W912P621B0002_492617_Elmwood_Park_Watermain_Replacement_Elmwood_Pk IL_RTA_PLANS_(22-Jul-21).pdf

ILLINOIS

OF

ENGINEER

PROFESSIONAL

REGISTERED

062-060829

O

RI

ON C.GALEY

N:\ELMWOODPARK\950253.00037 - 2021 ACOE WM Project\Civil\CVR_00037.SHT

LOCATION

INDEX

CLIENT :

LOCATION / VICINITY MAP

WITH THE FOLLOWING:

COUNTY

CITY-TOWNSHIP

48 HOURS BEFORE YOU DIG.

EXCLUDING SAT., SUN., & HOLIDAYS

N.T.S.

IDOT STANDARDS

DATEENGINEER

ILLINOIS REGISTRATION No. 062-060829

EXPIRATION DATE: 11/30/2021

ORION C. GALEY

AND MEANS/METHODS OF CONSTRUCTION

AS WELL AS SUPERVISION/DIRECTION

RESPONSIBLE FOR JOB SITE SAFETY

THE CONTRACTOR SHALL BE SOLELY

S E

C T

IO

N

CALL JULIE 1-800-892-0123

COOK

VILLAGE OF ELMWOOD PARK

Public Works

DINO BRAGLIA 708-452-3945

JEFF SARGENT

ALAN KAMINSKI

ANGELO LOLLINO

ANTHONY DEL SANTO

ANGELA STRANGES

JONATHAN ZIVOJNOVIC

TRUSTEES

Village Attorney

MICHAEL K. DURKIN

Village Manager

PAUL VOLPE

Village Clerk

GINA PESKO

Village President

ANGELO 'SKIP' SAVIANO

E

ELMWOOD PARK

ELMWOOD PARK, ILLINOIS 60707

11 CONTI PARKWAY

VILLAGE OF ELMWOOD PARK

TYPICAL PAVEMENT MARKINGS780001-05

TRAFFIC CONTROL DEVICES701901-07

SIDEWALK, CORNER OR CROSSWALK CLOSURE701801-06

URBAN LANE CLOSURE, MULTI-LANE INTERSECTION701701-10

URBAN LANE CLOSURE, 2L, 2W, UNDIVIDED701501-06

CONCRETE CURB AND GUTTER

CONCRETE CURB TYPE B AND COMBINATION 606001-07

FRAME AND LIDS TYPE 1604001-04

MAHHOLE STEPS602701-02

PRECAST REINFORCED CONCRETE FLAT SLAB TOP602601-05

PRECAST VALVE VAULT TYPE A 5' DIAMETER602506

PRECAST VALVE VAULT TYPE A 4' DIAMETER602501-03

PRECAST MANHOLE TYPE A 4' DIAMETER602401-04

CATCH BASIN TYPE A602001-02

CLASS C AND D PATCHES442201-03

DEPRESSED CORNER FOR SIDEWALKS424021-04

CORNER PARALLEL CURB RAMPS FOR SIDEWALKS424011-03

DIAGONAL CURB RAMPS FOR SIDEWALKS424006-03

PERPENDICULAR CURB RAMPS FOR SIDEWALKS424001-10

TEMPORARY EROSION CONTROL SYSTEMS280001-07

STANDARD SYMBOLS, ABBREV. & PATTERNS000001-06

77TH AVENUE (3000, 3100 BLOCKS)

73RD COURT (16TH, 17TH BLOCKS)

2021 WATERMAIN REPLACEMENT PROJECT

PROJECT LOCATIONS

77TH AVENUE BETWEEN WELLINGTON AVENUE AND BELMONT AVENUE

73RD COURT BETWEEN NORTH AVENUE AND BLOOMINGDALE AVENUE

CVR

AND PATTERNS

STANDARD SYMBOLS, ABBREVIATIONS, 15

CONSTRUCTION DETAILS11-14

PROPOSED PLAN AND PROFILE5-10

TYPICAL SECTION 4

SUMMARY OF QUANTITIES 3

GENERAL NOTES 2

COVER 1

ISSUED DATE: 22 July 2021

CONTRACT NO:

SOLICITATION NO: W912P6-21-B-0002

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7/22/2021

GENERAL NOTES

630-573-6477

ATTN: THOMAS FOLLIN

OAK BROOK, IL 60523

1000 COMMERCE DRIVE

AT&T OSPE

630-576-7094 (BUS)

ATTN: LESLIE PASCHAL

OAKBROOK TERRACE, IL 60181-4260

2 LINCOLN CENTER

COMED TRANSMISSION

630-739-0546 (BUS)

ATTN: RAY GREGOR

WILLOWBROOK, IL 60527

565 WILLOWBROOK CENTRE PARKWAY

G4S

972-729-6016 (BUS)

ATTN: DEAN BOYERS

RICHARDSON, TX 75082

2400 N. GLENVILLE

INVESTIGATIONS DEPT. 42864-107

MCI VERIZON BUSINESS

708-452-3945

ATTN: DINO BRAGLIA

ELMWOOD PARK, IL 60707

7420 FULLERTON AVENUE

OF PUBLIC WORKS

VILLAGE OF ELMWOOD PARK DEPARTMENT

UTILITY POINTS OF CONTACT

630-600-6349

ATTN: TED WYMAN

ELMHURST, IL 60126

688 INDUSTRIAL DR.

COMCAST

630-424-5704 (BUS)

ATTN: Ana Kunze

OAKBROOK TERRACE, IL 60181-4260

2 LINCOLN CENTER

COMED

630-388-3830 (BUS)

ATTN: CONSTANCE LANE

NAPERVILLE, IL 60563-9600

1844 FERRY RD.

NICOR GAS

ELMWOOD PARK

PARK

ELMWOOD

+ 578.88

NOT-1

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E S

EXISTING BITUMINOUS SURFACE IS REMOVED TO DETERMINE THE AREAS THAT PATCHING IS REQUIRED

THE CONTRACTOR AND COR SHALL FIELD VERIFY ALL THE EXISTING PAVEMENT AFTER THE22

FOR ANY REASON

3" IN DEPTH AND 4" IN WIDTH SHALL BE SECURED USING PROPER BARRICADES WHEN WORK IS SUSPENDED

HAZARDS INCLUDING, BUT NOT LIMITED TO: OPEN HOLES, BROKEN PAVEMENT, AND TRENCHES EXCEEDING 21.

MUST BE REMOVED.

"NO PARKING" SIGNS. IF WORK IS NOT TO BE PERFORMED WITHIN A 48 HOUR PERIOD, THE SIGNS

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL, MAINTAIN, AND REMOVE ALL20.

ALL PAVEMENT REMOVED FOR UTILITY WORK MUST BE SAWCUT.

UTILITIES. PAVEMENT REMOVED FOR UTILITY WORK SHALL BE RESTORED AS INDICATED ON THE PLANS.

THE CONTRACTOR SHALL ONLY REMOVE THE PORTION OF PAVEMENT NECESSARY TO INSTALL PROPOSED

THE CONTRACTOR SHALL COMPLETE ALL UTILITY WORK PRIOR TO HMA SURFACE REMOVAL REMOVAL.19.

ELMWOOD PARK.

THIS WORK SHALL BE DONE TO THE SATISFACTION OF THE COR AND THE VILLAGE OF

INCLUDING DIRT, STONE, NAILS ETC. SPOILS WILL NOT BE ALLOWED ON THE STREET OVERNIGHT.

ALL STREETS ADJACENT TO THE PROJECT ARE FREE OF ALL CONSTRUCTION RELATED DEBRIS

AT THE END OF EACH DAY, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ASSURE THAT18.

BITUMINOUS MATERIALS.

SHALL BE REMOVED AND REPLACED AT THE CONTRACTORS EXPENSE PRIOR TO PLACEMENT OF

ANY DEFECTS OF THE CONCRETE CURB & GUTTER AS IDENTIFIED BY THE RESIDENT COR17.

VILLAGE OF ELMWOOD PARK PRIOR TO ANY ROAD CLOSURE.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL RESIDENTS AND THE16.

ANY EXISTING SIGNS, HE WILL REPLACE THE SIGN AT NO COST TO THE VILLAGE.

INCIDENTAL TO THE CONTRACT. IF DURING CONSTRUCTION THE CONTRACTOR DAMAGES

REMOVED DURING CONSTRUCTION. RELOCATION OF EXISTING SIGNS SHALL BE CONSIDERED

THE CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ERECTING ANY SIGNS AND POSTS 15.

WILL NOT BE MEASURED FOR PAYMENT.

PRIOR TO BEGINNING REMOVAL. ANY ITEMS OF WORK REMOVED PRIOR TO SAWCUTTING

ALL SAWCUTTING SHALL BE INCIDENTAL TO REMOVAL ITEMS AND SHALL BE PERFORMED14.

EXISTING IN THE FIELD PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND CONDITIONS13.

SHORT DURATION AS APPROVED BY THE COR.

TIMES DURING THE CONSTRUCTION OF THIS PROJECT EXCEPT FOR PERIODS OF

THE CONTRACTOR SHALL PROVIDE ACCESS TO ABUTTING PROPERTIES AT ALL12.

CALL-OUTS ARE THE EXISTING TYPES IDENTIFIED IN THE FIELD. PROPOSED PIPE IS PVC.

STRUCTURE IN THE FIELD. PIPE TYPES INDICATED ON THESE PLANS AT THE STRUCTURE

THE CONTRACTOR'S EXPENSE AND MAY LEAD TO THE REJECTION OF THE

DUE TO THE FAILURE OF THE CONTRACTOR TO PERFORM THIS TASK SHALL BE AT

INVERTS PRIOR TO ORDERING STRUCTURES. ANY MODIFICATION OF STRUCTURES

THE CONTRACTOR SHALL CONFIRM ALL PROPOSED WORK, EXISTING PIPE SIZES AND11.

STRUCTURE

PIPE TO THE EXISTING DRAINAGE SYSTEM SHALL BE INCLUDED IN THE COST OF THE

THE COST OF CONNECTING PROPOSED STRUCTURES AND THE FIRST 5 FEET OF ASSOCIATED10.

AND STORM FACILITIES (48-HOUR ADVANCE NOTIFICATION IS REQUIRED).

DEPT. AT (708) 452-3945 FOR FIELD LOCATIONS OF BURIED WATER, SANITARY

GAS FACILITIES AND THE VILLAGE OF ELMWOOD PARK PUBLIC WORKS

800-892-0123 FOR FIELD LOCATIONS OF BURIED ELECTRIC, TELEPHONE, CABLE AND

9. BEFORE STARTING ANY EXCAVATION, THE CONTRACTOR SHALL CALL "J.U.L.I.E." AT

CONTACT THE ELMWOOD PARK WATER DEPARTMENT AT (708) 452-3945.

IF WATER IS NEEDED DURING CONSTRUCTION ACTIVITIES THE CONTRACTOR MUST

THE CONTRACTOR SHALL NOT OPEN OR SHUT ANY WATER VALVES OR FIRE HYDRANTS.8.

OF AFFECTED AREAS.

THE VILLAGE WILL PROVIDE THE NECESSARY FORMS AND DETERMINE THE LIMITS

CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING ALL AFFECTED RESIDENTS.

PROVIDE THE VILLAGE A MINIMUM 48 HOUR ADVANCE NOTICE, AND THE

WHEN IT IS NECESSARY TO SHUT OFF A WATER MAIN, THE CONTRACTOR SHALL7.

WORK WILL BE AT THE CONTRACTOR'S EXPENSE.

REPAIRED TO THE SATISFACTION OF THE COR OR OWNER, OR REPLACED. SUCH

UTILITY THAT IS DAMAGED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE

OR SURFACE UTILITIES EVEN THOUGH THEY MAY NOT BE SHOWN ON THE PLANS. ANY

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UNDERGROUND6.

AT HIS OWN EXPENSE.

VERTICAL LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR

WATER SERVICE LINES AND OTHER UTILITY LINES ARE APPROXIMATE, AND THE

THE LOCATIONS OF EXISTING DRAINAGE STRUCTURES, STORM AND SANITARY SEWERS,5.

OPERATIONS.

LOCATED AND/OR ADJUSTED, IF NECESSARY, PRIOR TO THE START OF CONSTRUCTION

EXISTING FACILITIES SO THAT THE UTILITIES AND THEIR APPURTENANCES MAY BE

THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE OWNERS OF ALL4.

WATER SERVICE INSTALLATION

AS DIRECTED BY THE ENGINNER. THIS WORK SHALL BE INCLUDED IN THE COST OF THE

ALL DOMESTIC WATER SERVICE BOXES SHALL BE ADJUSTED TO THE PROPOSED GRADE3.

WITH POROUS GRANULAR EMBANKMENT, SUBGRADE AT NO COST TO THE OWNER.

CONTRACTOR'S FAILURE TO COVER THE SUBGRADE SHALL BE EXCAVATED AND BACKFILLED

SUBGRADE AREAS, AS DETERMINED BY THE COR, RESULTING FROM THE

EXPOSED SUBGRADE MUST BE COVERED WITHIN 24 HOURS OF EXCAVATION. UNSTABLE2.

MAIN CONSTRUCTIONS IN ILLINOIS."

PROCEDURES FOR MATERIALS" AND THE "STANDARD SPECIFICATIONS FOR WATER AND SEWER

ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", THE "MANUAL OF TEST

PROVISIONS", THE "STANDARD SPECIFICATIONS FOR TRAFFIC CONTROL ITEMS", THE "MANUAL

SPECIFICATIONS"), THE "SUPPLEMENTAL SPECIFICATIONS AND RECURRING SPECIAL

OF THE FOLLOWING STATE OF ILLINOIS SPECIFICATIONS: (REFERRED TO AS THE "STANDARD

SPECIAL PROVISIONS INCLUDED IN THE CONTRACT DOCUMENTS, AND THE CURRENT EDITION

ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE DETAILS IN THE PLANS, THE1.

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SUMMARY OF QUANTITIES

SOQ-1

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N N

HOT-MIX ASPHALT MIXTURE REQUIREMENTS

MIXTURE ITEM

@ Ndes

AIR VOIDS

ONE SPECIAL PROVISIONS.

NON-POLYMERIZED HMA THE "AC TYPE" SHALL BE "PG 64-22" UNLESS MODIFIED BY DISTRICT

THE "AC TYPE" FOR POLYMERIZED HMA MIXES SHALL BE "SBS/SBR PG 76-22" AND FOR

THE UNIT WEIGHT USED TO CALCULATE ALL HMA MIXTURE QUANTITIES IS 112 LBS/SQ YD/IN.

NOTES:

FOR USE OF RECYCLED MATERIALS SEE SPECIAL PROVISIONS

FOR HMA FULL DEPTH "AC TYPE" SEE SPECIAL PROVISIONS.

PAVEMENT RESURFACING

4% @ 50 GYR

4% @ 70 GYR

HOT-MIX ASPHALT SURFACE COURSE,MIX "D", N50 (IL 9.5mm); 1.5"

4% @ 50 GYRLEVELING BINDER (MACHINE METHOD), N50; 1"

PROPOSED TYPICAL SECTION

10 9

1/4"/FT

VARIES &

1/4"/FT

VARIES &

E X I S

T I N

G

R

W

MAX

2.0%

EXISTING TYPICAL SECTION

E X I S

T I

W

CLASS D PATCHES (HMA BINDER IL-19mm); 4"

PAVEMENT PATCHING

2 8

E X I S

T I

W

INCLUDED IN THE COST OF "CLASS D PATCHES, 4 INCH, SPECIAL"

PAVEMENT REMOVAL BELOW HMA SURFACE REMOVAL SHALL BE

AND PCC SIDEWALKS SHALL BE SAWCUT FULL DEPTH PRIOR TO REMOVAL

ALL REMOVAL ITEMS ADJACENT TO PAVEMENT, DRIVEWAY ENTRANCES,

E X I S

T I

W

MAX

2.0%

EXISTING 12" COMBINED SEWER

1/4"/FT

VARIES &

1/4"/FT

VARIES &

66'

33' 33'

33'33'

66'

1314 15 7 17 6

IRON WATERMAIN

PROPOSED 8" DUCTILE

EXISTING 12" COMBINED SEWER

EXISTING 8" WATERMAIN

EXISTING 8" WATERMAIN

6' (TYP)

5'12'5' 1.5' (TYP)

OR3

1' (MIN)

1' (MIN)

6' (TYP)

10' (MIN)

1' (TYP)

12' & VARIES12' & VARIES

12' & VARIES 12' & VARIES

77TH AVENUE

73RD COURT

77TH AVENUE

73RD COURT

TYP-1

T Y

P

IC

A L S

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T

IO

N S

IRON WATERMAIN

PIPE BEDDING AGGREGATE, INCLUDED IN THE COST OF DUCTILE 20

TRENCH BACKFILL19

AGGREGATE FOR TEMPORARY ACCESS18

(AS DIRECTED BY THE COR IN THE FIELD)

SODDING, (SPECIAL)17

OF PCC SIDEWALK REMOVAL AND REPLACEMENT, 5 INCH SPECIAL)

2" AGGREGATE BASE COURSE (INCLUDED IN THE COST16

HMA SURFACE COURSE, MIX "D", N50 - 1 1/2 INCH15

LEVELING BINDER (MACHINE METHOD), N50 - 1 INCH14

BITUMINOUS MATERIALS (PRIME COAT)13

(AS DIRECTED BY THE COR IN THE FIELD)

CLASS D PATCHES, 6 INCH SPECIAL12

HOT MIX ASPHALT SURFACE REMOVAL, 2 1/4 INCH11

CONCRETE CURB AND GUTTER R&R B-6.12, SPECIAL

P.C.C. BASE COURSE (INCLUDED IN THE COST OF COMBINATION10

OF COMBINATION CONCRETE CURB AND GUTTER R&R B-6.12, SPECIAL)

SUBBASE GRANULAR MATERIAL, TYPE B, 6" (INCLUDED IN THE COST9

R&R B-6.12, SPECIAL)

COST OF COMBINATION CONCRETE CURB AND GUTTER

EXISTING PAVEMENT REMOVAL (INCLUDED IN THE 8

(AS DIRECTED BY THE COR IN THE FIELD)

AND REPLACEMENT B-6.12, SPECIAL

COMBINATION CONCRETE CURB AND GUTTER REMOVAL7

(AS DIRECTED BY THE COR IN THE FIELD)

PCC SIDEWALK REMOVAL AND REPLACEMENT, 5 INCH SPECIAL6

EXISTING SOIL AND GROUND COVER5

EXISTING PORTLAND CEMENT CONCRETE SIDEWALK4

EXISTING PCC DRIVEWAY PAVEMENT3

EXISTING COMBINATION CONCRETE CURB AND GUTTER2

EXISTING BITUMINOUS PAVEMENT1

ITEMS TO BE REMOVED (AS DIRECTED BY THE COR IN THE FIELD)

LEGEND

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S T A

SCALE IN FEET

20020

RPP-1

P R

O P

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E D P

L A

N A

N D P

R O

F

IL

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H A

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N U

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INV NE 8" VCP=55.10

RIM=58.50

5133 CB

INV NW 8" VCP=54.86

RIM=58.46

5132 CB

INV S 12" VCP=50.98

INV NE 8" VCP=54.22

INV SW 8" VCP=53.22

INV NW 8" VCP=54.07

INV SE 8" VCP=53.07

INV N 12" VCP=51.12

RIM=59.32

5137 COMBO

INV S 12" VCP=52.10

INV N 12" VCP=52.10

RIM=60.60

5130 COMBO

RIM=58.87

5136 WV

30043000 3008 30143010 3016

25+00 26 27 28 29 30+00

W E L L

IN

G T

A V E

77TH AVE

(T Y

P

.2

SPL

*INCLUDED IN COST OF ENVIRONMENTAL PROTECTION PLAN

RIM = MATCH EXISTING

STA. 27+57.63, 11.97' LT

VALVE VAULT TA, 4' DIA. W/8" VALVE

INLET FILTER*

6"X8" REDUCER

SHUT DOWN CONNECTION,

EXPLORATORY EXCAVATION

STA. 27+39.02

PAVING LIMITS

FILTER*

INLET

45° BEND DUCTILE IRON WM, 8"

(SEE CONST. DETAILS)

CASING PIPE, 16" C-900 - 32 LF

EXPLORATORY EXCAVATION

EXISTING WM

DISCONNECT AND CAP

CY TBF

253 LF DUCTILE IRON WM, 8"

187 SY CLASS D PATCHING, 6" (SPECIAL)

552 SY HMA SURFACE REMOVAL, 2 1/4"

ADJ

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

F

IL

E N

A M

E

P R

O J E

C T C

O D

E

SHEET ID

W

A T

E R

M A

IN

R

E P

L A

C E

M E

N T

E L

M W

O O

D P

A R

K

C H

IC

A G

O D

IS

T R

IC

T

C h ic a g o Il li n o is

S L a S a ll e S t, S u it e

N E

L M

W O

O D

P A

R K \9

.0

A

C O

E W

M P ro je c t\

C iv il \R

P P .S

M W

O O

D P

A R

K

IL

L

IN

O

IS

C

O N

T I P

A R

K W

A Y

V

IL

L A

G E O

F E

L M

W O

O D P

A R

K

/2

/2

W P -2

-B -0

S O

L

IC

IT

A T

IO

N N

O

EXISTING 12" VCP COMBINED SEWER

INV S 12" VCP=50.98

INV NE 8" VCP=54.22

INV SW 8" VCP=53.22

INV NW 8" VCP=54.07

INV SE 8" VCP=53.07

INV N 12" VCP=51.12

RIM=59.32

5137 COMBO

INV S 12" VCP=52.10

INV N 12" VCP=52.10

RIM=60.60

5130 COMBO

PROPOSED GRADE ~

EXISTING GRADE ~

RIM = MATCH EXISTING

VV TA, 4' DIA. W/8" VALVE

.5 (M

I N

(SEE CONST. DETAILS)

CASING PIPE, 16" C-900 - 32 LF

EXPLORATORY EXCAVATION

253 LF, DUCTILE IRON WM, 8"

27+50 28+00 28+50 29+00 29+50 30+00

.3

.4

.6

.7

.9

.1

.2

.4

.5

.6

.7

.7

SCALE IN FEET

20020

M A T C

H

L

IN

E

S T A

M

T C

H

L

IN

E

S T A

P

O P

O S

E D P

L A

N A

N D P

R O

F

IL

E

T

H A

V E

N U

E

RPP-2

INV S 12" VCP=52.43

INV N 12" VCP=52.53

RIM=61.07

5100 COMBO

INV E 6" VCP=54.59

RIM=58.94

5089 CB

INV S 12" VCP=53.17

INV NE 6" VCP=54.92

INV W 6" VCP=54.87

RIM=59.57

5088 COMBO

INV SW 6" VCP=55.09

RIM=58.94

5093 CB

INV S 12" VCP=53.65

INV NE 8" VCP=54.95

INV NW 8" VCP=54.70

INV E 15" VCP=53.61

INV N 12" VCP=55.10

RIM=59.70

5094 COMBO

FULL OF SEDIMENT

FULL OF WATER

INV SE 8" VCP=55.09

RIM=58.69

5096 CB

FULL OF SEDIMENT

FULL OF WATER

INV SW 8" VCP=54.38

RIM=58.78

5095 CB

RIM=59.23

5092 WV

30243020 3028 30343030 3038 30443042 3046 3100 31043102 3106

3033 3035 3039

3045 3047

3103 31053041

31013023

30+00 31 32 33 34 35+00

77TH AVE

B A

R R

Y

A

V E

(T Y

P

.6

SPL

INLET FILTER*

INLET FILTER*

INLET FILTER*

*INCLUDED IN COST OF ENVIRONMENTAL PROTECTION PLAN

8 LF DUCTILE IRON WM, 6"

STA. 30+14.3, 17.68' RT

FH W/ AUX VALVE

REMOVE & REPLACE, SPECIAL

12 LF COMB. CONC. CURB AND GUTTER

REMOVE & REPLACE, SPECIAL

12 LF COMB. CONC. CURB AND GUTTER

REMOVE FH AND AUX VALVE

1320 SY HMA SURFACE REMOVAL, 2 1/4"

ADJ

499 SY CLASS D PATCHING, 6" (SPECIAL)

600 LF DUCTILE IRON WM, 8"

STA. 33+40.70, 1.76' LT

TYP 1 FR, CL

RECONSTRUCT MH

15 LF - SEWER REM & REPL (WMQ), 8"

8 LF DUCTILE IRON WM, 6"

STA. 33+40.8, 17.35' RT

FH W/ AUX VALVE

221 SF PCC SIDEWALK, 5" (SPECIAL)

DETECTABLE WARNINGS, 22 SF

REMOVE & REPLACE, SPECIAL

40 LF COMB. CONC. CURB AND GUTTER

(SEE CONST. DETAILS)

CASING PIPE, 20" C-900 - 31 LF

EXPLORATORY EXCAVATION

STA. 33+87.0, 0.84' LT

TYP 1 FR, CL

RECONSTRUCT MH

DETECTABLE WARNINGS, 32 SF

RIM = MATCH EXISTING

STA. 34+02.1, 10.24' RT

VALVE VAULT TA, 4' DIA. W/8" VALVE

51 LF - SEWER REM & REPL (WMQ), 8"

76 SF PCC SIDEWALK, 5" (SPECIAL)

REMOVE & REPLACE, SPECIAL

47 LF COMB. CONC. CURB AND GUTTER

ADJ

INLET FILTER*

230 SF PCC SIDEWALK, 5" (SPECIAL)

REMOVE & REPLACE, SPECIAL

30 LF COMB. CONC. CURB AND GUTTER

DETECTABLE WARNINGS, 27 SF

REMOVE VALVE BOX

REMOVE & REPLACE, SPECIAL

39 LF COMB. CONC. CURB AND GUTTER

DETECTABLE WARNINGS, 20 SF

245 SF PCC SIDEWALK, 5" (SPECIAL)

REMOVE FH AND AUX VALVE

ADJ

ADJ

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

F

IL

E N

A M

E

P R

O J E

C T C

O D

E

SHEET ID

W

A T

E R

M A

IN

R

E P

L A

C E

M E

N T

E L

M W

O O

D P

A R

K

C H

IC

A G

O D

IS

T R

IC

T

C h ic a g o Il li n o is

S L a S a ll e S t, S u it e

N E

L M

W O

O D

P A

R K \9

.0

A

C O

E W

M P ro je c t\

C iv il \R

P P .S

M W

O O

D P

A R

K

IL

L

IN

O

IS

C

O N

T I P

A R

K W

A Y

V

IL

L A

G E O

F E

L M

W O

O D P

A R

K

/2

/2

W P -2

-B -0

S O

L

IC

IT

A T

IO

N N

O

EXISTING 12" VCP COMBINED SEWER

INV S 12" VCP=52.43

INV N 12" VCP=52.53

RIM=61.07

5100 COMBO

INV S 12" VCP=53.65

INV NE 8" VCP=54.95

INV NW 8" VCP=54.70

INV E 15" VCP=53.61

INV N 12" VCP=55.10

RIM=59.70

5094 COMBO

INV S 12" VCP=53.17

INV NE 6" VCP=54.92

INV W 6" VCP=54.87

RIM=59.57

5088 COMBOPROPOSED GRADE ~

EXISTING GRADE ~

RIM=

VV TA, 4' DIA. W/8" VALVE

FULL OF SEDIMENT

FULL OF WATER

INV SW 8" VCP=54.38

RIM=58.78

5095 CB

INV SW 6" VCP=55.09

RIM=58.94

5093 CB

.5 (M

I N

(SEE CONST. DETAILS)

CASING PIPE, 20" C-900 - 31 LF

EXPLORATORY EXCAVATION

600 LF, DUCTILE IRON WM, 8"

30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50

.7

.8

.8

.9

.9

.0

.0

.8

.6

.4

.2

.0

.8

.6

.6

.6

.7

.7

.7

.7

.7

.7

.7

SCALE IN FEET

20020

M A T C

H

L

IN

E

S T A

O P

O S

E D P

L A

N A

N D P

R O

F

IL

E

T

H A

V E

N U

E

RPP-3

FULL OF DEBRIS

FULL OF WATER

INV SE 8" VCP=55.06

RIM=59.06

5104 CB

INV NE 8" VCP=55.67

INV S 12" VCP=54.27

INV NW 8" VCP=55.72

INV N 12" VCP=54.27

RIM=59.72

5097 COMBO

INV SW 8" VCP=55.14

RIM=58.94

5098 CB

INV S 12" VCP=55.10

RIM=60.33

1248 COMBO

INV SW 8" VCP=58.70

RIM=60.78

1239 CB

INV E 8" VCP=56.87

INV N 8" VCP=58.61

RIM=61.82

1240 STM

INV W 8" VCP=57.26

INV W 12" VCP=55.19

INV E 12" VCP=55.04

RIM=61.64

1241 COMBO

INV W 12" VCP=50.53

INV E 12" VCP=50.73

RIM=61.05

1242 COMBO

RIM=61.00

1245 WV

TOP E/W 8" DIP=55.47

RIM=60.69

1243 VV

RIM=60.87

1244 WV

3108 31243120 313431283114 313231263110 31183116

3109 3125 3127 31333115 31293117 31353119 31213111

36 37 38 39 40+00

B E L

M O

N T

A

V E

77TH AVE

(T Y

P

.1

INLET FILTER*

*INCLUDED IN COST OF ENVIRONMENTAL PROTECTION PLAN

STA. 36+27.85, 1.78' LT

TYP 1 FR, CL

RECONSTRUCT MH

INLET FILTER*

STA. 36+33.51, 14.20' LT

TYP 1, OL

CB TA, 4', HALF TRAP

REM & REP

SS 12" PVC

15 LF - SEWER REM & REPL,

REMOVE & REPLACE, SPECIAL

12 LF COMB. CONC. CURB AND GUTTER

ADJ

15 LF - SEWER REM & REPL (WMQ), 8"

REMOVE & REPLACE, SPECIAL

12 LF COMB. CONC. CURB AND GUTTER

REMOVE & REPLACE, SPECIAL

12 LF COMB. CONC. CURB AND GUTTER

8 LF DUCTILE IRON WM, 6"

STA. 36+78.1, 17.54' RT

FH W/ AUX VALVE

REMOVE FH AND AUX VALVE 1026 SY HMA SURFACE REMOVAL, 2 1/4"

STA. 38+66.77, 2.07' LT

TYP 1 FR, CL

REM & REP MH

426 LF DUCTILE IRON WM, 8"

378 SY CLASS D PATCHING, 6" (SPECIAL)

80 SF PCC SIDEWALK, 5" (SPECIAL)

REMOVE VALVE BOX

REMOVE FH AND AUX VALVE

REMOVE & REPLACE, SPECIAL

12 LF COMB. CONC. CURB AND GUTTER

45° BEND DUCTILE IRON WM, 8"

STA. 39+86.3, 16.77' RT

FH W/ AUX VALVE

REMOVE & REPLACE, SPECIAL

12 LF COMB. CONC. CURB AND GUTTER

EXPLORATORY EXCAVATION

PATCH 44 SY

CLASS B, 10" SPECIAL,

LINE STOP

STA. 40+22.00

PAVING LIMITS

SHUTDOWN CONNECTION 8"X8" TEE

EXPLORATORY EXCAVATION

37 LF - SANITARY REM & REPL (WMQ), 8"

RIM = MATCH EXISTING

STA. 40+120, 125' LT

VALVE VAULT TA, 4' DIA. W/8" VALVE

EXISTING WM

DISCONNECT AND CAP

REMOVE AND REPLACE 103 SF PCC SIDEWALK, 5" (SPECIAL)

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

F

IL

E N

A M

E

P R

O J E

C T C

O D

E

SHEET ID

W

A T

E R

M A

IN

R

E P

L A

C E

M E

N T

E L

M W

O O

D P

A R

K

C H

IC

A G

O D

IS

T R

IC

T

C h ic a g o Il li n o is

S L a S a ll e S t, S u it e

N E

L M

W O

O D

P A

R K \9

.0

A

C O

E W

M P ro je c t\

C iv il \R

P P .S

M W

O O

D P

A R

K

IL

L

IN

O

IS

C

O N

T I P

A R

K W

A Y

V

IL

L A

G E O

F E

L M

W O

O D P

A R

K

/2

/2

W P -2

-B -0

S O

L

IC

IT

A T

IO

N N

O

EXISTING 12" VCP COMBINED SEWER

INV NE 8" VCP=55.67

INV S 12" VCP=54.27

INV NW 8" VCP=55.72

INV N 12" VCP=54.27

RIM=59.72

5097 COMBO

INV S 12" VCP=55.10

RIM=60.33

1248 COMBO

PROPOSED GRADE ~

EXISTING GRADE ~

INV SW 8" VCP=55.14

RIM=58.94

5098 CB

INV 53.52

COMBINED SEWER

EXISTING 12" VCP

RIM = MATCH EXISTING

VV TA, 4' DIA. W/8" VALVE

.5 (M

I N

426 LF, DUCTILE IRON WM, 8"

35+50 36+00 36+50 37+00 37+50 38+00 38+50

.7

.7

.7

.7

.7

.8

.9

.9

.0

.1

.1

.2

.2

T C

H

L

IN

E

S T A

20020

RPP-4

P R

O P

O S

E D P

L A

N A

N D P

R O

F

IL

E

R D C

O U

R T

INV SW 10" VCP=44.10

SE PIPE HALF TRAP

TOP SE 10" VCP=44.06

INV ESE 10" VCP=44.45

RIM=48.26

9250 COMBO

INV SW 15" VCP=36.60

INV N 15" VCP=36.62

RIM=48.78

9248 COMBO

INV S 15" VCP=38.02

INV N 15" VCP=38.04

RIM=48.62

9247 COMBO

FULL OF WATER

E PIPE BLIND CONNECT

INV E 8" VCP=37.22

RIM=42.04

9245 CB

FULL OF WATER

W PIPE BLIND CONNECT

INV W 8" VCP=42.98

RIM=47.52

9246 CB

INV S 15" VCP=38.41

INV N 15" VCP=38.43

RIM=48.61

9244 COMBO

CAN'T OPEN

RIM=48.69

9252 MWRD

RIM=48.20

10121 WV

1620 1622 1624 1630 1634 1638

1607 16231615 1625 163516211611 1631

10+00 11 12 13 14 15+00

73RD CT

A L L E Y

CLINTON PL

N O

R

E

SPL

(T Y

P

.4

SPL

SPL

INLET FILTER*

*INCLUDED IN COST OF ENVIRONMENTAL PROTECTION PLAN

490 LF DUCTILE IRON WM, 8"

6" (SPECIAL)

372 SY CLASS D PATCHING,

ADJ

ADJ

FILTER*

INLET

15 LF - SEWER REM & REPL (WMQ), 8"

DETECTABLE WARNINGS, 39 SF

104 SF PCC SIDEWALK, 5" (SPECIAL)

REMOVE VALVE BOX

DISCONNECT AND CAP EX WM

REMOVE FH

10 LF DUCTILE IRON WM, 6"

STA. 10+32.52, 20.98' RT

FH W/ AUX VALVE

REMOVE & REPLACE, SPECIAL

43 LF COMB. CONC. CURB AND GUTTER

45° BEND DUCTILE IRON WM, 8"

45° BEND DUCTILE IRON WM, 8"

ADJ

RIM = MATCH EXISTING

STA. 10+33.12, 13.42' LT

VALVE VAULT TA, 4' DIA. W/8" VALVE

CY TBF

22 LF - SEWER REM & REPL (WMQ), 8"

PCC SIDEWALK, 5" SPL

EXPLORATORY EXCAVATION,

LINE STOP

EXPLORATORY EXCAVATION

PATCH 12 SY

CLASS B, 10" SPECIAL,

LINE STOP

REMOVE EX 12"X8" TEE

CY TBF

15 LF DUCTILE IRON WM, 12"

PATCH 20 SY

CLASS B, 10" SPECIAL,

STA. 10+11.47

PAVING LIMITS

WITH SLEEVE, 8"X12" TEE

SHUT DOWN CONNECTION

EXPLORATORY EXCAVATION

PCC SIDEWALK, 5" SPL

EXPLORATORY EXCAVATION,

LINE STOP

REMOVE & REPLACE, SPECIAL

9 LF COMB. CONC. CURB AND GUTTER

REMOVE & REPLACE, SPECIAL

12 LF COMB. CONC. CURB AND GUTTER

1361 SY HMA SURFACE REMOVAL, 2 1/4"

REMOVE & REPLACE, SPECIAL

12 LF COMB. CONC. CURB AND GUTTER

8 LF DUCTILE IRON WM, 6"

STA. 13+62.48, 19.68' RT

FH W/ AUX VALVE

ADJ

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

F

IL

E N

A M

E

P R

O J E

C T C

O D

E

SHEET ID

W

A T

E R

M A

IN

R

E P

L A

C E

M E

N T

E L

M W

O O

D P

A R

K

C H

IC

A G

O D

IS

T R

IC

T

C h ic a g o Il li n o is

S L a S a ll e S t, S u it e

N E

L M

W O

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P A

R K \9

.0

A

C O

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M P ro je c t\

C iv il \R

P P .S

M W

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D P

A R

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IL

L

IN

O

IS

C

O N

T I P

A R

K W

A Y

V

IL

L A

G E O

F E

L M

W O

O D P

A R

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/2

/2

W P -2

-B -0

S O

L

IC

IT

A T

IO

N N

O

11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00

.7

.7

.7

.7

.6

.6

.6

.6

.6

.6

.6

.6

.6

.6

.6

.6

.5

.4

EXISTING 12" VCP COMBINED SEWER

INV SW 15" VCP=36.60

INV N 15" VCP=36.62

RIM=48.78

9248 COMBO

INV S 15" VCP=38.02

INV N 15" VCP=38.04

RIM=48.62

9247 COMBO

INV S 15" VCP=38.41

INV N 15" VCP=38.43

RIM=48.61

9244 COMBO

RIM=MATCH EXISTING

VV TA, 4' DIA. W/8" VALVE

PROPOSED GRADE ~

EXISTING GRADE ~

.5 (M

I N

10" COMBO

8" SS

CASING PIPE, 16" C-900- 30 LF (SEE CONST. DETAILS)

490 LF DUCTILE IRON WM, 8"

20020

M A T C

H

L

IN

E

S T A

T C

H

L

IN

E

S T A

RPP-5

R

O P

O S

E D P

L A

N A

N D P

R O

F

IL

E

R D C

O U

R T

FULL OF WATER

MATERIAL CHANGE

INV NE 8" VCP=43.08

RIM=47.34

9240 CB

FULL OF WATER

INV SE 8" VCP=43.19

RIM=47.31

9236 CB

INV NE 8" VCP=41.87

INV SW 8" PVC=41.86

INV S 15" PVC=38.64

INV NW 8" VCP=41.82

INV SE 8" PVC=42.82

INV N 12" VCP=38.66

RIM=47.88

9239 COMBO

FULL OF WATER

INV NW 8" PVC=43.53

RIM=47.21

9241 CB

FULL OF WATER

INV SW 8" VCP=43.33

RIM=47.65

9238 CB

NE & NW TO HOUSES

INV S 12" VCP=39.33

INV NE 8" RCP=40.25

INV NW 8" RCP=40.16

INV N 12" VCP=39.35

RIM=47.77

9235 COMBO

FULL OF WATER

SE PIPE BLIND CONNECT

INV SE 8" VCP=41.95

RIM=46.77

9242 CB

FULL OF WATER

SW PIPE BLIND CONNECT

INV SW 8" VCP=42.13

RIM=46.87

9243 CB

1640 1644 1646 1700 1704 1708 17201710 1714 1716 1722

1645 16471641

1705 17091701 17231715 1717 17211711

15+00 16 17 18 19 20+00

W A

B A

N S

IA

E

73RD CT

(T Y

P

SPLSPL

INLET FILTER*

INLET FILTER*

INLET FILTER*

INLET FILTER*

*INCLUDED IN COST OF ENVIRONMENTAL PROTECTION PLAN

ADJ

29 LF - SEWER REM & REPL (WMQ), 8"

REMOVE & REPLACE, SPECIAL

10 LF COMB. CONC. CURB AND GUTTER

STA. 16+37.76, 24.09' LT

TYP 1 FR, OL

RECONSTRUCT CB

REMOVE & REPLACE, SPECIAL

12 LF COMB. CONC. CURB AND GUTTER

FILTER*

INLET

ADJ

28 LF - SEWER REM & REPL (WMQ), 8"

REMOVE & REPLACE, SPECIAL

10 LF COMB. CONC. CURB AND GUTTER

STA. 16+72.38, 19.19' RT

TYP 1 FR, OL

RECONSTRUCT CB

REMOVE & REPLACE, SPECIAL

12 LF COMB. CONC. CURB AND GUTTER

8 LF DUCTILE IRON WM, 6"

STA. 16+92.73, 19.68' RT

FH W/ AUX VALVE

REMOVE & REPLACE, SPECIAL

12 LF COMB. CONC. CURB AND GUTTER

1214 SY HMA SURFACE REMOVAL, 2 1/4"

500 LF DUCTILE IRON WM, 8"

6" (SPECIAL)

402 SY CLASS D PATCHING,

5" (SPECIAL)

7 SF PCC SIDEWALK,

ADJ

18 LF - SEWER REM & REPL (WMQ), 8"

(SEE CONST. DETAILS)

CASING PIPE - 16 LF

17 LF - SEWER REM & REPL (WMQ), 8"

STA. 19+81.88, 12.53' LT

TYP 1 FR, OL

RECONSTRUCT CB

STA. 19+80.60, 14.16' RT

TYP 1 FR, OL

REM & REP CB

REMOVE & REPLACE, SPECIAL

12 LF COMB. CONC. CURB AND GUTTER

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15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00

.4

.3

.2

.1

.0

.9

.8

.8

.8

.8

.8

.8

.8

.7

.7

.7

.7

.7

.6

.6

.6

EXISTING 12" VCP COMBINED SEWER

INV NE 8" VCP=41.87

INV SW 8" PVC=41.86

INV S 15" PVC=38.64

INV NW 8" VCP=41.82

INV SE 8" PVC=42.82

INV N 12" VCP=38.66

RIM=47.88

9239 COMBO

NE & NW TO HOUSES

INV S 12" VCP=39.33

INV NE 8" RCP=40.25

INV NW 8" RCP=40.16

INV N 12" VCP=39.35

RIM=47.77

9235 COMBO

PROPOSED GRADE ~

EXISTING GRADE ~

.5 (M

I N

8" SS

8" SS 8" SS

(SEE CONST. DETAILS)

CASING PIPE - 16 LF

500 LF DUCTILE IRON WM, 8"

20020

M A T C

H

L

IN

E

S T A

RPP-6

R D C

O U

R T

P R

O P

O S

E D P

L A

N A

N D P

R O

F

IL

E

INV S 12" VCP=40.00

INV N 12" VCP=40.06

RIM=47.54

9234 COMBO

INV NE 8" VCP=42.89

RIM=46.18

9230 CB

INV S 12" VCP=40.72

INV NE 8" RCP=43.02

INV SW 8" VCP=43.25

INV NW 8" RCP=42.50

INV SE 8" VCP=43.40

RIM=46.92

9231 COMBO

FULL OF WATER

MATERIAL CHANGE

INV NW 8" PVC=43.40

RIM=46.16

9232 CB

FULL OF WATER

INV SE 8" RCP=41.21

RIM=46.17

9229 CB

FULL OF SEDIMENT

INV SW 8" RCP=42.63

RIM=46.41

9233 CB

INV SE 8" RCP=43.93

RIM=46.53

9227 CB

FULL OF WATER

INV NE 8" RCP=41.55

INV NW 8" RCP=43.05

RIM=46.73

9226 CB

RIM=46.76

9225 WV

1726 1730 1732 1736 1740 1742 1746

1727 1733 1737 17431731 1741

INV SW 8" RCP=44.32

RIM=46.68

9222 CB

INV SE 8" RCP=44.17

RIM=46.41

9220 CB

INV NW 8" RCP=41.90

INV E 8" RCP=42.50

RIM=46.66

9223 CB

INV W 8" RCP=43.56

RIM=46.12

9224 CB

INV SW 8" DIP=42.21

INV NE 8" RCP=43.68

INV NW 8" RCP=43.82

INV SE 8" RCP=42.01

INV N 12" VCP=41.41

RIM=47.03

9221 COMBO

20+00 21 22 23 24

B L O

O M

IN

G D

A L E

A

V E

73RD CT

RIM = MATCH EXISTING

STA. 23+13.17, 12.66' RT

VALVE VAULT TA, 4' DIA. W/8" VALVE

(T Y

P

SPL

ADJ

SPL

INLET FILTER*

INLET FILTER*

*INCLUDED IN COST OF ENVIRONMENTAL PROTECTION PLAN

REMOVE & REPLACE, SPECIAL

12 LF COMB. CONC. CURB AND GUTTER

8 LF DUCTILE IRON WM, 6"

STA. 20+22.51, 20.80' RT

FH W/ AUX VALVE

STA. 20+74.64, 0.00'

TYP 1 FR, CL

RECONSTRUCT MH

885 SY HMA SURFACE REMOVAL, 2 1/4"

6" (SPECIAL)

300 SY CLASS D PATCHING,

362 LF DUCTILE IRON WM, 8"

REMOVE & REPLACE, SPECIAL

21 LF COMB. CONC. CURB AND GUTTER

24 LF - SEWER REM & REPL (WMQ), 8"

15 LF - SEWER REM & REPL (WMQ), 8"

ADJ

REMOVE & REPLACE, SPECIAL

22 LF COMB. CONC. CURB AND GUTTER

DETECTABLE WARNINGS, 16 SF

45 SF PCC SIDEWALK, 5" (SPECIAL)

FILTER*

INLET

FILTER*

INLET

ADJ

FILTER*

INLET

45° BEND DUCTILE IRON WM, 8"

INLET FILTER*

STA. 23+55.80

PAVING LIMITS

SHUT DOWM CONNECTION W/SLEEVE

EXPLORATORY EXCAVATION

32 LF - SEWER REM & REPL (WMQ), 8"

DISCONNECT & CAP EX. WM

FILTER*

INLET

ADJ

INLET FILTER*

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20+00 20+50 21+00 21+50 22+00 22+50

.6

.5

.5

.5

.4

.3

.3

.2

.1

.1

.0

.9

EXISTING 12" VCP COMBINED SEWER

INV S 12" VCP=40.00

INV N 12" VCP=40.06

RIM=47.54

9234 COMBO

FULL OF WATER

MATERIAL CHANGE

INV NW 8" PVC=43.40

RIM=46.16

9232 CB

RIM=MATCH EXISTING

VV TA, 4' DIA. W/8" VALVE

PROPOSED GRADE ~

EXISTING GRADE ~

.5 (M

I N

8" SS

8" SS

362 LF DUCTILE IRON WM, 8"

I N

O .D

SHALL BE AT THE CONTRACTOR'S EXPENSE

REQUIRED TO COMPLETE THE WORK

ANY ADDITIONAL GRANULAR MATERIAL

D

9"+O.D.+9"5

W

18"+O.D.+18"

N.T.S.

D

M I N

EXISTING SANITARY SERVICE

ADJUSTING SANITARY SEWER, 8-INCH OR LESS

NOT TO SCALE

STAINLESS STEEL SHEAR RING 300 SERIES (ASTM C1173-91)

EXISTING COMBO SEWER

(ASTM D-3034)

6" DIA. MIN

1'

M I N

PAVEMENT REMOVAL

1'

OUTSIDE DIAMETER

("O.D.")

MAX. WIDTH = 9"+O.D.+9" WHEN D 5 FT. =

MAX. WIDTH = 18"+O.D.+18" WHEN D 5 FT.

PROP. STORM SEWER

OR WATER MAIN

TRENCH BACKFILL, PAY LIMIT

D

D E P

F

E N

C H

FULL DEPTH SAW CUT (TYP.)

M I N

PAVEMENT REMOVAL

1'

MAX. WIDTH = 9"+O.D.+9" WHEN D 5 FT. =

MAX. WIDTH = 18"+O.D.+18" WHEN D 5 FT.

TRENCH BACKFILL, PAY LIMIT

FULL DEPTH SAW CUT (TYP.)

1'

D

D E P

F

E N

C H

OUTSIDE DIAMETER

("O.D.")

W

TRENCH PAYMENT WIDTH

COMPACTED EARTH PER IDOT SPECIFICATIONS

6" OR 12" TOPSOIL

(CA-11 OR CA-13)

BEDDING MATERIAL

TYPICAL TRENCH DETAIL-UNPAVED AREAS

M I

AGGREGATE BASE COURSE, TYPE B

(INCIDENTAL TO P.C.C. SIDEWALK)

P.C.C. SIDEWALK 5 INCH, SPECIAL

DETAIL

TO A CONCRETE DRIVEWAY. (COST INCIDENTAL)

2. THICKNESS SHALL BE INCREASED TO 6" WHERE SIDEWALK IS ADJACENT

SHALL BE INCIDENTAL TO THE P.C.C. SIDEWALK 5 INCH, SPECIAL.

1. ALL REQUIRED EARTH EXCAVATION TO CONSTRUCT P.C.C. SIDEWALK

NOTES:

5'-0"

2.0% MAX.

STORM SEWER

PROPOSED WATER MAIN OR

2. FOR TRENCH BACKFILL PAYMENT SEE TRENCH DETAIL.

WITH THE EXISTING SEWER SERVICE LINE.

ONLY WHEN THE PROPOSED WATER MAIN OR STORM SEWER IS IN DIRECT CONFLICT

1. THE CONTRACTOR WILL BE PAID FOR ADJUSTING SANITARY SEWER, 8-INCH OR LESS

NOTE:

(CA-11 OR CA-13)

BEDDING MATERIAL

THE COST OF THE CONTRACT.

SEPARATELY, BUT SHALL BE INCLUDED IN

THIS WORK WILL NOT BE PAID FOR

PROPOSED AGGREAGATE SUBGRADE

SUBBASE TO MATCH THE TOP OF THE

SHALL BE USED TO BUILD UP THE EXISTING

PROPOSED HMA PAVEMENT. THE CA 6/CA 10

HMA PAVEMENT IS THICKER THAN THE

CA 10 AT LOCATIONS WHERE THE EXISTING

THE CONTRACTOR SHALL PLACE CA 6 OR2.

WILL NOT BE MEASURED FOR PAYMENT

ADDITIONAL TRENCH BACKFILL

WIDER THAN SHOWN IN THIS DETAIL,

IF THE TRENCH IS EXCAVATED1.

NOTE:

(CA-11 OR CA-13)

BEDDING MATERIAL

EXIST. HMA PAV'T

PROP. PVC STORM SEWER

12" MIN.

(MIN. 12" COVER)

TRENCH BACKFILL

FOR FLEXIBLE PIPE

TRENCH BACKFILL DETAIL

FOR RIGID PIPE

TRENCH BACKFILL DETAIL

AGGREGATE FOR TEMPORARY ACCESS

TEMPORARY RESTORATION:

AGGREGATE FOR TEMPORARY ACCESS

TEMPORARY RESTORATION:

EXIST. HMA PAV'T

PERMANENT RESTORATION:

CLASS D PATCHES, 4" (SPECIAL)

HOT MIX ASPHALT SURFACE COURSE, MIX "D", N50, 1-•"

HOT MIX ASPHALT LEVELING BINDER, MACHINE METHOD, 1"

HOT MIX ASPHALT SURFACE REMOVAL, 2-‚"

HOT MIX ASPHALT SURFACE COURSE, MIX "D", N50, 1-•"

HOT MIX ASPHALT LEVELING BINDER, MACHINE METHOD, 1"

HOT MIX ASPHALT SURFACE REMOVAL, 2-‚"

CLASS D PATCHES, 4" (SPECIAL)

PERMANENT RESTORATION:

TRENCH BACKFILL

WATER MAIN IS SHOWN ON PLANS.

3. 5' MINIMUM TRENCH BACKFILL WHERE PROPOSED

THE COST OF THE CONTRACT.

SEPARATELY, BUT SHALL BE INCLUDED IN

THIS WORK WILL NOT BE PAID FOR

PROPOSED AGGREAGATE SUBGRADE

SUBBASE TO MATCH THE TOP OF THE

SHALL BE USED TO BUILD UP THE EXISTING

PROPOSED HMA PAVEMENT. THE CA 6/CA 10

HMA PAVEMENT IS THICKER THAN THE

CA 10 AT LOCATIONS WHERE THE EXISTING

THE CONTRACTOR SHALL PLACE CA 6 OR2.

WILL NOT BE MEASURED FOR PAYMENT

ADDITIONAL TRENCH BACKFILL

WIDER THAN SHOWN IN THIS DETAIL,

IF THE TRENCH IS EXCAVATED1.

NOTE:

C O

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T R

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N N of 1%.

a minimum grade

Pipe to be laid on

Outlet Inlet

T

Circular

D T

(600)

(2

(1 .2 m n o t e d o n t h e p la n s

(8

U n le s s o t h e r w is e

(1

C

(Standard Outlet) is used concrete section alternate when the precast reinforced

Prefabricated concrete slab, concrete slab

Precast reinforced

Sand cushion Sand cushion

(50)

(1

(7

MATERIALS FOR WALLS

ALTERNATE

D C*

(min.)

T

Concrete Section

Precast Reinforced

5'-0'' (1.5 m)

4'-0'' (1.2 m)

5 (125)

4 (100)

3'-9'' (1.15 m)

30 (750) given to plus 6 (150).

dimension "C" may vary from the dimension

For precast reinforced concrete sections,*

ELEVATION

ALTERNATE BOTTOM SLAB

GENERAL NOTES

pipe or greater

Outside dia. of in-place concrete

Reinforced cast-c l.

(t y p

(4 c l.

(t y p

(4 unless otherwise shown.

All dimensions are in inches (millimeters)

See Standard 602701 for details of steps.

reinforced concrete flat slab top.

See Standard 602601 for optional precast may be utilized.

single row of reinforcement around the perimeter determined by the fabricator; however, only a

Bottom slabs may be connected to the riser as with a maximum spacing of 12 (300).

of 0.20 sq. in./ft (420 sq. mm/m) in both directions

Bottom slabs shall be reinforced with a minimum

CATCH BASIN, TYPE A

C

T

TT

(600)

Circular

D

I n le t

O u t le t

(1

2 % max.

Concrete fill, T

T T

T

C

(600)

(2

Circular

D to 16 (400) cts.

Steps at 12 (300)

Concrete fill

4 %

(1 concrete slab

Precast reinforcedSand cushion

Sand cushion

(7

(1 min.

2 (50) MATERIALS FOR WALLS

ALTERNATE

D C*

(min.)

T

Concrete Section

Precast Reinforced

5'-0'' (1.5 m)

4'-0'' (1.2 m)

3'-9'' (1.15 m)

30 (750)

5 (125)

4 (100) given to plus 6 (150).

dimension "C" may vary from the dimension

For precast reinforced concrete sections,*

ELEVATION - ECCENTRIC ELEVATION - CONCENTRIC

GENERAL NOTES

(7

(1

(6 .1 m a x

V a r ia b le

(6 .1 m a x

V a r ia b le in-place concrete

Reinforced cast-c l.

(t y p

(4 c l.

(t y p

(4 c l.

(t y p

(4 c l.

(t y p

(4 unless otherwise shown.

All dimensions are in inches (millimeters)

Reinforced Concrete Flat Slab Top.

See Standard 602601 for optional Precast

See Standard 602701 for details of steps.

may be utilized.

single row of reinforcement around the perimeter determined by the fabricator; however, only a

Bottom slabs may be connected to the riser as with a maximum spacing of 12 (300).

0.31 sq. in./ft. (660 sq. mm/m) in both directions

Bottom slabs shall be reinforced with a minimum of is used.

conc. section alternate when the precast reinf.

Precast reinf. conc. slab

ALTERNATE BOTTOM SLAB

MANHOLES, TYPE A

ASTM C-923

Conforming to

Boot Connection

Flexible Rubber

ASTM C-923

Conforming to

Boot Connection

Flexible Rubber

Watertight Seal Conforming to ASTM C-923 Watertight Seal Conforming to ASTM C-923 Watertight Seal Conforming to ASTM C-923

| 2 (50) R connecting to a combined sewer system

Half trap to be installed on all catch basins

C O

N S

T R

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N D

E T

A

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N N

N.T.S.

FOR DIMENSIONS SEE TABLE A

THRUST BLOCKS

20"

24"

36"

54"

H1

AND PLUGS

TAPPING TEES, SLEEVES

13"

16"

18"

30"

H

15"

18"

18"

24"

V

15"

18"

18"

24"

D

2.15

3.50

5.05

13.40

C. FT.

4"

6"

8"

12"

SIZE OF PIPE

12"

16"

18"

32"

H

13"

18"

24"

36"

V

13"

18"

18"

36"

D

1.75

4.05

7.50

18.15

C. FT.

24"

30"

39"

54"

H1

90° BENDS

8"

10"

11"

18"

H

12"

16"

18"

24"

V

12"

18"

18"

24"

D

1.20

3.20

3.95

9.60

C. FT.

20"

24"

30"

42"

H1

45° BENDS OR LESS

N.T.S.

STANDARD TYPE "A" VALVE VAULT

WATER MAIN THRUST BLOCKING - TABLE A

VALVE VAULT.

SHALL INCLUDE CAST IRON STEPS WHICH WILL BE INCIDENTAL TO THE

IN THE CONTRACT UNIT PRICE FOR VALVE VAULT, TYPE A. VALVE VAULTS

FLUSH JOINTS. FURNISHING AND INSTALLING SAND CUSHION TO BE INCLUDED

REINFORCED CONCRETE RISERS ARE TO BE LAID IN MASTIC JOINTS WITH

THE FRAME AND CLOSED LID, AND COMPACTED TRENCH BACKFILL. PRECAST

THE CONTRACT UNIT PRICE FOR VALVE VAULTS TYPE A SHALL INCLUDE

NOTE:

OPENING

FRAME & LID

(W/ REPLACEABLE RESILIENT WEDGES OR SEATS)

WATEROUS OR AMERICAN FLOW GATE VALVE

SPELLING WORD "WATER"

2" RAISED CAST LETTERS

FRAME & CLOSED LID WITH

IDOT STANDARD TYPE 1

TOP OF PRECAST CONE

1" CORPORATION STOP

CONCRETE BLOCKS

WITH 4" SAND CUSHION

PRECAST P.C. CONCRETE SLAB

2'

DH

H1

D

H

D

H

D

A

H

H1/2

H

V

H1

D

NOTE 2

X

C O

V E

R

NOTES:

1 •" PENTAGONAL NUT

FINISHED GRADE

WASHED STONE

ƒ" SIZE OR LARGER

• C.Y. (MIN.) OF

RUN OF WATERMAIN)

FOR FIRE HYDRANT AND

ACCOMODATE BRANCH

(SIZE AS REQUIRED TO

MECHANICAL JOINT TEE

FITTINGS W/ TIE RODS

MECHANICAL JOINT

RESILIENT WEDGE TYPE

6" AUXILIARY GATE VALVE,

FLANGED FITTING

UNDISTURBED EARTH

CONCRETE BLOCKS

PLASTIC SHEET

COVER W/ POLY

BREAKAWAY FLANGE

M A

X

M I

THE WORD "WATER"

VALVE BOX W/ COVER CAST WITH

N.T.S.

WITHIN THE VILLAGE

5-‚" PACER 2500 AS CURRENTLY INSTALLED

HYDRANT TO BE A RED 6 FT BURY WATEROUS

LENGTH AS REQ'D.)

STUB PIPING (SIZE &

L

N

E

N.T.S.

TYPICAL WATER SERVICE CONNECTION

(SEE PLANS)

"WATER" ON LID

GRADE

32" STEM

(MINNEAPOLIS PATTERN 1 1/2")

WATER SERVICE BOX

PROPOSED DOMESTIC

BRASS COUPLING

CONCRETE BLOCKWATER MAIN

VARIABLE

D E P

R I E S

PIPE (VARYING MATERIAL)

EXISTING WATER SERVICE

FIRE HYDRANT WITH AUXILLARY VALVE, VALVE BOX, AND TEE

GRASS

SIDEWALK

GRASS

DRIVEWAY

DRIVEWAY

GRASS

SIDEWALK

GRASS

N.T.S.

T Y

P

STREET

SERVICE

EXISTING

CONNECT TO

NEW B-BOX

CONNECTION

NEW SERVICE

EXISTING B-BOX

EXISTING B-BOX

EXISTING SERVICE

CONNECT TO

EXISTING WATER SERVICE

CONNECTION

NEW SERVICE

THE STREET

BE BORED UNDER

NEW SERVICE TO

EXISTING WM

NEW WM

SERVICE RELOCATION DETAIL

TYPICAL LONG AND SHORT WATER

2' TYP.

2' TYP.

4' OR 5' DIA.

CONSTRUCTION DETAILS

CIRCULAR

NOTE:

8.

7.

6.

5.

4.

3.

2.

1.

TEE"

INCLUDED IN THE COST OF "FIRE HYDRANT WITH AUXILLARY VALVE, VALVE BOX, AND

ALL ADDITIONAL 6" BRANCH PIPE, FITTINGS, AND TRENCH BACKFILL ARE TO BE

BE USED WHEN HDPE IS USED FOR THE MAIN LINE WATERMAIN.

A STAINLESS STEEL TAPPING SLEEVE WITH FLANGED BRANCH CONNECTION SHALL

SHOWN ON THE DRAWINGS OR AS OTHERWISE DIRECTED BY THE OWNER'S REPRESENTATIVE.

FIRE HYDRANTS SHALL BE LOCATED 3' (MIN.) TO 5' (MAX.) FROM BACK OF CURB AS

PAINT HYDRANT TO MATCH COLOR OF EXISTING ELMWOOD PARK FIRE HYDRANTS.

FIRE HYDRANT, FILLED WITH WASHED STONE.

PROVIDE 2 FOOT DIAMETER BY 2 FEET DEEP DRAINAGE PIT AROUND AND ADJACENT TO

MINIMUM NOZZLE SIZES SHALL INCLUDE TWO 2-•" AND ONE 4".

PROVIDE 18 INCHES TO 24 INCHES CLEARANCE BETWEEN NOZZLE AND FINISHED GRADE.

AFTER EXISTING WATERMAIN HAS BEEN REMOVED.

HYDRANTAUXILLIARY VALVE, PROVIDE TEMPORARY CAP AND BRACE. INSTALL HYDRANT

OWNER. IF EXISTING WATERMAIN CONFLICTS WITH HYDRANT LEAD, SET

WATERMAIN. ACTUAL LOCATION TO BE DETERMINED IN THE FIELD BY CONTRACTOR AND

LOCATION OF AUXILLIARY VALVE SHALL BE DEPENDENT UPON LOCATION OF EXISTING

N

C O

V E

R

CORPORATION STOP

CURB STOP-COUPLING

TEST EXISTING SERVICES FOR FLOW PRIOR TO INSTALLING NEW SERVICE.6.

PROVIDE A MINIMUM OF 18" BETWEEN TAPS AND BETWEEN TAP AND PIPE JOINT.5.

TWO NEW SERVICES.

WHERE EXISTING SERVICE DIVIDES TO SERVE TWO HOMES, PROVIDE 4.

(SEE SPECIAL PROVISIONS)

WATER SERVICE FITTINGS TO CONFORM TO OWNER'S STANDARDS 3.

EXACT LOCATION OF WATER SERVICES TO BE DETERMINED BY CONTRACTOR.2.

WATER MAIN. SEE SPECIAL PROVISIONS.

NECESSARY TO CONNECT EXISTING SERVICES TO THE PROPOSED

SHALL INCLUDE ALL FITTINGS, LABOR, MATERIAL AND EQUIPMENT

CONTRACT UNIT PRICE FOR "WATER SERVICE LINE, VARIOUS, RECONNECTION"

EXISTING SERVICES MAY BE A VARIETY OF MATERIALS. THE1.

NOTES:

PIPE MATERIAL AS SHOWN ON PLANS

STORM OR SANITARY SEWER

45° BEND

45° BEND

45° BEND

45° BEND

(165 PSI-DR25) WATER MAIN ENCASEMENT

20'+ O.D. (MIN.) OF PVC PRESSURE PIPE

NUTS AND BOLTS

3/ STAINLESS STEEL

ZYLON COATED

MEG-A-LUG WITH

NUTS AND BOLTS

3/ STAINLESS STEEL

ZYLON COATED

MEG-A-LUG WITH

TOP OF WM

USE CASING END SEALS AT ENDS OF CASING PIPE

N.T.S.

WATER MAIN LOWERING AND CASING PIPE DETAIL

N

FINISHED GRADE

.5

M I N

COPPER MINIMUM)

PIPE DIAMETER - 1"

(MATCH EXISTING WATER SERVICE

WATER SERVICE LINE - TYPE "K"

DET-3

C O

N S

T R

U C

T

IO

N D

E T

A

IL

S

COR MAY BE USED.

CONDITIONS PREVENT THE USE OF CONCRETE THRUST BLOCKS, RESTRAINED JOINTS OF A TYPE APPROVED BY THE

FOR REPAIR. ALL ENDS OD 11‚" OR MORE, ALL TEES AND ALL PLUGS SHALL BE PROTECTED AS SHOWN. WHERE

SOLID GROUND AND FITTING, AND SHALL BE ANCHORED IN SUCH A MANNER THAT PIPE AND FITTING WILL BE ACCESABLE

LOCATIONS DIRECTED BY COR. THRUST BLOCK TO BE READY MIXED PORTLAND CEMENT CONCRETE, PLACED BETWEEN

THRUST BLOCKING TO BE INSTALLED AT ALL HORIZONTAL AND VERTICAL BENDS, CAPS, VALVES, HYDRANTS AND AT

SIDEWALK UNLESS OTHERWISE DIRECTED BY THE COR.

ALL EXISTING B-BOXES ARE TO BE REPLACED AND LOCATED 2' FROM THE2.

RELOCATED INTO THE PARKWAY.

ALL EXISTING B-BOXES LOCATED IN DRIVEWAYS OR SIDEWALKS SHALL BE1.

NOTES:

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