cathodic protection details pvc & hdpe...
TRANSCRIPT
P:\P
R51
569\
cadd
\SH
EE
TS\1
TIT
LE.d
wg
1/3
0/20
14 5
:54:
56 P
M B
ezol
d, D
onal
dP
LOTT
ED
: 2/1
0/20
14 2
:54:
24 P
M
N
OR
THE
RN
KE
NTU
CK
Y W
ATE
R D
ISTR
ICT
FT T
HO
MA
S W
ATE
R T
RE
ATM
EN
T P
LAN
T36
" RA
W W
ATE
R M
AIN
PR
OJE
CT
161
1
TITLE
GB
NONE
GB
DWB
DWB
PR51569
AUG, 2013
100% REVIEW - NOT FOR CONSTRUCTION1 2 3 4 5 6
1 2 3 4 5 6
D
C
B
A
SHEET INDEX BOARD OF COMMISSIONERS
OWNER BUSINESS OFFICE
PROJECT ENGINEER
VICINITY MAP
PRESIDENT/CEO
VICE PRESIDENTS
OWNER SITE LOCATION
P:\P
R51
569\
cadd
\SH
EE
TS\3
PLA
N A
ND
PR
OFI
LE S
TA 0
+00
TO 5
+00.
dwg
2/1
0/20
14 1
:15:
05 P
M B
ezol
d, D
onal
dP
LOTT
ED
: 2/1
0/20
14 2
:55:
09 P
M
N
OR
THE
RN
KE
NTU
CK
Y W
ATE
R D
ISTR
ICT
FT T
HO
MA
S W
ATE
R T
RE
ATM
EN
T P
LAN
T36
" RA
W W
ATE
R M
AIN
PR
OJE
CT
163
3
PLAN AND PROFILESTA. 0+00 TO 5+00
GB
AS SHOWN
GB
DWB
DWB
PR51569
AUG, 2013
100% REVIEW - NOT FOR CONSTRUCTION1 2 3 4 5 6
1 2 3 4 5 6
D
C
B
A
DHY
WM
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.
P:\P
R51
569\
cadd
\SH
EE
TS\4
PLA
N A
ND
PR
OFI
LE S
TA. 5
+00
TO 1
0+00
.dw
g 2
/10/
2014
1:1
6:39
PM
Bez
old,
Don
ald
PLO
TTE
D: 2
/10/
2014
2:5
5:52
PM
N
OR
THE
RN
KE
NTU
CK
Y W
ATE
R D
ISTR
ICT
FT T
HO
MA
S W
ATE
R T
RE
ATM
EN
T P
LAN
T36
" RA
W W
ATE
R M
AIN
PR
OJE
CT
164
4
PLAN AND PROFILESTA. 5+00 TO 10+00
GB
AS SHOWN
GB
DWB
DWB
PR51569
AUG, 2013
100% REVIEW - NOT FOR CONSTRUCTION1 2 3 4 5 6
1 2 3 4 5 6
D
C
B
A
SEE PIPE MATERIAL GENERAL NOTES ON SHEET 10 AND SPECIFICATIONS FORALLOWABLE PIPE MATERIALS.
HORIZONTAL SCALE
0 20' 40'
0
VERTICAL SCALE
10' 20'
DH
Y
WM
P:\P
R51
569\
cadd
\SH
EE
TS\7
ALT
ALI
GN
PLA
N A
ND
PR
OFI
LE S
TA. 0
+00
TO 5
+00.
dwg
2/1
0/20
14 1
:32:
36 P
M B
ezol
d, D
onal
dP
LOTT
ED
: 2/1
0/20
14 2
:58:
00 P
M
N
OR
THE
RN
KE
NTU
CK
Y W
ATE
R D
ISTR
ICT
FT T
HO
MA
S W
ATE
R T
RE
ATM
EN
T P
LAN
T36
" RA
W W
ATE
R M
AIN
PR
OJE
CT
167
7
ALT ALIGN PLANAND PROFILE
STA. 0+00 TO 5+00
GB
AS SHOWN
GB
DWB
DWB
PR51569
AUG, 2013
100% REVIEW - NOT FOR CONSTRUCTION1 2 3 4 5 6
1 2 3 4 5 6
D
C
B
A
HORIZONTAL SCALE
0 20' 40'
0
VERTICAL SCALE
10' 20'
DH
Y
WM
* 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.
P:\P
R51
569\
cadd
\SH
EE
TS\8
ALT
. ALI
GN
ME
NT
PLA
N A
ND
PR
OFI
LE S
TA. 5
+00
TO 1
0+00
.dw
g 2
/10/
2014
2:5
2:48
PM
Bez
old,
Don
ald
PLO
TTE
D: 2
/10/
2014
2:5
8:33
PM
N
OR
THE
RN
KE
NTU
CK
Y W
ATE
R D
ISTR
ICT
FT T
HO
MA
S W
ATE
R T
RE
ATM
EN
T P
LAN
T36
" RA
W W
ATE
R M
AIN
PR
OJE
CT
168
8
ALT. ALIGN. PLANAND PROFILE STA.
5+00 TO 9+50
GB
AS SHOWN
GB
DWB
DWB
PR51569
AUG, 2013
100% REVIEW - NOT FOR CONSTRUCTION1 2 3 4 5 6
1 2 3 4 5 6
D
C
B
A
HORIZONTAL SCALE
0 20' 40'
0
VERTICAL SCALE
10' 20'
DH
Y
WM
* 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.
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
STA 4+00 H.P.CONC DITCH -EL-803.8
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
STA 6+00 H.P.CONC DITCH -EL-803.8
STA 8+00 H.P.CONC DITCH -EL-803.5
STA 8+00 H.P.CONC DITCH -EL-803.5
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%
P:\P
R51
569\
cadd
\SH
EE
TS\9
STO
RM
SE
WE
R P
RO
FILE
& D
ETA
ILS
.dw
g 2
/10/
2014
1:4
8:12
PM
Bez
old,
Don
ald
PLO
TTE
D: 2
/10/
2014
3:0
0:04
PM
N
OR
THE
RN
KE
NTU
CK
Y W
ATE
R D
ISTR
ICT
FT T
HO
MA
S W
ATE
R T
RE
ATM
EN
T P
LAN
T36
" RA
W W
ATE
R M
AIN
PR
OJE
CT
169
9
STORM SEWERPROFILE AND
DETAILS
GB
AS SHOWN
GB
DWB
DWB
PR51569
AUG, 2013
100% REVIEW - NOT FOR CONSTRUCTION1 2 3 4 5 6
1 2 3 4 5 6
D
C
B
A
HORIZONTAL SCALE
0 20' 40'
0
VERTICAL SCALE
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
P:\P
R51
569\
cadd
\SH
EE
TS\1
0 G
EN
ER
AL
NO
TES
& D
ETA
ILS
.dw
g 2
/10/
2014
2:4
3:05
PM
Bez
old,
Don
ald
PLO
TTE
D: 2
/10/
2014
3:0
0:10
PM
N
OR
THE
RN
KE
NTU
CK
Y W
ATE
R D
ISTR
ICT
FT T
HO
MA
S W
ATE
R T
RE
ATM
EN
T P
LAN
T36
" RA
W W
ATE
R M
AIN
PR
OJE
CT
1610
10
GENERAL NOTES& DETAILS
GB
AS SHOWN
GB
DWB
DWB
PR51569
AUG, 2013
100% REVIEW - NOT FOR CONSTRUCTION1 2 3 4 5 6
1 2 3 4 5 6
D
C
B
A
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.
P:\P
R51
569\
cadd
\SH
EE
TS\1
1 W
ATE
R M
AIN
DE
TAIL
S.d
wg
2/1
0/20
14 2
:39:
33 P
M B
ezol
d, D
onal
dP
LOTT
ED
: 2/1
0/20
14 3
:00:
17 P
M
N
OR
THE
RN
KE
NTU
CK
Y W
ATE
R D
ISTR
ICT
FT T
HO
MA
S W
ATE
R T
RE
ATM
EN
T P
LAN
T36
" RA
W W
ATE
R M
AIN
PR
OJE
CT
1611
11
WATER MAINDETAILS
GB
AS SHOWN
GB
DWB
DWB
PR51569
AUG, 2013
100% REVIEW - NOT FOR CONSTRUCTION1 2 3 4 5 6
1 2 3 4 5 6
D
C
B
A
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
"
P:\P
R51
569\
cadd
\SH
EE
TS\1
2 R
AW
WA
TER
OU
TLE
T S
TRU
CTU
RE
.dw
g 2
/10/
2014
2:4
9:31
PM
Bez
old,
Don
ald
PLO
TTE
D: 2
/10/
2014
3:0
0:22
PM
N
OR
THE
RN
KE
NTU
CK
Y W
ATE
R D
ISTR
ICT
FT T
HO
MA
S W
ATE
R T
RE
ATM
EN
T P
LAN
T36
" RA
W W
ATE
R M
AIN
PR
OJE
CT
1612
12
RAW WATER MAINOUTLET
STRUCTURE
GB
AS SHOWN
GB
DWB
DWB
PR51569
AUG, 2013
100% REVIEW - NOT FOR CONSTRUCTION1 2 3 4 5 6
1 2 3 4 5 6
D
C
B
A
TRENCH EXCAVATION
SILT WORM GEOTEXTILE TUBEALONG LOW SIDE OF DISTURBED
AREA AND/OR TOP OF STONE DITCH
P:\P
R51
569\
cadd
\SH
EE
TS\1
3 S
TOR
M W
ATE
R P
OLU
TIO
N P
RE
VE
NTI
ON
NO
TES
AN
D D
ETA
ILS
.dw
g 1
/8/2
014
4:31
:45
PM
Bez
old,
Don
ald
PLO
TTE
D: 2
/10/
2014
3:0
0:27
PM
N
OR
THE
RN
KE
NTU
CK
Y W
ATE
R D
ISTR
ICT
FT T
HO
MA
S W
ATE
R T
RE
ATM
EN
T P
LAN
T36
" RA
W W
ATE
R M
AIN
PR
OJE
CT
1613
13
STORM WATERPOLUTION
PREVENTION NOTESAND DETAILS
GB
AS SHOWN
GB
DWB
DWB
PR51569
AUG, 2013
100% REVIEW - NOT FOR CONSTRUCTION1 2 3 4 5 6
1 2 3 4 5 6
D
C
B
A
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
P:\P
R51
569\
cadd
\SH
EE
TS\1
4 C
ATH
OD
IC P
RO
TEC
TIO
N -
STE
EL
& D
UC
TILE
IRO
N P
IPE
.dw
g 1
/30/
2014
10:
53:4
9 A
M B
ezol
d, D
onal
dP
LOTT
ED
: 2/1
0/20
14 3
:00:
32 P
M
N
OR
THE
RN
KE
NTU
CK
Y W
ATE
R D
ISTR
ICT
FT T
HO
MA
S W
ATE
R T
RE
ATM
EN
T P
LAN
T36
" RA
W W
ATE
R M
AIN
PR
OJE
CT
1614
14
CATHODICPROTECTION
DETAILS STEEL &DUCTILE IRON PIPE
GB
AS SHOWN
GB
DWB
DWB
PR51569
AUG, 2013
100% REVIEW - NOT FOR CONSTRUCTION1 2 3 4 5 6
1 2 3 4 5 6
D
C
B
A
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 2
D1-33661-C
P:\P
R51
569\
cadd
\SH
EE
TS\1
5 C
ATH
OD
IC P
RO
TEC
TIO
N D
ETA
ILS
PV
C &
HD
PE
PIP
E.d
wg
1/3
0/20
14 1
1:02
:33
AM
Bez
old,
Don
ald
PLO
TTE
D: 2
/10/
2014
3:0
0:37
PM
N
OR
THE
RN
KE
NTU
CK
Y W
ATE
R D
ISTR
ICT
FT T
HO
MA
S W
ATE
R T
RE
ATM
EN
T P
LAN
T36
" RA
W W
ATE
R M
AIN
PR
OJE
CT
1615
15
CATHODICPROTECTION
DETAILS PVC & HDPEPIPE
GB
AS SHOWN
GB
DWB
DWB
PR51569
AUG, 2013
100% REVIEW - NOT FOR CONSTRUCTION1 2 3 4 5 6
1 2 3 4 5 6
D
C
B
A
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
2 2
D1-33661-C
P:\P
R51
569\
cadd
\SH
EE
TS\1
6 C
ATH
OD
IC P
RO
TEC
TIO
N D
ETA
ILS
- P
VC
& H
DP
E P
IPE
.dw
g 1
/30/
2014
11:
02:5
0 A
M B
ezol
d, D
onal
dP
LOTT
ED
: 2/1
0/20
14 3
:00:
42 P
M
N
OR
THE
RN
KE
NTU
CK
Y W
ATE
R D
ISTR
ICT
FT T
HO
MA
S W
ATE
R T
RE
ATM
EN
T P
LAN
T36
" RA
W W
ATE
R M
AIN
PR
OJE
CT
1616
16
CATHODICPROTECTION
DETAILS PVC & HDPEPIPE
GB
AS SHOWN
GB
DWB
DWB
PR51569
AUG, 2013
100% REVIEW - NOT FOR CONSTRUCTION1 2 3 4 5 6
1 2 3 4 5 6
D
C
B
A