS(07-Aug-20).pdf

PDF 26 MB Posted Aug 7, 2020

Attached to: GARY SANITARY DISTRICT 13TH AVENUE SANITARY SEWER REPLACEMENT - SECTION 219, GARY, LAKE COUNTY, INDIANA (USACE ACQUISITION)
Solicitation number: W912P620B0019
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

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Written by GovTribe AI · Dec 28, 2023

This solicitation notice seeks bids for a sanitary sewer replacement project in Gary, Indiana. Under the contract, the successful bidder will replace approximately 2,030 linear feet of existing 30-inch, 42-inch, and 48-inch poured in place concrete sanitary sewer lines with new reinforced concrete pipes of the same diameters in the same location and slope. The project scope also includes installing nine new manholes, removing existing manholes and pipes, dewatering, bypass pumping, and pavement repair. Bids are due by 4:00pm Central time on September 10, 2020. The estimated cost range for construction is between $1,000,000 and $5,000,000. The solicitation is reserved exclusively for small businesses with a North American Industry Classification System code of 237110 and a small business size standard of $39.5 million or less. The contracting office is the U.S. Army Corps of Engineers Chicago District located in Chicago, Illinois.

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Other files

File	Type	Posted
AMENDMENT NO 0007 GSD 13TH STREET SEWER IMPROVEMENTS.pdf	PDF	Sep 8, 2020
AMENDMENT NO 0006 GSD 13TH STREET SEWER IMPROVEMENTS.pdf	PDF	Sep 8, 2020
AMENDMENT NO 0002 GSD 13TH STREET SEWER IMPROVEMENTS.pdf	PDF	Aug 26, 2020
AMENDMENT 0001 IFB W912P620B0019 GSD 13TH STREET W ATTENDANCE SHT.pdf	PDF	Aug 24, 2020
SOLICITATION AND PROJECT SPECIFICATIONS W912P620B0019 GSD 13th Ave SewerReplacement Gary IN.pdf	PDF	Aug 7, 2020

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SOLICITATION NO.:

CERTIFIED FINAL DOCUMENTS:

AS-AWARDED CERTIFIED FINAL:

ISSUE DATE:

CHICAGO DISTRICT

GARY SANITARY DISTRICT - W. 13TH AVENUE

SEWER REPLACEMENT PROJECT

GARY, INDIANA

XXXXXXXX

W912P6-20-B-0019

AUGUST 7, 2020

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

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T, IN

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S, IN

N A

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-0

2P 6-

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SOLICITATION SET

N , V

A N

D S

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. G-005 BYPASS PUMPING PLAN

6. V-001 SURVEY CONTROL AND BENCHMARKS

7. C-100 SANITARY SEWER PLAN AND PROFILE

8. C-101 SANITARY SEWER PLAN AND PROFILE

9. C-103 SANITARY SEWER PLAN AND PROFILE

10.C-104 SANITARY SEWER PLAN AND PROFILE

11.C-105 SANITARY SEWER PLAN AND PROFILE

12.C-500 DETAILS MAINTENANCE OF TRAFFIC

13.C-501 DETAILS MAINTENANCE OF TRAFFIC

14.C-502 DETAILS

15.C-503 DETAILS

16.C-504 DETAILS EROSION CONTROL

17.C-505 DETAILS EROSION CONTROL

18.C-600 STRUCTURE DATA TABLE

LOCATION MAP

(N.T.S.)

N N

C R

O N

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D R

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SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

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SOLICITATION SET

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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

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 YARD

1. 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. PROVIDE BYPASS PUMPING AS NEEDED TO CONSTRUCT FULL LINE SEGMENT

REPLACEMENT.

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

THE POWER LINES.

16. 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.

17. PROJECT SIGN SHALL BE LOCATED IN THE RIGHT-OF-WAY IN FRONT OF THE

BEVERIDGE ELEMENTARY SCHOOL ALONG THE EAST SIDE OF ROOSEVELET

ST. AT W. 13TH AVENUE. COORDINATE EXACT LOCATION WITH THE CITY OF

GARY.

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

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

EDITION.

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

C/EC/EC/E

C/E

COMB COMB COMB COMB COMB COMB COMB

COMB COMB COMB COMB COMB COMB

SAN

COMB COMB COMB COMB COMB COMB

SAN

COMB COMB COMB COMB COMB COMB COMB COMB

SAN

COMB COMB COMB COMB COMB

COMB

SAN

COMB COMB COMB COMB COMB COMB COMB COMB COMB COMB COMBCOMB COMB COMB COMB

SAN

N N

C R

O N

D B

C O

N O

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D R

B Y:

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SHEET ID

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US Army Corps of Engineers

U .S

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SOLICITATION SET

A1 WORK LIMITS

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

LEGEND

PERMANENT UTILITY EASEMENT

UTILITY AND PIPELINE EASEMENT

A PERPETUAL AND ASSIGNABLE EASEMENT AND RIGHT OF WAY IN, OVER AND

ACROSS THE LAND DESCRIBED IN THESE DRAWINGS FOR THE LOCATION,

CONSTRUCTION, OPERATION, MAINTENANCE, ALTERATION, REPAIR, PATROL OF

THIS WATER MAIN; TOGETHER WITH THE RIGHT TO TRIM, CUT, FELL AND REMOVE

THEREFROM ALL TREES, UNDERBRUSH, OBSTRUCTIONS, AND ANY OTHER

VEGETATION, STRUCTURES, OR OBSTACLES WITHIN THE LIMITS OF THE

RIGHT-OF-WAY; RESERVING, HOWEVER, TO THE OWNERS, THEIR HEIRS AND

ASSIGNS, ALL SUCH RIGHTS AND PRIVILEGES IN THE LAND AS MAY BE USED

WITHOUT INTERFERING WITH OR ABRIDGING THE RIGHTS AND EASEMENT

HEREBY ACQUIRED; SUBJECT, HOWEVER, TO EXISTING EASEMENTS FOR PUBLIC

ROADS AND HIGHWAYS, PUBLIC UTILITIES, RAILROADS AND PIPELINES.

GENERAL SHEET NOTES

WORK AND STORAGE AREA LIMIT TABLES

STORAGE \ LAYDOWN \ DISPOSAL AREA

4568.6078 0.1

AREA (sqft) AREA (ACRES)

AREA (sqft) AREA (ACRES) DESCRIPTION

WORK LIMIT AREAS

37322.9662 0.86 OPTION 1

69822.6740 1.60 BASE BID

50' EASEMENT FOR COMMUNICATION,

SEWER AND WATER LINES

TEMPORARY WORK AREA EASEMENT

(STORAGE AND LAYDOWN AREA)

8745.4058 0.20 OPTION 2

225715.8895 5.2

DESCRIPTION

STORAGE \ LAYDOWN AREA

DISPOSAL AREA (SEE SHEET G004)

W O

R K

G-003

N N

C R

O N

D B

C O

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B Y:

D R

B Y:

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SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

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SOLICITATION SET

A1 SOIL DISPOSAL AREA

SCALE: HOROIZONTAL 1"=20' 500' 1000'0

LEGEND

GENERAL SHEET NOTES

TEMPORARY WORK EASEMENT (DISPOSAL AREA)

G-004

N N

C R

O N

D B

C O

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B Y:

D R

B Y:

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SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

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SOLICITATION SET

U M

G P

G-005

C/EC/EC/E

C/E

N N

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O N

D B

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D R

B Y:

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SHEET ID

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US Army Corps of Engineers

U .S

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SOLICITATION SET

CP ###

CALLOUTS

BENCH AND CONTROL INFORMATION

CONTROL POINT NUMBER

U E

/B C

C O

O L

C H

V-001

CONTROL POINT #501

N:723437.641 / E:44623.951

℄ 13th Avenue

R oo se ve lt

CONTROL POINT TBM #50

N:723437.641 / E:44623.951

℄ 13th Avenue

R oo se ve lt

BENCH INFORMATION (NAVD "88" DATUM)

OPUS SOLUTION AT BASE #500

INGCS LAKE COUNTY, IN

BASE 500

REBAR SET IN GRASS ±40' NORTH OF ℄ 13TH AVENUE AND ±40' EAST OF

ROOSEVELT STREET.

ELEVATION = 599.52

TBM 50

CUT "X" SSW BOLT OF FIRE HYDRANT ±25' EAST OF ℄ ROOSEVELT STREET AND

±35' NORTH OF ℄ 13TH AVENUE.

ELEVATION = 601.45

TBM 51

MAG SPIKE SE SIDE LIGHT POLE #177-965; ±20' NORTH OF ℄ 13TH AVENUE AND

±20' WEST OF ℄ GARFIELD STREET.

ELEVATION = 600.49

TBM 52

CUT "X" SOUTH BOLT FIRE HYDRANT ±20' NORTH OF ℄ 13TH AVENUE AND ±45'

EAST OF ℄ GRANT STREET.

ELEVATION = 599.97

CP 501

C O

N U

N S

W L

C O

N U

N S

W L

C O

N U

N S

H T

C O

N U

N S

H T

BASE 500

CP 506

CP & TBM 50

TBM 52

TBM 51

E E E E E E E

COMM COMM COMM COMM

COMM

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

W W W W W

W W W W W W W W W W W W W W W W W W W W W W

E E

(conc)

(6' chainlink fence)

(asphalt)

(c on c w al k)

(6 "c on c cu rb

(5'chainlink fence)

(ra ilr oa d tie s)

(conc walk)

(c on c w al k)

(5 ' c ha in lin k fe nc e)

(playground)

(6 "c on c cu rb

(grass)

(a sp ha lt)

(asphalt)

(grass)

TBM 50

exist sanitary mh tr:598.26 inv(e):583.36 inv(s):585.46 inv(n):583.51 inv(w):583.36 exist sanitary mh tr:598.37 inv(w):583.92 inv(e):583.92 inv(sw):591.92 inv(n):584.22±

COMB COMB COMB COMB COMB COMB COMB

54" Per Record Drawing exist sanitary mh tr:598.73 pipes not visible inv(w):584.33 inv(e):584.68 inv(s):584.48

COMB COMB COMB COMB COMB COMB COMB COMB

48" rcp exist sanitary mh tr:598.54 inv(n):585.49 inv(e):588.19 inv(ne):591.84 inv(e):585.05 pipe not visible inv(w):585.09 pipe not visible

COMB

42" Per Record Drawing

" v cp direction only 12" vcp exist drainage inlet tr:597.72 inv(sw):593.52 inv(n):593.55

8" vc p

COMB COMB COMB

exist drainage mh tr:597.71 inv(ne):592.41 inv(e):592.46 inv(s):593.41

" p vc exist drainage mh tr:597.45 inv(w):593.50 inv(se):593.65

10" pvc exist drainage mh tr:597.71 inv(n):593.47

8" p vc

8" pvc

8" p vc direction only

" p vc direction only

" P er

R ec or d

D ra w in g

COMB

54" Per Record Drawing

" P er R ec or d D ra w in g

SAN

" P er R ec or d D ra w in g

8" pvc direction only

8" v cp

10+00 11+00 12+00 13+00

14+00

C/EC/EC/EC/EC/EC/E

C/EC/E

STR. NO. 1 STR. NO. 2

EXISTING GROUND

177 LF OF CLASS III, 48" RCP @ 0.08% SLOPE 34 LF OF CLASS III,

42" RCP @ 0.08% SLOPE

41 LF OF CLASS III, 42" RCP @

0.08%SLOPE

E) :5

V( W

):5

S) :5

. N O

. 1

0" S

H O

E) :5

V( W

):5

N E)

N ):5

V( E)

. N O

. 2

" S

Y M

W ):5

V( E)

):5

V( N

):5

.3 ex is t s an ita ry m h

W ):5

V( E)

S) :5

.7 ex is t s an ita ry m h

W ):5

V( N

):5

E) :5

V( N

E) :5

V( E)

.5 ex is t s an ita ry m h

REPLACE EXISTING

MANHOLE WITH

NEW 84" MANHOLE

REPLACE EXISTING

MANHOLE WITH NEW

120" MANHOLE

NEW 48" RCP SHALL BE CONNECTED TO

THE EXISTING PIPE OPENING USING A

FLEXIBLE, WATERTIGHT CONNECTOR WITH

A CORRUGATED PROFILE PER ASTM C923.

(CONNECT TO EXISTING 96" MANHOLE)

REMOVE EXISTING 42" CONCRETE AND

WITH REPLACE CLASS III, 42" RCP

REMOVE EXISTING 48" CONCRETE

AND REPLACE WITH CLASS III, 48"

RCP

FULL DEPTH COMPACTED

GRANULAR BACKFILL (TYP.)

ex is tin g el ec tri c

R O

S T.

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

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C O

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SOLICITATION SET

D1 PLAN STA. 10+00 TO STA. 14+25

SCALE: 1"=20'

A1 PROFILE STA. 10+00 TO STA. 14+25

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

20' 40'0

20' 40'0 0 5' 10'

SCHOOL CITY OF GARY, INDIANA

SCHOOL CITY OF

GARY, INDIANA

O O

L C

O F

Y, IN

N A

O O

L C

O F

Y, IN

N A

O O

L C

O F

Y, IN

N A

O O

L C

O F

Y, IN

N A

SCHOOL TOWN OF TOLLESTON

ELDEN V. LaHAYNE

R O

RENE WRIGHT

SCHOOL CITY OF GARY, INDIANA

13TH AVENUE

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

App. Prop.

SCHOOL CITY OF GARY, INDIANA

R O

App. Prop.

App. R/W

Easement App. R/W

Ap p.

R /W

Ap p.

R /W

Ap p.

R /W

Ap p.

R /W

Y R

N P

A N

D P

R O

C-100

REMOVE PLAYGROUND

EQUIPMENT AS NECESSARY

FOR CONSTRUCTION

CLIN STRUCTURE

36" d.i.

BASE BID

REMOVE AND REPLACE

EXISTING SANITARY SEWER

' E

C O

M M

U N

, A N

D W

GENERAL SHEET NOTES

RESTORATION LEGEND

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. RECONNECT ALL EXISTING PIPES TO NEW MANHOLES.

FULL DEPTH PAVEMENT REPLACEMENT

MILL AND RESURFACE

CONCRETE SIDEWALK

GRASS

CONTRACTOR TO WORK WITH UTILITY

TO SUPPORT CONDUIT BOXES

DURING THE INSTALLATION OF THE

NEW INTERCEPTOR.

REMOVE AND

REPLACE 5' OF 8" VCP

WITH 8" PVC SDR 35

REMOVE AND REPLACE

2' OF 12" VCP WITH 12"

PVC SDR 35

REMOVE AND REPLACE

20' OF 12" VCP WITH 12"

PVC SDR 35

REMOVE AND REPLACE 3' OF 36" (MATERIAL

UNKNOWN) WITH 36" PVC F679 PS 46

REMOVE AND REINSTALL

CHAINLINK FENCE IN KIND

AS NEEDED FOR

CONSTRUCTION

BASE BID : STA. 11+48 TO STA. 24+95

OPTION 1: STA. 24+95 TO STA. 30+37

OPTION 2: STA. 30+37 TO 33+66

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

COMM

COMM COMM

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

C O

M M

E E E E E

G G G G G G G G

E E

W G

(conc walk) (step)

(c on c w al k)

(a sp ha lt)

(conc walk)

(c on c w al k)

(6" standing curb)

(5' chainlink fence)

(c on c w al k)

(asphalt)

(c on c)

(conc walk) (6' chainlink fence)

(5 ' c ha in lin k fe nc e)

(elec vault)(grass)

(grass)

(g ra ss

(grass)

FFE:599.70

(building) direction only 12" vcp exist drainage inlet tr:597.72 inv(sw):593.52 inv(n):593.55

exist sanitary mh tr:598.56 inv(w):584.54 inv(e):590.56 inv(nw):592.61 inv(n):585.46 pipe not visible inv(e):584.34 pipe not visible

COMB COMB COMB COMB COMB COMB COMB COMB COMB COMB COMB COMB

42" Per Record Drawing exist sanitary mh tr:598.55 inv(w):590.75 inv(n):590.75

SAN

8" pvc direction only

8" p vc

8" p vc exist drainage inlet tr:598.51 inv(s):596.76 exist drainage inlet tr:598.43 inv(n):596.08 inv(s):593.23 inv(s):593.23

" c pp direction only

(2 ) 7

" c pp

COMB COMB COMB COMB COMB COMB COMB COMB COMB COMB

42" Per Record Drawing direction only 6" pvc direction only

" v cp

599 599

8" pvc

14+00 15+00 16+00 17+00 18+00

SAN

STR. NO. 2

STR. NO. 3 STR. NO. ST1

EXISTING GROUND

41 LF OF CLASS III, 42" RCP @ 219 LF OF CLASS III, 42" RCP @ 0.08% SLOPE

E) :5

V( W

):5

E) :5

V( N

W ):5

V( N

):5

. N O

. 3

" S

Y M

W ):5

V( E)

E) :5

V( N

W ):5

V( N

):5

.5 ex is t s an ita ry m h

181 LF OF CLASS III, 42" RCP @ 0.08% SLOPE

REPLACE EXISTING

MANHOLE WITH NEW

84" MANHOLE

REMOVE EXISTING 42"

CONCRETE AND REPLACE WITH

CLASS III, 42" RCP

REMOVE EXISTING 42" CONCRETE AND

REPLACE WITH CLASS III, 42" RCP

FULL DEPTH COMPACTED

GRANULAR BACKFILL (TYP.)

FULL DEPTH COMPACTED

GRANULAR BACKFILL (TYP.)

ex is tin g te le ph on e ex is tin g el ec tri c

N D

S T.

ex is tin g st or m

W ):5

V( N

):5

. N O

. 4

" S

Y M

41 LF OF 8" PVC SDR 35

(MATCH EXISTING INVERTS)

APPROXIMATE

LOCATION OF

ATT BOX

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

U C

T, IN

R O

, S

S, IN

N A

C H

O D

C H

O , I

-0

2P 6-

-B

-0

T W

. 1 3T

H A

U E

SOLICITATION SET

D1 PLAN STA. 13+75 TO STA. 18+25

SCALE: 1"=20'

A1 PROFILE STA. 14+00 TO STA. 18+00

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

20' 40'0

20' 40'0 0 5' 10'

SCHOOL CITY OF GARY, INDIANA

O O

L C

O F

Y, IN

N A

O O

L C

O F

Y, IN

N A

O O

L C

O F

Y, IN

N A

O O

L C

O F

Y, IN

N A

O O

L C

O F

Y, IN

N A

O O

L C

O F

Y, IN

N A

N O

II,

O O

L C

O F

Y, IN

N A

O O

L C

O F

Y, IN

N A

SCHOOL CITY OF GARY, INDIANA

N D

13TH AVENUE

App. Prop.

App. R/W

Ap p.

R /W

Ap p.

R /W

Ap p.

R /W

Ap p.

R /W

App. Prop.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro

p. Ap p.

P ro p.

Ap p.

P ro p.

App. Prop.

App. Prop. App. Prop.

App. Prop.

SCHOOL CITY OF GARY, INDIANA

N D

Ap p.

P ro p.

Ap p.

P ro p.

Y R

N P

A N

D P

R O

C-101

CLIN STRUCTURE

20" st

BASE BID

' E

C O

M M

U N

, A N

D W

REMOVE AND REPLACE

EXISTING SANITARY SEWER

GENERAL SHEET NOTES

RESTORATION LEGEND

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. RECONNECT ALL EXISTING PIPES TO NEW MANHOLES.

FULL DEPTH PAVEMENT REPLACEMENT

MILL AND RESURFACE

CONCRETE SIDEWALK

GRASS

REMOVE AND REPLACE 4'

OF 6" PVC SDR 35

REMOVE AND REPLACE 3' OF

12" VCP WITH 12" PVC SDR 35

REMOVE AND REPLACE

40' OF 8" PVC SDR 35

CONTACT ATT TO

COORDINATE SUPPORT

OF EXISTING UTILITIES

AND UTILITY

STRUCTURES BASE BID : STA. 11+48 TO STA. 24+95

OPTION 1: STA. 24+95 TO STA. 30+37

OPTION 2: STA. 30+37 TO 33+66

REMOVE AND REPLACE

2' OF 8" PVC SDR 35

REMOVE AND REPLACE

EXISTING 48" SANITARY

MANHOLE AND RECONNECT

EXISTING PIPES

REPLACE EXISTING STORM INLET

AND REUSE FRAME AND CASTING.

REMOVE AND REPLACE 3 FT OF 10"

CPP. REPLACEMENT CPP SHALL

MATCH INTERIOR TYPE OF

EXISTING CPP.

REMOVE AND REPLACE

ADA RAMP IN KIND PER

CITY OF GARY

STANDARDS

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

U C

T, IN

R O

, S

S, IN

N A

C H

O D

C H

O , I

-0

2P 6-

-B

-0

T W

. 1 3T

H A

U E

SOLICITATION SET

D1 PLAN STA. 17+75 TO STA. 22+25

SCALE: 1"=20'

A1 PROFILE STA. 18+00 TO STA. 22+00

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

20' 40'0

20' 40'0 0 5' 10'

LUCILLE BAKER

DIANA L. BASEMORE

II,

G G

R O

U P, L

Y O

F G

E Q

S, L

D R

N D

A R

. S

Y O

F G

3T H

, L

O N

D A

R R

R . C

R O

N O

R L

II,

N P

R O

O F

C O

M M

O N

C O

U N

R O

D N

R N

O N

D R

N D

A R

. S

13TH AVENUE

App. Prop.

App. R/W

Ap p.

R /W

Ap p.

P ro p.

App. Prop.App. Prop.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

R /W

Ap p.

R /W

Ap p.

R /W

App. R/W

App. R/W App. R/W

App. Prop.

N O

Y R

N P

A N

D P

R O

C-102

20" st

CLIN STRUCTURE

BASE BID

REMOVE AND REPLACE

EXISTING SANITARY SEWER

GENERAL SHEET NOTES

RESTORATION LEGEND

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. RECONNECT ALL EXISTING PIPES TO NEW MANHOLES.

FULL DEPTH PAVEMENT REPLACEMENT

MILL AND RESURFACE

CONCRETE SIDEWALK

GRASS

REMOVE AND REPLACE 3' OF 12"

VCP WITH 12" PVC SDR 35

REMOVE AND REPLACE

10' OF 8" PVC SDR 35

REMOVE AND REPLACE 4' OF 10"

PVC SDR 35

REMOVE AND REPLACE 3' OF

8" VCP WITH 8" PVC SDR 35

REMOVE AND REPLACE 2' OF 12"

VCP WITH 12" PVC SDR 35

CONTRACTOR TO SUPPORT UTILITY

DURING INSTALLATION OF NEW

STRUCTURE AND PIPE. CONTRACTOR TO

ENSURE MINIMUM OFOF 3 FEET OF

HORIZONTAL SEPARATION BETWEEN

UTILITY AND STRUCTURE

BASE BID : STA. 11+48 TO STA. 24+95

OPTION 1: STA. 24+95 TO STA. 30+37

OPTION 2: STA. 30+37 TO 33+66

COMM

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

E E E E E E E E E E E E E E

C O

M M

C O

M M

C O

M M

C O

M M

E E

E W

W W

G G

(conc walk) (conc walk)

(conc walk) (conc)

(6" standing curb)

(conc walk)(conc walk) (conc walk)(conc walk)

(c on c w al k)

(c on c)

(conc)

(c on c)

(c on

c) (conc) (4'chainlink fence)

(conc) (6" standing curb)(6" standing curb)

(conc)

(conc walk)

(6" standing curb) (6" standing curb)

(g ra ve l)

(4 'c ha in lin k fe nc el

(conc) (4'chainlink fence)

(grass) (grass) (grass)(grass) (grass)

(c on c)

(6 ' b oa rd fe nc e)

(c on c)

(grass) (grass) (grass) (grass)

(grass) (grass) (grass)

(grass) (grass) exist sanitary mh tr:596.96 inv(e):585.21 inv(w):584.96 pipes not visible exist sanitary mh tr:596.50 inv(w):584.50 pipe not visible inv(n):586.25 inv(nw):590.55 10" pvc inv(s):585.05 pipe not visible inv(e):584.50 pipe not visible

COMB COMB COMB COMB COMB COMB COMB COMB COMB COMB COMB COMB

42" Per Record Drawing

SAN

" v cp exist drainage inlet tr:595.27 inv(n):593.97 exist drainage inlet tr:595.78 inv(s):592.73 inv(se):591.83

8" p vc

10" pvc

SAN

" v cp

COMB COMB COMB COMB

COMB COMB COMB COMB COMB COMB

42" Per Record Drawing

8 597

596 598 direction only abandoned

8" vcp

6" w at er

18+00 19+00 20+00 21+00 22+00

STR. NO. 5 STR. NO. 6

EXISTING GROUND

E) :5

V( W

):5

N W

):5

N W

):5

N ):5

V( S)

. N O

. 6

" S

Y M

E) :5

V( W

):5

.9 ex is t s an ita ry m h

W ):5

V( N

):5

N W

):5

S) :5

V( E)

N W

):5

.5 ex is t s an ita ry m h

E) :5

V( W

):5

. N O

. 5

" S

Y M

257 LF OF CLASS III, 42" RCP @ 0.08% SLOPE 54 LF OF CLASS III, 42" RCP

@ 0.08% SLOPE

89 LF OF CLASS III, 42" RCP @ 0.08% SLOPE

REPLACE EXISTING

MANHOLE WITH NEW

84" MANHOLE

REPLACE EXISTING

MANHOLE WITH NEW

84" MANHOLE

REMOVE EXISTING 42" CONCRETE AND

REPLACE WITH CLASS III, 42" RCP

FULL DEPTH COMPACTED

GRANULAR BACKFILL (TYP.)

ex is tin g st or m ex is tin g ga s m ai n ex is tin g w at er m ai n ex is tin g te le ph on e ex is tin g el ec tri c

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

U C

T, IN

R O

, S

S, IN

N A

C H

O D

C H

O , I

-0

2P 6-

-B

-0

T W

. 1 3T

H A

U E

SOLICITATION SET

D1 PLAN STA. 21+75 TO STA. 26+25

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 5' 10'

TRANSHIRE HOLDING GROUP, LLC

CAVENDER PROPERTIES, LLC

II,

Y O

F G

N D

T R

Q U

M O

O R

R U

A D

O N

R G

E G

C . H

, J R

L . S

R G

E G

C . H

LUCILLE BAKER

DIANA L. BASEMORE

13TH AVENUE

App. R/W

Ap p.

R /W

Ap p.

R /W

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

R /W

Ap p.

R /W

App. Prop. App. Prop. App. Prop.

Ap p.

R /W

Ap p.

R /W

Ap p.

R /W

Ap p.

R /W

App. R/W App. R/W

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

D S

Y R

N P

A N

D P

R O

C-103

CLIN STRUCTURE

20" st

2" pl

4" s t

OPTION 1BASE BID

REMOVE AND REPLACE

EXISTING SANITARY SEWER

GENERAL SHEET NOTES

RESTORATION LEGEND

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. RECONNECT ALL EXISTING PIPES TO NEW MANHOLES.

FULL DEPTH PAVEMENT REPLACEMENT

MILL AND RESURFACE

CONCRETE SIDEWALK

GRASS

CONTRACTOR TO SUPPORT UTILITY

DURING INSTALLATION OF NEW

STRUCTURE AND PIPE. CONTRACTOR TO

ENSURE MINIMUM OF 3 FEET OF

HORIZONTAL SEPARATION BETWEEN

UTILITY AND STRUCTURE

APPROXIMATE LOCATION OF 2019 SEWER

COLLAPSE AND REPAIR OF 42-INCH PIPE

REMOVE AND REPLACE 2 FT OF

18" VCP WITH 18" PVC SDR 35

BASE BID : STA. 11+48 TO STA. 24+95

OPTION 1: STA. 24+95 TO STA. 30+37

OPTION 2: STA. 30+37 TO 33+66

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

COMM

COMM COMM

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

E E E E E E E E E

G G

G G G G G G G G G G G G

G G G

E E

E E E E E E E E E E E

C O

M M

C O

M M

C O

M M

G G

W W

(conc walk)

(conc)(conc) (conc walk)

(conc walk) (conc walk)

(6"conc curb)

(conc walk)

(steps) (steps)

(6" standing curb)

(6" standing curb)(6" standing curb)(6" standing curb)

(6" standing curb)

(conc walk)(conc walk)

(4'chainlink fence)

(6" standing curb)

(asphalt)

(a sp ha lt)

(4'chainlink fence)

(grass) (grass) (grass)

(grass)

(grass) (grass)

(grass)

(4' chainlink fence)

(4' board fence)

(grass)

(conc)

(c on c)

(a sp ha lt)

(grass)

(c on c)(conc)

(8"conc wall)(8"conc wall) (8"conc wall)

TBM 51

exist sanitary mh exist drainage inlet tr:598.59 inv(n):593.99 inv(s):593.89 direction only subsurface drain?

6" c pp direction only subsurface drain?

exist drainage inlet tr:598.35 inv(n):596.45 inv(se):596.25

6" c pp direction only subsurface drain?

6" cpp direction only subsurface drain?

exist drainage inlet tr:598.33 inv(e):595.98 inv(sw):596.08

6" cpp direction only subsurface drain?

6" cp p direction only subsurface drain?

exist drainage inlet tr:598.25 inv(w):595.75 inv(s):595.95

6" cpp direction only subsurface drain?

6" c pp exist sanitary mh tr:597.24 pipes not visible inv(w):585.01 inv(n):586.19 inv(e):585.44

COMB COMB COMB COMB COMB COMB COMB COMB COMB COMB COMB COMB COMB COMB COMB COMB

42" Per Record Drawing

SAN

" v cp

COMB COMB COMB COMB COMB COMB COMB

42" Per Record Drawing

6" w at er

22+00 23+00

24+00 25+00 26+00

STR. NO. 6

STR. NO. 7

EXISTING

GROUND

E) :5

V( W

):5

N ):5

. N O

. 7

" S

Y M

W ):5

V( N

):5

E) :5

.2 ex is t s an ita ry m h

291 LF OF CLASS III, 42" RCP @ 0.08% SLOPE

109 LF OF CLASS III, 42" RCP @ 0.08% SLOPE

REPLACE EXISTING

MANHOLE WITH NEW

84" MANHOLE

REMOVE EXISTING 42" CONCRETE AND

REPLACE WITH CLASS III, 42" RCP

REMOVE EXISTING 42"

CONCRETE AND REPLACE

WITH CLASS III, 42" RCP

FULL DEPTH COMPACTED

GRANULAR BACKFILL (TYP.)

ex is tin g ga s m ai n ex is tin g el ec tri c ex is tin g te le ph on e ex is tin g ga s m ai n

D S

ex is tin g w at er m ai n ex is tin g ga s m ai n

IF OPTION 1 NOT AWARDED, RECONNECT EXISTING 42" SEWER TO

NEW MANHOLE TO CREATE A WATERTIGHT SEAL. A FLEXIBLE,

WATERTIGHT CONNECTOR WITH A CORRUGATED PROFILE PER

ASTM C923 SHALL BE USED TO CONNECT THE EXISTING PIPE TO

THE NEW MANHOLE. A SHRINKAGE-COMPENSATED,

SELF-CONSOLIDATING REPAIR MORTAR SHALL BE USED TO SEAL

AROUND THE CONNECTION TO FILL ANY ANNULAR SPACE.

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

U C

T, IN

R O

, S

S, IN

N A

C H

O D

C H

O , I

-0

2P 6-

-B

-0

T W

. 1 3T

H A

U E

SOLICITATION SET

D1 PLAN STA. 25+75 TO STA. 30+25

SCALE: 1"=20'

A1 PROFILE STA. 25+00 TO STA. 30+00

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

20' 40'0

20' 40'0 0 5' 10'

13TH AVENUE

Ap p.

P ro p.

App. Prop.

App. R/W

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

App. Prop.

App. R/W

App. Prop. App. Prop.

App. R/W App. R/W

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

Y R

N P

A N

D P

R O

C-104

CLIN STRUCTURE

20" st

2" pl

OPTION 1

D W

C H

H A

O N

Y O

C H

MARIO & MARILYN

CALTAGERONE

E H

O R

. D O

R O

O R

II,

Y O

F G

O D

Y O

F G

II,

G O

T R

T C

O R

Y E.

W N

D O

R U

A D

O N

R G

E G

D O

D W

M A

C H

H A

O N

C H

H A

O N

C H

H A

O N

C H

H A

O N

C H

H A

O N

Y O

F G

Y O

F G

Y C

Y O

F G

Y O

F G

Y O

F G

Y O

F G

II,

REMOVE AND REPLACE

EXISTING SANITARY SEWER

GENERAL SHEET NOTES

RESTORATION LEGEND

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. RECONNECT ALL EXISTING PIPES TO NEW MANHOLES.

FULL DEPTH PAVEMENT REPLACEMENT

MILL AND RESURFACE

CONCRETE SIDEWALK

GRASS

BASE BID : STA. 11+48 TO STA. 24+95

OPTION 1: STA. 24+95 TO STA. 30+37

OPTION 2: STA. 30+37 TO 33+66

REMOVE EXISTING

MANHOLE

REMOVE EXISTING

MANHOLE

G G

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

G G G G G G G G G

G G G G G G G G G G G G

G G

E E E E E E E E E E E E E E E E

G G

E E

(conc walk) (conc walk)

(asphalt)

(conc walk)(conc walk)

(8 "c on c w al l)

(6" standing curb) (6" standing curb)(6" standing curb)

(grass)

(deck)

(c on c)

(conc) (grass)

(grass)

(woods)

(8"conc wall) (8"conc wall) (steps)

(8"conc wall) (steps)

(8"brick wall) (8"conc wall) (8"conc wall) (4'iron fence)

(8"conc wall)

(steps)(8"conc wall)

(5'chainlink fence) (4'iron fence)

(4'chainlink fence)

(grass) (grass)

(grass)

(grass) exist drainage inlet tr:594.64 inv(s):591.59 inv(se):591.54 exist drainage inlet tr:593.81 inv(n):591.76

" c pp

10" pvc exist sanitary mh tr:596.24 In pipe lower than out pipe pipes not visible inv(w):585.54 inv(e):585.49

COMB COMB COMB COMB COMB

42" Per Record Drawing exist sanitary mh tr:595.31 In pipe lower than out pipe pipes not visible inv(w):585.91 inv(e):585.86

COMB COMB COMB COMB COMB COMB COMB COMB

42" Per Record Drawing

COMB COMB COMB COMB COMB COMB COMB COMB

42" Per Record Drawing

26+00 27+00 28+00 29+00 30+00

STR. NO. 8

EXISTING GROUND

E) :5

V( W

):5

. N O

. 8

" S

Y M

W ):5

V( E)

.2 ex is t s an ita ry m h

W ):5

V( E)

.3 ex is t s an ita ry m h

150 LF OF CLASS III, 42" RCP @ 0.08% SLOPE 250 LF OF CLASS III, 42" RCP @ 0.08% SLOPE

42" RCP @ 0.08% SLOPE

REMOVE EXISTING MANHOLE REMOVE EXISTING MANHOLE

REMOVE EXISTING 42" CONCRETE

AND REPLACE WITH CLASS III, 42" RCP

REMOVE EXISTING 42" CONCRETE

AND REPLACE WITH CLASS III, 42" RCP

REMOVE EXISTING 42"

CONCRETE AND REPLACE

WITH CLASS III, 42" RCP

FULL DEPTH

COMPACTED

GRANULAR

BACKFILL (TYP.) FULL DEPTH COMPACTED

GRANULAR BACKFILL (TYP.)

ex is tin g ga s m ai n ex is tin g ga s m ai n ex is tin g ga s m ai n

NEW 84" MANHOLE

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

U C

T, IN

R O

, S

S, IN

N A

C H

O D

C H

O , I

-0

2P 6-

-B

-0

T W

. 1 3T

H A

U E

SOLICITATION SET

D1 PLAN STA. 29+75 TO STA. 33+92

SCALE: 1"=20'

A1 PROFILE STA. 30+00 TO STA. 33+92

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

20' 40'0

20' 40'0 0 5' 10'

LABON DAVIS

CITY OF GARY

LAKE COUNTY TRUST COMPANY

ETHAN R. & ESTHER CLAYBORNE

GENE CHAMPION

MARIO & MARILYN

CALTAGERONE

Y O

F G

GENE CHAMPION & THERESA D.

CHAMPION (MOSLEY)

II,

13TH AVENUE

Ap p.

P ro p.

Ap p.

P ro p.

App. Prop. App. Prop.

App. Prop.

App. Prop.App. Prop.

App. Prop.

App. Prop.App. Prop.

HENRIETTA

SANDERS

G R

App. R/W

App. R/W App. R/W

App. R/W App. R/W Ap p.

Ap p.

R /W

Ap p.

R /W

Ap p.

R /W

Ap p.

R /W Ap p.

/W Ap p.

Ap p.

R /W

Ap p.

R /W Ap p.

/W Ap p.

R /W

Ap p.

R /W

Y R

N P

A N

D P

R O

C-105

CLIN STRUCTURE

20" st

2" pl

OPTION 1 OPTION 2

REMOVE AND REPLACE

EXISTING SANITARY SEWER

GENERAL SHEET NOTES

RESTORATION LEGEND

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. RECONNECT ALL EXISTING PIPES TO NEW MANHOLES.

FULL DEPTH PAVEMENT REPLACEMENT

MILL AND RESURFACE

CONCRETE SIDEWALK

GRASS

REMOVE AND REPLACE 10' OF

10" CPP. REPLACEMENT CPP

SHALL MATCH INTERIOR TYPE

OF EXISTING CPP

REMOVE AND REPLACE 3' OF

12" VCP WITH 12" PVC SDR 35

CONTRACTOR TO SUPPORT UTILITY

DURING INSTALLATION OF NEW

STRUCTURE AND PIPE. CONTRACTOR

TO ENSURE MINIMUM OFOF 3 FEET OF

HORIZONTAL SEPARATION BETWEEN

UTILITY AND STRUCTURE

REMOVE AND REPLACE

2' OF 36" (MATERIAL

UNKNOWN) WITH

36" PVC F679 PS 46

REMOVE AND REPLACE 3' OF 12" CPP.

REPLACEMENT CPP SHALL MATCH

INTERIOR TYPE OF EXISTING CPP

REMOVE AND REPLACE

2' OF 8" PVC SDR 35

REMOVE AND

REPLACE 2' OF

27" RCP

REMOVE AND REPLACE 4' OF 12" CPP. REPLACEMENT

CPP SHALL MATCH INTERIOR TYPE OF EXISTING CPP

REMOVE AND REPLACE 2'

OF 18" RCP

REMOVE AND

REPLACE 2' OF 18" VCP

WITH 18" PVC SDR 35

REMOVE AND REPLACE

2' OF 30" (MATERIAL

UNKNOWN) WITH

30" ASTM F697 PS 46

REMOVE AND REPLACE

4' OF 8" PVC SDR 35

BASE BID : STA. 11+48 TO STA. 24+95

OPTION 1: STA. 24+95 TO STA. 30+37

OPTION 2: STA. 30+37 TO 33+66

80202 597.46

CIN

80204 596.96

TOR

80230 596.93

TOR80232

597.40

CIN

G G

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

W W W W W W W W W W W W W W

W W W W W W W W W W W W

G G G G G G G G G C

O M

M C

O M

M C

O M

E E

W W

E E

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

C O

M M

E E

G G

G G G

W W

WWW

W W

G G

E E

G G G G G G G

W W W W W W W W W W

W W

E E

G G

C O

M M

C O

M M

C O

M M

E E

W W

EEE

W W

E E E E E E E E

G G

(conc walk) (conc walk)

(c on c w al k)

(a sp ha lt)

(conc walk)

(c on c w al k)

(conc walk) (conc walk)

(conc drive)

(a sp ha lt)

(7 ' b lo ck w al l)

(7' block wall)

(6'chainlink fence)

(conc walk)

(4'chainlink fence)

(2' chair curb) (1.5' roll curb)

(1.5' roll curb)

(2' chair curb)

(2 ' c ha ir cu rb

(8 "c on c w al l)

(grass)

(g ra ss )(grass)

(c on c)

(grass)

(grass) (grass)

FFE:598.71

(building)

(asphalt)

(a sp ha lt)

(1 .5

' r ol l c ur b)

TBM 52

exist sanitary mh tr:596.30 inv(n):586.75 inv(w):586.10 Pipe not visible inv(se):589.75 inv(s):586.30 Pipe not visible

SAN

" v cp exist sanitary mh tr:597.53 inv(nw):593.05 inv(ne):592.88 inv(s):589.80 inv(e):585.96 lower than out pipe inv(w):586.06 Pipe not visible. Hard to size inv(n):589.53 inv(n):593.13 exist curb inlet tr:596.93 inv(se):593.38

12" cpp exist curb inlet tr:596.96 inv(sw):594.01

" c pp exist drainage mh tr:597.30 inv(n):591.64 inv(s):591.84 inv(e):592.15 inv(w):592.15

" r cp direction only

" c pp direction only 12" cpp direction only 12" cpp exist drainage inlet tr:594.64 inv(s):591.59 inv(se):591.54 exist drainage inlet tr:593.81 inv(n):591.76

" c pp exist sanitary mh tr:595.54 Pipes not visible can see flow direction to west inv(nw):589.79 inv(w):585.71 inv(e):586.14 inv(s):585.89

10" pvc

COMB COMB COMB COMB COMB COMB COMB COMB COMB COMB COMB

30" Per Record Drawing

COMB COMB COMB COMB COMB COMB COMB COMB

42" Per Record Drawing

SAN

" P er R ec or d D ra w in g direction only

8" pvc

" P er R ec or d D ra w in g direction only

8" p vc595

7 59

" r cp

12" vcp

8" w at er

20" d.i.

36" d.i.

30+00 31+00 32+00

33+00 33+92

SD STR. NO. 9

STR. NO. 9

STR. NO. 10

STR. NO. 11

EXISTING GROUND

E) :5

V( W

):5

N W

):5

S) :5

. N O

. 9

" S

Y M

E) :5

V( W

):5

N W

):5

N ):5

V( N

E) :5

V( N

):5

S) :5

. N O

. 1

" S

H O

W ):5

V( N

):5

V( S)

. N O

. 1

" S

H O

N W

):5

W ):5

V( E)

S) :5

.5 ex is t s an ita ry m h

N W

):5

N E)

S) :5

V( E)

W ):5

V( N

):5

N ):5

.5 ex is t s an ita ry m h

N ):5

V( W

):5

V( S)

.3 ex is t s an ita ry m h

32 LF OF CLASS III,

42" RCP @ 0.08% SLOPE

165 LF OF CLASS III, 42" RCP @ 0.08% SLOPE 169 LF OF CLASS III, 30" RCP @ 0.08% SLOPE

REMOVE EXISTING 30"

CONCRETE AND REPLACE

WITH CLASS III, 42" RCP

REPLACE EXISTING

MANHOLE WITH NEW

84" MANHOLE

REPLACE EXISTING

MANHOLE WITH NEW

84" MANHOLE

REPLACE EXISTING

MANHOLE WITH NEW

96" MANHOLE

REMOVE EXISTING 42"

CONCRETE AND REPLACE

WITH CLASS III, 42" RCP

FULL DEPTH COMPACTED

GRANULAR BACKFILL (TYP.)

FULL DEPTH COMPACTED

GRANULAR BACKFILL (TYP.)

ex is tin g ga s m ai n ex is tin g st or m ex is tin g el ec tri c ex is tin g te le ph on e ex is tin g ga s m ai n ex is tin g ga s m ai n ex is tin g ga s m ai n ex is tin g el ec tri c ex is tin g el ec tri c ex is tin g te le ph on e

G R

ex is tin g el ec tri c ex is tin g el ec tri c ex is tin g w at er m ai n ex is tin g ga s m ai n

IF OPTION 2 NOT AWARDED, RECONNECT EXISTING 42" SEWER TO

NEW MANHOLE TO CREATE A WATERTIGHT SEAL. A FLEXIBLE,

WATERTIGHT CONNECTOR WITH A CORRUGATED PROFILE PER

ASTM C923 SHALL BE USED TO CONNECT THE EXISTING PIPE TO

THE NEW MANHOLE. A SHRINKAGE-COMPENSATED,

SELF-CONSOLIDATING REPAIR MORTAR SHALL BE USED TO SEAL

AROUND THE CONNECTION TO FILL ANY ANNULAR SPACE.

ex is tin g

8" w at er m ai n

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

U C

T, IN

R O

, S

S, IN

N A

C H

O D

C H

O , I

-0

2P 6-

-B

-0

T W

. 1 3T

H A

U E

SOLICITATION SET

C E

O F

C-500A1 MAINTENANCE OF TRAFFIC PLAN - DETAILS

NO SCALE

TYPICAL APPLICATIONS OF TRAFFIC DEVICES FOR DETOUR ADVANCED WARNING SIGN

TYPICAL APPLICATIONS OF TRAFFIC DEVICES FOR ALLEY CLOSURE

GENERAL SHEET NOTESGENERAL SHEET NOTES

1. PLACE SIGNS AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION OF

THE INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

2. MAINTAIN LOCAL ACCESS WHERE PRACTICAL. NOTIFY RESIDENTS AND

BUSINESSES 2 DAYS IN ADVANCE WHEN ACCESS WILL BE CLOSED.

3. CONDUCT FLAGGING OPERATIONS IN ACCORDANCE WITH INDOT

SPECIFICATIONS AND STANDARD DRAWINGS.

4. QUANTITIES ARE FOR INFORMATION ONLY. ALL ITEMS WHETHER SHOWN ON

THIS SHEET OR NOT THAT ARE REQUIRED FOR PROPER MAINTAINENCE OF

TRAFFIC, SHALL BE INCLUDED.

5. THE CONTRACTOR IS ANTICIPATED TO CONSTRUCT THIS PROJECT IN PHASES

SIMILAR TO THE ONES SHOWN. PHASES SHOWN ARE INTENDED AS GUIDELINES

TO DEMONSTRATE THE INTENT OF THE DESIGN AND OUTLINE HOW

CONSTRUCTION CAN BE COMPLETED TO MAINTAIN AN ACCEPTABLE LEVEL OF

SERVICE. ACTUAL PHASING IS TO BE DETERMINED BY THE CONTRACTOR.

6. CLOSE ROADS AS NEEDED FOR EACH PHASE. MAINTAIN ONLY AS LONG AS

NECESSARY TO COMPLETE CONSTRUCTION OF THE PHASE.

7. DURING EACH PHASE BARRICADE ALL CONSTRUCTION ENTRANCES TO THRU

TRAFFIC AND PROVIDE ADVANCE WARNING OF THE CLOSURE.

8. PROVIDE ADVANCE WARNING OF ROAD CLOSURES AT THE BEGINNING OF THE

CITY BLOCK WHERE CONSTRUCTION IS TAKING PLACE. SIGNAGE FOR THE

CLOSURE IS SHOWN AS A TYPICAL DETAIL OF ROAD CLOSURE SIGNAGE. THE

CONTRACTOR SHALL MODIFY THIS TYPICAL DETAIL AS NEEDED TO SECURELY

CLOSE A CONSTRUCTION AREA, MAINTAIN LOCAL ACCESS, AND PROVIDE

SUFFICIENT ADVANCE WARNING TO MOTORISTS.

9. PROVIDE ADDITIONAL DETOUR SIGNAGE FOR PHASES; REFER TO DETOUR

DETAILS.

10. BUSINESSES AFFECTED BY ROAD CLOSURES ARE TO BE NOTIFIED PRIOR TO

CONSTRUCTION.

11. NOTIFACTIONS TO THE LIMITATIONS OF ON-STREET PARKING SHOULD BE

CLEARLY COMMUNICATED TO RESIDENTS.

12. AT THE CONCLUSION OF DAILY WORK, LOCAL TRAFFIC ACCESS IS TO BE

UNHINDERED.

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

U C

T, IN

R O

, S

S, IN

N A

C H

O D

C H

O , I

-0

2P 6-

-B

-0

T W

. 1 3T

H A

U E

SOLICITATION SET

C E

O F

C-501A1 MAINTENANCE OF TRAFFIC PLAN - DETAILS

NO SCALE

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

U C

T, IN

R O

, S

S, IN

N A

C H

O D

C H

O , I

-0

2P 6-

-B

-0

T W

. 1 3T

H A

U E

SOLICITATION SET

C-502

NOTE:

1. PAVEMENT THICKNESSES SHOWN ARE MINIMUMS.

IF EXISTING PAVEMENT THICKNESSES EXCEED

THOSE SHOWN, REPLACE PAVEMENT TO MATCH

EXISTING.

2. TACK COAT ALL CUT EDGES

2.5" (19mm) INTERMEDIATE

FULL DEPTH PAVEMENT REPLACEMENT DETAIL

NOT TO SCALE

2" (9.5mm)

SURFACE

8" COMPACTED

NO. 53 STONE

EX. PAVEMENT

EDGES TO BE SAWCUT

AND CLEAN OF DEBRIS

AND LOOSE ASPHALT

BEFORE PATCHING

LIMITS OF TRENCH

6" (25mm) HMA BASE

TRENCH

PAVEMENT RESTORATION DETAIL

NOT TO SCALE

PIPE BEDDING

C P(

±6

G H

M A

R B

MILL 1.5" AND

RESURFACE

TOP OF OVERLAY

SURFACE

TOP OF MILLED

SURFACE

G E

D G

E O

G E

D G

E O

T (S

CITY OF GARY

SANITARY SEWER

TYPE 4

LANDING

PLAN

SECTION A-A

A A

SECTION K-K

SECTION L-L

K K

PLAN

PAVEMENT

SIDEWALK

* - AS INDICATED ON PLAN

TRUNCATED DOME SPACING

TRUNCATED DOME PLAN VIEW

TRUNCATED DOME SECTION

2" 2" 2"

0.3"

20'-0"

9' -0

5' -0

-0

5' -0

9' -0

5'-0"

6'-0"

12:1

EDGE OF CURB

TACTILE

WARNING

4" CONCRETE SLAB ON 4"

COMPACTED GRANULAR FILL

PAVEMENT ON BASE

6" 1'

-3

12:112:1

6'-9" * 6'-9"

SIDEWALK

TRUNCATED DOME DETECTABLE

WARNINGS (SEE DETAIL)

5'-0"

SIDEWALK

CURB RAMP

2.0% (MAX.)

2'-0"

2" PREFORMED

JOINT FILLER

BOTTOM EDGE OF RAMP

TO BE FLUSHED WITH

GUTTER FLOW LINE

SIDEWALK 6'-9"

12:1 (MAX.)

5'-0"

(MIN.)

SIDEWALK6'-9"

12:1 (MAX.)

4'-0" MIN. (VARIES WITH WIDTH OF RAMP)

NOTES:

1. DETECTABLE WARNINGS SHALL BE OF THE PAVER TYPE WITH ADHESIVE PER MANUFACTURER'S SPECIFICATIONS.

2. WIDTH OF DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET AND VARY WITH WIDTH OF RAMP.

3. LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEET REGARDLESS OF SECTION WIDTH.

4. DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN A CURB RADIUS.

5. DETECTABLE WARNING DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF OF TRAVEL TO

PERMIT WHEELS TO ROLL BETWEEN DOMES.

6. DECTECTABLE WARNING AREA SHALL BE A CONTRASTING COLOR IN ALL LOCATIONS.

7. IF MATS ARE TO BE USED, EDGES SHALL BE BEVELED TO ELIMINATE TRIP HAZARD.

2' -0

2.35"

0.4" 0.

0.9"

HANDICAPPED RAMP DETAIL FROM 6" CURB

NOT TO SCALE

RAMP GROOVE FOR TACTILE WARNING DETAIL

NOT TO SCALE

ADA ACCESSIBLE RAMP

NOT TO SCALE

TRUNCATED DOMES PLAN AND CROSS-SECTION

NOT TO SCALE

NOTES FOR MANHOLE COVERS:

1. ALL LIDS SHALL HAVE

CAST IN 1.5 INCH LETTERS

"CITY OF GARY".

2. ALL SANITARY LIDS SHALL

HAVE CAST IN 1.5 INCH

LETTERS "SANITARY

SEWER".

3. ALL STORM LIDS SHALL

HAVE CAST IN 1.5 INCH

LETTERS "STORM SEWER".

4. ALL SANITARY LIDS SHALL

HAVE CONCEALED PICK

HOLES.

SEWER MANHOLE FRAME

AND COVER

48" MANHOLE

RISER

SECTION

FLAT

TRANSITION LID

RISER

SECTION

BASE

SECTION

MANHOLE BASE, RISER & REDUCER CAP FOR PIPES 21" - 48"

NOT TO SCALE

LIFT HOLES SHALL NOT

PENETRATE COMPLETELY

THROUGH STRUCTURE WALL

"H"

48" DIA.

24" DIA.

REINFORCING STEEL PER

ASTM SPECIFICATION C-478

LATEST VERSION

FRAME AND COVERPRECAST CONCRETE ADJUSTING RINGS

(4" MIN. - 12" MAX.)

EXTERNAL SEALING BAND

TROWELABLE BUTYL RUBBER BACK PLASTER

MATERIAL 14" MINIMUM THICKNESS WHEN DRY

6" ABOVE & BELOW EACH JOINT

4" M

" M

DIA. "F"

" E

STEPS

1' -0

" M

. O

R H

DIA.

6'…

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File details come from the government source that posted it. Updated Aug 7, 2020.