Hobart_Water_Quality_219_RTA_Drawings.pdf

PROJECT LOCATION SHOWN BY

60TH AVENUE

LAT.: N 41°30'23"

LONG.: W 87°18'25"

COUNTY LINE ROAD

LAT.: N 41°31'32"

LONG.: W 87°13'15"

6TH STREET

LAT.: N 41°31'4"

LONG.: W 87°14'51"

HOBART, INDIANA

CITY OF HOBART

2015 WATER QUALITY PROJECTS

G-001 TITLE SHEET

GI-002 GENERAL INFORMATION AND TYPICAL CROSS SECTIONS

GC-003 REAL ESTATE PLAN

GC-004 THRU GC-005 MAINTENCE OF TRAFFIC

CU-101 60TH AVENUE - SANITARY SEWER PLAN AND PROFILE

CU-102 60TH AVENUE - WATER MAIN PLAN AND PROFILE

CU-103 THRU CU-105 COUNTY LINE ROAD - WATER MAIN PLAN AND PROFILE

CU-106 COUNTY LINE ROAD - SANITARY SEWER PLAN AND PROFILE

CU-107 6TH STREET - SANITARY SEWER PLAN AND PROFILE

CU-501 - CU-502 CONSTRUCTION DETAILS

CU-601 STRUCTURE DATA AND WATER MAIN TABLES

CU-602 SUMMARY OF QUANTITIES AND APPROACH TABLE

CU-301 - CU-303 LINE "PR-C" - CROSS SECTIONS

LAKE COUNTY

NOTE:

Contractor Will Be Required To Coordinate The Re-Location Of Any Existing Utilities Encountered To Accomplish The Work. No Additional Payment Shall Be Made For Coordinating The Re-Location Of Existing Utilities. Not All Water And Gas Service Lines Are Shown On The Plan. It Shall Be The Contractor's Responsibility To Have Utilities Accurately Located Prior To The Commencement Of Construction. Contractor To Coordinate Service Line Reconstruction With The Gas Utility.

CAUTION:

LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN 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

SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION.

R

CABLE TV

COMCAST NORTH

16 WEST 84th DRIVE

MERRILLVILLE, IN 46405

(574) 320-8203

ATTN. LARRY SMITH

ELECTRIC

NIPSCO

ENGINEERING DEPARTMENT

801 E. 86TH AVENUE

MERRILLVILLE, IN 46410

(219) 647-5634

ATTN. JOSE LUIS RINCONENO

STORM AND SANITARY SEWER

CITY OF HOBART

414 MAIN STREET

HOBART, IN 46342

(219) 942-8271

ATTN. PHILLIP GRALIK

TELEPHONE

FRONTIER

2401 CHICAGO STREET

VALPARAISO, IN 46383

(219) 531-9237

ATTN. ALISON BUCHANAN

WATER

INDIANA AMERICAN WATER

650 MADISON STREET

GARY, IN 46401

(219) 880-2326

ATTN. ED NICKELS

GAS DISTRIBUTION AND

GAS 16" HIGH PRESSURE LINE

NIPSCO

ENGINEERING DEPARTMENT

806 EAST 86TH AVENUE

MERRILLVILLE, IN 46410

(219) 647-5143

ATTN. DAN PHILLIPS

6TH STREET

60TH AVENUE

COUNTY LINE ROAD

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Certified Final Drawings Solicitation: W912P5-15-B-0009

Solicitation Date: 8-26-15

THERE ARE NO KNOWN DRINKING WATER

WELLS LOCATED WITHIN 50 FEET OF THE

PROPOSED SANITARY IMPROVEMENTS.

C P

Wx

Gx

S Dx

S Sx S Sx

Items Are Existing Unless Noted By "Proposed"

Alingment (Line "PR-C", "A" OR "PR-B")

Sanitary Sewer Main

Storm Drain

Culvert Pipe

Natural Gas

Water Line

Underground Communications/Telephone Lines

Underground Electrical Utility Lines

Top/Toe Slopes

Road Centerlines

Walks, Trails, And Bicycle Paths

Structures (Bridges, Sheds, Foundation Pads, Footings, Etc.)

Fence

Tree Line

S S Proposed Sanitary Sewer Main

Proposed Sanitary Sewer Manhole

Proposed Sanitary Sewer Lateral

Proposed Construction Limits

Proposed Structure Backfill

Property Line

S

S

2%

60TH AVENUE - TYPICAL SECTION

Scale: 1/2"=1'-0"

LINE "PR-C"

10'-0" 10'-0"

2%

APPROX.

TRENCH LIMITS

16" SUBGRADE TREATMENT

GRADE AS SHOWN ON PROFILE

SLOPE 3:1 MAX. SLOPE 3:1 MAX.

1'-0" 1'-0"

EXISTING PAVEMENT TO BE REMOVED

AFTER INSTALATION OF SANITARY

SEWER AND WATER MAIN

STRUCTURE

BACKFILL

2'-0" R/W

S S

K K

2'-0" Flat Bottom

Ditch

SLOPE 3:1 MAX.

GRADE AS SHOWN

ON PROFILE

APPROX. EXISTING SLOPE 2%

6TH STREET - TYPICAL SECTION

Scale: 1/2"=1'-0"

APPROX. EXISTING CROWNLINE "PR-B"

12'-0"

EXISTING PAVEMENT

2%

SAW CUT

APPROX.

TRENCH LIMITS

STRUCTURE

BACKFILL

T L

SS

K

3:13:1

UNDISTURBED EARTH

TRENCH WIDTH +4'

TRENCH WIDTH

STRUCTURE

BACKFILL

TRENCH EXCAVATION

EXISTING ASPHALT

PAVEMENT

SAW CUT 11

2" MIN. (TYP.)

HMA FOR PATCHING, B - DETAIL

LIVERPOOL AND COUNTY LINE ROADS

NOT TO SCALE

UNDISTURBED EARTH

TRENCH WIDTH +4'

TRENCH WIDTH

STRUCTURE

BACKFILL

TRENCH EXCAVATION

EXISTING ASPHALT

PAVEMENT

SAW CUT 11

2" MIN. (TYP.)

HMA FOR PATCHING, A - DETAIL

6TH STEET

NOT TO SCALE

LL

L

P2

TT

P1

SAW CUT 11

2" MIN. (TYP.)

60TH AVENUE

THE PROJECT IS LOCATED IN SECTION 2, TOWNSHIP 35 NORTH, RANGE 8

WEST, HOBART TOWNSHIP, LAKE COUNTY IN.

COUNTY LINE ROAD

THE PROJECT IS LOCATED IN SECTION 33, TOWNSHIP 36 NORTH, RANGE 7

WEST, HOBART TOWNSHIP, LAKE COUNTY IN. AND SECTION 34, TOWNSHIP

36 NORTH, RANGE 7 WEST, PORTAGE TOWNSHIP, PORTER COUNTY IN.

6TH STREET

THE PROJECT IS LOCATED IN SECTION 32, TOWNSHIP 36 NORTH, RANGE 7

WEST, HOBART TOWNSHIP, LAKE COUNTY IN.

COORDINATES FOR THE PROJECT ARE INDIANA STATE PLAN (GRID), WEST

ZONE, NAD83 (CORS96), IN U.S. SURVEY FEET. THEY WERE DERIVED USING

THE INDOT RTK NETWORK (INCORS) AND RTK GPS SURVEYING TECHINQUES.

INCORS REFERENCE STATION INGY WAS UTILIZED. THE GEIOD MODEL THAT

WAS USED IS GEIOD09 (CONUS).

SURVEY STARTED - 04/27/2015

SURVEY COMPLETED - 05/06/2015

LINE "PR-C" STA. 70+00.00, NORTHING 2280545.44, EASTING 2891568.60

STA. 78+00.00, NORTHING 2280558.79, EASTING 2890768.72

LINE "A" STA. 24+00.00, NORTHING 2286497.46, EASTING 2915115.74

STA. 48+00.00, NORTHING 2288897.07, EASTING 2915072.39

LINE "PR-B" STA. 50+00.00, NORTHING 2287791.98, EASTING 2907910.52

STA. 58+00.00, NORTHING 2287792.85, EASTING 2907110.52

DESCRIPTION

MAIL BOX

SYMBOL SYMBOLDESCRIPTION

SIGN

LIGHT POLE_EXISTING

CATCH BASIN

SANITARY MANHOLE

HYDRANT

WATER METER

WATER VALVE VAULT

WATER WELL

POWER POLE

COMMUNICATION POLE

DOWNGUY_EXISTING

GAS VALVE VAULT

GAS METER

POINT OF INTERSECTION

P.O.T.

HORIZONTAL CONTROL PT

BENCH MARK

MAIL BOX

CONIFEROUS TREE

DECIDUOUS TREE

CONIFEROUS SHRUB

STUMP

ROCK

POST

REVMENT RIP RAP AREA

GATE

FLOW ARROW LEFT

00CONSTRUCTION LIMIT STAKINGMSMULCHED SEEDING

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Certified Final Drawings Solicitation: W912P5-15-B-0009

Solicitation Date: 8-26-15

LEGEND

C PCCP FOR DRIVES, 6 INCHES, ON COMPACTED AGGREGATE, NO. 53, BASE, 6 INCHES

D HMA FOR DRIVES,

2" HMA SURFACE, TYPE A (165#/SYS.)

2" HMA INTERMEDIATE, TYPE A (385#/SYS.)

6" COMPACTED AGGREGATE NO. 53

E AGGREGATE FOR DRIVES, 8" COMPACTED AGGREGATE, NO. 53 (2 LIFTS)

K HMA FOR MAIN LINE

2" HMA SURFACE, TYPE A (165#/SYS.)

2" HMA INTERMEDIATE, TYPE A (275#/SYS.)

7" COMPACTED AGGREGATE NO. 53 (2 LIFTS)

L 11

2" HMA SURFACE, TYPE A (165 #/SYS.) OVERLAY

P1 HMA FOR PATCHING, B

2" HMA SURFACE, TYPE B (165#/SYS.)

2" HMA INTERMEDIATE, TYPE B (275#/SYS.)

2" HMA INTERMEDIATE, TYPE B (715#/SYS.)

6" COMPACTED AGGREGATE NO. 53

P2 HMA FOR PATCHING, A

2" HMA INTERMEDIATE, TYPE A (275#/SYS.)

2" HMA INTERMEDIATE, TYPE A (495#/SYS.)

6" COMPACTED AGGREGATE NO. 53

S SUBGRADE TREATMENT, 16"

T MILLING, ASPHALT, 11

2"

27 MULCHED, SEEDING

SS SS SS SS SS SS SS SS

SS SS SS SS SS SSW 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 W

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6TH STREET

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COUNTY LINE ROADST

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EXISTING RIGHT-OF-WAY

(WORK LIMITS)

EXISTING RIGHT-OF-WAY

(WORK LIMITS)

EXISTING RIGHT-OF-WAY

(WORK LIMITS)

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COUNTY LINE ROAD - SANITARY SEWER AND WATER MAIN

Scale: 1"=100'

6TH STREET - SANITARY SEWER

Scale: 1"=100'

60TH AVENUE - SANITARY SEWER

Scale: 1"=100'

GENERAL PROJECT LOCATION MAP

Scale: 1"=2000'

ALL WORK SHALL BE PERFORMED

WITHIN THE EXISTING RIGHT-OF-WAY

CITY PROPERTIES SHOWN ARE

AVAILABLE FOR USE AS STAGING

AREAS BY THE CONTRACTOR.

CONTRACTOR SHALL RESTORE ALL

DISTURBED AREAS AT THE STAGING

SITES TO EXISTING CONDITIONS.

CONTRACTOR'S EQUIPMENT,

MATERIALS, ETC. SHALL NOT INHIBIT

THE CITY'S USE OR ACCESS TO AREAS

NOT DESIGNATED FOR CONTRACTOR'S

STAGING.

60TH AVENUE

6TH STREET

COUNTY LINE ROAD

CITY OF HOBART

STREET LENGTH (FEET) ROW WIDTH (FEET) WORK AREA (ACRES)

COUNTY LINE ROAD 1,860 VARIES - 60' MINIMUM 3.00

6TH STREET 1,120 VARIES - 22' MINIMUM 1.04

60TH AVENUE 500 VARIES - 30' MINIMUM 0.56

TOTAL WORK AREA 4.60

REQUIRED ADDITIONAL ROW 0

CITY PROPERTY AT EAST END

OF 6TH STREET AVAILABLE FOR

CONTRACTOR STAGING AREA NO. 2

CITY PROPERTY AT NORTHEAST CORNER

OF LIVERPOOL ROAD AND 16TH STREET

AVAILABLE FOR CONTRACTOR STAGING AREA NO. 1

AVAILABLE CONTRACTOR STAGING AREA NO. 1

900' TO NORTH OF 60TH AVENUE

AVAILABLE CONTRACTOR STAGING AREA NO. 2

2,000' TO EAST OF INDIANA STREET

Certified Final Drawings Solicitation: W912P5-15-B-0009

Solicitation Date: 8-26-15

STAGING AREA NO. 1

Scale: 1"=100'

STAGING AREA NO. 2

Scale: 1"=100'

0'

65'

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16TH STREET

6TH STREET

STAGING SITE ACCESS

OFF OF 16TH STREET

INSTALL SILT FENCE

TREES SHALL BE

PROTECTED

STAGING SITE ACCESS

INSTALL

SILT FENCE

0'

125'

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MAINTENANCE OF TRAFFIC MAP

60TH AVENUE

Not To Scale

A

C

B

ROAD CONSTRUCTION AHEAD

ROAD CONSTRUCTION AHEAD 1000ft

ROAD CONSTRUCTION AHEAD 500ft

END CONSTRUCTION

SYMBOL MESSAGE CODE TYPE

ADVANCE TURN DETOUR

ROUTE MARKER ASSEMBLY

DIRECTIONAL DETOUR

ROUTE MARKER ASSEMBLY

CONFIRMING DETOUR

ROUTE MARKER ASSEMBLY

XM4-8

MI-6

M6-3S

XM4-8

MI-6

M6-1(R or L)

XM4-8

MI-6

M5-1(R or L)

XG20-2

XW20-1

XW20-1

XM4-6S

XM4-8

MI-6

END DETOUR

ROUTE MARKER ASSEMBLY

D

ROAD CLOSED AHEAD

ROAD CLOSURE SIGN ASSEMBLY

XW20-1

XW20-3

R11-2

A

A

A

A

A

ROAD CLOSED TO THRU TRAFFIC

DETOUR AHEAD XW20-2

R11-4 A

A

FLAGGER

ONE LANE ROAD AHEAD

XW20-7a-A A

XW20-4 A

AREA OF CONSTRUCTION

DETOUR ROUTE

ROAD CLOSURE SIGN ASSEMBLY & TYPE III

CONSTRUCTION SIGN ASSEMBLY

DIRECTION OF TRAFFIC FLOW

NOTE:

THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE SIGNS AND PLACEMENT OF SAID

SIGNS IN COMPLIANCE WITH THE IMUTCD (LATEST EDITION) AND THE CURRENT INDOT

STANDARDS.

A

B

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E 53RD AVENUE

I-

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H

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T

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N

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W

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BARRICADE W/ TYPE B LIGHTS

Certified Final Drawings Solicitation: W912P5-15-B-0009

Solicitation Date: 8-26-15

MAINTENANCE OF TRAFFIC MAP

6TH STREET

Not To Scale

E 6TH STREET

E 5TH STREET

CENTER STREET

E 3RD STREET

S.

I

N D

IA

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A

ST

M

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*ACCESS TO E. 6TH STREET EAST FROM S.

INDIANA STREET IS TO BE MAINTAINED FOR

LOCAL RESIDENTS

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NOTE:

THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE SIGNS AND PLACEMENT OF SAID

SIGNS IN COMPLIANCE WITH THE IMUTCD (LATEST EDITION) AND THE CURRENT INDOT

STANDARDS.

ROAD CONSTRUCTION AHEAD

ROAD CONSTRUCTION AHEAD 1000ft

ROAD CONSTRUCTION AHEAD 500ft

END CONSTRUCTION

SYMBOL MESSAGE CODE TYPE

ADVANCE TURN DETOUR

ROUTE MARKER ASSEMBLY

DIRECTIONAL DETOUR

ROUTE MARKER ASSEMBLY

CONFIRMING DETOUR

ROUTE MARKER ASSEMBLY

XM4-8

MI-6

M6-3S

XM4-8

MI-6

M6-1(R or L)

XM4-8

MI-6

M5-1(R or L)

XG20-2

XW20-1

XW20-1

XM4-6S

XM4-8

MI-6

END DETOUR

ROUTE MARKER ASSEMBLY

ROAD CLOSED AHEAD

ROAD CLOSURE SIGN ASSEMBLY

XW20-1

XW20-3

R11-2

A

A

A

A

A

ROAD CLOSED TO THRU TRAFFIC

DETOUR AHEAD XW20-2

R11-4 A

A

FLAGGER

ONE LANE ROAD AHEAD

XW20-7a-A A

XW20-4 A

AREA OF CONSTRUCTION

DETOUR ROUTE

ROAD CLOSURE SIGN ASSEMBLY

CONSTRUCTION SIGN ASSEMBLY

DIRECTION OF TRAFFIC FLOW

A

B

C

D

Certified Final Drawings Solicitation: W912P5-15-B-0009

Solicitation Date: 8-26-15

MAINTENANCE OF TRAFFIC MAP

COUNTY LINE ROAD

Not To Scale

E. CLEVELAND AVENUE

W

E. STATE ROAD 130

E 10TH STREET

LA

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P

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Sec. 2, T.35 N., R.8 W.

Hobart Township

Lake County

60TH AVENUE

LIV

ER

PO

OL

R

OA

D

Sec. 2, T.35 N., R.8 W.

Hobart Township

Lake County

SS SS SS SS SS SS SS SS SS

App ⅊

App ⅊

App ⅊

App ⅊

Ap p

Ap p

Ap p

Ap p

Ap p

Ap p

LINE "PR-C"

1-Sty. Brk. Hse.

(Grass) (Grass)

(Grass)

(Grass)

(Grass)

Pv

t. D r.

(C

-S tn.

Pv

t. D r.

(C

-S tn.

) (Wooded)

Pv

t. D r.

(C

-S tn.

Pvt. Dr.

(C-Stn.)

Pvt. Dr.

(C-Stn.)

Pvt. Dr.(Bit. Mat.)

Pvt. Dr.

(Bit. Mat.)

Pvt. Dr.

(Bit. Mat.)

(Wooded)

(Wooded)

(Grass)

1-Sty. Brk. Hse.

2-Sty.

Brk./Frm. Hse.

(Grass)

(Grass)

(Grass)

2-Sty.

Frm. Hse.

" R

CP

" C

MP 12

" H

DP

E

15" CMP

" C

MP

6" CMP

15" VCP

(Bit. Mat.)(Bit. Mat.)

(B it.

Ma t.)

BM #1 EL. = 622.67' MAG SPIKE "SET" IN PWP. #302045995 S.E. QUAD. OF

INTERSECTION LIVERPOOL RD. & W. 60 AVE., STA. 70+33.6 "PR-C", 7.0' RT.

BM #2 EL. = 627.45' MAG SPIKE "SET" IN PWP. #326924 SOUTHSIDE OF

W. 60 AVE., STA. 76+68.0 "PR-C", 1.0' RT.

" V

CP

P L

P L

P L

PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL

PL PL PL PL PL PL

PL PL PL PL PL PL

PL PL PL

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

LINE "PR-C"

EX

IS

TI

G

N

W

AT

ER

M

AI

N

PROPOSED 6" WATER MAIN

(PRIORITY NO. 3)

PROPOSED 6"

WATER MAIN

W W W W W W W W W W

W x

W x

W x

W x

W x

W x

G x G x G x G x G x G x G x G x G x G x W W W

P.O.T. Sta. 70+00.00 "PR-C" N: 2280545.44 E: 2891568.60

P.O.T. Sta. 78+00.00 "PR-C" N: 2280558.79 E: 2890768.71

RELOCATE POWER POLE

(BY OTHERS)

RELOCATE POWER

POLE AND SPLICE BOX

(BY OTHERS)

15'40'

+68.0 "PR-C", 1.0 Rt.

B.M. #2

+33.6 "PR-C", 7.0 Rt.

B.M. #1

+67.4 "PR-C", 0.5 Rt.

CONTROL POINT #300

MAG NAIL SET IN PAVEMENT

N: 2280547.03 E: 2891501.18

+73.1 "PR-C", 1.6 Rt.

CONTROL POINT #301

MAG NAIL SET IN PAVEMENT

N: 2280554.91 E: 2891095.60

+44.5 "PR-C", 8.9 Rt.

BORING NO. B-1

+39.6 "PR-C", 7.5 Rt.

BORING NO. B-2 CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

CONSTRUCTION

LIMITS

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

27 27 27

27 27

E

K

K

KK

P1

P1 x S

S x

S S x S

S x

SS x

STRUCTURE NO. 40

+68.2 "PR-C", 12.8 Rt.

STRUCTURE NO. 41

+63.9 "PR-C", 0.4 Lt.

STRUCTURE NO. 42

+27.0 "PR-C", 16.4 Lt.

LIMITS OF MILESTONE NO. 1

27' WIDTH OF

MILESTONE NO. 1

APP. EASEMENT

K

CONSTRUCTION LIMITS

70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00

STRUCTURE

NO. 30

111' Of 8" SANITARY PIPE

(AWWA C900) @ 0.40% REQ'D

STRUCTURE NO. 31

STRUCTURE NO. 32

381' Of 8" SANITARY PIPE @ 0.40% REQ'D

Inv. El. 614.83Inv. El. 614.29 Inv. El. 614.73 Inv. El. 616.35

T.C. El. 622.53 T.C. El. 623.74

T.C. El. 626.71

APPROX. EXISTING GROUND ALONG LINE "PR-C"

STRUCTURE BACKFILL STRUCTURE BACKFILL

1.28%

0.33% 1.50%

-1.00%

PVI Sta. 73+00 PVI El. 626.02

30' V.C.

+61.22, El. 622.90

+37, El. 626.78

PVI Sta. 74+00 PVI El. 625.02

30' V.C.

PVI Sta. 71+00 PVI El. 623.03

30' V.C.

APPROX. LOCATION

EXISTING CULVERT PIPE

EXISTING 15" SANITARY SEWER

INV. EL. 613.82±

PROFILE GRADE ALONG LINE "PR-C"

0.

3.

2.

2.

2.

2.

3.

4.

4.

5.

5.

5.

5.

4.

4.

4.

4.

5.

5.

6.

6.

6.

6.

6.

6.

6.

2.

3.

3.

3.

4.

4.

4.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

6.

6.

FLOWABLE BACKFILL

STRUCTURE NO. 40

PROPOSED STORM SEWER

STRUCTURE NO. 41

PROPOSED STORM SEWER

PROPOSED DITCH

(PLOTTED 10' ABOVE DATUM)

1.00% 1.24%

-0.50% +61.22, El. 621.18

+37, El. 624.94 +68, El. 623.75 +68, El. 623.25

STRUCTURE NO. 42

PROPOSED STORM SEWER

S O

LI

C

IT

A

TI

O

N N

O

FI

LE

N A

M E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

TI

O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

TE

FI

LE

N U

M B

E R

S

IZ

E

S U

B M

IT

TE

D B

Y

P

LO

T S

C A

LE

IS

S

U E

D A

TE

D A

TE

C O

N

TR

A C

T N

O

SHEET

IDENTIFICATION

SHEET OF

US Army Corps of Engineers

C

IT

Y O

F H

O B

A R

T

W

A

TE

R Q

U A

LI

TY

P R

O

JE

C

TS

H O

B A

R T, IN

D

IA

N

A

TH

A V

E N

U E

S A

N

IT

A R

Y S

E W

E R

P

LA

N A

N D

P R

O

FI

LE

B

A S

E B

ID

CU-101

M . C hm el iw sk yj

G . N ul lin er

S U

B M

IT

TE

D B

Y

1" =3

0'

A N

S I D

C U

-1

.d w g

IS

S

U E

D A

TE

C H

E C

K E

D B

Y

7/

/2

W

2P 5-

-B

-0

Certified Final Drawings Solicitation: W912P5-15-B-0009

Solicitation Date: 8-26-15

HORIZONTAL SCALE: 1"=30'

VERTICAL SCALE: 1"=10'

NOTES

1. ALL WORK ON THIS SHEET IS BASE BID

2. FOR WATER MAIN DESIGN SEE SHEET CU-102

NOTE:

6" SANITARY CLEANOUT,

8"X6" SERVICE CONNECTION

AND 6" SERVICE LATERAL.

FOR LEGEND SEE SHEET NO. GI-002

Sec. 2, T.35 N., R.8 W.

Hobart Township

Lake County

60TH AVENUE

LIV

ER

PO

OL

R

OA

D

Sec. 2, T.35 N., R.8 W.

Hobart Township

Lake County

App ⅊

App ⅊

App ⅊

App ⅊

Ap p

Ap p

Ap p

Ap p

Ap p

Ap p

LINE "PR-C"

1-Sty. Brk. Hse.

(Grass) (Grass)

(Grass)

(Grass)

(Grass)

Pv

t. D r.

(C

-S tn.

Pv

t. D r.

(C

-S tn.

) (Wooded)

Pv

t. D r.

(C

-S tn.

Pvt. Dr.

(C-Stn.)

Pvt. Dr.

(C-Stn.)

Pvt. Dr.(Bit. Mat.)

Pvt. Dr.

(Bit. Mat.)

Pvt. Dr.

(Bit. Mat.)

(Wooded)

(Wooded)

(Grass)

1-Sty. Brk. Hse.

2-Sty.

Brk./Frm. Hse.

(Grass)

(Grass)

(Grass)

2-Sty.

Frm. Hse.

" R

CP

" C

MP 12

" H

DP

E

15" CMP

" C

MP

6" CMP

15" VCP

(Bit. Mat.)(Bit. Mat.)

(B it.

Ma t.)

" V

CP

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S Sx S Sx S Sx S Sx S S x S Sx S Sx S Sx S Sx S Sx S Sx S Sx S Sx S Sx

P L

P L

P L

PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL

PL PL PL PL PL PL

PL PL PL PL PL PL

PL PL PL

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

LINE "PR-C"

EX

IS

TI

G

N

W

AT

ER

M

AI

N

PROPOSED 8"

WATER MAIN

PROPOSED 8" WATER MAIN

W W W W W W W W W W

W x

W x

W x

W x

W x

W x

G x G x G x G x G x G x G x G x G x G x W W W

P.O.T. STA. 70+00.00 "PR-C"

N: 2280545.44 E: 2891568.60

P.O.T. STA. 78+00.00 "PR-C"

N: 2280558.79 E: 2890768.71

RELOCATE POWER POLE

RELOCATE POWER POLE

AND SPLICE BOX

+50.0 "PR-C", 16.0 Lt.

FIRE HYDRANT ASSEMBLY+28.7 "PR-C", 13.0 Lt.

8"X8" TAPPING SLEEVE

AND 8" TAPPING VALVE

+63.1 "PR-C", 8.9 Rt.

BLOWOFF/FLUSHING

HYDRANT ASSEMBLY

* WATER METER PIT AND

4" WATER SERVICE LINE

* WATER METER PIT AND

4" WATER SERVICE LINE * WATER METER PIT AND

4" WATER SERVICE LINE

* WATER METER PIT AND

4" WATER SERVICE LINE

+39.6 "PR-C", 7.5 Rt.

BORING NO. B-2

+67.4 "PR-C", 0.5 Rt.

CONTROL POINT #300

MAG NAIL SET IN PAVEMENT

N: 2280547.03 E: 2891501.18

+44.5 "PR-C", 8.9 Rt.

BORING NO. B-1

+73.1 "PR-C", 1.6 Rt.

CONTROL POINT #301

MAG NAIL SET IN PAVEMENT

N: 2280554.91 E: 2891095.60BM #1 EL. = 622.67' MAG SPIKE "SET" IN PWP. #302045995 S.E. QUAD. OF

INTERSECTION LIVERPOOL RD. & W. 60 AVE., STA. 70+33.6 "PR-C", 7.0' RT.

BM #2 EL. = 627.45' MAG SPIKE "SET" IN PWP. #326924 SOUTHSIDE OF

W. 60 AVE., STA. 76+68.0 "PR-C", 1.0' RT.

+33.6 "PR-C", 7.0 Rt.

BM #1

+68.0 "PR-C", 1.0 Rt.

BM #2

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

CONSTRUCTION LIMITSCONSTRUCTION LIMITS

CONSTRUCTION

LIMITS

CONSTRUCTION LIMITS

PROPOSED

STORM SEWER

PROPOSED

STORM SEWER

+09.0 "PR-C", 13.0 Lt.

8"-45° MJ-RJ BEND

+31.0 "PR-C", 9.0 Rt.

8"-45° MJ-RJ BEND

LIMITS OF MILESTONE NO. 1

27' WIDTH OF

MILESTONE NO. 1

APP. EASEMENT

SEE TIE-IN DETAIL

THIS SHEET

70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00

1.

3.

1.

1.

2.

2.

3.

3.

4.

5.

5.

4.

4.

4.

3.

4.

5.

5.

5.

5.

6.

6.

6.

6.

6.

6.

APPROX. EXISTING GROUND ALONG PROPOSED WATER MAIN

STRUCTURE BACKFILL

STRUCTURE BACKFILL

M

AI

N

TA

IN

M

IN

CO

VE

R

M

AI

N

TA

IN

M

IN

CO

VE

R

8"X8" TAPPING SLEEVE AND 8" TAPPING VALVE

(CONNECTION TO EXISTING WATER MAIN

PERFORMED BY IAWC)

HYDRANT

58' RESTRAINED

JOINT LENGTH

58' RESTRAINED

JOINT LENGTH

PROPOSED 8" WATER MAIN 6" VALVE AND HYDRANT

BLOWOFF/FLUSHING

HYDRANT ASSEMBLY

APPROX. LOCATION EXISTING

15" SANITARY SEWER

CONSTRUCT WATER MAIN TO HAVE

HIGH POINT AT FIRE HYDRANT

FLOWABLE FILL

63+

PROPOSED 8"

SANITARY SEWER

PROPOSED

STORM SEWER

05 +

60' RESTRAINED

JOINT LENGTH

94 +

.0

BE

N D

.0

BE

N D

S O

LI

C

IT

A

TI

O

N N

O

FI

LE

N A

M E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

TI

O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

TE

FI

LE

N U

M B

E R

S

IZ

E

S U

B M

IT

TE

D B

Y

P

LO

T S

C A

LE

IS

S

U E

D A

TE

D A

TE

C O

N

TR

A C

T N

O

SHEET

IDENTIFICATION

SHEET OF

US Army Corps of Engineers

C

IT

Y O

F H

O B

A R

T

W

A

TE

R Q

U A

LI

TY

P R

O

JE

C

TS

H O

B A

R T, IN

D

IA

N

A

TH

A V

E N

U E

W A

TE

R

M A

IN

P

LA

N

A N

D P

R O

FI

LE

B A

S E

B

ID

CU-102

M . C hm el iw sk yj

G . N ul lin er

S U

B M

IT

TE

D B

Y

1" =3

0'

A N

S I D

C U

-1

.d w g

IS

S

U E

D A

TE

C H

E C

K E

D B

Y

7/

/2

W

2P 5-

-B

-0

Certified Final Drawings Solicitation: W912P5-15-B-0009

Solicitation Date: 8-26-15

HORIZONTAL SCALE: 1"=30'

VERTICAL SCALE: 1"=10'

NOTES

1. ALL PROPOSED WORK ON THIS SHEET IS BASE BID

2. FOR ROADWAY AND SANITARY SEWER DESIGN

SEE SHEET CU-101

FOR LEGEND SEE SHEET NO. GI-002

8"X8" TAPPING SLEEVE

8" TAPPING VALVE

WITH VALVE BOX 8" D.I. WATER MAIN

8" TEMPORARY CAPS

TAPPED FOR 2" PIPEEXISTING 8" WATER MAIN

TEMPORARY 2" F.O. TO F.O. CONNECTION AND

FINAL 8" TIE-IN BY CONTRACTOR

BY CONTRACTORINSTALLED BY INAW

TIE-IN DETAIL

40' OF 8" D.I.

WATER MAIN

* CORPORATION STOP VALVE TO BE SUPPLIED

BY CONTRACT AND INSTALLED BY INAW

(Grass)

N1°02'05"W

Sec. 33, T.36 N., R.7 W.

Hobart Township

Lake County

PLPLPLPLPLPLPLPLPL

PL PL PL PL PL

PL PL PL PL PL

P L

P L

P L

P L

P L

PL

PL

PL

PL

PL

PL

PL PL PL PL PL PL PL PL

P L

P L

P

LPL

C x C x

E x E x

E x E x E x E x E x E x E x E x E x E x E x E x E x

E x

C x

C x C x C x C x C x C x C x C x C x C x C x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

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

(B it.

Ma t.)

S.

R.

#1

(Bit. Mat.)

COUNTY LINE ROAD

(Grass)

(Cultivated Field)

Pv

t. D r.

(C on c.) (Wooded)

(Wooded)

(Bit. Mat.)

Pv

t. D r.

(B it.

Ma t.)(C -S tn.

(Cultivated Field)

(Grass)

Pv

t. D r.

(C

-S tn.

(Grass) (Grass)

(Grass)

1 12 Sty.

Frm. Hse.

(Grass)

Sec. 34, T.36 N., R.7 W.

Portage Township

Porter County

P.O.T. STA. 24+00.00 "A"

LINE "A"

Pv

t. D r.

(B it.

Ma t.)

+43.8 "A", 36.9 Rt.

BASE BID, 8"-111

4° MJ-RJ BEND

PRIORITY NO. 1 12"-111

4° MJ-RJ BEND

+17.8 "A", 69.4 Rt.

SEE DETAIL BELOW

FUTURE PAVEMENT PER INDOT PROJECT DES. 8351540

BASE BID, PROPOSED 8" WATER MAIN

PRIORITY NO. 1, PROPOSED 12" WATER MAIN MA

TC

H

LIN

E

- R

EF

ER

T

O

SH

EE

T

CU

-1

+65.5 "A", 27.9 Rt.

BASE BID, 8"-111

4° MJ-RJ BEND

PRIORITY NO. 1, 12"-111

4° MJ-RJ BEND

+10.0 "A", 40.0 Rt.

FIRE HYDRANT ASSEMBLY

BASE BID, PROPOSED 8" WATER MAIN

PRIORITY NO. 1, PROPOSED 12" WATER MAIN

+30.8 "A", 36.9 Rt.

BASE BID, 8"-111

4° AND 221

2° MJ-RJ BENDS

PRIORITY NO. 1, 12"-111

4° AND 221

2° MJ-RJ BENDS+59.0 "A", 88.5 Rt.

BASE BID, 8"-111

4° AND 45° MJ-RJ BENDS

PRIORITY NO. 1, 12"-111

4° AND 45° MJ-RJ BENDS

+00.0 "A", 6.0 Lt.

BORING NO. RB-2

+35.0 "A", 6.0 Lt.

BORING NO. RB-1

" P

VC

S

AN

" P

VC

S

AN

P.O.T. STA. 24+75.00 "A" * WATER METER PIT AND

4" WATER SERVICE LINE

* WATER METER PIT AND

4" WATER SERVICE LINE

* WATER METER PIT AND

4" WATER SERVICE LINE

TRENCH LIMITS

TRENCH LIMITS

TRENCH LIMITS

TRENCH LIMITS

D D

C

27 27

27 27P1

+91.4 "A", 27.9 Rt.

BASE BID, 8"-111

4° MJ-RJ BEND

PRIORITY NO. 1, 12"-111

4° MJ-RJ BEND

+96.2 "A", 25.9 Rt.

BASE BID, 8"-111

4° MJ-RJ BEND

PRIORITY NO. 1, 12"-111

4° MJ-RJ BEND

SEE TIE-IN DETAIL

THIS SHEET

24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00

0.

0.

0.

0.

1.

1.

0.

0.

0.

0.

0.

9.

0.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

0.

0.

0.

0.

APPROX. EXISTING GROUND ALONG PROPOSED WATER MAINAPPROX. LOCATION

EXISTING 6" GAS MAIN

APPROX. LOCATION

EXISTING 4" GAS MAIN

BASE BID, PROPOSED 8" WATER MAIN

PRIORITY NO. 1, PROPOSED 12" WATER MAIN

STRUCTURE BACKFILL

BASE BID, 12"X8" TAPPING SLEEVE AND 8" TAPPING VALVE

PRIORITY NO. 1, 12"X12" TAPPING SLEEVE AND 12" TAPPING VALVE

(CONNECTION TO EXISTING WATER MAIN PERFORMED BY IAWC)

APPROX. LOCATION

EXISTING 12" WATER MAIN

HYDRANT

6" VALVE AND HYDRANT

.8

4°

A N

D

2°

B

EN

D S

.0

4°

A N

D

BE

N D

S

.8

4°

B

EN

D

.5

4°

B

EN

D

APPROX. LOCATION

EXISTING SANITARY SEWER

138' RESTRAINED

JOINT LENGTH 35' RESTRAINED

JOINT LENGTH

M

AI

N

TA

IN

M

IN

CO

VE

R

M

AI

N

TA

IN

M

IN

CO

VE

R

M

AI

N

TA

IN

M

IN

CL

EA

RA

N

CE

STRUCTURE

BACKFILL

+96.2

4° BEND

+91.4

4° BEND

20' RESTRAINED

JOINT LENGTH

S O

LI

C

IT

A

TI

O

N N

O

FI

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N A

M E

D W

N B

Y

C K

D B

Y

D E

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N E

D B

Y

D E

S C

R

IP

TI

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N

D

2 3

C

4 5

A

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M A

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A P

P R

D A

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B M

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D B

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P

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C A

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IS

S

U E

D A

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D A

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C O

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A C

T N

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SHEET

IDENTIFICATION

SHEET OF

US Army Corps of Engineers

C

IT

Y O

F H

O B

A R

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A

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R Q

U A

LI

TY

P R

O

JE

C

TS

H O

B A

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D

IA

N

A

C O

U N

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L

IN

E

R O

A D

W A

TE

R

M A

IN

P

LA

N

A N

D P

R O

FI

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B A

S E

B

ID

A N

D P

R

IO

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IT

Y N

O . 1

CU-103

M . C hm el iw sk yj

G . N ul lin er

S U

B M

IT

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D B

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1" =3

0'

A N

S I D

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7/

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2P 5-

-B

-0

Certified Final Drawings Solicitation: W912P5-15-B-0009

Solicitation Date: 8-26-15

HORIZONTAL SCALE: 1"=30'

VERTICAL SCALE: 1"=10'

N

2.

E:

4.

P.O.T. Sta. 24+75.00 "A" Mag Nail, Flush (Set 4/9/2015)

Co. Line Rd.

41.40'

Az.

.6

1'

Az

RR Spike in Pwp.

Line "A"

.7

1'

Az

Mag Spike Tele. Pole

RR Spike in Pwp.

#858-659

FOR LEGEND SEE SHEET NO. GI-002

BASE BID -12"X8" MJ-RJ TEE

PRIORITY NO. 1 -12"X12" MJ-RJ TEE

BASE BID - 12" SOLID SLEEVE

BASE BID -8" D.I. WATER MAIN

PRIORITY NO. 1 -12" D.I. WATER MAIN

TEMPORARY CAPS TAPPED FOR 2" PIPE

EXISTING 12" PVC WATER MAIN

TEMPORARY 2" F.O. TO F.O. CONNECTION AND

FINAL TIE-IN BY CONTRACTOR

BY CONTRACTORINSTALLED BY INAW

TIE-IN DETAIL

5' OF D.I.

WATER MAIN

* CORPORATION STOP VALVE TO BE SUPPLIED

BY CONTRACT AND INSTALLED BY INAW

BASE BID - 3' OF 12" D.I. PIPE

EXISTING 12" PVC WATER MAIN

BASE BID - 3' OF 12" D.I. PIPE

PRIORITY NO. 1 -3' OF 12" D.I. PIPE

BASE BID - 3' OF 12" D.I. PIPE

PRIORITY NO. 1 -3' OF 12" D.I. PIPE

BASE BID - 8" GAVE VALVE WITH BOX

PRIORITY NO. 1 - 12" GATE VALVE WITH BOX

N1°02'05"WLINE "A"

LINE "A"(Bit. Mat.)

COUNTY LINE ROAD

Pv

t. D r.

(C

-S tn.

Pv

t. D r.

(C

-S tn.

Pv

t. D r.

(C

-S tn.

(Grass)

1 12 Sty.

Frm. Hse.

Pvt. Dr.

(C-Stn.)

(Wooded / Overgrowth) (Wooded / Overgrowth) (Cultivated Field)

(Grass) (Grass) (Grass)

(Bit. Mat.)

(Bit. Mat.)

Pv

t. D r.

(B it.

Ma t.)

Pv

t. D r.

(C

-S tn.

Pv

t. D r.

(C

-S tn.

Pv

t. D r.

(B it.

Ma t.)

(Grass)

(Cultivated Field)

1 Sty.

Brk. Hse.

1 Sty.

Brk. Hse.

1 Sty.

Brk. Hse.

(Bit. Mat.)

COUNTY LINE ROAD

(Grass)

Sec. 33, T.36 N., R.7 W.

Hobart Township

Lake County

Sec. 34, T.36 N., R.7 W.

Portage Township

Porter County

+05.0 "A", 29.0 Rt.

FIRE HYDRANT ASSEMBLY

+10.0 "A", 29.0 Rt.

FIRE HYDRANT ASSEMBLY

+20.0 "A", 26.0 Rt.

BASE BID, 8" GATE VALVE

PRIORITY NO. 1, 12" GATE VALVE

AP

P.

S

EC

TI

O

N L

IN

E

PL PL PL PL PL PL PL PL PL

PL PL PL PL PL PL PL PL PL

P L

P L

P L

PL PL PL PL PL PL PL PL

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

PL PL PL PL PL PL PL PL

P L

P L

P L

OHE

E x

E x

O H

E

C x C x

E x

C x C x C x C x C x C x C x

E x E x E x E x E x E x E x E x E x E x E x E x E x E x E x

C x C x C x C x C x

O H

E

T T T T T T T T

T T T T T T T TSD x SD x SD x SD x SD x SD x SD x

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

MA

TC

H

LIN

E

- R

EF

ER

T O

SH

EE

T

CU

-1

MA

TC

H

LIN

E

- R

EF

ER

T O

SH

EE

T

CU

-1

BASE BID, PROPOSED 8" WATER MAIN

PRIORITY NO. 1, PROPOSED 12" WATER MAIN

BASE BID, PROPOSED 8" WATER MAIN

PRIORITY NO. 1, PROPOSED 12" WATER MAIN

+40.0 "A", 6.0 Lt.

BORING NO. RB-4

+10.0 "A", 6.0 Rt.

BORING NO. RB-3

P.O.T. STA.. 37+00.00 "A"

BM #1 EL. = 632.09' MAG SPIKE IN PWP. #348-220

EASTSIDE COUNTY LINE ROAD STA. 32+38.3 "A", 18.1' RT.

+38.3 "A", 18.1 Rt.

BM #1

* WATER METER PIT AND

4" WATER SERVICE LINE

* WATER METER PIT AND

4" WATER SERVICE LINE

* WATER METER PIT AND

4" WATER SERVICE LINE

* WATER METER PIT AND

4" WATER SERVICE LINE

* WATER METER PIT AND

4" WATER SERVICE LINE

P1

P1

P1

272727

TRENCH LIMITSTRENCH LIMITS

TRENCH LIMITS

TRENCH LIMITS

TRENCH LIMITS

E

P1

+05.0 "A", 28.1 Rt.

4" SAMPLE TAP

32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

8.

8.

8.

8.

8.

8.

8.

APPROX. EXISTING GROUND ALONG PROPOSED WATER MAIN

M

AI

N

TA

IN

M

IN

CO

VE

R

M

AI

N

TA

IN

M

IN

CO

VE

RSTRUCTURE BACKFILL

45 +

BASE BID, PROPOSED 8" WATER MAIN

PRIORITY NO. 1, PROPOSED 12" WATER MAIN

HYDRANT

6" VALVE AND HYDRANT

HYDRANT

6" VALVE AND HYDRANT

BASE BID, 8" GATE VALVE

PRIORITY NO. 1, 12" GATE VALVE

78' RESTRAINED

JOINT LENGTH

20 +

S O

LI

C

IT

A

TI

O

N N

O

FI

LE

N A

M E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

TI

O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

TE

FI

LE

N U

M B

E R

S

IZ

E

S U

B M

IT

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D B

Y

P

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C A

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IS

S

U E

D A

TE

D A

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C O

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A C

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SHEET

IDENTIFICATION

SHEET OF

US Army Corps of Engineers

C

IT

Y O

F H

O B

A R

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R Q

U A

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TY

P R

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H O

B A

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D

IA

N

A

C O

U N

TY

L

IN

E

R O

A D

W A

TE

R

M A

IN

P

LA

N

A N

D P

R O

FI

LE

B A

S E

B

ID

A N

D P

R

IO

R

IT

Y N

O , 1

CU-104

M . C hm el iw sk yj

G . N ul lin er

S U

B M

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TE

D B

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1" =3

0'

A N

S I D

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7/

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-0

Certified Final Drawings Solicitation: W912P5-15-B-0009

Solicitation Date: 8-26-15

HORIZONTAL SCALE: 1"=30'

VERTICAL SCALE: 1"=10'

N

7.

E:

2.

P.O.T. Sta. 37+00.00 "A" Mag Nail, Flush (Set 4/9/2015)

23.95'

40 Az.

95.70'200 Az.

.6

0'

Az

Nail w/Bottle Cap Tele. Pole

Line "A" Co. Line Rd.

Nail w/Bottle Cap Pwp.

Nail w/Bottle Cap Tele. Pole

FOR LEGEND SEE SHEET NO. GI-002

P.O.t. Sta. 48+00.00 "A"

(Cultivated Field)

Pv

t. D r.

(B it.

Ma t.)

(Grass) Pvt. Dr.

(Bit. Mat.)

Pv

t. D r.

(C on c.)

(Grass)

Comm. Dr.

(Bit. Mat.)

2 Sty.

Frm. Hse. 1 Sty.

Brk. Hse.

Comm. P-Lot (Bit. Mat.)

(Grass Field)

County Line Orchard

(Grass)

(Bit. Mat.)

COUNTY LINE ROAD (Bit. Mat.)

COUNTY LINE ROAD

" C

MP

(Grass) (Grass)

Sec. 33, T.36 N., R.7 W.

Hobart Township

Lake County

Sec. 34, T.36 N., R.7 W.

Portage Township

Porter County

N1°02'05"W

LINE "A"

App ⅊

+65.0 "A", 29.0 Rt.

FIRE HYDRANT ASSEMBLEY

+76.0 "A", 26.1 Rt.

BASE BID, 8" GATE VALVE

PRIORITY NO. 1, 12" GATE VALVE

App ⅊

App ⅊

App ⅊

App ⅊

App ⅊

PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL

P L

P L

P L

P L

P L

P L

PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL

P L

P L

P L

O H

E

E x E x

C x C x C x C x C x

T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T TSD x SD x SD x SD x

SD x

S D x

W W W W W W

MA

TC

H

LIN

E

- R

EF

ER

T O

SH

EE

T

CU

-1

BASE BID, PROPOSED 8" WATER MAIN

PRIORITY NO. 1, PROPOSED 12" WATER MAIN

+94.0 "A", 26.1 Rt.

BLOWOFF/FLUSHING

HYDRANT ASSEMBLY

+00.0 "A", 6.0 Lt.

BORING NO. RB-6

+75.0 "A", 6.0 Rt.

BORING NO. RB-5

BM #2 EL. = 632.15' S.E. BOLT IN LIGHT BASE @ COUNTY

LINE ORCHARD STA. 44+06.5 "A", 88.0' LT.

+06.5 "A", 88.0 Lt.

BM #2* WATER METER PIT AND

4" WATER SERVICE LINE

* WATER METER PIT AND

4" WATER SERVICE LINE

TRENCH LIMITS

TRENCH LIMITS

TRENCH LIMITS

P1 P1

TRENCH LIMITS

BASE BID - 18' OF 8" D.I. PIPE

PRIORITY NO. 1 - 18' OF 12" D.I. PIPE

40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00

8.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

APPROX. EXISTING GROUND ALONG PROPOSED WATER MAIN

BASE BID, PROPOSED 8" WATER MAIN

PRIORITY NO. 1, PROPOSED 12" WATER MAIN

HYDRANT

6" VALVE AND HYDRANT

BASE BID, 8" GATE VALVE

PRIORITY NO. 1, 12" GATE VALVE

BLOWOFF/FLUSHING

HYDRANT ASSEMBLY

82' RESTRAINED

JOINT LENGTH

M

AI

N

TA

IN

M

IN

CO

VE

R

S O

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C

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A

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O

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FI

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N A

M E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

TI

O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

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FI

LE

N U

M B

E R

S

IZ

E

S U

B M

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D B

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P

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C A

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IS

S

U E

D A

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D A

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C O

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A C

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SHEET

IDENTIFICATION

SHEET OF

US Army Corps of Engineers

C

IT

Y O

F H

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A R

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A

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R Q

U A

LI

TY

P R

O

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C

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H O

B A

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D

IA

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A

C O

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L

IN

E

R O

A D

W A

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R

M A

IN

P

LA

N

A N

D P

R O

FI

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B A

S E

B

ID

A N

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R

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Y N

O , 1

CU-105

M . C hm el iw sk yj

G . N ul lin er

S U

B M

IT

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D B

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1" =3

0'

A N

S I D

C U

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IS

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C H

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7/

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W

2P 5-

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-0

Certified Final Drawings Solicitation: W912P5-15-B-0009

Solicitation Date: 8-26-15

HORIZONTAL SCALE: 1"=30'

VERTICAL SCALE: 1"=10'

FOR LEGEND SEE SHEET NO. GI-002

N1°02'05"W

Sec. 33, T.36 N., R.7 W.

Hobart Township

Lake County

PLPLPLPL

P L

P L

PL

PL

PL

PL

PL

PL

PL PL PL PL

PL

E x E x

E x E x E x E x

E x

C x

C x C x C x C x C x

SS

x

SS

x

SS

x

SS

x

SS

x

SS

x

SS

x

W

W

W

W

W

W

W

W

W

W

W

W W W W W

W

(B it.

Ma t.)

S.

R.

#1

COUNTY LINE ROAD

(Grass)

(Cultivated Field)

Pv

t. D r.

(C on c.) (Wooded)(Wooded)

Pv

t. D r.

(B it.

Ma t.)(C-Stn.)

(Grass)(Grass)

Sec. 34, T.36 N., R.7 W.

Portage Township

Porter County

P.O.T. Sta. 24+00.00 "A"

Pv

t. D r.

(B it.

Ma t.)

SS

FUTURE PAVEMENT PER INDOT

PROJECT DES. 8351540

PROPOSED WATER MAIN

(8" WATER MAIN - BASE BID)

(12" WATER MAIN - PRIORITY NO. 1)

Ap p

App ⅊

App ⅊

(Bit. Mat.)

TRENCH

LIMITS

TRENCH LIMITS

LINE "A"

24+00 25+00 26+00 27+00

APPROX. LOCATION

EXISTING 6" GAS MAIN

88' Of 15" SANITARY PIPE @ 0.15% REQ'D

INV. EL. 622.54INV. EL. 622.41

T.C. El. 631.0± T.C. El. 629.8±

STRUCTURE NO. 11STRUCTURE NO. 10

APPROX. EXISTING GROUND ALONG

PROPOSED SANITARY SEWER

EXISTING 15"

SANITARY SEWER

Inv. El. 622.1±

STRUCTURE BACKFILL

0.

9.

9.

9.

S O

LI

C

IT

A

TI

O

N N

O

FI

LE

N A

M E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

TI

O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

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FI

LE

N U

M B

E R

S

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S U

B M

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D B

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P

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C A

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IS

S

U E

D A

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D A

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C O

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A C

T N

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SHEET

IDENTIFICATION

SHEET OF

US Army Corps of Engineers

C

IT

Y O

F H

O B

A R

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W

A

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R Q

U A

LI

TY

P R

O

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C

TS

H O

B A

R T, IN

D

IA

N

A

C O

U N

TY

L

IN

E

R O

A D

S A

N

IT

A R

Y S

E W

E R

P

LA

N A

N D

P R

O

FI

LE

B

A S

E B

ID

CU-106

M . C hm el iw sk yj

G . N ul lin er

S U

B M

IT

TE

D B

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1" =3

0'

A N

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7/

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-0

Certified Final Drawings Solicitation: W912P5-15-B-0009

Solicitation Date: 8-26-15

HORIZONTAL SCALE: 1"=30'

VERTICAL SCALE: 1"=10'

E x

W x

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

W x

W x

W x

E x

E x E x

E x E x E x E x E x E x E x E x E x E x

E x

E x

E x

G x G x G x G x G x G x G x G x G x G x G x G x G x G x G x G x

G x

G x

G x

G x E x

E xE x

E x

Ex E x

SD

x

E x E x

E x E x

E x E x E x E x N89°56'16"W

LINE "PR-B" LINE "PR-B"6TH STREET

IN

DI

AN

A

ST

RE

ET

Sec. 32, T.36 N., R.7 W.

Hobart Township

Lake County

SS SS SS SS SS SS SS SS SS SS SS SS

App ⅊ App ⅊

App ⅊ App ⅊

App ⅊ App ⅊

App ⅊

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

PL

PLPL

PLPLPLPLPLPL

PLPLPLPLPLPLPL

P L

P L

P L

P L

P L

P L

PLPL

P L

P L

P L

PLPL

PL

P L

P L

P L

PLPL

PLPL

L

PL

PL

P L

P L

P L

P L

PL

P L

P L

P L

P L

P L

P L

P L

P L

PL

P L

P L

P L

P L

P L

P L

P L

P L

PLPLPLPL

P L

P L

P L

P L

(Bit. Mat.)

BM #2 EL. = 622.84' MAG SPIKE "SET" IN PWP.

#343645 NORTHSIDE OF 6TH STREET, STA.

51+23.8 "PR-B", 86.8' RT.

1-Sty.

Frm. Hse.

1-Sty.

Frm. Hse.

(B it.

Ma t.)

Parking Area (Bit. Mat.)

(Grass)

Pa rki ng A re a

(B it.

Ma t.)

(Grass)

Pv

t. D r.

(B it.

Ma t.)

Pv

t. D r.

(B it.

Ma t.)

(Grass)

(Grass)

(Grass)

2-Sty.

Frm. Hse.

Pv

t. D r.

(B it.

Ma t.) Pv

t. D r.

(C

-S tn.

(Grass)

(Bit. Mat.)

Pv

t. D r.

(B it.

Ma t.)

1-Sty.

Frm. Hse.

1-Sty.

Frm. Hse.

(Grass) (Grass) (Grass)

Pv

t. D r.

(B it.

Ma t.)

Pv

t. D r.

(B it.

Ma t.)

1-Sty.

Frm. Hse.

(Grass)(Grass)

1-Sty.

Frm. Hse.

1-Sty.

Frm. Hse.

Pv

t. D r.

(C on c.)

1-Sty.

Frm. Hse.1-Sty.

Frm. Hse.

Pv

t. D r.

(C

-S tn.

Pv

t. D r.

(C

-S tn.

Pv

t. D r.

(C

-S tn.

)Comm. Dr.

(C-Stn.)Comm. Dr.

(C-Stn.)

1-Sty.

Frm. Gar.

(Grass)

(Grass)

1-Sty.

Brk. Bldg.

1-Sty.

Brk. Bldg.

2-Sty.

Frm. Hse.

30" RCP

" R

CP

24" RCP

" R

CP

12" RCP

1-Sty.

Frm. Hse.

Sec. 32, T.36 N., R.7 W.

Hobart Township

Lake County

P.O.T. Sta. 50+00.00 "PR-B" N: 2287791.98 E: 2907910.52

P.O.T. Sta. 58+00.00 "PR-B" N: 2287792.85 E: 2907110.52

App ⅊

App ⅊

App ⅊

App ⅊

(Bit. Mat.)

(Grass)

Pv

t. D r.

(B it.

Ma t.)

(Grass)

Lin da

S t.

(B it.

Ma t.)

(W oo de d/

Ov er gr ow th)

Pvt. D r.

(C-Stn.)

(L an ds ca pin g)

(Grass)

6" PVC

6" VCP

+31.0 "PR-B", 16.0 LT.

BORING NO. B-6

+46.6 "PR-B", 4.8 LT.

BORING NO. B-5 +01.10 "PR-B", 0.10 LT.

CONTROL POINT #2000

+06.06 "PR-B", 0.12 RT.

CONTROL POINT #2001

+23.8 "PR-B", 86.8 RT.

BM #2

TRAFFIC SIGNAL HANDHOLE

(DO NOT DISTURB)

TRENCH LIMITS

TRENCH LIMITS TRENCH

LIMITS

TRENCH LIMITS

* 27

272727 2727

E

TRAFFIC SIGNAL CONDUIT

(TO BE FIELD LOCATED)

TRAFFIC SIGNAL CONDUIT

(TO BE FIELD LOCATED)

1/2" SAW CUT

1/2" SAW CUT

1/2" SAW CUT

TRENCH

LIMITS

KKKK

L

T T

T

P₂

P₂

P₂

P₂

T

P₂

L

L

(Grass)

Pvt. Dr.

(C-Stn.) T

P₂

50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00

STRUCTURE NO. 21

312' Of 8" SANITARY PIPE @ 0.40% REQ'D

STRUCTURE NO. 22

Inv. El. 608.28

T.C. El. 620.3±

Inv. El. 608.18

STRUCTURE BACKFILL

STRUCTURE BACKFILL

APPROX. EXISTING GROUND ALONG LINE "PR-B"

Inv. El. 606.93

T.C. El. 621.9±

Inv. El. 606.73 Inv. El. 606.83

26' Of 8" SANITARY PIPE @ 0.40% REQ'D

STRUCTURE NO. 1051

T.C. El. 619.6± T.C. El. 619.5±STRUCTURE NO. 23

STRUCTURE NO. 24

294' Of 8" SANITARY PIPE @ 0.40% REQ'D

28' Of 8" SANITARY PIPE @ 0.40% REQ'D

Inv. El. 609.46 Inv. El. 609.56 Inv. El. 609.67

1.

2.

2.

2.

2.

1.

1.

1.

1.

1.

1.

1.

1.

1.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

9.

9.

9.

9.

9.

9.

8.

APPROX. LOCATION

EXISTING 24" STORM PIPE

STRUCTURE

BACKFILL

FLOWABLE FILL

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IDENTIFICATION

SHEET OF

US Army Corps of Engineers

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CU-107

M . C hm el iw sk yj

G . N ul lin er

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Certified Final Drawings Solicitation: W912P5-15-B-0009

Solicitation Date: 8-26-15

HORIZONTAL SCALE: 1"=30'

VERTICAL SCALE: 1"=10'

NOTES

1. ALL WORK ON THIS SHEET IS PRIORITY NO. 2

N

2.

E:

9.

E. 6th St.

23.10'

Az.

55.10'

80 Az.

N. Edge Sn. Post

20 MPH

Line "PR-B"

Control Point #2000 Sta. 57+01.10 "PR-B", 0.10' Lt.

Mag Nail, Flush (Set 5/6/2015)

Mag Nail in Pwp. #344/503 76.25' 290° Az.

Mag Nail in Pwp.

#855/497

N

2.

E:

4.

Control Point #2001 Sta. 50+06.06 "PR-B", 0.12' Rt.

Mag Nail, Flush (Set 5/6/2015)

E. 6th St.

Mag Nail in Pwp.

#855/495

Mag Nail Top Curb 21.35' 185° Az.

Line "PR-B"

Mag Nail Top Curb 38.11' 240° Az.

34.70'

50° Az.

G ilb er t

Ct

NOTE:

6" SANITARY CLEANOUT,

8"X6" SERVICE CONNECTION

AND 6" SERVICE LATERAL.

BENCH WALL DETAILS

NOT TO SCALE

PLAN PLAN PLAN

PLANPLAN PLAN

BENCH WALLS BENCH WALLS BENCH WALLS

BENCH WALLSBENCH WALLSBENCH WALLS

SEWER PIPE SEWER PIPE SEWER PIPE

SEWER PIPESEWER PIPESEWER PIPE

NOTE: ALL BENCH WALLS TO BE SLOPED @ 1/2"/FT.

PRECAST CONCRETE ADJUSTING RING

NOT TO SCALE

SECTION "A-A"GASKET DETAIL

PLAN VIEW

NOMINAL 1/2" BUTYL RUBBER

BASE EXTRUDABLE PREFORMED

GASKET MATERIAL (TYP.)

PRECAST CONCRETE

ADJUSTING RING OR

FLANGE OF CASTING

PLACE 1/2" DIAMETER EXTRUDABLE

PREFORMED GASKET MATERIAL IN

EACH KEYWAY (SEE DETAIL)

AA

34" OR 36" O.D.

" I

.D

1/4" 1"

30 1/2" DIA.

1/4"

1/4"1/4" 5/8"

30 1/8" DIA.

1" 4"

M

IN

/1 6"

RISER RING THICKNESS 4"-12"

OUTSIDE DIA. 34" OR 36"

TYPICAL MANHOLE TYPE A

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

6" COMPACTED

#8 AGGREGATE

#4 BARS @ 12" O.C. BOTH WAYS

6" FOR 18"

DIA. MANHOLE

8" FOR OVER

18" DIA. MANHOLE

MINIMUM 1/2" PER FT. SLOPE

O-RING GASKET BETWEEN ALL

RISER SECTIONS, AND RISER

AND CONE SECTIONS, PLUS

1/2" EXTRUDABLE PREFORMED

GASKET (TYP.)

WATERTIGHT SELF SEALING

MANHOLE FRAME AND COVER

(SEE DETAIL THIS DETAIL)

PRECAST CONCRETE

ADJUSTING RINGS

(IF NEEDED)

TAPERED CONE

SECTION OR FLAT

CAP SECTION

MANHOLE STEPS

CAST IN PLACE

OR PRECAST

INFILTRATION BARRIER

(SEE NOTE 6)

1/2" EXTRUDABLE

PERFORMED GASKET

MATERIAL

GROUND LINE

4'-0" DIA.

24" DIA.

5" MIN.

M

AX

5" MIN.

M

AX

(LESS THAN 15' DEPTH)

SCALE: NONE

SERVICE CONNECTION FOR SHALLOW SEWERS

SEE DEVELOPMENT STANDARDS FOR

REPLACEMENT/ABANDONMENT OF SANITARY SEWER LATERALS

ELEVATION VIEW

PLAN VIEW

PLUG FOR FUTURE

CONNECTION OR CONNECT

TO EXISTING SERVICE

MIN. FALL

1/4" PER FOOTSDR 26 HEAVY

WALL SERVICE WYE

45°

MAIN LINE SEWER

UNDISTURBED SOILDEPTH AT PROPERTY LINE

TO BE AT LEAST 5 FEET

BELOW FINISHED GRADE.

(SEE NOTE 5 FOR MINIMUM

BUILDING ELEVATION FOR

GRAVITY SERVICE)

SDR 26 HEAVY

WALL SERVICE WYE

1/8 BEND

MAIN LINE SEWER

6" MIN.

LATERAL

COMPACTION OF BEDDING

IS CRITICAL UNDER WYE AND

BEND. IF PROPER COMPACTION

CANNOT BE ACHIEVED, PLACE 6"

MIN. CLASS "B" CONCRETE AROUND

1/8 BEND.

1" C.I. LOCATE ROD

OR MAGNETIC TAPE

RI

G

H T-

O F-

W

AY

L

IN

E

RI

G

H T-

O F-

W

AY

L

IN

E

1/8 BEND

45° BEND

45° BEND

RIGHT-OF-WAY LINE

6" MIN. LATERAL

15'-0"

(TYP.)

1" C.I. LOCATE ROD

OR MAGNETIC TAPE

MIN. FALL

1/4" PER FOOT

PLUG FOR FUTURE

CONNECTION OR

CONNECT TO

EXISTING SERVICE

OWNER OR CITY APPROVED EQUAL

NOT TO SCALE

EAST JORDAN 1045APT & ZPT OR

SECTION

PLAN

1" RAISED LETTERS

2" RAISED LETTERS

WEIGHT = 330 LBS.

36"

24"

26"

1/

2"

7"

6" SANITARY CLEANOUT

SCALE: NONE

PROPOSED PVC

SDR 26

SERVICE

LATERAL

SDR 26 WYE

6" SDR 26

45° BEND

EXISTING OR

PROPOSED SERVICE

LATERAL AS SHOWN

ON THE CONTACT

DRAWINGS

FLEX-SEAL MR02 SERIES

COUPLING OR CITY

APPROVED EQUAL

6" SDR 26

SERVICE LATERAL

6" CLEANOUT

ADAPTER & PLUG

CAST IRON

CLEANOUT COVER

FOR 6" CLEANOUT

GROUND

#8 STONE BACKFILL

MINIMUM 2" RADIUS

AROUND PIPE

6"

1/2" MINIMUM

GAP6" SANITARY CLEANOUT

PAY ITEM LIMIT

1.) PRECAST CONCRETE MANHOLES SHALL CONFORM TO ASTM C478, WITH RUBBER TYPE GASKETS EQUAL TO ASTM C443.

MONOLITHIC CAST IN PLACE MANHOLES SHALL ONLY BE USED WITH THE PRIOR WRITTEN APPROVAL OF THE CITY. THE BASE AND FIRST RISER SECTION OF THE PRECAST CONCRETE MANHOLE SHALL BE INTEGRALLY CAST AS ONE UNIT.

PRECAST CONCRETE CONES SHALL BE OF THE ECCENTRIC CONE TYPE. NO "SEE THROUGH" LIFT HOLES SHALL BE ALLOWED ON PRECAST CONCRETE MANHOLES 48 INCHES IN DIAMETER OR LESS. IN ADDITION TO THE RUBBER TYPE GASKETS, ALL JOINTS SHALL RECEIVE A 1/2 INCH DIAMETER NON-ASPHALTIC MASTIC (KENT-SEAL OR AS APPROVED BY HOBART: DPW) CONFORMING TO AASHTO M-198 AND FEDERAL SPECIFICATIONS SS-S-210A. SEWER CONNECTION TO

MANHOLE SHALL BE KOR-N-SEAL, A-LOK, DURA-SEAL, OR AS APPROVED BY HOBART DPW.

2.) WHERE ONE SOLID RISER OR BARREL SECTION CANNOT BE USED, FINAL ADJUSTMENT IN ELEVATION OF THE FRAME AND COVER SHALL BE ACCOMPLISHED BY THE USE OF A 4 INCH MINIMUM THICKNESS ADJUSTING RING AS DETAILED HEREIN TO A MAXIMUM COMBINED THICKNESS OF 12 INCHES. BRICK OR BLOCK SHALL NOT BE USED IN THE CONSTRUCTION OF A MANHOLE OR TO ADJUST THE ELEVATION Of THE FRAME AND COVER.

3.) MANHOLE STEPS SHALL BE NEENAH NO. R-1981-J, EAST JORDAN IRON WORKS NO. 8512, M.A. INDUSTRIES NO. PS 1-PF, OR AS APPROVED BY HOBART DPW.

4.) MANHOLE FRAME AND COVER SHALL BE AS PER DETAIL THIS SHEET.

5.) THE LOWEST ELEVATION TO RECEIVE GRAVITY SANITARY SERVICE MUST BE ONE FOOT ABOVE THE TOP OF MANHOLE CASTING ELEVATION OF EITHER THE FIRST UPSTREAM OR DOWNSTREAM MANHOLE ON THE PUBLIC SEWER TO WHICH CONNECTION IS TO BE MADE. THOSE PORTIONS OF THE BUILDING NOT MEETING THE STATED GRAVITY SANITARY SERVICE REQUIREMENT SHALL BE PROVIDED WITH A GRINDER PUMP SYSTEM OR CITY APPROVED EQUAL DISCHARGING

TO THE GRAVITY BUILDING CONNECTION OUTSIDE OF THE PUBLIC RIGHT-OF-WAY.

6.) INFILTRATION BARRIER SHALL BE 60 MILS MINIMUM EPDM SEALED WITH A 2 INCH MASTIC STRIP TO CONE (MANHOLE)

AND TO TOP OF CASTING LIP AND SHALL BE INFI-SHIELD OR CITY APPROVED EQUAL.

7.) LATERAL CONNECTION TO A MANHOLES IS PROHIBITED.

8.) ALL SANITARY MANHOLES SHALL BE VACUUM TESTED WITH CASTINGS PER ASTM C1244 FOLLOWING FULL INSTALLATION. ALL SANITARY MANHOLE SECTIONS SHALL BE VACUUM TESTED IN THE SHOP PRIOR TO SHIPMENT.

DEWATERING SHALL CONTINUE IN ORDER TO PREVENT HYDROSTATIC PRESSURES FROM AFFECTING THE TEST.

9.) DAMP PROOF EXTERIOR VERTICAL SURFACES WHICH ARE BACKFILLED AGAINST WITH BITUMINOUS COATING

HYDROCIDE 700 MASTIC, OR OWNER APPROVED EQUAL

MANHOLES

PVC PIPE BEDDING DETAIL

SCALE: NONE

SEE DEVELOPMENT STANDARDS FOR

LATERAL PIPE BEDDING

#8 CRUSHED STONE OR

#8 FRACTURED FACE

AGGREGATE BELL HOLE

EXCAVATED

#8 CRUSHED STONE OR

#8 FRACTURED FACE

AGGREGATE HAND TAMPED

OR WALKED IN TO 1/2 O.D.

STRUCTURE BACKFILL ACCORDING TO INDOT

SPECIFICATIONS 211 WHEN TRENCH OPENING

ENCROACHES WITHIN 5' OF AN EXISTING OR

PROPOSED STREET OR SIDEWALK. APPROVED

BACKFILL MATERIAL OUTSIDE OF STRUCTURE

BACKFILL LIMITS. APPROVED BACKFILL MATERIAL

MAY BE USED UNDER PROPOSED SIDEWALKS

PROVIDED SIDEWALKS ARE CONSTRUCTED 6

MONTHS AFTER BACKFILLING OF TRENCHES

UP TO6' DEEP, 8 MONTHS FOR TRENCHES

6'-10' DEEP, 10-12 MONTHS FOR TRENCHES

GREATER THAN 10' DEEP.

4" MIN.

(BELOW THE BARREL)

FINISHED GRADE

:1

12:1

#8 CRUSHED STONE OR #8 FRACTURED FACE

AGGREGATE HAND TAMPED OR WALKED IN

TO (1/2 O.D.)+12" ABOVE TOP OF PIPE

9" OR (0.3 X O.D.)

(USED MAX.)

BEDDING BELOW THE

PIPE BARREL

O.D./4

MIN.=4"

O.D./4

MAX.=8"

PIPE SIZE 8" TO 15" 18" AND OVER

EXISTING MANHOLE CONNECTION DETAIL

NOT TO SCALE

MANHOLE TYPE A, MODIFIED

NOT TO SCALE

6" COMPACTED #8 AGGREGATE

MANHOLE BENCH

EXISTING PIPE

FERNCO OR CITY APPROVED

EQUAL FLEXIBLE COUPLING

W/ NO. 304 STAINLESS STEEL

CLAMPS OR CITY APPROVED

EQUAL

NEW PVC SDR 35 (TYP.)

℄ MANHOLE

REFER TO TYPICAL MANHOLE

DETAILS FOR CONSTRUCTION

OF MANHOLE

FLEXIBLE CONNECTOR (TYP.)

EXISTING

PIPE

1.) CUT EXISTING PIPE(S) ON THE SIDE OF PROPOSED MANHOLE.

REMOVE EXISTING PIPE(S) SECTION AND INSTALL MANHOLE BASE.

PROCEED WITH TYPICAL CONNECTIONS AND MANHOLE CONSTRUCTION.

NOTE:

EXISTING SANITARY MANHOLE

RECONSTRUCT BENCH WALLS

CORE DRILL OPENING

PROPOSED SANITARY

SEWER

FLEXIBLE BOOT CONNECTOR

KOR-N-SEAL OR CITY

APPROVED EQUAL

CU

T

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5'-0" MINIMUM (TYP.)

WATERPROOF EPOXY COATING

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IDENTIFICATION

SHEET OF

US Army Corps of Engineers

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Certified Final Drawings Solicitation: W912P5-15-B-0009

Solicitation Date: 8-26-15

0"-4" 18"

18" (MIN)

" M

IN

1'-0" 1'-0"

1'-0"

1'-0"

1'-0" 1'-0"

VALVE DIAMETER +12"

A A

JOINT RESTRAINT REQUIREMENTS

Fitting Type Nominal Size Bend Angle Pipe Material Restraint Length

(LFT)

Dead End 6-inch Ductile Iron 44

PVC 82

Horizontal Bend 6-inch 90° Ductile Iron 26

PVC 32

Horizontal Bend 6-inch 45° Ductile Iron 11

PVC 14

Horizontal Bend 6-inch 22.5° Ductile Iron 6

PVC 7

Horizontal Bend 6-inch 11.25° Ductile Iron 3

PVC 4

Dead End 8-inch Ductile Iron 58

PVC 108

Horizontal Bend 8-inch 90° Ductile Iron 34

PVC 43

Horizontal Bend 8-inch 45° Ductile Iron 14

PVC 18

Horizontal Bend 8-inch 22.5° Ductile Iron 7

PVC 9

Horizontal Bend 8-inch 11.25° Ductile Iron 4

PVC 5

Dead End 12-inch Ductile Iron 83

PVC 155

Horizontal Bend 12-inch 90° Ductile Iron 48

PVC 60

Horizontal Bend 12-inch 45° Ductile Iron 20

PVC 25

Horizontal Bend 12-inch 22.5° Ductile Iron 10

PVC 12

Horizontal Bend 12-inch 11.25° Ductile Iron 5

PVC 6

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IDENTIFICATION

SHEET OF

US Army Corps of Engineers

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Certified Final Drawings

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US Army Corps of Engineers

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Certified Final Drawings

END SECTION END TREATMENT (PER ANIMAL GUARD

DETAIL) INVOLVING HORIZONTAL MINIMUM NO. 12 GAUGE

HOT DIPPED GALVANIZED STEEL TUBES OF SUITABLE

DIAMETER AND SUITABLY AFFIXED TO SLOPING PORTION

OF THE END SECTION SHALL BE PROVIDED

PRECAST CONCRETE PIPE END SECTION

Scale: None

DIA.

2 1/4

WALL

1 1/2

G or T

WT. SEC.

A

B

48 7/8

C

72 7/8

D

E

DIA.+1"

10 1/16 12 1/2

R-1

R-2

3 1/2 3 1/2

SKIRT

Y

Z

SECTION B-BSECTION A-APLAN

8" ANCHOR BOLTS

@ 12" O.C.

MAX. SPACING

2" R.

DIA.

R-1

WALLWALL E

B

A A

B

E + 2 WALLS

D

IA

A

6"

(G-GROOVE-OUTLET END)

(T-TONGUE-INLET END)

Z

G or T

E

D

D

IA

SKIRT

R-2

W

AL

L W

AL

L

W

AL

L D

IA

W

AL

L

CONCRETE

TOE ANCHOR

Y

BC

WHENEVER A NON-PARALLEL TRENCH OPENING

ENCROACHES WITHIN 5' OF A PROPOSED

STREET, PRIVATE DRIVE OR SIDEWALK,

GRANULAR BACKFILL IF TESTING CONFIRMS

COMPACTION, #8 CRUSHED STONE OR #8

FRACTURED FACE AGGREGATE OR FLOWABLE

FILL SHALL BE USED FOR TRENCH BACKFILL.

WHENEVER A NON-PARALLEL TRENCH OPENING

ENCROACHES WITHIN 5' OF AN EXISTING

STREET, FLOWABLE FILL SHALL BE USED FOR

TRENCH BACKFILL.

#8 CRUSHED STONE OR

#8 FRACTURED FACE AGGREGATE

OR GRANULAR BACKFILL COMPACTED

TO 95% MAX. DENSITY AS CONFIRMED

BY COMPACTION TESTING.

FINISHED GROUND; HOWEVER, CONTRACTOR

SHALL COORDINATE GRADE TO ENSURE PROPER

PAVEMENT SECTION OR TO ALLOW PLACEMENT

OF APPROVED LOAM MATERIAL TO A DEPTH OF

8" FOR SEEDING OR SODDING

RCP PIPE BEDDING DETAIL

Scale: None

1#2 " (O.D.)

9" OR 0.3 (O.D.)

(USE MAX.)

:112:1

O.D.

3"

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SHEET

IDENTIFICATION

SHEET OF

US Army Corps of Engineers

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Certified Final Drawings

70+77

0 5 10 15 20 25 30 350-5-10-15-20-25-30-35

71+00

0 5 10 15 20 25 30 350-5-10-15-20-25-30-35

71+50

0 5 10 15 20 25 30 350-5-10-15-20-25-30-35

70+35.1

0 5 10 15 20 25 30 350-5-10-15-20-25-30-35

70+68.7

0 5 10 15 20 25 30 35 40 45 500-5-10-15-20-25

72+00

0 5 10 15 20 25 30 350-5-10-15-20-25-30-35

P.

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.9

El . 6

.7

P.

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El . 6

.7

E l.

1.

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P.

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.0

El . 6

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P.

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El . 6

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Cut Area (Sq.

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Cut Vol (Cys.)

Fill Area (Sq.

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Fill Vol (Cys.)

Cut Area (Sq.

Ft.)

Cut Vol (Cys.)

Fill Area (Sq.

Ft.)

Fill Vol (Cys.)

Cut Area (Sq.

Ft.)

Cut Vol (Cys.)

Fill Area (Sq.

Ft.)

Fill Vol (Cys.)

Cut Area (Sq.

Ft.)

Cut Vol (Cys.)

Fill Area (Sq.

Ft.)

Fill Vol (Cys.)

Cut Area (Sq.

Ft.)

Cut Vol (Cys.)

Fill Area (Sq.

Ft.)

Fill Vol (Cys.)

STRUCTURE NO. 31

STRUCTURE NO. 31

STRUCTURE NO. 31

STRUCTURE NO. 30 @

Sta. 70+35 "PR-C"

WATER MAIN

WATER MAIN WATER MAIN

WATER MAIN

WATER MAIN

.0

Ap p.

E sm t.

L in e

.0

Ap p.

E sm t.

L in e

WATER MAIN

STRUCTURE NO. 33

.0

Ap p.

E sm t.

L in e

.0

Ap p.

.0

Ap p.

.0

Ap p.

.0

Ap p.

.0

Ap p.

.0

Ap p.

.0

Ap p.

STRUCTURE NO. 32

STRUCTURE NO. 31 @

Sta. 71+50 "PR-C"

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IDENTIFICATION

SHEET OF

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M . C hm el iw sk yj

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Certified Final Drawings

72+50

0 5 10 15 20 25 30 350-5-10-15-20-25-30-35

73+00

0 5 10 15 20 25 30 350-5-10-15-20-25-30-35

73+50

0 5 10 15 20 25 30 350-5-10-15-20-25-30-35

74+00

0 5 10 15 20 25 30 350-5-10-15-20-25-30-35

73+63.9

0 5 10 15 20 25 30 350-5-10-15-20-25-30-35

74+25

0 5 10 15 20 25 30 350-5-10-15-20-25-30-35

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P.

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El . 6

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El . 6

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El . 6

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.9

P.

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El . 6

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P.

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Cut Area (Sq.

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Cut Vol (Cys.)

Fill Area (Sq.

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Fill Vol (Cys.)

Cut Area (Sq.

Ft.)

Cut Vol (Cys.)

Fill Area (Sq.

Ft.)

Fill Vol (Cys.)

Cut Area (Sq.

Ft.)

Cut Vol (Cys.)

Fill Area (Sq.

Ft.)

Fill Vol (Cys.)

Cut Area (Sq.

Ft.)

Cut Vol (Cys.)

Fill Area (Sq.

Ft.)

Fill Vol (Cys.)

Cut Area (Sq.

Ft.)

Cut Vol (Cys.)

Fill Area (Sq.

Ft.)

Fill Vol (Cys.)

Cut Area (Sq.

Ft.)

Cut Vol (Cys.)

Fill Area (Sq.

Ft.)

Fill Vol (Cys.)

STRUCTURE NO. 32

STRUCTURE NO. 32

STRUCTURE NO. 32

STRUCTURE NO. 32

WATER MAIN

WATER MAIN

WATER MAIN

WATER MAIN

.0

Ap p.

E sm t.

L in e

.0

Ap p.

E sm t.

L in e

.0

Ap p.

E sm t.

L in e

.6

Ap p.

E sm t.

L in e

.0

Ap p.

-1 7.

0'

Ap p.

-1 7.

0'

Ap p.

.4

Ap p.

WATER MAIN

WATER MAIN

STRUCTURE NO. 34

STRUCTURE NO. 35

.0

Ap p.

.0

Ap p.

.0

Ap p.

.3

Ap p.

.0

Ap p.

.0

Ap p.

STRUCTURE NO. 32

STRUCTURE NO. 32

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