CATHODIC PROTECTION DETAILS PVC & HDPE...

$: CATHODIC PROTECTION DETAILS PVC & HDPE PIPEpsc.ky.gov/pscecf/2014-00100/jbragg@nkywater.org/04032014082515... · p:\pr51569\cadd\sheets\1 title.dwg 1/30/2014 5:54:56 pm bezold, donald$
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TITLE

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100% REVIEW - NOT FOR CONSTRUCTION1 2 3 4 5 6

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SHEET INDEX BOARD OF COMMISSIONERS

OWNER BUSINESS OFFICE

PROJECT ENGINEER

VICINITY MAP

PRESIDENT/CEO

VICE PRESIDENTS

OWNER SITE LOCATION

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PLAN AND PROFILESTA. 0+00 TO 5+00

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HORIZONTAL SCALE

0 20' 40'

0

VERTICAL SCALE

10' 20'

* SEE PIPE MATERIAL GENERAL NOTES ON SHEET 10 AND SPECIFICATIONS FORALLOWABLE PIPE MATERIALS.

CODED NOTES:1. PROVIDE FULL LENGTH OF PIPE ON EACH SIDE OF RESTRAINED JOINT FITTINGS.

2. CATHODIC PROTECTION CODED NOTES FOR STEEL OR DUCTILE IRON PIPE. ALLMETALLIC PIPE SECTIONS SHALL BE BONDED TOGETHER. SEE TYPICAL BONDINGDETAILS IN SPECIFICATION SECTION 02660.

A. SEE CORPRO DRAWING NO. D1-33659-C DETAIL 'A' - SHEET 14.B. SEE CORPRO DRAWING NO. D1-33659-C DETAIL 'B' - SHEET 14.C. SEE CORPRO DRAWING NO. D1-33659-C DETAIL 'C' - SHEET 14.D. SEE CORPRO DRAWING NO. D1-33659-C DETAIL 'D' - SHEET 14.

3. CATHODIC PROTECTION CODED NOTES FOR PVC/HDPE METALLIC VALVES ANDFITTINGS.A. SEE CORPRO DRAWING NO. D1-33661-C DETAIL 'A' - SHEET 15.B. SEE CORPRO DRAWING NO. D1-33661-C DETAIL 'B' - SHEET 15.C. SEE CORPRO DRAWING NO. D1-33661-C DETAIL 'C' - SHEET 15.D. SEE CORPRO DRAWING NO. D1-33661-C DETAIL 'D' - SHEET 15.E. SEE CORPRO DRAWING NO. D1-33661-C DETAIL 'E' - SHEET 16.F. SEE CORPRO DRAWING NO. D1-33661-C DETAIL 'F' - SHEET 16.

4. INSULATED FLANGE CONNECTION AT EXISTING CROSS/PIPE CONNECTION.

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PLAN AND PROFILESTA. 5+00 TO 10+00

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SEE PIPE MATERIAL GENERAL NOTES ON SHEET 10 AND SPECIFICATIONS FORALLOWABLE PIPE MATERIALS.

HORIZONTAL SCALE

0 20' 40'

0

VERTICAL SCALE

10' 20'

DH

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ALT ALIGN PLANAND PROFILE

STA. 0+00 TO 5+00

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ALT. ALIGN. PLANAND PROFILE STA.

5+00 TO 9+50

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STATION

780

790

800

810

820

-0+10 0+00 1+00 2+00 3+00 4+00 5+00

PROPOSED CONCRETE DITCH GRADE OVERSTORM SEWER (0.5% MIN SLOPE FROM HIGHPOINT (H.P.) TO STORM INLETS )

EXISTING DITCH BOTTOM GRADEEXISTING EDGE OF DRIVE

EXISTING EDGE OF DRIVE

36" W

TR

CB

-1 (2

'X2'

)S

TA: 0

+00.

00TC

: 804

.00

12" I

NV

. OU

T: 8

02.4

2

CB

-2 (2

'X2'

)S

TA: 0

+92.

00TC

: 803

.50

12" I

NV

. IN

: 801

.96

18" I

NV

. OU

T: 8

01.4

6

CB

-3 (3

'X3'

)S

TA: 3

+00.

00TC

: 803

.30

18" I

NV

. IN

: 801

.04

24" I

NV

. OU

T: 8

00.5

4

CB

-4 (3

'X3'

)S

TA: 5

+00.

00TC

: 803

.30

24" I

NV

. IN

: 800

.20

24" I

NV

. OU

T: 8

00.1

0

92.00' - 12" STM @ .50% 208.00- 18" STM @ .20%* 200.00' - 24" STM @ .17%*

200.00' - 24" STM @ .17%*

STA 1+80 H.P.CONC DITCH -EL-803.9


PROPOSED CONCRETE DITCHGRADE OVER STORM SEWER(0.5% MIN SLOPE FROM HIGHPOINT (H.P.) TO STORM INLETS)

* STORM PIPE SHALL HAVE SOIL TIGHT JOINTS. USE11.25° BENDS ALONG PIPE TO MAINTAINALIGNMENT ALONG EXISTING STONE DITCH.

STATION

780

790

800

810

820

6+00 7+00 8+00 9+00 10+00 11+00 11+20

BEGIN EXISTING 30"PE STORM PIPE(TO BE REMOVED)

END EXISTING 30" PE STORM PIPE(TO BE REMOVED)

2001.34 - 30" @ .26%*

CB

-6 (3

'X3'

)S

TA: 9

+00.

00TC

: 803

.0

24" I

NV

. IN

: 799

.22

24" I

NV

. OU

T: 7

99.1

2

CB

-5 (3

'X3'

)S

TA: 7

+00.

00TC

: 803

.0

24" I

NV

. IN

: 799

.76

24" I

NV

. OU

T: 7

99.6

6

CB

-7 (3

'X3'

)S

TA: 1

1+01

.34

TC: 8

02.8

530

" IN

V O

UT:

797

.34

24" I

NV

. IN

: 798

.60

30" I

NV

. IN

: 798

.10

200.00' - 24" STM @ .22%*

EXISTING DITCH BOTTOM GRADE EXISTING DITCHBOTTOM GRADE

200.00' - 24" STM @ .17%*

EXISTING EDGE OF DRIVE

18.67' @ 9.27%30"--STM




PROPOSED CONCRETE DITCHGRADE OVER STORM SEWER(0.5% MIN SLOPE FROM HIGHPOINT (H.P.) TO STORM INLETS )

PROPOSED CONCRETE DITCHGRADE OVER STORM SEWER(0.5% MIN SLOPE FROM HIGHPOINT (H.P.) TO STORM INLETS )

PROPOSED CONCRETE DITCHGRADE OVER STORM SEWER (0.5%MIN SLOPE FROM HIGH POINT(H.P.) TO STORM INLETS )

* STORM PIPE SHALL HAVE SOIL TIGHT JOINTS. USE11.25° BENDS ALONG PIPE TO MAINTAINALIGNMENT ALONG EXISTING STONE DITCH.

END NEW STORM SEWER WORK ATEXISTING 30" CULVERT. CONNECT TO

CULVERT PIPE WITH FLEXIBLECOUPLING FERNCO OR EQUAL

780

790

800

810

820

-0+10

780

790

800

810

820

18.67' @ 9.27%

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STORM SEWERPROFILE AND

DETAILS

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HORIZONTAL SCALE

0 20' 40'

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10' 20'

REBUILD DITCH STONE SIDESLOPE TO MATCH EXISTINGDITCH SLOPE USE STONESALVAGED DURING MAININSTALLATION OR REMOVEDFROM NORTH RESERVOIRDITCH. MORTAR STONE JOINTSTO CONFORM TO KTC SECTION601.

NEW ASPHALTPAVEMENT. SLOPEDTO DITCH - SEEPAVEMENTREPLACEMENTDETAIL SHEET 10

EXISTING STONE DITCH BOTTOM ANDSIDE SLOPE TO REMAIN

6" FORMED CLASS A PLAIN CONCRETE DITCH ALONG EDGEOF DRIVE - KTC SECTION 709 WITH LIGHT BROOM FINISH -

SLOPE PER NEW STORM SEWER PROFILE NOTES. PROVIDECONTROL JOINTS AT 4' SPACING AND PREFORMED

EXPANSION JOINTS AT CATCH BASINS AND HIGH POINTS.4" DGA BASE COURSE

NEW ASPHALT DRIVE

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GENERAL NOTES& DETAILS

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1. THIS DRAWING TITLEBLOCK IS DESIGNED FOR MULTIPLEBURGESS & NIPLE OFFICES TO USE. TO CHANGE THE OFFICEADDRESS YOU MUST FIRST UNLOCK THE LAYERG-ANNO-TTLB-LOGO.

2. THEN BY SELECTING THE LOGO YOU WILL ACTIVATE AROLL DOWN (BLUE ARROW) THAT WILL ALLOW YOU TOSWITCH THE OFFICE ADDRESS.

3. GO BACK TO THE LAYER TOOL PALETTE AND RELOCK THELAYER G-ANNO-TTLB-LOGO.

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WATER MAINDETAILS

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14'-0"

5'-6"1'-0"9'-0"2'-0"2'-0"

17'-0"

1'-0" 5'-0" 5'-0" 5'-0"1'

-0"

4'-6

"4'

-0"

2'-0

"2'

-0"

0"13

'-6"

2'-0

"

6'-0"

4'-0

"

8'-0"

3"

1'-0"1'

-0"

1'-0

"

2'-6

"

1'-0

"

SCALE: 1/2" = 1'-0"

PLAN - OUTLET STRUCTURE BASE BID

1 8

SCALE: 1/2" = 1'-0"1 SECTION - OUTLET STRUCTURE

EXISTING STONE OUTLETSTRUCTURE TO BE REMOVED.

EXIST 30" RAWWATER MAINOUTLET TO REMAIN

CL NEW 36"RAW WATER

MAIN OUTLET

EXISTINGRESERVOIR

STONE LINER

TOP OF 36" FLAREDOUTLET-802.5

CL NEW 36" RAWWATER MAIN

FILL AREA BETWEEN EXIST STONERESERVOIR LINER AND NEW OUTLETSTRUCTURE WITH CONCRETE (MIN. 8" THICK)

1'-0" 5'-0" 5'-0" 5'-0" 1'-0"

8'-6

"

BOTTOM OF WALLEL 796.5

TOP OF WALLEL 805.0

EXIST 30" RAWWATER MAINOUTLET EL. 802.45

NEW 36" RAWWATER MAINOUTLET EL 802.5

1'-0

"

28

SCALE: 1/2" = 1'-0"2 SECTION - OUTLET STRUCTURE

TOP ELEV.- 805.0

SAW CUT THROUGHEXIST STONE LINERADJACENT TO NEW

OUTLET STRUCTUREWALLS .

COMPACTEDGRANULARBACKFILL AROUNDSTRUCTURE

8" CONCRETE LINER TOREPLACE STONE LINERAROUND NEW STRUCTURE.

ASPHALT DRIVE

SAW CUT THROUGHEXIST STONE LINERADJACENT TO NEW

OUTLET STRUCTUREWALLS .

17'-0"

1'-0" 11'-0"

9 1/2"

11'-0"

1'-0

"4'

-6"

4'-0

"2'

-0"

2'-0

"

13'-6

"

SCALE: 1/2" = 1'-0"

PLAN - OUTLET STRUCTURE ALTERNATE BID ALIGNMENT

1 8

EXISTINGSTONE OUTLETSTRUCTURETO BEREMOVED.

EXIST 30" RAWWATER MAINOUTLET TO REMAIN CL NEW 36"

RAW WATERMAIN OUTLET

FILL AREA BETWEENEXIST STONERESERVOIR LINERAND NEW OUTLETSTRUCTURE WITHCONCRETE (MIN. 8"THICK)

28

SAW CUT THROUGHEXIST STONE LINERADJACENT TO NEWOUTLET STRUCTUREWALLS .

#5@12"EW (TYP)

#5@12" EW (TYP)

#5@12"EW (TYP)

CONCRETE & REINFORCEMENT NOTES:1. CONCRETE SHALL HAVE A MINIMUM 28 DAY

COMPRESSIVE STRENGTH OF 4000 PSI ANDSHALL COMPLY WITH KTC CLASS AASECTION 601 WITH ORDINARY SURFACEFINISH.

2. STEEL REINFORCEMENT SHALL BE GRADE 60AND SHALL COMPLY WITH KTC SECTION 602.

3. ALL CONCRETE WORK SHALL BE INACCORDANCE WITH "THE BUILDING CODEREQUIREMENTS FOR STRUCTURALCONCRETE" ACI 318.

4. ALL REINFORCEMENT DETAILS SHALLCONFORM TO "DETAILS AND DETAILINGREINFORCEMENT " ACI 315.

5. PROVIDE 3/4" CHAMFER ON ALL EXPOSEDCORNERS OF WALLS AND SLABS.

6. CONCRETE PROTECTION (COVER FORREINFORCEMENT BARS) SHALL BE 3" WHENCAST AGAINST EARTH AND 2" WHENEXPOSED TO EARTH OR WEATHERFOLLOWING REMOVAL OF FORMS.

7. PROVIDE ADEQUATE SUPPORT FORREINFORCING TO MAINTAIN REQUIREDSPACING AND PROTECTION.

REPLACE STONE CURB,IRON FENCE AND GATE.

1'-6

"

3'-6

"

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1612

12

RAW WATER MAINOUTLET

STRUCTURE

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AS SHOWN

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TRENCH EXCAVATION

SILT WORM GEOTEXTILE TUBEALONG LOW SIDE OF DISTURBED

AREA AND/OR TOP OF STONE DITCH

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1613

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STORM WATERPOLUTION

PREVENTION NOTESAND DETAILS

GB

AS SHOWN

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DWB

PR51569

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BURGESS & NIPLE, INC.CINCINNATI, OHIO

CATHODIC PROTECTIONSYSTEM DETAILS

FOR 36" RAW WATER MAIN PROJECTAT THE FORT THOMAS PLANT

FORNORTHERN KENTUCKY WATER DISTRICT

FORT THOMAS, KENTUCKY

D.F.Z.

D.F.Z.

J.W.P.

1-7-13

NONE

1 1

D1-33659-C

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CATHODICPROTECTION

DETAILS STEEL &DUCTILE IRON PIPE

GB

AS SHOWN

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DWB

DWB

PR51569

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D.F.Z.

D.F.Z.

J.W.P.

1-7-13

NONE

1 2

D1-33661-C

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1615

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CATHODICPROTECTION

DETAILS PVC & HDPEPIPE

GB

AS SHOWN

GB

DWB

DWB

PR51569

AUG, 2013


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D.F.Z.

D.F.Z.

J.W.P.

1-7-13

NONE

2 2

D1-33661-C

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AUG, 2013


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CATHODIC PROTECTION DETAILS PVC & HDPE...

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