SERIES 1 - EROSION CONTROL |
1.01 |
SILT FENCE |
1.02 |
EROSION MAT |
1.03 |
TYPICAL INSTALLATIONS OF EROSION BALES |
1.04 |
INLET PROTECTION, TYPE C |
1.05 |
CLEAR STONE BERM FOR EROSION CONTROL |
1.06 |
INLET PROTECTION TYPE D |
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SERIES 2 - EARTHWORK |
2.01 |
STANDARD PLANTING TECHNIQUE FOR TREES IN
TURF AREAS |
2.02 |
STANDARD PLANTING TECHNIQUE FOR TREES IN
TREE GRATES |
2.03 |
STANDARD PLANTING TECHNIQUE FOR EVERGREENS |
2.04 |
STANDARD PLANTING TECHNIQUE FOR SHRUBS |
2.05 |
STANDARD PRUNING TECHNIQUES FOR DECIDUOUS
AND CONIFEROUS TREES AND SHRUBS |
2.06 |
TYPICAL FIELD STONE RETAINING WALL |
2.07 |
WETLAND PLANTING PODS TYPE #1 |
2.08 |
WETLAND PLANTING PODS TYPE #2 |
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SERIES 3 - CONCRETE AND CONCRETE STRUCTURES |
3.01 |
STANDARD SPECIAL WATERWAY |
3.02 |
MADISON STANDARD CURB CUT DETAILS |
3.03 |
STANDARD CURB RAMPS TYPES 1 AND 2 |
3.04 |
CURB RAMPS GENERAL AND CURB RAMP TYPE 2-A |
3.05 |
CURB & GUTTER DETAIL AT END OF CUL-DE-SAC |
3.06 |
MADISON STANDARD CONCRETE CURB & GUTTER |
3.07 |
MADISON STANDARD CONCRETE CURB & GUTTER |
3.08 |
MADISON STANDARD CONCRETE CURB & GUTTER |
3.09 |
MADISON STANDARD COMMERCIAL DRIVE DETAILS |
3.10 |
LONGITUDINAL JOINTS AND PAVEMENT TIES DETAIL |
3.11 |
DOWELED CONCRETE PAVEMENT DETAIL |
3.12 |
MADISON STANDARD SECTION CORNER MONUMENT
DETAIL |
3.13 |
MOUNTABLE MEDIAN ISLAND NOSE DETAIL |
3.14 |
BIKE RAMP CURB CUT DETAIL |
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SERIES 4 - PAVEMENTS |
4.01 |
TYPICAL SECTION 32' STREET |
4.02 |
TYPICAL SECTION VARIOUS WIDTH STREETS |
4.03 |
TYPICAL SECTION BOULEVARD STREET |
4.04 |
TYPICAL SECTION TEMPORARY STREET |
4.05 |
TYPICAL SECTION WITH UNDERDRAINS |
4.06 |
PAVEMENT DESIGN CRITERIA |
4.07 |
TYPICAL ALLEY WITH CURB & GUTTER |
4.08 |
TYPICAL SECTION BIKE PATH |
4.09 |
GRINDING DETAIL |
4.10 |
CONCRETE SPEED HUMP |
4.11 |
CONCRETE SPEED HUMP RAISED GUTTER |
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SERIES 5 - SEWER AND SEWER STRUCTURES |
5.1 |
GENERAL |
5.1.1 |
MANDREL DETAIL |
5.1.2 |
RCBC REPAIR TYPE I & TYPE II |
5.1.3 |
TYPICAL SECTION SAS ACCESS ROAD TEMPORARY |
5.1.4 |
TYPICAL SECTION SAS ACCESS ROAD PERMANENT |
5.2 |
TRENCH EXCAVATION, BEDDING AND BACKFILL |
5.2.1 |
STORM AND SANITARY SEWER BEDDINGS |
5.2.1A |
HDPE BEDDING AND BACKFILL |
5.2.2 |
TYPICAL TRENCH COMPACTION |
5.2.3 |
TYPICAL PAVEMENT PATCH SECTIONS |
5.3 |
SANITARY SEWER PIPES |
5.3.1 |
RISER DETAIL |
5.3.2 |
LOCATION OF SANITARY LATERALS |
5.3.3 |
COUPLING DETAILS |
5.4 |
STORM SEWER PIPES, APRON ENDWALLS AND OTHER STORM WATER CHANNELS |
5.4.1 |
APRON ENDWALLS FOR PIPES AND PIPE ARCHES |
5.4.2 |
MULTIPLE RCP AE |
5.4.3 |
MULTIPLE HERCP AE |
5.4.4 |
RIPRAP AT APRON ENDWALLS |
5.4.5 |
CONCRETE COLLAR |
5.4.6 |
CONCRETE PIPE JOINT TIES |
5.4.7 |
DRAINAGE FLUME DETAIL |
5.4.8 |
DRAINAGE FLUME DETAIL |
5.4.9 |
SIDEWALK FLUME DETAIL |
5.4.10 |
CURB TO DITCH TRANSITION ASPHALT FLUME |
5.4.11 |
TYPICAL GREENWAY SECTION
(GRASSED-FLOWLINE) |
5.4.12 |
TYPICAL GREENWAY SECTION
(STABILIZED-FLOWLINE) |
5.4.13 |
BIO-RETENTION DETAIL |
5.5 |
BOX CULVERTS AND WINGWALLS |
5.5.1 |
BOX CULVERT WINGWALL |
5.5.2 |
RIPRAP AT BOX CULVERT WINGWALLS |
5.6 |
STORM SEWER GATES |
5.6.1 |
RCP AE GATE |
5.6.2 |
BOX CULVERT INLET GATE (UPSTREAM) |
5.6.3 |
BOX CULVERT OUTLET GATE (DOWNSTREAM) |
5.7 |
SEWER STRUCTURES |
5.7.1 |
SANITARY SEWER CAST-IN-PLACE SAS |
5.7.2 |
SANITARY SEWER PRECAST SAS |
5.7.3 |
STORM SEWER FIELD POURED SAS AND
CATCHBASINS |
5.7.4 |
STORM SEWER 6'X6' CATCHBASIN |
5.7.5 |
STORM SEWER PRECAST SAS (THROUGH SECTION
VIEW) |
5.7.6 |
STORM SEWER PRECAST SAS (TOP VIEW) |
5.7.7 |
TYPE "H" INLET |
5.7.8 |
SADDLED INLET TYPE I |
5.7.9 |
SADDLED INLET TYPE II |
5.7.9A |
STORM SEWER FIELD POURED SADDLED SAS |
5.7.10 |
STORM SEWER PRECAST SADDLED INLET |
5.7.10A |
STROM SEWER PRECAST SADDLED SAS |
5.7.11 |
RECONSTRUCT TUB INLET |
5.7.12 |
TERRACE INLET TYPE 1 |
5.7.12A |
TERRACE INLET TYPE 2 |
5.7.12B |
TERRACE INLET TYPE 3 |
5.7.12C |
TERRACE INLET TYPE 4 |
5.7.13 |
CURB OUTLET STRUCTURE |
5.7.14 |
UNDERDRAIN |
5.7.15 |
SAS CHIMNEY AND CASTING |
5.7.16 |
SAS FRAME AND COVER |
5.7.17 |
SAS INTERNAL CHIMNEY SEAL |
5.7.18 |
R-3067 FRAME |
5.7.20 |
R-3067 TYPE R GRATE |
5.7.21 |
R-3067 TYPE V GRATE (VANE) |
5.7.22 |
R-3067 EL CURB BOX |
5.7.24 |
R-3067 CDS CURB BOX |
5.7.25 |
TYPE "S" INLET & R-3281 CASTING |
5.7.26 |
CONSTRUCTION STORM STAKING LAYOUT |
5.7.27 |
H INLET LOCATIONS IN DIFFERENT CURB TYPES |
5.7.28 |
INLET IN TYPE "H" CURB AND GUTTER WITH
CONCRETE PAVEMENT |
5.7.29 |
INLET CASTING OFFSET CRITERIA FOR H INLETS |
5.7.30 |
INSIDE DROP FOR SANITARY LATERAL |
5.7.31 |
FLEXIBLE PIPE TO SAS CONNECTOR |
5.7.32 |
STORM SEWER TAP DETAIL |
5.7.33 |
H INLET ALLEY CURB |
5.7.34 |
DITCH INLET STRUCTURE |
5.7.35 |
TERRACE FLUME |
5.7.36 |
SIDEWALK DRAIN |
5.7.37 |
RIBBON CURB CASTING R-3382 |
5.7.38 |
CURB HEAD PLATE FOR DRIVEWAY R-3067-7000 |
5.8 |
UTILITY CROSSINGS |
5.8.1 |
CONCRETE SUPPORTS |
5.8.2 |
REINFORCED CONCRETE BEAM SUPPORT |
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SERIES 6 - TRAFFIC ENGINEERING |
6.01 |
TYPICAL ELEVATIONS FOR BASES |
6.02 |
TYPICAL PLAN VIEW OF DUCT INSTALLATION &
DUCT IMPRINT LOCATION |
6.03 |
DUCT TERMINATION DETAIL |
6.04 |
LOOP LEAD DUCT DETAIL |
6.05 |
CONCRETE POLE BURIAL DETAIL |
6.06 |
POLE MOUNTED STREET LIGHT CONTROL PANEL |
6.07 |
PEDESTAL MOUNTED STREET LIGHT CONTROL PANEL |
6.08 |
120V STREET LIGHT CONTROL PANEL ELECTRICAL
SERVICE DETAIL |
6.09 |
CONDUIT PLACEMENT DETAILS FOR COMMERCIAL
DRIVE APPROACH |
6.10 |
TYPE "M" AND "P" CONTROLLER BASE DETAIL |
6.11 |
TYPE "G" BASE DETAIL |
6.12 |
LB-1 DETAIL |
6.13 |
LB-2 DETAIL |
6.14 |
LB-3 DETAIL |
6.15 |
LB-4 DETAIL |
6.17 |
LB-6 DETAIL |
6.18 |
LB-7 BASE DETAIL |
6.19 |
LB-8 BASE DETAIL |
6.20 |
OFFSET BASE DETAIL |
6.21 |
TYPICAL DETAIL FOR AUGERING A HOLE(S) IN
EXISTING BASE FOR DUCT ENTRANCE |
6.22 |
TYPE I HANDHOLE DETAIL |
6.23 |
TYPE II HANDHOLE DETAIL |
6.24 |
TYPE III HANDHOLE DETAIL |
6.25 |
TYPE IV HANDHOLE DETAIL |
6.26 |
TYPE V HANDHOLE DETAIL |
6.27 |
ELECTRICAL UTILITY ACCESS STRUCTURE DETAIL |
6.28 |
ELECTRICAL CONDUIT BOX-OUT DETAIL |
6.29 |
STREET BARRICADE DETAILS |
6.30 |
SUPPLEMENTAL TRAFFIC CONTROLS FOR BIKEWAY
CLOSURES |
6.31 |
BARRICADES AND SIGNS FOR MAINLINE CLOSURES |
6.32 |
BARRICADES AND SIGNS FOR SIDEROAD CLOSURES |
6.33 |
TRAFFIC CONTROL, SINGLE LANE CLOSURE
NON-FREEWAY/EXRESSWAY |
6.34 |
TRAFFIC CONTROL, INTERSECTION WITHIN SINGLE
LANE CLOSURE |
6.35 |
TRAFFIC CONTROL FOR LANE CLOSURE (SUITABLE
FOR MOVING OPERATIONS) |
6.36 |
TRAFFIC CONTROL, SIDEWALK CLOSURE |
6.37 |
PAVEMENT MARKING DETAILS, PAGE 1 |
6.38 |
PAVEMENT MARKING DETAILS, PAGE 2 |
6.39 |
PAVEMENT MARKING DETAILS, PAGE 3 |
6.40 |
PAVEMENT MARKING DETAILS, PAGE 4 |
6.41 |
PIPE INSERT IN CONCRETE FOR SIGNING |
6.42 |
PRECAST SIGN POST BASE DETAILS |
6.43 |
SIGN POST DETAIL |
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SERIES 7 - WATER MAINS AND SERVICE LATERALS |
7.01 |
SERVICE INSTALLATION - PRIVATE CONTRACT |
7.02 |
STANDARD THREADED RODDING |
7.03 |
STANDARD THRUST BLOCKING |
7.04 |
TYPICAL HYDRANT INSTALLATION |
7.05 |
TYPICAL STYROFOAM INSTALLATION |