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QUANTITIES
ESTIMATED
U3-1
UTILITIES INDEX
SHEET NAME SHEET NUMBER
UTILITY COMPANY CONTACT
CONTACT: BILL GRADY - 865-558-2738
KNOXVILLE, TN. 37950
4505 MIDDLEBROOK PIKE
P.O. BOX 59017
KNOXVILLE UTILITIES BOARD
U3-29
U3-28
U3-27
U3-26
U3-25
U3-24
U3-23
U3-22
U3-21
U3-20
U3-19
U3-18
U3-17
U3-16
U3-15
U3-14
U3-13
U3-12
U3-11
U3-10
U3-9
U3-8
U3-7
U3-6
U3-5
U3-4
U3-3
U3-2
U3-1
WATERLINE DETAILS
PROFILE WATER - LINE V
PROFILE WATER - LINE S, T & U
PROFILE WATER - LINE R
PROFILE WATER - LINE O, P & Q
PROFILE WATER - LINE N
PROFILE WATER - LINE M
PROFILE WATER - LINE L
PROFILE WATER - LINE J
PROFILE WATER - LINE H & I
PROFILE WATER - LINE G
PROFILE WATER - LINE G
PROFILE WATER - LINE G
PROFILE WATER - LINE F
PROFILE WATER - LINE E
PROFILE WATER - LINE D
PROFILE WATER - LINE D
PROFILE WATER - LINE B & C
PROFILE WATER - LINE A
PROFILE WATER - LINE A
WATERLINE PLAN - LINES G, M, P, Q, R, S & T
WATERLINE PLAN - LINES D, E & F
WATERLINE PLAN - LINE B & C
WATERLINE PLAN - LINES G, L, M, N, O & V
WATERLINE PLAN - LINES F, G, H, I, J & P
WATERLINE PLAN - LINES A, D, E, G & U
WATERLINE PLAN - LINES A, & B
GENERAL NOTES, LEGEND
ESTIMATED QUANTITIESTE
NN
ES
SE
E
D.
O.
T.
DE
SI
GN
DI
VI
SI
ON
FI
LE
NO.
TYPE YEAR PROJECT NO.SHEET
NO.
2/4/2016
COORDINATE VALUES ARE NAD/83(1995)
AND ARE DATUM ADJUSTED BY THE
FACTOR 1.0001 & TIED TO THE TGRN.
F:\
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U3-1.
DG
N
2016CONST
BWSC PROJECT NO. 34826-00
BOARDUTILITIES
KNOXVILLE
HPP/STP-62(34)
S.R. 62 (WESTERN AVE.) KNOX CO.
PIN #101204.0047023-3261-14 (CONST.)
PHONE (865) 637-2810 FAX (865) 673-8554
520 West Summit Hill Drive, Suite 1202, Knoxville, Tennessee 37902
U3-2
LEGEND
GENERAL NOTES
GENERAL NOTES: LEGEND:
122
DI
DIP
EOL
IE
LF
MH
MJ
RJ
SA
STA
TC
TBA
W.M.
TOP OF CASTING
TO BE ABANDONED
STATION
SANITARY SEWER
RESTRAINED JOINT
MECHANICAL JOINT
MANHOLE
LINEAR FEET
INVERT ELEVATION
END OF LINE
DUCTILE IRON PIPE
DUCTILE IRON
FIRE HYDRANT
CONTROL POINT
TRAFFIC SIGNAL POLE
CATCH BASIN
PROPERTY NUMBER
PROPOSED AIR RELEASE VALVE
PROPOSED VALVE
RELOCATED WATER METER
EXISTING SANITARY MANHOLE
EASEMENT LINE
PROPERTY LINE
EXISTING GAS LINE
EXISTING SEWER LINE
EXISTING WATER LINE
PROPOSED GAS LINE
PROPOSED SANITARY SEWER LINE
PROPOSED WATER LINE
ALL 24" PIPE AND FITTINGS SHALL BE RESTRAINED JOINT.
SHALL BE USED AS OUTLINED IN NOTE 22.
FITTINGS REQUIRED FOR THE INSTALLATION OF THE WATER LINE. IF ADDITIONAL FITTINGS ARE USED, PROPER RESTRAINT
THE HORIZONTAL AND VERTICAL BEND FITTINGS SHOWN ON THE DRAWINGS ARE NOT NECESSARILY ALL OF THE BEND
THAT IN-LINE JOINTS THAT REQUIRE RESTRAINT MAY BE RESTRAINED AS PIPE IS LAID.
JOINT PIPE. THE CONTRACTOR IS ADVISED TO ANTICIPATE THE JOINT RESTRAINT REQUIREMENTS OF UPCOMING FITTINGS SO
RESTRAINED JOINT PIPE OR JOINT-RESTRAINING GASKETS AT ALL PIPE JOINTS FALLING WITHIN THE AREAS OF RESTRAINED
JOINT, FITTINGS AND VALVES SHALL BE INSTALLED WITH RETAINER GLANDS. IN ADDITION, THE CONTRACTOR SHALL USE
FORCES DUE TO LINE PRESSURE. ALL FITTINGS SHALL BE INSTALLED WITH THRUST BLOCKS. WHERE SHOWING RESTRAINED
ALL WATER LINE FITTINGS (BENDS, TEES, VALVES, ETC.) SHALL BE PROPERLY RESTRAINED TO RESIST THE THRUST
ALL FIRE LINE SERVICES SHALL HAVE A VALVE INSTALLED AT THE MAIN.
SHALL BE ADJUSTED AS NECESSARY.
WATER VALVES AND VALVE BOXES SHALL NOT BE LOCATED IN SIDEWALKS. VALVE PLACEMENTS AT LINE INTERSECTIONS
MAXIMUM DISTANCES FROM BACK OF CURB.
COORDINATES FOR FIRE HYDRANTS SHALL REFER TO CONNECTION TO MAIN. REFER TO SPECIFICATION 02512 FOR MINIMUM AND
ALL SOLID SLEEVES SHALL BE RESTRAINED.
IN METER ASSEMBLY.
CONNECTION TO EXISTING LINE. WATER METER SHALL BE LOCATED ON THE PROPERTY LINE. KUB SHALL SET ALL METERS
WATER SERVICES SHOWN ON THE DRAWINGS SHALL INCLUDE A NEW WATER METER ASSEMBLY AND ALL APPURTENANCES FOR
ALL UTILITY MAINS LARGER THAN 6 INCHES THAT ARE TO BE ABANDONED SHALL BE PLUGGED AND FILLED WITH GROUT.
A MINIMUM OF 36 INCHES OF COVER IS REQUIRED OVER ALL NEW UTILITIES, UNLESS NOTED OTHERWISE ON THE PLANS.
ALIGNMENTS TO AVOID ANY EXISTING UTILITIES SHALL BE APPROVED BY UTILITY OWNER PRIOR TO INSTALLATION.
CONTRACTOR SHALL POT HOLE EXISTING UTILITIES TO VERIFY DEPTHS. ANY ADJUSTMENTS TO HORIZONTAL OR VERTICAL
ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REPAIRED IN ACCORDANCE WITH THE ROADWAY CONTRACT.
INSURE ACCESS AND SAFETY AT ALL TIMES FOR MOTORISTS, PEDESTRIANS, RESIDENTS, BUSINESSES, ETC.
DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE TEMPORARY TRAFFIC CONSTROL MEASURES TO
THE CONTRACTOR SHALL FOLLOW ALL OSHA REGULATIONS PERTAINING TO CONSTRUCTION OPERATIONS.
EMERGENCY CONTACTS FOR EACH UTILITY IN CASE OF ACCIDENTAL UTILITY DAMAGE.
IT IS THE CONTRACTOR’S RESPONSIBILITY TO MAINTAIN ALL UTILITY SERVICES DURING CONSTRUCTION. MAINTAIN A LIST OF
THE CONTRACTOR MUST PERFORM ALL CONSTRUCTION WITHIN RIGHTS-OF-WAY OR EASEMENTS.
AND CONSTRUCTION OPERATIONS.
ALSO CONFORM TO THE REQUIREMENTS OF THE ROADWAY CONTRACT, PARTICULARY FOR TRENCHING, BACKFILL, COMPACTION
THE GENERAL NOTES AND SPECIFICATIONS CONTAIN MINIMUM REQUIREMENTS FOR THIS PROJECT. UTILITY CONSTRUCTION SHALL
ANY TEMPORARY OR PERMANENT PAVEMENT REPAIR SHALL BE IN ACCORDANCE WITH THE ROADWAY CONTRACT.
EXPENSE.
IN THE EVENT OF DAMAGE TO EXISTING UTILITIES, THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL REPAIRS AND RELATED
SHALL NOT RELY UPON INFORMATION INDICATED ON THE DRAWINGS CONCERNING EXISTING UNDERGROUND INSTALLATIONS.
RESPONSIBLE FOR LOCATING ALL UNDERGROUND INSTALLATIONS. THE CONTRACTOR SHALL USE HIS OWN INFORMATION AND
SHALL CONTACT TENNESSEE ONE CALL (DIAL 811) FOR ACTUAL EXISTING UTILITY LOCATIONS. THE CONTRACTOR IS SOLELY
AND COMPLETENESS OF SUCH INFORMATION AND ALL RESPONSIBILITY FOR ACCURACY IS EXPRESSLY DISCLAIMED. CONTRACTOR
TO THE EXTENT THAT IS SHOWN ON THE TDOT SUPPLIED DRAWINGS. THERE IS NO GUARANTEE AS TO THE ACCURACY
EXISTING UNDERGROUND INSTALLATIONS SUCH AS WATER LINES, GAS MAINS AND SEWERS ARE INDICATED ON THE DRAWINGS
OF WATER QUALITY PERMITS AND STORM WATER POLLUTION PREVENTION PLAN.
PRIME CONTRACTOR AND IN ACCORDANCE WITH TDEC PERMITS. UTILITY CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS
ALL EROSION AND SEDIMENTATION CONTROL OF PROJECT SITE SHALL BE UNDER GENERAL AGREEMENT WITH TDOT AND
TDOT AND PRIME CONTRACTOR.
CLEARING AND CLEANING OF PROJECT SITE OF PLANT LIFE AND DEBRIS SHALL BE UNDER GENERAL AGREEMENT WITH
PROJECT OWNER, PROJECT NAME, AND TDOT PIN NUMBER AS LISTED IN THE CONTRACT DOCUMENTS.
ALL CORRESPONDENCE, SUBMITTALS OR OTHER ITEMS ASSOCIATED WITH THE CONTRACT SHALL BE IDENTIFIED WITH THE
BE COPIED TO THE UTILITY.
7345 REGION LANE, KNOXVILLE, TENNESSEE 37914. A COPY OF ALL CORRESPONDENCE ADDRESSED TO TDOT SHALL
ALL CORRESPONDENCE TO TDOT SHALL BE ADDRESSED TO TENNESSEE DEPARTMENT OF TRANSPORTATION, REGION 1,
24.
23.
22.
21.
20.
19.
18.
17.
16.
15.
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
TE
NN
ES
SE
E
D.
O.
T.
DE
SI
GN
DI
VI
SI
ON
FI
LE
NO.
TYPE YEAR PROJECT NO.SHEET
NO.
2/4/2016
COORDINATE VALUES ARE NAD/83(1995)
AND ARE DATUM ADJUSTED BY THE
FACTOR 1.0001 & TIED TO THE TGRN.
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U3-2.D
GN
2016CONST
BWSC PROJECT NO. 34826-00
BOARDUTILITIES
KNOXVILLE
HPP/STP-62(34)
S.R. 62 (WESTERN AVE.) KNOX CO.
PIN #101204.0047023-3261-14 (CONST.)
PHONE (865) 637-2810 FAX (865) 673-8554
520 West Summit Hill Drive, Suite 1202, Knoxville, Tennessee 37902
TOPSOILED AND SEEDED
AREA TO BE SCARIFIED,
N
PROP. R.O.W.
PROP. ROW
PRES. &
PROP. ROWPRES. &
PRES. & PROP. ROW
PROP. ROW
PR
OP.
RO
W
15’
CO
NS
T.
ES
M’
T
SEDIMENT CONTROL PLANS.
SEE EROSION PREVENTION AND
FOR LIMITS OF STREAM BUFFER
NOTE:
STA. 100+00 TO STA. 112+00
SCALE: 1"= 50’
U3-3
MA
TC
H
LI
NE 112
+00
SE
E
SH
EE
T
NO.
U3-4
MATCH LINE 13+00 SEE SHEET NO. U3-7
ASSEMBLY
FIRE HYDRANT
E 2571783.51
N 604209.52
LINE "B"
STA 0+57.16
8" GATE VALVE
W/THRUST BLOCK
8" DI 45� BEND MJ
E2571179.92
N 603985.85
LINE "A"
STA 0+20.36
THREE 8" GATE VALVES
W/THRUST BLOCK
8" DI TEE MJ
E 2571437.66
N 603998.54
LINE "A"
STA 2+78.41
WITH RETAINER GLANDS
8" X 1" TAP PLUG
W/THRUST BLOCK
8" DI TEE MJ
E 2571430.03
N 604120.39
LINE "A"
STA 4+00.51
W/THRUST BLOCK
8" DI 45� BEND MJ
E 2571816.65
N 604138.86
LINE "A"
STA 8+40.08
W/THRUST BLOCK
8" DI 11.25� BEND MJ
E 2571783.25
N 604124.98
LINE "B"
STA 0+62.63
THREE 8" GATE VALVES
8" DI TEE MJ W/THRUST BLOCK
E 2571786.24
N 604152.42
LINE "A"
STA 8+03.98
LINE "B"
STA 0+00
W/THRUST BLOCK
8" DI 45� BEND MJ
E 2571801.32
N 604153.14
LINE "A"
STA 8+19.08
W/THRUST BLOCK
8" X 6" DI TEE MJ
E 2571871.54
N 604141.41
LINE "A"
STA 8+94.98
TO REMAIN)
(EX. FIRE HYDRANT
W/THRUST BLOCK
8" DI 45� BEND
WITH SOLID SLEEVE
EXISTING 8" WATER
CONNECT TO
E 257116484
N 603999.52
LINE "A"
STA 0+00
FOR PROFILE
SEE SHEETS U3-10,U3-11
8" DIP WATERLINE "A"
(TYP OF 6)
AND 3/4" METER ASSEMBLY
1" SERVICE LINES
SOLID SLEEVE
FIRE LINE WITH
CONNECT TO EX. 4"
W/THRUST BLOCK
8" DI 45� BEND MJ
E 2571756.29
N 604150.99
LINE "A"
STA 7+74.01
AND SOLID SLEEVE
8" DI 90°BEND MJ W/ THRUST BLOCK
CONNECT TO EXISTING 8" SERVICE
ABANDON EXISTING WATER LINE
SOLID SLEEVE
W/THRUST BLOCK AND
6" DI 45° BEND MJ
FIRE LINE
CONNECT TO EXISTING
W/ THRUST BLOCK
6" DI 45°BEND MJ
FIRE LINE W/ SOLID SLEEVE
CONNECT TO EXISTING 6"
ABANDON EXISTING WATER LINE
SEE SHEET U3-12 FOR PROFILE
8" DIP WATERLINE "B"
W/THRUST BLOCK
8" DI 45� BEND MJ
E 2571733.27
N 604171.92
LINE "A"
STA 7+42.89
W/THRUST BLOCK
8" DI 90� BEND MJ
E 2571665.13
N 604168.66
LINE "A"
STA 6+74.68
W/THRUST BLOCK
8" DI 90� BEND MJ
E 2571666.90
N 604131.71
LINE "A"
STA 6+37.68
LINES A & B
WATERLINE PLAN
6" GATE VALVE
TWO 8" GATE VALVES
W/THRUST BLOCK
8" X 6" DI TEE MJ
E 2571744.78
N 604161.46
LINE "A"
STA 7+58.45
TE
NN
ES
SE
E
D.
O.
T.
DE
SI
GN
DI
VI
SI
ON
FI
LE
NO.
TYPE YEAR PROJECT NO.SHEET
NO.
2/4/2016
COORDINATE VALUES ARE NAD/83(1995)
AND ARE DATUM ADJUSTED BY THE
FACTOR 1.0001 & TIED TO THE TGRN.
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U3-3.D
GN
2016CONST
BWSC PROJECT NO. 34826-00
BOARDUTILITIES
KNOXVILLE
HPP/STP-62(34)
S.R. 62 (WESTERN AVE.) KNOX CO.
PIN #101204.0047023-3261-14 (CONST.)
PHONE (865) 637-2810 FAX (865) 673-8554
520 West Summit Hill Drive, Suite 1202, Knoxville, Tennessee 37902
CONC.
18"
18" CONC.
18" CONC.18" CONC.
18" CONC.
CONC.
24"
CO
NC.
24"
18"
CO
NC.
CONC.
24"
18" CONC.
18"
CO
NC.
CO
NC.
18"
24"
CO
NC.
INV-904.64INV-904.56
RCB
10’X2.65’
EXIST
T - SOD T - SOD
N 87° 13’ 00" E
100 105
110P
C 111
+74.95
c c
E 2,570,736.4953
N 604,022.4790
PO
T 100
+00.00
D200
E 2571856.4004
N 604076.9229
10+00.00 MYNDERSE AVE.
111+21.23 S.R. 62=
D152
D153
D154
D155
D156
D170
D271D272
D178
D179
D275
E 2571461.015
N 604057.701
STA.107+25.38
BEG PROJ. HPP/STP-62(34) (ROW)
W.M. W.M.
W.M.
CUT SLOPE
FILL SLOPE
CUT SLOPE10’ CONST. ESM’T
PROP. ROW
FI
LL
SL
OP
E
CU
T
SL
OP
E
CP-S1
47-62-01
W.V.
W.V.W.V.
G.V.G.V.
G.V.G.V.
W.M.
PIV
S5854
FIBER OPTIC/COPPER
TOP-909.42
UNABLE TO OPEN
MH
MH
MH
MH
CB
MH
CB
MH
MH
BB
SIGN
DI
DI
DI
DI
DI
AAA COOPER TRANSPORTATION
1
2
3
4
98
99
101
124
AND UTILITY EASEMENT
5’ DRAINAGE
AN
D
UTI
LI
TY
EA
SE
ME
NT
5’
DR
AI
NA
GE
ALLEY
14’
PRES. ROW
PRES. ROW
PR
ES.
RO
W
PRES. ROW
LLC
ACQUISITION,
AVENUE
WESTERN
5
BOTTOM=904.44
TOP-913.14UNABLE TO OPEN
TOP-910.88
BOTTOM=898.83
TOP-909.43
PROP. ROW
PRES. &
18’
R.
O.
W.
CHERYL ARMSTROMG
SAM ARMSTRONG &
WINTERS
& RANDY
WINTERS
MITCH
ALSCO, INC.
100
CA
MB
RI
DG
E
DE
VE
LO
PM
EN
T
SI
GN
PR
ES.
RO
W
PARTNERSHIP
JHS LIMITED
PARTNERSHIP
JHS LIMITED
PARTNERSHIP
JHS LIMITED
TOP-909.76
BOTTOM=901.01
N
TE
NNESSEE
AVE
WESTERN AVE
SCHOFIELD ST.
10’ CONST.
ES
M’T
10’ CONST.
ES
M’T
EASEMENT
PROP. DRAIN.
ESM’T.
10’
CONST.
FOR R/R.
PROP. ESM’T.
PR
OP.
RO
W
SEDIMENT CONTROL PLANS.
SEE EROSION PREVENTION AND
FOR LIMITS OF STREAM BUFFER
NOTE:
PROP. ROW
RO
W
PR
OP.
ESM’T
8’ CONST.
STA. 112+00 TO STA. 123+00
SCALE: 1"= 50’
TOPSOILED AND SEEDED
AREA TO BE SCARIFIED,
N.T.S.
U3-4
MA
TC
H
LI
NE 123+00 S
EE S
HE
ET
NO.
U3-5
MATCH LINE STA. 72+68.40 SEE SHEET NO. U3-8
MA
TC
H
LI
NE 112
+00 S
EE S
HE
ET
NO.
U3-3
MA
TC
H
LI
NE 20
+30
SE
E
SH
EE
T
NO.
U3-5
8" DI TEE RJ AND THRUST BLOCK
TWO 8" GATE VALVES
16"X8" REDUCER
24"X16" DI TEE RJ AND THRUST BLOCK
8" JUMPER RJ
E 2572851.32
N 603972.43
LINE "E"
STA 0+50.18
E 2572845.74
N 603977.44
LINE "D"
STA 4+22.40
24" DI 45�BEND RJ
E 2572870.80
N 603730.56
LINE "G"
STA 2+15.37
24" DI 45�BEND RJ
E 2572951.15
N 603731.66
LINE "G"
STA 2+95.73
W/THRUST BLOCK
8" DI 45�BEND MJ
E 2572009.93
N 604148.09
LINE "A"
STA 10+33.54
W/THRUST BLOCK
8" DI 45�BEND MJ
E 2572037.65
N 604172.28
LINE "A"
STA 10+70.33
W/THRUST BLOCK
8" X 8" DI TEE
E 2572105.17
N 604169.78
LINE "A"
STA 11+37.90
W/THRUST BLOCK
8" X 8" DI TEE
E 2572080.39
N 604170.70
LINE "A"
STA 11+13.10
W/THRUST BLOCK
8" DI 22.5�BEND MJ
E 2572357.03
N 604160.45
LINE "A"
STA 13+89.93
W/THRUST BLOCK
8" DI 22.5�BEND MJ
E 2572472.30
N 604099.61
LINE "A"
STA 15+20.27
W/THRUST BLOCK
8" DI 11.25�BEND MJ
8" DI 45�BEND MJ
E 2572490.55
N 603901.91
LINE "A"
STA 17+57.89
W/THRUST BLOCK
8" DI 22.5�BEND MJ
8" DI 45�BEND MJ
E 2572546.48
N 604006.17
LINE "A"
STA 16+39.58
24" DI 45�BEND RJ
E 2572786.63
N 603812.46
LINE "G"
STA 0+97.94
24"
DI
24"
DI
24"
DI
24" DI TEE RJ
E 2572782.48
N 603909.67
LINE "G"
STA 0+00
LINE "D"
STA 3+28.10
24" DI 22.5�BEND RJ
E 2572785.05
N 603911.21
LINE "D"
STA 3+31.10
24" BUTTERFLY VALVE
24" BUTTERFLY VALVE
24" DI 22.5�BEND RJ
E 2572785.05
N 603905.38
LINE "G"
STA 0+05.00
24" DI 11.25�BEND RJ
E 2572787.21
N 603890.87
LINE "G"
STA 0+19.67
WITH SOLID SLEEVE
EXISTING 8" WATER
CONNECT TO
W/THRUST BLOCK
8" DI 45�BEND RJ
E 2572774.03
N 603978.12
LINE "U"
STA 0+00
WITH 24" DI RJ PIPE
165LF 48" TUNNEL
24" X 8" DI TEE RJ
E 2572568.38
N 603728.74
LINE "D"
STA 0+31.69
AND CONCRETE COLLAR
WATER WITH SOLID SLEEVE
CONNECT TO EXISTING 24"
E 2572575.30
N 603697.81
LINE "D"
STA 0+00
SEE SHEET U4-4
OR RETIRED
TO BE REMOVED24" DI 22.5°BEND RJ
E 2572568.79
N 603741.50
LINE "D"
STA 0+44.17
24" DI 45°BEND RJ
E 2572580.51
N 603788.44
LINE "D"
STA 0+92.55
8" GATE VALVE
8" DI 22.5°BEND RJ
W/THRUST BLOCK
8" DI TEE MJ
E 2572581.87
N 603733.82
LINE "A"
STA 19+49.25
G AND U
LINES A, D, E,
WATERLINE PLAN
SHEET U3-29
SEE DETAIL ON
THRUST COLLAR
6" GATE VALVE AND 6" SOLID SLEEVE
8"X6" TEE W/THRUST BLOCK
AND 8" SOLID SLEEVE
WATER WITH TWO 8" GATE VALVES
CONNECT TO EXISTING 8" AND 6"
E 2572587.00
N 603725.11
LINE "A"
STA 19+59.80
FIRE LINE W/ SOLID SLEEVE
CONNECT TO EXISTING
ABANDON EXISTING WATER LINE
(TYP OF 2)
AND 3/4" METER ASSEMBLY
1" WATER SERVICE
FOR PROFILE
SEE SHEETS U3-10, U3-11
8" DIP WATERLINE "A"
SEE SHEET U3-15 FOR PROFILE
8" DIP WATERLINE "E"
FOR PROFILE
SEE SHEETS U3-17 TO U3-19
24" DIP WATERLINE "G"
1" WATER SERVICE
WATER LINE
ABANDON EXISTINGWATER LINE
ABANDON EXISTING
SHEET U3-29
SEE DETAIL ON
THRUST COLLAR
FOR PROFILE
SEE SHEETS U3-13, U3-14
24" DIP WATERLINE "D"
FOR PROFILE
SEE SHEET U3-27
8" DIP WATERLINE "U"
TWO 8" GATE VALVES
8" DI TEE RJ AND THRUST BLOCK
E 2572817.42
N 603935.43
LINE "U" EOL
STA 0+60.87
LINE "E"
STA 0+00
ASSEMBLY
FIRE HYDRANT
E 2572869.10
N 603991.82
LINE "E"
STA 0+76.49
TE
NN
ES
SE
E
D.
O.
T.
DE
SI
GN
DI
VI
SI
ON
FI
LE
NO.
TYPE YEAR PROJECT NO.SHEET
NO.
2/4/2016
COORDINATE VALUES ARE NAD/83(1995)
AND ARE DATUM ADJUSTED BY THE
FACTOR 1.0001 & TIED TO THE TGRN.
F:\
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U3-4.D
GN
2016CONST
BWSC PROJECT NO. 34826-00
BOARDUTILITIES
KNOXVILLE
HPP/STP-62(34)
S.R. 62 (WESTERN AVE.) KNOX CO.
PIN #101204.0047023-3261-14 (CONST.)
PHONE (865) 637-2810 FAX (865) 673-8554
520 West Summit Hill Drive, Suite 1202, Knoxville, Tennessee 37902
18" CONC.
CO
NC.
18"
CO
NC.
18"
CO
NC.
18"
935.09
INV. EL.
933.85
INV. EL. CO
NC.
18"
18" CONC.
18"CONC. 24"
CO
NC.
CO
NC.
36"
893.41
INV. EL.
TYPE 13
TYPE 38
STA. 116+59.00
BEG. BRIDGE
STA. 122+65.00
END BRIDGE
W.M.
115
120
c
A
c
S42° 20’05"E
CDR1
61
CDR1
62
FILL
SLOPE
FILL
SLOPE
PROP. ROW
PROP. ROW
FI
LL S
LOP
E
PROP. ROW
PROP. ROW
PROP. ROW
SL
OPE
FILL
CP-S3
47-6
2-03
S7
S13
CP-
S3833
CP-S4
151
CP-S4
674
CP-S4
768
W.V.
W.V.
G.V.
W.V.
W.V.
W.V.
G.V.
G.V.
G.V.
G.V.
G.V.G.V.
G.V.G.V.
W.V.
G.V.
G.V.
G.V.G.V.
CP-S5
836
CP-S1
4500
CP-S14501
W.M.
RA
CH
EF
F
PA
RK
GA
RD
EN
S
TOP-897.54
TO
P-916.76
TOP-910.92
TOP-901.57
BO
TT
OM
=905.90
BOTTOM=902.92
BOTT
OM=886.74
WA
TE
R
FA
UC
ET
174.
01POSTXING-
MILE
RR
POST 174.01
MILE
RR XING
MH
MH
CB
CB
MH
MH
CB
MH
CB
CB
CB
CB
BB
5
6
8
97
10
11
13
12
35
102
103
107
106
104
105
36
EI
P
EIP
AND UTI
LITY
EASEMENT
5’ DRAI
NAGE
5’
DR
AI
NA
GE
AN
D
UTI
LI
TY
EAS
EM
EN
T
5’ DRAI
NAGE
AND UTI
LITY
EASEMENT
5’ DRAI
NAGE
AND UTI
LITY
EASEMENT
5’
DR
AI
NA
GE
AN
D
UTI
LI
TY
EAS
EM
EN
T
5’
DR
AI
NA
GE
AN
D
UTI
LI
TY
EA
SE
ME
NT
PRES. ROW
PRES. ROW
PRES.
RO
W
PRES. ROW
101
LLCACQUI
SITI
ON,
AVENUEWESTERN
123
BOTTOM=902.18TOP=911.08
BOTTOM=907.5
4
TOP-91
5.74
PR
ES.
&
PR
OP.
RO
W
INC.,
OF TENNESSEE
WASTE MANAGEMENT
W.M.
137
138
139
140
CA
MB
RI
DG
E
DE
VE
LOP
ME
NT
AM
ERI
ST
EE
L
US, I
NC.
GE
RD
AU
15
WHITE
MIKE L.
WILMA R. NEWCOMB
& WIFE,
CARL T. NEWCOMB
US, INC.
AMERISTEEL
GERDAU
W.V.
PR
OP.
RO
W
PR
ES.
&
PR
ES.
&
PR
OP.
RO
W
PROP. RO
W
PRES.
&
POLE
TRANS.
STEEL
POLE
TRANS.
STEEL
TOP-898.31
BOTTO
M-890.01
TRUSTEE
KIERNAN,
HELEN S.
BILLB
OAR
DS
RAILROAD
CSX
RAI
LR
OA
DK
XH
R
RAI
LR
OA
D
CS
X
172
172
AL
LE
Y
W.V.
G.V.
W.V.
G.V.
TOP-897.54
BOTT
OM=886.74
POST 174.01
MILE
RR XING
CB
P
W.V.
TOP-898.31
N
MA
TC
H
LI
NE 20
+30
RICHMOND
AVE
C
C CC
C
C
C
B B
CC C C
C
C C
C C
C
C
C
C
C
C
A
AA
A
B
SEDIMENT CONTROL PLANS.
SEE EROSION PREVENTION AND
FOR LIMITS OF STREAM BUFFER
NOTE:
POLE
SIGNAL
PROP.
POLE
SIGNAL
PROP.
STA. 123+00 TO STA. 135+00
SCALE: 1"= 50’
TO ANOTHER UTILITY.
PLACED CLOSER THAN 3.0 FEET
FIRE HYDRANTS SHALL NOT BE
NOTE:
N.T.S.
U3-5
MA
TC
H
LI
NE 123
+00
SE
E
SH
EE
T
NO.
U3-4
MA
TC
H
LI
NE 135
+00
SE
E
SH
EE
T
NO.
U3-6
MATCH LINE 203+00 SEE SHEET NO. U3-8
MA
TC
H
LI
NE 83
+40
SE
E
SH
EE
T
NO.
U3-9
ASSEMBLY
FIRE HYDRANT
CONNECTION TO
E 2573115.22
N 603667.76
LINE "F"
STA 0+71.08
ASSMEBLY
FIRE HYDRANT
CONNCTION TO
E 2573285.69
N 603362.44
LINE "H"
STA 0+15.64
CASING
BEGIN 42" STEEL
E 2573292.16
N 603286.71
LINE "G"
STA 8+89.48
CASING
END 42" STEEL
E 2573203.65
N 603198.45
LINE "G"
STA 10+14.48
TWO 24" BUTTERFLY VALVES
24" DI TEE RJ AND THRUST BLOCK
E 2573260.87
N 603169.83
TEMPORARY CONNECTION TO EXISTING WATER
THREE 24" BUTTERFLY VALVES
24" DI TEE RJ AND THRUST BLOCK
TEMPORARY CONNECTION
E 2573212.06
N 603132.65
LINE "G"
STA 10+91.05
TEMPORARY 24" W
8" DI 45�BEND
E 2573305.03
N 603254.35
LINE "V"
STA 0+41.11
24" DI 45�BEND
E 2573301.60
N 603324.36
LINE "G"
STA 8+47.93
ASSEMBLY
FIRE HYDRANT
E 2573425.85
N 603117.42
LINE "V"
STA 2+51.66
ASSEMBLY
FIRE HYDRANT
E 2573662.32
N 602808.89
LINE "V"
STA 6+02.53
ASSEMBLY
FIRE HYDRANT
E 2573328.62
N 602661.07
LINE "P"
STA 0+07.21
8" DI 45°BEND
E 2573335.75
N 602659.96
LINE "P"
STA 0+14.42
8" GATE VALVE
8" DI 45°BEND
WITH SOLID SLEEVE
EXISTING 8" WATER
CONNECT TO
E 2573321.66
N 602662.30
LINE "P"
STA 0+00
24"X16" DI 45°BEND RJ
E 2573075.05
N 603607.41
LINE "G"
STA 4+71.20
24" DI 45� BEND RJ
E 2573074.97
N 603551.65
LINE "G"
STA 5+26.96
8" GATE VALVE
TWO 24" BUTTERFLY VALVES
W/THRUST BLOCK
24"X8" DI TEE
E 2573275.12
N 603350.91
LINE "H"
STA 0+00
LINE "G"
STA 8+10.43
24" DI 45� BEND RJ
E 2573194.11
N 603188.94
LINE "G"
STA 10+27.95
24" DI 45� BEND RJ
E 2573192.07
N 603158.91
LINE "G"
STA 10+58.05
24" DI
8" DI
24" DI 45�BEND RJ
E 2573301.56
N 603296.08
LINE "G"
STA 8+76.21
W/THRUST BLOCK
24"X8" DI TEE RJ
E 2573298.02
N 603292.55
LINE "V"
STA 0+00
LINE "G"
STA 8+81.21 W/THRUST BLOCK
8" DI 45�BEND MJ
E 2573305.08
N 603285.46
LINE "V"
STA 0+10.00
8" GATE VALVE
VALVE
24" BUTTERFLY
W/ 24" DI RJ PIPE
(INSTALL VIA OPEN TRENCH)
125LF 42" STEEL CASING
RADIUS 1181’
PT 5+34.33
PC 3+29.71
24" DI 45�BEND RJ
E 2573595.86
N 602762.35
LINE "G"
STA 16+61.56
24" DI 45� BEND RJ
E 2573365.10
N 602981.22
LINE "G"
STA 13+12.37
8"
DI
8" DI8" DI W/THRUST BLOCK
8" DI 11.25°BEND MJ
E 2573703.05
N 602760.24
LINE "J"
STA 0+08.32
8" GATE VALVE
VALVE
8" GATE
VALVE
8" GATE
24" DI 11.25� BEND RJ
E 2573310.15
N 603003.88
LINE "G"
STA 12+52.92
24" DI 45�BEND RJ
E 2573462.87
N 602792.06
LINE "G"
STA 15+25.30
I, J & P
LINES F, G, H,
WATERLINE PLAN
SEE SHEET U3-25 FOR PROFILE
8" DIP WATERLINE "P"
W/THRUST BLOCK
8" DI TEE MJ
E 2573696.00
N 602755.82
LINE "J"
STA 0+00
LINE "V"
STA 6+76.13
U3-19 FOR PROFILE
SEE SHEET U3-17 TO
24" DIP WATERLINE "G"
8" GATE VALVE
W/THRUST BLOCK
8" DI 45�BEND MJ
E 2574006.43
N 603093.26
LINE "J"
STA 4+59.10
WATER LINE
ABANDON EXISTING
SEE SHEET U3-21 FOR PROFILE
8" DIP WATERLINE "J"
THREE 8" GATE VALVES
THRUST BLOCK
8" TEE RJ AND
E 2573479.77
N 603056.30
LINE "I"
STA 0+00
LINE "V"
STA 3+05.31
8" X 6" REDUCER
6" DI 45�BEND
WITH SOLID SLEEVE
EXISTING 6" WATER
CONNECT TO
E 2573777.93
N 603393.73
LINE "I"
STA 4+54.08
8" GATE VALVE
W/THRUST BLOCK
8" DI 45�BEND MJ
E 2573778.48
N 603380.48
LINE "I"
STA 4+40.83
SEE SHEET U3-20 FOR PROFILE
8" DIP WATERLINE "I"
(TYP OF 31)
3/4" METER ASSEMBLY
1" WATER SERVICE AND
SEE SHEET U3-28 FOR PROFILE
8" DIP WATERLINE "V"
WATER LINE
ABANDON EXISTING
THRUST COLLAR
THRUST COLLAR
8" GATE VALVE
W/THRUST BLOCK
8" DI 45�BEND MJ
E 2573522.00
N 603620.43
LINE "H"
STA 3+65.50
8" X 6" REDUCER
6" DI 45�BEND
WITH SOLID SLEEVE
EXISTING 6" WATER
CONNECT TO
E 2573521.12
N 603640.58
LINE "H"
STA 3+85.68
WATER LINE
ABANDON EXISTING SEE SHEET U3-20 FOR PROFILE
8" DIP WATERLINE "H"
WATER LINE
ABANDON EXISTING
8" GATE VALVE
TWO 24" BUTTERFLY VALVES
W/THRUST BLOCK
24" X 8" DI TEE RJ
E 2573066.13
N 603616.42
LINE "G"
STA 4+58.47
LINE "F"
STA 0+00.00
SEE SHEET U3-16 FOR PROFILE
8" DIP WATERLINE "F"
VALVE AT HIGH POINT
INSTALL AIR RELEASE
LINE "G"
STA 5+51.36
VALVE AT HIGH POINT
INSTALL AIR RELEASE
LINE "G"
STA 17+06.30
8" X 6" REDUCER
6" DI 45�BEND
WITH SOLID SLEEVE
EXISTING 6" WATER
CONNECT TO
E 2574006.16
N 603107.76
LINE "J"
STA 4+73.60
TE
NN
ES
SE
E
D.
O.
T.
DE
SI
GN
DI
VI
SI
ON
FI
LE
NO.
TYPE YEAR PROJECT NO.SHEET
NO.
2/4/2016
COORDINATE VALUES ARE NAD/83(1995)
AND ARE DATUM ADJUSTED BY THE
FACTOR 1.0001 & TIED TO THE TGRN.
F:\
34\34826\3482600\
CA
D\
EN
VR\
Co
nstructio
n
Dra
win
gs\
Plot\3482600_
U3-5.D
GN
2016CONST
BWSC PROJECT NO. 34826-00
BOARDUTILITIES
KNOXVILLE
HPP/STP-62(34)
S.R. 62 (WESTERN AVE.) KNOX CO.
PIN #101204.0047023-3261-14 (CONST.)
PHONE (865) 637-2810 FAX (865) 673-8554
520 West Summit Hill Drive, Suite 1202, Knoxville, Tennessee 37902
CONC.
24"
18" CONC.
CONC.
18"
18" CONC.
CONC.
18"
CO
NC.
18"
18" CONC.
RIP-RAP
PROP.
CONC.
18"
CONC.1
8"
18" CONC.
CONC.24
"
18"
CO
NC.
CONC.
18"
CO
NC.
18"
CO
NC.
18"
CONC.
18"
18" CONC.
18"
CONC.
18"
CO
NC.
18"
CO
NC.
18"
CO
NC.
18"
CO
NC.
18" CONC.18" C
ONC.
18" CONC.
CO
NC.
18"
CONC.
18"
CONC.
18"18" CONC.
CO
NC.
18"
CO
NC.
18"
18"
CO
NC.
919.88
INV. EL.
909.13
INV. EL.
922.76
INV. EL.
908.90
INV. EL.
18" CONC.
RIP-RAP
PROP.
PIPE
30"
TY
PE 13
TYPE 38
S 42° 20’ 05" E
130
N 42° 25’ 55"
E
S 32° 24’ 24" E
135
c
A
cc
N43°39’03"
E
c
N 43° 01’ 34"
E
35
N 42° 44’ 00"
E
80
cc
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
FILLSLOPE
FILL SLOPE
CUT SLOPE
CUT SLOPE
FILL
SLOPE
FILL SLOPE
FILL SLOPE
10’CONST ESM’T
10’ CONST. ESM’T
PROP. ROW
PROP. ROW
PROP. ROW PROP. ROW
FI
LL
SL
OP
E
10’CONST. ESM’T
PROP. ROW
SL
OP
E
FI
LL
S16
S18
S19
CP-
S4007
S4255
CP-S4850
CP-
S4872
CP-
S4928
G.V.
W.V.W.V.W.V.
W.V.W.V.
W.V.
W.V.
W.V.
G.V.G.V.G.V.
W.M.
W.M.
W.M.
W.M.
W.M.W.M.
W.M.
W.V.
G.V.
W.M.
W.V.
W.V.
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
G.V.C
P-
S5490
W.V.
G.V.
G.V.
W.M.
W.M.
W.V.
W.M.
CP-S25341
TO
P-952.52
TOP-912.84
TOP-922.51
TO
P-924.01
BO
TT
OM
=944.82
BO
TT
OM
=915.21
BOTTOM=903.59
S8
LISA A. DOCKERY
GENE THOMASW.E. DAVIS
BILLY FRANK STEPHENS
55
56
5758
59
60
61
62
63
64
66
67
68
69
70
71
72
78
79
80
81
82
83
84
85
86
108
110
112
113
111
114
36 73
75
EI
P EI
P
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EI
P
EI
P
EI
P
EI
P
EI
P
EI
P
EI
P
EI
PEI
P
EI
P
EI
P EI
P
EI
P
EI
P
EI
P
PR
ES.
RO
W
PRES. ROW
PR
ES.
RO
W
PRES. RO
W
PR
ES.
RO
W
PRES. RO
W
PR
ES.
RO
W
PR
ES.
RO
W
PR
ES.
RO
W
PR
ES.
RO
W
PR
ES.
RO
W
BOTTOM=937.81TOP-945.
39
PRES. ROW & PROP. ROW
BOTTOM=911.69TOP-920.74 B
OT
TO
M=912.73
TO
P-921.53
BOTTOM=910.26TOP-920.11
BO
TT
OM
=913.03
TO
P-923.48
PROP. RWY ROW
SAAHWIFE, DALAL H.JOHN J.
SAAH &
CP-S9000
W.M.
W.M.
CP-S9051
EIP
W.M.
W.M.
W.M.
W.V.
W.M.
W.M.
W.M.
W.M.
G.M.
CHARLES R. JORDAN
G.E. KING
KINGG. E.
139
JAMES R.JOHNSONR.C.
JOHNSON %
SHERRY K.TURNERJAMES M.TURNER &
POLETRANS.STEEL
POLETRANS.STEEL
POLETRANS.STEEL
POLETRANS.STEEL
PR
OP.
RO
WP
RE
S.
AN
D
76
COUNTYKNOX
BOTTOM=897.36
TOP-906.81
BOTTOM=897.11TOP-906
.96
BOTTOM=891.47
TOP-901.02
COOPERWIFE, JUDY A.JERRY F.C
OOPER &
HA
RM
ON, III
AL
ON
ZO
BY
RO
N
FL
OY
D.
TR
US
T
WA
ND
A
A.
DA
VI
S
RO
BE
RT
C.
DA
VI
S
RO
BE
RT
C.
8063
8069
8077
77
W.V.
AS
P.
GRAVEL
GRAVEL
GRAVEL
ASP.
GRAVEL
CB
CB
CB
58S
AL
LE
Y
AL
LE
Y
AL
LE
Y
AL
LE
Y
M.H. 32
W.V.
CB
M.H. 32
STA. 135+00 TO STA. 147+00
SCALE: 1"= 50’
U3-6
SEDIMENT CONTROL PLANS.
SEE EROSION PREVENTION AND
FOR LIMITS OF STREAM BUFFER
NOTE:
TOPSOILED AND SEEDED
AREA TO BE SCARIFIED,
N
MA
TC
H
LI
NE 135
+00
SE
E
SH
EE
T
NO.
U3-5
MATCH LINE 317+75.00 SEE SHEET NO. U3-9
FIRE HYDRANT ASSEMBLY
E 2573898.14
N 602563.44
LINE "L"
STA 1+94.70
FIRE HYDRANT ASSEMBLY
E 2574235.06
N 602390.23
LINE "M"
STA 5+24.55
THREE 8" GATE VALVES
W/THRUST BLOCK
8" DI TEE MJ
E 2574158.37
N 602091.47
LINE "N"
STA 0+00
LINE "M"
STA 1+21.12
W/THRUST BLOCK
8" DI 22.5°BEND MJ
E 2574188.32
N 602162.39
LINE "M"
STA 1+98.11
24" DI 45�BEND RJ
E 2573863.63
N 602303.25
LINE "G"
STA 22+19.49
24" DI 45�BEND RJ
E 2573828.63
N 602303.86
LINE "G"
STA 21+78.66
24" DI 11.25�BEND RJ
E 2573767.69
N 602391.17
LINE "G"
STA 20+72.19
24" DI 11.25�BEND RJ
E 2573663.94
N 602655.06
LINE "G"
STA 17+88.63
6" GATE VALVE
W/THRUST BLOCK
12"X 6" DI TEE MJ
E 2574680.59
N 601895.32
LINE "O"
STA 3+38.60
12" GATE VALVE
W/THRUST BLOCK
12" DI 45°BEND MJ
E 2574734.61
N 601874.89
LINE "O"
STA 3+96.36
ONE 12"X8" REDUCER
ONE 12" GATE VALVE
TWO 8" GATE VALVE
W/THRUST BLOCK
8" DI TEE MJ
E 2574363.89
N 602015.10
LINE "O"
STA 0+00
LINE "N"
STA 2+19.25
8" GATE VALVE
W/THRUST BLOCK
8" DI 45°BEND MJ
E 2574792.11
N 602445.68
LINE "N"
STA 8+32.71
W/THRUST BLOCK
8" DI 22.5°BEND MJ
E 2574384.42
N 602070.28
LINE "N"
STA 2+78.13
W/THRUST BLOCK
8" DI 90°BEND MJ
E 2574119.28
N 602287.61
LINE "M"
STA 3+69.84
FIRE HYDRANT ASSEMBLY
8"X6" REDUCER
ONE 8" GATE VALVE
ONE 6" GATE VALVE
W/THRUST BLOCK
8"X6" DI TEE MJ
EXISTING 6" LINE
CONNECT TO
E 2574517.27
N 602668.97
LINE "M"
STA 9+41.75
8"X6" REDUCER
W/THRUST BLOCK
8" DI 45°BEND MJ
WITH SOLID SLEEVE
EXISTING 6" LINE
CONNECT TO
E 2574398.50
N 602993.60
LINE "L"
STA 8+58.41
8" GATE VALVE
W/THRUST BLOCK
8" DI 45°BEND MJ
E 2574377.08
N 602987.55
LINE "L"
STA 8+36.15
TWO 24" BUTTERFLY VALVES
24"X 8" TEE RJ
E 2573745.36
N 602447.96
LINE "L"
STA 0+00
LINE "G"
STA 20+11.16
8" GATE VALVE
8" DI 22.50�BEND RJ
E 2573754.92
N 602451.72
LINE "L"
STA 0+10.26
THREE 8" GATE VALVES
W/THRUST BLOCK
8" DI TEE MJ
E 2573837.60
N 602530.14
LINE "L"
STA 1+24.52
LINE "V"
STA 9+41.58
W/THRUST BLOCK
8" DI 22.50°BEND MJ
E 2573851.88
N 602545.23
LINE "L"
STA 1+44.98
W/THRUST BLOCK
8" DI 22.50°BEND MJ
E 2573920.69
N 602572.28
LINE "L"
STA 2+18.91
W/THRUST BLOCK
8" DI 90°BEND MJ
E 2574531.23
N 602652.43
LINE "M"
STA 9+20.11
W/THRUST BLOCK
8" DI 90°BEND
E 2574212.56
N 602186.94
LINE "M"
STA 2+32.61
ASSEMBLY
FIRE HYDRANT
ONE 12"X6" REDUCER
E 2574585.43
N 601931.31
LINE "O"
STA 2+36.85
N, O & V
LINES G, L, M,
WATERLINE PLAN
TO REMAIN)
(EX FIRE HYDRANT
W/THRUST BLOCK
8" DI 45°BEND MJ
WITH SOLID SLEEVE
EXISTING 8" LINE
CONNECT TO
E 2574798.58
N 602446.80
LINE "N"
STA 8+39.28
ABANDON EXISTING WATER LINE
3" WATER SERVICE
W/ SOLID SLEEVE
CONNECT TO 6" FIRE LINE
W/ SOLID SLEEVE
CONNECT TO 6" FIRE LINE
SEE SHEET U3-24 FOR PROFILE
8" DIP WATERLINE "N"
SEE SHEET U3-25 FOR PROFILE
12" DIP WATERLINE "O"
W/ THRUST BLOCK
W/24" CAP
24" RJ DIP STUB
SEE SHEET U3-23 FOR PROFILE
8" DIP WATERLINE "M"
(TYP OF 41)
AND 3/4" ASSEMBLY
1" WATER SERVICE
WATER LINE
ABANDON EXISTING
WATER LINE
ABANDON EXISTING
U3-19 FOR PROFILE
SEE SHEET U3-17 TO
24" DIP WATERLINE "G"
SEE SHEET U3-28 FOR PROFILE
8" DIP WATERLINE "V"
BASIN
PROPOSED CATCH
DEFLECT AROUND
WATER LINE
ABANDON EXISTING
SEE SHEET U3-22 FOR PROFILE
8" DIP WATERLINE "L"
FIRE HYDRANT ASSEMBLY
E 2574290.55
N 602910.07
LINE "L"
STA 7+20.06
1" WATER SERVICE
W/THRUST BLOCK
12" DI 45°BEND MJ
12" X 10" REDUCER
WITH SOLID SLEEVE
EXISTING 10" LINE
CONNECT TO
E 2574804.01
N 601906.99
LINE "O"
STA 4+72.82
NECESSARY
RETAINING WALL AS
SLEEVE SERVICE THRU
NECESSARY
RETAINING WALL AS
SLEEVE SERVICE THRU
TE
NN
ES
SE
E
D.
O.
T.
DE
SI
GN
DI
VI
SI
ON
FI
LE
NO.
TYPE YEAR PROJECT NO.SHEET
NO.
2/4/2016
COORDINATE VALUES ARE NAD/83(1995)
AND ARE DATUM ADJUSTED BY THE
FACTOR 1.0001 & TIED TO THE TGRN.
F:\
34\34826\3482600\
CA
D\
EN
VR\
Co
nstructio
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Plot\3482600_
U3-6.D
GN
2016CONST
BWSC PROJECT NO. 34826-00
BOARDUTILITIES
KNOXVILLE
HPP/STP-62(34)
S.R. 62 (WESTERN AVE.) KNOX CO.
PIN #101204.0047023-3261-14 (CONST.)
PHONE (865) 637-2810 FAX (865) 673-8554
520 West Summit Hill Drive, Suite 1202, Knoxville, Tennessee 37902
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
S 32° 24’ 24" E
c
S 69
° 15’
20"
E
135
140
145
c
c
A
63+68.74 KEITH AVE.
138+00.60 SR 62=
E 2573835.788
N 602470.305
65
c
c
85
E 2574586.3952
N 601970.2214
147+29.56
END PROJ. HPP/STP-62-(34)(ROW)
E 2574562.1095
N 601979.4198
147+03.59
HPP/STP-62-(34)(CONST.)
END PROJ.
CUT SLOPE
SL
OP
E
CU
T
SL
OP
E
10’ CONST. ESM’T
PROP. R
OW
FILL SLOPE
CU
T
47-62-04
CP-S5
47-62-05
S20
CP-
S4051
S4317
W.M.
G.V.
W.V.
W.V.
W.V.
W.M.
W.M.
G.V.
W.V.
W.V.
W.V.
G.V.
CP-S5808
GA
S
PU
MP
S
GAS2X2 LID VALVES
IN
V=889.53
IN
V=893.83
TO
P-905.43
S.R. 6
2
MAJ
OR
AV
E
KEI
TH
AV
E
48’
27’
26’
8’
35’
MH
DI
DI
CB
MH
MH
CB
87
88
89
90
91
92
94
86
85
84
83
82
81
95
9697
132
EIP
EIP
EIP
EIP
EIP
EIP
EI
PEI
P
EIP
EIP
EIP
EIP
EIP
EIP
PR
ES.
RO
W
PR
ES.
RO
W
PR
ES.
RO
W
PRES.ROW
PRES. R/R ROW
PRES. ROW
CP4114
W.M.
W.M.W
.M.
W.M.
W.M.
CO
NC.
CO
NC.
POLE
TRANS.
STEEL
W.M.
W.M.
W.M.
G.V.
G.V.
G.V.
W.V.
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
W.V.
TO
P-921.48
IN
V-921.41
IN
V-921.33
IN
V-921.38
TO
P-907.50
IN
V-907.44
IN
V-907.34
AS
P.
P/
T/
C/
FO
C
P/
T
P/
T/
C/
FO
C/
P
P/
T/
C/
FO
C
GRAVEL
ASP.
GRAVEL
CONC
GRAVEL
ASP.
CONC ASP.
AS
P.
KEI
TH
AV
E
GRAVEL
AS
P.
GRAVEL
GRAVEL
ASP.
ASP.
ASP.
GIFFIN ST.
144
145
146
142
143
168
167
TOP-893.75INV-886.63INV-886.44INV-886.42
W.M.
W.M.
EIP
PRES. R
OW
CP-
S10712
INV.910.26
TOP-917.86
MI
SSI
SSI
PPI
AV
E
IN
V.882.9\
TO
P-890.52
133
134
136
141
G.V.
ASP.
ASP.
ASP.
ASP.
ASP.
GRAVEL
ASP.
ASP.
GRAVEL
GRAVEL ASP.
ASP.
ASP.
GRAVEL
GRAVEL
GRAVEL
GRAVEL
ASP.
W.V.
TOP-89
2.99
INV-88
7.42
INV-88
7.39
W.V.
W.V.
INV-88
4.33
INV-88
4.01
INV-88
4.01TOP-
894.
52
TOP-90
1.58
INV-89
4.53
TOP-89
6.47
INV-89
1.70
INV-88
0.46
INV-88
0.89
INV-88
0.45
TOP-89
0.56
TOP-89
0.13
G.V.G.
V.
W.V.
PR
ES.
RO
W
PR
ES.
RO
W
PR
ES.
RO
W
PR
ES.
RO
W
W.V.
W.V.
171
AL
LE
Y
AL
LE
Y
ALLEY
10’
PRES. R
OW
8097
8096
8090
TOPSOILED AND SEEDED
AREA TO BE SCARIFIED,
N
MY
ND
ER
SE
AV
E
PROP. ROW
PROP. ROW
10’CONST.ESM’T.
10’CONST.ESM’T.
TRACT NO.’S 127, 130 AND 131 FROM PLANS.
AND 131 INTO TRACT NO. 125 DELETED
TRACT NO. 125 - COMBINED 125, 127, 130
DELETED TRACT NO.128 FROM PLANS.
AND 128 INTO TRACT NO. 13
TRACT NO. 13 - COMBINED 13, 14, 16
SEDIMENT CONTROL PLANS.
SEE EROSION PREVENTION AND
FOR LIMITS OF STREAM BUFFER
NOTE:
SCALE: 1"= 50’
MYNDERSE AVE.
U3-7
MATCH LINE 13+00 SEE SHEET NO. U3-3
ASSEMBLY
FIRE HYDRANT
E 2571871.65
N 604736.15
LINE "B"
STA 6+39.23
W/THRUST BLOCK
8" DI 90°BEND MJ
E 2571819.62
N 604736.29
LINE "B"
STA 5+87.20
8" GATE VALVE
W/THRUST BLOCK
8" DI 45�BEND MJ
E 2572060.61
N 604735.62
LINE "B"
STA 8+28.19
8"X6" REDUCER
W/THRUST BLOCK
8" DI 45�BEND MJ
WITH SOLID SLEEVE
CONNECT TO EXISTING 6"
E 2572084.50
N 604756.99
LINE "B"
STA 8+60.24
LINES B & C
WATERLINE PLAN
WATER LINE
ABANDON EXISTING
6" FIRE LINE W/ SOLID SLEEVE
CONNECT TO EXISTING
THREE 8" GATE VALVES
W/THRUST BLOCK
8" DI TEE MJ
E 2571906.55
N 604736.05
LINE "C"
STA 0+00
LINE "B"
STA 6+74.13
8" X 4" REDUCER
W/THRUST BLOCK
8" DI 90�BEND MJ
WITH SOLID SLEEVE
CONNECT TO EXISTING 4"
E 2571900.48
N 604939.69
LINE "C"
STA 2+12.80
3" SERVICE LINE
CONNECT EXISTING
8" GATE VALVE
W/THRUST BLOCK
8" DI 90�BEND MJ
E 2571909.57
N 604939.73
LINE "C"
STA 2+03.70
SEE SHEET U3-12 FOR PROFILE
8" DIP WATERLINE "B"
FOR PROFILE
SEE SHEET U3-12
8" DIP WATERLINE "C"
(TYP OF 3)
AND 3/4" METER ASSEMBLY
1" WATER SERVICE
S4483
CP-S4768
S5850
S5851
S5852
S5853
W.M.W.M.
G.V.
W.V.W.V.
W.V.
W.V.
G.V.
G.V.
W.M.
CP-S7192
CP-S7193
W.V.
W.V.
W.V.W.M.W.V.
G.V.
W.V.W.M.
G.V.
TOP-916.29
RR XING
BOTTOM=913.85
BOTT
OM=909.59
BO
TT
OM=916.73
BO
TT
OM
=906.09
TOP=920.17
TO
P=914.79
/REGULATOR
GAS METER
TOP=925.25
CP-S7981
W.M.
MH
MH
4
13
122
123
124
126
125
KNOXVILLE HOUSING AUTHORITY
123
EIP
10’ WATER LINE EASEMENT 10’ SANITARY
SEWER EASEMENT
8’ SANITARY
SEWER EASEMENT
PR
ES.
RO
W
&
PR
OP.
RO
W
LO
UISI
AN
A SC
HOFIEL
D
DE
AD E
ND/ST
OP
GE
RD
AU
AM
ERI
ST
EE
L
US, I
NC.
US, INC.
GERDAU AMERISTEEL
US, INC.
GERDAU AMERISTEEL
PARTNERSHIP
JHS LIMITED
PARTNERSHIP
JHS LIMITED
WIFE MARY FAYE TOWE
DAVID L. TOWE &
c
c
c
c
15
PR
OP.
RO
W
FI
LL
SL
OP
E
CU
T
SL
OP
E
FI
LL
SL
OP
E
FI
LL
SL
OP
E
TE
NN
ES
SE
E
D.
O.
T.
DE
SI
GN
DI
VI
SI
ON
FI
LE
NO.
TYPE YEAR PROJECT NO.SHEET
NO.
2/4/2016
COORDINATE VALUES ARE NAD/83(1995)
AND ARE DATUM ADJUSTED BY THE
FACTOR 1.0001 & TIED TO THE TGRN.
F:\
34\34826\3482600\
CA
D\
EN
VR\
Co
nstructio
n
Dra
win
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Plot\3482600_
U3-7.D
GN
2016CONST
BWSC PROJECT NO. 34826-00
BOARDUTILITIES
KNOXVILLE
HPP/STP-62(34)
S.R. 62 (WESTERN AVE.) KNOX CO.
PIN #101204.0047023-3261-14 (CONST.)
PHONE (865) 637-2810 FAX (865) 673-8554
520 West Summit Hill Drive, Suite 1202, Knoxville, Tennessee 37902
MATCH LINEMATCH LINE
TOPSOILED AND SEEDED
AREA TO BE SCARIFIED,
TENNESSEE AVE.
STA. 72+68.40
MASSACHUSETTS AVE.
STA. 203+00
N
DELETED TRACT NO. 38 FROM PLANS.
TRACT NO. 38 COMBINED INTO TRACT NO. 37
SEDIMENT CONTROL PLANS.
SEE EROSION PREVENTION AND
FOR LIMITS OF STREAM BUFFER
NOTE:
SCALE: 1"= 50’
MASSACHUSETTS AVE.
U3-8
SEE SHEET NO. U3-4 SEE SHEET NO. U3-5
ASSEMBLY
FIRE HYDRANT
E 2573030.12
N 604167.52
LINE "E"
STA 3+14.81
ASSEMBLY
FIRE HYDRANT
E 2573336.61
N 604501.95
LINE "E"
STA 7+68.44
FIRE HYDRANT ASSEMBLY
E 2573470.60
N 604088.50
LINE "F"
STA 6+26.72
W/THRUST BLOCK
8" DI 22.5�BEND MJ
E 2573440.17
N 604055.29
LINE "F"
STA 5+81.68
W/THRUST BLOCK
8" DI 22.5�BEND MJ
E 2573403.70
N 603969.92
LINE "F"
STA 4+88.85
8"X6" REDUCER
8" GATE VALVE
W/THRUST BLOCK
TWO 8" DI 45°BENDS MJ
WITH SOLID SLEEVE
CONNECT TO EXISTING 6"
E 2573627.24
N 604268.66
LINE "F"
STA 8+67.53
LINES D, E, & F
WATERLINE PLAN
24" VALVE
EXISTING
CONNECT TO
LINE "D"
STA 12+52.12
FOR PROFILE
SEE SHEET U3-15
8" DIP WATERLINE "E"
(TYP OF 16)
AND 3/4" METER ASSEMBLY
1" WATER SERVICE
WATER LINES
ABANDON EXISTING
U3-14 FOR PROFILE
SEE SHEETS U3-13 AND
24" WATERLINE "D"
FOR PROFILE
SEE SHEET U3-16
8" DIP WATERLINE "F"
WATER LINE
ABANDON EXISTING
8" GATE VALVE
SOLID SLEEVE
W/ THRUST BLOCK AND
W/ 8" DI TEE MJ,
CONNECT TO EXISTING 8" DIP
LINE "E"
STA 8+86.72
S10
S11
S12
W.M.
W.M.
CP-S256
CP-
S257
W.M.
W.M.
G.V.
CP-
S604
CP-
S605
TO
P-973.35
W.M.
G.V.
G.V.
G.V.
CP-S1013
CP-S1014
W.M.
CP-
S1463
CP-
S1464
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
W.V.
W.V.
W.V.
W.V.
W.V.
G.V.
G.V.
W.M.
W.M.
W.M.
W.M.
CP-
S1994
CP-
S1995
W.M.
W.V.
W.M.
CP-
S2243
CP-
S2551
CP-
S2617
CP-
S2618
W.V.
CP-
S3089
W.V.
W.V.
CP-
S3187
CP-
S3532W.V.
W.V.
CP-
S3623
S4223
S4482
G.V.
G.V.
G.V.
W.V.
W.M.
W.M.W.M.
W.M.
W.M.
W.M.
W.M.
ST
OP
HA
WKI
NS/
MA
SS
AC
HU
SE
TT
S
GAS REGULATOR
TO
P-939.89
HA
WKI
NS/
TE
NN
GA
S
RE
GU
LA
TO
R
GA
S
RE
GU
LA
TO
RWA
TE
R
FA
UC
ET
BI
RD
SA
NT
CT
UA
RY
WA
TE
R
FA
UC
ET
TO
P-916.76
BO
TT
OM
=905.90
BO
TT
OM
=972.79
HA
WKI
NS ST.
WA
TE
R
FA
UC
ET
WA
TE
R
FA
UC
ET
WA
TE
R
FA
UC
ET
WA
TE
R
FA
UC
ET
WA
TE
R
FA
UC
ET
GA
RD
EN
S/
RE
S
PA
RK
IV
AN
RA
CH
EF
F
PA
RK
&
11’
16’
9’
8’
38’
S9
W.V.
W.V.
W.V.
W.V.
W.M.
W.M.
W.M.
W.M.
TOP-984.19
W.M.
W.M.
25’
15’
3E 2573686.693
N 603808.039
Z 990.207
BOYCE McCALL
17
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
36
37
39
40
41
42
43
44
45
46
47
48
CECIL KING
50
52
53
54
51
49
35
KING
CECIL
15
EI
P
EI
PEI
P
EIP
EIP
EI
P
EI
P
EIP
EI
P
EI
P
EI
P
EI
P
EI
P
12’
AL
LE
Y
PR
ES.
RO
W
PR
ES.
RO
W
PRES. R
OW
PRES. R
OW
PR
ES.
RO
W
PR
ES.
RO
W
PR
ES.
RO
W
PRES. ROW
10’ DRAIN. & UTIL. ESMT.
10’ DRAIN. & UTIL. ESMT.
BOTTOM=937.81
TOP-945.39
PR
ES.
RO
W
PR
ES.
RO
W
BOTTOM=919.32
TOP-924.82
BO
TT
OM
=931.43
TO
P-940.18
BOTTOM=961.02
TOP-971.02
BOTTOM=960.00
TOP-971.60
BOTTOM=958.97
TOP-966.22
GA
RD
EN
CL
UB
S, I
NC.
TE
NN
ES
SE
E
FE
DE
RA
TI
ON
OF
MARRIED
JAMES S. DAVIS,
135
13
KING
G. E.
JAMES R.JOHNSON
R.C. JOHNSON %
TE
NN
ES
SE
E
AV
E.
HAWKINS ST.
MA
SS
AC
HU
SE
TT
S
AV
E54A
AMERISTEEL
US, I
NC.
GER
DA
U
GE
RD
AU
AM
ERI
ST
EE
L
US, I
NC.
WRENZO THOMPSON
RUBY JOHNSON &
BOYCE McCALL
CECIL KING
DEBRA G. WATSON
ANDERSON &
RICHARD E.
WILMA R. NEWCOMB
& WIFE,
CARL T. NEWCOMB
POLE
TRANS.
STEEL
POLE
TRANS.
STEEL
POLE
TRANS.
STEEL
POLE
TRANS.
STEEL
54B
8039
AL
LE
Y
PRES.ROW
5
205
210
75
c
c
c
c
c
E 2573388.4301
N 604400.9455
209+65.92 MASSACHUSETTS AVE
79+02.93 TENNESSEE AVE.=
N 42° 26’ 44"
E
S 86° 02’ 01" E
c
c
c
35
TE
NN
ES
SE
E
D.
O.
T.
DE
SI
GN
DI
VI
SI
ON
FI
LE
NO.
TYPE YEAR PROJECT NO.SHEET
NO.
2/4/2016
COORDINATE VALUES ARE NAD/83(1995)
AND ARE DATUM ADJUSTED BY THE
FACTOR 1.0001 & TIED TO THE TGRN.
F:\
34\34826\3482600\
CA
D\
EN
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Co
nstructio
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win
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Plot\3482600_
U3-8.D
GN
2016CONST
BWSC PROJECT NO. 34826-00
BOARDUTILITIES
KNOXVILLE
HPP/STP-62(34)
S.R. 62 (WESTERN AVE.) KNOX CO.
PIN #101204.0047023-3261-14 (CONST.)
PHONE (865) 637-2810 FAX (865) 673-8554
520 West Summit Hill Drive, Suite 1202, Knoxville, Tennessee 37902
18"
CO
NC.
18"
CONC.
CONC.
18"
18"
CO
NC.
CONC.1
8"
CONC.
18"
18"
CO
NC.
18"
CO
NC.
18"
CO
NC.
CONC.
18"
18"
CO
NC.
24"
CO
NC.
24"
CO
NC.
24"
CO
NC.
935.09
INV. EL.
CONC.
18"
CONC.
18"
CO
NC.
18"
CONC.
18"
24"
CO
NC.
18"
CO
NC.
CU
T
SL
OP
E
CU
T
SL
OP
E
CUT SL
OPE
FI
LL
SL
OPE
CUT SL
OPE
CU
T S
LOP
E
ESMT
10’ CONST.
PROP. ROW
PROP. ROW
PROP. ROW
PROP. ROW
PR
OP.
RO
W
CU
T
SL
OP
E
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
W.M.
LI
MI
T
OF
CO
NS
T.
0+50.00
50’
BU
S.
EN
T.
ST
A.85
+74.82
N
WITH THE RAILROAD.
CONTAINED IN THE CROSSING AGREEMENT
UTILITIES ENGINEER BY PROVISIONS
CROSSING IS TO BE OBTAINED BY THE
EASEMENT REQUIRED FOR THE RAILROAD
STA. 135+00 TO STA. 147+00
SCALE: 1"= 50’
U3-9
TOPSOILED AND SEEDED
AREA TO BE SCARIFIED,
SEDIMENT CONTROL PLANS.
SEE EROSION PREVENTION AND
FOR LIMITS OF STREAM BUFFER
NOTE:
MATCH LINE 317+75.00 SEE SHEET NO. U3-6
MA
TC
H
LI
NE 84
+00
SE
E
SH
EE
T
NO.
U3-5
BAPTIST CHURCHFOR KEITH AVENUE EXISTING SERVICE SERVICE TO CONNECT NEW
BEGIN 42" CASING
E 2574033.30
N 602090.06
LINE "G"
STA 24+83.60
END 42" CASING
E 2574099.94
N 602006.34
LINE "G"
STA 25+90.60
FIRE HYDRANT ASSEMBLY
E 2573838.94
N 601784.99
LINE "R"
STA 8+62.01
FIRE HYDRANT ASSEMBLY
E 2573544.55
N 602169.06
LINE "Q"
STA 1+81.95
FIRE HYDRANT ASSEMBLY
E 2573261.88
N 601970.63
LINE "R"
STA 1+59.34
8" DI 11.25°BEND
8" DI 22.5°BEND
E 2573456.80
N 602100.93
LINE "Q"
STA 0+70.86
W/THRUST BLOCK
8" DI 45°BEND MJ
WITH SOLID SLEEVE
EXISTING 8" WATER
CONNECT TO
E 2574047.02
N 601437.61
LINE "R"
STA 12+73.95
8" GATE VALVE
W/THRUST BLOCK
8" DI 45°BEND MJ
E 2574050.50
N 601462.09
LINE "R"
STA 12+49.22
W/THRUST BLOCK
8" DI 45°BEND MJ
E 2573743.37
N 601952.57
LINE "R"
STA 6+69.09
W/THRUST BLOCK
8"X6" REDUCER
8" GATE VALVE
TWO 8" DI 45°BENDS MJ
WITH SOLID SLEEVE
EXISTING 6" WATER
CONNECT TO
E 2573131.03
N 601887.50
LINE "R"
STA 0+00
W/THRUST BLOCK
8" GATE VALVE
TWO 45°BENDS MJ
8" WATER WITH SOLID SLEEVE
CONNECT TO EXISTING
E 2573271.69
N 601892.23
LINE "T"
STA 0+77.93
TWO 8" GATE VALVES
W/THRUST BLOCK
8" DI TEE MJ
E 2573230.35
N 601956.06
LINE "R"
STA 1+22.36
LINE "T"
STA 0+00
W/THRUST BLOCK
8" DI TEE MJ
E 2573218.19
N 601946.89
LINE "R"
STA 1+07.13
LINE "S"
STA 1+39.03
8" DI
8" DI
8"
DI
W/THRUST BLOCK
8"X6" REDUCER
8" GATE VALVE
TWO 8" 45°BENDS MJ
6" WATER WITH SOLID SLEEVE
CONNECT TO EXISTING
E 2573127.59
N 602049.77
LINE "S"
STA 0+00
W/THRUST BLOCK
8" DI 45°BEND MJ
E 2573243.61
N 601966.05
LINE "R"
STA 1+38.96
W/THRUST BLOCK
8" DI 45°BEND MJ
E 2573254.54
N 601964.79
LINE "R"
STA 1+49.96
W/THRUST BLOCK
8" DI 11.25°BEND MJ
8" DI 22.5°BEND MJ
E 2573322.67
N 602018.92
LINE "R"
STA 2+36.97
8" DI
8"
DI
8"
DI
W/THRUST BLOCK
8" DI 22.5°BEND MJ
E 2573434.00
N 602033.65
LINE "R"
STA 3+49.27
W/THRUST BLOCK
8" DI 45°BEND MJ
E 2573602.30
N 602213.90
LINE "Q"
STA 2+55.07
WITH SOLID SLEEVE
EXISTING 8" WATER
CONNECT TO
E 2573483.86
N 602454.68
LINE "P"
STA 2+70.27
W/THRUST BLOCK
8" DI 22.50°BEND MJ
E 2573477316
N 602484.14
LINE "P"
STA 2+40.06
W/THRUST BLOCK
8" DI 90�BEND MJ
E 2574116.29
N 601996.14
LINE "M"
STA 0+16.92
8"
DI
42" STL CASING
8" GATE VALVE
TWO 24" BUTTERFLY VALVES
16"X8" REDUCER
W/THRUST BLOCK
24"X16" DI TEE RJ
E 2574099.72
N 601999.55
LINE "M"
STA 0+00
LINE "G"
STA 25+47.81
24" DI 45°BEND RJ
WITH SOLID SLEEVE
CONNECT TO EXISTING 24" WATER
E 2574096.50
N 601931.59
LINE "G"
STA 26.67.05
W/ 24" DI RJ PIPE
(INSTALL BY OPEN TRENCH)
107 LF 42" STEEL CASING
THREE 8" GATE VALVES
W/THRUST BLOCK
8" DI TEE MJ
E 2573438.84
N 602032.38
LINE "R"
STA 3+54.27
LINE "Q"
STA 0+00
W/THRUST BLOCK
8" DI 45°BEND MJ
WITH SOLID SLEEVE
EXISTING 8" WATER
CONNECT TO
E 2573609.16
N 602268.47
LINE "Q"
STA 3+10.07
Q, R, S, & T
LINES G, M, P,
WATERLINE PLAN
AND THRUST BLOCK
24" DI 45°BEND RJ
E 2574100.82
N 602005.22
LINE "G"
STA 25+92.03
SHEET U3-29
SEE DETAIL ON
THRUST COLLAR
WATER LINE
ABANDON EXISTING (TYP OF 15)
AND 3/4" METER ASSEMBLY
1" WATER SERVICE
VALVE AT HIGH POINT
INSTALL AIR RELEASE
LINE "R"
STA 7+85.00
FOR PROFILE
SEE SHEET U3-26
8" DIP WATERLINE "R"
FOR PROFILE
SEE SHEET U3-27
8" DIP WATERLINE "T"
FOR PROFILE
SEE SHEET U3-27
8" DIP WATERLINE "S"
FOR PROFILE
SEE SHEET U3-25
8" DIP WATERLINE "Q"
WATER LINE
ABANDON EXISTING
FOR PROFILE
SEE SHEET U3-25
8" DIP WATERLINE "P"
FOR PROFILE
SEE SHEET U3-23
8" DIP WATERLINE "M"
SHEET U3-29
SEE DETAIL ON
THRUST COLLAR
FOR PROFILE
SEE SHEET U3-19
8" DIP WATERLINE "G"
24" BUTTERFLY VALVE
24" 11.25°BEND
24" 45°BEND,
24" TEE W/ THRUST BLOCK,
E 2574033.30
N 602090.06
LINE "G"
STA 24+83.60
WATER LINE
ABANDON EXISTING
TE
NN
ES
SE
E
D.
O.
T.
DE
SI
GN
DI
VI
SI
ON
FI
LE
NO.
TYPE YEAR PROJECT NO.SHEET
NO.
2/4/2016
COORDINATE VALUES ARE NAD/83(1995)
AND ARE DATUM ADJUSTED BY THE
FACTOR 1.0001 & TIED TO THE TGRN.
F:\
34\34826\3482600\
CA
D\
EN
VR\
Co
nstructio
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Dra
win
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Plot\3482600_
U3-9.D
GN
2016CONST
BWSC PROJECT NO. 34826-00
BOARDUTILITIES
KNOXVILLE
HPP/STP-62(34)
S.R. 62 (WESTERN AVE.) KNOX CO.
PIN #101204.0047023-3261-14 (CONST.)
PHONE (865) 637-2810 FAX (865) 673-8554
520 West Summit Hill Drive, Suite 1202, Knoxville, Tennessee 37902
PROCTOR ST
305
310
c
c
c
c
85
c
c
c
c
c
c
c
c
95
c
c
c
c
0
c
CO
NC.
36"
TO
P-949.32
TOP-944.74
TO
P-947.75
TO
P-946.53
IN
V-940.11
IN
V-941.82
IN
V-940.28
TOP-940.25TOP-945.35 INV-942.91
DI
DI
CB
CB
CB
TO
P-893.69
IN
V-886.79
IN
V-888.25
TO
P-904.83
IN
V-898.04
TO
P-904.48
IN
V-896.22
IN
V-896.19
IN
V-896.15
TO
P-903.22
IN
V-895.64
IN
V-895.31
TO
P-901.78
IN
V-895.02
IN
V-895.14
TO
P-899.70
IN
V-892.90
IN
V-894.60
TO
P-911.70
IN
V-907.27
IN
V-907.64
TO
P-906.07
W.M.
W.M.W.M.
FILL SLOPE
G.V.
W.V.
BOTTOM-882.74
BOTTOM-88
2.81
12"
RC
P
TO
P-885.49
TOP-88
8.82
TOP-883.08
LA
RK
WO
OD
LN
36’
P
P
P
P
P
P
P
P
P
P
P
P
P
TANK
DEBRIS
STORAGE
P
P
P
PP
P
P
P
P
ABANDONED BRIDGE
THIRD CREEK
PRES. R/R ROW
W.M.
W.M.
W.M.
W.V.
TO
P-880.86
TO
P-881.22
W.V.
W.V.
TOP-882.87
IN
V.881.50
THIRD CREEK
(S-2)
EAST FORK THIRD CREEK
EAST FORK EAST FORK (S-2)
POLE
TRANS.
STEEL
STERCHI ST
CONC.
TNDOT 147 NW 4
W.V.
W.M.
P/
T/
C/
FO
C/
TO
P-917.86
IN
V-907.59
IN
V-907.42
W.M.
W.M.
EI
PP/
T/
C
W.M.
EI
P
P/
T/
C
TO
P-905.28
IN
V-905.29
IN
V-905.22
IN
V-905.23
W.V.
W.V.
W.M.
CHAINLINK
CONC.
TNDOT 147 NW 4
1-S-VINYL
1-S-VINYL
1-S-VINYL
1-S-VINYL
1-S-VINYL
MCTEER ST NW
A/C
WO
OD
ST
AI
RS
(BUS.)
1-S-BL
VI
NY
L
1-
S-
VI
NY
L
1-
S-
VI
NY
L
1-
S-
VI
NY
L
1-
S-
1-
S-
F
VI
NY
L
1-
S-
VI
NY
L
1-
S-
VI
NY
L
1-
S-
VI
NY
L
1-
S-
(BUS.)
1-S-BL
VI
NY
L
1-
S-
VI
NY
L
1-
S-TRUMAN ST
CH
UR
CH
BA
PTI
ST
KEI
TH
AV
E.
2-
S-
BL
VI
NY
L
1-
S-
VI
NY
L
1-
S-
(BUS.)
1-S-BL
(BUS.)
2-S-BL
1-S-F
1-S-F
1-S-F
ALLEY
P/T
1-
S-
VI
NY
L
CH
AI
NLI
NK
CLO
W.M.
P/T
CHAINLINK
P/T
CH
AI
NLI
NK
W.V.G.V.
P/T
W.M.W.M.
1-
S-
F
1-
S-
VI
NY
L
1-
S-
F
1-
S-
F
WO
VE
NWI
RE
1-
S-
VI
NY
L
P/T
TV DISH
DIRECT
TOP-889.10INV-887.62INV-887.55
TOP-871.40INV-871.39INV-871.13P/TRANS
WIRE
WIRE
P/T/TV
EIP
EIP
EIP
EIP
TRAILOR
1-S-VINYLP/T/TV
TOP-902.62INV-894.21
P
P
P
W.M.
CLEANOUT
1-
S-
VI
NY
L
W.M.
EIP
EIP
EIP
P/T/C/TRAN
1-
S-
F
W.M.
EIP
S.V.
1-
S-
VI
NY
L
WI
RE
P/T/C
1-
S-
VI
NY
L
WI
RE
CLOSED
P/T/C
CL
OS
ED
CL
OS
ED
W.V.G.V.
G.V.
P/T
WO
OD
GATE
1-
S-
F
EIP
AS
P.
CH
UR
CH
2-
S-
B
WIRES.V.
TOP-946.26
INV-936.40
INV-936.52
TOP-942.23INV-942.28INV-942.13
BURIED
FILLED
TO
P-951.77
IN
V-951.80
IN
V-951.66
W.V.
W.M.
8’X12’ BOX
8’X12’ BOX
FI
LL
ED
TO
P-906.41
IN
V-899.36
IN
V-899.21
TOP-879.73INV-864.06
INV-864.13
TOP-874.90INV-861.56INV-861.53INV-863.11
TOP-872.00INV-858.06
INV-858.11
TO
P-904.29
IN
V-896.22
IN
V-896.88
IN
V-897.19
TO
P-904.93
IN
V-900.09
IN
V-896.51
IN
V-899.67
IN
V-901.48
TO
P-904.36
TO
P-904.48
IN
V-896.22
IN
V-896.15
TO
P-903.22
IN
V-895.64
IN
V-895.31
TO
P-903.21
IN
V-897.24
IN
V-896.88
TO
P-904.83
IN
V-898.04
INV-886.26
TOP-866.47
INV-856.41
TOP-881.76INV-866.16
TOP-880.38INV-872.07INV-869.17INV-869.15
TOP-881.15INV-864.44INV-872.34INV-864.32
IN
V-919.53
IN
V-916.06
IN
V-915.73
12" RCP
TOP-89
4.06
P
P
P
BOTTOM-880.68
TOP-883.18BOTTOM-879.28
TOP-883.27
INV.877.
75TOP-8
81.38
INV.882.30
TOP-885.52
TOP-884.30
KEI
TH
AV
E
G.V.
W.V.
W.V. W.V.
G.V.
G.V.
G.V.
SHED
WOOD
CONC.
INV-877.21INV-876.89INV-876.41
VI
NY
L
1-
S-
VI
NY
L
1-
S-
BL
DG.
ME
TA
L
BL
DG.
ME
TA
L
BL
DG.
WO
OD
BLOCK WALL
BLOCK WALL
1-
S-
F
GA
R.
BL
OC
K
BLOCK WALL
CHAINLINK
TRAFFICTRAFFIC
TRAFFICTRAFFIC
TRAFFIC
TRAFFIC
TRAFFIC
G.V.
8"DIP
TOP-89
2.99
INV-88
7.42
INV-88
7.39
TO
P-949.32
TOP-944.74
TO
P-947.75
TO
P-946.53
IN
V-940.11
IN
V-941.82
IN
V-940.28
TOP-940.25TOP-945.35 INV-942.91
TO
P-911.70
IN
V-907.64
IN
V-907.27
TO
P-906.07
IN
V-906.32
IN
V-906.18
TO
P-904.93
IN
V-900.09
IN
V-896.51
IN
V-899.67
IN
V-901.48
TO
P-904.36
TO
P-904.48
IN
V-896.22
IN
V-896.15
TO
P-903.22
IN
V-895.64
IN
V-895.31
TO
P-903.21
IN
V-897.24
IN
V-896.88
TO
P-904.83
IN
V-898.04
IN
V-895.14
IN
V-895.02
TO
P-901.78
TO
P-899.70
IN
V-892.90
IN
V-894.60 I
NV-888.25
IN
V-886.79
TO
P-893.69
FI
LL
ED
W/
DE
BRI
S
TO
P-893.46
INV.868.82
IN
V.878.83
TO
P-882.13
IN
V.879.74
TO
P-883.15
INV.876.48
TOP-880.88
INV.874.56
TOP-879.59
INV.878.70
TOP-880.98
INV.874.49
TOP-879.52INV.876.42
TOP-879.92
INV.876.50
TOP-880.96
EWINV-871.20
INV-871.11
INV-871.20INV-871.11
INV.874.97
TOP-880.47
INV.874.87
TOP-880.51
INV.876.74TOP-880.17
INV.876.71
TOP-880.13
INV-868.84INV-868.84
IN
V.875.29
TO
P-880.03
INV.875.81
TOP-879.82
PROCTOR ST NW
M.H. 24
M.H. 25
M.H. 26
M.H. 27
M.H. 28
M.
H. 29
M.H. 30
M.H. 31
U3-10
PROFILE
SCALE: 1"=5’ HORIZ.
1"=50’ VERT.
LINE A
WATER
STA.0+00 TO STA.11+00
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
880
885
890
895
900
905
910
915
920
925
930
880
885
890
895
900
905
910
915
920
925
930
EXI
STI
NG
ST
OR
M
SE
WE
R I
E 957.50
PR
OP
OS
ED 18"
RC
P I
E 907.44
EXI
STI
NG
AT
&T
DU
CT
EXI
STI
NG 6"
WA
TE
R
LI
NE
TB
A
PR
OP
OS
ED 6"
DI
P
FI
RE
LI
NE
EXI
STI
NG 18"
RJ
DI
P
SE
WE
R I
E 896.20
EXI
STI
NG 8"
GA
S
EXI
STI
NG 8"
GA
S
TB
A
EXI
STI
NG 8"
SA
NI
TA
RY
SE
WE
R
TB
A I
E 903.67
12"
ST
OR
M
SE
WE
R
EXI
STI
NG 2"
GA
S
TB
A
EXI
STI
NG 8"
SE
WE
R I
E 903.68
PR
OP
OS
ED 8"
LI
NE
TO
AL
SC
O
ME
TE
RS
EXI
STI
NG
ST
OR
M
SE
WE
R
EXI
STI
NG 8"
WA
TE
R
TB
A
EXI
STI
NG 2"
GA
S
TB
A
EXI
STI
NG
AT
&T
DU
CT
LINE A
EXI
STI
NG
AT
T
DU
CT
EXI
STI
NG 10"
SA
NI
TA
RY
SE
WE
R
TB
A
PR
OP
OS
ED 18"
CO
NC
ST
OR
M
SE
WE
R
PR
OP
OS
ED
AT
T
DU
CT
66"
X46"
CM
P
ST
OR
M (
TO
BE
AB
AN
DO
NE
D)
46"
CM
P
ST
OR
M (
TO
BE
AB
AN
DO
NE
D)
PR
OP
OS
ED 6"
DI
P
FI
RE
LI
NE
EXI
STI
NG 10"
SA
NI
TA
RY
SE
WE
R
TO
BE
AB
AN
DO
NE
D
PR
OP
OS
ED 24"
CO
NC
ST
OR
M
SE
WE
R
MIN
36"
8" DI WATERLINE
CO
NN
EC
TI
ON
TO
PR
OP
OS
ED 8"
DI
WA
TE
R
LI
NE "
B"
PR
OP
OS
ED
ST
R-1 I
E 902.00
EXISTING GRADE
FINISHED GRADE
TE
NN
ES
SE
E
D.
O.
T.
DE
SI
GN
DI
VI
SI
ON
FI
LE
NO.
TYPE YEAR PROJECT NO.SHEET
NO.
2/4/2016
COORDINATE VALUES ARE NAD/83(1995)
AND ARE DATUM ADJUSTED BY THE
FACTOR 1.0001 & TIED TO THE TGRN.
F:\
34\34826\3482600\
CA
D\
EN
VR\
Co
nstructio
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U3-10.D
GN
2016CONST
BWSC PROJECT NO. 34826-00
BOARDUTILITIES
KNOXVILLE
HPP/STP-62(34)
S.R. 62 (WESTERN AVE.) KNOX CO.
PIN #101204.0047023-3261-14 (CONST.)
PHONE (865) 637-2810 FAX (865) 673-8554
520 West Summit Hill Drive, Suite 1202, Knoxville, Tennessee 37902
U3-11
PROFILE
SCALE: 1"=5’ HORIZ.
1"=50’ VERT.
LINE A
WATER
STA.11+00 TO EOL
10+50 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
880
885
890
895
900
905
910
915
920
925
930
935
940
945
950
880
885
890
895
900
905
910
915
920
925
930
935
940
945
950
EXI
STI
NG 8"
SA
NI
TA
RY
SE
WE
R
TB
A
EXI
STI
NG
MH
TB
A I
E 890
PR
OP
OS
ED 24"
DI
P
WA
TE
R
EXI
STI
NG 30"
RJ
DI
P
SA
NI
TA
RY
SE
WE
R I
N 48"
TU
NN
EL I
E 887.25
EXI
STI
NG 8"
GA
S
PR
OP
OS
ED
AT
&T
DU
CT
PR
OP
OS
ED 8"
DI
P
WA
TE
R/
EXI
STI
NG
AT
&T
DU
CT
TB
A
LINE A
EXI
STI
NG 8"
WA
TE
R
TB
A
EXI
STI
NG
AT
T
DU
CT
TB
A
PR
OP
OS
ED 8"
DI
P
FI
RE
LI
NE
FINISHED GRADE
EXISTING GRADE
PROPOSED SR62 BRIDGE
8" DI WATERLINE
MIN
36"
PR
OP
OS
ED
AT
T
DU
CT
TE
NN
ES
SE
E
D.
O.
T.
DE
SI
GN
DI
VI
SI
ON
FI
LE
NO.
TYPE YEAR PROJECT NO.SHEET
NO.
2/4/2016
COORDINATE VALUES ARE NAD/83(1995)
AND ARE DATUM ADJUSTED BY THE
FACTOR 1.0001 & TIED TO THE TGRN.
F:\
34\34826\3482600\
CA
D\
EN
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Co
nstructio
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Plot\3482600_
U3-11.D
GN
2016CONST
BWSC PROJECT NO. 34826-00
BOARDUTILITIES
KNOXVILLE
HPP/STP-62(34)
S.R. 62 (WESTERN AVE.) KNOX CO.
PIN #101204.0047023-3261-14 (CONST.)
PHONE (865) 637-2810 FAX (865) 673-8554
520 West Summit Hill Drive, Suite 1202, Knoxville, Tennessee 37902
U3-12
PROFILE
SCALE: 1"=5’ HORIZ.
1"=50’ VERT.
STA.0+00 TO EOL
0+00 1+00 2+00 3+00
900
905
910
915
920
925
930
900
905
910
915
920
925
930
LINES B & C
WATER
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
890
895
900
905
910
915
920
925
930
890
895
900
905
910
915
920
925
930
EXI
STI
NG 8"
SA
NI
TA
RY
SE
WE
R
TB
A
EXI
STI
NG 18"
DI
P
SA
NI
TA
RY
SE
WE
R I
E 896.57
AB
AN
DO
NE
D 8"
SA
NI
TA
RY
SE
WE
R I
E 898.98
LINE C
LINE B
CO
NN
EC
TI
ON
TO
PR
OP
OS
ED 8"
DI
WA
TE
R
LI
NE "
A"
24"
ST
OR
M
SE
WE
R I
E 894.34
AB
AN
DO
NE
D 10"
SA
NI
TA
RY
SE
WE
R I
E 897.58
FI
RE
HY
DR
AN
T
AS
SE
MB
LY
EXI
STI
NG 8"
SA
NI
TA
RY
SE
WE
R I
E 898.58
8" 90°
BE
ND
PR
OP
OS
ED 8"
SA
NI
TA
RY
SE
WE
R I
E 908.95
EXI
STI
NG 6"
WA
TE
R
TB
A I
E
UN
KN
OW
N
8" 45°
BE
ND
CO
NN
EC
TI
ON
TO
PR
OP
OS
ED 8"
WA
TE
RLI
NE "
B"
EXI
STI
NG
WA
TE
R
SE
RVI
CE
EXI
STI
NG
WA
TE
R
SE
RVI
CE
8" 90°
BE
ND
4’
WA
TE
RLI
NE
CO
NN
EC
TI
ON
TO
EXI
STI
NG
6"
WA
TE
RLI
NE
CO
NN
EC
TI
ON
TO
EXI
STI
NG
EA
ST
FO
RK
OF
THI
RD
CR
EE
K
CR
OS
SI
NG
MIN
5’
MIN
18"
8" DIP WATERLINE
FINISHED GRADE
MIN
36"
FI
RE
HY
DR
AN
T
AS
SE
MB
LY
8"
TE
E
CO
NN
EC
TI
ON
WI
TH
WA
TE
RLI
NE "
C"
EXISTING GRADE 8"
GA
TE
VA
LV
E
EXI
STI
NG 8"
SA
NI
TA
RY
SE
WE
R I
E 909.32
EXISTING GRADE MIN
36"
FINISHED GRADE
8" DIP WATERLINE
TE
NN
ES
SE
E
D.
O.
T.
DE
SI
GN
DI
VI
SI
ON
FI
LE
NO.
TYPE YEAR PROJECT NO.SHEET
NO.
2/4/2016
COORDINATE VALUES ARE NAD/83(1995)
AND ARE DATUM ADJUSTED BY THE
FACTOR 1.0001 & TIED TO THE TGRN.
F:\
34\34826\3482600\
CA
D\
EN
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Plot\3482600_
U3-12.D
GN
2016CONST
BWSC PROJECT NO. 34826-00
BOARDUTILITIES
KNOXVILLE
HPP/STP-62(34)
S.R. 62 (WESTERN AVE.) KNOX CO.
PIN #101204.0047023-3261-14 (CONST.)
PHONE (865) 637-2810 FAX (865) 673-8554
520 West Summit Hill Drive, Suite 1202, Knoxville, Tennessee 37902
U3-13
PROFILE
SCALE: 1"=5’ HORIZ.
1"=50’ VERT.
LINE D
WATER
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
870
875
880
885
890
895
900
905
910
915
920
925
930
935
940
945
950
870
875
880
885
890
895
900
905
910
915
920
925
930
935
940
945
950
STA.0+00 TO STA. 11+00
EXI
STI
NG
ST
OR
M
SE
WE
R I
E 957.50
LINE D
CO
NN
EC
TI
ON
TO
EXI
STI
NG 24"
WA
TE
RLI
NE
8"
SE
WE
R
TO
BE
AB
AN
DO
NE
D I
E 890.89
24" 22.5°
BE
ND
6"
GA
S
TO
BE
AB
AN
DO
NE
DP
RO
PO
SE
D 8"
WA
TE
RLI
NE "
A"
8"
SE
WE
R
TO
BE
RE
MO
VE
D I
E
UN
KN
OW
NE
XI
STI
NG
TE
LE
PH
ON
E8"
WA
TE
R
TO
BE
RE
MO
VE
D
8"
GA
S
LI
NE
TO
BE
RE
MO
VE
D
BE
GI
N
TU
NN
EL
PR
OP
OS
ED 18"
SE
WE
R I
E 887.95
24" 45°
BE
ND
EXI
STI
NG 18"
SA
NI
TA
RY
SE
WE
R I
E
UN
KN
OW
N
EXI
STI
NG
TE
LE
PH
ON
E
8"
GA
S
LI
NE
TO
BE
RE
MO
VE
D
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED 8"
WA
TE
RLI
NE "
U"
PR
OP
OS
ED 8"
SE
WE
R
LI
NE - I
E 902.65
24" 22.5°
BE
ND
8"
WA
TE
R
TO
BE
RE
MO
VE
D
18"
CO
NC
RE
TE
ST
OR
M I
E 903.41
GA
S
LI
NE "
S"
8"
GA
S
PR
OP
OS
ED
8"
GA
S
TO
BE
RE
MO
VE
D
TU
NN
EL
EN
D
EXI
STI
NG 6"
WA
TE
R
24"
X 8"
TE
E
CO
NN
EC
TI
ON
WI
TH
LI
NE "
A"
KH
XR
RAI
LR
OA
D
CS
X
RAI
LR
OA
D
100
YE
AR
FL
OO
D
LE
VE
L
EA
ST
FO
RK
OF
THI
RD
CR
EE
K
PROPOSED SR-62 BRIDGE
24"
X 24"
TE
E
CO
NN
EC
TI
ON
WI
TH
LI
NE "
G"
MIN
18"
48" TUNNEL
24"
X 16"
TE
E
CO
NN
EC
TI
ON
WI
TH
LI
NE "
E"
24" DI WATERLINE
MIN
36"
EXISTING GRADE
FINISHED GRADE
TE
NN
ES
SE
E
D.
O.
T.
DE
SI
GN
DI
VI
SI
ON
FI
LE
NO.
TYPE YEAR PROJECT NO.SHEET
NO.
2/4/2016
COORDINATE VALUES ARE NAD/83(1995)
AND ARE DATUM ADJUSTED BY THE
FACTOR 1.0001 & TIED TO THE TGRN.
F:\
34\34826\3482600\
CA
D\
EN
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Plot\3482600_
U3-13.D
GN
2016CONST
BWSC PROJECT NO. 34826-00
BOARDUTILITIES
KNOXVILLE
HPP/STP-62(34)
S.R. 62 (WESTERN AVE.) KNOX CO.
PIN #101204.0047023-3261-14 (CONST.)
PHONE (865) 637-2810 FAX (865) 673-8554
520 West Summit Hill Drive, Suite 1202, Knoxville, Tennessee 37902
U3-14
PROFILE
SCALE: 1"=5’ HORIZ.
1"=50’ VERT.
LINE D
WATER
STA.11+00 TO EOL
10+50 11+00 12+00 13+00 14+00 15+00
910
915
920
925
930
935
940
945
950
955
960
910
915
920
925
930
935
940
945
950
955
960
EXI
STI
NG
TE
LE
PH
ON
E
CO
NN
EC
T
TO
EXI
STI
NG 24"
WA
TE
RLI
NE
LINE D
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
SE
WE
R
LA
TE
RA
L
18"
CO
NC
RE
TE
ST
OR
M
SE
WE
R I
E 932.82
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
18"
CO
NC
RE
TE
ST
OR
M
SE
WE
R I
E 934.33
GA
S
SE
RVI
CE
45°
BE
ND
8"
SE
WE
R
TO
BE
AB
AN
DO
NE
D I
E 890.89
FINISHED GRADE
24" DI WATERLINE
MIN
36"EXISTING GRADE
TE
NN
ES
SE
E
D.
O.
T.
DE
SI
GN
DI
VI
SI
ON
FI
LE
NO.
TYPE YEAR PROJECT NO.SHEET
NO.
2/4/2016
COORDINATE VALUES ARE NAD/83(1995)
AND ARE DATUM ADJUSTED BY THE
FACTOR 1.0001 & TIED TO THE TGRN.
F:\
34\34826\3482600\
CA
D\
EN
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Co
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Plot\3482600_
U3-14.D
GN
2016CONST
BWSC PROJECT NO. 34826-00
BOARDUTILITIES
KNOXVILLE
HPP/STP-62(34)
S.R. 62 (WESTERN AVE.) KNOX CO.
PIN #101204.0047023-3261-14 (CONST.)
PHONE (865) 637-2810 FAX (865) 673-8554
520 West Summit Hill Drive, Suite 1202, Knoxville, Tennessee 37902
U3-15
PROFILE
SCALE: 1"=5’ HORIZ.
1"=50’ VERT.
LINE E
WATER
0+001+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
875
880
885
890
895
900
905
910
915
920
925
930
935
940
945
950
875
880
885
890
895
900
905
910
915
920
925
930
935
940
945
950
PR
OP
OS
ED
FI
RE
HY
DR
AN
T
PR
OP
OS
ED
AT
&T
DU
CT
CO
NN
EC
T
TO
EXI
STI
NG 6"
CI
WA
TE
RLI
NE
STA.0+00 TO E.O.L.
LINE E
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
SE
WE
R
LA
TE
RA
L
18"
CO
NC
RE
TE
ST
OR
M
SE
WE
R I
E 932.79
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
18"
CO
NC
RE
TE
ST
OR
M
SE
WE
R I
E 934.38
PR
OP
OS
ED
GA
S
SE
RVI
CE
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
45°
BE
ND
CO
NN
EC
TI
ON
TO
PR
OP
OS
ED 8"
DI
WA
TE
RLI
NE "
U"
EXISTING GRADE
FINISHED GRADE
8" DI WATERLINE
MIN
36"
PR
OP
OS
ED
FI
RE
HY
DR
AN
T
AS
SE
MB
LY
8" J
UM
PE
R
CO
NN
EC
TI
ON
TO
LI
NE "
D"
TE
NN
ES
SE
E
D.
O.
T.
DE
SI
GN
DI
VI
SI
ON
FI
LE
NO.
TYPE YEAR PROJECT NO.SHEET
NO.
2/4/2016
COORDINATE VALUES ARE NAD/83(1995)
AND ARE DATUM ADJUSTED BY THE
FACTOR 1.0001 & TIED TO THE TGRN.
F:\
34\34826\3482600\
CA
D\
EN
VR\
Co
nstructio
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Dra
win
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Plot\3482600_
U3-15.D
GN
2016CONST
BWSC PROJECT NO. 34826-00
BOARDUTILITIES
KNOXVILLE
HPP/STP-62(34)
S.R. 62 (WESTERN AVE.) KNOX CO.
PIN #101204.0047023-3261-14 (CONST.)
PHONE (865) 637-2810 FAX (865) 673-8554
520 West Summit Hill Drive, Suite 1202, Knoxville, Tennessee 37902
U3-16
PROFILE
SCALE: 1"=5’ HORIZ.
1"=50’ VERT.
LINE F
WATER
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
910
915
920
925
930
935
940
945
950
955
960
965
970
975
980
985
990
910
915
920
925
930
935
940
945
950
955
960
965
970
975
980
985
990
EXI
STI
NG
ST
OR
M
SE
WE
R I
E 957.50
STA.0+00 TO E.O.L.
LINE F
PR
OP
OS
ED
FI
RE
HY
DR
AN
T
PR
OP
OS
ED
SE
WE
R
LA
TE
RA
L
PR
OP
OS
ED
SE
WE
R
LA
TE
RA
L
PR
OP
OS
ED
SE
WE
R
LA
TE
RA
L
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED
SE
WE
R
LA
TE
RA
L
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED
SE
WE
R
LA
TE
RA
L
PR
OP
OS
ED
SE
WE
R
LA
TE
RA
L
PR
OP
OS
ED
SE
WE
R
LA
TE
RA
L
2"
GA
S
SE
RVI
CE
TO
BE
RE
MO
VE
D
22.5°
BE
ND
22.5°
BE
ND
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED
PR
OP
OS
ED
SE
WE
R
LA
TE
RA
L
PR
OP
OS
ED
FI
RE
HY
DR
AN
T
PR
OP
OS
ED 2"
GA
S
18"
CO
NC
RE
TE
ST
OR
M
SE
WE
R I
E 961.69
TE
LE
PH
ON
E
EXI
STI
NG
WA
TE
R
SE
RVI
CE
EXI
STI
NG
WA
TE
R
SE
RVI
CE
45°
BE
ND
CO
NN
EC
TI
ON
TO
EXI
STI
NG 6"
WA
TE
RLI
NE
EXISTING GRADE
MIN
36"
8" DI WATERLINE
GRADE
FINISHED
CO
NN
EC
TI
ON
TO
PR
OP
OS
ED 24"
DI
WA
TE
RLI
NE"
G"
TE
NN
ES
SE
E
D.
O.
T.
DE
SI
GN
DI
VI
SI
ON
FI
LE
NO.
TYPE YEAR PROJECT NO.SHEET
NO.
2/4/2016
COORDINATE VALUES ARE NAD/83(1995)
AND ARE DATUM ADJUSTED BY THE
FACTOR 1.0001 & TIED TO THE TGRN.
F:\
34\34826\3482600\
CA
D\
EN
VR\
Co
nstructio
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win
gs\
Plot\3482600_
U3-16.D
GN
2016CONST
BWSC PROJECT NO. 34826-00
BOARDUTILITIES
KNOXVILLE
HPP/STP-62(34)
S.R. 62 (WESTERN AVE.) KNOX CO.
PIN #101204.0047023-3261-14 (CONST.)
PHONE (865) 637-2810 FAX (865) 673-8554
520 West Summit Hill Drive, Suite 1202, Knoxville, Tennessee 37902
U3-17
SCALE: 1"=5’ HORIZ.
1"=50’ VERT.
LINE G
WATER
PROFILE
STA.0+00 TO STA.11+00
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
880
885
890
895
900
905
910
915
920
925
930
935
940
945
950
880
885
890
895
900
905
910
915
920
925
930
935
940
945
950
LINE G
22.5°
BE
ND
24"
CO
NC
RE
TE
ST
OR
M
SE
WE
R I
E 906.02
11.25°
BE
ND
24"
WA
TE
R
LI
NE
TO
BE
RE
MO
VE
D
6"
WA
TE
RLI
NE
TO
BE
RE
MO
VE
D
8"
SE
WE
R
TO
BE
RE
MO
VE
D I
E 904.9
7
PR
OP
OS
ED 2"
GA
S
LI
NE
2"
GA
S
LI
NE
TO
BE
RE
MO
VE
D
45°
BE
ND
45°
BE
ND
45°
BE
ND
18"
CO
NC
RE
TE
ST
OR
M
SE
WE
R I
E 932.49
PR
OP
OS
ED 8"
SE
WE
R I
E 927.19
8"
SE
WE
R
TO
BE
RE
MO
VE
D I
E 923.47
8"
WA
TE
RLI
NE
TO
BE
RE
MO
VE
D18"
CO
NC
RE
TE
ST
OR
M
SE
WE
R I
E 932.17
45°
BE
ND
45°
BE
ND
PR
OP
OS
ED 2"
GA
S
LI
NE
2"
GA
S
LI
NE
TO
BE
RE
MO
VE
D
6"
WA
TE
R
TO
BE
RE
MO
VE
D
PR
OP
OS
ED 8"
SE
WE
R
LI
NE I
E 921.87
18"
CO
NC
RE
TE
ST
OR
M
SE
WE
R I
E 923.79
45°
BE
ND
45°
BE
ND
45°
BE
ND
45°
BE
ND
TE
LE
PH
ON
E
TO
BE
RE
MO
VE
D
8"
WA
TE
R
TO
BE
RE
MO
VE
D
8"
SE
WE
R
TO
BE
RE
MO
VE
D I
E 911.19
PR
OP
OS
ED 8"
SE
WE
R I
E 910.48
PR
OP
OS
ED
TE
LE
PH
ON
E
24"
WA
TE
R
TO
BE
RE
MO
VE
D
8"
GA
S
TO
BE
RE
MO
VE
D
6"
GA
S
TO
BE
RE
MO
VE
D
PROPOSED SR62 BRIDGE
GRADE
EXISTING
GRADE
FINISHED
MIN
36"
CO
NN
EC
TI
ON
TO
PR
OP
OS
ED 24"
DI
WA
TE
RLI
NE "
D"
24" DI WATERLINE
CONCRETE ENCASEMENT
MA
SS
AC
HU
SE
TT
S
AV
EN
UE
AI
R
RE
LE
AS
E
VA
LV
E
42" STEEL CASING
24"
X 6"
TE
E
CO
NN
EC
TI
ON
TO
LI
NE "
H"
MA
RY
LA
ND
AV
EN
UE
24"
X 8"
TE
E
CO
NN
EC
TI
ON
WI
TH
LI
NE "J"
BE
GI
N 42"
ST
EE
L
CA
SI
NG
SC
HO
FI
EL
D
ST
RE
ET
EN
D 42"
ST
EE
L
CA
SI
NG
24"
X 24"
TE
E -
TE
MP
OR
AR
Y
CO
NN
EC
TI
ON
24"
X 8"
TE
E
CO
NN
EC
TI
ON
WI
TH
LI
NE "
F"
TE
NN
ES
SE
E
D.
O.
T.
DE
SI
GN
DI
VI
SI
ON
FI
LE
NO.
TYPE YEAR PROJECT NO.SHEET
NO.
2/4/2016
COORDINATE VALUES ARE NAD/83(1995)
AND ARE DATUM ADJUSTED BY THE
FACTOR 1.0001 & TIED TO THE TGRN.
F:\
34\34826\3482600\
CA
D\
EN
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Co
nstructio
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Plot\3482600_
U3-17.D
GN
2016CONST
BWSC PROJECT NO. 34826-00
BOARDUTILITIES
KNOXVILLE
HPP/STP-62(34)
S.R. 62 (WESTERN AVE.) KNOX CO.
PIN #101204.0047023-3261-14 (CONST.)
PHONE (865) 637-2810 FAX (865) 673-8554
520 West Summit Hill Drive, Suite 1202, Knoxville, Tennessee 37902
U3-18
SCALE: 1"=5’ HORIZ.
1"=50’ VERT.
LINE G
WATER
PROFILE
STA.11+00 TO STA.22+00
10+50 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
860
865
870
875
880
885
890
895
900
905
910
915
920
925
930
860
865
870
875
880
885
890
895
900
905
910
915
920
925
930
EXI
STI
NG
ST
OR
M
SE
WE
R I
E 957.50
LINE G
11.25°
BE
ND
45°
BE
ND
PR
OP
OS
ED 8"
GA
S
LI
NE
45°
BE
ND
6"
GA
S
LI
NE
TO
BE
RE
MO
VE
D
8"
GA
S
LI
NE
TO
BE
RE
MO
VE
D
GA
S
SE
RVI
CE
TO
BE
AB
AN
DO
NE
D
45°
BE
ND
PR
OP
OS
ED 2"
GA
S
LI
NE I
N 6"
ST
EE
L
CA
SI
NG
11.25°
BE
ND
PR
OP
OS
ED 8"
GA
S
LI
NE
EXI
STI
NG 8"
CI
PP
SE
WE
R
LI
NE I
E 881.16
11.25°
BE
ND
8"
GA
S
TO
BE
RE
MO
VE
D
18"
CO
NC
RE
TE
ST
OR
M
SE
WE
R - I
E
UN
KN
OW
N
30"
CO
NC
RE
TE
ST
OR
M
SE
WE
R - I
E
UN
KN
OW
N
TE
LE
PH
ON
E
TO
BE
RE
MO
VE
D
45°
BE
ND
24"
WA
TE
R
TO
BE
RE
MO
VE
D
GRADE
FINISHED
24" DI WATERLINE
MIN
36"
EXISTING GRADE
AI
R
RE
LE
AS
E
VA
LV
E
24"
X 8"
TE
E
CO
NN
EC
TI
ON
WI
TH
LI
NE "
L"
TE
NN
ES
SE
E
D.
O.
T.
DE
SI
GN
DI
VI
SI
ON
FI
LE
NO.
TYPE YEAR PROJECT NO.SHEET
NO.
2/4/2016
COORDINATE VALUES ARE NAD/83(1995)
AND ARE DATUM ADJUSTED BY THE
FACTOR 1.0001 & TIED TO THE TGRN.
F:\
34\34826\3482600\
CA
D\
EN
VR\
Co
nstructio
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win
gs\
Plot\3482600_
U3-18.D
GN
2016CONST
BWSC PROJECT NO. 34826-00
BOARDUTILITIES
KNOXVILLE
HPP/STP-62(34)
S.R. 62 (WESTERN AVE.) KNOX CO.
PIN #101204.0047023-3261-14 (CONST.)
PHONE (865) 637-2810 FAX (865) 673-8554
520 West Summit Hill Drive, Suite 1202, Knoxville, Tennessee 37902
U3-19
SCALE: 1"=5’ HORIZ.
1"=50’ VERT.
LINE G
WATER
PROFILE
21+50 22+00 23+00 24+00 25+00 26+00 27+00 28+00
860
865
870
875
880
885
890
895
900
905
910
915
860
865
870
875
880
885
890
895
900
905
910
915
STA.22+00 TO EOL
EXI
STI
NG
ST
OR
M
SE
WE
R I
E 957.50
LINE G
8"
WA
TE
R
TO
BE
RE
MO
VE
D
8"
GA
S
TO
BE
RE
MO
VE
D
45°
BE
ND
TE
LE
PH
ON
E
TO
BE
RE
MO
VE
D
45°
BE
ND
8"
GA
S
TO
RE
MAI
N
6"
GA
S
TO
RE
MAI
N
CO
NN
EC
TI
ON
TO
EXI
STI
NG 24"
WA
TE
RLI
NE
24" DI WATERLINE
MIN
36"
EXISTING GRADE
GRADE
FINISHED
42" STEEL CASING
TE
E
BE
GI
N 42"
ST
EE
L
CA
SI
NG
RE
LO
CA
TE
D
KEI
TH
AV
EN
UE
EN
D 42"
ST
EE
L
CA
SI
NG
24"
X 16"
TE
E
CO
NN
EC
TI
ON
WI
TH
LI
NE "
M"
CO
NC
RE
TE
ST
OR
M
SE
WE
R I
E 897.87
TE
NN
ES
SE
E
D.
O.
T.
DE
SI
GN
DI
VI
SI
ON
FI
LE
NO.
TYPE YEAR PROJECT NO.SHEET
NO.
2/4/2016
COORDINATE VALUES ARE NAD/83(1995)
AND ARE DATUM ADJUSTED BY THE
FACTOR 1.0001 & TIED TO THE TGRN.
F:\
34\34826\3482600\
CA
D\
EN
VR\
Co
nstructio
n
Dra
win
gs\
Plot\3482600_
U3-19.D
GN
2016CONST
BWSC PROJECT NO. 34826-00
BOARDUTILITIES
KNOXVILLE
HPP/STP-62(34)
S.R. 62 (WESTERN AVE.) KNOX CO.
PIN #101204.0047023-3261-14 (CONST.)
PHONE (865) 637-2810 FAX (865) 673-8554
520 West Summit Hill Drive, Suite 1202, Knoxville, Tennessee 37902
U3-20
SCALE: 1"=5’ HORIZ.
1"=50’ VERT.
PROFILE
STA.0+00 TO EOL
0+00 1+00 2+00 3+00 4+00
910
915
920
925
930
935
940
945
950
955
960
965
970
910
915
920
925
930
935
940
945
950
955
960
965
970
0+00 1+00 2+00 3+00 4+00 5+00
900
905
910
915
920
925
930
935
940
945
950
955
960
900
905
910
915
920
925
930
935
940
945
950
955
960
LINES H & I
WATER
LINE HLINE I
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED
SE
WE
R
LA
TE
RA
L
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
18"
CO
NC
RE
TE
ST
OR
M
SE
WE
R I
E 926.62
18"
CO
NC
RE
TE
ST
OR
M
SE
WE
R I
E 935.71
PR
OP
OS
ED
SE
WE
R
LA
TE
RA
L
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
EXI
STI
NG
GA
S
SE
RVI
CE
TO
RE
MAI
N
PR
OP
OS
ED
SE
WE
R
LA
TE
RA
L
PR
OP
OS
ED
SE
WE
R
LA
TE
RA
L
45°
BE
ND
CO
NN
EC
TI
ON
TO
EXI
STI
NG 6"
WA
TE
RLI
NE
8"
GA
S I
N 12"
ST
EE
L
CA
SI
NG
PR
OP
OS
ED
GA
S
SE
RVI
CE
PR
OP
OS
ED
GA
S
SE
RVI
CE
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED
GA
S
SE
RVI
CE
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED
SE
WE
R
LA
TE
RA
L
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED 8"
GA
S
LI
NE
EXI
STI
NG
WA
TE
R
SE
RVI
CE
TO
BE
RE
MO
VE
D
PR
OP
OS
ED
SE
WE
R
LA
TE
RA
L
PR
OP
OS
ED
SE
WE
R
LA
TE
RA
L
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
45°
BE
ND
EXI
STI
NG 6"
WA
TE
RLI
NE
CO
NN
EC
TI
ON
TO
CO
NN
EC
TI
ON
TO
PR
OP
OS
ED 24"
DI
WA
TE
RLI
NE "
G"
MIN
36"
GRADE
FINISHED
8" DI WATERLINE
GRADE
EXISTING
8" DI WATERLINE
CO
NN
EC
TI
ON
TO
PR
OP
OS
ED 8"
DI
WA
TE
RLI
NE "
V"
GRADE
EXISTING
MIN
36"
GRADE
FINISHED
TE
NN
ES
SE
E
D.
O.
T.
DE
SI
GN
DI
VI
SI
ON
FI
LE
NO.
TYPE YEAR PROJECT NO.SHEET
NO.
2/4/2016
COORDINATE VALUES ARE NAD/83(1995)
AND ARE DATUM ADJUSTED BY THE
FACTOR 1.0001 & TIED TO THE TGRN.
F:\
34\34826\3482600\
CA
D\
EN
VR\
Co
nstructio
n
Dra
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gs\
Plot\3482600_
U3-20.D
GN
2016CONST
BWSC PROJECT NO. 34826-00
BOARDUTILITIES
KNOXVILLE
HPP/STP-62(34)
S.R. 62 (WESTERN AVE.) KNOX CO.
PIN #101204.0047023-3261-14 (CONST.)
PHONE (865) 637-2810 FAX (865) 673-8554
520 West Summit Hill Drive, Suite 1202, Knoxville, Tennessee 37902
2"
GA
S
TO
BE
RE
MO
VE
D11.25°
BE
ND
EXI
STI
NG
GA
S
SE
RVI
CE
TO
BE
RE
MO
VE
D
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
WA
TE
R
SE
RVI
CE
TO
BE
AB
AN
DO
NE
D
PR
OP
OS
ED
SE
WE
R
LA
TE
RA
L
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED
SE
WE
R
LA
TE
RA
L
PR
OP
OS
ED
GA
S
SE
RVI
CE
EXI
STI
NG
GA
S
SE
RVI
CE
TO
RE
MAI
N
PR
OP
OS
ED
SE
WE
R
LA
TE
RA
L
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
EXI
STI
NG
GA
S
SE
RVI
CE
TO
RE
MAI
N
EXI
STI
NG
GA
S
SE
RVI
CE
TO
RE
MAI
N
EXI
STI
NG
GA
S
SE
RVI
CE
TO
RE
MAI
N
45°
BE
ND
CO
NN
EC
TI
ON
TO
EXI
STI
NG 6"
WA
TE
RLI
NE
PR
OP
OS
ED
SE
WE
R
LA
TE
RA
L
GRADE
FINISHED
MIN
36"
8" DI WATERLINE
GRADE
EXISTING
CO
NN
EC
TI
ON
TO
PR
OP
OS
ED 8"
DI
WA
TE
RLI
NE "
V"
TE
NN
ES
SE
E
D.
O.
T.
DE
SI
GN
DI
VI
SI
ON
FI
LE
NO.
TYPE YEAR PROJECT NO.SHEET
NO.
2/4/2016
COORDINATE VALUES ARE NAD/83(1995)
AND ARE DATUM ADJUSTED BY THE
FACTOR 1.0001 & TIED TO THE TGRN.
F:\
34\34826\3482600\
CA
D\
EN
VR\
Co
nstructio
n
Dra
win
gs\
Plot\3482600_
U3-21.
DG
N
2016CONST
BWSC PROJECT NO. 34826-00
BOARDUTILITIES
KNOXVILLE
HPP/STP-62(34)
S.R. 62 (WESTERN AVE.) KNOX CO.
PIN #101204.0047023-3261-14 (CONST.)
PHONE (865) 637-2810 FAX (865) 673-8554
520 West Summit Hill Drive, Suite 1202, Knoxville, Tennessee 37902
U3-22
SCALE: 1"=5’ HORIZ.
1"=50’ VERT.
PROFILE
STA.0+00 TO EOL
LINE L
WATER
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
870
875
880
885
890
895
900
905
910
915
920
925
930
935
870
875
880
885
890
895
900
905
910
915
920
925
930
935
LINE L
22.5°
BE
ND
18"
CO
NC
RE
TE
ST
OR
M
SE
WE
R I
E
UN
KN
OW
N
24"
WA
TE
R
TO
BE
RE
MO
VE
D
EXI
STI
NG
TE
LE
PH
ON
E
TO
BE
RE
MO
VE
D
PR
OP
OS
ED
TE
LE
PH
ON
E
PR
OP
OS
ED 8"
SE
WE
RLI
NE I
E 885.85
EXI
STI
NG 8"
SE
WE
RLI
NE
TO
BE
RE
MO
VE
D I
E 887.84
EXI
STI
NG 8"
WA
TE
RLI
NE
TO
BE
RE
MO
VE
D
22.5°
BE
ND
CO
NN
EC
TI
ON
TO
EXI
STI
NG 6"
WA
TE
RLI
NE
45°
BE
ND
PR
OP
OS
ED
SE
WE
R
LA
TE
RA
L
PR
OP
OS
ED
SE
WE
R
LA
TE
RA
L
PR
OP
OS
ED
SE
WE
R
LA
TE
RA
L
PR
OP
OS
ED 8"
GA
S
LI
NE
PR
OP
OS
ED
GA
S
SE
RVI
CE
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
GA
S
SE
RVI
CE
TO
BE
AB
AN
DO
NE
DP
RO
PO
SE
D
SE
WE
R
LA
TE
RA
L
GA
S
SE
RVI
CE
TO
BE
AB
AN
DO
NE
DP
RO
PO
SE
D
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED
SE
WE
R
LA
TE
RA
L
PR
OP
OS
ED
GA
S
SE
RVI
CE
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED
SE
WE
R
LA
TE
RA
L
EXI
STI
NG
GA
S
LI
NE
TO
BE
AB
AN
DO
NE
D
22.5°
BE
ND
EXI
STI
NG
GA
S
LI
NE
TO
BE
AB
AN
DO
NE
D
18"
CO
NC
RE
TE
ST
OR
M
SE
WE
R I
E 891.49
PR
OP
OS
ED
SE
WE
R
LA
TE
RA
L
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
8" DI WATERLINE
MIN
36"
GRADE
EXISTING
GRADE
FINISHED
CO
NN
EC
TI
ON
TO
PR
OP
OS
ED 24"
DI
WA
TE
RLI
NE "
G"
EXI
STI
NG 24"
ST
OR
M - I
E
UN
KN
OW
N
8"
TE
E
CO
NN
EC
TI
ON
WI
TH 8"
WA
TE
RLI
NE "
V"
PR
OP
OS
ED
FI
RE
HY
DR
AN
T
AS
SE
MB
LY
18"
CO
NC
RE
TE
ST
OR
M
SE
WE
R I
E 900.81
TE
NN
ES
SE
E
D.
O.
T.
DE
SI
GN
DI
VI
SI
ON
FI
LE
NO.
TYPE YEAR PROJECT NO.SHEET
NO.
2/4/2016
COORDINATE VALUES ARE NAD/83(1995)
AND ARE DATUM ADJUSTED BY THE
FACTOR 1.0001 & TIED TO THE TGRN.
F:\
34\34826\3482600\
CA
D\
EN
VR\
Co
nstructio
n
Dra
win
gs\
Plot\3482600_
U3-22.D
GN
2016CONST
BWSC PROJECT NO. 34826-00
BOARDUTILITIES
KNOXVILLE
HPP/STP-62(34)
S.R. 62 (WESTERN AVE.) KNOX CO.
PIN #101204.0047023-3261-14 (CONST.)
PHONE (865) 637-2810 FAX (865) 673-8554
520 West Summit Hill Drive, Suite 1202, Knoxville, Tennessee 37902
U3-23
SCALE: 1"=5’ HORIZ.
1"=50’ VERT.
PROFILE
STA.0+00 TO EOL
LINE M
WATER
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00
860
865
870
875
880
885
890
895
900
905
910
915
920
925
930
935
940
860
865
870
875
880
885
890
895
900
905
910
915
920
925
930
935
940
EXI
STI
NG
ST
OR
M
SE
WE
R I
E 957.50
LINE M
90°
BE
ND
EXI
STI
NG
TE
LE
PH
ON
E
TO
RE
MAI
N
8"
SE
WE
R
TO
BE
RE
MO
VE
D I
E 885.49
EXI
STI
NG
TE
LE
PH
ON
E
TO
BE
AB
AN
DO
NE
D
8"
WA
TE
R
TO
BE
RE
MO
VE
D
18"
CO
NC
RE
TE
ST
OR
M
SE
WE
R I
E
UN
KN
OW
N
22.5°
BE
ND
90°
BE
ND
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
90°
BE
ND
PR
OP
OS
ED
GA
S
SE
RVI
CE
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
EXI
STI
NG
GA
S
SE
RVI
CE
TO
RE
MAI
N
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED
SE
WE
R
LA
TE
RA
L
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
EXI
STI
NG
SE
WE
R
LA
TE
RA
L
TO
RE
MAI
NP
RO
PO
SE
D
FI
RE
HY
DR
AN
T
EXI
STI
NG
GA
S
SE
RVI
CE
TO
RE
MAI
NP
RO
PO
SE
D
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
90°
BE
ND
EXI
STI
NG 6"
WA
TE
RLI
NE
CO
NN
EC
TI
ON
TO
CO
NN
EC
TI
ON
TO
PR
OP
OS
ED 24"
DI
WA
TE
RLI
NE "
G"
8"
X 8"
TE
E
CO
NN
EC
TI
ON
WI
TH
LI
NE "
N"
MIN
36"
GRADE
FINISHED
8" DI WATERLINE
GRADE
EXISTING
TE
NN
ES
SE
E
D.
O.
T.
DE
SI
GN
DI
VI
SI
ON
FI
LE
NO.
TYPE YEAR PROJECT NO.SHEET
NO.
2/4/2016
COORDINATE VALUES ARE NAD/83(1995)
AND ARE DATUM ADJUSTED BY THE
FACTOR 1.0001 & TIED TO THE TGRN.
F:\
34\34826\3482600\
CA
D\
EN
VR\
Co
nstructio
n
Dra
win
gs\
Plot\3482600_
U3-23.D
GN
2016CONST
BWSC PROJECT NO. 34826-00
BOARDUTILITIES
KNOXVILLE
HPP/STP-62(34)
S.R. 62 (WESTERN AVE.) KNOX CO.
PIN #101204.0047023-3261-14 (CONST.)
PHONE (865) 637-2810 FAX (865) 673-8554
520 West Summit Hill Drive, Suite 1202, Knoxville, Tennessee 37902
U3-24
SCALE: 1"=5’ HORIZ.
1"=50’ VERT.
PROFILE
STA.0+00 TO EOL
LINE N
WATER
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
870
875
880
885
890
895
900
905
910
915
920
925
930
935
940
870
875
880
885
890
895
900
905
910
915
920
925
930
935
940
LINE N
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
EXI
STI
NG
UG
T
TO
RE
MAI
N
PR
OP
OS
ED 8"
SE
WE
R I
E 883.37
PR
OP
OS
ED
UG
T
UG
T
TO
BE
AB
AN
DO
NE
D
PR
OP
OS
ED 8"
SE
WE
R I
E 885.01
8"
WA
TE
R
TO
BE
RE
MO
VE
D
EXI
STI
NG
UG
T
TO
RE
MAI
N
22.5°
BE
ND
PR
OP
OS
ED
UG
T
45°
BE
ND
CO
NN
EC
TI
ON
TO
EXI
STI
NG 8"
WA
TE
RLI
NE
MIN
36"
GRADE
FINISHED
8" DI WATERLINE
GRADE
EXISTING
CO
NN
EC
TI
ON
TO
PR
OP
OS
ED 8"
DI
WA
TE
RLI
NE "
M"
8"
X 8"
TE
E
CO
NN
EC
TI
ON
WI
TH
LI
NE "
O"
TE
NN
ES
SE
E
D.
O.
T.
DE
SI
GN
DI
VI
SI
ON
FI
LE
NO.
TYPE YEAR PROJECT NO.SHEET
NO.
2/4/2016
COORDINATE VALUES ARE NAD/83(1995)
AND ARE DATUM ADJUSTED BY THE
FACTOR 1.0001 & TIED TO THE TGRN.
F:\
34\34826\3482600\
CA
D\
EN
VR\
Co
nstructio
n
Dra
win
gs\
Plot\3482600_
U3-24.D
GN
2016CONST
BWSC PROJECT NO. 34826-00
BOARDUTILITIES
KNOXVILLE
HPP/STP-62(34)
S.R. 62 (WESTERN AVE.) KNOX CO.
PIN #101204.0047023-3261-14 (CONST.)
PHONE (865) 637-2810 FAX (865) 673-8554
520 West Summit Hill Drive, Suite 1202, Knoxville, Tennessee 37902
U3-25
SCALE: 1"=5’ HORIZ.
1"=50’ VERT.
PROFILE
STA.0+00 TO EOL
0+00 1+00 2+00 3+00 4+00 5+00
870
875
880
885
890
895
900
870
875
880
885
890
895
900
0+00 1+00 2+00
870
875
880
885
890
895
900
870
875
880
885
890
895
900
0+00 1+00 2+00 3+00
870
875
880
885
890
895
900
905
910
870
875
880
885
890
895
900
905
910
LINES O,P & Q
WATER
EXI
STI
NG
ST
OR
M
SE
WE
R I
E 957.50
CO
NN
EC
TI
ON
TO
EX. 10"
CI
WA
TE
RLI
NE
LINE O
LINE P
LINE Q
3+00
PR
OP
OS
ED 6"
WA
TE
R
SE
RVI
CE
45°
BE
ND
18"
CO
NC
RE
TE
ST
OR
M
SE
WE
R I
E
UN
KN
OW
N
TO
RE
MAI
N I
E 879.06
EXI
STI
NG 8"
SA
NI
TA
RY
SE
WE
R
45°
BE
ND
EXI
STI
NG 30"
CC
FM
P
SE
WE
R
TO
RE
MAI
N I
E 873.07
45°
BE
ND
8"
DI
WA
TE
RLI
NE
CO
NN
EC
TI
ON
TO
PR
OP
OS
ED
CO
NC
RE
TE
ST
OR
M
SE
WE
R I
E 890.12
PR
OP
OS
ED
UG
T
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
11.25°
BE
ND
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED 8"
SE
WE
R I
E 881.25
CO
NC
RE
TE
ST
OR
M
SE
WE
R I
E 879.19
8"
SE
WE
R
TO
BE
RE
MO
VE
D I
E 873.81
2"
WA
TE
R
TO
BE
AB
AN
DO
NE
D
EXI
STI
NG 36"
SE
WE
R
TO
RE
MAI
N I
E 861.75
45°
BE
ND
15"
ST
OR
M
SE
WE
R I
E
UN
KN
OW
N
PR
OP
OS
ED
UG
T
8"
SE
WE
R
TO
BE
RE
MO
VE
D I
E 867.98
GRADE
FINISHED
12" DI WATERLINE
MIN
36"GRADE
EXISTING
PR
OP
OS
ED
FI
RE
HY
DR
AN
T
AS
SE
MB
LY
PR
OP
OS
ED
FI
RE
HY
DR
AN
T
AS
SE
MB
LY
CO
NN
EC
TI
ON
TO
EXI
STI
NG 8"
DI
WA
TE
RLI
NE
GRADE
EXISTING
GRADE
FINISHED
8" DI WATERLINE
MIN
36"
CO
NN
EC
TI
ON
TO
EXI
STI
NG 8"
WA
TE
RLI
NE
CO
NN
EC
TI
ON
TO
EXI
STI
NG 8"
CI
WA
TE
RLI
NE
18"
CO
NC
RE
TE
ST
OR
M
SE
WE
R I
E 876.03
GRADE
FINISHED
8" DI WATERLINE
MIN
36"
8"
DI
WA
TE
RLI
NE "
N"
CO
NN
EC
TI
ON
TO
PR
OP
OS
ED
PR
OP
OS
ED
FI
RE
HY
DR
AN
T
AS
SE
MB
LY
TE
NN
ES
SE
E
D.
O.
T.
DE
SI
GN
DI
VI
SI
ON
FI
LE
NO.
TYPE YEAR PROJECT NO.SHEET
NO.
2/4/2016
COORDINATE VALUES ARE NAD/83(1995)
AND ARE DATUM ADJUSTED BY THE
FACTOR 1.0001 & TIED TO THE TGRN.
F:\
34\34826\3482600\
CA
D\
EN
VR\
Co
nstructio
n
Dra
win
gs\
Plot\3482600_
U3-25.D
GN
2016CONST
BWSC PROJECT NO. 34826-00
BOARDUTILITIES
KNOXVILLE
HPP/STP-62(34)
S.R. 62 (WESTERN AVE.) KNOX CO.
PIN #101204.0047023-3261-14 (CONST.)
PHONE (865) 637-2810 FAX (865) 673-8554
520 West Summit Hill Drive, Suite 1202, Knoxville, Tennessee 37902
U3-26
SCALE: 1"=5’ HORIZ.
1"=50’ VERT.
PROFILE
STA.0+00 TO EOL
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00
870
875
880
885
890
895
900
905
910
915
920
925
930
870
875
880
885
890
895
900
905
910
915
920
925
930
LINE R
WATER
LINE R
45°
BE
ND
EXI
STI
NG 2"
GA
S
TO
BE
RE
MO
VE
D
PR
OP
OS
ED 8"
SE
WE
R I
E 892.93
45°
BE
ND
45°
BE
ND
2"
GA
S
TO
BE
RE
MO
VE
D
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
11.25°
BE
ND
AN
D 22.5°
BE
ND
CO
NC
RE
TE
ST
OR
M I
E
UN
KN
OW
N
22.5°
BE
ND
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED
SE
WE
R
LA
TE
RA
L
PR
OP
OS
ED 8"
SE
WE
R I
E 890.24
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED
UG
T
CO
NC
RE
TE
ST
OR
M
SE
WE
R - I
E 89
5.2
9
45°
BE
ND
CO
NC
RE
TE
ST
OR
M
SE
WE
R - I
E 898.89
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
45°
BE
ND
EXI
STI
NG 8"
SE
WE
R
TO
RE
MAI
N - I
E 875.44
CO
NN
EC
TI
ON
TO
EXI
STI
NG 6"
CI
WA
TE
RLI
NE
8"
X 8"
TE
E
CO
NN
EC
TI
ON
WI
TH
LI
NE "
S"
8"
X 8"
TE
E
CO
NN
EC
TI
ON
WI
TH
LI
NE "
T"
8"
X 8"
TE
E
CO
NN
EC
TI
ON
WI
TH
LI
NE "
Q"
8" DI WATERLINE
GRADE
FINISHED
MIN
36"
GRADE
EXISTING
CO
NN
EC
TI
ON
TO
EXI
STI
NG 8"
DI
WA
TE
RLI
NE
AI
R
RE
LE
AS
E
VA
LV
E
TE
NN
ES
SE
E
D.
O.
T.
DE
SI
GN
DI
VI
SI
ON
FI
LE
NO.
TYPE YEAR PROJECT NO.SHEET
NO.
2/4/2016
COORDINATE VALUES ARE NAD/83(1995)
AND ARE DATUM ADJUSTED BY THE
FACTOR 1.0001 & TIED TO THE TGRN.
F:\
34\34826\3482600\
CA
D\
EN
VR\
Co
nstructio
n
Dra
win
gs\
Plot\3482600_
U3-26.D
GN
2016CONST
BWSC PROJECT NO. 34826-00
BOARDUTILITIES
KNOXVILLE
HPP/STP-62(34)
S.R. 62 (WESTERN AVE.) KNOX CO.
PIN #101204.0047023-3261-14 (CONST.)
PHONE (865) 637-2810 FAX (865) 673-8554
520 West Summit Hill Drive, Suite 1202, Knoxville, Tennessee 37902
U3-27
SCALE: 1"=5’ HORIZ.
1"=50’ VERT.
PROFILE
STA.0+00 TO EOL
0+00 1+00
890
895
900
905
910
890
895
900
905
910
0+00 1+00
890
895
900
905
910
915
920
890
895
900
905
910
915
920
0+00 1+00
890
895
900
905
910
915
920
890
895
900
905
910
915
920
LINE S LINE T LINE U
LINES S,T & U
WATER
45°
BE
ND
18"
CO
NC
RE
TE
ST
OR
M
SE
WE
R I
E
UN
KN
OW
N
PR
OP
OS
ED 8"
SE
WE
R I
E 897.10
6"
WA
TE
R
TO
BE
RE
MO
VE
D
EXI
STI
NG 2"
GA
SC
ON
CR
ET
E
ST
OR
M
SE
WE
R I
E 897.27
PR
OP
OS
ED 2"
GA
S
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
PR
OP
OS
ED
WA
TE
R
SE
RVI
CE
45°
BE
ND
CO
NN
EC
TI
ON
TO
EXI
STI
NG 8"
WA
TE
RLI
NE
CO
NN
EC
TI
ON
TO
EXI
STI
NG 6"
CI
WA
TE
RLI
NE
CO
NN
EC
TI
ON
TO
PR
OP
OS
ED 8"
DI
WA
TE
RLI
NE "
R"
8" DI WATERLINE
MIN
36" GRADE
EXISTING
GRADE
FINISHED
WATERLINE
8" DI
MIN
36"
CO
NN
EC
TI
ON
TO
EXI
STI
NG 8"
DI
WA
TE
RLI
NE
CO
NN
EC
TI
ON
TO
PR
OP
OS
ED 8"
DI
WA
TE
RLI
NE "
R"
GRADE
EXISTING
GRADE
FINISHED
8"
X 8"
TE
E
CO
NN
EC
TI
ON
WI
TH
LI
NE
D
GRADE
EXISTING
MIN
36"
WATERLINE
8" DI
TE
NN
ES
SE
E
D.
O.
T.
DE
SI
GN
DI
VI
SI
ON
FI
LE
NO.
TYPE YEAR PROJECT NO.SHEET
NO.
2/4/2016
COORDINATE VALUES ARE NAD/83(1995)
AND ARE DATUM ADJUSTED BY THE
FACTOR 1.0001 & TIED TO THE TGRN.
F:\
34\34826\3482600\
CA
D\
EN
VR\
Co
nstructio
n
Dra
win
gs\
Plot\3482600_
U3-27.D
GN
2016CONST
BWSC PROJECT NO. 34826-00
BOARDUTILITIES
KNOXVILLE
HPP/STP-62(34)
S.R. 62 (WESTERN AVE.) KNOX CO.
PIN #101204.0047023-3261-14 (CONST.)
PHONE (865) 637-2810 FAX (865) 673-8554
520 West Summit Hill Drive, Suite 1202, Knoxville, Tennessee 37902
U3-28
SCALE: 1"=5’ HORIZ.
1"=50’ VERT.
PROFILE
STA.0+00 TO EOL
LINE V
WATER
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00
880
885
890
895
900
905
910
915
920
925
930
935
940
880
885
890
895
900
905
910
915
920
925
930
935
940
LINE V
CO
NN
EC
TI
ON
TO
PR
OP
OS
ED 24"
DI
WA
TE
RLI
NE
45°
BE
ND
45°
BE
ND
PR
OP
OS
ED 8"
SE
WE
R
LA
TE
RA
L
8"
SE
WE
R
TO
BE
AB
AN
DO
NE
D
WA
TE
R
SE
RVI
CE
TO
BE
RE
MO
VE
D
18"
CO
NC
RE
TE
ST
OR
M
SE
WE
R - I
E 910.16
6"
GA
S
TO
BE
RE
MO
VE
D
PR
OP
OS
ED 8"
SE
WE
R - I
E 906.60
6"
WA
TE
R
TO
BE
RE
MO
VE
D
PR
OP
OS
ED 8"
GA
S I
N 12"
ST
EE
L
CA
SI
NG
PR
OP
OS
ED 6"
WA
TE
RLI
NE
SE
WE
R
LA
TE
RA
L
TO
BE
AB
AN
DO
NE
D
GA
S
SE
RVI
CE
TO
BE
AB
AN
DO
NE
D
GA
S
SE
RVI
CE
TO
BE
AB
AN
DO
NE
D18"
CO
NC
RE
TE
ST
OR
M
SE
WE
R - I
E 908.28
SE
WE
R
LA
TE
RA
L
TO
BE
AB
AN
DO
NE
DP
RO
PO
SE
D
SE
WE
R
LA
TE
RA
L
GA
S
SE
RVI
CE
TO
BE
AB
AN
DO
NE
D
SE
WE
R
LA
TE
RA
L
TO
BE
AB
AN
DO
NE
D
PR
OP
OS
ED
SE
WE
R
LA
TE
RA
L
GA
S
SE
RVI
CE
TO
BE
AB
AN
DO
NE
D
18"
CO
NC
RE
TE
ST
OR
M
SE
WE
R - I
E 896.40
PR
OP
OS
ED 6"
WA
TE
R
PR
OP
OS
ED 8"
SE
WE
R
LA
TE
RA
L
6"
WA
TE
R
TO
BE
RE
MO
VE
D
2"
GA
S
TO
BE
RE
MO
VE
D
2"
GA
S
PR
OP
OS
ED I
N 6"
ST
EE
L
CA
SI
NG
UG
T
TO
BE
AB
AN
DO
NE
D
PR
OP
OS
ED
UG
T
SE
WE
R
LA
TE
RA
L
TO
BE
AB
AN
DO
NE
D
18"
CO
NC
RE
TE
ST
OR
M
SE
WE
R - I
E 891.37
PR
OP
OS
ED 8"
GA
S I
N 12"
ST
EE
L
CA
SI
NG
PR
OP
OS
ED
FI
RE
HY
DR
AN
T
AS
SE
MB
LY
PR
OP
OS
ED
FI
RE
HY
DR
AN
T
AS
SE
MB
LY
GRADE
EXISTING
8" DI WATERLINE GRADE
FINISHED
MIN
36"
CO
NN
EC
TI
ON
TO
PR
OP
OS
ED 8"
DI
WA
TE
RLI
NE "
L"
TE
NN
ES
SE
E
D.
O.
T.
DE
SI
GN
DI
VI
SI
ON
FI
LE
NO.
TYPE YEAR PROJECT NO.SHEET
NO.
2/4/2016
COORDINATE VALUES ARE NAD/83(1995)
AND ARE DATUM ADJUSTED BY THE
FACTOR 1.0001 & TIED TO THE TGRN.
F:\
34\34826\3482600\
CA
D\
EN
VR\
Co
nstructio
n
Dra
win
gs\
Plot\3482600_
U3-28.D
GN
2016CONST
BWSC PROJECT NO. 34826-00
BOARDUTILITIES
KNOXVILLE
HPP/STP-62(34)
S.R. 62 (WESTERN AVE.) KNOX CO.
PIN #101204.0047023-3261-14 (CONST.)
PHONE (865) 637-2810 FAX (865) 673-8554
520 West Summit Hill Drive, Suite 1202, Knoxville, Tennessee 37902
