job no. 564804 - tn
TRANSCRIPT
AASHTO
ABUT.AC.ACACC.ACCEL.ACSADLADTAGG.AH.ALUM.APPR.APPROX.ASP.ASTMAVG.
BBAR.BAL.BCCMPBEG.B.G.BK.BIT.BL.BLDG.BLVD.B.M.BN.BOR.BOTT.BR.BTWN.
CATVC.A.CALC.C.B.C.C.CFSC&GCH.CH. CH.C.I.P.
STANDARD ABBREVIATIONSE.S.ESMT.E.W.EX.EXC.EXCL.EXT.
FF.A.FAPFASFED.F.G.F.H.W.A.FIN.FL.EL.F.L.FLG.FOCF.P.FR.RD.FT.
F/FFUT.
GGA.GAL.GALV.GAR.GPHGPMGR.G.R.GRAN.GT.G.V.GW
H.C.M.HD.HOHOCPCHOR.HSE.
NN.A.D.NBLN.G.S.N.I.C.NO.
O.D.O.H.O.H.W.RO.P.OUT
PBP.C.P.C.F.P.C.O.P.I.PKWY.PL.P.L.P.O.C.P.O.S.T.P.O.T.PRES.PROJ.PROP.P.S.F.P.S.I.P.S.Y.PT.P.T.PVCPVMT.PVT.PWR.
QQUAN.
RRC
RCPRCPARDSYLRD.RDY.
REF.REINF.RELOC.REM.REQD.RES.REV.R.L.R.O.W.R.R.RSSWLRT.RTE.RY.
SSBLSBSTS.C.SCH.S.D.S.E.SEC.S.F.SHLD.SHR.SHT.SL.S.L.S.P.SPA.SPEC.SPECS.SPR.D.SQ.S.R.S.R. OR ST.RT.ST.S.T.
STA.STAB.STD.STL.STN.ST.P.STR.
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II.D.IN.INCL.INV.I.P.
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LB.LB/FTL.C.L.F.LIN.FT.LGTH.LIN.LOC.L.P.LS
L.S.L.T.LT.
MATL.MAX.MCPL.MED.M.G.M.H.MI.MIN.MIN.AGG.MOD.MON.MPHMUTCD
C.I.S.CK.CL.CLCMCMPCMPACO.COM.CONC.CONN.CONST.CONT.CR.C.R.S.I.C.S.CULV.C.Y.
DD.A.DBSTDBYLDECELDS
DHVD.I.DIA.DR.DWG.DSYLDWLDYL
EEEBLECMECPEL. OR ELEV.ELONG.EMB.ENGR.ENT.E.P.EQ.ES
STRUC.SURV.SWL.S.W.S.Y.SBWLSBYLSSWLSSYL
TTC
TD
TDOTTEMP.TGRNTHK.TNPK.S.F.SHLD.SHR.SHT.SL.S.L.S.P.SPA.SPEC.SPECS.T.P.TR.TS
T.S.T.V.A.TYP.
UGU.L.UNCL.EX.U.P.U.S.U.S.C.E.
VVAR.V.C.V.C.P.
VERT.VOVOCPCV.P.C.V.P.I.V.P.O.C.V.P.T.
WW/WBLWD.P.WGT.W.L.W.M.W.V.W.W.
XC
X-INGX-RD.X-SEC.
YC
-AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS-ABUTMENT-ACRE-ASPHALT CEMENT-ACCESS-ACCELERATION-ASPHALTIC CONCRETE SURFACE-AVERAGE DAILY LOADING-AVERAGE DAILY TRAFFIC-AGGREGATE-AHEAD-ALUMINUM-APPROACH-APPROXIMATE-ASPHALT-AMERICAN SOCIETY FOR TESTING AND MATERIALS-AVERAGE
-BRICK-BARRIER-BALANCE-BITUMINOUS COATED CORRUGATED METAL PIPE-BEGINNING-BELOW GRADE-BACK-BITUMINOUS-BLOCK-BUILDING-BOULEVARD-BENCH MARK-BARN-BORROW-BOTTOM-BRIDGE-BETWEEN
-CABLE TV-CONTROLLED ACCESS-CALCULATED-CATCH BASIN-CENTER TO CENTER-CUBIC FEET PER SECOND-CURB AND GUTTER-CHANNEL-CHANNEL CHANGE-CAST IRON PIPE
-EDGE OF SHOULDER-EASEMENT-END WALL-EXISTING-EXCAVATION-EXCLUDING-EXTENSION
-FRAME-FEDERAL AID-FEDERAL AID PRIMARY-FEDERAL AID SECONDARY-FEDERAL-FINISHED GRADE-FEDERAL HIGHWAY ADMINISTRATION-FINISHED-FLOOR ELEVATION-FLOW LINE-FLANGE-FIBER OPTIC CABLE-FIRE PLUG-FRONTAGE ROAD-FOOT OR FEET
-FOOT PER FOOT-FUTURE
-GAS (PUMP OR UTILITY)-GAUGE-GALLON-GALVANIZED-GARAGE-GALLONS PER HOUR-GALLONS PER MINUTE-GRADE OR GRADED OR GRAVEL-GUARD RAIL-GRANULAR-GRATE-GAS VALVE-GUY WIRE
-HIGHWAY CAPACITY MANUAL-HEAD-HORIZONTAL OVAL-HORIZONTAL OVAL CONCRETE PIPE CULVERT-HORIZONTAL-HOUSE
-NORTH-NORTH AMERICAN DATUM-NORTHBOUND LANE-NATIONAL GEODETIC SURVEY-NOT IN CONTRACT-NUMBER
-OUTSIDE DIAMETER-OVERHEAD-ORDINARY HIGH WATER-OVERPASS-OUTLET
-PEDESTRIAN PUSHBUTTON-POINT OF CURVATURE-POUNDS PER CUBIC FOOT-PILE CUT OFF-POINT OF INTERSECTION-PARKWAY-PLACE-PAPER LOCATED-POINT ON CURVE-POINT ON SUBTANGENT-POINT ON TANGENT-PRESENT-PROJECT-PROPOSED-POUND PER SQUARE FOOT-POUND PER SQUARE INCH-POUND PER SQUARE YARD-POINT-POINT OF TANGENCY-POLYVINYL CHLORIDE-PAVEMENT-PRIVATE-POWER
-DESIGN DISCHARGE (CUBIC FEET PER SECOND)-QUANTITY
-RADIUS OF CIRCULAR CURVE W/O SPIRALS-RADIUS OF CIRCULAR CURVE WITH SPIRALS-REINFORCED CONCRETE PIPE-REINFORCED CONCRETE PIPE ARCH-REMOVABLE DOUBLE SOLID YELLOW LINE-ROAD-ROADWAY
-REFUSAL-REINFORCED-RELOCATION-REMAINDER-REQUIRED-RESIDENCE-REVISED-REFUSAL LINE-RIGHT-OF-WAY-RAILROAD-REMOVABLE SINGLE SOLID WHITE LINE-RIGHT-ROUTE-RAILWAY
-SOUTH-SOUTHBOUND LANE-SINGLE BITUMINOUS SURFACE TREATMENT-SPIRAL TO CURVE-SCHOOL-SIDE DRAIN-SUPERELEVATION-SECTION-SQUARE FOOT-SHOULDER-SHRINKAGE-SHEET-SLOPE-STATE LINE-SUPPORT POLE-SPACE-SPECIAL-SPECIFICATION-SPRING DRAIN-SQUARE-SOLID ROCK-STATE ROUTE-STREET OR STATE-SPIRAL TO TANGENT OR SHORT TANGENT OR SPIRAL-STATION-STABILIZED-STANDARD-STEEL-STONE-STRAIN POLE-STRENGTH OR STRAIGHT
-HEIGHT-HIGH WATER-HIGHWAY-HIGH STRENGTH-HASH WHITE LINE-HASH YELLOW LINE
-INTERSTATE-INSIDE DIAMETER-INLET-INCLUDE-INVERT-IRON PIN
-JUNCTION-JOINT
-LENGTH OF CIRCULAR CURVE W/O SPIRALS-LENGTH OF CIRCULAR CURVE WITH SPIRALS-POUND-POUND PER FOOT-STRAIGHT LINE DISTANCE BETWEEN T.S. AND S.C.-LINEAR FEET-LINEAR FEET-LENGTH-LINEAR-LOCATION-LIGHT POLE-LENGTH OF SPIRAL-LUMP SUM-LONG TANGENT OF SPIRAL-LEFT
-MATERIAL-MAXIMUM-MUNICIPAL-MEDIUM-THOUSAND GALLONS-MANHOLE-MILE-MINIMUM-MINERAL AGGREGATE-MODIFY OR MODIFIED-MONUMENT-MILES PER HOUR-MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
-CONSTRUCTION IDENTIFICATION SIGN-CREEK-CLASS-CENTERLINE-CORRUGATED METAL-CORRUGATED METAL PIPE-CORRUGATED METAL PIPE ARCH-COUNTY OR COMPANY-COMMON-CONCRETE-CONNECTION-CONSTRUCTION-CONTINUE-CRUSHED-CONCRETE REINFORCING STEEL INSTITUTE-CURVE TO SPIRAL-CULVERT-CUBIC YARD
-DEGREE OF CURVATURE ON CURVE W/O SPIRALS-DRAINAGE AREA-DOUBLE BITUMINOUS SURFACE TREATMENT-DOUBLE BROKEN YELLOW LINE-DECELERATION-DEGREE OF CURVATURE ON CURVE WITH SPIRALS-DESIGN HOURLY VOLUME-DROP INLET-DIAMETER-DRIVE-DRAWING-DOUBLE SOLID YELLOW LINE-DOTTED WHITE LINE-DOTTED YELLOW LINE
-EXTERNAL DISTANCE ON CURVE W/O SPIRALS-EAST-EASTBOUND LANE-EXISTING CONCRETE MONUMENT-EXISTING CONCRETE POST-ELEVATION-ELONGATED-EMBANKMENT-ENGINEER-ENTRANCE-EDGE OF PAVEMENT-EQUATION-EXTERNAL DISTANCE ON CURVE WITH SPIRALS
-STRUCTURE-SURVEY-SWELL-SIDEWALK-SQUARE YARD-SINGLE BROKEN WHITE LINE-SINGLE BROKEN YELLOW LINE-SINGLE SOLID WHITE LINE-SINGLE SOLID YELLOW LINE
-SUBTANGENT LENGTH ON CURVE W/O SPIRALS-TANGENT LENGTH FROM S.C. OR C.S. TO INTERSECTION OF TANGENTS-TRENCH DEPTH
-TENNESSEE DEPARTMENT OF TRANSPORTATION-TEMPORARY-TENNESSEE GEODETIC REFERENCE NETWORK-THICKNESS-TURNPIKE-SQUARE FOOT-SHOULDER-SHRINKAGE-SHEET-SLOPE-STATE LINE-SUPPORT POLE-SPACE-SPECIAL-SPECIFICATION-TURNING POINT-TRACK-SUBTANGENT LENGTH ON CURVE WITH SPIRAL-TANGENT TO SPIRAL-TENNESSEE VALLEY AUTHORITY-TYPICAL
-UNDERGROUND-URBAN LIMITS-UNCLASSIFIED EXCAVATION-UNDERPASS-UNITED STATES-UNITED STATES CORPS OF ENGINEERS
-DESIGN SPEED-VARIABLE-VERTICAL CURVE-VITRIFIED CLAY PIPE
-VERTICAL-VERTICAL OVAL-VERTICAL OVAL CONCRETE PIPE CULVERT-VERTICAL POINT OF CURVATURE-VERTICAL POINT OF INTERSECTION-VERTICAL POINT ON CURVE-VERTICAL POINT OF TANGENCY
-WEST-WITH-WESTBOUND LANE-WOOD POLE-WEIGHT-WATER LEVEL-WATER METER-WATER VALVE-WING WALL
-SPIRAL COORDINATE-CROSSING-CROSS-ROAD-CROSS-SECTION
-SPIRAL COORDINATE
56
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POINT REPAIR #1
NORTHINGPOINT REPAIR SCHEDULEEASTING DEPTH REMARKSLOCATION
18'1 798804.7457 1957498.9657 PIPE POINT REPAIR796825.8675 1957237.4488 12.5' REPLACE EXISTING MANHOLE2
POINT REPAIR #2
CH
UR
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ST
.
C
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C
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.
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5
2
231 L
.F. O
F 8
" S
DR
26 P
VC
@ 1
.15%
EXISTING GROUND
940
945
950
955
960
965
0+00 1+00 2+00
MH
# 261 (R
EP
LA
CE
E
XIS
T.)
ST
A: 0+
00
TO
C: 953.93
IN
V IN
: 949.39
IN
V O
UT
: 949.29
MH
# 262 (R
EP
LA
CE
E
XIS
T.)
ST
A: 2+
31
TO
C: 959.31
IN
V IN
: 952.15
IN
V O
UT
: 952.05
EXISTING 4" WATER LINE
EXISTING 1" GASLINE
940
945
950
955
960
965
2+31
4
56
48
04
J.D
.C
.
J.D
.C
.
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.
LAFA
YE
TT
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N (
61
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66
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64
8 H
IGH
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2 B
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ASS
W.
MID
- T
EN
N
EN
GIN
EE
RIN
G C
O.
AS
N
OT
ED
PLAN VIEWSCALE: 1" = 20'
PROFILE VIEWSCALE: H: 1" = 20' V: 1" = 3'
3/1
7/2
0
10
395 L.F
. OF 8
" S
DR
26 P
VC @
0.7
0%
EXISTING ASPHALT
960
965
970
975
980
985
0+00 1+00 2+00 3+00
MH
# 258 (R
EP
LA
CE
E
XIS
T.)
ST
A: 0+
00
TO
C: 973.76
IN
V IN
: 967.13
IN
V O
UT
: 967.03
MH
# 259 (R
EP
LA
CE
E
XIS
T.)
ST
A: 3+
95
TO
C: 976.22
IN
V IN
: 970.03
IN
V O
UT
: 969.93
3+95
5
56
48
04
J.D
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.
J.D
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.
E.J.W
.
LAFA
YE
TT
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N (
61
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66
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SC
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NN
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BY
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64
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IGH
WA
Y 5
2 B
YP
ASS
W.
MID
- T
EN
N
EN
GIN
EE
RIN
G C
O.
AS
N
OT
ED
PLAN VIEWSCALE: 1" = 20'
PROFILE VIEWSCALE: H: 1" = 20' V: 1" = 3'
3/1
7/2
0
10
960
965
970
955
950
945
960
965
970
955
950
945
279 L.F. OF 8"
SDR 26 PVC @
0.57%
MH
# 274 (R
EP
LA
CE
E
XIS
T.)
ST
A: 0+
00
TO
C: 957.78
IN
V IN
: 946.69
IN
V O
UT
: 946.59
MA
TC
H LIN
E
ST
A. 2+
79
SH
EE
T 6
SH
EE
T 7
EXIST. GROUND
0+00 1+00 2+00
6
56
48
04
J.D
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.
J.D
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.
E.J.W
.
LAFA
YE
TT
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N (
61
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66
6-2
38
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EV
IS
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NS
DE
SC
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NN
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DA
TE
BY
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64
8 H
IGH
WA
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2 B
YP
ASS
W.
MID
- T
EN
N
EN
GIN
EE
RIN
G C
O.
AS
N
OT
ED
PLAN VIEWSCALE: 1" = 20'
PROFILE VIEWSCALE: H: 1" = 20' V: 1" = 3'
3/1
7/2
0
10
3+00
4+00 5+006+00 7+00 8+00
960
965
970
955
950
945
174 L.F. OF 8" SDR 26 PVC @
0.40%
311 L.F
. O
F 8"
S
D
R
26 P
V
C
@
1.97%
MH
# 277 (R
EP
LA
CE
E
XIS
T.)
ST
A: 7+
76
TO
C: 965.77
IN
V IN
: 955.38
IN
V O
UT
: 955.28
MH
# 276 (R
EP
LA
CE
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T.)
ST
A: 6+
02
TO
C: 960.99
IN
V IN
: 954.58
IN
V O
UT
: 954.48
MH
# 275 (R
EP
LA
CE
E
XIS
T.)
ST
A: 2+
91
TO
C: 954.23
IN
V IN
: 948.35
IN
V O
UT
: 948.25
MA
TC
H LIN
E
ST
A. 8+
79
SH
EE
T 7
SH
EE
T 8
MA
TC
H LIN
E
ST
A. 2+
79
SH
EE
T 6
SH
EE
T 7
EXIST. GROUND
960
965
970
955
950
945
103 L.F. OF 8"
SDR 26 PVC @ 0.46%
12 L.F. OF 8" SDR 26 PVC @ 0.57%
7
56
48
04
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LAFA
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W.
MID
- T
EN
N
EN
GIN
EE
RIN
G C
O.
AS
N
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PLAN VIEWSCALE: 1" = 20'
PROFILE VIEWSCALE: H: 1" = 20' V: 1" = 3'
3/1
7/2
0
10
9+00
960
965
970
975
980
955
149 L.F
. OF 8
" S
DR
26 P
VC
@ 0
.81%
291 L.F. OF 8" SDR 26 PVC @
0.48%
159 L.F. OF 8" SDR 26 PVC @
0.40%
MH
# 221 (R
EP
LA
CE
E
XIS
T.)
ST
A: 14+
78
TO
C: 979.02
IN
V IN
: 959.32
IN
V. IN
959.32 (LIN
E 17-L-1)
IN
V O
UT
: 959.22
MH
# 231 (R
EP
LA
CE
E
XIS
T.)
ST
A: 13+
29
TO
C: 974.38
IN
V IN
: 958.02
IN
V O
UT
: 957.92
MH
# 277A
ST
A: 10+
38
TO
C: 966.89
IN
V IN
: 956.52
IN
V O
UT
: 956.42
6+00
OPEN CUT 30 L.F. OF 16" x 0.25" THK.
STEEL CASING PIPE BENEATH ELLINGTON DR.
SEE DETAIL NOS. 9, 10, & 11 ON SHEET NO. 9.
C
L
(ELLINGTON DR.)
MA
TC
H LIN
E
ST
A. 8+
79
SH
EE
T 7
SH
EE
T 8
EXIST. GROUND
EXISTING 6" WATER LINE
10+00 11+00 12+00 13+00 14+00 14+79
960
965
970
975
980
955
C
L
(MEADOR DR.)
18'
8
56
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LAFA
YE
TT
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N (
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- T
EN
N
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EE
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AS
N
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ED
PLAN VIEWSCALE: 1" = 20'
PROFILE VIEWSCALE: H: 1" = 20' V: 1" = 3'
3/1
7/2
0
10
TENNESSEE ONE CALL
1
EXCAVATION TRENCH
DETAIL
SCALE: N.T.S.
5
FORCE MAIN SEWER TRENCH IN BITUMINOUS SURFACE
DETAIL
SCALE: N.T.S.
2
SEWER TRENCH IN EARTH
DETAIL
SCALE: N.T.S.
6
SEWER MAIN TRENCH IN GRAVEL DRIVEWAY
DETAIL
SCALE: N.T.S.
3
SEWER TRENCH IN ROCK
DETAIL
SCALE: N.T.S.
PIPE SUPPORT SPACING, MAX. DEFLECTION, & TRENCH WIDTH
TABLE
8
4
SEWER TRENCH IN STREAM
DETAIL
SCALE: N.T.S.
DETAIL
13
SCALE: N.T.S.
9
SCALE: N.T.S.HIGHWAY CROSSING
SECTION A-A
11
DETAIL
SCALE: N.T.S.
10
SCALE: N.T.S.
7
DETAIL
DETAIL
STEEL CASING PIPE
TABLE
HIGHWAY CROSSING (BORE AND JACK CASING WHERE NOTED; OPEN-CUT OTHEWISE)
SEWER MARKER
FUTURE GRAVITY SEWER SERVICE TEE
Know what's
R
TYPICAL CONCRETE CHANNEL
12
SCALE: N.T.S.
DETAIL
15
SCALE: N.T.S.
DETAIL
SEWER TRENCH IN BITUMINOUS SURFACE W/ OVERLAY
14
SCALE: N.T.S.
DETAIL
9
10
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BY
CK
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LAFA
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N (
61
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66
6-2
38
52
04
W. L
OC
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ST
.
MID
- T
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EN
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EE
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O.
E.J.W
.
J.D
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.
NEOPRENE - EPDM MANHOLE BOOT
TYPICAL PRECAST MANHOLE
8
SECTION
SCALE: N.T.S.
6
SCALE: N.T.S.
1
SCALE: N.T.S.
2
SCALE: N.T.S.
3
SECTION
SCALE: N.T.S.
4
SCALE: N.T.S.
7
DETAIL
SCALE: N.T.S.
5
DETAIL
SCALE: N.T.S.
9
SCALE: N.T.S.
TYPICAL SILT FENCE (TYPE "B")
DETAILDETAIL
STANDARD WATERTIGHT MANHOLE FRAME AND COVER
DETAIL
STANDARD UTILITY CROSSING SEPARATION
TYPICAL NON-TRAFFIC CLEAN-OUT ASSEMBLY
INSTALLED GRAVITY SERVICE DETAIL TYPICAL TRAFFIC CLEAN-OUT ASSEMBLY
DETAIL
NOTE: XYPEX BRAND WATERTITE ADDITIVE (C-SERIES) SHALL BE INCLUDED IN CONCRETE MIX
PRIOR TO MANHOLE CASTING. INTENTIO
NALLY
LEFT
BLANK
CAST IN PLACE CONCRETE HEADWALL
DETAIL
10
DETAIL
SCALE: N.T.S.FLOWABLE FILL
10
10
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