standard construction details

Transcription

VILLAGE OF SHOREWOOD
STANDARD CONSTRUCTION DETAILS
UPDATED SEPTEMBER 2014
Village of Shorewood Construction Standards
Christopher B. Burke Engineering, Ltd.
Last Updated: September 2014
Detail
Name
Standard
Description of Revisions
Revision Date
Pavement, Curb and Gutter, Sidewalks
PVT-1
Roadway Cross Section (Major Arterial)
PVT-2
Roadway Cross Section (Major Collector)
PVT-3
Roadway Cross Section (Minor Collector)
PVT-4
PVT-5
PVT-6
PVT-7
PVT-8
PVT-9
PVT-10
PVT-11
Roadway Cross Section (Local)
Roadway Cross Section (Industrial)
Parking Lot Pavement
Right-In/Right-Out Driveway Entrance
Barrier Combination Concrete Curb & Gutter, Type B-6.12
Mountable Combination Concrete Curb & Gutter, Type M-3.12
Residential Driveway
Commercial Entrance
PVT-12
PVT-13
PVT-14
PVT-15
PVT-16
PVT-17
PVT-18
PVT-19
PVT-20
PVT-21
Sidewalk
Handicap Sidewalk Ramp
Bituminous Bicycle Path Pavement
Concentric Cul-De-Sac
Eccentric Cul-De-Sac
Butt Joint
Bituminous Pavement Patching
Open-Cutting Pavement Within the Public Right-of-Way
Crack Sealing
Typical Driveway Pinning
STM-1
Storm Sewer System
Storm Sewer Installation
STM-2
STM-3
STM-4
STM-5
STM-6
STM-7
STM-8
STM-9
STM-10
Storm Manhole Type A
Catch Basin Type A
Catch Basin Type C
Inlet
Casting Installation and Adjusting
Subsurface Drain Tile & Sump Pump Connection
Sump Discharge Service Line
Detention Pond Restrictor
Pipe Restrictor
Revised to allow for alternative pavement section using
geogrid
geogrid
geogrid
geogrid
New detail
No revisions made
No revisions made
New detail
New detail
Added note indicating that at driveways, sidewalk PCC
and base thickness shall match that of the driveway
New detail
Revised to require use of geogrid
New detail
New detail
New detail
New detail
New detail
New detail
New detail
No revisions made
New detail; created separate details for storm and
sanitary manholes
Added note identifying structure wall thickness
Added note identifying structure wall thickness
Deleted Plan View Detail
No revisions made
New detail
New detail
New detail
No revisions made
September 2014
September 2014
September 2014
September 2014
September 2014
September 2014
June 2007
June 2007
June 2007
June 2007
June 2007
June 2007
July 2008
September 2014
June 2007
June 2007
June 2007
June 2007
October 2009
September 2011
September 2011
June 2007
June 2007
June 2007
June 2007
June 2007
June 2007
June 2007
June 2007
June 2007
June 2007
Sanitary Sewer System
SAN-1
Sanitary Sewer Installation
SAN-2
SAN-3
SAN-4
SAN-5
SAN-6
SAN-7
Sanitary Sewer Manhole
Sanitary Manhole Frame & Cover
Sanitary Manhole Pipe Connection
Drop Connection
Non-Residential Sewer Service
Residential Sewer Service
WTR-1
WTR-2
WTR-3
WTR-4
WTR-5
Water Distribution System
Water Main Installation
Thrust Block Installations
Valve Vault
Pressure Connection Valve Vault
Valve Vault Frame and Cover
WTR-6 Fire Hydrant
WTR-7 Water Service
WTR-8 Water Sampling Station
Added table for required pipe materials; added note for
joint requirements for gravity sanitary sewer
New detail; created separate details for storm and
sanitary manholes
New detail
No revisions made
No revisions made
New detail
No revisions made
June 2007
June 2007
June 2007
June 2007
June 2007
June 2007
June 2007
Revised testing requirements per Public Works direction
June 2007
No revisions made
June 2007
New detail
June 2007
Added reference to detail WTR-5
June 2007
New detail
June 2007
Revision to allowed manufacturers and new requirement
for mechanical joint
September 2014
Revised catalog numbers for corp and curb stops; added
Notes #4-7
June 2007
New detail
June 2007
Electrical System
ELE-1 Ornamental Type Light Pole
ELE-1A Pedestrian Scale (10') Ornamental Type Light Pole
ELE-2 Pedestrian Scale Symmetrical Ornamental Type Light Pole
N:\Shorewood\CONSTRUCTION STANDARDS\STANDARD DETAILS\Index of Revisions - September 2014.xls
Revised catalog numbers to reflect new manufacturer
codes and updated specifications
New Standard
New Standard
April 2009
April 2009
April 2009
Detail
Name
Standard
Description of Revisions
ELE-3B
ELE-4
ELE-5
ELE-6
ELE-7
ELE-8
ELE-9
ELE-10
Roadway Type Light Pole with Pedestrian Fixture
Concrete Light Pole Foundation
Light Pole Handhole Wiring Diagram
Splicing Electrical Cables
Conduit Installation
Direct Connected Street Light Service Disconnect
Com-Ed Overhead Connection for Lighting Controller
Lighting Controller
Revised catalog numbers to reflect new manufacturer
codes and updated specifications
New Standard; Revised catalog numbers to reflect new
manufacturer codes and updated specifications
Consoldated two old details into one
New detail
No revisions made
Consolidated old conduit and trench details
Miscellaneous minor revisions
Miscellaneous minor revisions
Revised for consistency with other detail revisions
SGN-1
SGN-2
SGN-3
SGN-4
SGN-5
SGN-6
SGN-7
Street Signs
Sign Standards
No Parking Sign
Residential Speed Limit Sign
Sprinkling Sign
5 Ton Weight Limit Sign
Sign Spacing for Typical Residential Subdivision Entrance
Signage for Future Street Connection
Revised Note #3A and 3E
No revisions made
No revisions made
No revisions made
No revisions made
New detail
New detail
MSC-1
MSC-2
MSC-3
MSC-4
MSC-5
Miscellaneous Standards
Permanent Monuments
Casing Pipe
Typical Service Laterals
Handicap Stall
Park Stall Striping
New detail
No revisions made
No revisions made
New detail
New detail
ELE-3A Roadway Type Light Pole
N:\Shorewood\CONSTRUCTION STANDARDS\STANDARD DETAILS\Index of Revisions - September 2014.xls
Revision Date
April 2009
April 2009
July 2007
July 2007
July 2007
July 2007
July 2007
July 2007
July 2007
June 2007
June 2007
June 2007
June 2007
June 2007
July 2007
July 2007
June 2007
June 2007
June 2007
June 2007
January 2008
PVT-1
C/L
R.O.W. LINE
R.O.W. LINE
120' RIGHT OF WAY
33 12'
5'
27
33 12'
53' BACK TO BACK
30"
48'
1
2'
1'
1
4" PE
R
2'
21
1
2'
10'
F
OOT (
T
Y
P.
)
2'
1 1/2" HOT-MIX.
12"
ASPHALT SURFACE
COURSE, MIX "D",
(TYP.)
N70
BIKEPATH
(SEE PVT-14)
PARKWAY
SLOPE AT
1
2" PER
12" HOT-MIX ASPHALT BINDER
FOOT (TYP.)
COURSE, IL-19, N70
COMBINATION
CONCRETE CURB &
SIDEWALK
(SEE PVT-12)
GUTTER, TYPE B-6.24
12" AGGREGATE SUBBASE GRANULAR
MATERIALS, TYPE B
*
ALTERNATE PAVEMENT SECTION
THE FOLLOWING ALTERNATE PAVEMENT SECTION
MAY BE USED, WITH THE USE OF TENSAR TRIAX
TX5 GEOGRID (OR APPROVED EQUAL), AS
ALLOWED BY THE VILLAGE ENGINEER:
- 1 1/2" HOT-MIX. ASPHALT
NOTES:
1. ALL CURBS AND SIDEWALKS SHALL BE
CONSTRUCTED WITH IDOT CLASS "SI" CONCRETE
WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,500
PSI AT 14 DAYS.
SURFACE COURSE, MIX "D", N70
- 10" HOT-MIX ASPHALT
BINDER COURSE, IL-19, N70
- 12" AGGREGATE SUBBASE
GRANULAR MATERIALS, TYPE B
2. PARKWAYS SHALL BE FINISHED WITH A MINIMUM OF
SIX INCHES OF TOPSOIL.
3. TESTING OF SUBGRADE AND ALL ROADWAY
MATERIALS SHALL BE DONE IN ACCORDANCE WITH
THE VILLAGE'S SUBDIVISION ORDINANCE.
4. LIME MODIFICATION (OR EQUIVALENT) MAY BE USED TO
REDUCE AGGREGATE SUBBASE THICKNESS AS APPROVED
BY THE VILLAGE ENGINEER.
5. STANDARD ROADWAY TYPE LIGHT POLES SHALL BE
INSTALLED WITH AN OPPOSITE CONFIGURATION &
AT 190 FOOT SPACING, UNLESS OTHERWISE DIRECTED BY
THE VILLAGE ENGINEER.
STANDARD DETAIL
FOR
ROADWAY CROSS-SECTION
MAJOR ARTERIAL
DATE: SEPTEMBER 2014
pvt-1 (arterial).dgn
PVT-2
C/L
R.O.W. LINE
R.O.W. LINE
'
100' RIGHT OF WAY
48' BACK TO BACK
26'
26'
18"
5'
45'
20'
1'
1
4" PE
R
14'
10'
2'
F
OOT (
T
Y
P.
)
1'
4"
(TYP.)
1 1/2" HOT-MIX.
PARKWAY
ASPHALT SURFACE
SLOPE AT
COURSE, MIX "D",
BIKEPATH
1
2" PER
N70
(SEE PVT-14)
2 1/2" HOT-MIX ASPHALT
FOOT (TYP.)
COMBINATION CONCRETE
1
8
2" HOT-MIX ASPHALT BASE
COURSE
CURB & GUTTER, TYPE
B-6.12 (SEE DETAIL)
SIDEWALK
(SEE PVT-12)
MATERIALS, TYPE B
*
NOTES:
1. ALL CURBS AND SIDEWALKS SHALL BE CONSTRUCTED
WITH IDOT CLASS "SI" CONCRETE WITH A MINIMUM
COMPRESSIVE STRENGTH OF 3,500 PSI AT 14 DAYS.
- 2 1/2" HOT-MIX ASPHALT
- 6" HOT-MIX ASPHALT BASE
COURSE
3. TESTING OF SUBGRADE AND ALL ROADWAY MATERIALS
SHALL BE DONE IN ACCORDANCE WITH THE VILLAGE'S
SUBDIVISION ORDINANCE.
4. LIME MODIFICATION (OR EQUIVALENT) MAY BE USED
TO REDUCE AGGREGATE SUBBASE THICKNESS AS
APPROVED BY THE VILLAGE ENGINEER.
INSTALLED WITH A SINGLE SIDED CONFIGURATION
& AT 125 FOOT SPACING, UNLESS OTHERWISE DIRECTED
STANDARD DETAIL
FOR
MAJOR COLLECTOR
pvt-2 (major collector).dgn
PVT-3
C/L
R.O.W. LINE
R.O.W. LINE
'
80' RIGHT OF WAY
19
1
2'
41' BACK TO BACK
19
1
2'
18"
5'
13
1
2'
38'
1'
1
4" PE
R
7
1
2'
10'
2'
F
OOT (
T
Y
P.
)
1'
4"
(TYP.)
1 1/2" HOT-MIX.
PARKWAY
ASPHALT SURFACE
SLOPE AT
COURSE, MIX "D",
BIKEPATH
1
2" PER
N70
(SEE PVT-14)
2 1/2" HOT-MIX ASPHALT
FOOT (TYP.)
COMBINATION CONCRETE
CURB & GUTTER, TYPE
1
7
2" HOT-MIX ASPHALT
B-6.12 (SEE DETAIL)
BASE COURSE
SIDEWALK
(SEE PVT-12)
MATERIALS, TYPE B
*
NOTES:
1. ALL CURBS AND SIDEWALKS SHALL BE CONSTRUCTED
WITH IDOT CLASS "SI" CONCRETE WITH A MINIMUM
3. TESTING OF SUBGRADE AND ALL ROADWAY MATERIALS
SHALL BE DONE IN ACCORDANCE WITH THE VILLAGE'S
- 5" HOT-MIX ASPHALT BASE
COURSE
SUBDIVISION ORDINANCE.
INSTALLED WITH A SINGLE SIDED CONFIGURATION
& AT 175 FOOT SPACING, UNLESS OTHERWISE DIRECTED
STANDARD DETAIL
FOR
MINOR COLLECTOR
pvt-3 (minor collector).dgn
PVT-4
C/L
R.O.W. LINE
R.O.W. LINE
66' RIGHT OF WAY
1712'
5'
31' BACK TO BACK
11 12'
18"
28'
1'
1
4" PE
R
F
OOT (
T
Y
P.
)
1'
4.5"
SIDEWALK
1
1 2" HOT-MIX ASPHALT
SURFACE COURSE,
(SEE PVT-12)
MIX "D", N50
(TYP.)
PARKWAY SLOPE
AT
1
2" PER
FOOT (TYP.)
3 1/2" HOT-MIX ASPHALT BINDER
COURSE, IL-19, N50
COMBINATION
CONCRETE CURB &
PRIME COAT, MC-30, AT 0.30
GUTTER, TYPE M-3.12,
GAL./S.Y.
(SEE DETAIL) IN
RESIDENTIAL
10" AGGREGATE BASE COURSE, TYPE B
AREAS, AND
COMB. CONC.
CURB & GUTTER, TYPE
B-6.12,
(SEE DETAIL)
IN ALL OTHER AREAS
*
- 3" HOT-MIX ASPHALT
NOTES:
1. ALL CURBS AND SIDEWALKS SHALL BE
CONSTRUCTED WITH IDOT CLASS "SI" CONCRETE
WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,500
PSI AT 14 DAYS.
FOUR INCHES OF TOPSOIL.
3. TESTING OF SUBGRADE AND ALL ROADWAY
MATERIALS SHALL BE DONE IN ACCORDANCE WITH
THE VILLAGE'S SUBDIVISION ORDINANCE.
STANDARD DETAIL
5. STANDARD SINGLE HEAD ORNAMENTAL TYPE LIGHT
POLES SHALL BE INSTALLED WITH A SINGLE
SIDED CONFIGURATION & AT 110 FOOT SPACING, UNLESS
FOR
LOCAL
OTHERWISE DIRECTED BY THE VILLAGE ENGINEER.
PVT-4 (Local).dgn
PVT-5
C/L
R.O.W. LINE
R.O.W. LINE
100' RIGHT OF WAY
40' BACK TO BACK
30'
37'
24'
5'
1.5'
1'
4" CROWN
6"
2" HOT MIX ASPHALT
SIDEWALK
4"
SURFACE COURSE,
(SEE PVT-12)
MIX "D", N70
PARKWAY
SLOPE AT
2 1/2" HOT MIX ASPHALT
1/4" PER
FOOT
7" HOT MIX ASPHALT
B 6.12 CURB &
BASE COURSE
GUTTER
6" CRUSHED AGGREGATE BASE
COURSE, TYPE B
*
- 2" HOT-MIX. ASPHALT
- 5" HOT-MIX ASPHALT BASE COURSE
- 8" CRUSHED AGGREGATE BASE COURSE,
TYPE B
NOTES:
1. A CONCRETE PAVEMENT SECTION ALTERNATIVE MAY BE
SUBMITTED FOR REVIEW AND APPROVAL
2. ALL CURBS AND SIDEWALKS SHALL BE CONSTRUCTED WITH A
MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI AT 14 DAYS.
3. PARKWAYS SHALL BE FINISHED WITH A MINIMUM OF SIX INCHES
OF TOPSOIL.
4. TESTING OF SUBGRADE AND ALL ROADWAY MATERIALS SHALL BE
DONE IN ACCORDANCE WITH THE VILLAGE'S SUBDIVISION
ORDINANCE.
STANDARD DETAIL
FOR
TO REDUCE AGGREGATE SUBBASE THICKNESS AS APPROVED
INDUSTRIAL
PVT-5 (Industrial).dgn
PVT-6
1-1/2" HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50
2-1/4" HOT MIX ASPHALT BINDER COURSE, IL-19, N50
TACK COAT
10" COMPACTED AGGREGATE BASE, CA-6 (FOR AUTOMOBILE MOVEMENT)
14" COMPACTED AGGREGATE BASE, CA-6 (FOR TRUCK MOVEMENT)
OOT
R F
N. 1/4" PE
OPE MI
SL
PRIME COAT
12" MIN.
B-6.12 COMBINATION CONCRETE CURB
AND GUTTER
PROPERLY PREPARED AND
COMPACTED SUBGRADE
APPROVED BY SOILS
ENGINEER
*
MAY BE USED FOR TRUCK MOVEMENT AREAS, WITH
THE USE OF TENSAR TRIAX TX5 GEOGRID (OR
APPROVED EQUAL), AS ALLOWED BY THE VILLAGE
ENGINEER:
- 2-1/4" HOT-MIX ASPHALT
- 10" COMPACTED AGGREGATE BASE, CA-6
GENERAL NOTES:
1.
DIMENSIONS SHOWN ARE MINIMUM VALUES. SOIL ANALYSIS AND TRAFFIC COUNTS SHALL BE USED
FOR VERIFYING REQUIRED PAVEMENT SECTION.
2. INTEGRAL CURB AND GUTTER SHALL NOT BE PERMITTED WITH RIGID OR COMPOSITE PAVEMENTS.
3. THE FOLLOWING MATERIALS ARE ACCEPTABLE AS BASE COURSE ALTERNATIVES: BITUMINOUS BASE
COURSE AND P.C. CONCRETE.
4. LIME MODIFICATION (OR EQUIVALENT) MAYBE USED TO REDUCE AGGREGATE BASE THICKNESS AS
STANDARD DETAIL
FOR
TYPICAL PARKING LOT
PAVEMENT
PVT-6 (Parking Lot).dgn
PVT-7
PROPERTY LINE
24"
36"
VARIES
30"
OR
1’ MIN. RAD.
ONLY
5
M 0’
R IN
A
D .
.
STANDARD
14
M ’
IN
.
R3-5 SIGN
36"
30"
24"
STANDARD
R3-2 SIGN
’
14 IN.
M
50’ MIN. RAD.
1’ MIN.
2’
RAD.
35’ MIN.
10’ MIN.
ENTER
STOP
30"
DO NOT
30"
30"
EXISTING
EOP
30"
STANDARD
STANDARD
R5-1 SIGN
R1-1 SIGN
36"
36"
STANDARD
R3-2 SIGN
STANDARD DETAIL
FOR
RIGHT-IN RIGHT-OUT
DRIVEWAY ENTRANCE
DATE: JUNE 2007
...\PVT-7 (Right-in Right-out Driveway Entrance).dgn
PVT-8
12" GUTTER FLAG
1"
6"
6" (CURB HEIGHT)
BITUMINOUS
SURFACE
R 2"
1/4"
R 3"
PITCH IN
SLOPE 3/
4" PER FO
OT
AT EXPANSION JOINTS
AND AT CONNECTIONS
6"
5"
BETWEEN NEW AND
EXISTING CURB AND
GUTTER
4" (TYP.)
THICKNESS OF PAVEMENT STRUCTURE
2- #5 DOWELS 2’ LONG
1’
2- #4 BARS CONTINUOUS
THROUGHOUT CURB AND GUTTER
4" CRUSHED AGGREGATE SUBBASE MATERIALS,
TYPE B
NOT TO SCALE
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
6. DOWELS AT EXPANSION JOINTS SHALL BE CENTERED ON THE
STANDARD DETAIL
FOR
CONCRETE CURB & GUTTER
TYPE B-6.12
JOINT (DRILLED INTO EXISTING CURB AND GUTTER),
AND SHALL BE INSTALLED WITH GREASE CAPS ON ONE SIDE.
DATE: JUNE 2007
...\PVT\pvt-8 (b-6.12 curb).dgn
9 1/2"
8 1/4"
PVT-9
BITUMINOUS
2-3/4"
SURFACE
R 4"
R 3"
PITCH IN
SLOPE 3/
4" PER FO
OT
2- #5
EXPANSION JOINTS AND AT
CONNECTIONS BETWEEN NEW
6"
AND EXISTING CURB AND
5"
GUTTER
4" (TYP.)
THICKNESS OF PAVEMENT STRUCTURE
DOWELS 2’ LONG AT
1’
2- #4 BARS CONTINUOUS
THROUGHOUT CURB & GUTTER
4" CRUSHED AGGREGATE SUBBASE MATERIALS, TYPE B
NOT TO SCALE
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
STANDARD DETAIL
FOR
CONCRETE CURB & GUTTER
TYPE M-3.12
WITH GREASE CAPS ON ONE SIDE.
DATE: JUNE 2007
...\PVT\pvt-9 (m-3.12 curb).dgn
12" PREFORMED
EXPANSION JOINT
(TYP)
1’
PVT-11
ONE WAY
16’ MIN - 20’ MAX
TWO WAY
5’
24’ MIN - 36’ MAX
P
L
SIDEWALK
B-6.12
CONTRACTION
CURB AND
JOINT (TYP.)
GUTTER
20’ RAD.
MINIMUM
EXISTING CURB
AND GUTTER
6
%17
45%
5’
34" PREFORMED
EXPANSION JOINT
WITH (2) 1-1/4" EPOXY
DEPRESSED CURB & GUTTER
EXISTING, PROPOSED, OR SAWCUT
COATED DOWEL BARS
WITH GREASE CAPS
(TYP)
R.O.W. LINE
34" PREFORMED
EXPANSION JOINT
2%
MAX
MAX
1% MIN - 8%
5’
1’
5" CA-6
STONE BASE
EXISTING
ROADWAY
8" P.C.C
PAVEMENT
(3500 P.S.I. MIN)
DEPRESSED COMBINATION
CONCRETE CURB &
GUTTER
NOTES:
1. ALL CONCRETE SHALL BE IDOT CLASS "SI" CONCRETE WITH A MINIMUM
2. THE SUBGRADE SHALL BE STABLE AND MECHANICALLY COMPACTED.
STANDARD DETAIL
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
FOR
COMMERCIAL
ENTRANCE
DRIVEWAYS AND IN SIDEWALKS THROUGH DRIVEWAYS AT 2" ABOVE BOTTOM
SLAB.
DATE: JUNE 2007
...\PVT-11 (Nonresidential Driveway).dgn
PVT-12
INSTALL #4 REINFORCING
BARS, 12" LONG,
EMBEDDED 6", AT ALL
CONNECTIONS BETWEEN
NEW AND EXISTING
SIDEWALKS.
(TYP. FOR 3)
BARS SHALL BE SPACED
A MINIMUM OF 6 INCHES
FROM EACH OTHER AND
FROM EDGES OF WALK.
5’
2 12"
(3")
5"
4"
6"
(TYP.)
CA-6 STONE BASE
NOTES:
1. ALL SIDEWALK SHALL BE CONSTRUCTED WITH IDOT
CLASS "SI" CONCRETE WITH A MINIMUM
COMPRESSIVE STRENGTH OF 3,500 PSI AT 14 DAYS
2. PREFORMED EXPANSION JOINTS (34" THICK) SHALL
BE CONSTRUCTED IN SIDEWALK EVERY 100 FEET
AND AT ALL ABUTTING DRIVEWAYS AND CURB AND
GUTTER.
3. TOOLED CONTRACTION JOINTS SHALL BE
CONSTRUCTED IN SIDEWALK EVERY FIVE FEET.
4. SIDEWALK SHALL HAVE 14" PER FOOT CROSSSLOPE.
5. WELDED WIRE FABRIC (6X6/6X6) OR FIBER MESH
SHALL BE INSTALLED THROUGH DRIVEWAYS AT 2"
ABOVE SLAB BOTTOM.
6. FORMBOARD REQUIREMENTS: MINIMUM 2" X 6".
STANDARD DETAIL
7. USE 2#4 REINFORCING BARS, 10’ LONG OVER
FOR
ALL UTILITY TRENCHES FOR NEW SIDEWALK.
SIDEWALK
8. AT DRIVEWAYS, SIDEWALK PCC AND BASE THICKNESS
SHALL MATCH THAT OF THE DRIVEWAY.
DATE: JUNE 2007
...\PVT\pvt-12 (sidewalk).dgn
PVT-13
TYPE A
TYPE A
NON-WALKING
TYPE B
AREA
TYPE A
TYPE B
48" MIN.
36"
48" MIN.
MIN.
TYPE B
48" MIN.
24" MIN.
TYPE B
STRAIGHT CURB (TYP.)
TYPE B
LESS THAN 48"
TYPE A
48" OR MORE
RECOMMENDED LOCATION OF RAMPS
TYPE A RAMPS
TYPE B RAMPS
RAMP
RAMP
TYPE B
WIDTH
WIDTH
6" SIDE
6"
TYPE A
CURB
A
TEXTURED
SURFACE
A
24"
24"
RAMPS AT ALLEY OR DRIVEWAY
SIDE
FLARE
60" MIN.
VARIA
BL
E
2% MAX.
SIDE
FLARE
TYPE B
TYPE A
VARIA
BL
60" MIN.
E
DETAILS OF RAMPS
SECTION A-A
2"R
6"
SEE DETAILS
A & B
FLUSH WITH TOP
OF ROADWAY
CURB AND TOP
OF SIDEWALK
SLOPE 1:12 MAX.
VARIABLE
RAMP
THICKNESS
RAMP
DETAIL OF SIDE CURB
RISE OF
RAMP=30" MAX.
SIDE CURB MAY BE CONSTRUCTED
MONOLITHICALLY WITH RAMP.
RAMP PROFILE
SPECIAL DEPRESSED
CURB
EXPANSION
JOINT
GUTTER SLOPE
SIDE CURB
(WHERE REQUIRED)
STANDARD DETAIL
RAMP
2"R
1:20 MAX.
FOR
HANDICAP SIDEWALK RAMP
DATE: JULY 2008
CURB RISE 1/2" MAX.
DETAIL A
DETAIL B
SPECIAL
DEPRESSED
CURB
1 OF 2
...\PVT-13 (Handicap Sidewalk Ramp).dgn
PVT-13
(42 min. - 60 max.)
1.66 min. - 2.35 max.
(5)
0.2
0.4
(10)
0.9
(23)
DETECTABLE WARNINGS DETAIL
TRUNCATED DOME DETAIL
GENERAL NOTES:
N:\Shorewood\CONSTRUCTION STANDARDS\STANDARD DETAILS\PVT\PVT-13a (Handicap Sidewalk Ramp).dgn
1.
RAMPS SHALL BE LOCATED AS SHOWN ON THE PLANS IN ALIGNMENT WITH
NORMAL SIDEWALK AND/OR CROSSWALK AND SHALL HAVE SUFFICIENT CURB
LENGTH AT CORNER RADIUS TO PREVENT VEHICULAR ENCROACHMENT.
2.
CURB RAMPS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN
THE MARKINGS, EXCLUDING ANY FLARED SIDES.
3.
THE MAXIMUM SLOPE OF THE SIDE FLARE FOR TYPE B RAMPS SHALL BE 1:10.
4.
RAMPS SHALL BE CONSTRUCTED OF P.C. CONCRETE IN ACCORDANCE WITH THE
AND AN OBSTRUCTION IS LESS THAN 48", THE MAXIMUM SLOPE SHALL BE 1:12.
IDOT "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION".
TEXTURED FINISH SHALL BE EAST JORDAN PLATE.
5.
THICKNESS OF RAMPS WILL BE THE SAME AS THE ADJACENT SIDEWALK WITH
A MINIMUM OF 5".
6.
DETECTABLE WARNINGS SHALL BE INSTALLED AT CURB RAMPS, MEDIANS AND
PEDESTRIAN REFUGE ISLANDS, AT-GRADE RAILROAD CROSSINGS, TRANSIT
PLATFORMS EDGES, AND OTHER LOCATIONS WHERE PEDESTRIANS ARE
REQUIRED TO CROSS A HAZARDOUS VEHICULAR WAY. DETECTABLE WARNINGS
SHALL ALSO BE INSTALLED AT ALLEYS AND COMMERCIAL ENTRANCES WHEN
PERMANENT TRAFFIC CONTROL DEVICES ARE PRESENT.
7.
DETECTABLE WARNING SURFACE SHALL BE EAST JORDAN PLATE OR APPROVED
EQUAL. PLATES SHALL BE INSTALLED PARALLEL TO AND ABUT AGAINST THE
DEPRESSED CURB. PLATES AT CURB RAMPS WITHIN CURB RETURNS SHALL BE
MANUFACTURED TO MATCH THE CURB RADIUS.
STANDARD DETAIL
FOR
HANDICAP SIDEWALK RAMP
DATE: JULY 2008
2 OF 2
...\PVT-13a (Handicap Sidewalk Ramp).dgn
R.
O.
W.
PVT-14
WIDTH + 2'
WIDTH
2'
WIDTH/2
1'
MATCH SLOPE
(TYP.)
DIRECTION OF EXIST.
GRADING (2.0% MAX)
BEVEL EDGES
AT 45° ANGLE
2" HOT-MIX ASPHALT SURFACE
COURSE, MIX "D", N50
8" AGGREGATE BASE COURSE, CA 6
TENSAR TRIAX TX5 GEOGRID (OR APPROVED EQUAL)
INSTALLED PER MANUFACTURER RECOMMENDATIONS.
COMPACTED SUBGRADE
NOTE:
ALL EXISTING SUBGRADE MATERIALS TO BE
RE-USED MUST BE TESTED AND COMPACTED
AS REQUIRED TO MEET MINIMUM STABILITY
REQUIREMENTS.
WIDTH = 8' FOR LOCAL STREETS
10' FOR COLLECTOR STREETS
STANDARD DETAIL
FOR
BITUMINOUS BICYCLE
PATH PAVEMENT
pvt-14 (bituminous bikepath)
PVT-15
BACK
SET
LI
NE
EXPANSION JOINT
’
30
1’
5’
R
’R
2
6
15’R
11’
.O
.
.W
/C
B
’
R
.0
5
4
22%%d
T=
98.47’ TO CENTER
63
.5
8’
22%%d
60’R
66’
R.O.W.
11.5’
5’
1’
11.5’
31’
5’
1’
NOTES:
1. MINIMUM PARKWAY WIDTH
SHALL BE 11.0’.
STANDARD DETAIL
FOR
CONCENTRIC CUL-DE-SAC
DATE: JUNE 2007
...\PVT-15 (Cul-De-Sac Concentric).dgn
______
PVT-16
BACK
EXPANSION JOINT
LINE
T
SE
’
0
3
TR
.O
.W
.
/C
. B
’R
.0
45
.R
.0’
11
62
’R
C
U
R
A
B
N
SI
TI
O
N
’
.0
11
50’ MIN. ARC
C
/
. B
60%%d
’R
.0
45
5’
43’R. B/C
11.5’
1’
37%%d-30’
T
=
6
3
.5
7
’
114.66’(34.95M) TO CENTER
15’R
60’R
15’R
66’
R.O.W.
11.5’
31’
11.5’
5’
5’
NOTES:
1’
1’
1. MINIMUM PARKWAY WIDTH
SHALL BE 11.0’.
STANDARD DETAIL
FOR
___________
ECCENTRIC
CUL-DE-SAC
_____________
DATE: APRIL 2007
DATE: JUNE 2007
...\PVT-16 (Cul-De-Sac Eccentric).dgn
EXISTING CURB
A
PVT-17
& GUTTER
B
B
6’
PROPOSED
(TYP.)
WIDENING
EXISTING ROADWAY EDGE
3’ (TYP.)
A
EDGE OF BUTT JOINT
C
L
FOR WIDENING LESS THAN 8’(2.44M) WHERE COMPACTION
IS DIFFICULT, CONCRETE SHALL BE USED.
PROPOSED SURFACE
EXISTING SURFACE (TYP.)
3’
(TYP.)
PROPOSED BINDER
EXISTING BINDER (TYP.)
PROPOSED CURB &
EXISTING BASE (TYP.)
18" GUTTER
EXISTING SUBBASE
PROPOSED BASE
C
L
PROPOSED SUBBASE
SECTION A-A
EXISTING SURFACE (TYP.)
PROPOSED SURFACE
6’
(TYP.)
EXISTING BINDER (TYP.)
PROPOSED BINDER
PROPOSED BASE
EXISTING BASE (TYP.)
EXISTING SUBBASE (TYP.)
PROPOSED SUBBASE
SECTION B-B
STANDARD DETAIL
FOR
BUTT JOINT
DATE: JUNE 2007
...\PVT\PVT-17 (Butt Joint).dgn
PVT-18
PAVEMENT
36"MIN.
PATCHING LIMITS
ANGLES NOT LESS THAN 60%%176
A
EXISTING LONGITUDINAL JOINT
VARIABLE
36" MIN.
F
C
B
STRIP REFLECTIVE
CRACK CONTROL
TREATMENT - SYSTEM B
B
B
B
C
A
B
B
F
ANGLES NOT
LESS
THAN 60%%176
PER IDOT STANDARDS
C
L
CONSTRUCTION JOINT
EXIST. PAV’T
VARIABLE
SECTION A-A
SECTION B-B
C
L
CONSTRUCTION JOINT
C
L
EXIST. PAVEMENT
SECTION C-C
(BUILT IN TWO OPERATIONS)
(3’-0") TO
(3’-0") TO
(5’-0")
(5’-0")
SECTION F-F
(BUILT IN TWO OPERATIONS)
GENERAL NOTES:
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.
STANDARD DETAIL
FOR
BITUMINOUS PAVEMENT
PATCHING
DATE: JUNE 2007
...\PVT-18 (Bituminous Pavement Patching).dgn
PVT-19
NEW PAVEMENT
MATCH EXISTING PAVEMENT SECTION
TOP OF PAVEMENT
SUBGRADE
ELEVATION
12" MIN.
12" MIN.
CONTROLLED LOW-STRENGTH
MATERIAL (CLSM)
6"
UTILITY PIPE
4"
IDOT CA-7
BEDDING AND
HAUNCHING TO
6" ABOVE PIPE
IF ENCOUNTERED, REMOVE
VARIABLE
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.
STANDARD DETAIL
FOR
OPEN CUTTING PAVEMENT
WITHIN THE PUBLIC
RIGHT-OF-WAY
DATE: OCTOBER 2009
...\PVT-19 (open cutting pavement).dgn
PVT-20
1/32" MAX
1"
ROUTE & FILL CRACK
PER SPECIFICATIONS
1"
PAVEMENT CRACK
CROSS SECTION
NOTE: PRIOR TO FINAL ACCEPTANCE OF A SUBDIVISION BY THE VILLAGE, CRACK SEALING OF ALL PUBLIC
ROADWAYS IN ACCORDANCE WITH THIS DETAIL SHALL BE COMPLETED TO THE SATISFACTION OF THE
ENGINEER.
SPECIFICATIONS:
THIS WORK SHALL CONSIST OF CLEANING EXISTING ROADWAY CRACKS AND PLACING RUBBER SEALANT AT THE LOCATIONS DESIGNATED BY
THE ENGINEER.
THE SEALING COMPOUND SHALL BE THE RUBBER-ASPHALT HOT-POURED TYPE CONFORMING TO THE FOLLOWING SPECIFICATION IN EFFECT
AT THE TIME OF THE CONTRACT.
FEDERAL SPECIFICATIONS SS-S-1401
ASTM D-3405
POURING TEMPATURE - 370^F
SAFE HEATING TEMPERATURE - 390^F
EXCEEDS REQUIREMENTS OF: ASTM-D-1190, AASHTO-M-173, SS-S-164
THE CONTRACTOR SHALL SUBMIT THE MANUFACTURER’S SPECIFICATIONS FOR THE HOT-POURED RUBBER-ASPHALT MATERIAL AT LEAST
SEVEN (7) DAYS PRIOR TO THE START OF ANY WORK. THE POURING TEMPERATURE OF THE CRACK SEALER SHALL BE 370^F. CRACK
FILLING MATERIAL SHALL BE PLACED ONLY WHEN THE CRACKS ARE IN A DRY CONDITION AND WEATHER CONDITIONS ARE FAVORABLE.
THE CRACK FILLER MAY BE PLACED WHEN AIR TEMPERATURES IN THE SHADES ARE 40^F AND THE FORECAST IS FOR RISING TEMPERATURE.
ALL CRACKS AND JOINTS UP TO 1-‰ INCHES IN WIDTH SHALL BE SEALED. PRIOR TO APPLICATION OF THE HOT-POURED RUBBERASPHALT MATERIAL, ALL CRACKS AND JOINTS TO BE SEALED SHALL BE ROUTED. ALL CRACKS LESS THAN INCH WIDE SHALL BE
ROUTED TO A MINIMUM DEPTH OF ONE INCH. CRACKS THAT ARE BORDERED BY EXCESSIVE "ALLIGATORED" AREAS SHALL NOT BE
ROUTED AS THIS MAY POP LOOSE THE SURROUNDING ASPHALT. THESE AREAS SHALL BE BLOWN CLEAN AND SEALED WITHOUT
ROUTING. STREETS HAVING A CONCRETE SURFACE SHALL NOT REQUIRE ROUTING OF THE CRACKS PRIOR TO CLEANING AND SEALING.
ROUTING OF CRACKS SHALL BE FOLLOWED BY CLEANING OF THE CRACKS WITH FORCED AIR. THE SEALANT MATERIAL SHALL BE
APPLIED IMMEDIATELY FOLLOWING THE CLEANING OF THE CRACKS.
THE HOT-POURED RUBBER-ASPHALT MATERIAL SHALL BE MELTED AND MIX-AGITATED TO THE PROPER TEMPERATURE, RATE AND TIME
AS RECOMMENDED BY THE APPLICABLE MANUFACTURER’S SPECIFICATIONS. THIS SEALANT MATERIAL SHALL BE FORCED INTO THE CRACK
OR JOINT UNTIL FULL, LEAVING NO EXCESSIVE SAGS OR VOIDS IN APPLIED MATERIAL ALONG THE CRACK. TO ENSURE FULL DEPTH
PENETRATION, THE SEALANT SHALL BE "SQUEEGEED" ALONG THE CRACK WITH A "V" SHAPED SQUEEGEE, TO PROVIDE A "BAND AID"
TYPE EFFECT APPROXIMATELY 2 INCHES WIDE FLUSH WITH THE PAVEMENT SURFACE WITH THE EDGES FEATHERED OUT. IF NECESSARY,
A RESIDUAL AMOUNT OF SEALANT MATERIAL SHALL BE APPLIED TO FILL ANY EXCESSIVE SAGS OR VOIDS AFTER THE INITIAL APPLICATION.
A COVER CONSISTING OF DRY SAND APPROVED BY THE ENGINEER SHALL BE APPLIED IMMEDIATELY TO THE HOT-POURED RUBBER-ASPHALT
SEALANT TO MINIMIZE TRACKING BY VEHICULAR TRAFFIC.
CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE AND SEQUENCE OF STREETS TO BE CRACK SEALED AT LEAST SEVEN (7) DAYS
PRIOR TO THE START OF ANY WORK.
STANDARD DETAIL
FOR
PAVEMENT CRACK
SEALING
DATE: MAY 2011
...\PVT\PVT-20 (Crack Seal).dgn
PVT-21
R.O.W.
SIDEWALK
EXISTING PCC DRIVEWAY
6" FROM EDGE (TYP.)
PAVEMENT TO REMAIN
DRIVEWAY APRON
3/4" PREFORMED
(SAWCUT PAVEMENT PRIOR
EXPANSION JOINT
TO REMOVAL)
PINNED JOINT
SEE NOTE #1
CURB & GUTTER
NEW PCC DRIVEWAY APRON
PER STD. DETAIL PVT-10
NOTES:
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
...\PVT-21 (Driveway Pinning).dgn
STM-1
EXCAVATED MATERIALS,
IDOT CA-7
COMPACTED TO 85%
5’-6" MIN. COVER
UNDER OR WITHIN
MODIFIED PROCTOR
5 FEET
MAXIMUM DENSITY,
HORIZONTALLY OF
EXCEPT WHERE CA-7
PAVEMENT,
IS REQUIRED
SIDEWALK, CURB
& GUTTER OR
DRIVEWAYS, OR
STORM SEWER SHALL BE
WHERE INDICATED
REINFORCED CONCRETE
ON PLANS
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.
4"
IDOT CA-7
BEDDING AND
HAUNCHING
NO SCALE
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.
STANDARD DETAIL
FOR
STORM SEWER INSTALLATION
DATE: JUNE 2007
...\stm-1 (storm sewer installation).dgn
STM-2
STEPS SHALL BE COPOLYMER
DRAINAGE FABRIC 18" WIDE
POLYPROPYLENE PLASTIC WITH A
2’-0"
MIRAFI 140S OR
8"
1
CONTINUOUS 2-INCH STEEL
REINFORCEMENT AS MANUFACTURED BY
APPROVED EQUAL. *
M.A. INDUSTRIES, INC., OR APPROVED EQUAL
6"
TOPSOIL & SOD.
(TYP.)
16"
5" (MIN.)
WASHED
STONE
PAVEMENT OR
6"
2’-0"
WEEP
HOLES
12" 12"
14"
MORTAR WEEP HOLES LOWER
THAN 6" BELOW FRAME *
CONCRETE SECTIONS AND
SECTION
BOTTOM PER ASTM C478
4’ FOR SEWER 24" &
UNDER, 5’ FOR SEWER 27"
5"
TO 36" OR AS INDICATED
ON PLANS
FABRIC
5"
A
A
60
+
R-2"–
BENCH FOR ALL
CLASS SI
MANHOLES
FLOW
CONCRETE
1
1
1" DIA. WEEP HOLES
(6 EACH)
AT 60 TYPICAL *
PRECAST CONCRETE
PLAN
4" CA-7 BEDDING
*NOTE: FOR STORM SEWER ONLY
6" BASE (TYP.)
NO SCALE
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.
STANDARD DETAIL
FOR
STORM MANHOLE TYPE A
DATE: JUNE 2007
...\stm-2 (storm manhole type a).dgn
STM-3
MIRAFI 140S
ROTATE CB TOP SECT. AS NECESSARY TO
OR APPROVED EQUAL.
ACHIEVE OPTIMAL CASTING ALIGNMENT
POLYPROPYLENE PLASTIC
WASHED
STONE
6"
WITH A CONTINUOUS 1/2
PAVEMENT OR
TOPSOIL & SOD.
6"
STEPS SHALL BE COPOLYMER
WEEP
-INCH STEEL REINFORCEMENT
2’-0"
HOLES
AS MANUFACTURED BY M.A.
12"
12"
INDUSTRIES, INC., OR
APPROVED EQUAL
THAN 6" BELOW FRAME
FABRIC
A
A
TWO ROWS EXTRUDIBLE
PREFORMED PLASTIC
+
GASKET (TYPICAL ALL
60
16" (TYP)
8"
2’-6" TO 3’-0"
SECTION
JOINTS)
1" DIA. WEEP HOLES
(6 EACH)
R 2"
AT 60 TYPICAL
PLAN
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.
UNLESS OTHERWISE
6"
SPECIFIED ON PLANS
NO SCALE
T
4. T = STRUCTURE INSIDE DIAMETER +1" (5" MINIMUM)
4" CA-7 BEDDING
4’-0"
2’-6"
T
STANDARD DETAIL
FOR
CATCH BASIN TYPE A
DATE: JUNE 2007
...\stm-3 (catch basin type a).dgn
2’-0"
STM-4
MIRAFI 140S
OR APPROVED EQUAL.
MAX.
WASHED
STONE
6"
PAVEMENT OR
TOPSOIL & SOD.
6"
8"
6"
PRECAST ADJUSTING
RINGS (2 MAX.)
WEEP
HOLES
TOP OF
MASONRY
12"
12"
SECTION
THAN 6" BELOW FRAME
VARIABLE (46" MINIMUM)
FABRIC
A
A
60
+
1" DIA. WEEP HOLES
(6 EACH)
OUTLET
AT 60 TYPICAL
PLAN
2’-0"
T
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").
4"
T
15" SUMP
NOTES:
4" CA-7 BEDDING
STANDARD DETAIL
FOR
CATCH BASIN TYPE C
NO SCALE
DATE: JUNE 2007
...\stm-4 (catch basin type c).dgn
STM-5
5" MIN.
5" MIN.
2’-0" DIA.
R=2"
CAST-IN-PLACE
CONCRETE FILLET
SLOPE TO DRAIN
PRECAST CONCRETE
BOTTOM
4" CA-7
BEDDING
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.
STANDARD DETAIL
FOR
INLET
DATE: JUNE 2007
...\STM\stm-5 (inlet).dgn
STM-6
FOR SMOOTH FACED
ADJUSTING RING TWO
ROWS OF EXTRUDIBLE
PRECAST ADJUSTING
PREFORMED PLASTIC
RINGS (SEE NOTE 1)
GASKET EACH
JOINT-OVERLAY ENDS
TO GRADE
SHOWN ON
OF GASKET. ONE ROW
CASTING
ONLY REQUIRED ON
PLANS –
ONE ROW
0.5
OF
STORM STRUCTURES
FOR GROOVED
AND WATER VALVES
ADJUSTING RINGS
EXTRUDIBLE
PREFORMED
PLASTIC
2" MIN
GASKET
12"MAX
PER
GROOVE
FOR
GROOVED
ADJUSTING
RINGS.
TOP
BUTT ENDS
SECTION
TYPE A MH
CATCH
BASIN INLET
TOP SECTION
VALVE VAULT
NO SCALE
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.
STANDARD DETAIL
FOR
CASTING INSTALLATION AND
ADJUSTING
DATE: JUNE 2007
...\stm-6 (casting install & adjust).dgn
STM-7
FINISH GRADE
EXISTING DRAINAGE
STRUCTURE WITH
CASTING
6" MIN.
A
NON-SHRINK
MORTAR
COLLAR
PROPOSED
PERFORATED
DRAIN TILE
A
CONNECTION HOLE SHALL
BE CORE DRILLED.
DRAIN TILE PIPE SHALL
BE 4" DIA. SCHEDULE
40 P.V.C.
TOPSOIL
6" MIN.
6" MIN.
6"MIN.
3/4" WASHED AGG.
MIN. 6" AROUND PIPE.
PERFORATIONS
(DRAIN TILE ONLY)
NON-WOVEN GEOTEXTILE
4" DIAMETER DRAIN TILE
FABRIC
OR SUMP PUMP PIPE
SECTION A-A
NOTES:
1. SEE DETAIL STM-8 FOR RESIDENTIAL SUMP DISHARGE SERVICE LINE.
STANDARD DETAIL
FOR
SUBSURFACE DRAIN TILE
& SUMP PUMP CONNECTION
DATE: JUNE 2007
...\STM-7 (Drain Tile & Sump Pump Connection).dgn
STM-8
4" SERVICE LINE (TYP.)
TYPICAL TRUNK LINE (PLAN VIEW)
NO SCALE
W/CONNECTIONS
ONLY (TYP.)
CLEANOUT
STORM
STRUCTURE
6" SUMP PUMP TRUNK SEWER
4" SERVICE LINE (TYP.)
REMOVABLE WATER
TIGHT PLUG
45 BENDS ONLY, 90 BENDS
3’-6"
TYPICAL TRUNK LINE (PROFILE VIEW)
LINE
PUBLIC
WALK
30"
NO SCALE
MINIMUM
PROPERTY
ARE NOT PERMITTED
GRANULAR
FILL
FINISH
CA
ED LO
TO
HOUSE
TION
SEE SAN-X FOR CONNECTION DETAIL
ELEVATION
NO SCALE
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
STANDARD DETAIL
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
FOR
SUMP DISCHARGE SERVICE
LINE
OBSTRUCTIONS SHALL BE REPAIRED.
DATE: JUNE 2007
...\STM-8 (Sump Discharge Service Line).dgn
72
"
D
IA
.
STM-9
4" OR 6" THICK PRECAST
REINFORCED PCC WEIR
WALL. A WATERTIGHT
SEAL SHALL BE PROVIDED
PLAN VIEW
AT CONNECTION BETWEEN
WEIR WALL AND
STRUCTURE WALLS AND
PROPOSED RIM ELEVATION
BASE.
16" O.C.
PRECAST CONCRETE
(5" MIN. THICKNESS)
OVERFLOW WEIR
72" DIA.
C.I. MANHOLE
TOP OF
STEPS
WALL = 2 YR HWL
(COATED)
2 YR. RESTRICTOR CAST IN
WEIR WALL (SIZE &
ELEVATION PER PLAN)
INLET PIPE
OUTLET PIPE
SEE VILLAGE
DETAIL
100 YR. RESTRICTOR
18"
MIN
RESTRICTOR
VARIES
PIPE
INVERT AS SHOWN ON PLANS
REINFORCED CONCRETE BASE
(SIZE AND ELEV. PER
PLAN)
6"
8"
CA-7
NOT TO SCALE
STANDARD DETAIL
FOR
DETENTION POND
RESTRICTOR STRUCTURE
DATE: JUNE 2007
...\STM-9 (Pond Restrictor 1).dgn
STM-10
DRAINAGE STRUCTURE
WALL
FILL VOID SPACE WITH
NON-SHRINK GROUT
SPIGOT END OF
PVC-SDR 35, ASTM D3034
PUSH-ON JOINT PIPE
(ASTM D3212)
L*
FLOW
RESTRICTOR DIAMETER AS
INDICATED ON PLANS
RESTRICTOR INVERT AS
INDICATED ON PLANS
OUTLET PIPE
NO SCALE
* L = 2.5 X DIAMETER
STANDARD DETAIL
FOR
PIPE RESTRICTOR
DATE: JUNE 2007
...\STM-10 (Pond Restrictor 2).dgn
SAN-1
COMPACTED TO 85%
6’ MIN. COVER
MODIFIED PROCTOR
MAXIMUM DENSITY,
EXCEPT WHERE CA-7
IS REQUIRED
IDOT CA-7
DEPTH
UNDER OR
DIA.
WITHIN 5 FEET
6’ UP TO 15’
HORIZONTALLY OF
PAVEMENT,
PVC, DR 18
ASTM 2241
AWWA C900
4" - 12"
SIDEWALK, CURB
& GUTTER OR
PVC, SDR 26
PVC, DR 18
ASTM 2241
AWWA C905
PVC, DR 25
PVC, DR 25
AWWA C905
AWWA C905
14" - 24"
DRIVEWAYS, OR
WHERE INDICATED
ON PLANS
12"
24" - 36"
15’ AND DEEPER
PVC, SDR 26
PIPE MATERIAL SHALL BE IN
ACCORDANCE WITH CHART
PROVIDED BELOW.
IDOT CA-7
4"
BEDDING,
HAUNCHING AND
INITIAL BACKFILL
NOTES:
NO SCALE
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.
STANDARD DETAIL
FOR
SANITARY SEWER
INSTALLATION
DATE: JUNE 2007
...\san-1 (sanitary sewer installation).dgn
SAN-2
48"
Inside M.H. Dia.
A
A
60"
<
_ 21"
>21"
5"
6"
Ecc. Cone Sec.(L)
2’-6"
3’-9"
MANHOLE DEPTH
<12’
_
>12’
Pipe Dia.
Wall Thickness
8"
t
10"
TOP OF CASTING
PLAN
SEE SAN-3
12" MAX. PRECAST
CONC. ADJUSTING RINGS
(2 RINGS MAX. NO MORE THAN
ONE 2" ADJUSTING
RING SHALL BE USED)
8"
L
ECCENTRIC CONE SECTION
24" DIA.
DEPTH
IN PAVED AREAS, USE CA-6
GRANULAR TRENCH BACKFILL
AROUND MANHOLE TO
16"
O.C. MAX.
STEPS
CONC. SECTIONS
VARIABLE
PRECAST REINFORCED
SUBGRADE ELEVATION
RUBBER BOOT
POURED CONCRETE FILLET
2% SLOPE (TYP.)
PROVIDE CONCRETE FILLET FOR
ALL SANITARY MANHOLE INVERTS
1/2 PIPE DIA.
t
6"
SECTION A-A
PRECAST REINFORCED CONCRETE
MANHOLE BOTTOM WITH INTEGRAL SIDEWALL
CA-7 AGGREGATE
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.
STANDARD DETAIL
FOR
5. INTERIOR JOINTS SHALL BE "BUTTERED" WITH NON-SHRINK GROUT.
6. STORM MANHOLES SHALL HAVE A WALL THICKNESS OF 6" FOR 5’
SANITARY SEWER MANHOLE
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.
DATE: JUNE 2007
...\SAN-2 (Sanitary Sewer Manhole).dgn
SAN-3
5/8" MIN. FOR D.I.
3/4" MIN. FOR C.I.
VILLAGE
D
OF
D
SHOREWOOD
SANITARY
2" RAISED LETTERS
"VILLAGE OF SHOREWOOD"
SEAL TITE LID
SANITARY STAMPED IN LID
SEAL TITE CONCEALED PICK HOLE
2-1/4"
2-1/2"
1-3/8"
1-3/8"
CAST CLOSED LID
(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).
STANDARD DETAIL
FOR
SANITARY MANHOLE
FRAME & COVER
DATE: JUNE 2007
...\SAN-3 (Sanitary Sewer Manhole Frame & Cover).dgn
SAN-4
FLEXIBLE BOOTS MEETING ASTM
C923 CLAMP-ON TYPE
(CAST-IN BOOT SHOWN;
PRESSED-IN BOOT ALSO
PERMITTED)
FLEXIBLE BOOTS
MEETING ASTM
C923 "A-LOCK"
TYPE
CLAMP SECURELY IN ACCORDANCE
WITH BOOT MFR’S INSTRUCTIONS.
INVERT CHANNEL
USE A MINIMUM OF 2 STAINLESS
CONCRETE
STEEL CLAMPS.
INSTALL PIPE IN
ACCORDANCE WITH
BOOT MFR’S INST.
OR
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
STANDARD DETAIL
FOR
SANITARY MANHOLE PIPE
CONNECTION
DATE: JUNE 2007
...\san-4 (sanitary pipe connection).dgn
SAN-5
FLOW
8" MIN. CLASS SI
CONC. ENCASEMENT
TO TOP OF BEND
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".
ALL PIPING SHOWN
SHALL BE DUCTILE
IRON CLASS 52 M.J.
NO SCALE
PIPE AND MEGALUG
FITTINGS
STANDARD DETAIL
FOR
DROP CONNECTION
DATE: JUNE 2007
...\san-5 (drop connection).dgn
SAN-6
PRIVATE DEVELOPMENT
(MULTI-TENANT)
NEW SEWER
MANHOLE
CLEANOUT (TYP.)
SEWER SERVICE
ROW
NEW SEWER MANHOLE
EXISTING SEWER
FOR SERVICE CONNECTOR
EOP PUBLIC ROADWAY
~ PUBLIC ROADWAY
STANDARD DETAIL
FOR
NON-RESIDENTIAL
SEWER SERVICE
DATE: JUNE 2007
...\SAN-6 (Non-Residential Sewer Service).dgn
SAN-7
2’-0"
PROPERTY LINE
4"X4" WOOD
MARKER POST,
6" PVC
PAINTED GREEN,
3’-0" ABOVE
FINISHED GRADE,
WYE BRANCH
TO 2’-0" BELOW
FINISHED GRADE
1% MIN SLOPE
10% MAX SLOPE
MANUFACTURER’S
PLUG
30 OR 45 ELBOW
6" SERVICE RISER
WYE BRANCH
f VARIES
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.
STANDARD DETAIL
FOR
RESIDENTIAL SEWER SERVICE
DATE: JUNE 2007
...\san-7 (residential sewer service).dgn
5’-6" MIN. COVER
WTR-1
IDOT CA-7 UNDER
OR WITHIN 5 FEET
COMPACTED TO 85%
MODIFIED PROCTOR
HORIZONTALLY OF
MAXIMUM DENSITY,
PAVEMENT,
EXCEPT WHERE CA-7 IS
SIDEWALK, CURB
REQUIRED
& GUTTER OR
DRIVEWAYS, OR
WHERE INDICATED
ON PLANS
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
6"
LINING PER AWWA C104, AND
FITTINGS PER AWWA C110
OR AWWA C153
4"
IDOT CA-7
BEDDING,
HAUNCHING AND
INITIAL BACKFILL
NO SCALE
NOTES:
1. PRESSURE AND LEAKAGE TESTS AND CHLORINATION
SHALL BE COORDINATED WITH VILLAGE UTILITY FOREMAN.
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.
STANDARD DETAIL
FOR
3. AFTER COMPLETING A SATISFACTORY PRESSURE TEST,
WATER MAIN INSTALLATION
THE WATER MAIN SHALL BE LEAKAGE TESTED FOR 24 HOURS
AT SYSTEM PRESSURE, IN ACCORDANCE WITH
THE STANDARD SPECIFICATIONS FOR WATER &
SEWER MAIN CONSTRUCTION IN ILLINOIS, LATEST EDITION.
DATE: JUNE 2007
...\wtr-1 (watermain installation).dgn
WTR-2
UNDISTURBED EARTH
TRENCH WALL (TYP.)
UNDISTURBED EARTH
TRENCH WALL (TYP.)
UNDISTURBED EARTH
TRENCH WALL (TYP.)
NOTES
1. PROVIDE PRECAST OR CAST-IN-PLACE
PLANS
IDOT CLASS SI CONCRETE THRUST BLOCKS
OF ADEQUATE SIZE AND THRUST
BEARING SURFACE TO PREVENT MOVEMENT
OF PIPELINE UNDER PRESSURE.
2. PLACE THE BASE AND THRUST BEARING
SIDES OF THRUST BLOCK DIRECTLY AGAINST
UNDISTURBED EARTH.
3. PLACE THRUST BLOCKING SO THE FITTING
NO SCALE
UNDISTURBED EARTH
JOINTS WILL BE ACCESSIBLE FOR REPAIR.
4. ALL FITTINGS SHALL HAVE MECHANICAL JOINTS
WITH MEGA-LUG RETAINER GLANDS BY EBAA
IRON, AND DURATRON SAC-NUTS ON 50%
OF ALL BOLTS.
SECTION
STANDARD DETAIL
FOR
THRUST BLOCK
INSTALLATIONS
DATE: JUNE 2007
...\WTR\wtr-2 (thrust block).dgn
WTR-3
TOP OF CASTING
SEE WTR-5
FINISHED GRADE
2’
PREFORMED NON-HARDENING
2’-8"
MASTIC
(TYPICAL ALL
SECTION JOINT)
4’
UP TO AND INCLUDING 12"
5’-6" MIN.
EXTRUDIBLE
PREFORMED
PLASTIC GASKET
WATEROUS C-515
AFC2500 DUCTILE IRON
GATE VALVE WITH STAINLESS
STEEL HARDWARE FOR VALVES
AWWA *C504 (PRESSURE
CLASS 150B) BUTTERFLY
VALVE FOR 16" AND LARGER
PRECAST CONCRETE MANHOLE
SECTIONS - ASTM C478
8"
RUBBER BOOT (TYP.)
SOLID PRECAST
INTEGRAL BOTTOM
6"
CA-7
6"
6"
PRECAST CONC.
BLOCK SUPPORT
1) VALVE MUST ALIGN WITH THE CENTER OF VAULT OPENINGS.
2) CONES MUST BE CONCENTRIC WITH VALVES 12" AND SMALLER.
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
MASTIC MATERIAL( CONSEAL CS-102B, OR APPROVED EQUAL) TO A MAXIMUM HEIGHT OF 12".
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.
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.
STANDARD DETAIL
FOR
10) HAVE ANSI CLASS 125 STANDARD FLANGE OR VICTAULIC COUPLING ENDS.
11) HAVE VALVE SHAFT OF EITHER 18-8 OR TYPE 304 STAINLESS STEEL,
VALVE VAULT
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.
DATE: JUNE 2007
...\WTR\WTR-3 (Valve Vault).dgn
WTR-4
NOTES:
1. ECCENTRIC CONE REQUIRED
2. 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".
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.
4. DURATION SAC-NUTS SHALL BE USED ON 50% OF
ALL BOLTS.
TOP OF CASTING AND LID
FINISHED GRADE
SEE WTR-5
PRECAST CONC.
ADJUSTING RINGS
(NO MORE THAN 2 RINGS
FRAME AND COVER:
OR 12" OF ADJUSTMENT)
EJIW 1050 EX HD , OR
NEENAH R-1712
SEE CASTING
ADJUSTMENT DETAIL
MANHOLE STEPS @ 16"
C. TO C. COPOLYMER
6"
POLYPROPYLENE PLASTIC
W/ CONTINUOUS 1/2"
EXTRUDIBLE PREFORMED
5’-6" MIN. COVER
STEEL REINFORCEMENT
PLASTIC GASKET
MIN.
(TYPICAL ALL
BY M.A. INDUSTRIES,
INC., OR APPROVED
SECTION JOINTS)
EQUAL
WATEROUS C-515 AFC
2500, DUCTILE
IRON, WITH STAINLESS
STEEL HARDWARE
PRECAST CONCRETE
MANHOLE SECTIONS:
ASTM C478
STAINLESS STEEL
TAPPING SLEEVE:
SMITH-BLAIR STYLE
RUBBER BOOT
NO. 662
WATER MAIN
EXIST. WATER
MIN.
CONCRETE
THRUST BLOCK
4"
8"
MAIN
CONCRETE SUPPORT
GRANULAR BEDDING MATERIAL: CA-7
PRECAST CONC. OR
6" MIN. CAST-IN-PLACE
CONC. BOTTOM
EXTRUDIBLE PREFORMED
PLASTIC GASKET
STANDARD DETAIL
FOR
NO SCALE
PRESSURE CONNECTION
VALVE VAULT
DATE: JUNE 2007
...\wtr-4 (pressure connection valve vault).dgn
WTR-5
5/8" MIN. FOR D.I.
3/4" MIN. FOR C.I.
2" RAISED LETTERS
VILLAGE
"VILLAGE OF SHOREWOOD"
D
OF
D
SHOREWOOD
WATER
SEAL TITE LID
SEAL TITE CONCEALED PICK HOLE
2-1/4"
2-1/2" MIN.
2-1/2"
1-3/8"
1-3/8"
22-3/4"
1-3/4"
3/4" Min.
5/8"
5/8"
6" DIA.
CAST CLOSED LID
(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) DIMENSIONS FOR CASTINGS ARE COMPARABLE TO EAST JORDAN 1022-3
OR NEENAH R-1772-C.
5) LIDS AND FRAMES TO MEET AASHTO H-20 LOADING SPECIFICATIONS.
6) ALL CASTINGS SHALL BE SHOP PAINTED WITH ASPHALTIC BASE PAINT.
STANDARD DETAIL
FOR
VALVE VAULT
FRAME & COVER
DATE: JUNE 2007
...\WTR-5 (Valve Vault Frame & Cover).dgn
WTR-6
EAST JORDAN 5CD250
OR CLOW MEDALLION
CAST IRON COVER
MARKED "WATER"
18" (MIN.)
BREAK FLANGE
26" (MAX.)
5'-6" COVER
MUELLER
VALVE BOX
10360
STABILIZER
COVER W/ PLASTIC
6" AUXILIARY GATE
VALVE: AWWA C-509
1 C.Y. (MIN)
CA-7
CONCRETE THRUST
BLOCKING
CONCRETE
TYLER "SWIVEL-TEE"
BLOCKS
MECHANICAL JOINT WITH FIELD-LOK
GASKET AND MEGA LUG RESTRAINT
MECHANICAL JOINT
(FLANGED JOINT NOT PERMITTED)
NO SCALE
NOTES:
1. ALL BOLTS & NUTS BELOW GRADE ON FIRE HYDRANT
SHALL BE STAINLESS STEEL.
2. ALL BOLTS & NUTS ON AUXILIARY VALVE SEAL PLATE
AND BONNET SHALL BE STAINLESS STEEL.
3. THRUST BLOCKING SHALL BE CONSTRUCTED SO
HYDRANT DRAIN HOLE IS NOT OBSTRUCTED.
4. HYDRANT SHALL BE PAINTED ACE BRAND RUST STOP
STANDARD DETAIL
FOR
FIRE HYDRANT
SAFETY RED.
$FILEABBREV$
WTR-7
HORIZONTAL OFFSET
6"
MIN.
"
22"
10
"
45
10
WATER MAIN
8’
LINE
FIN. GRADE
SERVICE BOX:
MUELLER H-10300
WITH STATIONARY
5’-0" MIN.
PROPERTY
PLAN
EXTENSION ROD
VARIABLE
(ONE PIECE OF PIPE - NO SPLICES)
WATER MAIN
SERVICE PIPE: ASTM B88,
45
PRECAST CONCRETE BLOCK
TYPE K,
COMPRESSION
FITTINGS
CORPORATION STOP:
CURB STOP:
MUELLER, P-25155
MUELLER, H-15013
SECTION
NO SCALE
NOTES:
1. TRENCH BACKFILL SHALL BE INSTALLED PER
WATER MAIN INSTALLATION DETAIL.
2. PLACE AND HAND-TAMP AT LEAST 1/4 CUBIC
YARDS OF SAND AROUND CORPORATION STOP.
3. MINIMUM DISTANCE BETWEEN SERVICE TAPS
SHALL BE 18 INCHES.
4. MINIMUM RESIDENTIAL SERVICE DIAMETER SHALL BE 1 1/2".
5. SERVICES SHALL NOT BE LOCATED WITHIN DRIVEWAYS.
STANDARD DETAIL
FOR
WATER SERVICE
6. ALL SERVICES TO BE ABANDONED OR RELOCATED SHALL BE
CLOSED AT THE CORP STOP AND RE-TAPPED.
DATE: JUNE 2007
7. SEE DETAIL MSC-3 FOR SERVICE LATERAL LOCATIONS.
...\WTR\wtr-7 (water service).dgn
WTR-8
OPERATING HANDLE (OFF-ON)
BRASS WATER NOZZLE
(NON-THREADED)
PUMP CONNECTOR
RETAINING WASHER
(COPPER TUBING)
22" MAXIMUM
16" MINIMUM
LOCK PIN
REMOVABLE LOCKABLE UPPER
BRASS PET COCK
HOUSING (MOLDED)
PVC NIPPLE
STAINLESS STEEL ANCHOR
BOLTS AND NUTS
WELDED STOP LOCKS
BOTTOM MOLDED
HOUSING
FINISHED GRADE
STEEL ANCHOR POST
SERVICE BOX:
MUELLER H-10300, OR
VALVE STEM
McDONALD 5614
PVC NIPPLE
VARIABLE
COPPER TUBING
(ONE PIECE OF PIPE)
WATER MAIN
BRASS ELBOW
3/4" SERVICE PIPE:
45
ASTM 88, TYPE K,
BRONZE BALL VALVE
FLARED FITTINGS
W/ CHROME PLATED BALL
FLARED CORPORATION
STOP WITH PLUG
FLARED CURB STOP WITH
VALVE: MUELLER,
BALL VALVE AND MINNEAPOLIS PATTERN:
FORD OR McDONALD
MUELLER OR McDONALD
PRECAST CONCRETE BLOCK
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.
STANDARD DETAIL
FOR
3) CONTRACTOR SHALL HAVE SAMPLING STATION
WATER SAMPLING STATION
STAKED FOR LOCATION AND ELEVATION AND APPROVED
BY THE VILLAGE PRIOR TO INSTALLATION.
DATE: JUNE 2007
...\WTR-8 (Water Sampling Station).dgn
ELE-1
TWIN ASSEMBLY
SINGLE ASSEMBLY
30"
36"
48"
33"
18’-0"
DECORATIVE
ARM
18’-0"
%%
90
TRAFFIC
FLOW
d
16’-0"
HANDHOLE
POSITION
INTERNAL
SLEEVE
PROVIDED
POLE SHAFT
32"
NOM.
32"
NOM.
20"
NOM.
20"
NOM.
ANCHOR RING 1"
ABOVE GRADE
NOTE:
15" DIA.
BOLT
CIRCLE
ANCHOR RING 1"
ABOVE GRADE
HAND
HOLE
1. LIGHT POLE ASSEMBLY SHALL BE SUN VALLEY
DETAIL NO. CS-4092 REV. 9, OR APPROVED EQUAL.
2. DIRECT CONNECTED LIGHT POLES SHALL BE
PROVIDED WITH 120V BUTTON-TYPE
PHOTOELECTRIC CELL.
3. 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.
4. SEE SHEET 2 OF 2 FOR SPECIFICATIONS.
STANDARD DETAIL
FOR
ORNAMENTAL TYPE
LIGHT POLE
SHEET 1 OF 2
DATE: MARCH 2009
N:\Shorewood\CONSTRUCTION STANDARDS\STANDARD DETAILS\ELE\ele-1 (Ornamental Light Pole).dgn
ELE-1
SPECIFICATIONS:
LUMINAIRE: HOUSING AND DOOR FRAME-HEAVY WALL CAST
ALUMINUM CONSTRUCTION WITH REMOVABLE BALLAST
TRAY FOR EASY BALLAST ACCESS. REFLECTOR-HEAVY
WALL ALUMINUM CONSTRUCTION.
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.
LAMP: 150 W. H.P.S.- PUBLIC STREET
250 W. H.P.S. - COMMERCIAL APPLICATION
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.
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.
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.
FINISH: ELECTROSTATICALLY APPLIED BAKED ON TEXTURED ACRYLIC
ENAMEL-HIGH GLOSS (COLOR: BLACK).
NOTE: 1. HAND HOLE COVER TO READ "VILLAGE OF SHOREWOOD".
2. POLE ASSEMBLY RATED FOR 90 M.P.H. SUSTAINED WIND
LOADS PLUS 1.3 WIND GUST.
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
N:\Shorewood\CONSTRUCTION STANDARDS\STANDARD DETAILS\ELE\ele-1 (Ornamental Light Pole).dgn
ELE-1A
26 1/2 "
22"
42"
31"
10’-11 1/2 "
10’-0"
DECORATIVE
ARM
d
%%
90
TRAFFIC
FLOW
HANDHOLE
POSITION
POLE SHAFT
25"
NOM.
17"
NOM.
ANCHOR
RING 1"
ABOVE
GRADE
HAND
HOLE
12" DIA.
BOLT CIRCLE
NOTE:
PHOTOELECTRIC CELL.
STANDARD DETAIL
FOR
PEDESTRIAN SCALE (10’)
ORNAMENTAL TYPE
LIGHT POLE
SHEET 1 OF 2
DATE: MARCH 2009
N:\Shorewood\CONSTRUCTION STANDARDS\STANDARD DETAILS\ELE\ele-1A (Ped Level Ornamental Light Pole).dgn
ELE-1A
SPECIFICATIONS:
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.
LAMP HOLDER: MEDIUM BASE PORCELAIN.
LAMP: 70 W. H.P.S.
(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
FINISH: POLYESTER POWDER COAT - HIGH GLOSS (COLOR: BLACK)
3. OPTIONS:
- SPEAKER BRACKET
- GFI
STANDARD DETAIL
FOR
PEDESTRIAN SCALE (10’)
ORNAMENTAL TYPE
LIGHT POLE
SHEET 2 OF 2
DATE: MARCH 2009
N:\Shorewood\CONSTRUCTION STANDARDS\STANDARD DETAILS\ELE\ele-1A (Ped Level Ornamental Light Pole).dgn
ELE-2
23"
33"
10’-0"
25"
NOM.
17"
NOM.
12" DIA.
BOLT
CIRCLE
ANCHOR
RING 1"
ABOVE
GRADE
HAND
HOLE
NOTE:
PHOTOELECTRIC CELL.
N:\Shorewood\CONSTRUCTION STANDARDS\STANDARD DETAILS\ELE\ele-2 (Ped Symmetrical Ornamental Light Pole).dgn
STANDARD DETAIL
FOR
PEDESTRIAN SCALE
SYMMETRICAL
ORNAMENTAL TYPE
LIGHT POLE
SHEET 1 OF 2
DATE: MARCH 2009
ELE-2
SPECIFICATIONS:
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.
LAMP HOLDER: MEDIUM BASE, PORCELAIN.
LAMP: 70 W. H.P.S.
(MULTI-TAP VOLTAGE, SPECIFY VOLTAGE)
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.
CONSTRUCTION. MINIMUM .210 WALL THICKNESS. BASE CONSISTS
COLLAR AND FLUTED HAND HOLE COVER CONTOURED TO BASE DESIGN.
ANCHORAGE: (4) 3/4 "X24" FULLY GALVANIZED ANCHOR BOLTS. EACH BOLT
FINISH: POLYESTER POWDER COAT - HIGH GLOSS (COLOR: BLACK)
3. OPTIONS:
- SPEAKER BRACKET
- GFI
STANDARD DETAIL
FOR
PEDESTRIAN SCALE
SYMMETRICAL
ORNAMENTAL TYPE
LIGHT POLE
SHEET 2 OF 2
DATE: MARCH 2009
N:\Shorewood\CONSTRUCTION STANDARDS\STANDARD DETAILS\ELE\ele-2 (Ped Symmetrical Ornamental Light Pole).dgn
ELE-5
TO 240 VOLT
ROADWAY
LUMINAIRE
(NOTE 2)
PHASE CONDUCTOR
GROUND CONDUCTOR
NEUTRAL CONDUCTOR
1 CONNECTOR KIT METHOD
WITH 6A FUSES INSIDE A
TWO POLE FUSE HOLDER
AND INSULATING BOOTS
2
2 NO. 10 A.W.G. THWN WIRE
3 MULTIPLE COMPRESSION
FITTINGS (SPLICE)
1
4 CONCRETE FOUNDATION
5 WIRE AS SHOWN ON PLANS
6 UNIT DUCT IN PVC RACEWAY
3
7 POLE GROUND LUG
8 #6 GROUND WIRE MECHANICALLY
CLAMPED TO GROUND ROD
7
9
5/8 " DIA.x10’ GROUND ROD
5
8
4
9
6
NOTES:
1. TWIN HEADED LIGHT POLES HAVE SEPARATE FUSING & CIRCUIT
FOR SECOND FIXTURE.
2. DIRECT CONNECTED LIGHT POLES HAVE 120 VOLT LUMINAIRES.
STANDARD DETAIL
FOR
LIGHT POLE HANDHOLE
WIRING DIAGRAM
DATE: JULY 2007
ELE-6
HEAT-SHRINKABLE CAP WITH
FACTORY APPLIED
WATERPROOF SEALANT,
(SIZED TO ACCOMMODATE
NUMBER OF CABLES)
TRIMMED CABLES
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)
ELECTRIC CABLES IN
CONDUIT (SIZE &
NUMBER AS NOTED ON
CONTRACT DRAWINGS)
#10 AWG ELECTRIC CABLE
TO LUMINAIRE
EXPOSED SEALANT
STANDARD DETAIL
FOR
SPLICING ELECTRIC CABLES
DATE: JULY 2007
ELE-7
MIN. 2’
VARIABLE
MIN. 2’
R.O.W.
MIN 30"
R.O.W.
RGS CONDUIT
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.
30" MINIMUM
~ OF TRENCH
TRENCH BACKFILL
RED WARNING TAPE
6" WIDE
CONDUIT/DUCT SIZES
AS SHOWN ON PLANS
12" MAXIMUM WIDTH
EXCEPT AS APPROVED
BY THE VILLAGE
TRENCH CROSS SECTION
STANDARD DETAIL
FOR
CONDUIT INSTALLATION
DATE: JULY 2007
ELE-8
GENERAL NOTES:
1.
DISCONNECT ENCLOSURE SHALL BE LOCATED A MINIMUM OF 10’ FROM COM ED
TRANSFORMER/PEDESTAL.
2.
INSTALL CONDUIT TO WITHIN 3’ FROM COM ED TRANSFORMER/PEDESTAL WITH SUFFICIENT
CABLE/DUCT COILED UP. CONNECTION BY COM ED.
3.
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.
4.
PROVIDE GROUND RODS AT SERVICE DISCONNECT AND AT EACH LUMINAIRE AS SHOWN.
PROVIDE EQUIPMENT GROUNDING CONDUCTOR IN RUN(S) TO LUMINAIRE(S) PER NEC.
5.
SPLICE CONDUCTORS IN POLE BASE(S) USING COMPRESSION SLEEVES PER VILLAGE
OF SHOREWOOD STANDARD DETAIL.
6.
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).
7.
USE PVC SCH 80 CONDUIT FOR ALL INSTALLATION WITHIN RIGHT-OF-WAYS.
NEMA 3R PEDESTAL
ENCLOSURE, MILBANK
MODEL #U4329-0
SEE NOTE 1
13"
60A-120V CIRCUIT
BREAKER, 22K AIC
NEUTRAL/GROUND
BUS
COM ED TRANSFORMER/
PEDESTAL
58"
1/C #6, 1/C #6
NEUTRAL &
1/C #6 GROUND
1/C #6 & 1/C #6
NEUTRAL
#8 AWG GROUND
WIRE
NOTE 2
12"
3/4 "x10’ COPPER
CLAD GROUND ROD
W/ MECHANICAL
CONNECTION
TO STREET
LIGHT
PHASE CONDUCTOR
GROUND CONDUCTOR
NEUTRAL CONDUCTOR
1" SCH 40 HDPE
CONDUIT (NOTE 7)
STANDARD DETAIL
FOR
DIRECT CONNECTED STREET
LIGHT SERVICE DISCONNECT
DATE: JULY 2007
ELE-9
BY C.E. CO.
CONTRACTOR TO INSTALL
SUFFICIENT CABLE SLACK
TO REACH COM ED
SECONDARY/TRANSFORMER
WITHOUT SPLICING
HEIGHT AS REQ’D
COM ED WOOD UTILITY POLE
FURNISHED BY
CONTRACTOR
INSTALLED BY
C.E. CO.
30"
FURNISHED &
INSTALLED
CONTRACTOR
GRADE LINE
MIN.
10’-2" GALV. CONDUIT
2 HOLE STRAPS, AS
REQUIRED
10’
(NOTE 3)
COM ED TO INSTALL
FROM 10 FT. ABOVE
GRADE AND UP
2" RIGID GLAVANIZED
STEEL (RGS) ELBOW
2" RGS CONDUIT TO
LIGHTING CONTROLLER
5/8"x10’ COPPERWELD GROUND
ROD W/ #4 AWG SOLID COPPER
GROUND WIRE ATTACHED W/
CLAMPS, LISTED FOR DIRECT
BURIAL SERVICE
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.
STANDARD DETAIL
FOR
COM ED OVERHEAD
CONNECTION FOR
LIGHTING CONTROLLER
DATE: JULY 2007
ELE-10A
100A-120/240V, 1},
3 WIRE, 60 HZ SERVICE
METER TO BE SUPPLIED
BY LOCAL UTILITY
COMPANY
PHASE CONDUCTOR
NEUTRAL CONDUCTOR
GROUND CONDUCTOR
PHOTOCELL MOUNTED
IN CABINET OVERHANG
CABINET OUTLINE
1/C NO. 2
NEUTRAL
13
10
17
14
1
OFF
3
9
12
HAND
AUTO
9
16
11
NEUTRAL
BUS
N.O.
N.C.
NO. 6
BONDING
JUMPER
4
7
LATCHING
CONTACT
2
CLEARING
CONTACT
5
GROUND
BUS
9
15
6
A
B
C
SPARE
D
8
9
#6 TYP.
NO. 6 COPPER
WIRE TO
GROUND FIELD
BRANCH CIRCUIT WIRING,
MINIMUM (4/C #6 & 1/C #6 GND
IN 1 1/4 " UNIT DUCT), TYP.
STANDARD DETAIL
FOR
LIGHTING CONTROLLER
SHEET 1 OF 4
DATE: JULY 2007
ELE-10B
ITEM
SPECIFICATION
MFG/MODEL NO. OR EQUAL
1 MAIN CIRCUIT BREAKER
100 AMPERE, 2P, 240V RATING, 22K AIC
SIEMENS NO. ED42B100
2 LAMPHOLDER CIRCUIT
BREAKER
3 PHOTOELECTRIC CONTROL
CIRCUIT BREAKER
4 AUXILIARY RELAY
120 V OPERATED DPDT 60 HZ COIL 600V
2 N.O. & 2 N.C. CONTACTS
MAGNECRAFT NO.
389FXBXC1-120A
5 CABINET RECEPTACLE
AND BOX
COMMERCIAL GRADE GFCI 20A/120V,
MOUNTED IN A WEATHERPROOF CAST
ALUMINUM SINGLE GANG BOX WITH
WEATHERPROOF COVER
RECEPT: LEVITON NO. 8899,
120V WEATHERPROOF LAMPHOLDER
MOUNTED IN A CAST ALUMINUM
BOX & EXT. GRADE 100W LAMP
RAB NO. VX100DG
7 CONTACTOR
100 AMPERE, 2P, 120V COIL, MECH HELD
SQUARE D NO. 8903SQO10V02
8 BRANCH LINE CIRCUIT
BREAKERS
5-30 AMPERE, 2P, 240V RATING, 22K AIC
9 POWER DISTRIBUTION
BLOCK
600 VOLT, INSULATED, SIZE AS
REQUIRED
MARATHON
10 SERVICE CABLES
3-600V (XLP-TYPE USE) NO. 2
N/A
11 LAMPHOLDER WIRE
2-600V MTW NO. 12
N/A
12 CONTROL WIRE
2-600V MTW NO. 12
N/A
13 SURGE ARRESTOR
10 K AMPERE RATING
SQUARE D NO. SDSA 1175
14 PHOTOELECTRIC
CONTROL WIRE
3-600V MTW NO. 12
3-600V XLP NO. 12
15 DOOR SWITCH
20A/120V, DOOR MOUNTED SNAP
ACTION TYPE PLUNGER SWITCH
OMRON NO. A-20GQ-K
16 HAND-AUTO-OFF
CONTROL SWITCH
20A, 3 POS. MTD IN CAST
ALUM. ENCLOSURE
SQUARE D NO. 9001 KYK 111
17 PHOTOCELL
120V, MTD. ON CABINET, DELAY TYPE,
SPST-NC
FISHER PIERCE NO.
FPFA-105M-120V
6 CABINET LIGHT & BOX
BOX: APPLETON NO. WSM150
COVER: APPLETON NO. WHG1
STANDARD DETAIL
FOR
LIGHTING CONTROLLER
SHEET 2 OF 4
DATE: JULY 2007
ELE-10C
NOTES
1.
CABINETS SHALL BE FABRICATED FROM 0.125-INCH SHEET TYPE 5052-H32 ALUMINUM, FORMED
AND ARC WELDED ASSEMBLY.
2.
ALL SCREWS AND HARDWARE SHALL BE PLATED, GALVANIZED, OR MADE OF BRASS, ALUMINUM
OR STAINLESS STEEL.
3.
NAME PLATE SHALL HAVE ENGRAVED 0.75-INCH HIGH LETTERS FILLED IN BLACK: "STREET
LIGHTING."
4.
CABINET SHALL BE PRIMED AND PAINTED AS SPECIFIED. FINISH COAT SHALL BE
RAL6005 GREEN POWDER PAINT.
5.
ELECTRIC UTILITY METER BOX SHALL BE MOUNTED ON THE SIDE OF CONTROL CABINET
AS SHOWN ON THE PANEL LAYOUT DIAGRAM.
6.
THE COMPLETED CONTROLLER WITH ALL OF ITS COMPONENTS SHALL BE UL LISTED AS
AN "ENCLOSED INDUSTRIAL CONTROL PANEL UNDER UL508A.
7.
METAL MOUNTING PANEL SHALL BE #10 GAUGE GALVANIZED SHEET STEEL FLANGED
BACK 0.75-INCHES ID ON 4 SIDES.
8.
CIRCUIT BREAKERS, CONTACTORS AND OTHER COMPONENTS SHALL BE MOUNTED ON
0.125-INCH THICK GLASTIC INSULATION BACK PANEL.
9.
ALL DEVICES SHALL BE FRONT REMOVABLE.
10.
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.
11.
ALL LUGS SHALL BE COPPER SCREWS AND CONNECTORS, SPRING HELD.
12.
ALL WIRING TERMINATIONS SHALL BE RATED NOT LESS THAN 75 DEGREE CENTIGRADE.
13.
ALL CONTROL WIRING SHALL BE 600V MACHINE TOOL WIRE TYPE MTW.
14.
ALL POWER WIRING SHALL BE 600V TYPE RHH/RHW.
15.
A LAMINATED COPY OF THE CIRCUIT SCHEMATIC DIAGRAM SHALL BE ATTACHED TO
THE INSIDE OF THE CONTROLLER.
16.
ALL 120 VOLT SYSTEM AND ALL CONTROL WIRING SHALL BE #12 AWG STRANDED UNLESS
OTHERWISE INDICATED.
17.
ALL WIRING SHALL BE NEATLY DRESSED AND SUPPORTED.
18.
CONNECTION OF SURGE ARRESTOR TO LINE SIDE OF MAIN CIRCUIT BREAKER SHALL
NOT BE "DOUBLE LUGGED."
STANDARD DETAIL
FOR
LIGHTING CONTROLLER
SHEET 3 OF 4
DATE: JULY 2007
ELE-10D
VENT IN OVERHANG WITH
TRAFFIC BOX ENCLOSURE
TYPE IV ALUMINUM FABRICATED,
ARRANGED FOR MOUNTING
NEMA 3R ENCLOSURE FACTORY
ON CONCRETE FOUNDATION
PAINTED GREEN WITH SLOPED
TOP AND SHIELD. CABINET SHALL
SCREEN
BE MANUFACTURED BY SOUTHERN
COM ED
SERVICE
METER
STEEL PLATE LETTERING
3/4 " SIZE W/ "STREET
MFG (DIV OF ACCORD INDUSTRIES)
AND AS COMPACT AS POSSIBLE
CABINET DOOR SHALL
FACE AWAY FROM
ROADWAY
LIGHTING" ENGRAVED ON
NAME
CORROSIVE RESISTANT
PLATE
PLATE
LOUVERED DOOR WITH
FILTER AND SCREEN
ENDS OF CONDUITS TO
BE SEALED TO PREVENT
ENTRANCE OF MOISTURE
CABINET SHALL HAVE
CORBIN LOCK AND
ALSO BE PADLOCKABLE
1/2 " DIA. x 12"
ANCHOR BOLTS
SIZE OF CONCRETE PAD
4"
1" CHAMFER
WHERE NO SIDEWALK
BUSHING
COMPACTED
2’-6"
EXISTS-24"x30"x5"
GROUND LINE
4’-6"
SAND BASE
3" PVC RACEWAYS.
CONTRACTOR TO
COORDINATE,
NUMBER AND
ORIENTATION
(PROVIDE 2 SPARES)
CONCRETE
FOUNDATION
#4 @ 12" TIES
6 #4 VERTICAL
PLACED
2" RGS SERVICE
CONDUIT TO COM ED
POLE OR TRANSFORMER
UNDISTURBED GROUND
3/4 "x10’ COPPERWELD
GROUND ROD, TYP. SEE
GROUND FIELD DETAIL
THIS SHEET
LIGHTING CONTROLLER CABINET & FOUNDATION
12"x12" GREEN POLYMER CONCRETE
ACCESS WELL WITH "GROUND" LOGO
EMBOSSED IN COVER, TYP. OF 3
"
G
0
E
’. L
A
. E
0
1
P
Y
T
3/4 " X 10’ COPPERCLAD
GROUND ROD MIN. 1’-0"
BELOW GRADE (TYP.)
EXOTHERMIC WELD, TYP.)
NO. 6 COPPER
GROUND WIRE
(TYP. EACH LEG)
STANDARD DETAIL
NO. 6 COPPER
GROUND WIRE TO
LIGHTING CONTROLLER
GROUND BUS
FOR
LIGHTING CONTROLLER
SHEET 4 OF 4
GROUND FIELD DETAIL (TYP.)
DATE: JULY 2007
SGN-1
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.
STANDARD DETAIL
FOR
SIGN STANDARDS
SHEET 1 OF 2
DATE: JUNE 2007
...\SGN\sgn-1 (sign standards).dgn
SGN-1
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.
STANDARD DETAIL
FOR
SIGN STANDARDS
SHEET 2 OF 2
DATE: JUNE 2007
...\sgn-1a (sign standards).dgn
SGN-2
24"
NO
ON VILLAGE
30"
PARKING
STREETS
AFTER 2-INCH
SNOWFALL
STANDARD DETAIL
FOR
NO PARKING SIGN
DATE: JUNE 2007
...\SGN\sgn-2 (no parking).dgn
SGN-3
3"
RESIDENTIAL
30"
3 12"
8"
SPEED
LIMIT
36"
6"
24"
25
UNLESS
2"
OTHERWISE
POSTED
NOTES:
1. PREFERRED LETTER SIZES NOTED.
2. PLACE ABOVE WEIGHT LIMIT SIGN ON SAME POST.
STANDARD DETAIL
FOR
RESIDENTIAL SPEED
LIMIT SIGN
DATE: JUNE 2007
...\sgn-3 (residential speed limit).dgn
SGN-4
24"
6AM TO 10 AM
30"
SPRINKLING
ALLOWED
6PM TO 10 PM
ODD / EVEN
YEAR ROUND
REGULATION
NOTE:
1. THIS SIGN IS TO BE DELIVERED TO THE PUBLIC WORKS
DEPARTMENT, NOT INSTALLED.
STANDARD DETAIL
FOR
SPRINKLING SIGN
DATE: JUNE 2007
...\SGN\sgn-4 (sprinkling).dgn
SGN-5
24"
LIMIT
30"
WEIGHT
5
TONS
NOTE: PLACE UNDERNEATH SPEED LIMIT SIGN ON SAME POST.
STANDARD DETAIL
5 TON WEIGHT
LIMIT SIGN
DATE: JUNE 2007
...\SGN\sgn-5 (weight limit).dgn
SGN-6
VILLAGE STANDARD
75’
NO PARKING SIGN
VILLAGE STANDARD
WEIGHT LIMIT SIGN OVER
75’
VILLAGE STANDARD
SPEED LIMIT SIGN
25’
SUBDIVISION
TO RESIDENTIAL
SPRINKLING SIGN
END CURB RETURN
SIGN SPACING
FOR
TYPICAL RESIDENTIAL
SUBDIVISION ENTRANCE
DATE: JULY 2007
...\SGN\SGN-6 (Sign Spacing).dgn
1
.8
7
5
"
21.00"
21.00"
8"
4"
FUT
UREST
REET
ON
CONNECT
I
8"
27.75"
5"
30"
27.75"
5"
R
.75"
.5"
SGN-7
60"
NOTE:
TO BE MOUNTED ON TYPE III BARRICADES BELOW ROAD CLOSED SIGN.
SIGNAGE
FOR
FUTURE STREET
CONNECTION
DATE: JULY 2007
...\SGN-7 (Signage for future).dgn
MSC-1
TOP OF CONCRETE
6" SCREW ON CAP
MONUMENT TO BE
TO BE SET FLUSH
SET FLUSH WITH
WITH FINISHED GRADE
FINISHED GRADE
FINISHED
GRADE
6"
STAMPED BRASS
OF
G
E
SH O
R
72" MINIMUM
DISK, 4" DIA. MIN.
E
O
ELEVATION
O
D
VI
LL
A
IN CENTER
W
36" MINIMUM
(1) # 4 BAR
B
2
701.25
E
1
N
1
CH
.
M AR
K NO
6" P.V.C.
PIPE
6" P.V.C.
PIPE
6"
PERMANENT CONCRETE
MONUMENT
6"
PERMANENT BENCHMARK
NO SCALE
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
STANDARD DETAIL
FOR
PERMANENT
MONUMENTS
DATE: JUNE 2007
...\MSC-1 (Permanent Monuments).dgn
NOTES:
MSC-2
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 14
14 AND 16
0.188
0.250
UNDER RAILROAD
0.2500
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
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
0.563
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.
CASING SPACERS (SEE NOTE 3)
CASING PIPE (SEE
PLANS FOR SIZE)
CARRIER PIPE (SEE
PLANS FOR SIZE AND
MATERIAL)
PEA GRAVEL
(SEE NOTE 4)
STANDARD DETAIL
NO SCALE
FOR
CASING PIPE
DATE: JUNE 2007
...\MSC\msc-2 (casing pipe).dgn
CENTER OF LOT
PLUGGED END OF
5’
5’
SERVICE LOCATED
AT PROPERTY LINE
8’
W
W
W
SANITARY SEWER
W
W
W
W
CORPORATION STOP
SA
SERVICE
WATER
SERVICE
SA
SA
SA
SA
SA
SA
SA
SA
8’
5’
5’
CURB STOP
W/ BOX
RIGHT-OF-WAY
CENTER OF LOT
NOTES:
1. LOCATION OF SEWER AND WATER SERVICES SHALL BE AS SHOWN BELOW UNLESS INDICATED OTHERWISE ON PLANS.
2. THE END OF EACH WATER SERVICE SHALL BE MARKED WITH A BLUE 4"X4" POST, AND STAMPED "W" ON THE CURB.
3. THE END OF EACH SANITARY SEWER SERVICE SHALL BE MARKED WITH A GREEN 4"X4" POST, AND STAMPED "S" ON
THE CURB.
4. WATER SERVICES SHALL END AT THE BUFFALO BOX UNLESS OTHERWISE INDICATED ON PLANS.
MSC-3
FOR
STANDARD DETAIL
DATE: JUNE 2007
...\msc-3 (typical service laterals).dgn
TYPICAL SERVICE LATERALS
NO SCALE
CURB FACE
MSC-4
ACCESSIBLE ROUTE
RAMPS AS
NECCESSARY
ACCESS
AISLE
18’
8’-0"
8’-0"
8’-0"
16’-0"
8’-0"
16’-0"
STANDARD IL DESIGN
NOTE:
1. A HIGH QUALITY YELLOW PAINT
RECOMMENDED BY THE PAINT
MANUFACTURER FOR PAVEMENT
STRIPING SHALL BE USED.
THE ARROW SHOULD BE
OMITTED WHERE THERE
RESERVED
PARKING
IS ONLY ONE SPACE.
2. REFER TO THE VILLAGE
ORDINANCE FOR MINIMUM
THE ARROW MAY ALSO
REQUIRED NUMBER OF
BE MADE TO POINT IN
HANDICAP STALLS.
ONLY ONE DIRECTION.
THE SIGN MUST BE
3. HANDICAP LOGO SHALL BE
SUPPLEMENTED WITH
INSTALLED USING YELLOW
THE ILLINOIS STANDARD
PAINT.
R7-I101 PLATE GIVING
THE AMOUNT OF THE
FINE FOR ILLEGALLY
PARKING IN THE
RESERVED SPACE(S).
R7-8
THIS PLATE MAY BE
MOUNTED DIRECTLY
$350 FINE
BELOW THE R7-8 SIGN
OR COMBINED WITH
THAT SIGN ON A SINGLE
12" BY 24" PANEL.
ILLINOIS STANDARD
R7-I101
STANDARD DETAIL
FOR
HANDICAP STALL
DATE: JUNE 2007
...\MSC\MSC-4 (Handicap Stall).dgn
MSC-5
CURB FACE
1’-0"
(TYP.)
18’
8’-0"
(TYP.)
9’-0"
(TYP.)
SEE NOTE 1
NOTE:
1. A HIGH QUALITY YELLOW PAINT
RECOMMENDED BY THE PAINT
MANUFACTURER FOR PAVEMENT
STRIPING SHALL BE USED.
STANDARD DETAIL
FOR
PARKING STALL STRIPING
DATE: JANUARY 2008
...\MSC-5 (ParkingStripingl).dgn

standard construction details

Transcription

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