CONCRETEPAVEMENT

ASPHALTOVERLAY

ASPHALT PAVEMENT,CONCRETE PAVEMENT ORCONCRETE BASE

EXISTING GROUND EXISTING GROUND

PIPE

STANDARD TRENCH SECTION ASREQUIRED BY PLANS ANDSPECIFICATIONS

PAVEMENT SAWCUT - TRENCH SECTION(TYPICAL)

SAWCUT FULL LANE WIDTH OR MIN 10'

1' MIN

1' MIN 1' MIN

SCALE: 1" =1'REVISED 02/12/12 BY JMK

J:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\Pavement Sawcut-Trench Section Detail.PDF

1-A-1

A

B90°

6"MIN

6"MIN

12"MIN

GROUND OR PAVEMENT SURFACE

SHEATHING AS REQUIRED BY PLAN,SPECIFICATIONS OR WISCONSINADMINISTRATIVE CODE

SEE SPECIFICATIONS FOR FILL MATERIAL

COVER MATERIAL

BEDDING MATERIAL TO BE PLACED BEFORESETTING PIPE:· 4" MIN UNDER BARREL· 3" MIN UNDER BELL

A = BEDDING MATERIAL LIMITS FOR PVC,CORRUGATED POLYETHYLENE, POLYPROPYLENE& POLYMER MORTAR PIPEB = BEDDING LIMITS FOR CONCRETE PIPE

BELL AND SPIGOT JOINT SHOWN

3" CRUSHED AGGREGATE BASE REQUIRED IN WETTRENCH. COST TO BE INCIDENTAL TO SEWERINSTALLATION

TONGUE AND GROOVE CROSS SECTION(EXAGGERATED)

BELL AND SPIGOT CROSS SECTION(EXAGGERATED)

DRY TRENCH WET TRENCH DRY TRENCH WET TRENCH

REVISED 02/27/14 BY NWJ:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\TRENCH SECTION DETAIL.PDF

TRENCH SECTION (TYPICAL)

SCALE 1" = 1'

1-A-2

GRAVEL BACKFILL

CENTERLINE

VIRGIN SOIL

BEDDING & COVER AS SPECIFIED

45° BEND

4" MIN. BEDDING

LATERAL LAID AT 1 4" PER FOOT UNLESSSPECIFIED OTHERWISE45° BEND

TIE TO EXISTING LATERAL WITH6" FERNCO, APPROX. 6' DEPTHAT CONNECTION POINT

SANITARY RISER DETAIL (TYPICAL)EXISTING LATERAL

STANDARD WYE- ROTATE UP 45° MAXWHEN DEPTH ALLOWS

PLACE 45° BEND AT EXISTING LATERALELEVATION AT FACE OF WALK. MOVE BENDLOCATION TOWARDS BACK OF WALK ASNEEDED TO MAINTAIN FULL DEPTH 2'BEHIND BACK OF CURB

MAINTAIN A TOP OF PIPE DEPTH OF 9' ATA LOCATION 2' BEHIND BACK OF CURB

MOVE BEND LOCATION TOWARDSBACK OF WALK AS NEEDED TOMAINTAIN FULL DEPTH 2' BEHINDBACK OF CURB

SCALE: 1" = 4'REVISED 03/20/18 BY NW

J:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\Sanitary Riser Detail-Existing Lateral.pdf

1-A-3

GRAVEL BACKFILL

STANDARD WYE- ROTATE UP 45° MAXWHEN DEPTH ALLOWS

CENTERLINE

VIRGIN SOIL

BEDDING & COVER AS SPECIFIED

45° BEND

4" MIN. BEDDING

LATERAL LAID AT 1 4" PER FOOT UNLESSSPECIFIED OTHERWISE45° BEND

SANITARY RISER DETAIL (TYPICAL)NEW LATERAL

MAINTAIN A TOP OF PIPE DEPTH OF 9' AT ALOCATION 2' BEHIND BACK OF SIDEWALK

6" PLUG

SCALE: 1" = 4'REVISED 04/20/17 BY NW

J:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\Sanitary Riser Detail-New Lateral.pdf

1-A-4

STANDARD PRECASTMANHOLE DETAIL

4' DIAMETER OR PERPLAN AND SPECS

FLAT TOP SLAB

ADJUSTMENT RINGS

MIN 4" LIPREQUIRED

· 6 INCHES OF CRUSHED STONE BASE REQUIRED

· CONCRETE AND STEEL REINFORCEMENT SHALL CONFORM TOASTM DESIGNATION C478

· MANHOLE CONCRETE STRENGTH TO BE 4,000 PSI OR GREATER

· MIN. MANHOLE WALL, BASE & FLAT TOP SLAB THICKNESSES4 FT I.D.: 5 INCH WALL, 6 INCH BASE & FLAT TOP SLAB5 FT I.D.: 6 INCH WALL, 8 INCH BASE & FLAT TOP SLAB6 FT I.D.: 7 INCH WALL, 8 INCH BASE & FLAT TOP SLAB8 FT I.D.: 9 INCH WALL, 8 INCH BASE & FLAT TOP SLAB

· MANHOLE BASE TO BE CONSTRUCTED OF CLASS "C" CONCRETE,MINIMUM OF 12 INCHES PLACED UNDER FLOW LINE OF PIPE

· HEIGHT OF BENCH TO BE 0.8 X DIA. OF SEWER STORM SEWER BENCH SLOPE - 1 INCH PER FT SANITARY SEWER BENCH SLOPE - 3 INCHES PER FT

· PIPE HOLES TO BE MANUFACTURED SO AS TO ALLOW FORLATERAL AND VERTICAL MOVEMENT, AS WELL AS ANGULARADJUSTMENT THROUGH 15°

· PIPE TO MANHOLE CONNECTORS SHALL MEET ASTM C923(KOR-N-SEAL, QUIK-LOK OR EQUAL)

· JOINTS SHALL BE WATERTIGHT AND SHALL BE MADE USINGRUBBER TYPE GASKETS OR PRE-FORMED JOINT MATERIAL

· MANHOLE STEPS TO BE PLACED AT 16 INCH INTERVALS. THEFIRST STEP SHALL BE PLACED 16 INCHES ABOVE THE BENCH.THE TOP STEP MAY VARY FROM 16 INCHES - 24 INCHES FROMTHE TOP OF CASTING. STEPS SHALL BE STEEL REINFORCEDPLASTIC. MANHOLE STEPS SHALL BE ALIGNED OVER THEOUTGOING PIPE.

· BARREL SECTION - 12 INCH, 16 INCH, 24 INCH, 32 INCH, 48 INCHAND 64 INCH HIGH. AREA OF CIRCUMFERENTIAL STEEL = 0.12SQ INCH PER LINEAL FOOT

· ECCENTRIC CONE MAY VARY IN HEIGHT FROM 28 INCHES TO 36INCHES

· INSTALL FLAT TOP WHEN SHOWN ON PLANS, INSPECIFICATIONS OR APPROVED BY ENGINEER

· ADJUSTMENT RINGS SHALL BE HDPE ADJUSTING RINGS BYLADTECH, INC., CRETEX PRO-RING, OR EJ INFRA-RISER. RINGSSHALL HAVE AN INSIDE DIAMETER OF APPROX. 23-3/4 INCHES.CONCRETE ADJUSTMENT RINGS SHALL NOT BE ALLOWED.

· FRAME SHALL BE NEENAH FOUNDRY R-1550 OR EQUAL.

· SANITARY MANHOLE LID TO HAVE CONCEALED PICK HOLESAND "T" SEAL GASKET.

6" GRAVEL BASE

SEALANT

CONCEALEDPICKHOLE

"T" SEAL GASKET

SANITARYMANHOLE

STEPS ROTATEDFOR CLARITY

SECURE ADJUSTMENTRINGS USINGMANUFACTURER'SRECOMMENDED METHOD

SCALE: 1" = 2'REVISED 01/10/20 BY NW

J:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\PRECAST MANHOLE DETAIL.PDF

1-B-1

OUTGOINGPIPE

STEPS

FRAME &COVER

TOP VIEW

INCOMINGPIPE

TYPICAL STEPLOCATION

BENCH BENCH

HEIGHT OF BENCH TO BE 0.8 X DIA. OF SEWERSTORM SEWER BENCH SLOPE - 1 INCH PER FTSANITARY SEWER BENCH SLOPE - 3 INCHES PER FT

SIDE CONNECTING MAINS SHALL HAVE FULL SWEEP CURVATURE INTO MAIN FLOW LINE

MANHOLE STEPS SHALL BE ALIGNED OVER THE OUTGOING PIPE

PROVIDE 1" SLOPEACROSS MANHOLE

BENCHBENCH

BENCH BENCH

BENCH

BENCH

BENCHBENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

STANDARD MANHOLEINVERTS

REVISED 11/10/15 BY NWJ:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\STANDARD MANHOLE INVERTS.PDF

1-B-2

SANITARY PRECAST OUTSIDE DROP DETAIL(N.T.S.)

FLO

W

FULL HEIGHT BENCH (TYP)

BACKFILLMATERIAL

SUPPORT PIPETHROUGH TRENCH

CLASS "C" CONCRETE

NATIVEGROUND

4"4"

4"

BEDDINGMATERIAL

NATIVEGROUND

ATTACH DROP TO MANHOLE WALLWITH STRAPPING ANCHORED WITHMASONRY FASTENERS (MIN. 2 STRAPSPER DROP) SHIM AS NECESSARY.

CLASS "C" CONCRETE

FLOW

8" MIN.

BOOT

DROP PIPE TO BE SAMEDIAMETER AS INCOMINGSEWER, BUT NOT GREATERTHAN 18" DIAMETER.

WHENEVER "X" IS GREATERTHAN 2 FT. AN OUTSIDEDROP MUST BECONSTRUCTED AS SHOWN.

NOTE: FLOW LINE OFDROP TO BE SET ATSAME ELEVATION ASSPRING LINE OF MAIN. "X"

4'-0

" C

.C.

BOOT

PIPE SUPPORT: WHEN "X" IS LESS THAN 6'BACKFILL WITH BEDDING MATERIAL.

WHEN "X" IS 6' OR GREATER USE CONCRETEBACKFILL OR AGGREGATE SLURRY.

INSTALL 90° ELBOWFITTING AT BOTTOM OFDROP UNLESS PLANSSPECIFY A WYE FITTING

SPIGOTEND ONFITTING

PLUG

WYE

45°BEND

6"-8"

WYE FITTING

SPIGOTEND ONFITTING

BELLEND

REVISED 01/7/20 BY NWJ:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\SANITARY PRECAST OUTSIDE DROP DETAIL.PDF

1-B-3

STANDARD PVCCLEANOUT DETAIL

FLOW TO STREET

WYE PATTERN FITTING

PREDICTED DEPTH OF FROST

6"

8" PVC FROST SLEEVE

6" BELOW PREDICTEDFROST DEPTH

- OR -

6" TO 12" ABOVESEWER

GRAVEL BASE

ASPHALT/CONCRETE

9" MIN

NEENAH FOUNDRYR-1792-AL OR

R-5900-A FRAME,FLANGE SIDE DOWN

CONCRETE PAD

CONCRETE PAD REQUIRED WHENCLEANOUT IS WITHIN A PAVEDVEHICULAR TRAFFIC AREA

TOPSOIL CONCRETEPAD

CONCRETE PAD MIN. THICKNESS 7"IN ROADWAY OR AS DIRECTED BYCITY

PREDICTED DEPTH OF FROST:4' IN SOIL BACKFILL AREAS5' IN GRANULAR BACKFILL AREAS

8" PVC CAP

6" PVC CLEAN OUT ADAPTERFITTED TO OUTSIDE OF PIPEWITH REMOVABLE PLUG

6" PVC PIPE

6" PVC PIPE

SCALE: 1" = 1'REVISED 05/13/15 BY NW

J:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\PVC CLEANOUT DETAIL.PDF

1-B-4

PIPE

SECTION BEING TESTED

MANHOLE

INFLATABLE PIPE PLUG

INFLATABLE PIPE PLUG

PIPE

MANHOLE

HOSE

HOSE TEST FRAME

PRESSURE SOURCE(COMPRESSOR) LOW PRESSURE AIR TEST

PRESSURE SOURCE

COUPLING NO. 1

INFLOW VALVE

PRESSURE REDUCINGREGULATOR

BLEEDOFF VALVE

TEST GUAGE VALVE

TEST PRESSUREGUAGE (LOW)

COUPLING NO. 2

TO TEST SECTION

LINE (HIGH)PRESSURE GUAGE

SCALE: 1" = 2'REVISED 04/26/19 BY NW

J:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\LOW PRESSURE AIR TEST.PDF

1-C-1

MANDREL FOR DEFLECTION TESTS

SIDE OR TOP VIEW

38" EYE BOLT & NUT

TWO REQUIRED12" Ø BARS

NINE REQUIRED

30°±

A

3/8" 3/8"1"±

1.5"±

1"±

1.5"±

B

40° (TYP)

END VIEW

O.D.

0.5"

REMOVE THIS MATERIALFOR CLEARANCE

NOTE:1. TOLERANCE ON MANDREL O.D. IS ± 0.010"

REQUIRED DIMENSIONS:1. MANDREL DIMENSIONS ON "O.D."2. 40° SPACING BETWEEN ANGLES3. DIMENSIONS A ARE MINIMUMSALL OTHER DIMENSIONS ARE OPTIONAL

8"10"12"15"

NOMINALPIPE

SIZE I.D.

A(MIN.)

8"10"10"12"

MINIMUM MANDREL O.D. (INCHES)

D-3034 SDR-355% 7.5%7.289.0810.7913.20

7.098.8510.5112.85

F-9495% 7.5%7.279.07

7.088.83

DEFLECTION=

5% 7.5% 5% 7.5%

F679 PS4612454C PIPE

F679 PS4612364C PIPE

18" 15" 16.13 15.70 16.20 15.7821" 18" 19.00 18.50 19.09 18.5924" 21" 21.36 20.79 21.46 20.8927" 24" 24.06 23.43 24.17 23.54

B B

DEFLECTION=

B B

2.4243.0243.6004.392

B2.4963.1083.6844.512

B B

B2.4843.096

2.4243.024

5.5206.4927.3088.232

5.3166.3247.1168.016

5.5446.5287.3448.268

5.4006.3607.1528.052

SUGGESTED MANDREL DESIGN

SCALE: 1" = 2'REVISED 12/13/19 BY NW

J:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\MANDREL FOR DEFLECTION TESTS.PDF

1-C-2

STORMSEWER

TEE

TEE

PVC CAP OR90° BEND

SURFACE

10' MIN.

STORM SEWER LATERALS

VERTICALRISER

6" PVC PIPE

FACTORY TEE ORINSERTA TEECONNECTION

1-2%SLOPE

PROVIDE MIN. 4' OF COVERAT FLOW LINE OF CURBAND GUTTER UNLESSSHOWN OTHERWISE

FACTORY TEE ORINSERTA TEECONNECTION

SURFACE

45° BEND

6'-10'

45°STORMSEWER

SURFACE

6' OR LESS

SPRINGLINE

STORMSEWER

NOTES:

1. LATERALS SHALL BE 6" SDR-35 PVC UNLESSSHOWN OTHERWISE.

2. LATERALS SHALL BE LAID AT 1% TO 2%EXCEPT AS NEEDED TO AVOID OTHERUTILITIES.

3. PROVIDE MINIMUM 4' OF COVER AT FLOWLINE OF CURB AND GUTTER UNLESS SHOWNOTHERWISE.

4. LATERALS SHALL BE LAID TO A POINT 2'BEHIND THE CURB AND GUTTER UNLESSSHOWN OTHERWISE.

5. INSTALL PVC CAP OR PLUG AT END OF PIPEOR CONNECT TO EXISTING PIPE.

6. ALL LOCATIONS SHALL BE VERIFIED BY THEENGINEER.

FACTORY TEE,INSERTA TEE, ORKOR-N-TEECONNECTION

UNDISTURBEDSOIL

PIPE INVERTSPER PLAN

2'

KOR-N-SEALCONNECTION

SCALE: 1" = 4'REVISED 02/22/18 BY NW

J:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\Storm Sewer Lateral Detail.pdf

2-A-1

TYPE R GRATE REQUIRED,UNLESS SPECIFIED OTHERWISE

NEENAH FOUNDRY FRAME TYPER-3067 (VERTICAL FACE CURB)OR R-3067-C (DRIVEWAY ORMOUNTABLE CURB), UNLESSSPECIFIED OTHERWISE

5" WALL

2' X 3'INSIDE

DIMENSION

BENCH: 1 INCH PER FOOT

8" BASE

6" GRAVEL BASE

ALL CATCH BASIN LEADSSHALL BE 12" CLASS III RCPUNLESS OTHERWISE NOTED

PRECASTTYPE "H" CATCH BASIN

STANDARD CATCHBASIN DETAIL

EACH R-3067 CATCH BASINSHALL INCLUDE NEENAHENVIRONOTICE LETTERINGCAST INTO TOP OF CURB BOX.

4" OVERHANG

3.5' MINIMUMUNLESS

SPECIFIEDOTHERWISE

ADJUSTING RING

CONCRETE AND STEELREINFORCEMENT SHALL CONFORMTO ASTM DESIGNATION C913

PROVIDE 3"-6" OF ADJUSTMENT1.5"-2" OF CONCRETE TO BEVIBRATED UNDER FRAME WHENCURB AND GUTTER INSTALLED.

ADJUSTMENT RINGS SHALL BE HDPE ADJUSTING RINGS BYLADTECH, INC., CRETEX PRO-RING, OR EJ INFRA-RISER.CONCRETE ADJUSTMENT RINGS SHALL NOT BE ALLOWED.

SCALE: 1" = 1'REVISED 01/20/20 BY NW

J:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\CATCH BASIN TYPE H DETAIL.PDF

2-C-1

15'

15'

CATCH BASIN STAKING DIAGRAM

STANDARD CURB

CASTING # R-3067 OR #R-3067-C

BACK OF CURB = INSIDE

WALL OF CATCH BASIN

GRADE GIVEN IS TO FLOWLINE

OF CATCH BASIN GRATE

CROSS SECTION

PLAN VIEW

BACK OF CURB

CURB FLANGE

FLOWLINE OF CURB

HUB IS FOR LINE

AND GRADE

HUB IS FOR LINE

AND GRADE

GRADE GIVEN IS TO FLOWLINE

OF CATCH BASIN GRATE

HUB IS FOR LINE AND GRADE

CL CATCH BASIN

6" WIDE CURB HEAD

#R-3067-C CATCH BASIN AT DRIVEWAY

#R-3067 CATCH BASIN WITH CURB BOX

SCALE: 1" = 2'REVISED 04/10/18 BY NW

J:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\CATCH BASIN STAKING DETAIL-STANDARD.PDF

2-C-2

CATCH BASIN STAKING DIAGRAM

MOUNTABLE CURB

CASTING # R-3067-C

GRADE GIVEN IS TO FLOWLINE

OF CATCH BASIN GRATE

BACK OF CURB

GRADE GIVEN IS TO FLOWLINE

OF CATCH BASIN GRATE

BACK OF CURB = OUTSIDE

WALL OF CATCH BASIN

HUB IS FOR LINE

AND GRADE

HUB IS FOR LINE

AND GRADE

HUB IS FOR LINE AND GRADE

CURB FLANGE

FLOWLINE OF CURB

PLAN VIEW

CROSS SECTION

CL CATCH BASIN

15'

15'

12" WIDE CURB HEAD

SCALE: 1" = 2'REVISED 04/10/18 BY NW

J:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\CATCH BASIN STAKING DETAIL-MOUNTABLE.PDF

2-C-3

6" GRAVEL BASE

6" BASE

4" OVERHANG

2', 2.5' OR 3'AS SHOWNON PLANS

4' MINIMUMUNLESS

SPECIFIEDOTHERWISE

PIPE SIZEAS SHOWNON PLANS

NEENAH FOUNDRY R-5901 FRAME SERIESWITH TYPE G GRATE OR R-2560-E FRAME ASSHOWN ON THE PLANS

STANDARD FIELDINLET DETAIL

CONCRETE AND STEEL REINFORCEMENT SHALLCONFORM TO ASTM DESIGNATION C478

BENCH: 1 INCHPER FOOT

4" WALL

SCALE: 1" = 1'REVISED 03/13/15 BY NW

J:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\FIELD INLET DETAIL.PDF

2-C-4

6" GRAVEL BASE

6" BASE

4" OVERHANG

3'

4' MINIMUMUNLESS

SPECIFIEDOTHERWISE

PIPE SIZEAS SHOWNON PLANS

NEENAH FOUNDRY R-2560-E2 FRAME UNLESSSHOWN OTHERWISE

STANDARD FIELDINLET DETAIL WITH

BEEHIVE GRATE

CONCRETE AND STEEL REINFORCEMENT SHALLCONFORM TO ASTM DESIGNATION C478

BENCH: 1 INCHPER FOOT

4" WALL

SCALE: 1" = 1'REVISED 10/12/16 BY NW

J:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\FIELD INLET WITH BEEHIVE DETAIL.PDF

2-C-5

6" GRAVEL BASE

6" BASE

4" OVERHANG

2', 2.5' OR 3'AS SHOWNON PLANS

4' MINIMUMUNLESS

SPECIFIEDOTHERWISE

PIPE SIZEAS SHOWNON PLANS

NEENAH FOUNDRY R-1792 FRAME SERIES WITH TYPE G GRATE OR R-2560-E FRAME ASSHOWN ON THE PLANS

FIELD INLET FLANGEDOWN DETAIL

CONCRETE AND STEEL REINFORCEMENT SHALL CONFORM TO ASTM DESIGNATION C478

BENCH: 1 INCHPER FOOT

4" WALL

ADJUSTING RING

ADJUSTMENT RINGS SHALL BE HDPE ADJUSTING RINGS BY LADTECH, INC., CRETEXPRO-RING, OR EJ INFRA-RISER. CONCRETE ADJUSTMENT RINGS SHALL NOT BE ALLOWED.

SCALE: 1" = 1'REVISED 01/20/20 BY NW

J:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\FIELD INLET FLANGE DOWN DETAIL.PDF

2-C-6

OVERLAP

ANCHOR IN 6"x6"MIN. TRENCH

TURN ENDUNDER

NOTES:

1. GROUND SURFACE SHALL BE SMOOTH BEFORE PLACEMENT FOR PROPER SOIL CONTACT2. ANCHOR PER MANUFACTURER'S REQUIREMENTS. PROVIDE MIN. ANCHOR FREQUENCY LISTED IN WISDOT PRODUCT ACCEPTABILITY LIST3. PROVIDE URBAN ANCHORING DEVICES LISTED IN WISDOT PRODUCT ACCEPTABILITY LIST FOR CLASS I AND CLASS II MATS UNLESS DENOTED OTHERWISE4. PROVIDE ANCHORS AT OVERLAPS AND SEAMS; PROJECTED WATER LINE; AND CHANNEL BOTTOM/SIDE SLOPE VERTICES5. ENTRENCH MATS APPROXIMATELY 3 INCHES DEEP ALONG THE EDGE FACING TRAFFIC FOR ALL INSTALLATIONS WITHIN 5 FEET OF ACTIVE TRAFFIC LANES6. OVERLAP MATS BY 3 INCHES OR LESS FOR ALL URBAN MATS7. DO NOT USE SINGLE ROLL MATERIAL LESS THAN 6 FEET WIDE IN CHANNELS8. FERTILIZE & SEED BEFORE INSTALLATION9. COVER TURF REINFORCEMENT MATS IMMEDIATELY AFTER INSTALLATION WITH EROSION MAT OR SOIL STABILIZER, TYPE A10. RESEED ANY VEGETATED AREAS DAMAGED OR DESTROYED DURING PLACEMENT OF MAT11. APPLY WATER UNIFORMLY AFTER PLACING MAT TO SUFFICIENTLY MOISTEN SEEDBED TO A DEPTH OF 2 INCHES AND IN A WAY THAT PRECLUDES WASHING OR EROSION

EROSION MAT DETAIL

SCALE: 1" = 6'REVISED 10/28/15 BY NW

J:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\EROSION MAT DETAIL.PDF

3-A-1

PIPE

6" MIN OR AS DIRECTEDBY THE ENGINEER

END VIEW

SIDE VIEW

FLOW

CULVERT PIPECHECK DETAIL

FILL BAGS WITH AGGREGATE CONFORMINGTO THE FOLLOWING GRADATION (WISDOTNO. 1 COARSE AGGREGATE)

ROCK BAG

ROCK BAGPIPE

BAGS SHALL HAVE A MINIMUMIN-PLACE FILLED SIZE OF 18INCHES LONG BY 12 INCHESWIDE BY 6 INCHES HIGH

PROVIDE BAGS MADE OFHIGH-DENSITY POLYETHYLENEOR GEOTEXTILE FABRIC

STEEL APRONENDWALL SHOWN

STEEL APRONENDWALL SHOWN

PERIODICALLY REMOVESEDIMENT TO MAINTAINEFFECTIVE FUNCTION

2-INCH1 1

2"-INCH

1-INCH34"-INCH38"-INCH

No. 4

No. 8

SIEVEPERCENT PASSING

BY WEIGHT

-

-

100

90-100

20-55

0-10

0-5REVISED 02/6/15 BY NW

J:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\CULVERT PIPE CHECK DETAIL.PDF

3-B-1

ROCK BAG

6" MIN

PLACE ROCK BAGS TIGHTLYAGAINST EACH OTHER TOPREVENT VOIDS

STAGGER JOINTS BETWEENADJACENT ROWS OF BAGS

VARIES

ROCK BAG DITCH CHECK

6" MIN

DITCH CHECK, MATERIALFROM WISDOT EROSIONCONTROL PAL

STAKES, PERMANUFACTURER'SSPECIFICATIONS

ENTRENCH PRODUCTS 2 INCHES IN DISTURBEDGROUND. NO ENTRENCHMENT REQUIRED ONVEGETATED OR FROZEN GROUND. PROVIDECONTINUOUS GROUND CONTACT.

LOG-TYPE DITCH CHECK

VARIES

REMOVE SEDIMENT WHENEVER IT REACHES 1 2 OFTHE INSTALLED DITCH CHECK HEIGHT.

REMOVE SEDIMENT WHENEVER IT REACHES 1 2 OFTHE INSTALLED DITCH CHECK HEIGHT.

FILL BAGS WITH AGGREGATE CONFORMINGTO THE FOLLOWING GRADATION (WISDOTNO. 1 COARSE AGGREGATE)

BAGS SHALL HAVE A MINIMUMIN-PLACE FILLED SIZE OF 18INCHES LONG BY 12 INCHESWIDE BY 6 INCHES HIGH

PROVIDE BAGS MADE OFHIGH-DENSITY POLYETHYLENEOR GEOTEXTILE FABRIC

2-INCH1 1 2"-INCH

1-INCH3

4"-INCH3

8"-INCH

No. 4

No. 8

SIEVEPERCENT PASSING

BY WEIGHT

-

-

100

90-100

20-55

0-10

0-5

DITCH CHECK DETAIL

REVISED 08/29/16 BY NWJ:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\DITCH CHECK DETAIL.PDF

3-B-2

08/2014

08/2014

CITY OF FOND DU LAC

WATER UTILITY

FOND DU LAC COUNTY, WISCONSIN

STANDARD DETAILS FOR WATER MAIN CONSTRUCTION

PROJECT

TITLE

DETAIL NO.

JOB NO. E101-54.01DRAWN

CHECKED DATE 2/15/2000MW

JS

RESILIENT SEATED GATE VALVE & BOX

SETTING WITH PVC WATER MAIN

S-13

GRADE

THREE PIECE

VALVE BOX

ENCASE VALVE IN

POLYETHYLENE WRAP

TRENCH WIDTH

BLOCKING

2" X 6" X 18" WOOD

GATE VALVE BOX

MOUNTING BRACKET

SIDE VIEW FRONT VIEW

BA

CK

FIL

L

SE

CT

IO

NS

EC

TIO

N

BE

DD

IN

G

TAPE

CITY OF FOND DU LAC

WATER UTILITY

FOND DU LAC COUNTY, WISCONSIN

STANDARD DETAILS FOR WATER MAIN CONSTRUCTION

PROJECT

TITLE

DETAIL NO.

JOB NO. E101-54.01DRAWN

CHECKED DATE

3/29/2010

MW

JS

STANDARD HYDRANT

WITH PVC WATER MAIN

S-15

MAIN TRENCH

6" GATE VALVE & BOX

HYDRANT

DRAIN ROCK

19

3

/4

"

(T

YP

.)

BEDDING MATERIAL2" X 10" X 15"

WOOD BLOCKING

CONCRETE

THRUST BLOCK

VARIESVARIESVARIES

POLYETHYLENE

WRAP

SECTION

TAPE

TRACER WIRE & 2" CONDUIT

IF REQUIRED

CITY OF FOND DU LAC

WATER UTILITY

FOND DU LAC COUNTY, WISCONSIN

STANDARD DETAILS FOR WATER MAIN CONSTRUCTION

PROJECT

TITLE

DETAIL NO.

JOB NO. E101-54.01DRAWN

CHECKED DATE 2/14/14MW

JS

POLYETHYLENE WATER

SERVICE

S-16

CTS HIGH DENSITY

POLYETHYLENE

TUBING

ETHYLENE WRAP

BOX WITH POLY-

SEAL BASE OF

GRADE

2" X 6" X 8" WOOD BLOCKING

CURB STOP

PVC WATER MAIN

CORPORATION STOP

3' MIN.

4'-0

22 1/2°

CORP. STOP

SERVICE

PIPE

CURB STOP

SERVICE

BOX

1 1/4" 1" x 1 1/4" 1 1/4" x 1" x 1 1/4"2 1/2"

2 1/2"1 1/2"1 1/2"1 1/2"

2 1/2"2" 2"2"

ALL SERVICES REQUIRE THE

USE OF A SERVICE SADDLE.

SERVICE BOX

POLYETHYLENE WRAP

1" 3/4" x 1" 1" x 3/4" x 1" 2 1/2"

7'-0" M

AX

. D

EP

TH

TRACER WIRE

CONNECT TO EXISTING PIPE

WITH TRANSITIONAL UNION OR

SEAL WITH POLYETHYLENE WRAP

6'-0" M

IN

. D

EP

TH

BURY TOMANUFACTURER'SSPECIFICATIONS

2 1 2" SCHEDULE 80 PVC CONDUIT FROMUTILITY SIDE OF SERVICE TO ALLIANTPOLE. PROVIDE PULL STRING.

ELECTRICALUNDERGROUND METER

PEDESTAL

THE CITY OF FOND DU LAC ELECTRICAL DIV. SUPPLIES THEUNDERGROUND METER PEDESTAL. THE CONTRACTOR IS RESPONSIBLEFOR THE INSTALLATION OF THE PEDESTAL, AND THE SUPPLY ANDINSTALLATION OF BREAKERS, GROUND RODS, CONDUIT, CONDUITFITTINGS, AND WIRING.

UTILITY POLE

PLUG

CONDUIT ANDWIRING PER PLAN

12" or 3 4" PVC

CONDUIT. BOTTOM6" BELOW FINALSURFACE.

ACCESS BOX.LOCATIONPER PLAN.

6 AWG BARECOPPER WIRE

58" DIA. COPPER

CLAD GROUND ROD

UNDERGROUND METER PEDESTAL INSTALLATION SHALLCONFORM WITH THE LATEST ACCEPTED NATIONAL ELECTRICCODE AND THE ALLIANT ENERGY SERVICE MANUAL.

SERVICE METERFURNISHED BYALLIANT ENERGY

CONDUIT, WIRING, AND ACCESS BOXES PAID SEPARATELYFROM THIS POINT. OTHER ITEMS SHOWN PAID AS"ELECTRICAL SERVICE METER PEDESTAL INSTALLATION".

PVC CONDUITEXPANSION FITTING

INSTALL 50 AMP, 120/240VOLT, 22,000-AIC RATEDBRANCH CIRCUIT BREAKERS

12' MINIMUM

REVISED 03/22/18 BY NW

J:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\Electrical Underground Meter Pedestal.pdf

5-A-1

CONCRETE BASES FOR TRAFFICSIGNALS & STREET LIGHTS

TOP VIEW

45° BENDPVC CONDUITLOCATED 18" - 24"BEHIND ANDBELOW CURB

NO. OF PVC CONDUITSENTERING BASE MAY

VARY FROM 1-4

TYP 30" CURB AND GUTTER

ALL THREADS SHALLBE ANTI-SEIZED SCHEDULE 40 OR SCHEDULE

80 PVC CONDUIT1" X 42" GALVANIZED

ANCHOR BOLTS

20", 22", OR 24"

18" - 24"

5'

18" - 24"

3"

THE CITY OF FOND DU LAC ELECTRICAL DIV. SUPPLIES ALL POLES, ARMS,LUMINAIRES, TRANSFORMER AND PEDESTAL BASES, SIGNAL MOUNTING

BRACKETS, SIGNAL HEADS, AND DETECTORS/CAMERAS. THE CONTRACTORIS RESPONSIBLE FOR THE INSTALLATION OF ALL ITEMS, THE

CONSTRUCTION OF CONCRETE BASES, AND THE SUPPLY ANDINSTALLATION OF ANCHOR BOLTS, CONDUIT, AND WIRING.

WIRE & CABLE PER PLANSAND DETAIL DRAWINGS

SIZE OF CONDUIT PERPLANS AND LIGHTING

DETAIL DRAWINGS

HALF SECTIONIN CONCRETE

HALF SECTION INUNPAVED AREA

34" EXPANSION JOINT

TB1 TRANSFORMER BASE22" OR 24" CONCRETE BASE

15" DIAMETER BOLT PATTERN

TB2 TRANSFORMER BASE20" CONCRETE BASE

11.5" DIAMETER BOLT PATTERN

PEDESTAL BASE20" CONCRETE BASE

12.5" DIAMETER BOLT PATTERN

THREADED BOLTS 4" MAXABOVE BASE FOR COBRAHEAD LIGHTS AND 3" MAXABOVE BASE FOR TRAFFICSIGNALS

INSTALL CONDUIT AMINIMUM OF 24" BELOW

PAVEMENT SURFACES

PROVIDE 1" CHAMFERALL AROUND BASE

REMOVE TOP 12" OFSONOTUBE

1"

PVC BELLFITTING

20", 22" OR 24" DIAMETERCONCRETE BASE

REVISED 02/10/20 BY NW

J:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\Concrete Bases for Traffic Signals & Street Lights Detail.pdf

5-B-1

CONCRETE BASES FORPARKING LOT LIGHTS

TOP VIEW

45° BENDPVC CONDUITLOCATED 18" - 24"BEHIND ANDBELOW CURB

NO. OF PVC CONDUITSENTERING BASE MAY

VARY FROM 1-4

TYP 30" CURB AND GUTTER

ALL THREADS SHALLBE ANTI-SEIZED

SCHEDULE 40 OR SCHEDULE80 PVC CONDUIT

34" X 20" GALVANIZED

ANCHOR BOLTS

24"

18" - 24"7'

18" - 24"3'

THE CITY OF FOND DU LAC ELECTRICAL DIV. SUPPLIES ALL POLES, ARMS,LUMINAIRES, AND TRANSFORMER AND PEDESTAL BASES. THE

CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ALL ITEMS,THE CONSTRUCTION OF CONCRETE BASES, AND THE SUPPLY AND

INSTALLATION OF STEEL REINFORCEMENT, ANCHOR BOLTS, CONDUIT,AND WIRING.

WIRE & CABLE PER PLANSAND DETAIL DRAWINGS

SIZE OF CONDUIT PERPLANS AND LIGHTING

DETAIL DRAWINGS

HALF SECTIONIN CONCRETE

HALF SECTION INUNPAVED AREA

34" EXPANSION JOINT

THREADED BOLTS 3"MAX ABOVE BASE

PROVIDE 1" CHAMFERALL AROUND BASE

REMOVE TOP 4' OFSONOTUBE

3'

PVC BELLFITTING

24" DIAMETERCONCRETE BASE

8" TO 9" BOLT CIRCLE

12"

6" MIN

6" MIN 2"

2"

3" CLEAR

① (6) No. 6 x 6'-8" BAR STEEL REINFORCEMENT

② (7) No. 4 x 6'-2" BAR STEEL REINFORCEMENT @ 1'-0" C-C

①

②

CONDUIT WITHIN 6" DIAMETER

①

②

INSTALL CONDUIT AMINIMUM OF 24" BELOW

PAVEMENT SURFACES

1'-5" MIN LAP

1'-6" OUT TO OUT

ANCHOR BOLT SIZE ANDLENGTH AND BOLT

PATTERN MAY VARY

REVISED 02/20/20 BY KAL

J:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\Concrete Bases for Parking Lot Lights Detail.pdf

5-B-2

3'

2" SCHEDULE 40 PVC CONDUIT2 - ELEC. WIRE 6 AWG HOTS1 - ELEC. WIRE 6 AWG NEUTRAL1 - ELEC. WIRE 8 AWG GROUND

SAND BACKFILL

POLES AND LUMINAIRESTO BE SUPPLIED BY THECITY OF FDL

HANDHOLE SHALL BE8"-12" ABOVE GRADE

3'

ALL WIRES SPLICEDWITH WIRE NUTS INPOLE HANDHOLEFORMED IN "S" SHAPE

20' CABLE TYPE UF 2-12AWG FROM HANDHOLETO LIGHT FIXTURE

① ENDS OF CONDUIT NOMORE THAN 1' FROM

CENTER OF LIGHT POLE

TOP VIEW

ORNAMENTAL STREET LIGHT

TYP 30" CURB AND GUTTER

2" PVC CONDUITLOCATED 18" - 24"BEHIND ANDBELOW CURB

LIGHT POLE AND BASE

18"-24"

4'

18" - 24"

19' POLE

3"

2" PLUGS - CARLON P258JTOR EQUAL AT FRONT ANDBACK OF POLE AND ATCONDUIT ENDS

ORIENT RIBS PARALLELTO ROADWAY

ORIENT EYE TO NORTH

EYE

RIB

RIB①

UTILITY POSTOP LED LUMINAIRE,LED PERFORMANCE PACKAGE P20,4000K CCT, GLASS REFRACTOR TYPE 3,BALL FINIAL & BLACK FINISH( HOLOPHANE PTUE2P2040KASGL3BKBP3)NEMA TWISTLOCK PHOTOCONTROL (TORK 5021M)

NOT TO SCALEREVISED 02/10/20 BY NW

J:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\Ornamental Street Light Detail.pdf

5-C-1

COBRA HEADSTREET LIGHT

TOP VIEW

20" DIAMETERCONCRETE BASE

11.5" DIAMETER BOLT PATTERN

45° BEND2" PVC CONDUITLOCATED 18" - 24"BEHIND ANDBELOW CURB

NO. OF 2" PVC CONDUITSENTERING BASE MAY

VARY FROM 1-4

TYP 30" CURB AND GUTTER

THREADED BOLTS4" MAX ABOVECONCRETE

ALL THREADS SHALLBE ANTI-SEIZED

2" SCHEDULE 40 PVC CONDUIT

1" X 42" GALVANIZED ANCHOR BOLTS

18" - 24"

5'

3'

18" - 24"3"

THE CITY OF FOND DU LAC ELECTRICAL DIV.SUPPLIES ALL POLES, ARMS, AND LUMINAIRES.THE CONTRACTOR IS RESPONSIBLE FOR THEINSTALLATION OF POLES, THE CONSTRUCTIONOF BASES, AND THE SUPPLY AND INSTALLATIONOF ANCHOR BOLTS, CONDUIT, AND WIRING.

TB2 TRANSFORMER BASE

2 - ELEC. WIRE 6 AWG HOTS1 - ELEC. WIRE 6 AWG NEUTRAL1 - ELEC. WIRE 8 AWG GROUNDOR AS SHOWN ON PLANS

6' CLAMP ON ARM (TYP.)

40' CABLE TYPE UF2-12 AWG (TYP.)

LUMINAIRE TYPE, MOUNTING HEIGHTAND ARM LENGTH MAY VARY

30' ROUND TAPEREDALUM. POLE (TYP.)

156 W LED (TYP.)

PROVIDE 1"CHAMFER ALLAROUND BASE

REMOVE TOP 12"OF SONOTUBE

PVC BELL FITTING

20"

USE A 22" OR 24" DIAMETER CONCRETE BASE,TB1 TRANSFORMER BASE, AND 15" DIAMETERBOLT PATTERN WHEN SPECIFIED ON PLANS

USE APPROVEDINSULATEDTERMINAL BLOCKCONNECTORSFOR SPLICES.

INSTALL IN-LINEFUSE ASSEMBLYWITH 5 AMP FUSE

REVISED 02/10/20 BY NW

J:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\Cobra Head Street Light Detail.pdf

5-C-2

COBRA HEADSTREET LIGHT -

ROADSIDE DITCH

TOP VIEW

11.5" DIAMETER BOLT PATTERN

45° BEND2" PVC CONDUITLOCATED 18" - 24"OUTSIDE SHOULDERAND BELOW FINALGRADE

NO. OF 2" PVC CONDUITSENTERING BASE MAY

VARY FROM 1-4

TYP ASPHALT ORGRAVEL SHOULDER

THREADED BOLTS4" MAX ABOVECONCRETE

ALL THREADS SHALLBE ANTI-SEIZED

2" SCHEDULE 40 PVC CONDUIT

1" X 60" GALVANIZED ANCHOR BOLTS20"

6'

18" - 24"

8" MAX

THE CITY OF FOND DU LAC ELECTRICAL DIV.SUPPLIES ALL POLES, ARMS, AND LUMINAIRES.THE CONTRACTOR IS RESPONSIBLE FOR THEINSTALLATION OF POLES, THE CONSTRUCTIONOF BASES, AND THE SUPPLY AND INSTALLATIONOF ANCHOR BOLTS, CONDUIT, AND WIRING.

TB2 TRANSFORMER BASE

2 - ELEC. WIRE 6 AWG HOTS1 - ELEC. WIRE 6 AWG NEUTRAL1 - ELEC. WIRE 8 AWG GROUNDOR AS SHOWN ON PLANS

6' CLAMP ON ARM (TYP.)

40' CABLE TYPE UF2-12 AWG (TYP.)

LUMINAIRE TYPE, MOUNTING HEIGHTAND ARM LENGTH MAY VARY

30' ROUND TAPEREDALUM. POLE (TYP.)

156 W LED (TYP.)

PROVIDE 1"CHAMFER ALLAROUND BASE

REMOVE ALL FORMSAFTER CONCRETE HAS SET

SHOULDER

INSTALL CONCRETE BASE AT LOCATION SHOWNON PLANS. INSTALL CONCRETE BASE A MINIMUMOF 3' FROM EDGE OF SHOULDER TO EDGE OFBASE IF NO LOCATION SHOWN ON PLANS.CONFIRM LOCATION WITH CITY OF FOND DU LAC.

2"PVC BELLFITTING

20" DIAMETERCONCRETE BASE

USE APPROVEDINSULATEDTERMINAL BLOCKCONNECTORSFOR SPLICES.

INSTALL IN-LINEFUSE ASSEMBLYWITH 5 AMP FUSE

USE A 22" OR 24"DIAMETER CONCRETEBASE, TB1 TRANSFORMERBASE, AND 15" DIAMETERBOLT PATTERN WHENSPECIFIED ON PLANS

REVISED 02/10/20 BY NW

J:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\Cobra Head Street Light Detail-Roadside Ditch.pdf

5-C-3

ALL THREADS SHALLBE ANTI-SEIZED

THREADED BOLTS2" MAX ABOVECONCRETE

14' NORTH YORKSHIREALUM. POLE, BRONZE

2"

20' CABLE TYPEUF 2-12 AWG

RESIDENTIAL DECORATIVESTREET LIGHT

TOP VIEW

TYP 30" CURB AND GUTTER

HOLOPHANE UTILITY GRANVILLE LUMINAIRE100 W HPS, MOGUL BASE, MULTI TAPASYMMETRIC TYPE IVBRONZE FINISH

2 - ELEC. WIRE 6 AWG1 - ELEC. WIRE 6 AWG NEUTRAL1 - ELEC. WIRE 8 AWG GROUND

3'18"-24"

18" - 24"

20"

5'

20" DIAMETER CONCRETE BASE

45° BEND2" PVC CONDUITLOCATED 18" - 24"BEHIND ANDBELOW CURB

NO. OF 2" PVC CONDUITSENTERING BASE MAY

VARY FROM 1-4

PROVIDE 1"CHAMFER ALLAROUND BASE

PVC BELL FITTING

USE APPROVED INSULATEDTERMINAL BLOCKCONNECTORS FOR SPLICES.

INSTALL IN-LINEFUSE ASSEMBLYWITH 5 AMP FUSE.

2" SCHEDULE 40PVC CONDUIT3

4" X 30" GALVANIZEDANCHOR BOLTS

(6) NO. 6 x 4'-8" VERT. BARS

(5) NO. 4 RINGS AT 12" C-CWITH 17" OVERLAP (14" DIA.)

REMOVE TOP 12"OF SONOTUBE

2"6"

THE CITY OF FOND DU LAC ELECTRICAL DIV. SUPPLIESALL POLES AND LUMINAIRES. THE CONTRACTOR IS

RESPONSIBLE FOR THE INSTALLATION OF POLES, THECONSTRUCTION OF CONCRETE BASES, AND THE SUPPLY

AND INSTALLATION OF STEEL REINFORCEMENT,ANCHOR BOLTS, CONDUIT, AND WIRING.

6"

INSTALL ANCHOR BOLTS PERMANUFACTURER'S REQUIREMENTS

REVISED 02/26/20 BY NW

J:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\Decorative Street Light Detail-Residential.pdf

5-C-4

TOP VIEW

45° BEND

TYP 30" CURB AND GUTTER

THE CITY OF FOND DU LAC ELECTRICAL DIV. SUPPLIESALL POLES, ARMS, AND LUMINAIRES. THE CONTRACTORIS RESPONSIBLE FOR THE INSTALLATION OF POLES, THECONSTRUCTION OF CONCRETE BASES, AND THE SUPPLY

AND INSTALLATION OF STEEL REINFORCEMENT,ANCHOR BOLTS, CONDUIT, AND WIRING.

20" DIAMETER CONCRETE BASE

INSTALL ANCHOR BOLTS PERMANUFACTURER'S REQUIREMENTS

2" PVC CONDUITLOCATED 18" - 24"BEHIND ANDBELOW CURB

LOCATION OFCONDUIT ENTERINGBASE MAY VARY

2 - 2" SCHEDULE 40PVC CONDUITS

WASHINGTON POSTLITE ENHANCED LED 2 LUMINAIRELED PERFORMANCE PACKAGE 403000 K CCTASYMMETRIC TYPE IIIGOLD BAND & RIBS, SPIKE FINIALBLACK FINISH(HOLOPHANE WSE2 P40 30K BK GL 6 PSC P7)

2 - ELEC. WIRE 6 AWG (IN EACH CONDUIT)1 - ELEC. WIRE 6 AWG NEUTRAL (IN EACH CONDUIT)1 - ELEC. WIRE 8 AWG GROUND (IN EACH CONDUIT)OR AS SHOWN ON PLANS

20"

ALL THREADS SHALLBE ANTI-SEIZED

THREADED BOLTS2" MAX ABOVECONCRETE

18" - 24"

5'3

4" X 30" GALVANIZEDANCHOR BOLTS

14' NORTH YORKSHIREALUM. POLE, BLACK

2"

60' CABLE TYPEUF 2-12 AWG

OUTLET

OUTLET

BANNER ARMS

DOWNTOWN DECORATIVESTREET LIGHT

PROVIDE 1"CHAMFER ALLAROUND BASE

REMOVE TOP 12"OF SONOTUBE

PVC BELL FITTING

USE APPROVED INSULATEDTERMINAL BLOCKCONNECTORS FOR SPLICES.

INSTALL IN-LINE FUSEASSEMBLY WITH 5 AMPFUSE FOR LUMINAIRES AND15 AMP FUSE FOR OUTLETS

FLAGPOLEHOLDER

(6) NO. 6 x 4'-8" VERT. BAR STEEL

(5) NO. 4 BAR STEEL AT 12" C-CWITH 17" OVERLAP (14" DIA.)

2"

2"

6"

6"

REVISED 02/26/20 BY NW

J:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\Decorative Street Light Detail-Downtown.pdf

5-C-5

2" PVC CONDUITLOCATED 18" - 24"BEHIND ANDBELOW CURB

2 - 2" SCHEDULE 40 PVC CONDUITS

TEAR DROP STREET LIGHT

TOP VIEW

22" OR 24" DIAMETERCONCRETE BASE

45° BEND

THE CITY OF FOND DU LAC ELECTRICAL DEPTSUPPLIES ALL POLES, ARMS, AND LUMINAIRES.THE CONTRACTOR IS RESPONSIBLE FOR THE

INSTALLATION OF POLES, THE CONSTRUCTIONOF BASES, AND THE SUPPLY AND INSTALLATION

OF ANCHOR BOLTS, CONDUIT, AND WIRING.

TYP 30" CURB AND GUTTER

1" X 42" GALVANIZED ANCHOR BOLTS

ALL THREADS SHALLBE ANTI-SEIZED

THREADED BOLTS4" MAX ABOVECONCRETE 2 - ELEC. WIRE 6 AWG (IN EACH CONDUIT)

1 - ELEC. WIRE 6 AWG NEUTRAL (IN EACH CONDUIT)1 - ELEC. WIRE 8 AWG GROUND (IN EACH CONDUIT)

ESPLANADE UTILITY TEAR DROP LED 2 LUMINAIRE,LED PERFORMANCE PACKAGE P30S,3000 K CCT, TEARDROP & GLASS DOOR TYPE 4,PENDANT MOUNT & BLACK FINISH(HOLOHANE ESL2 P30S 30K AH BK TG 4 P)

30' ROUND TAPERED ALUM.POLE, BLACK ANODIZED

TB2 TRANSFORMER BASE

LOCATION OFCONDUIT ENTERINGBASE MAY VARY

20"

18" - 24"

5'

VARIES 6"

2"

35' CABLE TYPE UF2-12 AWG

PROVIDE 1"CHAMFER ALLAROUND BASE

REMOVE TOP 12"OF SONOTUBE

PVC BELL FITTING

USE APPROVEDINSULATEDTERMINAL BLOCKCONNECTORSFOR SPLICES.

INSTALL IN-LINEFUSE ASSEMBLYWITH 5 AMP FUSE

11.5" DIAMETER BOLT PATTERN

USE A 22" OR 24" DIAMETER CONCRETE BASE,TB1 TRANSFORMER BASE, AND 15" DIAMETERBOLT PATTERN WHEN SPECIFIED ON PLANS

REVISED 02/27/20 BY NW

J:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\Tear Drop Street Light Detail.pdf

5-C-6

CRUSHED AGGREGATE BASE COURSEPER PLANS AND SPECIFICATIONS

SECTION A -A

6" CONCRETE APPROACH

7"6"7"

6" 24"

TOP OF CURB BACK OF SIDEWALK

6" CURB

GUTTER FLOW LINE CURB AND GUTTER REMOVAL REQUIREMENTS:SAWCUT CURB AND GUTTER

REMOVE TO NEAREST JOINT WHERE SAWCUTWITHIN 4' OF EXISTING JOINT

FRONT OF SIDEWALK

0.1'

VARIES DRIVEWAY APPROACH

CURB TAPER

EXPANSION JOINT

6" CURBNO. 4 x 12" TIE BARS

PROPERTY LINE REQUIREMENTS:EXPANSION JOINT AND DOWEL BARS

TERRACE AREA

6" TO 4" CONCRETE REQUIREMENTS:THICKENED EDGE, EXPANSION JOINT

AND DOWEL BARS

TYPICAL DRIVE APPROACH:GRASS TERRACE

BACK OF SIDEWALK

VARIABLE WIDTH SIDEWALK4" CONCRETE

SIDEWALK AT DRIVEWAY6" CONCRETE

6" CURB

24" GUTTER

PLAN VIEW

GUTTER FLOW LINE

10' MIN. & 24' MAX. WIDTH, RESIDENTIAL10' MIN. & 31' MAX. WIDTH, COMMERCIAL

A

A2' 2'

SLO

PE

4' MIN. WIDTH, 5' WIDTH OPTIMUM2% MAX. CROSS SLOPE

5% MAX. LONGITUDINAL GRADE

SAWCUT

8% OPTIMUM, 12% MAX. SLOPE

NEW CURB AND GUTTER

15"

FRONT OF SIDEWALK

15"

SLOP

E

10' MINIMUM WIDTH ATFRONT OF SIDEWALK

NOTES:· TIE BARS ARE REQUIRED IN THE

CURB AND GUTTER AT LOCATIONSWHERE NEW CURB AND GUTTERWILL CONNECT TO EXISTING.

· EXISTING CURB AND GUTTER TO BESAWCUT AND REMOVED FOR THEENTIRE LENGTH OF THE PROPOSEDDRIVEWAY AND REPLACED ASSHOWN IN SECTION A-A.

· A PROFILE SAWCUT OF THE EXISTINGCURB HEAD MAY BE PERFORMEDWHEN APPROVED BY CITY. SAWCUTAS SHOWN IN SECTION A-A USINGAPPROVED EQUIPMENT.

· WHEN SPOT REPLACING SIDEWALK,INSTALL NO. 4 TIE BARS, 12" INLENGTH, INTO BOTH SIDES OFEXISTING WALK 18" FROM THE FRONTAND BACK OF WALK.

· NO. 4 DOWEL BARS, 12" IN LENGTH,TO BE INSTALLED AT EXPANSIONJOINTS. BARS ONLY REQUIREDWHERE NEW CONCRETE ABUTSEXISTING CONCRETE.

· DOWEL BARS SHALL BE ANCHOREDINTO DRILLED HOLES WITH ANAPPROVED EPOXY GROUT.

· THE FREE END OF DOWEL BARSSHALL RECEIVE A THIN UNIFORMCOATING OF BOND BREAKER.

TERRACE AREAWIDTH VARIES

6" TO 4" CONCRETE REQUIREMENTS:THICKENED EDGE, EXPANSION JOINT AND DOWEL BARS

PROPERTY LINE REQUIREMENTS:EXPANSION JOINT AND DOWEL BARS

DRIVEWAY APPROACH 6" CONCRETE

NO. 4 x 12" TIE BARS

ALTERNATE EXPANSION JOINT LOCATION.PROVIDE SMOOTH EDGE ALONG FACE OF

WALK IF EXISTING WALK TO REMAIN

FULL DEPTHEXPANSION JOINT

FULL DEPTHEXPANSION JOINT

FULL DEPTH EXPANSION JOINT

C C PROFILE VIEW

SECTION C -C

DRIVEAPPROACH

TAPER

THICKEN CONCRETETHROUGH TAPER

GUTTER LIP LINE

REVISED 01/23/19 BY NWJ:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\Drive Approach Details-Grass Terrace.pdf

6-A-1

CRUSHED AGGREGATE BASE COURSEPER PLANS AND SPECIFICATIONS

SECTION A -A

6" CONCRETE APPROACH

7"6"7"

6" 24"

TYPICAL DRIVE APPROACH:GRASS TERRACE WITH

DEPRESSED DRIVE APPROACH

BACK OF SIDEWALK

VARIABLE WIDTH SIDEWALK4" CONCRETE

SIDEWALK AT DRIVEWAY6" CONCRETE

6" CURB

24" GUTTER

PLAN VIEW

GUTTER FLOW LINE

10' MIN. & 24' MAX. WIDTH, RESIDENTIAL10' MIN. & 31' MAX. WIDTH, COMMERCIAL

A

A1'-2'

SLO

PE

4' MIN. WIDTH, 5' WIDTH OPTIMUM2% MAX. CROSS SLOPE

5% MAX. LONGITUDINAL GRADE

SAWCUT

8% OPTIMUM, 12% MAX. SLOPE

NEW CURB AND GUTTER

15"

FRONT OF SIDEWALK

15"

SLOP

E

10' MINIMUM WIDTH ATFRONT OF SIDEWALK

NOTES:· TIE BARS ARE REQUIRED IN THE

CURB AND GUTTER AT LOCATIONSWHERE NEW CURB AND GUTTERWILL CONNECT TO EXISTING.

· EXISTING CURB AND GUTTER TO BESAWCUT AND REMOVED FOR THEENTIRE LENGTH OF THE PROPOSEDDRIVEWAY AND REPLACED ASSHOWN IN SECTION A-A.

· A PROFILE SAWCUT OF THE EXISTINGCURB HEAD MAY BE PERFORMEDWHEN APPROVED BY CITY. SAWCUTAS SHOWN IN SECTION A-A USINGAPPROVED EQUIPMENT.

· WHEN SPOT REPLACING SIDEWALK,INSTALL NO. 4 TIE BARS, 12" INLENGTH, INTO BOTH SIDES OFEXISTING WALK 18" FROM THE FRONTAND BACK OF WALK.

· NO. 4 DOWEL BARS, 12" IN LENGTH,TO BE INSTALLED AT EXPANSIONJOINTS. BARS ONLY REQUIREDWHERE NEW CONCRETE ABUTSEXISTING CONCRETE.

· DOWEL BARS SHALL BE ANCHOREDINTO DRILLED HOLES WITH ANAPPROVED EPOXY GROUT.

· THE FREE END OF DOWEL BARSSHALL RECEIVE A THIN UNIFORMCOATING OF BOND BREAKER.

· DRIVEWAY FLARE WIDTH VARIES PERPLAN.

· DEPRESS SIDEWALK THROUGH DRIVEAPPROACH. 5% MAX. LONGITUDINALSLOPE.

TERRACE AREAWIDTH VARIES

6" TO 4" CONCRETE REQUIREMENTS:THICKENED EDGE, EXPANSION JOINT AND DOWEL BARS

PROPERTY LINE REQUIREMENTS:EXPANSION JOINT AND DOWEL BARS

DRIVEWAY APPROACH 6" CONCRETE

NO. 4 x 12" TIE BARS

ALTERNATE EXPANSION JOINT LOCATION.PROVIDE SMOOTH EDGE ALONG FACE OF

WALK IF EXISTING WALK TO REMAIN

1'-2'

TOP OF CURB BACK OF SIDEWALK

6" CURB

GUTTER FLOW LINE CURB AND GUTTER REMOVAL REQUIREMENTS:SAWCUT CURB AND GUTTER

REMOVE TO NEAREST JOINT WHERE SAWCUTWITHIN 4' OF EXISTING JOINT

FRONT OF SIDEWALK

0.1'

VARIES

DRIVEWAY APPROACHCURB TAPER

EXPANSION JOINT

6" CURBNO. 4 x 12" TIE BARS

PROPERTY LINE REQUIREMENTS:EXPANSION JOINT AND DOWEL BARS

TERRACE AREA

6" TO 4" CONCRETE REQUIREMENTS:THICKENED EDGE, EXPANSION JOINT

AND DOWEL BARS

DEPRESSSIDEWALK

DEPRESSSIDEWALK

FULL DEPTHEXPANSION JOINT

FULL DEPTHEXPANSION JOINT

FULL DEPTH EXPANSION JOINT

SECTION C -C

DRIVEAPPROACH

TAPER

THICKEN CONCRETETHROUGH TAPER

C C PROFILE VIEWGUTTER LIP LINE

REVISED 01/23/19 BY NWJ:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\Drive Approach Details-Grass Terrace with Depressed Drive Approach.pdf

6-A-3

CRUSHED AGGREGATE BASE COURSEPER PLANS AND SPECIFICATIONS

SECTION A -A

6" CONCRETE APPROACH

7"6"7"

6" 24"

BACK OF SIDEWALK

VARIABLE WIDTH SIDEWALK4" CONCRETE

SIDEWALK AT DRIVEWAY6" CONCRETE

6" CURB

24" GUTTER

PLAN VIEW

GUTTER FLOW LINE

10' MIN. & 24' MAX. WIDTH, RESIDENTIAL10' MIN. & 31' MAX. WIDTH, COMMERCIAL

A

A6' CURBTAPER

2' 2'

6' CURBTAPER

SLO

PE

FRONT OF SIDEWALK /BACK OF CURB BACK OF SIDEWALK

6" CURB

PROFILE VIEWGUTTER FLOW LINE CURB AND GUTTER REMOVAL REQUIREMENTS:SAWCUT CURB AND GUTTER

REMOVE TO NEAREST JOINT WHERE SAWCUTWITHIN 4' OF EXISTING JOINT

SLOP

E

GUTTER LIP LINE

SIDEWALK JOINT0.1'

VARIES DRIVEWAY APPROACH

CURB TAPER 6" CURBNO. 4 x 12" TIE BARS

4' MIN. WIDTH, 5' WIDTH OPTIMUM2% MAX. CROSS SLOPE

5% MAX. LONGITUDINAL GRADE

SAWCUT

2% OPTIMUM,12% MAX. SLOPE

NEW CURB AND GUTTER

ALTERNATE EXPANSION JOINTLOCATION IF JOINT

PERPENDICULAR TO CURB

NO. 4 x 12" TIE BARS

TYPICAL DRIVE APPROACH:CURBSIDE SIDEWALK

FULL DEPTHEXPANSION JOINT

FULL DEPTHEXPANSION JOINT

FULL DEPTHEXPANSION JOINT

PROPERTY LINE REQUIREMENTS:EXPANSION JOINT AND DOWEL BARS

PROPERTY LINE REQUIREMENTS:EXPANSION JOINT AND DOWEL BARS

EXPANSION JOINT6" TO 4" CONCRETE REQUIREMENTS:

THICKENED EDGE, EXPANSION JOINTAND DOWEL BARS

NOTES:· TIE BARS ARE REQUIRED IN THE CURB AND GUTTER AT LOCATIONS WHERE NEW CURB AND GUTTER

WILL CONNECT TO EXISTING.

· EXISTING CURB AND GUTTER TO BE SAWCUT AND REMOVED FOR THE ENTIRE LENGTH OF THEPROPOSED DRIVEWAY AND REPLACED AS SHOWN IN SECTION A-A.

· A PROFILE SAWCUT OF THE EXISTING CURB HEAD MAY BE PERFORMED WHEN APPROVED BY CITY.SAWCUT AS SHOWN IN SECTION A-A USING APPROVED EQUIPMENT.

· WHEN SPOT REPLACING SIDEWALK, INSTALL NO. 4 TIE BARS, 12" IN LENGTH, INTO BOTH SIDES OFEXISTING WALK 18" FROM THE FRONT AND BACK OF WALK.

· NO. 4 DOWEL BARS, 12" IN LENGTH, TO BE INSTALLED AT EXPANSION JOINTS. BARS ONLY REQUIREDWHERE NEW CONCRETE ABUTS EXISTING CONCRETE.

· DOWEL BARS SHALL BE ANCHORED INTO DRILLED HOLES WITH AN APPROVED EPOXY GROUT.

· THE FREE END OF DOWEL BARS SHALL RECEIVE A THIN UNIFORM COATING OF BOND BREAKER.

REVISED 01/23/19 BY NWJ:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\Drive Approach Details-Curbside Sidewalk.pdf

6-A-4

4" x 1 2" EXPANSION JOINTEVERY 100' (MAXIMUM) AND

AT PROPERTY LINES

4" x 1 2"EXPANSION JOINT

DRIVEWAYTHICKNESS VARIES

6" x 1 2" EXPANSION JOINT.MOVE EXPANSION JOINTTO FACE OF WALK IFSIDEWALK TO REMAIN.

4" CONCRETESIDEWALK

6" CONCRETEDRIVEWAY SIDEWALK4" CONCRETE SIDEWALK

6" CONCRETEDRIVEWAY APRON

4" x 1 2"EXPANSION JOINT

6" x 1 2" EXPANSION JOINTSHAPE FILLER TO FIT

CURB RADIUS

14" PER FOOT PITCH REQUIRED

ON SIDEWALK WIDTHMAXIMUM 5 8" PER FOOT

(MINIMUM WIDTH 4.5')

PR

OP

ERTY

LIN

E

TYPICAL SIDEWALK

CURBRAMP

CURBRAMPSIDEWALK

TERRACE

4" x 1 2"EXPANSION JOINT

4" x 1 2"EXPANSION

JOINT

CURB AND GUTTER

TERRACE

EXPANSION JOINT & FILLER SHALLMATCH SIDEWALK THICKNESS

TERRACETERRACE

TERRACE

12" x 12" DRILLED SMOOTH

GREASED DOWEL BARS, 2 PERSIDEWALK PANEL AT EXISTINGSIDEWALK. EXPANSION JOINT

MAY BE REQUIRED.

INSTALL "HUDSON" BOX (PROVIDEDBY CITY) AT WATER & GAS SERVICEBOXES LOCATED IN CONCRETE AREAS

INSTALL DETECTABLE WARNINGFIELDS AT CURB RAMPS

INSTALL TIE BARSINTO BOTH SIDES OFEXISTING SIDEWALKWHEN DOING SPOTREPLACEMENTS. USE

DOWEL BARS ATEXPANSION JOINTS.

EXISTINGCONCRETESIDEWALK

NO. 4 REINFORCING RODTHROUGH ALL UTILITY TRENCHESMINIMUM ROD LENGTH OF 17'

ALTERNATELOCATION

(WHEN APPROVED)

REVISED 02/4/20 BY NWJ:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\Typical Sidewalk Section-Terrace.pdf

6-B-1

4" x 1 2" EXPANSION JOINT EVERY 100'(MAXIMUM). PLACE AT PROPERTY

LINES WHERE FEASIBLE

4" x 1 2" EXPANSIONJOINT

DRIVEWAYTHICKNESS

VARIES

6" x 1 2"EXPANSION JOINT

4" CONCRETESIDEWALK4" CONCRETE SIDEWALK

6" CONCRETEDRIVEWAY SIDEWALK

6" x 1 2" EXPANSION JOINT

PR

OP

ERTY

LIN

ETYPICAL CURBSIDE SIDEWALK

CURBRAMP

CURBRAMP

4" x 1 2" EXPANSIONJOINT

4" x 1 2" EXPANSIONJOINT

SID

EWA

LK

SIDEWALK

PICTURE-FRAMED SIDEWALK

BROOMFINISH

4" WIDE SMOOTH EDGEAROUND ENTIRE PANEL

JOINT

6' CURB TAPER

BUILDING

4" x 1" EXPANSION JOINTAT BUILDINGS

6' CURB TAPER

5'

1 4" P

ERFT

.

4" DIA. x 6"PVC PIPE

4" DIA. x 18"PVC PIPE

CURB & GUTTER

CONTRACTOR TO INSTALLPVC SLEEVE FOR PARKINGMETERS. EXACTLOCATION TO BEAPPROVED BY CITY.METER INSTALLED BY CITY

CONTRACTOR TO INSTALLPVC SLEEVE FOR STREETSIGNS. EXACT LOCATIONTO BE APPROVED BYCITY. POST AND SIGN TOBE INSTALLED BY CITY.

PARKING METERINSTALLATION

STREET SIGNINSTALLATION

4" x 1 2" EXPANSION JOINTSHAPE FILLER TO FIT CURB TAPER

CURB AND GUTTER

(WHERE SHOWN ON PLANS)

JOINT PATTERN AS SHOWN ON PLANS ORAPPROVED DURING CONSTRUCTION BY CITY

SIGNPARKINGMETER

4" x 3 4" EXPANSIONJOINT AROUND

HYDRANTS ANDCONCRETE BASESFOR LIGHT POLES

AND TRAFFICSIGNALS

EXISTINGCONCRETESIDEWALK

12" x 12" DRILLED SMOOTH

GREASED DOWEL BARS ORTIE BARS, 2 PER SIDEWALK

PANEL AT EXISTINGSIDEWALK. EXPANSION

JOINT MAY BE REQUIRED.

INSTALL BOX (PROVIDEDBY CITY) AT WATER & GAS

SERVICE BOXES

NO. 4 REINFORCING RODTHROUGH ALL UTILITY TRENCHES

MINIMUM ROD LENGTH OF 17'

5% MAX.LONGITUDINAL

GRADE

VARIES1'

PROVIDE JOINT AT SIGN AND METER POSTS WHEN FEASIBLE

REVISED 02/4/18 BY NWJ:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\Typical Sidewalk Section-Curbside.pdf

6-B-2

4" CONCRETE SIDEWALK

EXISTING CONCRETESIDEWALK

SLOPE:14" / FT

MATCH TOP OF STEPSWITH TOP OF NORMALSLOPE (2:1 TYP)

#4 BARS, 12" C-C#4 BARS @ 12" C-CPLACE 2 BARS UNDEREACH STEP

12" EXPANSIONROUND CORNERS

TO 1 4" NOM. RADIUS

6"

12" 12"

LIMITS OF CONCRETE STEPS

6"

6"

34"

12" EXPANSION

CONCRETE STEPS DETAIL

INSTALL HANDRAIL IF SHOWN ON PLANS

ALL STEEL TO BE 2" CLEAR

MINIMUM WIDTH OF STEP SHALL BE 4 FT

ACTUAL HEIGHT AND NUMBER OF STEPS MAYVARY DUE TO FIELD CONDITIONS

ALL RISERS SHALL BE THE SAME HEIGHT

CONCRETE STEPS INCLUDE A 3" COMPACTEDCRUSHED AGGREGATE BASE COURSE

REVISED 03/13/15 BY NWJ:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\Concrete Steps Detail.pdf

6-B-3

CURBRAMP

CURBRAMPSIDEWALK

PLAN VIEW

TERRACE

A

B

A

B

SECTION A-A

PROPOSED "CURB TYPE" CONCRETE PEDESTRIANCURB TO BE FLUSH WITH EXISTING WALK, POURED TO

SAME DEPTH AS PROPOSED WALK AND TAPER TOSPECIFIED ELEVATION AT INTERSECTION OF

BACK-OF-WALKS.

EXISTING 4" WALK

PROPOSED 4" WALKUNLESS SHOWN OTHERWISE

GRADE VARIES

IF WALK IS POURED SEPARATEFROM CURB USE NO. 4 X 12" TIE

BARS SPACED 2' O.C. AND THICKEN EDGE TO 6".

SECTION B-B

HEIGHT VARIES 2%SIDEWALK

BASE COURSE

VARIABLE HEIGHT CONCRETEPEDESTRIAN CURB

IF WALK IS POUREDSEPARATE FROM CURB USENO. 4 X 12" TIE BARS SPACED

2' O.C. AND THICKEN EDGE TO 6"

(THICKENED EDGE SHOWN).

TERRACE

PROPOSED VARIABLEHEIGHT PEDESTRIAN

CURB

2" RADIUS

6"

REVISED 02/28/13 BY NWJ:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\Variable Height Concrete Pedestrian Curb Detail.pdf

6-B-4

12"

7"6"6"

CRUSHED AGGREGATE BASE COURSEPER PLANS AND SPECIFICATIONS

24"30"

6"2" RADIUS

30" CONCRETE CURB ANDGUTTER - STANDARD

12"

7"6"6"

24"36"

2" RADIUS12"

CRUSHED AGGREGATE BASE COURSEPER PLANS AND SPECIFICATIONS

36" CONCRETE CURB ANDGUTTER - STANDARD

SCALE: 1" = 10'

REVISED 02/13/18 BY NW

J:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\Curb and Gutter Details-30 & 36 Inch.pdf

6-C-1

6" CONCRETEAPPROACH

FULL DEPTHEXPANSION

JOINT

DRIVE APPROACHCURB AND GUTTER

CRUSHED AGGREGATE BASE COURSEPER PLANS AND SPECIFICATIONS

7"6"7"

6" 24"

TYPICAL TIE BARLOCATION

ADJACENTPAVEMENT

NO. 4 x 2' TIE BARSSPACED AT 3' C-C

12"CONCRETE

CURB & GUTTER

12 THICKNESSOF GUTTER

TIE BARS DRILLED INTOEXISTING PAVEMENT

EXISTINGCONCRETE

NO. 6 TIE BARS SPACED AT 2.5' C-CINSTALLED PERPENDICULAR TO THE

LONGITUDINAL JOINT

6"NEWCONCRETE

12 THICKNESS OF

NEW CONCRETE

6"

TIE BARSTIE BARS

EXISTING CURBAND GUTTER

NEW CURBAND GUTTER

TIE BARS DRILLED INTOEXISTING CURB AND GUTTER

NO. 4 TIE BARS INSTALLED AT 1 2

THICKNESS OF NEW CONCRETE

6" 6"

3"6"

GUTTER

CURB

SAW

CU

T

NO. 4 x 1' TIE BARS

6"CONCRETE

CURB & GUTTER

12 THICKNESSOF GUTTER

3"

3"3"

TIE BAR MAY BE OMITTEDIF EXISTING CURB HEAD

DAMAGED

PLAN VIEW

PROFILE VIEW

NOT TO SCALE

REVISED 01/23/19 BY NW

J:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\Curb and Gutter Details-Drive Approach & Tie Bars.pdf

6-C-2

12"

6"7"6"

24"30"

6"2" RADIUS

12"

7.75

"

7"

10"

18"30"

12"

CRUSHED AGGREGATE BASE COURSEPER PLANS AND SPECIFICATIONS

CRUSHED AGGREGATE BASE COURSEPER PLANS AND SPECIFICATIONS

30" CONCRETE CURB ANDGUTTER - REVERSE SLOPE

30" CONCRETE CURB ANDGUTTER - MOUNTABLE

SAME SLOPE AS ADJACENTPAVEMENT OR 2% MINIMUM

SCALE: 1" = 10'

REVISED 02/13/18 BY NW

J:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\Curb and Gutter Details-Reverse Slope & Mountable.pdf

6-C-3

12"

7"6"V

AR

IES*

24"30"

6"2" RADIUS

* HEIGHT OF CURB TO VARY TO MATCH PROPOSEDGUTTER FLOW LINE AND TOP OF CURB ELEVATIONS

CRUSHED AGGREGATE BASE COURSEPER PLANS AND SPECIFICATIONS

30" CONCRETE CURB ANDGUTTER - STANDARD WITH

VARIABLE CURB HEIGHT

12"

6.75

"

6"6"

CRUSHED AGGREGATE BASE COURSEPER PLANS AND SPECIFICATIONS

18"24"

6"2" RADIUS

24" CONCRETE CURB ANDGUTTER - STANDARD

SCALE: 1" = 10'

REVISED 02/13/18 BY NW

J:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\Curb and Gutter Details-Reverse Slope & Mountable.pdf

6-C-4

12"

7"6"6"

24"48"

2" RADIUS24"

CRUSHED AGGREGATE BASE COURSEPER PLANS AND SPECIFICATIONS

48" CONCRETE CURB ANDGUTTER - STANDARD

SCALE: 1" = 10'

REVISED 02/13/18 BY NW

J:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\Curb and Gutter Details-48 Inch.pdf

6-C-5

HAND FORMED CURB AND GUTTER

2" PVCCONDUIT

EXISTINGSIDEWALK

6"

4" MAX.

PROTECTTREE ROOTS

18" MIN.

NOTES:

1. EXCAVATION LIMITS OF 4" BEHINDCURB AND GUTTER UNLESSDIRECTED OTHERWISE BYENGINEER.

2. HAND FORMED CURB MAYINCLUDE VARIABLE HEIGHT CURB.

3. TAPER CURB HEAD AT 12:1 WHENTRANSITIONING BETWEEN 6" CURBAND VARIABLE HEIGHT CURB.

4. VARIABLE HEIGHT CURB SHALLHAVE A MAXIMUM HEIGHT OF 9"UNLESS DIRECTED OTHERWISE.

5. INSIDE EDGE OF CONDUIT SHALLBE PLACED BEHIND BACK OFCURB AND GUTTER.

LIMITS OF HAND FORMED CURB AND GUTTER

6" OR VARIABLE HEIGHT CURB

TAPER TO 6" CURB HEIGHT (WHEN APPLICABLE)

18"-24"

TREETRUNK

PLANVIEW

PROFILEVIEW

EXCAVATION LIMITS

2" PVCCONDUIT

REVISED 02/22/18 BY NWJ:\CITYDWG\Civil 3D Drawings\DTL\City SDDs\Hand Formed Curb and Gutter Detail.pdf

6-C-6