standard construction details - shorewood, illinois

VILLAGE OF SHOREWOOD

STANDARD CONSTRUCTION DETAILS

UPDATED APRIL 2017

\\CBBELSRVR1\cbbeldft\Shorewood\CONSTRUCTION STANDARDS\STANDARD DETAILS\Index of Revisions - April 2017.xls

Village of Shorewood Construction StandardsChristopher B. Burke Engineering, Ltd.Last Updated: April 2017

Pavement, Curb and Gutter, Sidewalks

PVT-1 Roadway Cross Section (Major Arterial)Revised to allow for alternative pavement section using geogrid September 2014

PVT-2 Roadway Cross Section (Major Collector)Revised to allow for alternative pavement section using geogrid September 2014

PVT-3 Roadway Cross Section (Minor Collector)Revised to allow for alternative pavement section using geogrid September 2014

PVT-4 Roadway Cross Section (Local)Revised to allow for alternative pavement section using geogrid September 2014

PVT-5 Roadway Cross Section (Industrial) Revised to allow for alternative pavement section using September 2014PVT-6 Parking Lot Pavement Revised to allow for alternative pavement section using September 2014PVT-7 Right-In/Right-Out Driveway Entrance New detail June 2007PVT-8 Barrier Combination Concrete Curb & Gutter, Type B-6.12 No revisions made June 2007PVT-9 Mountable Combination Concrete Curb & Gutter, Type M-3.12 No revisions made June 2007PVT-10 Residential Driveway New detail June 2007PVT-11 Commercial Entrance New detail June 2007

PVT-12 SidewalkAdded ADA/PROWAG requirements and other general notes March 2017

PVT-13 Not UsedDeleted Handicap Sidewalk Ramp Detail (Reference IDOT Standards) March 2017

PVT-14 Bituminous Bicycle Path Pavement Revised to require use of geogrid September 2014PVT-15 Concentric Cul-De-Sac New detail June 2007PVT-16 Eccentric Cul-De-Sac New detail June 2007PVT-17 Butt Joint New detail June 2007PVT-18 Bituminous Pavement Patching New detail June 2007PVT-19 Open-Cutting Pavement Within the Public Right-of-Way New detail October 2009PVT-20 Pavement Crack Sealing New detail May 2011PVT-21 Typical Driveway Pinning New detail August 2011

Storm Sewer SystemSTM-1 Storm Sewer Installation No revisions made June 2007

STM-2 Storm Manhole Type ANew detail; created separate details for storm and sanitary manholes June 2007

STM-3 Catch Basin Type A Added note identifying structure wall thickness June 2007STM-4 Catch Basin Type C Added note identifying structure wall thickness June 2007STM-5 Inlet Deleted Plan View Detail June 2007STM-6 Casting Installation and Adjusting No revisions made June 2007STM-7 Subsurface Drain Tile & Sump Pump Connection New detail June 2007STM-8 Sump Discharge Service Line New detail June 2007STM-9 Detention Pond Restrictor Revised to non-clog design March 2017STM-10 Not Used Deleted pipe restrictor detail March 2017

Sanitary Sewer System

SAN-1 Sanitary Sewer InstallationAdded table for required pipe materials; added note for joint requirements for gravity sanitary sewer June 2007

SAN-2 Sanitary Sewer ManholeNew detail; created separate details for storm and sanitary manholes June 2007

SAN-3 Sanitary Manhole Frame & Cover New detail June 2007SAN-4 Sanitary Manhole Pipe Connection No revisions made June 2007SAN-5 Drop Connection No revisions made June 2007SAN-6 Non-Residential Sewer Service New detail June 2007SAN-7 Residential Sewer Service No revisions made June 2007

Water Distribution SystemWTR-1 Water Main Installation Revised testing requirements per Public Works direction June 2007WTR-2 Thrust Block Installations No revisions made June 2007WTR-3 Valve Vault New detail June 2007WTR-4 Pressure Connection Valve Vault Added reference to detail WTR-5 June 2007WTR-5 Valve Vault Frame and Cover New detail June 2007

WTR-6 Fire HydrantRevision to allowed manufacturers and new requirement for mechanical joint September 2014

WTR-7 Residential Water Service Revised to show b-box near ROW March 2017WTR-8 Water Sampling Station New detail June 2007

Electrical System

ELE-1 Ornamental Type Light PoleRevised catalog numbers to reflect new manufacturer codes and updated specifications March 2009

ELE-1A Pedestrian Scale (10') Ornamental Type Light Pole New Standard March 2009ELE-2 Pedestrian Scale Symmetrical Ornamental Type Light Pole New Standard March 2009

Revision DateDetail Name Standard Description of Revisions

\\CBBELSRVR1\cbbeldft\Shorewood\CONSTRUCTION STANDARDS\STANDARD DETAILS\Index of Revisions - April 2017.xls

Revision DateDetail Name Standard Description of Revisions

ELE-3A Roadway Type Light PoleRevised catalog numbers to reflect new manufacturer codes and updated specifications April 2009

ELE-3B Roadway Type Light Pole with Pedestrian FixtureNew Standard; Revised catalog numbers to reflect new manufacturer codes and updated specifications April 2009

ELE-4 Concrete Light Pole Foundation Consoldated two old details into one July 2007ELE-5 Light Pole Handhole Wiring Diagram New detail July 2007ELE-6 Splicing Electrical Cables No revisions made July 2007ELE-7 Conduit Installation Consolidated old conduit and trench details July 2007ELE-8 Direct Connected Street Light Service Disconnect Miscellaneous minor revisions July 2007ELE-9 Com-Ed Overhead Connection for Lighting Controller Miscellaneous minor revisions July 2007ELE-10 Lighting Controller Revised for consistency with other detail revisions July 2007

Street SignsSGN-1 Sign Standards Revised Note #3A and 3E June 2007SGN-2 No Parking Sign No revisions made June 2007SGN-3 Residential Speed Limit Sign No revisions made June 2007SGN-4 Sprinkling Sign No revisions made June 2007SGN-5 5 Ton Weight Limit Sign No revisions made June 2007SGN-6 Sign Spacing for Typical Residential Subdivision Entrance New detail July 2007SGN-7 Signage for Future Street Connection New detail July 2007

Miscellaneous StandardsMSC-1 Permanent Monuments New detail June 2007MSC-2 Casing Pipe No revisions made June 2007MSC-3 Typical Service Laterals Revised per Village October 2016MSC-4 Handicap Stall New detail June 2007MSC-5 Not Used Deleted double striping detail March 2017

120' RIGHT OF WAY

PVT-1

R.O.W. LINER.O.W. LINE

GUTTER, TYPE B-6.24

CONCRETE CURB &

COMBINATION

MATERIALS, TYPE B

12" AGGREGATE SUBBASE GRANULAR

C/L

12"

(TYP.)

2'

33 12' 33 1

2'

10'

53' BACK TO BACK

5' '21

27 2'

'21

21 1'

N70

COURSE, MIX "D",

ASPHALT SURFACE

1 1/2" HOT-MIX.

FOOT (TYP.)

" PER21

SLOPE AT

PARKWAY

COURSE, IL-19, N70

12" HOT-MIX ASPHALT BINDER

*ALTERNATE PAVEMENT SECTION

GRANULAR MATERIALS, TYPE B

- 12" AGGREGATE SUBBASE

BINDER COURSE, IL-19, N70

- 10" HOT-MIX ASPHALT

SURFACE COURSE, MIX "D", N70

- 1 1/2" HOT-MIX. ASPHALT

ALLOWED BY THE VILLAGE ENGINEER:

TX5 GEOGRID (OR APPROVED EQUAL), AS

MAY BE USED, WITH THE USE OF TENSAR TRIAX

THE FOLLOWING ALTERNATE PAVEMENT SECTION

pvt-1 (arterial).dgn

48' 30"

FOOT (TYP.)

" PER41

THE VILLAGE ENGINEER.

AT 190 FOOT SPACING, UNLESS OTHERWISE DIRECTED BY

INSTALLED WITH AN OPPOSITE CONFIGURATION &

5. STANDARD ROADWAY TYPE LIGHT POLES SHALL BE

BY THE VILLAGE ENGINEER.

REDUCE AGGREGATE SUBBASE THICKNESS AS APPROVED

4. LIME MODIFICATION (OR EQUIVALENT) MAY BE USED TO

THE VILLAGE'S SUBDIVISION ORDINANCE.

MATERIALS SHALL BE DONE IN ACCORDANCE WITH

3. TESTING OF SUBGRADE AND ALL ROADWAY

SIX INCHES OF TOPSOIL.

2. PARKWAYS SHALL BE FINISHED WITH A MINIMUM OF

PSI AT 14 DAYS.

WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,500

CONSTRUCTED WITH IDOT CLASS "SI" CONCRETE

1. ALL CURBS AND SIDEWALKS SHALL BE

NOTES:

DATE: SEPTEMBER 2014

MAJOR ARTERIAL

ROADWAY CROSS-SECTION

FOR

STANDARD DETAIL


(SEE PVT-12)

SIDEWALK

(SEE PVT-14)

BIKEPATH

' 100' RIGHT OF WAY

(TYP.)

N70

COURSE, MIX "D",

ASPHALT SURFACE

1 1/2" HOT-MIX.


B-6.12 (SEE DETAIL)

CURB & GUTTER, TYPE

COMBINATION CONCRETE

MATERIALS, TYPE B


C/L

4"

1'

FOOT (TYP.)

" PER21

SLOPE AT

PARKWAY

FOOT (TYP.)

" PER41

26' 26'

18"45'

14' 10'

20'

48' BACK TO BACK

COURSE

" HOT-MIX ASPHALT BASE 21

8

PVT-2

5'

2'1'


2 1/2" HOT-MIX ASPHALT




COURSE

- 6" HOT-MIX ASPHALT BASE


- 2 1/2" HOT-MIX ASPHALT








& AT 125 FOOT SPACING, UNLESS OTHERWISE DIRECTED

INSTALLED WITH A SINGLE SIDED CONFIGURATION


APPROVED BY THE VILLAGE ENGINEER.

TO REDUCE AGGREGATE SUBBASE THICKNESS AS

4. LIME MODIFICATION (OR EQUIVALENT) MAY BE USED

SUBDIVISION ORDINANCE.

SHALL BE DONE IN ACCORDANCE WITH THE VILLAGE'S

3. TESTING OF SUBGRADE AND ALL ROADWAY MATERIALS



COMPRESSIVE STRENGTH OF 3,500 PSI AT 14 DAYS.

WITH IDOT CLASS "SI" CONCRETE WITH A MINIMUM

1. ALL CURBS AND SIDEWALKS SHALL BE CONSTRUCTED

NOTES:

pvt-2 (major collector).dgn


MAJOR COLLECTOR


FOR

STANDARD DETAIL


(SEE PVT-12)

SIDEWALK

(SEE PVT-14)

BIKEPATH

'

(TYP.)

N70

COURSE, MIX "D",

ASPHALT SURFACE

1 1/2" HOT-MIX.


B-6.12 (SEE DETAIL)

CURB & GUTTER, TYPE

COMBINATION CONCRETE

MATERIALS, TYPE B


C/L

4"

1'

FOOT (TYP.)

" PER21

SLOPE AT

PARKWAY

FOOT (TYP.)

" PER41

18"38'

10'

41' BACK TO BACK

PVT-3

80' RIGHT OF WAY

'2119 '2

119

5' '2113

'217 2'1'

BASE COURSE

" HOT-MIX ASPHALT 21

7


2 1/2" HOT-MIX ASPHALT




COURSE

- 5" HOT-MIX ASPHALT BASE










& AT 175 FOOT SPACING, UNLESS OTHERWISE DIRECTED

INSTALLED WITH A SINGLE SIDED CONFIGURATION





SUBDIVISION ORDINANCE.

SHALL BE DONE IN ACCORDANCE WITH THE VILLAGE'S

3. TESTING OF SUBGRADE AND ALL ROADWAY MATERIALS




WITH IDOT CLASS "SI" CONCRETE WITH A MINIMUM

1. ALL CURBS AND SIDEWALKS SHALL BE CONSTRUCTED

NOTES:

pvt-3 (minor collector).dgn


MINOR COLLECTOR


FOR

STANDARD DETAIL


(SEE PVT-12)

SIDEWALK

(SEE PVT-14)

BIKEPATH

66' RIGHT OF WAY

(TYP.)


14" PER

FOOT (TYP.)

IN ALL OTHER AREAS

(SEE DETAIL)

B-6.12,

CURB & GUTTER, TYPE

COMB. CONC.

AREAS, AND

RESIDENTIAL

(SEE DETAIL) IN

GUTTER, TYPE M-3.12,

CONCRETE CURB &

COMBINATION

1 12

SURFACE COURSE,

10" AGGREGATE BASE COURSE, TYPE B

C/L

1'

PRIME COAT, MC-30, AT 0.30

GAL./S.Y.

PARKWAY SLOPE

AT 12" PER

FOOT (TYP.)

PVT-4

12' 31' BACK TO BACK

28'11 1

2'

1'

17

18"5'

" HOT-MIX ASPHALT

4.5"

COURSE, IL-19, N50

3 1/2" HOT-MIX ASPHALT BINDER

MIX "D", N50





- 3" HOT-MIX ASPHALT







PVT-4 (Local).dgn

OTHERWISE DIRECTED BY THE VILLAGE ENGINEER.

SIDED CONFIGURATION & AT 110 FOOT SPACING, UNLESS

POLES SHALL BE INSTALLED WITH A SINGLE

5. STANDARD SINGLE HEAD ORNAMENTAL TYPE LIGHT




THE VILLAGE'S SUBDIVISION ORDINANCE.

MATERIALS SHALL BE DONE IN ACCORDANCE WITH

3. TESTING OF SUBGRADE AND ALL ROADWAY

FOUR INCHES OF TOPSOIL.


PSI AT 14 DAYS.

WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,500

CONSTRUCTED WITH IDOT CLASS "SI" CONCRETE

1. ALL CURBS AND SIDEWALKS SHALL BE

NOTES:


LOCAL


FOR

STANDARD DETAIL


SIDEWALK

(SEE PVT-12)

100' RIGHT OF WAY

PARKWAY

SLOPE AT

1/4" PER

FOOT

7" HOT MIX ASPHALT

BASE COURSE


4" CROWN

B 6.12 CURB &

GUTTER

6" CRUSHED AGGREGATE BASE

COURSE, TYPE B

C/L

4"

6"

2" HOT MIX ASPHALT

SURFACE COURSE,

MIX "D", N70

2 1/2" HOT MIX ASPHALT


40' BACK TO BACK

37'24'

30'

5' 1.5'

1'

PVT-5

ALTERNATE PAVEMENT SECTION*


TO REDUCE AGGREGATE SUBBASE THICKNESS AS APPROVED


ORDINANCE.

DONE IN ACCORDANCE WITH THE VILLAGE'S SUBDIVISION

4. TESTING OF SUBGRADE AND ALL ROADWAY MATERIALS SHALL BE

OF TOPSOIL.

3. PARKWAYS SHALL BE FINISHED WITH A MINIMUM OF SIX INCHES

MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI AT 14 DAYS.

2. ALL CURBS AND SIDEWALKS SHALL BE CONSTRUCTED WITH A

SUBMITTED FOR REVIEW AND APPROVAL

1. A CONCRETE PAVEMENT SECTION ALTERNATIVE MAY BE

NOTES:

TYPE B

- 8" CRUSHED AGGREGATE BASE COURSE,

- 5" HOT-MIX ASPHALT BASE COURSE




- 2" HOT-MIX. ASPHALT





PVT-5 (Industrial).dgn


INDUSTRIAL


FOR

STANDARD DETAIL


SIDEWALK

(SEE PVT-12)

GENERAL NOTES:

INTEGRAL CURB AND GUTTER SHALL NOT BE PERMITTED WITH RIGID OR COMPOSITE PAVEMENTS.

3.

2.

1.

TACK COAT

PRIME COAT

12" MIN.

ENGINEER

APPROVED BY SOILS

COMPACTED SUBGRADE

PROPERLY PREPARED AND

FOR VERIFYING REQUIRED PAVEMENT SECTION.

DIMENSIONS SHOWN ARE MINIMUM VALUES. SOIL ANALYSIS AND TRAFFIC COUNTS SHALL BE USED

THE FOLLOWING MATERIALS ARE ACCEPTABLE AS BASE COURSE ALTERNATIVES: BITUMINOUS BASE

COURSE AND P.C. CONCRETE.

SLOPE MIN. 1/4" PER FOOT

PVT-6

2-1/4" HOT MIX ASPHALT BINDER COURSE, IL-19, N50


4. LIME MODIFICATION (OR EQUIVALENT) MAYBE USED TO REDUCE AGGREGATE BASE THICKNESS AS


1-1/2" HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50

AND GUTTER

B-6.12 COMBINATION CONCRETE CURB

10" COMPACTED AGGREGATE BASE, CA-6 (FOR AUTOMOBILE MOVEMENT)

14" COMPACTED AGGREGATE BASE, CA-6 (FOR TRUCK MOVEMENT)

- 10" COMPACTED AGGREGATE BASE, CA-6


- 2-1/4" HOT-MIX ASPHALT



ENGINEER:

APPROVED EQUAL), AS ALLOWED BY THE VILLAGE

THE USE OF TENSAR TRIAX TX5 GEOGRID (OR

MAY BE USED FOR TRUCK MOVEMENT AREAS, WITH


PVT-6 (Parking Lot).dgn


PAVEMENT

TYPICAL PARKING LOT

FOR

STANDARD DETAIL


PVT-7

...\PVT-7 (Right-in Right-out Driveway Entrance).dgn


STANDARD DETAIL

FOR

RIGHT-IN RIGHT-OUT

DRIVEWAY ENTRANCE

DATE: JUNE 2007

PROPERTY LINE

EXISTING

EOP

VARIES

1’ MIN. RAD.

1’ MIN.

RAD.

14’

MIN

.14’MIN

.

50’ MIN. RAD.

35’ MIN.

RIGHT

TURN

ONLYSTOP

ONLY

DO NOT

ENTER

30"

30"

36"

36"

36"

36"

STANDARD

R5-1 SIGN

STANDARD

R1-1 SIGN

STANDARD

R3-2 SIGN

STANDARD

R3-2 SIGN

STANDARD

R3-5 SIGN

OR30"

30"

30"

24" 24"

30"

10’ MIN.

2’

50’M

IN.

RA

D.

R 2"

R 3"PITCH IN

SLOPE 3/4" PER FOOT

BITUMINOUS

SURFACE

4" CRUSHED AGGREGATE SUBBASE MATERIALS,

TYPE B

NOT TO SCALE

2- #5 DOWELS 2’ LONG

AT EXPANSION JOINTS

AND AT CONNECTIONS

BETWEEN NEW AND

EXISTING CURB AND

GUTTER

2- #4 BARS CONTINUOUS

THROUGHOUT CURB AND GUTTER

NOTES:

1. ALL CURB AND GUTTER SHALL BE CONSTRUCTED WITH IDOT CLASS SI

CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 14 DAYS.

PROVIDE AND TEST 3 CYLINDERS FOR EACH DAY’S POUR, OR 50 CUBIC YARDS,

WHICHEVER IS LESS.

2. CONTRACTION JOINTS SHALL BE SAW-CUT AT 20’ INTERVALS AND CAULKED.

3. PREFORMED EXPANSION JOINTS, 3/4" THICK, SHALL BE PLACED FIVE FEET

EITHER SIDE OF STORM STRUCTURES IN CURB AND GUTTER, AT CURB RETURNS

AND AT POINTS OF CURVATURE, AT ALL CONNECTIONS BETWEEN NEW AND

EXISTING CURB AND GUTTER, AND AT 100’ INTERVALS ON TANGENTS.

4. CURB AND GUTTER AT STORM STRUCTURES SHALL BE BOXED-OUT AND

HAND-FORMED BETWEEN EXPANSION JOINTS. FORMS SHALL BE PLACED AND

INSPECTED BY VILLAGE PRIOR TO POURING CONCRETE. STRUCTURE FRAMES

SHALL BE PLACED AND ADJUSTED PRIOR TO THIS INSPECTION.

5. THE FOLLOWING SHALL BE STAMPED IN THE CURB AT THE INDICATED

LOCATIONS:

"W" FOR WATER SERVICES

"S" FOR SANITARY SEWER SERVICES

"ST" FOR STORM SEWER SERVICES

"CO" FOR STORM SEWER SERVICE LINE CLEAN-OUTS

TH

ICK

NE

SS

OF

PA

VE

ME

NT

ST

RU

CT

UR

E

6" (

CU

RB

HE

IGH

T)

12" GUTTER FLAG 1" 6"

1/4"

4" (

TY

P.)

6" 5"

1’

...\PVT\pvt-8 (b-6.12 curb).dgn


STANDARD DETAIL

FOR

CONCRETE CURB & GUTTER

TYPE B-6.12

DATE: JUNE 2007

PVT-8

6. DOWELS AT EXPANSION JOINTS SHALL BE CENTERED ON THE

JOINT (DRILLED INTO EXISTING CURB AND GUTTER),

AND SHALL BE INSTALLED WITH GREASE CAPS ON ONE SIDE.

2- #4 BARS CONTINUOUS

THROUGHOUT CURB & GUTTER

1/4

"

R 4"

R 3"PITCH IN

SLOPE 3/4" PER FOOT

BITUMINOUS

SURFACE

NOT TO SCALE

2- #5

DOWELS 2’ LONG AT

EXPANSION JOINTS AND AT

CONNECTIONS BETWEEN NEW

AND EXISTING CURB AND

GUTTER

9 1/2"

TH

ICK

NE

SS

OF

PA

VE

ME

NT

ST

RU

CT

UR

E

4" (

TY

P.)

1’

2-3/4"

8 1/4"

6" 5"

4" CRUSHED AGGREGATE SUBBASE MATERIALS, TYPE B

...\PVT\pvt-9 (m-3.12 curb).dgn


STANDARD DETAIL

FOR

CONCRETE CURB & GUTTER

TYPE M-3.12

DATE: JUNE 2007

PVT-9

NOTES:

1. ALL CURB AND GUTTER SHALL BE CONSTRUCTED WITH IDOT CLASS SI

CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT

14 DAYS. PROVIDE AND TEST 3 CYLINDERS FOR EACH DAY’S POUR, OR

50 CUBIC YARDS, WHICHEVER IS LESS.

2. CONTRACTION JOINTS SHALL BE SAW-CUT AT 20’ INTERVALS AND

CAULKED.

3. PREFORMED EXPANSION JOINTS, 3/4" THICK, SHALL BE PLACED FIVE

FEET EITHER SIDE OF STORM STRUCTURES IN CURB AND GUTTER, AT

CURB RETURNS AND AT POINTS OF CURVATURE, AT ALL CONNECTIONS

BETWEEN NEW AND EXISTING CURB AND GUTTER, AND AT 100’

INTERVALS ON TANGENTS.

4. CURB AND GUTTER AT STORM STRUCTURES SHALL BE BOXED-OUT

AND HAND-FORMED BETWEEN EXPANSION JOINTS. FORMS SHALL BE IN

PLACE AND INSPECTED BY VILLAGE PRIOR TO POURING CONCRETE.

STRUCTURE FRAMES SHALL BE PLACED AND ADJUSTED PRIOR TO THIS

INSPECTION.

5. THE FOLLOWING SHALL BE STAMPED IN THE CURB AT THE INDICATED

LOCATIONS:

"W" FOR WATER SERVICES

"S" FOR SANITARY SEWER SERVICES

"ST" FOR STORM SEWER SERVICES

"CO" FOR STORM SEWER SERVICE LINE CLEAN-OUTS

6. DOWELS AT EXPANSION JOINTS SHALL BE CENTERED ON THE JOINT

(DRILLED INTO EXISTING CURB AND GUTTER), AND SHALL BE INSTALLED

WITH GREASE CAPS ON ONE SIDE.

1’

DEPRESSED COMBINATION

CONCRETE CURB &

GUTTER

8" P.C.C

PAVEMENT

(3500 P.S.I. MIN)

5" CA-6

STONE BASE

5’

1% MIN - 8% MAX

2%

MAX

R.O.W. LINE

34" PREFORMED

EXISTING

ROADWAY

EXPANSION JOINT

5’

1’

20’ RAD.

MINIMUM

45%%176

B-6.12

CURB AND

GUTTER

SIDEWALK

CONTRACTION

JOINT (TYP.)

PL

ONE WAY

16’ MIN - 20’ MAX

TWO WAY

24’ MIN - 36’ MAX

34" PREFORMED

12" PREFORMEDEXPANSION JOINT(TYP)

EXPANSION JOINT

WITH (2) 1-1/4" EPOXY

COATED DOWEL BARS

WITH GREASE CAPS

(TYP)

5’

DEPRESSED CURB & GUTTER

EXISTING, PROPOSED, OR SAWCUT

EXISTING CURB

AND GUTTER


STANDARD DETAIL

FOR

COMMERCIAL

ENTRANCE

DATE: JUNE 2007

PVT-11

NOTES:

1. ALL CONCRETE SHALL BE IDOT CLASS "SI" CONCRETE WITH A MINIMUM


2. THE SUBGRADE SHALL BE STABLE AND MECHANICALLY COMPACTED.

3. ALL AGGREGATE SUBBASE SHALL BE MECHANICALLY COMPACTED.

4. CONCRETE AND BASE THICKNESS OF SIDEWALK THRU DRIVEWAY SHALL

MATCH THAT OF DRIVEWAY.

5. WELDED WIRE FABRIC (6"X6") OR WIRE MESH SHALL BE INSTALLED IN

DRIVEWAYS AND IN SIDEWALKS THROUGH DRIVEWAYS AT 2" ABOVE BOTTOM

SLAB.

...\PVT-11 (Nonresidential Driveway).dgn

5'

4"

FROM EDGES OF WALK.

FROM EACH OTHER AND

A MINIMUM OF 6 INCHES

BARS SHALL BE SPACED

(TYP. FOR 3)

SIDEWALKS.

NEW AND EXISTING

CONNECTIONS BETWEEN

EMBEDDED 6", AT ALL

BARS, 12" LONG,

INSTALL #4 REINFORCING

"21

2

CA-6 STONE BASE

(3")

(TYP.)

$FILEABBREV$

6"

PVT-12

5"

DATE: MARCH 2017

SIDEWALK

FOR

STANDARD DETAIL


ALL UTILITY TRENCHES FOR NEW SIDEWALK.

7. USE 2 #4 REINFORCING BARS, 10' LONG OVER

6. FORMBOARD REQUIREMENTS: MINIMUM 2" X 6".

ABOVE SLAB BOTTOM.

SHALL BE INSTALLED THROUGH DRIVEWAYS AT 2"

5. WELDED WIRE FABRIC (6X6/6X6) OR FIBER MESH

SLOPE.

" PER FOOT CROSS- 414. SIDEWALK SHALL HAVE

CONSTRUCTED IN SIDEWALK EVERY FIVE FEET.

3. TOOLED CONTRACTION JOINTS SHALL BE

GUTTER.

AND AT ALL ABUTTING DRIVEWAYS AND CURB AND

BE CONSTRUCTED IN SIDEWALK EVERY 100 FEET

" THICK) SHALL432. PREFORMED EXPANSION JOINTS (

COMPRESSIVE STRENGTH OF 3,500 PSI AT 14 DAYS

CLASS "SI" CONCRETE WITH A MINIMUM

1. ALL SIDEWALK SHALL BE CONSTRUCTED WITH IDOT

GENERAL NOTES:

THICKNESS SHALL MATCH THAT OF THE DRIVEWAY.

8. AT DRIVEWAYS, SIDEWALK PCC AND BASE

BEEN VERIFIED BY THE VILLAGE TO BE IN COMPLIANT.

UNTIL ALL FACILITIES IN THE PUBLIC ROW HAVE

VILLAGE WILL NOT ACCEPT PUBLIC IMPROVEMENTS

WITH CURRENT ADA/PROWAG REGULATIONS. THE

RAMPS AND SIDEWALKS ARE FULLY COMPLIANT

RESPONSIBLE FOR ENSURING THAT ALL CURB

DEVELOPER AND THEIR CONTRACTOR SHALL BE

AS PART OF THE ROADWAY CONSTRUCTION. THE

WITHIN THE PUBLIC ROW SHALL BE CONSTRUCTED

3. FOR DEVELOPMENT PROJECTS, ALL CURB RAMPS

ELEVATIONS, SLOPES AND GRADE BREAKS.

DETECTABLE WARNINGS, PROPOSED SPOT

REQUIREMENTS, INCLUDING PLACEMENT OF

COMPLIANCE WITH CURRENT ADA/PROWAG

WITH SUFFICIENT INFO TO DEMONSTRATE

FOR EACH CURB RAMP WITHIN THE PUBLIC ROW

2. DEVELOPMENT PLANS SHALL INCLUDE A DETAIL

SUBMITTED TO THE VILLAGE FOR REVIEW.

RAMP DETAILS SHALL BE INCLUDED IN PLANS

REGULATIONS. APPLICABLE IDOT STANDARD CURB

RAMPS, AS WELL AS CURRENT ADA AND PROWAG

CURRENT IDOT STANDARD DETAILS FOR CURB

CONSTRUCTED IN STRICT COMPLIANCE WITH

1. ALL SIDEWALKS AND CURB RAMPS SHALL BE

ADA/PROWAG COMPLIANCE NOTES:

MATCH SLOPE

DIRECTION OF EXIST.

GRADING (2.0% MAX)

(TYP.)

R.O.W.

AT 45° ANGLE

BEVEL EDGES

8" AGGREGATE BASE COURSE, CA 6

10' FOR COLLECTOR STREETS

WIDTH = 8' FOR LOCAL STREETS

REQUIREMENTS.

AS REQUIRED TO MEET MINIMUM STABILITY

RE-USED MUST BE TESTED AND COMPACTED

ALL EXISTING SUBGRADE MATERIALS TO BE

NOTE:

WIDTH + 2'

WIDTH

WIDTH/2

2'

1'

PVT-14


PATH PAVEMENT

BITUMINOUS BICYCLE

FOR

STANDARD DETAIL


pvt-14 (bituminous bikepath)

COMPACTED SUBGRADE

INSTALLED PER MANUFACTURER RECOMMENDATIONS.

TENSAR TRIAX TX5 GEOGRID (OR APPROVED EQUAL)

COURSE, MIX "D", N50

2" HOT-MIX ASPHALT SURFACE

R.O.W.

EXPANSION JOINT

T=

63.5

8’

22%%d 22%%d

LINE

SET BACK

30’

R.O

.W.

15’R

PVT-15

1’

5’

62’R 11’

66’

5’

1’

5’

1’

98.4

7’ T

O C

EN

TE

R

60’R

31’

NOTES:

1. MINIMUM PARKWAY WIDTH

SHALL BE 11.0’.

...\PVT-15 (Cul-De-Sac Concentric).dgn

11.5’ 11.5’


STANDARD DETAIL

FOR

CONCENTRIC CUL-DE-SAC

DATE: JUNE 2007

45.0’ R

B/C

NOTES:


STANDARD DETAIL

FOR

ECCENTRIC CUL-DE-SAC

DATE: JUNE 2007

30’

SET

BACK LINEEXPANSION JOINT

11.0

’

11.0’

37%%d-30’

45.0’R. B

/C

62’R

. R

.O.W

.

45.0

’R. B

/C

TR

AN

SIT

ION

CU

RB

43’R. B/C

60%%d

11

4.6

6’(3

4.9

5M

) T

O C

EN

TE

R

60’R

R.O.W.

1. MINIMUM PARKWAY WIDTH

PVT-16

50’ MIN. ARC

11.5’

5’

1’

T=63.5

7’

15’R

15’R

66’

31’11.5’

5’

1’

11.5’

5’

1’

SHALL BE 11.0’.

...\PVT-16 (Cul-De-Sac Eccentric).dgn

______


STANDARD DETAIL

FOR

___________

_____________

DATE: APRIL 2007

...\PVT-16 (Cul-De-Sac Eccentric).dgn

SECTION B-B

SECTION A-A

LC

LC

A

A

B B

EXISTING SUBBASE (TYP.)

EXISTING BASE (TYP.)

EXISTING BINDER (TYP.)

EXISTING SURFACE (TYP.)

(TYP.)

PROPOSED SUBBASE

PROPOSED SURFACE

PROPOSED BINDER

PROPOSED SUBBASE

PROPOSED BASE

EXISTING SUBBASE

EXISTING BASE (TYP.)

EXISTING BINDER (TYP.)

EXISTING SURFACE (TYP.)

(TYP.)

PROPOSED SURFACE

PROPOSED BINDER

PROPOSED CURB &

GUTTER18"

PROPOSED BASE

IS DIFFICULT, CONCRETE SHALL BE USED.

FOR WIDENING LESS THAN 8’(2.44M) WHERE COMPACTION

PROPOSED

WIDENING

EXISTING ROADWAY EDGE

EXISTING CURB

& GUTTER

(TYP.)

EDGE OF BUTT JOINT


STANDARD DETAIL

FOR

BUTT JOINT

DATE: JUNE 2007...\PVT\PVT-17 (Butt Joint).dgn

PVT-17

6’

3’ (TYP.)

3’

6’

C

SECTION A-A

VARIABLE

SECTION B-B SECTION C-C

CONSTRUCTION JOINT

CONSTRUCTION JOINT

SECTION F-F

36"

A

BB

A

B B

C

C

36" MIN.

B

VARIABLE

F

B

F

EXISTING LONGITUDINAL JOINT

MIN.

(BUILT IN TWO OPERATIONS)

EXIST. PAV’T

EXIST. PAVEMENT(3’-0") TO

(5’-0")

(3’-0") TO

(5’-0")

(BUILT IN TWO OPERATIONS)

GENERAL NOTES:

LLC

CL

PVT-18

...\PVT-18 (Bituminous Pavement Patching).dgn


STANDARD DETAIL

FOR

BITUMINOUS PAVEMENT

PATCHING

DATE: JUNE 2007

ANGLES NOT LESS THAN 60%%176

THAN 60%%176

1. EXISTING TIE BARS SHALL BE EITHER CUT OR REMOVED. MARGINAL BARS SHALL BE CUT.

2. IN LOCATIONS WHERE BITUMINOUS PATCHES WILL BE OVERLAYED WITH BITUMINOUS

SURFACE COURSE, STRIP REFLECTIVE CRACK CONTROL TREATMENT SHALL BE APPLIED

TO ALL PAVEMENT JOINTS AND CENTERED ALONG THE RESPECTIVE JOINTS.

3. IN LOCATIONS WHERE THE PAVEMENT PATCH WILL NOT BE OVERLAYED, TWO (2) INCHES

OF BITUMINOUS SURFACE COURSE SHALL BE LAID IN THE FINAL LIFT OF THE PATCH.

4. THE DEPTH OF THE BITUMINOUS PAVEMENT PATCH SHALL MATCH THE FULL DEPTH OF

THE EXISTING PAVEMENT, BUT SHALL NOT BE LESS THAN THE VILLAGE STANDARD

FOR THE RESPECTIVE PAVEMENT SECTION.

PAVEMENT

PATCHING LIMITS

STRIP REFLECTIVE

CRACK CONTROL

TREATMENT - SYSTEM B

PER IDOT STANDARDS

ANGLES NOTLESS

...\PVT-19 (open cutting pavement).dgn

VARIABLE

IDOT CA-7

BEDDING AND 4"

PVT-19

UTILITY PIPE

CONTROLLED LOW-STRENGTH

MATERIAL (CLSM)

TOP OF PAVEMENT

NEW PAVEMENT

MATCH EXISTING PAVEMENT SECTION

12" MIN. 12" MIN.

SUBGRADE

ELEVATION

IF ENCOUNTERED, REMOVE

UNSUITABLE MATERIAL AND

REPLACE WITH AGGREGATE

MATERIAL, AS APPROVED

BY VILLAGE

NOTES:

1. THIS DETAIL SHALL BE USED FOR TRENCHING OPERATIONS WITHIN THE

PUBLIC RIGHT-OF-WAY THAT ARE WITHIN FIVE (5) FEET OF STREETS,

DRIVEWAYS, CURB AND GUTTER, PARKING LOTS AND OTHER PAVED AREAS

INTENDED FOR VEHICULAR TRAVEL AS REQUIRED BY THE VILLAGE.

2. CONTROLLED LOW-STRENGTH MATERIAL (CLSM) SHALL BE IN

ACCORDANCE WITH SECTION 593 OF THE IDOT SPECIFICATIONS AND

SECTION 20-3.03 OF THE STANDARD SPECIFICATIONS FOR WATER AND

SEWER CONSTRUCTION IN ILLINOIS, LATEST VERSIONS.

3. THERMAL PROTECTION SHALL BE PROVIDED PER IDOT STANDARD

SPECIFICATIONS AND AS DIRECTED BY THE VILLAGE.

6"

HAUNCHING TO

6" ABOVE PIPE


STANDARD DETAIL

FOR

OPEN CUTTING PAVEMENT

WITHIN THE PUBLIC

RIGHT-OF-WAY

DATE: OCTOBER 2009

PVT-20

...\PVT\PVT-20 (Crack Seal).dgn

DATE: MAY 2011

SEALING

PAVEMENT CRACK

FOR

STANDARD DETAIL


CROSS SECTION

PAVEMENT CRACK

1/32" MAX

1"

1" PER SPECIFICATIONS

ROUTE & FILL CRACK

PRIOR TO THE START OF ANY WORK.

CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE AND SEQUENCE OF STREETS TO BE CRACK SEALED AT LEAST SEVEN (7) DAYS

SEALANT TO MINIMIZE TRACKING BY VEHICULAR TRAFFIC.

A COVER CONSISTING OF DRY SAND APPROVED BY THE ENGINEER SHALL BE APPLIED IMMEDIATELY TO THE HOT-POURED RUBBER-ASPHALT

A RESIDUAL AMOUNT OF SEALANT MATERIAL SHALL BE APPLIED TO FILL ANY EXCESSIVE SAGS OR VOIDS AFTER THE INITIAL APPLICATION.

TYPE EFFECT APPROXIMATELY 2 INCHES WIDE FLUSH WITH THE PAVEMENT SURFACE WITH THE EDGES FEATHERED OUT. IF NECESSARY,

PENETRATION, THE SEALANT SHALL BE "SQUEEGEED" ALONG THE CRACK WITH A "V" SHAPED SQUEEGEE, TO PROVIDE A "BAND AID"

OR JOINT UNTIL FULL, LEAVING NO EXCESSIVE SAGS OR VOIDS IN APPLIED MATERIAL ALONG THE CRACK. TO ENSURE FULL DEPTH

AS RECOMMENDED BY THE APPLICABLE MANUFACTURER’S SPECIFICATIONS. THIS SEALANT MATERIAL SHALL BE FORCED INTO THE CRACK

THE HOT-POURED RUBBER-ASPHALT MATERIAL SHALL BE MELTED AND MIX-AGITATED TO THE PROPER TEMPERATURE, RATE AND TIME

APPLIED IMMEDIATELY FOLLOWING THE CLEANING OF THE CRACKS.

ROUTING OF CRACKS SHALL BE FOLLOWED BY CLEANING OF THE CRACKS WITH FORCED AIR. THE SEALANT MATERIAL SHALL BE

ROUTING. STREETS HAVING A CONCRETE SURFACE SHALL NOT REQUIRE ROUTING OF THE CRACKS PRIOR TO CLEANING AND SEALING.

ROUTED AS THIS MAY POP LOOSE THE SURROUNDING ASPHALT. THESE AREAS SHALL BE BLOWN CLEAN AND SEALED WITHOUT

ROUTED TO A MINIMUM DEPTH OF ONE INCH. CRACKS THAT ARE BORDERED BY EXCESSIVE "ALLIGATORED" AREAS SHALL NOT BE

ASPHALT MATERIAL, ALL CRACKS AND JOINTS TO BE SEALED SHALL BE ROUTED. ALL CRACKS LESS THAN ¾ INCH WIDE SHALL BE

ALL CRACKS AND JOINTS UP TO 1-‰ INCHES IN WIDTH SHALL BE SEALED. PRIOR TO APPLICATION OF THE HOT-POURED RUBBER-

THE CRACK FILLER MAY BE PLACED WHEN AIR TEMPERATURES IN THE SHADES ARE 40^F AND THE FORECAST IS FOR RISING TEMPERATURE.

FILLING MATERIAL SHALL BE PLACED ONLY WHEN THE CRACKS ARE IN A DRY CONDITION AND WEATHER CONDITIONS ARE FAVORABLE.

SEVEN (7) DAYS PRIOR TO THE START OF ANY WORK. THE POURING TEMPERATURE OF THE CRACK SEALER SHALL BE 370^F. CRACK

THE CONTRACTOR SHALL SUBMIT THE MANUFACTURER’S SPECIFICATIONS FOR THE HOT-POURED RUBBER-ASPHALT MATERIAL AT LEAST

EXCEEDS REQUIREMENTS OF: ASTM-D-1190, AASHTO-M-173, SS-S-164

SAFE HEATING TEMPERATURE - 390^F

POURING TEMPATURE - 370^F

ASTM D-3405

FEDERAL SPECIFICATIONS SS-S-1401

AT THE TIME OF THE CONTRACT.

THE SEALING COMPOUND SHALL BE THE RUBBER-ASPHALT HOT-POURED TYPE CONFORMING TO THE FOLLOWING SPECIFICATION IN EFFECT

THE ENGINEER.

THIS WORK SHALL CONSIST OF CLEANING EXISTING ROADWAY CRACKS AND PLACING RUBBER SEALANT AT THE LOCATIONS DESIGNATED BY

SPECIFICATIONS:

ENGINEER.

ROADWAYS IN ACCORDANCE WITH THIS DETAIL SHALL BE COMPLETED TO THE SATISFACTION OF THE

NOTE: PRIOR TO FINAL ACCEPTANCE OF A SUBDIVISION BY THE VILLAGE, CRACK SEALING OF ALL PUBLIC

PINNED JOINT

SIDEWALK

CURB & GUTTER

NOTES:

R.O.W.

PVT-21

3/4" PREFORMED

...\PVT-21 (Driveway Pinning).dgn

NEW PCC DRIVEWAY APRON

PER STD. DETAIL PVT-10

SEE NOTE #1

EXPANSION JOINT

EXISTING PCC DRIVEWAY

PAVEMENT TO REMAIN

(SAWCUT PAVEMENT PRIOR

TO REMOVAL)

DRIVEWAY APRON

6" FROM EDGE (TYP.)

1. AT LOCATIONS WHERE ONLY A PORTION OF DRIVEWAY

APRON IS TO BE REMOVED, NEW DRIVEWAY PAVEMENT

SHALL BE CONCRETE AND SHALL BE PINNED TO THE

EXISTING DRIVEWAY APRON WITH #4 REBAR A MINIMUM

OF 6" INTO THE EXISTING SLAB. AFTER INSTALLATION,

REBAR SHALL PROTRUDE FROM EXISTING DRIVEWAY

PAVEMENT A MINIMUM OF 6". SIX (6) REBAR SHALL BE

EVENLY SPACED IN EACH DRIVEWAY, STARTING 6" FROM

EITHER DRIVEWAY EDGE.

2. FORMBOARD REQUIREMENTS: MINIMUM 2" X 6".

3. WELDED WIRE FABRIC (6"X6") OR WIRE MESH SHALL BE

INSTALLED IN NEW DRIVEWAY PAVEMENT AT 2" ABOVE

BOTTOM SLAB PER STD. DETAIL PVT-10.

4. PREFORMED EXPANSION JOINTS (3/4" THICK) SHALL

BE CONSTRUCTED AT LOCATIONS WHERE NEW

DRIVEWAY PAVEMENT ABUTS CURB AND GUTTER.

5. ALL AGGREGATE SUBBASE SHALL BE MECHANICALLY

COMPACTED.


STANDARD DETAIL

FOR

TYPICAL DRIVEWAY PINNING

DATE: AUGUST 2011

NO SCALE

IDOT CA-7

UNDER OR WITHIN

5 FEET

HORIZONTALLY OF

PAVEMENT,

SIDEWALK, CURB

& GUTTER OR

DRIVEWAYS, OR

WHERE INDICATED

ON PLANS

IDOT CA-7

BEDDING AND

HAUNCHING

EXCAVATED MATERIALS,

COMPACTED TO 85%

MODIFIED PROCTOR

MAXIMUM DENSITY,

EXCEPT WHERE CA-7

IS REQUIRED

STORM SEWER SHALL BE

REINFORCED CONCRETE

PIPE, COMPLYING WITH

ASTM C76, CLASS IV, WITH

RUBBER RING GASKET

JOINTS MEETING ASTM

C443. WHERE ELLIPTICAL

PIPE IS USED, IT SHALL

COMPLY WITH ASTM C507.

...\stm-1 (storm sewer installation).dgn

4"

5’-6

" M

IN

. C

OV

ER

NOTES:

1. STORM SEWER SHALL BE TELEVISED FOLLOWING COMED AND

NICOR UNDERGROUND UTILITIES AND PRIOR TO THE ISSUANCE

OF THE FIRST CERTIFICATE OF FINAL OCCUPANCY.

STM-1


STANDARD DETAIL

FOR

STORM SEWER INSTALLATION

DATE: JUNE 2007

NOTE:

1. MANHOLE BARREL JOINTS SHALL BE TONGUE AND GROOVE TYPE WITH TWO ROWS OF EXTRUDIBLE PREFORMED PLASTIC

GASKET MATERIAL (BUTYL ROPE).

2. INTERIOR JOINTS SHALL BE "BUTTERED" WITH NON-SHRINK GROUT.

3. STORM MANHOLES SHALL HAVE A WALL THICKNESS OF 6" FOR 5’ DIAMETER STRUCTURES AND 7" FOR 6’ DIAMETER

STRUCTURES

4. SEE CASTING INSTALLATION AND ADJUSTING DETAIL FOR CASTING REQUIREMENTS.

DRAINAGE FABRIC 18" WIDE

MIRAFI 140S OR

APPROVED EQUAL. *

5"

4’ FOR SEWER 24" &

UNDER, 5’ FOR SEWER 27"

TO 36" OR AS INDICATED

ON PLANS

STEPS SHALL BE COPOLYMER

POLYPROPYLENE PLASTIC WITH A

CONTINUOUS 12-INCH STEEL

REINFORCEMENT AS MANUFACTURED BY

M.A. INDUSTRIES, INC., OR APPROVED EQUAL

PRECAST CONCRETE

6" BASE (TYP.)

5" (MIN.)

8"

2’-0"

16

"

(TY

P.)

BENCH FOR ALL

MANHOLES

4" CA-7 BEDDING

FLOW

NO SCALE

1

1

CONCRETE SECTIONS AND

BOTTOM PER ASTM C478

R-2"–

14"

5"

2’-0"

CLASS SI

CONCRETE

*NOTE: FOR STORM SEWER ONLY

1" DIA. WEEP HOLES

(6 EACH)

AT 60° TYPICAL *

PLAN

SECTION

6"

TOPSOIL & SOD.

PAVEMENT OR

FABRIC

A

12" 12"

6"

STONEWASHED

MORTAR WEEP HOLES LOWERTHAN 6" BELOW FRAME *

+

60

HOLES

WEEP

A

STM-2

...\stm-2 (storm manhole type a).dgn


STANDARD DETAIL

FOR

STORM MANHOLE TYPE A

DATE: JUNE 2007

WEEP

HOLES


MIRAFI 140S

OR APPROVED EQUAL.

SECTION

PLAN

+

FABRIC

1" DIA. WEEP HOLES

(6 EACH)

AT 60 TYPICAL

PAVEMENT ORTOPSOIL & SOD.

WASHEDSTONE

A A

60

UNLESS OTHERWISE

SPECIFIED ON PLANS

STEPS SHALL BE COPOLYMER

POLYPROPYLENE PLASTIC

WITH A CONTINUOUS 1/2

-INCH STEEL REINFORCEMENT

AS MANUFACTURED BY M.A.

INDUSTRIES, INC., OR

APPROVED EQUAL

TWO ROWS EXTRUDIBLE

PREFORMED PLASTIC

GASKET (TYPICAL ALL

JOINTS)

R 2"

ROTATE CB TOP SECT. AS NECESSARY TO

ACHIEVE OPTIMAL CASTING ALIGNMENT

NO SCALE

NOTES:

1. SEE CASTING INSTALLATION AND ADJUSTMENT DETAIL FOR

CASTING REQUIREMENTS.

2. INTERIOR JOINTS SHALL BE "BUTTERED" WITH NON-SHRINK

GROUT.

3. STRUCTURE SHALL COMPLY WITH ASTM C478.

4" C

A-7

BE

DD

IN

G

2’-6

"

T4’-0"

6"

16" (

TY

P)

8"

2’-0"

2’-6

" T

O 3

’-0

"

T

6"

12"12"

6"

MORTAR WEEP HOLES LOWER

THAN 6" BELOW FRAME

...\stm-3 (catch basin type a).dgn

STM-3

4. T = STRUCTURE INSIDE DIAMETER +1" (5" MINIMUM)


STANDARD DETAIL

FOR

CATCH BASIN TYPE A

DATE: JUNE 2007

SECTION

PLAN

+

NO SCALE

4" CA-7 BEDDING

T

4"

2’-0"

T 2’-0"

6"

6"

12" 12"

WEEP

HOLES

MORTAR WEEP HOLES LOWER

THAN 6" BELOW FRAME


MIRAFI 140S

OR APPROVED EQUAL.

FABRIC

1" DIA. WEEP HOLES

(6 EACH)

AT 60 TYPICAL

PAVEMENT ORTOPSOIL & SOD.

WASHEDSTONE

AA

60

15

" S

UM

P

VA

RIA

BL

E (

46

" M

INIM

UM

)

OUTLET

6"

8"

MA

X.

PRECAST ADJUSTINGRINGS (2 MAX.)

NOTES:

1. FRAMES AND LIDS TO BE AS SHOWN IN GENERAL NOTES.

2. CATCH BASINS TO BE OF PRECAST REINFORCED CONCRETE

CONSTRUCTION ONLY.

3. FOR ADJUSTMENTS, USE ONLY PRECAST CONCRETE ADJUSTING

RINGS, MAXIMUM OF 8" TOTAL HEIGHT.

4. ADJUSTING RINGS AND FRAMES TO BE JOINED WITH MORTAR.

5. FOR RIM AND PIPE INVERT ELEVATIONS, REFER TO PLANS.

6. T = STRUCTURE INSIDE DIAMETER +1" (MINIMUM 5").

...\stm-4 (catch basin type c).dgn

STM-4

TOP OF

MASONRY


STANDARD DETAIL

FOR

CATCH BASIN TYPE C

DATE: JUNE 2007

CONCRETE FILLET

BEDDING

4" CA-7

NO SCALE

PRECAST CONCRETE

BOTTOM

CAST-IN-PLACE

SLOPE TO DRAIN

R=2"

NOTES:

1. SEE CASTING INSTALLATION AND ADJUSTMENT

DETAIL FOR CASTING REQUIREMENTS.

2. INTERIOR JOINTS SHALL BE "BUTTERED" WITH

NON-SHRINK GROUT.

3. STRUCTURE SHALL COMPLY WITH ASTM C478.

2’-0" DIA.

5" MIN. 5" MIN.

...\STM\stm-5 (inlet).dgn


STANDARD DETAIL

FOR

INLET

DATE: JUNE 2007

STM-5

NO SCALE

...\stm-6 (casting install & adjust).dgn


STANDARD DETAIL

FOR

CASTING INSTALLATION AND

ADJUSTING

DATE: JUNE 2007

PRECAST ADJUSTING

RINGS (SEE NOTE 1)

FOR GROOVED

ADJUSTING RINGS

NOTES:

1. THERE SHALL BE A MAXIMUM OF 2 ADJUSTING RINGS WITH A MAXIMUM TOTAL HEIGHT OF 12".

2. ALL STRUCTURES IN CURB AND GUTTER OR PAVED AREAS SHALL USE PREFORMED RUBBER

ADJUSTING RINGS.

3. IF THE CASTING MUST BE INSTALLED ON A SLOPE, PREFORMED RUBBER TAPERED RINGS MAY BE

USED.

4. ADJUSTING RINGS 2" OR LESS IN THICKNESS SHALL BE PREFORMED RUBBER.

5. THE FOLLOWING CASTING, OR APPROVED EQUAL, SHALL BE UTILIZED AS INDICATED:

A. SANITARY MANHOLES: EAST JORDAN IRON WORKS #1050, EX HD WATERTIGHT LID WITH CONCEALED

PICKHOLE, O-RING GASKETS, AND "SHOREWOOD" AND "SANITARY" CAST IN LID.

B. WATER VALVE VAULTS: EAST JORDAN IRON WORKS #1050, EX HD WATERIGHT LID WITH CONCEALED

PICKHOLE, O-RING GASKETS, AND "SHOREWOOD" AND "WATER" CAST IN LID.

C. STORM MANHOLES: EAST JORDAN IRON WORKS #1050, EX HD LID WITH CONCEALED PICKHOLE, AND

"SHOREWOOD" AND "STORM" CAST IN LID, FOR LIDS INDICATED AS "SOLID" ON PLANS. FOR LIDS

INDICATED AS "OPEN" ON PLANS, USE THE SAME CASTING, BUT WITH A TYPE M1 RADIAL FLAT GRATE.

D. DRAINAGE STRUCTURES IN AREAS WITH UNPAVED SURFACES: EAST JORDAN IRON WORKS 6527.

E. DRAINAGE STRUCTURES IN MOUNTABLE CURB AND GUTTER: EAST JORDAN IRON WORKS #7171 WITH

TYPE M1 GRATE.

F. DRAINAGE STRUCTURES IN BARRIER CURB AND GUTTER: EAST JORDAN IRON WORKS #7210 WITH

TYPE M2 GRATE.

TOP SECTION

ONE ROW

OF

EXTRUDIBLE

PREFORMED

PLASTIC

GASKET

PER

GROOVE

FOR

GROOVED

ADJUSTING

RINGS.

BUTT ENDS

TO GRADE

SHOWN ON

PLANS –

0.5°

CASTING

FOR SMOOTH FACED

ADJUSTING RING TWO

ROWS OF EXTRUDIBLE

PREFORMED PLASTIC

GASKET EACH

JOINT-OVERLAY ENDS

OF GASKET. ONE ROW

ONLY REQUIRED ON

STORM STRUCTURES

AND WATER VALVES

TOP

SECTION

TYPE A MH

CATCH

BASIN INLET

VALVE VAULT

2" MIN

12"MAX

STM-6

SECTION A-A


STANDARD DETAIL

FOR

SUBSURFACE DRAIN TILE

& SUMP PUMP CONNECTION

DATE: JUNE 2007

FINISH GRADE

EXISTING DRAINAGE

CASTING

STRUCTURE WITH

NON-SHRINK

MORTAR

COLLAR

6" MIN.

PROPOSED

DRAIN TILE

CONNECTION HOLE SHALL

A

A

DRAIN TILE PIPE SHALL

40 P.V.C.

BE CORE DRILLED.

PERFORATED

TOPSOIL

NON-WOVEN GEOTEXTILE

FABRIC

6" MIN. 6"MIN.

6" MIN.

3/4" WASHED AGG.

MIN. 6" AROUND PIPE.

STM-7

BE 4" DIA. SCHEDULE

PERFORATIONS

(DRAIN TILE ONLY)

NOTES:

1. SEE DETAIL STM-8 FOR RESIDENTIAL SUMP DISHARGE SERVICE LINE.

...\STM-7 (Drain Tile & Sump Pump Connection).dgn

4" DIAMETER DRAIN TILE

OR SUMP PUMP PIPE

GRANULAR

FILL

FINISHED LOCATION TO

HOUSE

NOTES:

1. SUMP PUMP CONNECTION LINES SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35

CONFORMING TO ASTM D-3034, SIZE AS INDICATED ON THE PLANS.

2. TRUNK LINES SHALL BE INSTALLED A MINIMUM OF THIRTY (30) INCHES BELOW THE TOP

OF CURB AND FOLLOW THE CURB LINE FOR GRADE, AND SHALL BE LOCATED 2 FEET

BEHIND THE FRONT PROPERTY LINE.

3. 10 GAUGE UNDERGROUND FEEDER TRACER WIRE SHALL BE INSTALLED IMMEDIATELY

ABOVE THE TRUNK LINES AND SHALL TERMINATE AT THE CLEANOUTS OR STUBS. TRACER

WIRE SHALL BE STRAPPED TO ALL STUBS AND CLEANOUTS AND SHALL EXTEND

CONTINUOUSLY ALONG ALL PIPES, STUBS, AND CLEANOUTS. ADEQUATE WIRE SHALL BE

LEFT IN ALL STRUCTURES TO ALLOW IT TO BE RAISED ABOVE THE FRAME. TRACER WIRE

SHALL BE LOOPED BACK TO THE SERVICE STUB AND SHALL BE EXTENDED UP THROUGH

THE CLEANOUT TO SURFACE GRADE. SPLICES IN TRACER WIRE SHALL USE A NO. 8 SPLIT

BOLT SEALED WITH SELF-VULCANIZING TAPE.

4. UNDERGROUND CONTRACTOR SHALL ROTATE ELBOWS TO INSTALL SERVICE STUBS AS

SHOWN IN TEMPORARY LOCATION.

5. HOUSE CONTRACTOR SHALL ROTATE ELBOWS TO INSTALL SERVICES AS SHOWN IN

FINISHED LOCATION.

6. ALL CONNECTIONS TO INLETS, CATCH BASINS, OR

MANHOLES FOR SERVICE STUBS OF SUMP PUMP

MAINLINES SHALL BE CORED AND NOT SAWCUT.

7. PRIOR TO FINAL ACCEPTANCE OF THE SUMP

PUMP COLLECTION SYSTEM, THE ENTIRE SYSTEM SHALL

BE TELEVISED. A COPY OF THE VIDEO TAPE SHALL BE

DELIVERED TO THE PUBLIC WORKS DEPT. AND ANY

OBSTRUCTIONS SHALL BE REPAIRED.

ELEVATION

NO SCALE

REMOVABLE WATER

TIGHT PLUG

PROPERTY

LINEPUBLIC

WALK

STORM

STRUCTURE

CLEANOUT

TYPICAL TRUNK LINE (PLAN VIEW)

NO SCALE

TYPICAL TRUNK LINE (PROFILE VIEW)

NO SCALE

45 BENDS ONLY, 90 BENDS

ARE NOT PERMITTED

6" SUMP PUMP TRUNK SEWER

4" SERVICE LINE (TYP.)

4" SERVICE LINE (TYP.)

W/CONNECTIONSONLY (TYP.)

SEE SAN-X FOR CONNECTION DETAIL

30"

3’-6"

MIN

IMU

M

...\STM-8 (Sump Discharge Service Line).dgn


STANDARD DETAIL

FOR

SUMP DISCHARGE SERVICE

LINE

DATE: JUNE 2007

STM-8

STM-9

$FILEABBREV$

SIDE VIEW

1

SECTION A-A

1

4

PLAN

3

5

AA

#

1

2

3

4

5

TIE ANCHORS

WITH EXPANSION

LAP HORIZONTALS

#5 @ 9" EACH WAY

8"

FLOW

DIA.

PIP

E

INVERT

2" CL.

DIA.

PIP

EFLOW

6"

INVERT

INVERT

(MIN.)

3" CL.

#6 @ 9" EACH WAY

FLOW FLOW

8"

CA-7 GRANULAR BACKFILL

2' (MIN)

SUMP DEPTH

18" MIN.

@ JOINT

MASTIC SEAL

6

UPSTREAM PIPE DIAMETER (IN)

DOWNSTREAM PIPE DIAMETER (IN)

DOWNSTREAM INVERT ELEV

UPSTREAM INVERT ELEV

8

6'-DIA.

MANHOLE, TYPE A,

6'-DIA.

MANHOLE, TYPE A,

2

ORIFICE

2-YEAR

ORIFICE

2-YEAR

2-YEAR ORIFICE SIZE (IN)

2-YEAR ORIFICE ELEV

5

7

6

12" MIN.

INTO PRECAST WALL BOTH SIDES

@ 9" CENTERS INTO MIN. 3"

†" EXPANSION TIE ANCHORS

TABLE TO BE COMPLETED BY DESIGNER AND INCLUDED IN PLANS FOR EACH PROJECT

MANHOLE STEPS (SEE NOTE 3)

8"6" MIN.

ORIFICE

100-YEAR

6ORIFICE

100-YEAR

7

8STRUCTURE RIM ELEV

100-YEAR ORIFICE SIZE (IN)

TOP OF WEIR ELEV

100-YEAR ORIFICE ELEV

TOP OF WEIR

7 TOP OF WEIR

(SEE STM-6)

C.I. FRAMES AND LIDS

RS#2RS#1 RS#3 RS#4

4. EXTERIOR JOINTS SHALL BE WRAPPED WITH MACWRAP OR APPROVED EQUAL

AT 16" ON CENTER

3. COATED CAST IRON MANHOLE STEPS SHALL BE PROVIDED IN EACH CHAMBER

STRUCTURE WALLS/BASE AND WEIR WALL CONFORMING TO ASTM C-923

2. WATERTIGHT CONNECTIONS REQUIRED BETWEEN STRUCTURE AND PIPE AND

1. RESTRICTOR ORIFICES SHALL BE CAST INTO THE CONCRETE WEIR WALL

NOTES:

DATE: MARCH 2017

RESTRICTOR STRUCTURE

DETENTION POND

FOR

STANDARD DETAIL


NO SCALE

IDOT CA-7

UNDER OR

WITHIN 5 FEET

HORIZONTALLY OF

PAVEMENT,

SIDEWALK, CURB

& GUTTER OR

DRIVEWAYS, OR

WHERE INDICATED

ON PLANS

IDOT CA-7

BEDDING,

HAUNCHING AND

INITIAL BACKFILL


COMPACTED TO 85%

MODIFIED PROCTOR

MAXIMUM DENSITY,

EXCEPT WHERE CA-7

IS REQUIRED

4"

12

"

...\san-1 (sanitary sewer installation).dgn

SAN-1

6’

MIN

. C

OV

ER

PIPE MATERIAL SHALL BE IN

ACCORDANCE WITH CHART

PROVIDED BELOW.

6’ UP TO 15’

DEPTHDIA.

4" - 12"

PVC, SDR 26

ASTM 2241

PVC, SDR 26

ASTM 224114" - 24"

24" - 36"

PVC, DR 25

AWWA C905

PVC, DR 25

AWWA C905

PVC, DR 18

AWWA C905

PVC, DR 18

AWWA C900


STANDARD DETAIL

FOR

SANITARY SEWER

INSTALLATION

DATE: JUNE 2007

NOTES:

1. JOINTS FOR GRAVITY SANITARY SEWER SHALL USE PUSH ON BELL AND SPIGOT TYPE WITH RUBBER RING

GASKETS CONFORMING TO ASTM D3034 FOR SDR 26 APPLICATIONS AND ASTM D3034 FOR AWWA C900

AND C905 APPLICATIONS.

2. GRAVITY SANITARY SEWER FITTINGS SHALL COMPLY WITH ASTM D2241 SDR26, AWWA C900 DR 18, OR AWWA

DR 25 DEPENDANT UPON DEPTH. THE FITTINGS SHALL BE MADE WITH MANUFACTURER’S STANDARD PIPE BELLS

AND GASKETS. GRAVITY SEWER RISERS AND SERVICE PIPE AND FITTINGS SHALL COMPLY WITH ASTM D2241

SDR 26, AWWA C900, OR AWWA C905 DEPENDANT UPON DEPTH..

3. WHERE INDICATED ON THE PLANS, SANITARY SEWER PRESSURE PIPE SHALL COMPLY WITH ASTM D2241 FOR

160 PSI PRESSURE RATED PIPE SDR 26, MADE OF TYPE 1, GRADE 1 POLYVINYL CHLORIDE CONFORMING TO

ASTM D1784. JOINTS SHALL USE PUSH-ON BELL AND SPIGOT TYPE WITH RUBBER RING SEAL GASKETS

CONFORMING TO ASTM D3139.

4. PRESSURE SANITARY SEWER FITTINGS SHALL BE FACTORY FABRICATED WITH ATTACHED MAIN LINE COUPLING,

WITH SAME RATING AS PIPE. PRESSURE SEWER RISERS AND SERVICE PIPE AND FITTINGS SHALL COMPLY WITH

ASTM D2241, 160 PSI PRESSURE RATED, SDR 26 PIPE. SEPARATE NOTIFICATION SHALL BE PROVIDED TO

PUBLIC WORKS DEPARTMENT PRIOR TO INSTALLING PRESSURE SANITARY SEWERS.

5. ALL SANITARY SEWERS SHALL BE PRESSURE TESTED IN ACCORDANCE WITH ARTICLE 31-1.11B(3) OF THE

STANDARD SPECIFICATIONS FOR SEWER & WATER CONSTRUCTION IN ILLINOIS, FIFTH EDITION; AND DEFLECTION

TESTED IN ACCORDANCE WITH ARTICLE 31-1.11B(4) OF THE STANDARD SPECIFICATIONS FOR SEWER & WATER

CONSTRUCTION IN ILLINOIS, FIFTH EDITION. DEFLECTION TESTING SHALL BE DONE NO SOONER THAN 30 DAYS

AFTER THE PIPE HAS BEEN BACKFILLED. NO SOONER THAN 30 DAYS AFTER SEWERS HAVE BEEN INSTALLED,

THEY SHALL BE INSPECTED BY CLOSED CIRCUIT COLOR TELEVISION TO DETERMINE IF ANY PIPE INSTALLATION

DEFECTS HAVE OCCURRED, AND TO DETERMINE THE LOCATION OF SERVICES. ONE COPY OF THE VIDEOTAPE

AND WRITTEN INSPECTION REPORT SHALL BE FURNISHED TO THE VILLAGE.

6. SEWER PLUGS SHALL BE INSTALLED AT DOWNSTREAM ENDS OF ALL

NEW SEWERS AND LEFT IN PLACE UNTIL VILLAGE ACCEPTS SEWERS.

SEWER PLUGS SHALL BE INSTALLED AT UPSTREAM ENDS OF NEW

SEWERS AT THE END OF EACH DAY’S WORK.

15’ AND DEEPER

Ecc. Cone Sec.(L)

Wall Thickness

Inside M.H. Dia.

Pipe Dia.

PLAN

2’-6"

5"

21"

48"

6"

3’-9"

60"

A A

SECTION A-A

<_ 21">

MANHOLE DEPTH

t

12’ 12’

8" 10"

_< >

DE

PT

H

VA

RIA

BL

E

PR

EC

AS

T R

EIN

FO

RC

ED

CO

NC

. S

EC

TIO

NS

1/2 PIPE DIA.

L

t

24" DIA.

ST

EP

S

O.C

. M

AX

.

PRECAST REINFORCED CONCRETEMANHOLE BOTTOM WITH INTEGRAL SIDEWALL

ALL SANITARY MANHOLE INVERTS

PROVIDE CONCRETE FILLET FOR

2% SLOPE (TYP.)

POURED CONCRETE FILLET

RUBBER BOOT

ECCENTRIC CONE SECTION

IN PAVED AREAS, USE CA-6

GRANULAR TRENCH BACKFILL

AROUND MANHOLE TO

SUBGRADE ELEVATION

CONC. ADJUSTING RINGS

(2 RINGS MAX. NO MORE THAN

RING SHALL BE USED)


STANDARD DETAIL

FOR

SANITARY SEWER MANHOLE

DATE: JUNE 2007...\SAN-2 (Sanitary Sewer Manhole).dgn

SAN-2

12" MAX. PRECAST

8"

16"

ONE 2" ADJUSTING

CA-7 AGGREGATE

6"

TOP OF CASTING

SEE SAN-3

NOTE:

1. SANITARY MANHOLES SHALL HAVE WATERSTOP GASKETS CAST

TO STRUCTURES AT ALL PIPE PENETRATIONS. (SEE MANHOLE PIPE CONNECTION DETAIL)

2. SANITARY MANHOLES SHALL HAVE CRETEX INTERNAL CHIMNEY

ALS AND PARSONS RAINSTOPPER INSERTS.

3. SANITARY MANHOLES SHALL HAVE INTEGRAL BASES.

4. MACWRAP EXTERNAL JOINT SEALING BANDS IN ACCORDANCE

TH ASTM C-877, OR APPROVED EQUIVALENT, MUST BE PROVIDED AT

NITARY MANHOLE JOINTS.

5. INTERIOR JOINTS SHALL BE "BUTTERED" WITH NON-SHRINK GROUT.

6. STORM MANHOLES SHALL HAVE A WALL THICKNESS OF 6" FOR 5’

AMETER STRUCTURES AND 7" FOR 6’ DIAMETER STRUCTURES

7. SANITARY MANHOLES SHALL PASS VACUUM-TESTING PER ASTM C-1244.

8. SEE CASTING INSTALLATION AND ADJUSTING DETAIL FOR CASTING REQUIREMENTS.

DD

CAST CLOSED LID


STANDARD DETAIL

FOR

SANITARY MANHOLE

FRAME & COVER

DATE: JUNE 2007

(SEAL TITE CONCEALED PICK HOLE)

1) DUCTILE IRON SHALL BE GRADE 60-40-18 AND SHALL BE TESTED IN

ACCORDANCE WITH FEDERAL SPECIFICATIONS.

2) ALL FRAMES AND COVERS SHALL HAVE MACHINED HORIZONTAL AND

VERTICAL BEARING SURFACES. PICK HOLES SHALL NOT CREATE

OPENINGS IN THE COVER.

3) THE MANHOLE COVERS SHALL HAVE RAISED LETTERS AS SHOWN.

4) MINIMUM WEIGHTS FOR CASTINGS AS SHOWN.

5) DIMENSIONS FOR CASTINGS ARE COMPARABLE TO EAST JORDAN 1022-3

OR NEENAH R-1772-CVH.

6) WATERPROOF, BOLTDOWN FRAME AND COVER SHALL BE USED

AS NOTED ON THE PLANS. NEENAH R-1916-F1

OR EAST JORDAN IRON WORKS 1040-ZPT (OR APPROVED EQUAL).

SEAL TITE LID

SEAL TITE CONCEALED PICK HOLE2-1/4"

2-1/2"

5/8" MIN. FOR D.I.

3/4" MIN. FOR C.I.

1-3/8"

1-3/8"

SAN-3

...\SAN-3 (Sanitary Sewer Manhole Frame & Cover).dgn

"VILLAGE OF SHOREWOOD"

SANITARY STAMPED IN LID

2" RAISED LETTERS

SANITARY

VILLAGE

OF

SHOREWOOD

WHEN PLACING FIELD-POURED

INVERT CHANNELS, PACK ANNULAR

SPACES WITH EXTRUDIBLE

PREFORMED PLASTIC GASKET

MATERIAL TO PREVENT INVERT

CONCRETE FROM ENTERING SPACE

BETWEEN PIPE AND FLEXIBLE

BOOT

FLEXIBLE BOOTS MEETING ASTM

C923 CLAMP-ON TYPE

(CAST-IN BOOT SHOWN;

PRESSED-IN BOOT ALSO

PERMITTED)

INVERT CHANNEL

CONCRETE

INSTALL PIPE IN

ACCORDANCE WITH

BOOT MFR’S INST.

OR

CLAMP SECURELY IN ACCORDANCE

WITH BOOT MFR’S INSTRUCTIONS.

USE A MINIMUM OF 2 STAINLESS

STEEL CLAMPS.

FLEXIBLE BOOTS

MEETING ASTM

C923 "A-LOCK"

TYPE

...\san-4 (sanitary pipe connection).dgn


STANDARD DETAIL

FOR

SANITARY MANHOLE PIPE

CONNECTION

DATE: JUNE 2007

SAN-4

FLOW

ALL PIPING SHOWN

SHALL BE DUCTILE

IRON CLASS 52 M.J.

PIPE AND MEGALUG

FITTINGSNO SCALE

FOR INCOMING PIPE

SMALLER THAN 12", USE

VERTICAL PIPE OF SAME

DIAMETER. FOR INCOMING

PIPE 12" TO 18" USE 12"

VERTICAL PIPE. SEE PLANS

FOR PIPES LARGER THAN

18".

8" MIN. CLASS SI

CONC. ENCASEMENT

TO TOP OF BEND

...\san-5 (drop connection).dgn


STANDARD DETAIL

FOR

DROP CONNECTION

DATE: JUNE 2007

SAN-5

SAN-6

...\SAN-6 (Non-Residential Sewer Service).dgn

ROW

~ PUBLIC ROADWAY

EOP PUBLIC ROADWAY

NEW SEWER MANHOLE

FOR SERVICE CONNECTOR

SEWER SERVICE

NEW SEWER

MANHOLE

PRIVATE DEVELOPMENT

(MULTI-TENANT)

CLEANOUT (TYP.)

EXISTING SEWER


STANDARD DETAIL

FOR

NON-RESIDENTIAL

SEWER SERVICE

DATE: JUNE 2007

WYE BRANCH

WYE BRANCH

6" PVC

PROPERTY LINE

30° OR 45° ELBOW

6" SERVICE RISER

1% MIN SLOPE

4"X4" WOOD

MARKER POST,

PAINTED GREEN,

3’-0" ABOVE

FINISHED GRADE,

TO 2’-0" BELOW

FINISHED GRADE

MANUFACTURER’S

PLUG

NOTES:

1. IF f < 45° USE PVC PUSH-ON JOINT WYE, P.V.C. ELBOW, P.V.C.

RISER PIPE & P.V.C. TOP ELBOW.

2. IF f > 45° USE DUCTILE IRON M.J. TEE WITH P.V.C./DUCTILE

TRANSITION GASKET, DUCTILE IRON RISER PIPE AND DUCTILE IRON

TOP ELBOW.

3. ALL PVC PIPE AND FITTINGS SHALL BE ASTM D3034, SDR 26,

WITH ELASTOMERIC GASKET TYPE JOINTS COMPLYING WITH ASTM F477

AND ASTM D3212, OR PRESSURE-RATED PIPE AND FITTINGS PER

ASTM D2241 AS NOTED ON THE PLANS.

4. A MINIMUM DISTANCE OF 3 FT IS REQUIRED BETWEEN 45° BENDS.

5. TRENCH BACKFILL SHALL BE INSTALLED PER SANITARY SEWER

INSTALLATION DETAIL.

2’-0"

10% MAX SLOPE

f VARIES

...\san-7 (residential sewer service).dgn

SAN-7


STANDARD DETAIL

FOR

RESIDENTIAL SEWER SERVICE

DATE: JUNE 2007

NO SCALE

NOTES:

2. MAINS SHALL BE PRESSURE TESTED AT A MINIMUM

PRESSURE OF 150 PSI FOR TWO HOUR WITHOUT PRESSURE

LOSS OR FURTHER PRESSURE APPLICATION. TEST SHALL

BE PERFORMED IN ACCORDANCE WITH AWWA C600 AND

AWWA C603. IF MAINS TO BE TESTED INCLUDE CONCRETE

THRUST BLOCKING, DO NOT BEGIN TEST UNTIL AT LEAST 5

DAYS AFTER THE INSTALLATION OF THE THRUST BLOCKING.

3. AFTER COMPLETING A SATISFACTORY PRESSURE TEST,

SEWER MAIN CONSTRUCTION IN ILLINOIS, LATEST EDITION. ...\wtr-1 (watermain installation).dgn


STANDARD DETAIL

FOR

WATER MAIN INSTALLATION

DATE: JUNE 2007

WTR-1

IDOT CA-7 UNDER

OR WITHIN 5 FEET

HORIZONTALLY OF

PAVEMENT,

SIDEWALK, CURB

& GUTTER OR

DRIVEWAYS, OR

WHERE INDICATED

ON PLANS

IDOT CA-7

BEDDING,

HAUNCHING AND

INITIAL BACKFILL


COMPACTED TO 85%

MODIFIED PROCTOR

MAXIMUM DENSITY,

EXCEPT WHERE CA-7 IS

REQUIRED

DUCTILE IRON WATER MAIN

PER AWWA C151, THICKNESS

CLASS 52 PER AWWA C150,

WITH PUSH-ON JOINTS PER

AWWA C111 WITH SYNTHETIC

RUBBER GASKETS, CEMENT

LINING PER AWWA C104, AND

FITTINGS PER AWWA C110

OR AWWA C153

1. PRESSURE AND LEAKAGE TESTS AND CHLORINATION

SHALL BE COORDINATED WITH VILLAGE UTILITY FOREMAN.

6"

4"

5’-6" M

IN

. C

OV

ER

THE WATER MAIN SHALL BE LEAKAGE TESTED FOR 24 HOURS

AT SYSTEM PRESSURE, IN ACCORDANCE WITH

THE STANDARD SPECIFICATIONS FOR WATER &

UNDISTURBED EARTH

UNDISTURBED EARTH

UNDISTURBED EARTH

UNDISTURBED EARTH

TRENCH WALL (TYP.)

TRENCH WALL (TYP.)

TRENCH WALL (TYP.)

PLANS

SECTION

NO SCALE

NOTES

1. PROVIDE PRECAST OR CAST-IN-PLACE

IDOT CLASS SI CONCRETE THRUST BLOCKS

OF ADEQUATE SIZE AND THRUST

BEARING SURFACE TO PREVENT MOVEMENT

OF PIPELINE UNDER PRESSURE.

3. PLACE THRUST BLOCKING SO THE FITTING

JOINTS WILL BE ACCESSIBLE FOR REPAIR.

2. PLACE THE BASE AND THRUST BEARING

SIDES OF THRUST BLOCK DIRECTLY AGAINST

UNDISTURBED EARTH.

4. ALL FITTINGS SHALL HAVE MECHANICAL JOINTS

WITH MEGA-LUG RETAINER GLANDS BY EBAAIRON, AND DURATRON SAC-NUTS ON 50%

OF ALL BOLTS.

...\WTR\wtr-2 (thrust block).dgn

WTR-2


STANDARD DETAIL

FOR

THRUST BLOCK

INSTALLATIONS

DATE: JUNE 2007

1) VALVE MUST ALIGN WITH THE CENTER OF VAULT OPENINGS.

3) BUTTERFLY VALVES AND PRESSURE TAP VALVES REQUIRE ECCENTRIC CONES.

4) WHEN ADJUSTMENTS ARE NECESSARY, THEY SHALL BE PERFORMED WITH A MAXIMUM OF

TWO (2) PRECAST CONCRETE RINGS SET IN A BED OF PREFORMED NON-HARDENING

PRECAST CONC.

BLOCK SUPPORT

INTEGRAL BOTTOM

SOLID PRECAST

RUBBER BOOT (TYP.)

2’-8"

MASTIC

PREFORMED NON-HARDENING

FINISHED GRADE

TOP OF CASTING

...\WTR\WTR-3 (Valve Vault).dgn

WTR-3


STANDARD DETAIL

FOR

VALVE VAULT

DATE: JUNE 2007

2’

4’

8"

6"

6" 6"

PRECAST CONCRETE MANHOLESECTIONS - ASTM C478

EXTRUDIBLEPREFORMEDPLASTIC GASKET

(TYPICAL ALL

SECTION JOINT)

5’-6

" M

IN

.

CA-7

SEE WTR-5

2) CONES MUST BE CONCENTRIC WITH VALVES 12" AND SMALLER.

MASTIC MATERIAL( CONSEAL CS-102B, OR APPROVED EQUAL) TO A MAXIMUM HEIGHT OF 12".

WATEROUS C-515AFC2500 DUCTILE IRONGATE VALVE WITH STAINLESS STEEL HARDWARE FOR VALVES

UP TO AND INCLUDING 12"

AWWA *C504 (PRESSURE

CLASS 150B) BUTTERFLY

VALVE FOR 16" AND LARGER

6) DURATION SAC-NUTS SHALL BE USED ON 50% OF ALL BOLTS.

7) ALL HARDWARE SHALL BE STAINLESS STEEL.

8) USE 4’-0" DIAMETER FOR WATER MAIN SIZES 8" OR LESS,

USE 5’-0" DIAMETER FOR WATER MAIN SIZES 10" THRU 20",

USE 6’-0" DIAMETER FOR WATER MAIN SIZES GREATER THAN 20".

BUTTERFLY VALVES SHALL:

9) HAVE A CAST IRON BODY, AND BE RUBBER-SEATED, TIGHT-CLOSING TYPE

SUITABLE FOR BURIED SERVICE.

10) HAVE ANSI CLASS 125 STANDARD FLANGE OR VICTAULIC COUPLING ENDS.

11) HAVE VALVE SHAFT OF EITHER 18-8 OR TYPE 304 STAINLESS STEEL,

EXTENDED THROUGH VALVE DISC AND BODY INTO OPERATOR.

12) HAVE A FULLY ENCLOSED, SEALED, GREASE-PACKED INTEGRAL GEARED

MANUAL OPERATOR WITH A 2-INCH SQUARE OPERATING NUT.

5) MANHOLE STEPS SHALL BE AT 16" O.C. COPOLYMER POLYPROPYLENE PLASTIC WITH

CONTINUOUS 12" STEEL REINFORCEMENT BY M.A. INDUSTRIES, INC. OR APPROVED EQUAL.

SEE CASTING

ADJUSTMENT DETAIL

FRAME AND COVER:

EJIW 1050 EX HD , OR

PRECAST CONC.

ADJUSTING RINGS

FOR WATER MAIN SIZES 8" OR LESS,

FOR WATER MAIN SIZES 10" THRU 20",

FOR WATER MAIN SIZES GREATER THAN 20".

NEENAH R-1712

(NO MORE THAN 2 RINGS

OR 12" OF ADJUSTMENT)

PRECAST CONCRETE

ASTM C478

USE 6’-0" DIAMETER

CONC. BOTTOM

6" MIN. CAST-IN-PLACE

PRECAST CONC. OR

MIN.

THRUST BLOCK

CONCRETE

MAIN

EXIST. WATER

MIN

.

GRANULAR BEDDING MATERIAL: CA-7

CONCRETE SUPPORT

FINISHED GRADE

WATER MAIN

NOTES:

1. ECCENTRIC CONE REQUIRED

2. USE 4’-0" DIAMETER

USE 5’-0" DIAMETER

NO SCALE

3. TAPPING OF WATER MAINS SHALL BE DONE ONLY IN THE

PRESENCE OF AN AUTHORIZED VILLAGE REPRESENTATIVE,

AND AFTER 48 HOURS PRIOR NOTICE TO THE VILLAGE.

EXTRUDIBLE PREFORMED

PLASTIC GASKET

(TYPICAL ALL

SECTION JOINTS)

WATEROUS C-515 AFC

2500, DUCTILE

IRON, WITH STAINLESS

STEEL HARDWARE

EXTRUDIBLE PREFORMED

PLASTIC GASKET

RUBBER BOOT

MANHOLE STEPS @ 16"

C. TO C. COPOLYMER

POLYPROPYLENE PLASTIC

W/ CONTINUOUS 1/2"

STEEL REINFORCEMENT

BY M.A. INDUSTRIES,

INC., OR APPROVED

EQUAL

STAINLESS STEEL

TAPPING SLEEVE:

SMITH-BLAIR STYLE

NO. 662

4. DURATION SAC-NUTS SHALL BE USED ON 50% OF

ALL BOLTS.

6"

4"

8"

5’-6

" M

IN

. C

OV

ER

TOP OF CASTING AND LID

SEE WTR-5

...\wtr-4 (pressure connection valve vault).dgn


STANDARD DETAIL

FOR

PRESSURE CONNECTION

VALVE VAULT

DATE: JUNE 2007

WTR-4

MANHOLE SECTIONS:

WATER

DD

CAST CLOSED LID

1) DUCTILE IRON SHALL BE GRADE 60-40-18 AND SHALL BE TESTED IN

ACCORDANCE WITH FEDERAL SPECIFICATIONS.

2) ALL FRAMES AND COVERS SHALL HAVE MACHINED HORIZONTAL AND

VERTICAL BEARING SURFACES. PICK HOLES SHALL NOT CREATE

OPENINGS IN THE COVER.

3) THE MANHOLE COVERS SHALL HAVE RAISED LETTERS AS SHOWN.

4) DIMENSIONS FOR CASTINGS ARE COMPARABLE TO EAST JORDAN 1022-3

5) LIDS AND FRAMES TO MEET AASHTO H-20 LOADING SPECIFICATIONS.

6) ALL CASTINGS SHALL BE SHOP PAINTED WITH ASPHALTIC BASE PAINT.

OR NEENAH R-1772-C.

SEAL TITE LID

SEAL TITE CONCEALED PICK HOLE

2-1/2

" M

IN

.

2-1/2"

2-1/4"

1-3/4"

3/4

" M

in.

5/8" 5/8"

(SEAL TITE CONCEALED PICK HOLE)

5/8" MIN. FOR D.I.

3/4" MIN. FOR C.I.

1-3/8"

1-3/8"

6" DIA.

22-3/4"

2" RAISED LETTERS

"VILLAGE OF SHOREWOOD"

...\WTR-5 (Valve Vault Frame & Cover).dgn


STANDARD DETAIL

FOR

VALVE VAULT

FRAME & COVER

DATE: JUNE 2007

WTR-5

VILLAGE

OF

SHOREWOOD

TYLER "SWIVEL-TEE"

NO SCALE

1 C.Y. (MIN)

BREAK FLANGE

CONCRETE

MECHANICAL JOINT WITH FIELD-LOK

MARKED "WATER"

CAST IRON COVER

18" (MIN.)

26" (MAX.)

CA-7

COVER W/ PLASTIC

5'-6" COVER

VALVE BOX

STABILIZER

OR CLOW MEDALLION

MUELLER

10360

6" AUXILIARY GATE

VALVE: AWWA C-509

BLOCKS

CONCRETE THRUST

BLOCKING

GASKET AND MEGA LUG RESTRAINT

SAFETY RED.

4. HYDRANT SHALL BE PAINTED ACE BRAND RUST STOP

HYDRANT DRAIN HOLE IS NOT OBSTRUCTED.

3. THRUST BLOCKING SHALL BE CONSTRUCTED SO

AND BONNET SHALL BE STAINLESS STEEL.

2. ALL BOLTS & NUTS ON AUXILIARY VALVE SEAL PLATE

SHALL BE STAINLESS STEEL.

1. ALL BOLTS & NUTS BELOW GRADE ON FIRE HYDRANT

NOTES:

$FILEABBREV$

WTR-6

(FLANGED JOINT NOT PERMITTED)

MECHANICAL JOINT


FIRE HYDRANT

FOR

STANDARD DETAIL


5CD250EAST JORDAN

MIN.

NO SCALE

SECTION

PLAN

WATER MAIN

HORIZONTAL OFFSET

FIN. GRADE

PR

OP

ER

TY

LIN

E

CURB STOP:

SERVICE PIPE: ASTM B88,

(ONE PIECE OF PIPE - NO SPLICES)

VARIABLE

SERVICE BOX:

MUELLER, P-25155

MUELLER H-10300

TYPE K,

COMPRESSION

FITTINGS

WATER MAIN

CORPORATION STOP:

MUELLER, H-15013

PRECAST CONCRETE BLOCK45°

WATER MAIN INSTALLATION DETAIL.

1. TRENCH BACKFILL SHALL BE INSTALLED PER

NOTES:

2. PLACE AND HAND-TAMP AT LEAST 1/4 CUBIC

YARDS OF SAND AROUND CORPORATION STOP.

SHALL BE 18 INCHES.

3. MINIMUM DISTANCE BETWEEN SERVICE TAPS

WITH STATIONARY

EXTENSION ROD

6"

5'-

0"

MIN.

45°

10"

22"

10"

$FILEABBREV$

WTR-7

7. SEE DETAIL MSC-3 FOR SERVICE LATERAL LOCATIONS.

CLOSED AT THE CORP STOP AND RE-TAPPED.6. ALL SERVICES TO BE ABANDONED OR RELOCATED SHALL BE

5. SERVICES SHALL NOT BE LOCATED WITHIN DRIVEWAYS.

1'

DATE: MARCH 2017

RESIDENTIAL WATER SERVICE

FOR

STANDARD DETAIL


4. MINIMUM RESIDENTIAL SERVICE DIAMETER SHALL BE 1".

LOCK PIN

REMOVABLE LOCKABLE UPPER

HOUSING (MOLDED)

BOTTOM MOLDED

HOUSING

BRASS ELBOW

COPPER TUBING

PVC NIPPLE

VALVE STEM

WELDED STOP LOCKS

PVC NIPPLE

FLARED CORPORATION

ASTM 88, TYPE K,

FLARED FITTINGS

(ONE PIECE OF PIPE)

3/4" SERVICE PIPE:

FLARED CURB STOP WITH

45°

FORD OR McDONALD

VALVE: MUELLER,

STOP WITH PLUG

SERVICE BOX:

VARIABLE

STEEL ANCHOR POST

16" M

INIM

UM

22

" M

AX

IMU

M

FINISHED GRADE

...\WTR-8 (Water Sampling Station).dgn

WTR-8

RETAINING WASHER

STAINLESS STEEL ANCHOR

BOLTS AND NUTS

BRONZE BALL VALVE

W/ CHROME PLATED BALL

BRASS PET COCK

PUMP CONNECTOR

(COPPER TUBING)

BRASS WATER NOZZLE

(NON-THREADED)

OPERATING HANDLE (OFF-ON)

PRECAST CONCRETE BLOCK

WATER MAIN

1) SAMPLING STATION SHALL BE GIL INDUSTRIES

MODEL EH101-50 OR APPROVED EQUAL.

2) LOCATION OF SAMPLING STATION SHALL BE

DETERMINED DURING FINAL ENGINEERING OF THE

PROPOSED DEVELOPMENT.

3) CONTRACTOR SHALL HAVE SAMPLING STATION

STAKED FOR LOCATION AND ELEVATION AND APPROVED

BY THE VILLAGE PRIOR TO INSTALLATION.


STANDARD DETAIL

FOR

WATER SAMPLING STATION

DATE: JUNE 2007

MUELLER H-10300, OR

McDONALD 5614

BALL VALVE AND MINNEAPOLIS PATTERN:

MUELLER OR McDONALD

HANDHOLE

POSITION

TRAFFIC

FLOW

POLE SHAFT

90%%d

DECORATIVE

ARM

STANDARD DETAIL

FOR

ELE-1

VILLAGE OF SHOREWOOD3. UPON FINAL ACCEPTANCE OF PUBLIC LIGHTING

IMPROVEMENTS BY THE VILLAGE,

DEVELOPER/CONTRACTOR SHALL PROVIDE

A NON-REFUNDABLE CASH DEPOSIT

EQUIVALENT TO 10% OF THE TOTAL

CONSTRUCTION COST OF THE LIGHT POLE

STANDARDS AND FIXTURES FOR FUTURE

VILLAGE LIGHTING MAINTENANCE PURPOSES.

NOTE:

2. DIRECT CONNECTED LIGHT POLES SHALL BE

PROVIDED WITH 120V BUTTON-TYPE

PHOTOELECTRIC CELL.

1. LIGHT POLE ASSEMBLY SHALL BE SUN VALLEY

DETAIL NO. CS-4092 REV. 9, OR APPROVED EQUAL.

ORNAMENTAL TYPE

LIGHT POLE

SHEET 1 OF 2

DATE: MARCH 20094. SEE SHEET 2 OF 2 FOR SPECIFICATIONS.

TWIN ASSEMBLY

BOLT

15" DIA.

CIRCLE

ABOVE GRADE

ANCHOR RING 1"NOM.

20"

NOM.

32"

SLEEVE

PROVIDED

ANCHOR RING 1"

ABOVE GRADE

20"NOM.

32"NOM.

48"

36"

30"

33"

18’-0"

16’-0"

INTERNAL

HAND

HOLE

18’-0"

SINGLE ASSEMBLY

N:\Shorewood\CONSTRUCTION STANDARDS\STANDARD DETAILS\ELE\ele-1 (Ornamental Light Pole).dgn

OPTICS: SEGMENTED REFLECTOR AND CLEAR ACRYLIC DIFFUSER.

TWIN ASSEMBLY-TYPE III (ASYMMETRIC) LIGHT DISTRIBUTION.

SINGLE ASSEMBLY-TYPE III (ASYMMETRIC) LIGHT DISTRIBUTION.

LAMP HOLDER: MOGUL BASE, PORCELAIN.

BALLAST: H.P.F./C.W.A. AUTOTRANSFORMER,-20^ STARTING TEMPERATURE.

(MULTI-TAP VOLTAGE, WIRED FOR 120V.)

ARM: DURABLE CORROSION RESISTANT, CAST, AND EXTRUDED

ALUMINUM CONSTRUCTION.

BASE: ONE PIECE CORROSION RESISTANT, DURABLE CAST ALUMINUM

CONSTRUCTION. MINIMUM .210 WALL THICKNESS, BASE CONSISTS

OF A SMOOTH, TAPERED BOTTOM SECTION, AND A HIGHLY DETAILED,

DECORATIVE FLUTED SECTION, A DECORATIVE CAST ALUMINUM

COLLAR AND FLUTED HAND HOLE COVER CONTOURED TO BASE DESIGN.

HAND HOLE COVER SUPPLIED WITH TAMPER RESISITANT HARDWARE.

GROUNDING LUG PROVIDED INSIDE BASE OPPOSITE HAND HOLE.

ANCHORAGE: (4) 1"X36" FULLY GALVANIZED ANCHOR BOLTS. EACH BOLT

SUPPLIED WITH TWO NUTS AND TWO WASHERS.

LUMINAIRE: HOUSING AND DOOR FRAME-HEAVY WALL CAST

ALUMINUM CONSTRUCTION WITH REMOVABLE BALLAST

TRAY FOR EASY BALLAST ACCESS. REFLECTOR-HEAVY

WALL ALUMINUM CONSTRUCTION.

SPECIFICATIONS:

ELE-1

2. POLE ASSEMBLY RATED FOR 90 M.P.H. SUSTAINED WIND

LOADS PLUS 1.3 WIND GUST.

NOTE: 1. HAND HOLE COVER TO READ "VILLAGE OF SHOREWOOD".

3. OPTIONS:

- SPEAKER BRACKET

- BANNER ARMS (ROTATABLE OR FIXED) SPECIFY.

- FLAG HOLDER (ROTATABLE OR FIXED) SPECIFY.

- GFI

STANDARD DETAIL

FOR


ORNAMENTAL TYPE

LIGHT POLE

SHEET 2 OF 2

DATE: MARCH 2009

SHAFT: 16 FLUTES TAPERED ALUMINUM SHAFT (.188 WALL THICK.)

HAS 7" BUTT TAPERING TO 4.5" TOP. SHAFT PROVIDED WITH

INTERNAL REINFORCING SLEEVE FOR GREATER STRUCTURAL

SUPPORT. SLEEVE AND SHAFT WELDED TO BASE.

N:\Shorewood\CONSTRUCTION STANDARDS\STANDARD DETAILS\ELE\ele-1 (Ornamental Light Pole).dgn

LAMP: 150 W. H.P.S.- PUBLIC STREET

250 W. H.P.S. - COMMERCIAL APPLICATION

FINISH: ELECTROSTATICALLY APPLIED BAKED ON TEXTURED ACRYLIC

ENAMEL-HIGH GLOSS (COLOR: BLACK).

HANDHOLE

POSITION

TRAFFIC

FLOW

POLE SHAFT

90%%d

DECORATIVE

ARM

STANDARD DETAIL

FOR

VILLAGE OF SHOREWOOD3. UPON FINAL ACCEPTANCE OF PUBLIC LIGHTING








NOTE:



PHOTOELECTRIC CELL.



DATE: MARCH 2009

4. SEE SHEET 2 OF 2 FOR SPECIFICATIONS.

ELE-1A

BOLT CIRCLE

12" DIA.

HAND

HOLE

ABOVE RING 1"ANCHOR

GRADE

NOM.

17"

NOM.

25"

10’-0"

31"

22"

42"

N:\Shorewood\CONSTRUCTION STANDARDS\STANDARD DETAILS\ELE\ele-1A (Ped Level Ornamental Light Pole).dgn

26 1/2 "

10’-11 1/2 "

PEDESTRIAN SCALE (10’)

ORNAMENTAL TYPE

LIGHT POLE

SHEET 1 OF 2

LAMP HOLDER: MEDIUM BASE PORCELAIN.

SPECIFICATIONS:

ELE-1A




3. OPTIONS:

- SPEAKER BRACKET



- GFI


ORNAMENTAL TYPE

LIGHT POLE

SHEET 2 OF 2

DATE: MARCH 2009

FIXTURE: HOUSING - HEAVY WALL CAST ALUMINUM CONSTRUCTION.

LUMINAIRE SUPPLIED WITH AN ALUMINUM HOOD, A DECORATIVE

GASKETED HINGED CAGE AND A CAST ALUMINUM FITTER.

OPTICS: PRECISELY DESIGNED UPPER BOROSILICATE PRISMATIC

GLASS REFLECTOR REDIRECTS UPWARD LIGHT DOWNWORD

TOWARD THE PRECISELY DESIGNED PRISM STRUCTURE OF

THE LOWER BOROSILICATE GLASS REFRACTOR TO PROVIDE

A TYPE III (ASYMMETRIC) LIGHT DISTRIBUTION.


(MULTI-TAP VOLTAGE)

SHAFT: 4" DIA. EXTRUDED FROM 6063 ALLOY ALUMINUM. HEAT TREATED

TO PRODUCE A T6 TEMPER. WALL THICKNESS .188 MINIMUM. DECORATIVE

SHAFT HAS EVENLY SPACED HIGHLY DETAILED RAISED VERTICAL

FLUTES EXTENDING THE ENTIRE LENGTH OF THE SHAFT. SHAFT IS

CIRCUMFERENTIALLY WELDED TO BASE.


CONSTRUCTION. MINIMUM .210 WALL THICKNESS, BASE CONSISTS



COLLAR AND A FLUTED HAND HOLE COVER CONTOURED TO BASE DESIGN.



ANCHORAGE: (4) 3/4 "X18" FULLY GALVANIZED ANCHOR BOLTS. EACH BOLT


N:\Shorewood\CONSTRUCTION STANDARDS\STANDARD DETAILS\ELE\ele-1A (Ped Level Ornamental Light Pole).dgn

LAMP: 70 W. H.P.S.

STANDARD DETAIL

FOR

PEDESTRIAN SCALE (10’)

FINISH: POLYESTER POWDER COAT - HIGH GLOSS (COLOR: BLACK)

ELE-2

STANDARD DETAIL

FOR


3. UPON FINAL ACCEPTANCE OF PUBLIC LIGHTING








NOTE:



PHOTOELECTRIC CELL.

4. SEE SHEET 2 OF 2 FOR SPECIFICATIONS. DATE: MARCH 2009

PEDESTRIAN SCALE

SYMMETRICAL

ORNAMENTAL TYPE

LIGHT POLESHEET 1 OF 2

33"

23"

10’-0"

17"NOM.

25"NOM.

ANCHORRING 1"ABOVEGRADE

12" DIA.BOLTCIRCLE

HANDHOLE



N:\Shorewood\CONSTRUCTION STANDARDS\STANDARD DETAILS\ELE\ele-2 (Ped Symmetrical Ornamental Light Pole).dgn

STANDARD DETAIL

FOR


DATE: MARCH 2009

PEDESTRIAN SCALE

SYMMETRICAL

ORNAMENTAL TYPE

LIGHT POLE

SHEET 2 OF 2

ELE-2

LAMP HOLDER: MEDIUM BASE, PORCELAIN.


(MULTI-TAP VOLTAGE, SPECIFY VOLTAGE)


CONSTRUCTION. MINIMUM .210 WALL THICKNESS. BASE CONSISTS



COLLAR AND FLUTED HAND HOLE COVER CONTOURED TO BASE DESIGN.



SPECIFICATIONS:




3. OPTIONS:

- SPEAKER BRACKET



- GFI

SHAFT: 16 FLUTES TAPERED ALUMINUM SHAFT (.188 WALL THICK.)

HAS 6" BUTT TAPERING TO 4.6" TOP. SHAFT PROVIDED WITH

INTERNAL REINFORCING SLEEVE FOR GREATER STRUCTURAL

SUPPORT. SLEEVE AND SHAFT WELDED TO BASE.

LUMINAIRE: DURABLE CORROSION RESISTANT CAST ALUMINUM. HOUSING

TOP HINGES FOR EASY RE-LAMPING. LUMINAIRE SUPPLIED WITH

CLEAR ACRYLIC DIFFUSER.

OPTICS: SEGMENTED HORIZONTAL REFLECTOR COMBINES WITH CLEAR

ACRYLIC DIFFUSER TO PRODUCE TYPE III (ASYMMETRIC) LIGHT

DISTRIBUTION.

ANCHORAGE: (4) 3/4 "X24" FULLY GALVANIZED ANCHOR BOLTS. EACH BOLT


N:\Shorewood\CONSTRUCTION STANDARDS\STANDARD DETAILS\ELE\ele-2 (Ped Symmetrical Ornamental Light Pole).dgn

LAMP: 70 W. H.P.S.

FINISH: POLYESTER POWDER COAT - HIGH GLOSS (COLOR: BLACK)

1

2

3

4

5

6

7

PHASE CONDUCTOR

GROUND CONDUCTOR

8

NEUTRAL CONDUCTOR

9

TO 240 VOLT

ROADWAY

LUMINAIRE

(NOTE 2)

1 CONNECTOR KIT METHOD

WITH 6A FUSES INSIDE A

TWO POLE FUSE HOLDER

AND INSULATING BOOTS

2 NO. 10 A.W.G. THWN WIRE

3 MULTIPLE COMPRESSION

FITTINGS (SPLICE)

4 CONCRETE FOUNDATION

5 WIRE AS SHOWN ON PLANS

6 UNIT DUCT IN PVC RACEWAY

7 POLE GROUND LUG

8 #6 GROUND WIRE MECHANICALLY

CLAMPED TO GROUND ROD

9 5/8 " DIA.x10’ GROUND ROD

NOTES:

1. TWIN HEADED LIGHT POLES HAVE SEPARATE FUSING & CIRCUIT

FOR SECOND FIXTURE.

2. DIRECT CONNECTED LIGHT POLES HAVE 120 VOLT LUMINAIRES.

ELE-5

DATE: JULY 2007

STANDARD DETAIL

FOR


LIGHT POLE HANDHOLE

WIRING DIAGRAM

COMMISSION TYPE COPPER

SLEEVE (SIZED FOR ACTUAL

NUMBER OF CABLES AND MFG.

SUGGESTED CRIMP TOOL USED)

SEALANT TAPE OR INSERT

(AROUND AND THROUGH

CROTCH SPACE)

EXPOSED SEALANT

TRIMMED CABLES

HEAT-SHRINKABLE CAP WITH

FACTORY APPLIED

WATERPROOF SEALANT,

(SIZED TO ACCOMMODATE

NUMBER OF CABLES)

ELECTRIC CABLES IN

CONDUIT (SIZE &

NUMBER AS NOTED ON

CONTRACT DRAWINGS)

#10 AWG ELECTRIC CABLE

TO LUMINAIRE

ELE-6

DATE: JULY 2007

STANDARD DETAIL

FOR


SPLICING ELECTRIC CABLES

TRENCH BACKFILL

RED WARNING TAPE

6" WIDE

~ OF TRENCH

30" M

INIM

UM

12" MAXIMUM WIDTH

EXCEPT AS APPROVED

BY THE VILLAGE

TRENCH CROSS SECTION

R.O.W. R.O.W.

STREET CROSSING

1 CONDUIT SHALL BE HEAVY WALL RGS CONDUIT.

2 CONDUIT SHALL EXTEND A MINIMUM OF 2 FT. BEYOND BACK OF CURB.

3 CONDUIT SHALL BE A MINIMUM OF 30" BELOW CURB BOTTOM.

VARIABLE

MIN

30"

RGS CONDUIT

MIN. 2’ MIN. 2’

CONDUIT/DUCT SIZES

AS SHOWN ON PLANS

ELE-7

DATE: JULY 2007

STANDARD DETAIL

FOR


CONDUIT INSTALLATION

PHASE CONDUCTOR

GROUND CONDUCTOR

NEUTRAL CONDUCTOR

58

"

13"

12"

60A-120V CIRCUIT

BREAKER, 22K AIC

NEUTRAL/GROUND

BUS

TO STREET

LIGHT

1/C #6, 1/C #6

NEUTRAL &

1/C #6 GROUND

1/C #6 & 1/C #6

NEUTRAL

#8 AWG GROUND

WIRE

NEMA 3R PEDESTAL

ENCLOSURE, MILBANK

MODEL #U4329-0

SEE NOTE 1

NOTE 2

COM ED TRANSFORMER/

PEDESTAL

3/4 "x10’ COPPER

CLAD GROUND ROD

W/ MECHANICAL

CONNECTION

1.

2.

3.

4.

5.

6.

7.

1" SCH 40 HDPE

CONDUIT (NOTE 7)

GENERAL NOTES:

DISCONNECT ENCLOSURE SHALL BE LOCATED A MINIMUM OF 10’ FROM COM ED

TRANSFORMER/PEDESTAL.

INSTALL CONDUIT TO WITHIN 3’ FROM COM ED TRANSFORMER/PEDESTAL WITH SUFFICIENT

CABLE/DUCT COILED UP. CONNECTION BY COM ED.

UNDERGROUND CONDUIT SHALL BE INSTALLED IN EASEMENTS OR RIGHT-OF-WAY ONLY. CONTRACTOR

SHALL SUBMIT A WIRING DIAGRAM TO THE VILLAGE FOR REVIEW AND APPROVAL PRIOR TO

CONSTRUCTION, AND SHALL SUBMIT AN AS-BUILT CONDUIT PLAN AFTER CONSTRUCTION.

PROVIDE GROUND RODS AT SERVICE DISCONNECT AND AT EACH LUMINAIRE AS SHOWN.

PROVIDE EQUIPMENT GROUNDING CONDUCTOR IN RUN(S) TO LUMINAIRE(S) PER NEC.

SPLICE CONDUCTORS IN POLE BASE(S) USING COMPRESSION SLEEVES PER VILLAGE

OF SHOREWOOD STANDARD DETAIL.

PROVIDE DUAL IN-LINE FUSEHOLDERS WITH 6A TIME-LAG FUSES IN POLE BASE(S)

FOR EACH LUMINAIRE. USE THWN-#10 STRANDED COPPER WIRE IN POLE(S) FROM

HANDHOLE TO THE LUMINAIRE(S).

USE PVC SCH 80 CONDUIT FOR ALL INSTALLATION WITHIN RIGHT-OF-WAYS.

ELE-8

DATE: JULY 2007

STANDARD DETAIL

FOR


DIRECT CONNECTED STREET

LIGHT SERVICE DISCONNECT

FURNISHED BY

CONTRACTOR

INSTALLED BY

C.E. CO.

FURNISHED &

INSTALLED

CONTRACTOR10’

BY

C.E

. C

O.

HE

IGH

T A

S R

EQ

’D

5/8"x10’ COPPERWELD GROUND

ROD W/ #4 AWG SOLID COPPER

GROUND WIRE ATTACHED W/

CLAMPS, LISTED FOR DIRECT

BURIAL SERVICE

GRADE LINE

MIN

.

10’-2" GALV. CONDUIT

2 HOLE STRAPS, AS

REQUIRED

2" RIGID GLAVANIZED

STEEL (RGS) ELBOW

CONTRACTOR TO INSTALL

SUFFICIENT CABLE SLACK

TO REACH COM ED

SECONDARY/TRANSFORMER

WITHOUT SPLICING

30

"

COM ED WOOD UTILITY POLE

(NOTE 3)

COM ED TO INSTALL

FROM 10 FT. ABOVE

GRADE AND UP

2" RGS CONDUIT TO

LIGHTING CONTROLLER

NOTES:

1. ALL WORK SHALL CONFORM TO COM ED’S BOOK OF "INFORMATION

AND REQUIREMENTS FOR THE SUPPLY OF ELECTRIC SERVICE."

2. CONTRACTOR TO PROVIDE CONDUIT BUSHING AND SEALING

COMPOUND.

ELE-9

DATE: JULY 2007

STANDARD DETAIL

FOR


COM ED OVERHEAD

CONNECTION FOR

LIGHTING CONTROLLER

CABINET OUTLINE

PHASE CONDUCTOR

NEUTRAL CONDUCTOR

GROUND CONDUCTOR

N.O.

N.C.

AUTOHAND

OFF

A B C D

BRANCH CIRCUIT WIRING,

MINIMUM (4/C #6 & 1/C #6 GND

IN 1 1/4 " UNIT DUCT), TYP.

LATCHING

CONTACT

CLEARING

CONTACT

SPARE

NEUTRAL

BUS

#6 TYP.

METER TO BE SUPPLIED

BY LOCAL UTILITY

COMPANY

100A-120/240V, 1},

3 WIRE, 60 HZ SERVICE

1/C NO. 2

NEUTRAL

GROUND

BUS

NO. 6

BONDING

JUMPER

10 13 17

14

3129

1

9

11

7

2

5

15

6

8

9

9

4

16

NO. 6 COPPER

WIRE TO

GROUND FIELD

PHOTOCELL MOUNTED

IN CABINET OVERHANG

DATE: JULY 2007

STANDARD DETAIL

FOR


LIGHTING CONTROLLER

SHEET 1 OF 4

ELE-10A

ITEM

10 SERVICE CABLES

12 CONTROL WIRE

11 LAMPHOLDER WIRE

1 MAIN CIRCUIT BREAKER

4 AUXILIARY RELAY

20 AMPERE, 1P, 120V RATING, 22K AIC


13 SURGE ARRESTOR

7 CONTACTOR

15 DOOR SWITCH

SPECIFICATION

SIEMENS NO. ED41B020



MARATHON

N/A

N/A

N/A

SQUARE D NO. SDSA 1175

SQUARE D NO. 9001 KYK 111


OMRON NO. A-20GQ-K

3-600V XLP NO. 12


MFG/MODEL NO. OR EQUAL

RECEPT: LEVITON NO. 8899,

BOX: APPLETON NO. WSM150

COVER: APPLETON NO. WHG1

RAB NO. VX100DG

SQUARE D NO. 8903SQO10V02100 AMPERE, 2P, 120V COIL, MECH HELD

120 V OPERATED DPDT 60 HZ COIL 600V

2 N.O. & 2 N.C. CONTACTS

17 PHOTOCELL

2 LAMPHOLDER CIRCUIT

BREAKER

5 CABINET RECEPTACLE

AND BOX

6 CABINET LIGHT & BOX

8 BRANCH LINE CIRCUIT

BREAKERS

9 POWER DISTRIBUTION

BLOCK

14 PHOTOELECTRIC

CONTROL WIRE

16 HAND-AUTO-OFF

CONTROL SWITCH

20A, 3 POS. MTD IN CAST

ALUM. ENCLOSURE

20A/120V, DOOR MOUNTED SNAP

ACTION TYPE PLUNGER SWITCH

120V, MTD. ON CABINET, DELAY TYPE,

SPST-NC

FISHER PIERCE NO.

FPFA-105M-120V

COMMERCIAL GRADE GFCI 20A/120V,

MOUNTED IN A WEATHERPROOF CAST

ALUMINUM SINGLE GANG BOX WITH

WEATHERPROOF COVER

120V WEATHERPROOF LAMPHOLDER

MOUNTED IN A CAST ALUMINUM

BOX & EXT. GRADE 100W LAMP

MAGNECRAFT NO.

389FXBXC1-120A

5-30 AMPERE, 2P, 240V RATING, 22K AIC

3 PHOTOELECTRIC CONTROL

CIRCUIT BREAKER

600 VOLT, INSULATED, SIZE AS

REQUIRED

2-600V MTW NO. 12

2-600V MTW NO. 12

3-600V (XLP-TYPE USE) NO. 2

10 K AMPERE RATING

3-600V MTW NO. 12

DATE: JULY 2007

STANDARD DETAIL

FOR


LIGHTING CONTROLLER

SHEET 2 OF 4

ELE-10B

NOTESCABINETS SHALL BE FABRICATED FROM 0.125-INCH SHEET TYPE 5052-H32 ALUMINUM, FORMED

AND ARC WELDED ASSEMBLY.

ALL SCREWS AND HARDWARE SHALL BE PLATED, GALVANIZED, OR MADE OF BRASS, ALUMINUM

OR STAINLESS STEEL.

NAME PLATE SHALL HAVE ENGRAVED 0.75-INCH HIGH LETTERS FILLED IN BLACK: "STREET

LIGHTING."

CABINET SHALL BE PRIMED AND PAINTED AS SPECIFIED. FINISH COAT SHALL BE

RAL6005 GREEN POWDER PAINT.

ELECTRIC UTILITY METER BOX SHALL BE MOUNTED ON THE SIDE OF CONTROL CABINET

AS SHOWN ON THE PANEL LAYOUT DIAGRAM.

THE COMPLETED CONTROLLER WITH ALL OF ITS COMPONENTS SHALL BE UL LISTED AS

AN "ENCLOSED INDUSTRIAL CONTROL PANEL UNDER UL508A.

METAL MOUNTING PANEL SHALL BE #10 GAUGE GALVANIZED SHEET STEEL FLANGED

BACK 0.75-INCHES ID ON 4 SIDES.

CIRCUIT BREAKERS, CONTACTORS AND OTHER COMPONENTS SHALL BE MOUNTED ON

0.125-INCH THICK GLASTIC INSULATION BACK PANEL.

ALL DEVICES SHALL BE FRONT REMOVABLE.

BUS BAR SHALL HAVE 22 LUG TERMINALS SIZED TO ACCOMMODATE REQUIRED WIRE

SIZES. NEUTRAL BUS SHALL BE PAINTED WHITE. GROUND BUS SHALL BE PAINTED GREEN.

ALL LUGS SHALL BE COPPER SCREWS AND CONNECTORS, SPRING HELD.

ALL WIRING TERMINATIONS SHALL BE RATED NOT LESS THAN 75 DEGREE CENTIGRADE.

ALL CONTROL WIRING SHALL BE 600V MACHINE TOOL WIRE TYPE MTW.

ALL POWER WIRING SHALL BE 600V TYPE RHH/RHW.

A LAMINATED COPY OF THE CIRCUIT SCHEMATIC DIAGRAM SHALL BE ATTACHED TO

THE INSIDE OF THE CONTROLLER.

ALL 120 VOLT SYSTEM AND ALL CONTROL WIRING SHALL BE #12 AWG STRANDED UNLESS

OTHERWISE INDICATED.

ALL WIRING SHALL BE NEATLY DRESSED AND SUPPORTED.

CONNECTION OF SURGE ARRESTOR TO LINE SIDE OF MAIN CIRCUIT BREAKER SHALL

NOT BE "DOUBLE LUGGED."

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

DATE: JULY 2007

STANDARD DETAIL

FOR


LIGHTING CONTROLLER

SHEET 3 OF 4

ELE-10C

10’-0"

TY

P. E

A. L

EG

GROUND FIELD DETAIL (TYP.)

12"x12" GREEN POLYMER CONCRETE

ACCESS WELL WITH "GROUND" LOGO

EMBOSSED IN COVER, TYP. OF 3

GROUND LINE

NAME

PLATE

4"

CABINET DOOR SHALL

FACE AWAY FROM

ROADWAY

1" CHAMFER

LOUVERED DOOR WITH

FILTER AND SCREEN

CABINET SHALL HAVE

CORBIN LOCK AND

ALSO BE PADLOCKABLE

ENDS OF CONDUITS TO

BE SEALED TO PREVENT

ENTRANCE OF MOISTURE

TRAFFIC BOX ENCLOSURE

ARRANGED FOR MOUNTING

ON CONCRETE FOUNDATION

COM ED

SERVICE

METER

SIZE OF CONCRETE PAD

WHERE NO SIDEWALK

EXISTS-24"x30"x5"

COMPACTED

SAND BASE

3/4 "x10’ COPPERWELD

GROUND ROD, TYP. SEE

GROUND FIELD DETAIL

THIS SHEET

UNDISTURBED GROUNDCONCRETE

FOUNDATION

1/2 " DIA. x 12"

ANCHOR BOLTS

VENT IN OVERHANG WITH

SCREEN

4’-6"

2’-6"

TYPE IV ALUMINUM FABRICATED,

NEMA 3R ENCLOSURE FACTORY

PAINTED GREEN WITH SLOPED

TOP AND SHIELD. CABINET SHALL

BE MANUFACTURED BY SOUTHERN

MFG (DIV OF ACCORD INDUSTRIES)

AND AS COMPACT AS POSSIBLE

6 #4 VERTICAL

PLACED

#4 @ 12" TIES

BUSHING

3" PVC RACEWAYS.

CONTRACTOR TO

COORDINATE,

NUMBER AND

ORIENTATION

(PROVIDE 2 SPARES)

LIGHTING CONTROLLER CABINET & FOUNDATION

3/4 " X 10’ COPPERCLAD

GROUND ROD MIN. 1’-0"

BELOW GRADE (TYP.)

EXOTHERMIC WELD, TYP.)

NO. 6 COPPER

GROUND WIRE

(TYP. EACH LEG)

NO. 6 COPPER

GROUND WIRE TO

LIGHTING CONTROLLER

GROUND BUS

STEEL PLATE LETTERING

3/4 " SIZE W/ "STREET

LIGHTING" ENGRAVED ON

CORROSIVE RESISTANT

PLATE

2" RGS SERVICE

CONDUIT TO COM ED

POLE OR TRANSFORMER

DATE: JULY 2007

STANDARD DETAIL

FOR


LIGHTING CONTROLLER

SHEET 4 OF 4

ELE-10D

...\SGN\sgn-1 (sign standards).dgn

SGN-1


STANDARD DETAIL

FOR

SIGN STANDARDS

SHEET 1 OF 2

DATE: JUNE 2007

1. SIGN POSTS

A. ALL SIGN POSTS SHALL BE MADE OF A SQUARE TWO PIECE UNISTRUT TELESPAR AND

SHALL BE 12-GAUGE HOT DIPPED GALVANIZED STEEL.

B. THE BASE POST SHALL BE A MINIMUM OF 36 INCHES IN LENGTH AND SHALL MEASURE A

MINIMUM OF 2 INCHES O.D. SQUARE.THE SIGN POST LENGTH SHALL VARY DEPENDING ON

THE SIGN IN ORDER TO MAINTAIN A DISTANCE OF A MINIMUM OF 7 FEET FROM GRADE TO

THE BOTTOM OF THE SIGN AND SHALL MEASURE A MINIMUM OF 1 3/4 INCHES O.D. SQUARE.

C. THE BASE POST SHALL BE DRIVEN PLUMB INTO UNDISTURBED SOIL WITH A MAXIMUM OF

3 INCHES ABOVE GRADE.THE TOP OF THE POST SHALL NOT BE DISTORTED OR DAMAGED

FROM DRIVING IT INTO THE SOIL.

D. THE ASSEMBLY SHALL BE SECURED WITH A GALVANIZED OR EQUAL BOLT, FLAT WASHER, AND

LOCK NUT.THE END OF BOLT IS TO BE PEENED OVER SO THE LOCK NUT CANNOT BE REMOVED.

2. SIGNS

A. STREET NAME SIGN BLADES SHALL BE 9-INCH WIDE EXTRUDED ALUMINUM WITH WHITE

DIAMOND GRADE SHEETING. STREET NAMES SHALL BE MADE OF 6 INCH SERIES "B"

LETTERS.THE STREET DESIGNATION SUFFIX SHALL BE MADE OF 3 INCH SERIES "B"

LETTERS.THE LETTERS SHALL BE PLACED STRAIGHT AND EVENLY SPACED.

B. THE BASE COLOR SHALL BE DIAMOND GRADE WHITE WITH GREEN E.C. FILM LETTERING

AND SHALL VARY IN LENGTH ACCORDING TO THE STREET NAME.THE VILLAGE OF

SHOREWOOD LOGO SHALL BE ON THE LEFT SIDE OF THE SIGN AND SHALL BEGIN 3

INCHES FROM THE END OF THE BLADE.THE LETTERING SHALL BEGIN 2 INCHES FROM

THE LOGO AND END 3 INCHES FROM THE END OF THE BLADE.

C. STOP SIGNS (R1-1) SHALL BE 30-INCH WITH DIAMOND GRADE VIP SHEETING.

THE"ALL WAY" PLACARD (R1-4) SHALL BE APPLIED TO ALL STOP SIGNS AT ALL WAY STOP

INTERSECTIONS.

D. STOP SIGNS (R1-1) SHALL BE 36-INCH WITH DIAMOND GRADE VIP SHEETING AT

ALL INTERSECTIONS WITH U.S. ROUTE 52 AND ILLINOIS ROUTE 59.

E. YIELD SIGNS (R1-2) SHALL BE 36-INCH WITH DIAMOND GRADE VIP SHEETING.

F. SPEED LIMIT SIGNS FOR LOCAL ROADS SHALL HAVE BLACK LETTERING AND BORDERS ON A

WHITE BACKGROUND WITH DIAMOND GRADE VIP SHEETING.

1. SPEED LIMIT SIGNS FOR LOCAL ROADS SHALL BE 24-INCH X 36-INCH WITH

"RESIDENTIAL" "25 MPH" "UNLESS OTHERWISE POSTED" TEXT.

2. SPEED LIMIT SIGNS (R2-1) FOR COLLECTOR STREETS SHALL BE 24-INCH X 30-INCH.

...\sgn-1a (sign standards).dgn

SGN-1


STANDARD DETAIL

FOR

SIGN STANDARDS

SHEET 2 OF 2

DATE: JUNE 2007

G. WEIGHT LIMIT - 5 TONS (R12-1) SIGNS SHALL HAVE BLACK LETTERING AND

BORDERS ON A WHITE BACKGROUND AND SHALL BE 24-INCH X 30-INCH WITH

DIAMOND GRADE VIP SHEETING.

H. SPRINKLING RESTRICTION SIGNS SHALL HAVE BLACK LETTERING AND BORDERS

ON A WHITE BACKGROUND AND SHALL BE 24-INCH X 30-INCH WITH DIAMOND GRADE

VIP SHEETING WITH "SPRINKLING ALLOWED" "6AM TO 10AM" "6PM TO 10PM"

"ODD/EVEN" TEXT.

I. NO PARKING ON VILLAGE STREETS AFTER 2 INCH SNOWFALL SINGS SHALL HAVE

RED LETTERING AND BORDERS ON A WHITE BACKGROUND AND SHALL BE 24-INCH

X 30-INCH WITH DIAMOND GRADE VIP SHEETING.

3. HARDWARE AND INSTALLATION

A. ALL BANDING, BUCKLES AND CLIPS SHALL BE STAINLESS STEEL AND

POWDER - COATED BLACK. BANDING SHALL HAVE A MINIMUM OF * INCH WIDTH AND

SHALL HAVE A MINIMUM OF 30 THOUSANDS INCH THICKNESS.

B. ALL STREET NAME SIGNS SHALL BE MOUNTED ON A STREET LIGHT POLE USING

A 14 INCH WING BRACKET FOR BLADES UNDER 36 INCHES AND A 24 INCH

WING BRACKET FOR BLADES 36 INCHES OR OVER.ALL WING BRACKETS SHALL BE MADE

FOR EXTRUDED BLADES; MOUNTED TO STREET LIGHT POLES WITH THREE BANDS;

SECURED USING 5/16 INCH BY 1* INCH GALVANIZED BOLTS OR EQUAL, WITH A

FLAT WASHER AND LOCK NUT; AND BE PLACED A MINIMUM OF 12 FEET ABOVE

GRADE ON THE LIGHT POLE.REGULATORY SIGNS SHALL BE MOUNTED WITH

VANDAL-PROOF HARDWARE.

C. ALL STREETS NAME SIGNS SHALL BE PLACED A MINIMUM OF 12 FEET FROM GRADE

AND PLACED PARALLEL TO THE STREET NAMED.

D. ALL SIGN INSTALLATIONS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES, 2003 EDITION AND SHALL BE CONSISTENT WITH THE APPROVED

TRAFFIC CONTROL, STRIPING, AND SIGNAGE PLANS. IN THE CASE OF A CONFLICT,

THE VILLAGE OF SHOREWOOD CODE SHALL TAKE PRECEDENCE.

E. FOR NEW SUBDIVISION CONSTRUCTION, PERMANENT STREET SIGNS MAY BE MOUNTED

ON A TEMPORARY POST WITH A MINIMUM OF 2-POUND GREEN OR GALVANIZED U POST

AND WITH A MINIMUM LENGTH OF 12 FEET.STREET SIGNS AND REGULATORY SIGNS ARE

TO BE ERECTED PRIOR TO THE ISSUANCE OF THE FIRST BUILDING PERMIT.THE SIGNS

SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED SIGNAGE PLAN.THE

DEVELOPER IS SOLELY RESPONSIBLE FOR THE MAINTENANCE OF THE SIGN

INSTALLATIONS UNTIL THE VILLAGE ACCEPTS THE SIGNS. ALL PERMAMENT

SIGNS SHALL BE INSTALLED ON PERMAMENT MOUNTS AT THE TIME OF ROADWAY

SURFACE PLACEMENT.

F. ALL SIGNS ON TEMPORARY POSTS WILL BE TRANSFERRED TO A LIGHT POLE

OR A SQUARE POST WHERE THERE IS NO LIGHT POLE. SIGNS MUST BE TRANSFERRED

TO THE POLE/POST AT THE TIME STREET LIGHTING IS INSTALLED OR AT THE

REQUEST OF THE VILLAGE.

AFTER 2-INCH

SNOWFALL

STREETS

ON VILLAGE

PARKING

NO

...\SGN\sgn-2 (no parking).dgn

24"

30

"


STANDARD DETAIL

FOR

NO PARKING SIGN

DATE: JUNE 2007

SGN-2

RESIDENTIAL

25

POSTED

OTHERWISE

UNLESS

LIMIT

SPEED

NOTES:

1. PREFERRED LETTER SIZES NOTED.

2. PLACE ABOVE WEIGHT LIMIT SIGN ON SAME POST.

...\sgn-3 (residential speed limit).dgn

SGN-3

3 12"

8"

2"

24"

36

"

3"


STANDARD DETAIL

FOR

RESIDENTIAL SPEED

LIMIT SIGN

DATE: JUNE 2007

6"

30

"

ODD / EVEN

6PM TO 10 PM

6AM TO 10 AM

SPRINKLING

ALLOWED

YEAR ROUND

REGULATION

...\SGN\sgn-4 (sprinkling).dgn

SGN-4


STANDARD DETAIL

FOR

SPRINKLING SIGN

DATE: JUNE 2007

NOTE:

1. THIS SIGN IS TO BE DELIVERED TO THE PUBLIC WORKS DEPARTMENT, NOT INSTALLED.

30

"

24"

TONS

5

LIMIT

WEIGHT

...\SGN\sgn-5 (weight limit).dgn

SGN-5

24"

30

"

NOTE: PLACE UNDERNEATH SPEED LIMIT SIGN ON SAME POST.


STANDARD DETAIL

5 TON WEIGHT

LIMIT SIGN

DATE: JUNE 2007

SGN-6

...\SGN\SGN-6 (Sign Spacing).dgn

TO

RE

SID

EN

TIA

L

SU

BD

IVIS

ION


SIGN SPACING

FOR

TYPICAL RESIDENTIAL

SUBDIVISION ENTRANCE

DATE: JULY 2007

25

’7

5’

75

’

VILLAGE STANDARD

NO PARKING SIGN

VILLAGE STANDARD

WEIGHT LIMIT SIGN OVER

SPRINKLING SIGN

VILLAGE STANDARD

SPEED LIMIT SIGN

END CURB RETURN

SGN-7

...\SGN-7 (Signage for future).dgn

NOTE:

TO BE MOUNTED ON TYPE III BARRICADES BELOW ROAD CLOSED SIGN.

RUTUF SE T TREE

TC CONNE ONI

30"

.5"

.75

"

60"

5"

8"

4"

8"

5"

R1.8

75"

27.75" 27.75"

21.00" 21.00"


SIGNAGE

FOR

FUTURE STREET

CONNECTION

DATE: JULY 2007

6"

6"

ELEVATION

701.25

6"

36" M

INIM

UM

72" M

INIM

UM

PERMANENT BENCHMARK

PERMANENT CONCRETE

MONUMENT

NO SCALE

FINISHED

GRADE

...\MSC-1 (Permanent Monuments).dgn

MSC-1

6" P.V.C.

PIPE

STAMPED BRASS

DISK, 4" DIA. MIN.

6" P.V.C.

PIPE

6" SCREW ON CAP

TO BE SET FLUSH

WITH FINISHED GRADE

TOP OF CONCRETE

MONUMENT TO BE

SET FLUSH WITH

FINISHED GRADE

NOTES:

1. PERMANENT CONCRETE MONUMENTS SHALL BE PLACED AT ALL CORNERS AND CHANGES IN BEARING

OF THE EXTERIOR BOUNDARY.

2. A MINIMUM OF ONE PERMANENT BENCHMARK SHALL BE ESTABLISHED FOR EACH 50 ACRES, OR

FRACTION THEREOF, SUBDIVIDED, AT A LOCATION DESIGNATED ON THE CONSTRUCTION PLANS AND


(1) # 4 BAR

IN CENTER


STANDARD DETAIL

FOR

PERMANENT

MONUMENTS

DATE: JUNE 2007

VIL

LA

GE

OF SHORE

WO

OD

B

EN

CHMARK NO. 1

1

2

NOTES:

1. CASING PIPE SHALL BE NEW PIPE CONFORMING TO ASTM C139 GRADE A WITH CONTINUOUS FIELD-WELDED

BUTT JOINTS IN ACCORDANCE WITH AWWA C206, A MINIMUM YIELD STRENGTH OF 35,000 PSI, AND THE

FOLLOWING MINIMUM WALL THICKNESS:

NOMINAL PIPE SIZE - INCHES MINIMUM WALL THICKNESS - INCHES

UNDER HIGHWAY UNDER RAILROAD

UNDER 14 0.188 0.2500

14 AND 16 0.250 0.3125

18 0.250 0.3125

20 0.250 0.3750

24 0.312 0.4375

30 0.312 0.5000

36 0.375 0.5625

42 0.375 0.563

48 0.375 0.625

54 0.500 0.719

60 0.575 0.781

66 0.650 0.875

72 0.650 0.938

2. COAT EXTERIOR SURFACES OF THE CASING PIPE WITH COAL-TAR EPOXY COMPLYING WITH AWWA C210.

3. PROVIDE CARRIER PIPE SUPPORT SYSTEM TO POSITION CARRIER PIPE AT THE INDICATED ELEVATION AND

SLOPE WITHIN THE CASING, USING POWERSEAL CASING CHOCK MODEL 4810 STAINLESS STEEL SPACERS

CONSISTING OF 4 GAUGE TYPE 304 STAINLESS STEEL SHELLS, PVC LINER, HIGH MOLECULAR WEIGHT POLYMER

RUNNERS, AND STAINLESS STEEL BOLTS AND LOCK NUTS, OR APPROVED EQUAL. A MINIMUM OF THREE

SPACERS SHALL BE PROVIDED PER CARRIER PIPE LENGTH, ON 6-FOOT CENTERS.

4. FILL ANNULAR SPACE BETWEEN CARRIER AND CASING PIPES FOR ALL PIPES EXCEPT WATER MAINS WITH PEA

GRAVEL.

5. CONSTRUCT END SEALS WITH CONCRETE BRICK LAID LENGTHWISE WITH MORTAR OR PREMANUFACTURED

RUBBER END SEALS MADE SPECIFICALLY FOR THIS PURPOSE.

6. FILL VOIDS AROUND EXTERIOR OF CASING PIPE WITH MEARL GEOFOAM LIQUID CONCENTRATE LOW DENSITY

CELLULAR CONCRETE GROUT HAVING A MINIMUM NET DENSITY OF 45 PCF AND A MINIMUM COMPRESSIVE

STRENGTH AT 28 DAYS OF 160 PSI.

NO SCALE

PEA GRAVEL

(SEE NOTE 4)

CASING SPACERS (SEE NOTE 3)

CASING PIPE (SEE

PLANS FOR SIZE)

CARRIER PIPE (SEE

PLANS FOR SIZE AND

MATERIAL)

...\MSC\msc-2 (casing pipe).dgn


STANDARD DETAIL

FOR

CASING PIPE

DATE: JUNE 2007

MSC-2

Lot

SERVICE

SANITARY SEWER

WATER SERVICE

WS

SS

Lot

Street

STOP

CORPORATION

DRIV

EW

AY

PR

OP

OS

ED

SANITARY SEWER

WATER MAIN

(TYP)

PROPERTY LINE

LOCATED AT

BUFFALO-BOX

CURB STOP W/

(TYP)

AT PROPERTY LINE

SERVICE LOCATED

PLUG END OF

$FILEABBREV$

MSC-3

DRIV

EW

AY

PR

OP

OS

ED 10' MIN10' MIN

10' MIN 10' MIN

10' MIN

NOTES:

1.) THE END OF EACH WATER SERVICE SHALL BE MARKED WITH A BLUE 4"x4" POST AND

STAMPED "W" ON CURB.

2.) THE END OF EACH SANITARY SEWER SERVICE SHALL BE MARKED WITH A GREEN 4"x4" POST

AND STAMPED "S" ON THE CURB.

3.) BOTH SERVICE LATERALS SHALL BE LOCATED WITHIN 30 FEET OF A PROPERTY LINE. SERVICES

SHALL NOT BE INSTALLED IN SIDE YARD PUBLIC UTILITY AND/OR DRAINAGE EASEMENTS.

4.) DRIVEWAY LOCATION SHALL BE ON OPPOSITE SIDE OF LOT FROM SERVICE LATERALS.

5.) BUFFALO BOXES SHALL BE LOCATED BETWEEN BACK OF SIDEWALK AND PROPERTY LINE.

OF ANY SERVICE.7.) PARKWAY TREES SHALL NOT BE PLANTED WITHIN 10 FEET

6.) WATER SERVICE AND SANITARY SERVICE SHALL HAVE A

MINIMUM 10 FOOT HORIZONTAL SEPARATION.

DATE: OCTOBER 2016

TYPICAL SERVICE LATERALS

FOR

STANDARD DETAIL


35' MAX

35' MAX

STANDARD IL DESIGN

PARKING

RESERVED


STANDARD DETAIL

FOR

HANDICAP STALL

DATE: JUNE 2007

ACCESSIBLE ROUTE

AISLE

ACCESS

R7-8

ILLINOIS STANDARD

R7-I101

18’

$350 FINE

NOTE:

1. A HIGH QUALITY YELLOW PAINT

RECOMMENDED BY THE PAINT

MANUFACTURER FOR PAVEMENT

STRIPING SHALL BE USED.

RAMPS AS

NECCESSARY

8’-0" 8’-0" 8’-0" 8’-0"

16’-0"16’-0"

THIS PLATE MAY BE

MOUNTED DIRECTLY

BELOW THE R7-8 SIGN

OR COMBINED WITH

THAT SIGN ON A SINGLE

12" BY 24" PANEL.

CURB FACE

THE ARROW SHOULD BE

OMITTED WHERE THERE

IS ONLY ONE SPACE.

THE ARROW MAY ALSO

BE MADE TO POINT IN

ONLY ONE DIRECTION.

THE SIGN MUST BE

SUPPLEMENTED WITH

THE ILLINOIS STANDARD

R7-I101 PLATE GIVING

THE AMOUNT OF THE

FINE FOR ILLEGALLY

PARKING IN THE

RESERVED SPACE(S).

MSC-4

...\MSC\MSC-4 (Handicap Stall).dgn

2. REFER TO THE VILLAGE

ORDINANCE FOR MINIMUM

REQUIRED NUMBER OF

HANDICAP STALLS.

3. HANDICAP LOGO SHALL BE

INSTALLED USING YELLOW

PAINT.

standard construction details - shorewood, illinois

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