B08_Attachment_12__GRSM_149285_149368_Drawings_Water_0001.pdf
PDF 40 MB Posted
- Attached to
- GRSM 149368 Rehabilitate Sugarlands Headquarters
- Solicitation number
- 140P2024R0032
About this file
This document appears to be a set of drawings related to the Solicitation Number 140P2024R0032 for the GRSM 149368 Rehabilitate Sugarlands Headquarters project, as well as the GRSM 149285 Rehab Sugarlands Water and Wastewater Systems project. The solicitation is being issued by the National Park Service, which is a civilian federal agency under the Department of the Interior. The document does not provide additional details on the required products or services, response dates, award details, pricing terms, or set asides. It appears to be a supporting attachment containing technical drawings for the water and wastewater systems at the Sugarlands Headquarters location.
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Text version
Xref J:\SURVEY\SV2021\GRSM NPS WL IMP\4.0_Data_Ref_Info\Sheet Grid.dwg
CONTRACT # GRSM 149285
SHEET INDEX AND LEGENDR. SMITH
T. ALEKSIN
T. YOUNG
02/16/2024
10317619G001 2 56
133/168919
NO. SHEET DESCRIPTION
1 G000 COVER SHEET
2 G001 SHEET INDEX AND LEGEND
3 G002 KEY MAP & CONTROL POINT PLAN
6 C001 WATER LINE AB, SANITARY SEWER REHAB
7 C002 WATER LINE AB, ELECTRICAL CONDUIT, SANITARY SEWER REHAB
8 C003 WATER LINES A,AB, & B, ELECTRICAL CONDUIT, SANITARY SEWER REHAB
9 C004 WATER LINES A, B, C & K, ELECTRICAL CONDUIT, SANITARY SEWER REHAB
10 C005 WATER LINES C, E, F & G, ELECTRICAL CONDUIT
11 C006 WATER LINES C & H
12 C007
ENLARGED WATER TANKS PLAN, WATER LINES A & B13
C008 WATER LINE G14
C009 WATER LINE G15
C010 SANITARY SEWER REHAB, EROSION & SEDIMENT CONTROL PLAN16
C01117
C012 SANITARY SEWER REHAB18
C013 SANITARY SEWER REHAB19
WATER MAIN DETAILS
C014 ENLARGED HQ ROAD PUMP HOUSE SITE PLAN
C015 PUMP HOUSE ADDITION FLOOR PLAN
C101 GRAVITY SEWER PLAN AND PROFILE
C102 GRAVITY SEWER DETAILS MANHOLE DETAILS
C007A
WATER LINES A, B, I, J & K, SANITARY SEWER REHAB
C106 C107
WATER MAIN & MISC. DETAILS
C203
C204
C205
C206 EROSION AND SEDIMENT CONTROL PLAN
C208 EROSION AND SEDIMENT CONTROL PLAN
C209 EROSION AND SEDIMENT CONTROL PLAN
C210 EROSION AND SEDIMENT CONTROL DETAILS
DRAWING INDEX
S1 PLANS
S2 SECTIONS
S3 STRUCTURAL GENERAL NOTES
S4 S5
P1
PLUMBING FLOOR PLANS
M1 HVAC LEGENDS AND ABBREVIATIONS
STRUCTURAL STANDARD DETAILS
STRUCTURAL STANDARD DETAILS
A10 CODE SUMMARY AND LIFE SAFETY PLAN
A11 PLANS
A20 ELEVATIONS
A21 A30
SECTION AND DETAILS
SCHEDULES AND DETAILS
E1 ELECTRICAL LIGHTING AND POWER PLANS
WATER MAIN DETAILS
C105
C104
M2 HVAC FLOOR PLAN
STONE & ASPHALT CURBING DETAILS
C108
TREE PROTECTION DETAILS
G003 ENLARGED WATER LINE KEY MAP
C211 EROSION AND SEDIMENT CONTROL DETAILS
C103 GRAVITY SEWER & ELECTRICAL DETAILS
G004 GENERAL NOTES AND CONSTRUCTION NOTES
C300 PIPE BURSTING WATER LINE AA (ALTERNATE)
C202 ANNEX PROJECT LIMITS OF CONSTRUCTION
C201 STAGING / LAYDOWN AREA
SANITARY SEWER REHAB, EROSION & SEDIMENT CONTROL PLAN
P2
PLUMBING DETAILS & SCHEDULES
EROSION AND SEDIMENT CONTROL PLAN, STAGING / LAYDOWN AREA
EROSION AND SEDIMENT CONTROL PLAN, STAGING / LAYDOWN AREA
EROSION AND SEDIMENT CONTROL PLAN, STAGING / LAYDOWN AREA
36 C207 STAGING / LAYDOWN AREA
3/21/202403/25/2024
WM
WM
W M
W M
W M
WM
WM
WM
W M
WM
WM
WF
WF
WM
WM
WM
WM
WM
WM
WM
CP 104
CP 201
CP 200
CP 105
Horizontal Datum is Tennessee State Plane Coordinate Grid System-NAD 83 (2011) Vertical Datum is NAVD 88
CP 102
CP 103
CP 102 501471.067 2699601.291 1475.647 1/2" IPC
CP 103 501381.445 2699463.616 1478.660 1/2" IPC
CP 104 502599.692 2698508.558 1583.922 1/2" IPC
CP 105 502554.715 2698437.925 1626.663 1/2" IPC
CP 200 503661.262 2701135.085 1431.400 IPC
CP 201 503574.537 2701055.805 1436.586 IPC
NUMBER NORTHING EASTING ELEVATION DESCRIPTION
CONTROL POINTS
KEY MAP &R. SMITH
T. ALEKSIN
T. YOUNG
02/16/2024
10317619G002 3 56
CONTROL POINT PLAN
133/168919
1540 1545
451555
142914
1467 1465 14
14701471
5 144
0 14
14601455
10 15
1417 1416
1417 1415
STORAGE
BUILDING
CONCRETE
PAD
ROCK
SIGN
"TRAIL
INFO"
24" CMP
INV=1417.05
OVERHEAD
WIRES
(TYP.)
ELECTRIC
BOX
UTILITY
POLE
UTILITY
POLE
UTILITY
POLE
GUY WIRE
SEWER MH A30
RIM=1428.05
INV=1424.42
INV=1424.45
SEWER MH A28
RIM=1424.86
INV=1419.44
INV=1419.40
SEWER MH A27
RIM=1424.43
INV=1418.79
INV=1418.73
WATER
VALVE
8" CONC.
8" CONC.
8" CONC.
STONE
WALL
UTILITY
POLE
GRAVEL
GRAVELSIGN
"SPEED
LIMIT"
ROCK
15" CMP
INV=NOT
ACCESSIBLE
15" CMP
INV=NOT
ACCESSIBLE
SEWER MH A31
RIM=1431.19
INV= 1427.52
WATER
LINE
WATER
LINE
GRAVEL
ASPHALTSTONE
WALL
UTILITY
POLE
SHED
BOLLARD
(TYP.)
CONCRETE
CONCRETE
PAD
CENTERLINE
DITCH
(TYP.)
CHAIN
LINK
FENCE
GRAVEL
WEATHER
STATION
BASKETBALL
GOAL
FLAG
POLE
WHEEL
STOP
(TYP.)
RIP RAP
SIGN
"SPEED
LIMIT"
SPEED
BUMP
ROCK
HEADWALL
INV=1414.10
LIGHT
POLE
PROPANE
TANK ON
CONCRETE
PAD
GAS
LINE
PROPANE
PUMP
SEWER MH A26A
RIM=1417.95
INV=1412.08
INV=1412.03
GRAVEL
WATER
VALVE
SPIGOT
SPIGOT
UTILITY
POLE
1-STY
BUILDING
CONCRETE
PAD
CHAIN
LINK
FENCE
WATER
VALVE
OVERHEAD
WIRES
(TYP.)
UTILITY
POLE
WHEEL
STOP
(TYP.)
UTILITY
POLE &
METER
1-STY
BUILDING
12" CMPINV=1414.32
12" CMPINV=1414.36
12" RCPINV=1413.75
ELECTRIC
BOX
UTILITY
POLE
WOOD
BORDERCHAIN
LINK
FENCE
12" CMPINV=1415.63
12" CMPINV=1415.71
OVERHEAD
WIRES
(TYP.)
UTILITY
POLE
SIGN
"INFO"
RIP RAP
ROCK
HEADWALL
CHAIN
LINK
FENCE
SIGN
"TRAIL
INFO"
BOLLARDS
KEYPAD 12" RCPINV=1415.91
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT ASPHALT
GRAVEL
GRAVEL
8" CONC.
CHAIN
LINK
FENCE
12" RCPINV=1415.97
GRAVEL
ASPHALT
ASPHALT
ASPHALT
EXISTING
CONCRETE MONUMENT
GRSM 2
EXISTING
CONCRETE MONUMENT
GRSM 1
28" HEMLOCK
12" BIRCH
18" HICKORY
16" HICKORY
14" BIRCH14" HICKORY
14" HICKORY
13" HICKORY
24" ELM
15" POPLAR
24" POPLAR
18" HICKORY
18" HICKORY
12" HICKORY
15" HICKORY
30" HICKORY
28" HEMLOCK
ASPHALT
24" HICKORY
12" HEMLOCK
12" HEMLOCK28" HICKORY
18" HEMLOCK
24" HEMLOCK
24" POPLAR
18" HICKORY
15" HICKORY
13" HICKORY
12" HEMLOCK
50" HICKORY18" HEMLOCK
30" HICKORY
30" HICKORY
ELECTRIC
BOX
METAL FES
INV=1419.02
WM
HEADQUARTERS BUILDINGPORCH
BUILDING O/H (TYP.)
FF=1463.27
DOOR TOP OF
STEPSFF=1452.82
DOOR BELOW
STEPS
FF=1452.85
FF=1452.81
STONE CURB
(TYP.)
STONE
CURB
(TYP.)
CONCRETE
CURB (TYP.)
COLUMN
(TYP.)
CONCRETE
WALK
(TYP.)
CONCRETE
WALK(TYP.)
DUMPSTERPAD
ASPHALT
WOOD SPLIT
RAIL FENCE
HANDRAIL
(TYP.)
PAVEMENT
PATCH
SIGN
(TYP.)
STONE
STEPS
TIMBER
CURB
STONE
BORDER
(TYP.)
STONE
WALL
DOWNSPOUT
(TYP.)
STORM YDI
RIM=1451.20
INV=1448.59
SEWER MH A36A
RIM=1455.04
INV=1448.09
INV=1447.98
STORM DI
RIM=1453.90
INVERTS
INACCESSIBLE
STORM DI
RIM=1453.35
INVERTS
INACCESSIBLE
STORM DI
RIM=1455.17
INVERTS
INACCESSIBLE
STORM DI
RIM=1455.80
INVERTS
INACCESSIBLE
STORM DI
RIM=1455.43
INVERTS
INACCESSIBLE
ELECTRIC
LINE PAINT
RED
(TYP.)
UTILITY
POLE
STORM MH
RIM=1453.16
INV=1450.06
INV=1446.65
INV=1446.65
8" PVC STORM
MH
RIM=1454.15
INV=1450.29
INV=1450.22
INV=1447.30
INV=1447.25
12"
TERRA 12" TERRA
COMMUNICATION
LINE PAINT
ORANGE (TYP.)
WATER
METER
FIRE
HYDRANT
WELL
WELL
EXISTING
CONCRETE
MONUMENT
GRSM 4
WOOD
POST
CONCRETE
RAMP
CONCRETE
PAD
COMMUNICATION
BOX
METAL
PIPE
ASPHALT
EXISTING
CONCRETE
MONUMENT
GRSM 3
12"
TERRA
ASPHALT
STONE
WALL
UTILITY
POLE
STONE
STEPS
STONE
STEPS
STONE
BORDER
(TYP.)
STONE
BORDER
(TYP.)STONE
STEPS
STONE
WALL
STONE
WALL
SIGN
(TYP.)
ASPHALT
WOOD SPLIT
STOCKADE FENCE
PROPANE
TANK
FIRE
HYDRANT
LIGHT
POLE
WHEEL
STOP
(TYP.)
12" TREE
24"
POPLAR
24" POPLAR
15" OAK
15" HEMLOCK
15" OAK
24" MAPLE
24"
POPLAR
40"
HEMLOCK
30"
HEMLOCK
24"
HEMLOCK
38" SYCAMORE
12" HOLLY
30" MAPLE
24" HEMLOCK
60" ELM
12"
HEMLOCK
24"
HEMLOCK
33"
HEMLOCK30" OAK
36" MAPLE
24"
HEMLOCK24"
HEMLOCK 28"
ELM
24"
MAPLE
24" HEMLOCK
28"
HEMLOCK
18"
HICKORY
18"
DOGWOOD
36"
POPLAR 24"
HEMLOCK
28"
HEMLOCK
48"
POPLAR28"
HEMLOCK
18"
HEMLOCK
GUY WIRE
15" TREE
24"
TREE
30" TREE
FO CABLE
BOX
WATER VALVE
&METER
WM
15" TREE
12" TREE
13" TREE
FIRE
HYDRANT
SEWER MH A32
RIM=1438.74
INV= 1435.32
SEWER MH
RIM=1439.53
INV=
INV=
UTILITY POLE& COMM. BOX
30" TREE
GUY WIRE
15" TREE
17" TREE
12" TREE
15" TREE
UTILITY
POLE
18" TREE
UTILITY
POLE
SEWER MH A34
RIM=1445.21
INV= 1441.54
30" TREE
WATER
VALVE
(TYP.)
SIGN
(TYP.)
ELECTRIC
BOX
COMM. MH
ELECTRIC
BOX
SIGN
(TYP.)
ELECTRIC
BOXES
ELECTRIC
BOX SIGN
ELECTRIC
BOX
ELECTRIC
BOX
ELECTRIC
BOX
SIGN
(TYP.)
SIGN
(TYP.)
SIGN
(TYP.)
SIGN
(TYP.)
SIGN
(TYP.)
SIGN
(TYP.)
SIGN
(TYP.)
SIGN
(TYP.)
SIGN
(TYP.)
SIGN
(TYP.)
SIGN
(TYP.)
SIGN
(TYP.)
48"
TREE
14" TREE
19" TREE
18" RCP
INV=1435.15
INV=BURIED
1.7' x 1.5'
INV=1454.08
1.3' x 1.0'
INV=1452.63
3'x3' BOX CULVERTINV=1447.39
3'x3' BOX CULVERTINV=1449.54
BOX CULVERT
STORM DI
RIM=1448.62
INVERTS
INACCESSIBLE
INVERT=SILTED
18"CMP
INVERT=1428.27
INV. BURIED
STORM DI
RIM=1462.53
INVERTS
INACCESSIBLE
STORM DI
RIM=1462.59
INVERTS
INACCESSIBLE
WM
WATER
METER
(TYP.)
WM
WM
WM
ELECTRIC
BOX
FF=1455.61
FF
=1
9.2
516" TREE
15" TREE
15" TREE
18" TREE
18" TREE
24"
TREE
24"
TREE
18" TREE
12" TREE
12" MET
INV=1501.87
12" MET
INV=CRUSHED
15" CMP
INV=1500.01
15" CMP
INV=1498.57
SEWER MH A44
RIM=1489.58
INV= 1483.91
SEWER MH A45
RIM=1505.61
INV= 1500.11
19" TREE
36" TREE
SPIGOT
(TYP.)
SIGN
(TYP.)
WATER
METER
(TYP.)
WM
36" TREE
18" TREE
18" TREE
15" TREE
15" TREE
15" TREE
15" TREE
15" TREE
15" TREE
15" TREE
16" TREE
12" TREE
12" TREE
12" TREE
12" TREE
12" TREE
12" TREE
12" TREE
13" TREE
12" TREE
24" TREE 20" TREE
48" TREE
CO
M
FO
RT
ST
AT
IO
N
ELECTRIC
BOX
WATER
VALVE
ELEC.
METERS
WATER
METER
(TYP.)
FF=1457.71
HORSE BARN
FF=1445.70
16" TREE
12" TREE
WATER
LINE
38"
TREE
24"
TREE
29"
TREE
27"
TREE
40"
TREE
24"
TREE
WM
WATER
METER
ASPHALT
ASPHALT
ASPHALT
GRAVEL
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
GRAVEL
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
COMMUNICATION
LINE
(UNDERGROUND)
COMMUNICATION
LINE
(UNDERGROUND)
WATER
LINE
WATER
LINE
WATER
LINE
WATER
LINE
WATER
LINE
WATER
LINE
WATER
LINE
WATER
LINE
WM
ELECTRIC LINE
(UNDERGROUND)
ELECTRIC LINE
(UNDERGROUND)
ELECTRIC LINE
(UNDERGROUND) ELECTRIC LINE
(UNDERGROUND)
ELECTRIC LINE
(UNDERGROUND)
ELECTRIC LINE
(UNDERGROUND)
COMMUNICATION
LINE
(UNDERGROUND)
COMMUNICATION
LINE
(UNDERGROUND)
COMMUNICATION
LINE
(UNDERGROUND)
COMMUNICATION
LINE
(UNDERGROUND)
COMM. MH
WATER
LINE
HORSE BARN
SHED FEEDSUPPLY
SILO
TR
AI
L
ASPHALT
ASPHALT
ASPHALT
CONC.
WALK
GRASS
ASPHALT
GRASS
ASPHALT
ELECTRIC LINE
(UNDERGROUND)
GATE
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ELECTRIC LINE
(UNDERGROUND)
ASPHALT
ASPHALT
WATER
LINE
DECK
OFFICE
RAMP
GRAVEL
HORSE AREA
GRAVEL
COMMUNICATIONLINE
(UNDERGROUND)
STONE
WALL
STONE
WALL
ASPHALT
ASPHALT
ASPHALTASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
FF=1473.57
"VISITORS CENTER"
BUILDING
FF=
.57
ELECTRIC LINE
(UNDERGROUND)
WATER
LINE
60"CMP
INVERT=1479.16
60"CMP
INVERT=1478.12
SIGN
(TYP.)
15"
MAPLE
ELECTRIC
PANEL
ELECTRIC
VAULT
ELECTRIC
TRANS.
ELECTRIC
PANEL
GUY
WIRES
SOLAR
PANELS
18" POPLAR20" POPLAR
22" POPLAR
18" GUM
26" POPLAR
9" DOGWOOD
10" DOGWOOD
8" DOGWOOD
11" TREE
25" GUM
15" GUM
30" POPLAR
SEWER MH A39
RIM=1465.21
INV= 1460.71
ANTENNA
SHRUB
SEWER MH A40
RIM=1470.26
INV= 1461.26
SEWER MH A41
RIM=1471.56
INV= 1461.89
CLEANOUT
18"CMP
INVERT=
SILTED
WATER
LINE
FIRE
HYDRANT
LIGHT
POLE
6" TREE
8" TREE
12" TREE
24" TREE
BURIED
CMP
20" MAPLE
LIGHT
POLE
22" MAPLE
SIGN
(TYP.)
LIGHT
POLE
22" MAPLE
24"
MAPLE4" TREE
4" TREE
3" TREE
12"
MAPLE
12"
MAPLE
WM
WATER
METER
15"
MAPLE
6" MAPLE
15"
MAPLE
24"
MAPLE
30"
TREE
24"
MAPLE
8" TREE
6" TREE
BOULDER
(TYP.)
ROCK
GARDEN
SHRUB
SHRUB
WATER
MH
WM
WF
CLEANOUT
8" MAPLE
WF
WATER
FOUNTAIN
BENCH
(TYP.)
BENCH
(TYP.)
CONCRETE
& STONE
CONCRETE
& STONE
CONCRETE
& STONE
GRASS
GRASS
18" MAPLE
38" POPLAR
12" MAPLE
12" MAPLE
24" MAPLE
15" MAPLE
18" MAPLE18" MAPLE
24" MAPLE
WOOD SPLIT
STOCKADE FENCE
WOOD SPLIT
RAIL FENCE
A/C UNITS
BELOW
12" TREE
12" TREE
12" TREE15" MAPLE
36" TREE
16" TREE
38" POPLAR
26" MAPLE
32" MAPLE
WMWATER
METER
36" MAPLE
18" MAPLE
36" POPLAR
24"
HEMLOCK
24" HEMLOCK
18" MAPLE
36" MAPLE
16" MAPLE
24" POPLAR
20" POPLAR
12" TREE
SIGN
(TYP.)
ELECTRIC BOX
(TYP.)
STORM INLET
T/G=1470.77
INVERT=1467.37
STORM INLET
T/G=1471.84
INVERT=1469.34
STORM INLET
T/G=1471.28
INVERT=1468.53
STORM DI
TOP=1470.19
INVERT=1465.39
STONE
CURB
(TYP.)
16"
HEMLOCK
COMM. BOX
SEWER MH A39A
RIM=1467.20
INV=1462.28
STORM INLET
T/G=1475.10
INVERT=1472.35
STORM INLET
T/G=1470.57
INVERT=1466.53
15"GUM
15"GUM
18"GUM
23"GUM
18"POPLAR
8"DOGWOOD
13"GUM
26"SYCAMORE
21"POPLAR
16"POPLAR
11"BEECH
24"POPLAR
SIGN
(TYP.)
SIGN
(TYP.)
STORM INLET
T/G=1471.56
INVERT=1469.79
24"CMP
INVERT=1479.20
36"x58"CMP
INVERT=1472.80
36"x58"CMP
INVERT=1472.10
14"x22"CMP
INVERT=1471.38
14"x22"CMP
INVERT=1470.64
18"RCP
INVERT=1462.70
68"CMP
INVERT=1460.81
68"CMP
INVERT=1464.64
SEWER MH A42A
RIM=1470.59
INV= 1467.42
INV= 1467.34
SEWER MH A43
RIM=1474.66
INV=
BURIED
18"CMP
17"HEMLOCK17"HEMLOCK
SEWER MH A38
RIM=1460.56
INV= 1457.06
UTILITY
POLE
WATER
VALVE
(TYP.)
12" TREE
12" TREE
SPIGOT
WATER
LINE
WATER
LINE
WATER
VALVE
(TYP.)
TANK
TANK
FF=1550.63
WM
GUY WIREGUY WIRE
12" MAPLE
27" MAPLE
20" MAPLE
21" MAPLE
27" POPLAR
24" MAPLE
UTILITY
POLE
METER
FIRE
HYDRANT
WATER
METER
UTILITY
POLE
WATER
VALVE
(TYP.)
WATER
LINE
WATER
LINE
OVERHEAD
WIRES
(TYP.)
SEWER MH F1
RIM=1519.92
INV= 1513.09
SEWER MH F3
RIM=1549.10
INV= 1539.52
SEWER MH F2
RIM=1533.52
INV= 1527.52
FF=1542.78
(BSMT.)
CARPORT
15" POPLAR
SAT. DISH
11" MAPLE
21" TREE
27" POPLAR
FF=1527.64
(BSMT.)
#287
CARPORT
36" POPLAR
15" TREE
15" TREE
STONE
WALL
STONE
WALL
FIRE
HYDRANT
BOX
FIRE
HYDRANT
17" TREE
WATER
LINE
WATER
LINE
FF=1514.75
(BSMT.)
CARPORT
WM
WATER
VALVE
(TYP.)
SEWER MH E3
RIM=1521.24
INV= 1516.24
SEWER MH E2
RIM=1510.75
INV= 1507.87
GUY WIREGUY WIRE FIRE
HYDRANT
UTILITY
POLE
CLEANOUT
(TYP.)
WATER
LINE
OVERHEAD
WIRES
(TYP.)
WATER
METER
GUY WIREGUY WIRE
FF=1502.85
(BSMT.)
CARPORT
WATER
LINE
GUY WIRE
UTILITY
POLE
WATER
VALVE
(TYP.)
36"
POPLAR
UTILITY
POLE
OVERHEAD
WIRES
(TYP.)
UTILITY
POLE
GUY
WIRE
GUY WIRE
OVERHEAD
WIRES
(TYP.)
UTILITY
POLE
GUY
WIRE
FF=
.04
FF
=1
3.0
FF=1492.59
WOOD
STEPS WOOD
STEPS
18" GUM
SEWER MH D3
RIM=1492.06
INV= 1489.64
SAT. DISH
SEWER MH D2
RIM=1488.18
INV= 1485.68
SAT. DISH
WATER
VALVE
(TYP.)
WATER MH
SEWER MH D1
RIM=1475.93
INV= 1472.60
ELEC.
METERS
ELEC.
METERS
FIRE
HYDRANT
WM
WM
FF=1508.68
CARPORT
FIRE
HYDRANT
WATER
METER
STONE
WALL
STONE
WALL
BOX
12" HOLLY
12" HOLLY
WATER
METER
METER
SEWER MH
RIM=1506.54
INV=
INV=
22" MAPLE
18"
HEMLOCK
UTILITY
POLE
OVERHEAD
WIRES
(TYP.)
22" POPLAR
19" GUM
FIRE
HYDRANT
WATER
VALVE
(TYP.)
SEWER MH E1
RIM=1492.04
INV= 1489.54
SEWER MH B4
RIM=1484.84
INV= 1482.17
SEWER MH B3
RIM=1467.86
INV= 1460.06
SEWER MH B2
RIM=1457.38
INV= 1454.71
SEWER MH B1
RIM=1452.20
INV= 1449.70
FF=1476.86
(BSMT.)
CARPORT
24" POPLAR
18" POPLAR
FIRE
HYDRANT
UTILITY POLE
W/ CONDUITS
15"
MAPLEUTILITY
POLE
OVERHEAD
WIRES
(TYP.)
UTILITY
POLE
OVERHEAD
WIRES
(TYP.)
GUY WIRES
GUY WIRE
GUY WIRES
GUY
WIRES
UTILITY POLE& COMM. BOX
22" POPLAR
24"
POPLAR
18"
POPLAR
12"
MAPLE
SIGN
(TYP.)
28"
SYCAMORE
SEWER MH C2
RIM=1453.42
INV= 1451.00
18"
POPLAR
GUY WIRE
GUY WIRE
GUY WIRE
26"
POPLAR
26"
POPLAR
12"
DOGWOOD
UTILITY POLE& COMM. BOX
GUY
WIRES
STORM DI
TOP=1452.40
INVERTS
INACCESSIBLE
STORM DI
TOP=1451.20
INVERTS
INACCESSIBLE
CEMETERY
CEMETERY
(APPROX. LIMITS
STORM DI
TOP=1450.20
INVERTS
INACCESSIBLE
STORM DI
TOP=1446.53
INVERT=1444.83
30" OAK
42" MAPLE
RAIN
GAUGE
24"
POPLAR
WATER
LINE
WATER
LINE
WATER
LINE
FIRE
HYDRANT
WM
WATER
METER
WM
22" POPLAR
21" POPLAR
BOXES
20" POPLAR
15" POPLAR
SEWER MH A37
RIM=1456.05
INV= 1451.85
18" POPLAR
WATER
VALVE
(TYP.)
SEWER PS
TOP=1450.00
INV=1445.50
SEWER MH A36
RIM=1453.85
INV= 1447.02
FF=1451.20
COMM.
FF=1453.41
SEWER MH C1
RIM=1452.00
INV= 1447.58
SEWER MH
B1A
RIM=1450.90
INV= 1448.23
GENERATOR
RAMP
STEPS &
LANDING
STEPS &
LANDING
36" POPLAR
18"WALNUT
ANTENNA
18"POPLAR
RAMP &
LANDING
STEPS &
LANDING
DECK
FF=1453.60
FF=1453.60
FF=1448.27
FF=1451.20
14" POPLAR
15" POPLAR
15" POPLAR
15" POPLAR
15" POPLAR
15" BEECH
18" POPLAR
16" POPLAR
15" POPLAR
18" POPLAR15" POPLAR
15" POPLAR
15" POPLAR
34" SWEET GUM
36" SYCAMORE
15" HEMLOCK30" SWEET GUM
24" SWEET GUM30" SWEET GUM
24" SWEET GUM
24" SWEET GUM
30" SWEET GUM
24" SWEET GUM
28" SWEET GUM
18" SWEET GUM
15" SWEET GUM
18" HEMLOCK
18" HEMLOCK
15" SWEET GUM
36" MAPLE
30" SWEET GUM
30" SWEET GUM
15" SWEET GUM
30" SWEET GUM
30" SWEET GUM30" SWEET GUM
28" SWEET GUM
30" HEMLOCK
30" HEMLOCK
30" HEMLOCK
12" SWEET GUM36" SWEET GUM
24" CYPRESS
22" SWEET GUM
18" HICKORY
28" RED OAK
14" MAPLE
15" PINE
15" HEMLOCK
30" PINE
20" SWEET
GUM 12" HEMLOCK
15" POPLAR
18" PINE 15"
HEMLOCK
18" POPLAR
UTILITY
POLE UTILITY
POLE
UTILITY
POLE
UTILITY
POLE
UTILITY
POLE
11"DOGWOOD
8"DOGWOOD
FF=1416.32
FF=1416.32
FF=1414.36
FF=1412.43 FF=1413.05
FF=1408.50
1-STY
BUILDING
CABINETS
ON CONC.
CHAIN
LINK
FENCE
CHAIN
LINK
FENCE
CHAIN
LINK
FENCE
STEPS
1-STY
BUILDINGFF=1408.69
1-STY
BUILDING
1-STY
BUILDING
1-STY
BUILDING
2-STY
BUILDING
1-STY
BUILDING
PUMP
HOUSE
2-STY
BUILDING
FUEL
TANKCAR
WASH
BAY
SALT
STORAGE
1-STY
BUILDING FF=1413.34
2-STY
BUILDING
FF=1423.72
FF=1414.95
FF=1416.10
1-STY
BUILDING
FF=1414.75
FF=1410.45
UTILITY
POLE
UTILITY
POLE
UTILITY
POLE
UTILITY
POLE
OVERHEAD
WIRES
(TYP.)
OVERHEAD
WIRES
(TYP.)
OVERHEAD
WIRES
(TYP.)
OVERHEAD
WIRES
(TYP.)
SEWER MH I1
RIM=1408.92
INV= 1406.67
SEWER MH H1
RIM=1407.75
INV= 1404.75
SEWER MH G2
RIM=1415.45
INV= 1411.78
SEWER MH A25A
RIM=1408.32
INV= 1403.49
SEWER MH A24B
RIM=1408.30
INV= 1402.82
SEWER MH I2
RIM=1410.70
INV= 1408.70
SEWER MH'S
GREASE
TRAP
SEWER MH A25
RIM=1408.82
INV= 1404.14
SEWER MH A26
RIM=1414.89
INV=1408.79
36"CMP
INVERT=1420.40
STORM INLET
T/G=1410.83
INVERT=1405.41
STORM INLET
T/G=1406.94
INVERT=1402.61
STORM INLET
T/G=1403.19
INVERT=1398.77
36"CMP
INVERT=1395.11
18"CMP
INVERT=1407.33
18"VCP
INVERT=1403.32
24" SYCAMORE
22" SWEET GUM
STORM INLET
T/G=1407.23
INVERT=1405.81
12"RCP
APPROX. DIRECTION
ROOF
ROOF
ROOF
ROOF
46" POPLAR
15" POPLAR12" GUM
26" SYCAMORE15"
20" POPLAR
16" POPLAR
18" POPLAR
WATER
VALVE
FIRE
HYDRANT
FIRE
HYDRANT
SPRINKLER
WATER
PIV1-STY
BUILDING
RAMP
DRAIN
T/G=1409.46
1-STY
BUILDING
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
WATER
LINE
WATER
LINE
WATER
LINE
WATER
LINE
WATER
LINE
WATER
LINE
WATER
LINE
OVERHEAD
WIRES
(TYP.)
WATER
VALVES
WATER
VALVES
GRAVEL
GRAVEL
GRAVEL
31" SYCAMORE
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
GRAVEL
GRAVEL
CHAIN
LINK
FENCE
BOTTOM OF 8"
OVERFLOW
ELEV. 1601.88
BOTTOM OF 8"
OVERFLOW
ELEV. 1601.62
1-STY
1-STY
1-STY
1=STY#249
1-STY
#257
1-STY
1-S
TY
1-S
TY
ASPHALT
ASPHALT
WATER
LINE
1-STY
1-STY
#230
WATER
LINE
WATER
LINE
WATER
LINE
SIGN
(TYP.)
WATER
LINE
WATER
LINE
WATER
VALVE
WATER
LINE
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
WOOD
FOOT
BRIDGE
ASPHALT
ASPHALT
ASPHALT
TEMP.
SHEDS
"COMFORT
STATION"
VENDING
ASPHALT
15" TREE
OVERHEAD
WIRES
(TYP.)
OVERHEAD
WIRES
OVERHEAD
WIRES
WATER
LINE
CONC.
ELEV.
1584.10
CONC.
ELEV.
1584.10
CULVERT
TREE
LINE
SUGARLANDS RESIDENCE ROAD
SUGARLANDS RESIDENCE ROAD
PARK HEADQUARTERS ROAD
PARK HEADQUARTERS ROAD
PA
RK
H
EA
DQ
UA
RT
ER
S R
OA
D
PA
RK
H
EA
DQ
UA
RT
ER
S R
OA
D
FIG
HT
IN
G
CR
EE
K G
AP
R
OA
D
US-441 S
PA
RK
H
EA
DQ
UA
RT
ER
S R
OA
D
US-441 S
US-441 S
US-441 S
FIGHTING CREEK GAP ROAD
FIGHTING CREEK GAP ROAD
US
-4
S
OVERHEAD
WIRES
(TYP.)
UTILITY
POLE
SC 200
8" REBAR & CAP
SC 201
8" REBAR & CAP
SC 105
2" REBAR & CAP
SC 104
2" REBAR & CAP
SC 103
2" REBAR & CAP
SC 102
12" REBAR & CAP
SEWER MH B5
APPROX.
LOCATION
SEWER MH B6
APPROX.
LOCATION
TREE
LINE
TREE
LINE
TREE
LINE
TREE
LINE
SEWER MH
APPROX.
LOCATION
SEWER MH A33
APPROX.
LOCATION
TREE
LINE
BOULDER
BOULDER
TREE
LINE
TREE
LINE
CONC. CURB
(TYP.)
CO
NC
. C
UR
B
(TY
P.)
CO
NC
. C
UR
B
(TY
P.)
CO
NC
. C
UR
B
(TY
P.)
SEWER MH A35
APPROX.
LOCATION
ELECTRIC
(UNDERGROUND)
COMMUNICATION
(UNDERGROUND)
TREE
LINE
TREE
LINE
TREE
LINE
TREE
LINE
GRASS
TREE
LINE
TREE
LINE
TREE
LINE
TREE
LINE
CO
NC
. C
UR
B
(TY
P.)SIGN
(TYP.)
TREE
LINE
TREE
LINE
TREE
LINE
TREE
LINE
TREE
LINE
TREE
LINE
TREE
LINE
TREE
LINE
TREE
LINE
TREE
LINE
TREES
TREES
TREES
TREES TREES
TREES
CO
NC
. C
UR
B
(TY
P.)
CO
NC
. C
UR
B
(TY
P.)
GRASS
TREE
LINE
TREE
LINE
TREE
LINE
TREE
LINE
TREE
LINE
TREE
LINE
TREE
LINE
TREE
LINE
SEWER MH
NOT FOUND
SEWER MH
NOT FOUND
SEWER MH A24
TREE
LINE
TREE
LINE
WATER
LINE
WATER
LINE
WATER
LINE
MH A23A
US-441 S
#290 #494
ENLARGED WATER LINER. SMITH
T. ALEKSIN
T. YOUNG
02/16/2024
10317619G003 4 56
KEY MAP
R. SMITH
T. YOUNG
02/16/2024
10317619G004 5 56
GENERAL NOTES AND
CONSTRUCTION NOTES
GENERAL NOTES
1. THESE NOTES SHALL BE READ IN CONJUNCTION WITH THE WRITTEN
SPECIFICATIONS AND THESE DRAWINGS. IN THE EVENT OF DISCREPANCY BETWEEN
INFORMATION ON THE DRAWINGS AND SPECIFICATIONS, THE MORE STRINGENT
REQUIREMENTS SHALL GOVERN.
2. THE SITE AND PARK AREAS SHALL BE TREATED RESPECTFULLY. EXISTING BUILDINGS
AND SITE ELEMENTS SHALL BE CAREFULLY TREATED. NO MATERIALS OR SITE
FEATURES SHALL BE REMOVED OR DISFIGURED UNLESS SPECIFICALLY INDICATED
ON THE DRAWINGS, SPECIFIED HEREIN, OR DIRECTED BY THE CONTRACTING
OFFICER.
3. ADJACENT AREAS WILL BE OCCUPIED DURING THE COURSE OF THE PROJECT.
REQUIRED INGRESS/EGRESS PATHS SHALL NOT BE BLOCKED. DUST AND DEBRIS
SHALL BE CONTAINED WITHIN THE WORK AREAS. COORDINATE HOURS OF
DEMOLITION ACTIVITY WITH THE CONTRACTING OFFICER.
4. THE CONTRACTOR SHALL USE REASONABLE AND CUSTOMARY CARE TO VERIFY
EXISTING CONDITIONS IN THE FIELD. IF THERE ARE INCONSISTENCIES BETWEEN
THESE DRAWINGS AND ACTUAL CONDITIONS, OR ANY FIELD CONDITIONS THAT
WOULD PREVENT THE DESIGN FROM BEING CONSTRUCTED AS SHOWN, THE
CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY. SUCH
NOTIFICATION SHALL BE MADE BEFORE PROCEEDING WITH CONSTRUCTION OR
DEMOLITION. INFORMATION ON THESE DRAWINGS REGARDING EXISTING
CONDITIONS IS PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR IN
EXECUTING THE WORK.
5. THE CONTRACTOR IS RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY.
CONSTRUCTION ACTIVITIES SHALL COMPLY WITH OSHA REGULATIONS AND LOCAL
REQUIREMENTS.
6. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR THE PROJECT
EXCEPT FOR GOVERNMENT FURNISHED PERMITS SPECIFICALLY NOTED IN THE
CONTRACT DOCUMENTS.
7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SEQUENCING ALL WORK AND FOR
COORDINATION OF ALL SUBCONTRACTORS AND TRADES. CORRECTION OF WORK
INSTALLED THAT HAS NOT BEEN COORDINATED AND REQUIRES RE-INSTALLATION
SHALL BE DONE AT THE CONTRACTOR'S EXPENSE.
8. SIDEWALKS, GROUNDS AND LANDSCAPING, PARKING AREAS AND STREETS SHALL
BE MAINTAINED IN A CLEAN CONDITION. THE CONTRACTOR SHALL PROVIDE
MEANS TO CLEAN TRUCKS AND EQUIPMENT PRIOR TO USING SURFACED STREETS
AND PARKING AREAS, TO ELIMINATE TRACKING OF MUD AND TRANSPORT OF
SEDIMENT.
9. THE CONTRACTOR SHALL COORDINATE WITH THE PARK TO IDENTIFY AVAILABLE
LAYDOWN AND STAGING AREAS FOR THE WORK. EQUIPMENT AND STAGING
AREAS SHALL NOT BLOCK SITE EXITS OR LIMIT ACCESS TO PARK AREAS BY
EMERGENCY RESPONSE VEHICLES.
10. THE WEST PRONG FORK OF THE LITTLE PIGEON RIVER AND ITS TRIBUTARIES ARE
DESIGNATED BY THE TENNESSEE DEPT. OF ENVIRONMENT AND CONSERVATION AS
EXCEPTIONAL WATERS OF THE STATE. THE CONTRACTOR'S MEANS AND METHODS
WHEN WORKING IN THE VICINITY OF THESE WATERS SHALL COMPLY WITH
REGULATORY REQUIREMENTS, INCLUDING NPS COMPLIANCE CRITERIA.
11. THE CONTRACTOR IS RESPONSIBLE FOR ALL TESTING AND INSPECTION ON THE
PROJECT, AS REQUIRED BY THE CONTRACT DOCUMENTS AND CONSTRUCTION
PERMITS.
UTILITY NOTES
1. LOCATIONS AND SIZES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE
REPRESENTATION ONLY. THE PARK OR ITS REPRESENTATIVES HAVE NOT
INDEPENDENTLY VERIFIED UTILITY INFORMATION AS SHOWN ON THE PLANS. THE
CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND SIZE OF ALL EXISTING
UTILITIES, INCLUDING THOSE THAT MAY NOT BE INDICATED ON THE PLANS. PRIOR
TO ORDERING MATERIALS AND COMMENCING CONSTRUCTION, THE CONTRACTOR
SHALL FIELD VERIFY LOCATIONS, SIZES AND ELEVATIONS OF POINTS OF
CONNECTION TO EXISTING WATER LINES AND OTHER UTILITIES.
2. THE CONTRACTOR SHALL NOTIFY “TENNESSEE 811” (1-800-351-1111) AND THE
CONTRACTING OFFICER AT LEAST 72 HOURS BEFORE BEGINNING ANY EXCAVATION.
3. EXISTING WATER SERVICE LINES HAVE BEEN SHOWN BASED ON BEST AVAILABLE
INFORMATION. CONTRACTOR SHALL COORDINATE WITH THE PARK ON
REPLACEMENT OF WATER SERVICE LINES AND METER BOXES. THE CONTRACTOR'S
RESPONSIBILITY FOR SERVICE CONNECTIONS SHALL END WITHIN FIVE (5) FEET OF
THE BUILDING OR STRUCTURE. ADDITIONAL WORK, IF NECESSARY, FOR
RESTORATION OF SERVICES WILL BE PERFORMED BY THE PARK.
4. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WITHIN THE
CONSTRUCTION LIMITS OF THE PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR
PROTECTION OF EXISTING UTILITY LINES. DAMAGES TO UTILITIES CAUSED BY THE
CONTRACTOR SHALL BE REPAIRED TO THE CONTRACTING OFFICER'S SATISFACTION
AT NO ADDITIONAL TIME OR COST TO THE GOVERNMENT.
5. CONTRACTOR SHALL BE AWARE AND VERIFY THE LOCATION OF OVERHEAD AND
UNDERGROUND POWER LINES, POWER POLES, TRANSFORMERS AND OTHER
ELECTRICAL EQUIPMENT AND PROTECT SAME FROM DAMAGE DURING
CONSTRUCTION. STABILIZATION OF POWER POLES BY BRACING OR OTHER MEANS
MAY BE REQUIRED TO COMPLETE THE WORK.
6. CONTRACTOR USAGE OF EXISTING UTILITIES DURING CONSTRUCTION WILL BE
LIMITED, TO ENSURE OPERATIONAL IMPACTS TO EXISTING WATER AND ELECTRICAL
SYSTEMS ARE NEGLIGIBLE.
7. THE NEW WATER SYSTEM MUST BE INSTALLED, PRESSURE TESTED, AND TESTED
FOR BACTERIOLOGICAL CONTAMINATION PRIOR TO USAGE OF THE FACILITIES, AND
PRIOR TO DISCONNECTION AND ABANDONMENT OF THE EXISTING WATER
DISTRIBUTION SYSTEM.
8. ABANDONED FIRE HYDRANTS SHALL BE PHYSICALLY REMOVED BY THE
CONTRACTOR. ABANDONED VALVES SHALL BE LEFT IN PLACE BUT VALVE BOXES
SHALL BE REMOVED. ABANDONED WATER LINES SHALL BE CUT AND CAPPED WITH
CONCRETE AT DISCONNECTION POINTS.
CONSTRUCTION NOTES
1. CONSTRUCTION STAKEOUT SHALL BE PERFORMED BY THE CONTRACTOR PRIOR TO
BEGINNING CONSTRUCTION.
2. ACCESS ROADS USED BY THE CONTRACTOR SHALL BE MAINTAINED TO THEIR
ORIGINAL CONDITION DURING CONSTRUCTION, OR REPAIRED/REHABILITATED TO
THEIR ORIGINAL CONDITION AT NO ADDITIONAL TIME OR COST TO THE
GOVERNMENT.
3. CONTRACTOR SHALL PROVIDE MINIMUM TWO WEEKS ADVANCE NOTICE FOR ANY
ACTIVITIES THAT AFFECT PARK OPERATIONS.
4. CONTRACTOR SHALL MAINTAIN ACCESS FOR PARK (NPS) VEHICLES AT ALL TIMES
DURING CONSTRUCTION.
5. TREES LESS THAN OR EQUAL TO 12-INCH DIAMETER AT BREAST HEIGHT NEEDING
REMOVAL FOR CONSTRUCTION ARE CONSIDERED INCIDENTAL TO THE WORK AND
ARE NOT ALL IDENTIFIED ON THE PROJECT PLANS.
6. THE CONTRACTOR SHALL REMOVE AND REPLACE EXISTING MAILBOXES AND SIGNS
AS NECESSARY FOR COMPLETION OF THE WORK. REMOVAL AND REPLACEMENT
OF THESE ITEMS IS CONSIDERED INCIDENTAL TO THE WORK. ALL ITEMS MUST BE
RESTORED AS GOOD OR BETTER THAN THEIR PRECONSTRUCTION CONDITION, OR
REPLACED.
7. CONTRACTOR IS RESPONSIBLE FOR BARRICADES, SIGNAGE AND SECURITY OF
STAGING AREAS. ALL STAGING AND MATERIALS STORAGE AREAS MUST BE
APPROVED BY THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION. STAGING
AREAS MUST BE ON DURABLE SURFACES.
8. SOIL DISTURBANCE SHALL BE MINIMIZED TO THE EXTENT POSSIBLE TO REDUCE
POTENTIAL FOR INTRODUCTION OR SPREAD OF NON-NATIVE INVASIVE PLANT
SPECIES. CONSTRUCTION ACTIVITIES SHALL BE RESTRICTED DURING SATURATED
SOIL CONDITIONS OR INCLEMENT WEATHER TO AVOID DAMAGE TO SOILS AND
VEGETATION. EXPOSED SOIL SHALL BE SEEDED WITH PARK-APPROVED SEED MIX
VIA HYDRO-SEEDING OR WITH APPROVED MULCH AS SOON AS POSSIBLE AFTER
DISTURBANCE TO PREVENT ESTABLISHMENT OF INVASIVE PLANTS.
9. AREAS DISTURBED BY CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS
SURFACES (PAVEMENTS, SIDEWALKS, ETC.) SHALL BE RESTORED WITH SIX (6)
INCHES OF TOPSOIL AND RE-SEEDED. TOPSOIL AND SEED MATERIALS MUST BE
APPROVED BY THE PARK.
10. CONTRACTOR SHALL ENSURE 80% SURVIVAL OF SEEDED SPECIES WITHIN
RESTORED AREAS FOR ONE YEAR POST CONSTRUCTION. REMEDIAL ACTIONS TO
ACHIEVE 80% COVER OF SEEDED SPECIES OR NATIVE VOLUNTEER SPECIES, AND
CONTROL OF INVASIVE PLANT SPECIES SHALL BE IMPLEMENTED BY THE
CONTRACTOR AS NECESSARY.
11. CONTRACTOR SHALL SAW CUT EDGES OF PAVEMENT SURFACES TO BE REMOVED
PRIOR TO EXCAVATION AND REMOVAL.
12. CONTRACTOR SHALL ABIDE BY ALL ROAD RESTRICTIONS AND WEIGHT LIMITS.
13. ALL AREAS AND SURFACES IMPACTED BY THE WORK SHALL BE RESTORED TO
THEIR PRECONSTRUCTION CONDITION. TRANSITIONS BETWEEN DISTURBED AND
UNDISTURBED AREAS MUST BE ACHIEVED WITHOUT DEFLECTION OR SETTLEMENT.
PAVEMENT REPAIRS EXHIBITING DEFLECTION OR SETTLEMENT WILL BE DEEMED
DEFECTIVE WORK, AND SHALL REQUIRE REMEDIATION BY THE CONTRACTOR AT NO
ADDITIONAL TIME OR COST TO THE GOVERNMENT.
14. ALL ITEMS AND MATERIALS USED ON THE PROJECT ARE TO BE NEW UNLESS
NOTED AS “EXISTING” OR “TO BE SALVAGED”.
EROSION AND SEDIMENT CONTROL NOTES
1. IN THE EVENT SUSPECTED CONTAMINATED SOIL, GROUNDWATER OR OTHER
MEDIA ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL
STOP WORK IN THE VICINITY OF THE SUSPECTED CONTAMINATION AND
IMMEDIATELY CONTACT THE CONTRACTING OFFICER.
2. CONTRACTOR SHALL SUBMIT AN EROSION AND SEDIMENT CONTROL PLAN AND
STORMWATER POLLUTION PREVENTION PLAN (SWPPP) PRIOR TO COMMENCING
CONSTRUCTION. CONTRACTOR SHALL PREVENT DUST, SEDIMENT AND DEBRIS
FROM LEAVING THE PROJECT SITE AND IS RESPONSIBLE FOR CLEANUP AND
REMEDIAL ACTION IF SUCH OCCURS.
3. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION
TO PREVENT ADVERSE IMPACT TO OFFSITE AREAS. IF DAMAGES OCCUR TO
OFFSITE AREAS DUE TO STORMWATER RUNOFF FROM THE CONSTRUCTION SITE(S),
CONTRACTOR SHALL REPAIR AND/OR REMEDIATE AT NO ADDITIONAL COST TO THE
GOVERNMENT.
4. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL MAINTAIN THROUGHOUT THE PROJECT.
EROSION CONTROL MATERIALS AND PRODUCTS ARE SUBJECT TO APPROVAL BY
THE CONTRACTING OFFICER.
DEMOLITION NOTES
1. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH
APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS, ORDINANCES, AND
STATUTES.
2. DO NOT REMOVE USABLE EXCAVATED SOIL FROM THE PARK. DELIVER TO PARK
MAINTENANCE FOR USE AS DIRECTED BY THE CONTRACTING OFFICER.
TRAFFIC CONTROL NOTES
1. ALL TRAFFIC CONTROL SIGNS, DEVICES AND METHODS SHALL CONFORM TO THE
LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD) AND THE TENNESSEE DEPARTMENT OF TRANSPORTATION (TDOT)
STANDARD DETAILS AND DRAWINGS FOR DEVELOPMENT OF TEMPORARY TRAFFIC
CONTROL PLANS.
2. FLAGGERS SHALL BE USED AT ROADWAY CROSSINGS WHEN VEHICLES OR
EQUIPMENT ENTER THE WORK AREAS DURING CONSTRUCTION.
CULTURAL RESOURCE NOTES
1. IF ARCHAEOLOGICAL RESOURCES ARE DISCOVERED DURING CONSTRUCTION, STOP
WORK IMMEDIATELY AND REPORT THE DISCOVERY TO THE CONTRACTING
OFFICER.
2. THE CONTRACTOR SHALL PLAN, SCHEDULE AND EXECUTE THE WORK TO PREVENT
STOPPAGES IN ONE AREA FROM STOPPING ALL WORK AT THE CONSTRUCTION SITE.
PARK SPECIFIC POLICIES AND PROCEDURES
1. CONTRACTOR'S EQUIPMENT SHALL BE CLEANED PRIOR TO TRANSPORT INTO THE
PARK TO PREVENT THE INTRODUCTION OF NON-NATIVE PLANT AND ANIMAL
SPECIES.
2. ONLY PARK-APPROVED SEED MIXTURE SHALL BE USED.
3. HAY AND STRAW ARE NOT ALLOWED FOR USE AS MULCH MATERIALS.
4. ALL SOIL STOCKPILE AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENT
RUNOFF BY SILT FENCE AND/OR OTHER PROTECTIVE MEASURES AS NECESSARY.
5. ANY COLORED CONCRETE TO BE REMOVED SHALL BE REPLACED WITH MATCHING
COLORED CONCRETE PER THE PARK SPECIFICATIONS.
6. CONTRACTOR SHALL PROVIDE/SUBMIT A WRITTEN SAFETY PLAN PRIOR TO
COMMENCEMENT OF WORK.
7. TREE TRIMMING AND REMOVAL (AS PER THE PLANS) MAY OCCUR BETWEEN
NOVEMBER 15 AND MARCH 31. ANY TREE CUTTING DONE OUTSIDE OF THOSE
DATES MAY REQUIRE AN ENDANGERED BAT SURVEY TO PREVENT DESTRUCTION OF
HABITAT. COORDINATE WITH THE PROJECT CONTRACTING OFFICER AS NECESSARY.
8. CRUSHED STONE, INCLUDING MINERAL AGGREGATE BASE COURSE, NO.57 STONE,
TOPSOIL OR OTHER MATERIALS PROPOSED FOR USE IN THE PARK SHALL BE
CERTIFIED AS "WEED FREE".
140814
1412141
BOLLARD
(TYP.)
CONCRETE
GRAVEL
WEATHER
STATION
BASKETBALL
GOAL
FLAG
POLE
ROCK
HEADWALL
INV=1414.10
LIGHT
POLE
PROPANE
TANK ON
CONCRETE
PAD
GAS
LINE
PROPANE
PUMP
UTILITY
POLE
1-STY
BUILDING
12" CMPINV=1414.32
12" CMPINV=1414.36
12" RCPINV=1413.75
ELECTRIC
BOX
UTILITY
POLE
WOOD
BORDERCHAIN
LINK
FENCE
12" CMPINV=1415.63
12" CMPINV=1415.71
OVERHEAD
WIRES
(TYP.)
UTILITY
POLE
SIGN
"INFO"
RIP RAP
ROCK
HEADWALL
12" RCPINV=1415.91
ASPHALT
ASPHALT
GRAVEL
ASPHALT
ASPHALT
EXISTING
CONCRETE MONUMENT
GRSM 1
ELECTRIC
15" POPLAR
15" POPLAR
15" POPLAR
15" POPLAR
15" BEECH
18" POPLAR
16" POPLAR
15" POPLAR
18" POPLAR15" POPLAR
15" POPLAR
15" POPLAR
34" SWEET GUM
36" SYCAMORE
15" HEMLOCK30" SWEET GUM
24" SWEET GUM30" SWEET GUM
24" SWEET GUM
24" SWEET GUM
30" SWEET GUM
24" SWEET GUM
28" SWEET GUM
18" SWEET GUM
15" SWEET GUM
18" HEMLOCK
18" HEMLOCK
15" SWEET GUM
36" MAPLE
30" SWEET GUM
30" SWEET GUM
15" SWEET GUM
30" SWEET GUM
30" SWEET GUM30" SWEET GUM
28" SWEET GUM
30" HEMLOCK
30" HEMLOCK
30" HEMLOCK
12" SWEET GUM36" SWEET GUM
24" CYPRESS
22" SWEET GUM
18" HICKORY 30" PINE
15" POPLAR
18" PINE 15"
HEMLOCK
18" POPLAR
UTILITY
POLE UTILITY
POLE
UTILITY
POLE
UTILITY
POLE
UTILITY
POLE11"DOGWOOD
8"DOGWOOD
FF=1416.32
FF=1416.32
FF=1414.36
FF=1412.43 FF=1413.05
FF=1408.50
1-STY
BUILDING
CABINETS
ON CONC.
CHAIN
LINK
FENCE
CHAIN
LINK
FENCE
CHAIN
LINK
FENCE
STEPS
1-STY
BUILDINGFF=1408.69
1-STY
BUILDING
1-STY
BUILDING
2-STY
BUILDING
FUEL
TANKCAR
WASH
BAY
SALT
STORAGE
1-STY
BUILDING FF=1413.34
2-STY
BUILDING
FF=1423.72
FF=1414.95
FF=1416.10
1-STY
BUILDING
FF=1414.75
FF=1410.45
UTILITY
POLE
UTILITY
POLE
UTILITY
POLE
UTILITY
POLE
OVERHEAD
WIRES
(TYP.)
OVERHEAD
WIRES
(TYP.)
OVERHEAD
WIRES
(TYP.)
OVERHEAD
WIRES
(TYP.)
SEWER MH I1
RIM=1408.92
INV= 1406.67
SEWER MH H1
RIM=1407.75
INV= 1404.75
SEWER MH G2
RIM=1415.45
INV= 1411.78
SEWER MH A25A
RIM=1408.32
INV= 1403.49
SEWER MH A24B
RIM=1408.30
INV= 1402.82
SEWER MH I2
RIM=1410.70
INV= 1408.70
SEWER MH'S
GREASE
TRAP
SEWER MH A25
RIM=1408.82
INV= 1404.14
SEWER MH A26
RIM=1414.89
INV=1408.79
36"CMPINVERT=1420.40
STORM INLETT/G=1410.83INVERT=1405.41
STORM INLETT/G=1406.94INVERT=1402.61
STORM INLETT/G=1403.19INVERT=1398.77
INVERT=1395.11
18"CMPINVERT=1407.33
18"VCPINVERT=1403.32
24" SYCAMORE
22" SWEET GUM
STORM INLETT/G=1407.23INVERT=1405.81
12"RCPAPPROX. DIRECTION
ROOF
ROOF
ROOF
ROOF
46" POPLAR
15" POPLAR12" GUM
26" SYCAMORE15"
20" POPLAR
16" POPLAR
18" POPLAR
WATER
VALVE
FIRE
HYDRANT
FIRE
HYDRANT
SPRINKLER
WATER
PIV1-STY
BUILDING
RAMP
DRAINT/G=1409.46
1-STY
BUILDING
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
WATER
LINE
WATER
LINE
WATER
LINE
WATER
LINE
WATER
LINE
WATER
LINE
OVERHEAD
WIRES
(TYP.)
WATER
VALVES
WATER
VALVES
GRAVEL
GRAVEL
GRAVEL
31" SYCAMORE
TEMP.
SHEDS
BOULDER
BOULDER
SEWER MH
NOT FOUND
SEWER MH
NOT FOUND
SEWER MH A24
TREE
LINE
TREE
LINE
WATER LINE ABR. SMITH
T. ALEKSIN
T. YOUNG
02/16/2024
10317619C001
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SANITARY SEWER REHAB
133/168919
REHABILITATE SUGARLANDS WATER AND
WASTEWATER SYSTEMS
GREAT SMOKY MOUNTAINS NATIONAL PARK3/21/202403/25/2024
STORAGE
BUILDING
CONCRETE
PAD
ROCK
SIGN
"TRAIL
INFO"
24" CMP
INV=1417.05
OVERHEAD
WIRES
(TYP.)
ELECTRIC
BOX
UTILITY
POLE
UTILITY
POLE
UTILITY
POLE
GUY WIRE
SEWER MH A30
RIM=1428.05
INV=1424.42
INV=1424.45
SEWER MH A28
RIM=1424.86
INV=1419.44
INV=1419.40
SEWER MH A27
RIM=1424.43
INV=1418.79
INV=1418.73
WATER
VALVE
8" CONC.
8" CONC.
8" CONC.
UTILITY
POLE
GRAVEL
GRAVEL
SIGN
"SPEED
LIMIT"
ROCK
WATER
LINE
SHED
CONCRETE
PAD CENTERLINE
DITCH
(TYP.)
CHAIN
LINK
FENCE
GRAVEL
WEATHER
STATION
BASKETBALL
GOAL
WHEEL
STOP
(TYP.)
RIP RAP
SIGN
"SPEED
LIMIT"
SPEED
BUMP ROCK
HEADWALL
INV=1414.10
LIGHT
POLE
SEWER MH A26A
RIM=1417.95
INV=1412.08
INV=1412.03
GRAVEL
WATER
VALVE
SPIGOT
SPIGOT
UTILITY
POLE
1-STY
BUILDING
CONCRETE
PAD
CHAIN
LINK
FENCE
WATER
VALVE
OVERHEAD
WIRES
(TYP.)
WHEEL
STOP
(TYP.)
UTILITY
POLE &
METER
12" CMP
INV=1414.32
12" CMP
INV=1414.36
12" RCP
INV=1413.75
SIGN
"INFO"
RIP RAP
ROCK
HEADWALL
CHAIN
LINK
FENCE
SIGN
"TRAIL
INFO"
BOLLARDS
KEYPAD
12" RCP
INV=1415.91
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT ASPHALT
GRAVEL
GRAVEL
8" CONC.
CHAIN
LINK
FENCE
12" RCP
INV=1415.97
GRAVEL
ASPHALT
EXISTING
CONCRETE MONUMENT
GRSM 2
CONCRETE MONUMENT
28" HEMLOCK
12" BIRCH
18" HICKORY
16" HICKORY
14" BIRCH14" HICKORY
14" HICKORY
13" HICKORY
24" ELM
15" POPLAR
24" POPLAR
18" HICKORY
18" HICKORY
12" HICKORY
15" HICKORY
30" HICKORY
28" HEMLOCK
ASPHALT
24" HICKORY12" HEMLOCK
12" HEMLOCK
28" HICKORY
18" HEMLOCK
24" HEMLOCK
24" POPLAR18" HICKORY
15" HICKORY
13" HICKORY
12" HEMLOCK
50" HICKORY
18" HEMLOCK
30" HICKORY
30" HICKORY
ELECTRIC
BOX
METAL FES
INV=1419.02
GUY WIRE
14" POPLAR
15" POPLAR
18" HICKORY
28" RED OAK
14" MAPLE
15" PINE
15" HEMLOCK
20" SWEET
GUM 12" HEMLOCK
15" POPLAR
18" PINE 15"
HEMLOCK
WATER
LINE
TEMP.
SHEDS
PARK HEADQUARTERS ROAD
TREE
LINE
WATER LINE ABR. SMITH
T. ALEKSIN
T. YOUNG
02/16/2024
10317619C002
ELECTRICAL CONDUIT
SANITARY SEWER REHAB
M
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133/168919
1435144
STONEWALL
15" CMP
INV=NOT
ACCESSIBLE
15" CMP
INV=NOT
ACCESSIBLE
SEWER MH A31
RIM=1431.19
INV= 1427.52
WATERLINE
GRAVEL
ASPHALT
STONEWALL UTILITYPOLE
ASPHALT
15" TREE
24"TREE
30" TREE
FO CABLE
BOX
WATER VALVE
&METER
WM
15" TREE 12" TREE13" TREE
FIREHYDRANTSEWER MH A32
RIM=1438.74
INV= 1435.32
SEWER MH
RIM=1439.53
INV=INV=
UTILITY POLE
& COMM. BOX30" TREE
GUY WIRE
15" TREE
17" TREE
12" TREE
15" TREE
UTILITYPOLE
18" TREE
UTILITYPOLEWATER VALVE(TYP.)
SIGN(TYP.)
18" RCP
INV=1435.15
INV=BURIED
FF=1445.70
16" TREE12" TREE
WATERLINE
WM
WATERMETER
ASPHALT
ASPHALT
ASPHALT
GRAVEL
UTILITYPOLE
18"POPLAR
RAMP &LANDING
STEPS &LANDING
DECK
FF=1453.60
FF=1453.60
FF=1448.27
1-STYBUILDING
2-STY
BUILDING
PUMPHOUSE
15" TREE
OVERHEAD
WIRES(TYP.)
OVERHEAD
WIRES
PARK HEADQUARTERS ROAD
SEWER MH
APPROX.
LOCATION
SEWER MH A33
APPROX.
LOCATION
WATER LINES A, AB, & BR. SMITH
T. ALEKSIN
T. YOUNG
02/16/2024
10317619C003
ELECTRICAL CONDUIT
SANITARY SEWER REHAB
M
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SE
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SH
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MATCHLIN
E S
EE S
HEET C
133/168919
X
1475 1491
1450 1448
FF=1452.81
STONECURB(TYP.)
CONCRETE
WALK(TYP.)
DUMPSTER
PAD
WOOD SPLIT
HANDRAIL
(TYP.)
TIMBERCURB SEWER MH A36A
RIM=1455.04
INV=1448.09
INV=1447.98
STORM DI
RIM=1453.90
INVERTS
INACCESSIBLE
STORM DI
RIM=1453.35
INVERTS
INACCESSIBLE
UTILITYPOLE
STORM MH
RIM=1453.16
INV=1450.06
INV=1446.65
INV=1446.65
8" PVC STORM
12"TERRAWATERMETER
EXISTING
CONCRETE
MONUMENT
GRSM 4CONCRETE
RAMP
METAL
UTILITYPOLE
STONEBORDER(TYP.)
STONESTEPS
ASPHALT
WOOD SPLIT
STOCKADE FENCE
PROPANETANK
FIREHYDRANT
LIGHTPOLE
WHEELSTOP(TYP.)
12" TREE
24"POPLAR
24" POPLAR
15" OAK
15" HEMLOCK
15" OAK
24" MAPLE
24"POPLAR
40"HEMLOCK
30"HEMLOCK
24"HEMLOCK
38" SYCAMORE
UTILITYPOLE
SEWER MH A34
RIM=1445.21
INV= 1441.54
WATER VALVE(TYP.)
SIGN(TYP.)
ELECTRICBOX
COMM. MH
ASPHALT
GRAVEL
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
COMMUNICATION
LINE(UNDERGROUND)
COMMUNICATION
LINE(UNDERGROUND)
WATERLINE
WATERLINE
17"HEMLOCK
17"HEMLOCK
UTILITYPOLE
UTILITYPOLE
OVERHEAD
WIRES(TYP.)
UTILITYPOLE
GUYWIRE
GUY WIRE
OVERHEAD
WIRES(TYP.)
UTILITYPOLE
GUYWIRE
FF=1497.04
FF=1493.09
FF=1492.59
WOODSTEPS
WOODSTEPS
18" GUM
SAT. DISHSEWER MH D2
RIM=1488.18
INV= 1485.68
WATERVALVE(TYP.)
WATER MH
SEWER MH D1
RIM=1475.93
INV= 1472.60
ELEC.METERS
METERS
FIREHYDRANT
SEWER MH B3
RIM=1467.86
INV= 1460.06
SEWER MH B2
RIM=1457.38
INV= 1454.71
SEWER MH B1
RIM=1452.20
INV= 1449.70
24" POPLAR
18" POPLAR
FIREHYDRANT
UTILITY POLE
W/ CONDUITS
15"MAPLE
UTILITYPOLE
OVERHEAD
WIRES(TYP.)
UTILITYPOLE
OVERHEAD
WIRES(TYP.)
GUY WIRE
GUYWIRES
UTILITY POLE
& COMM. BOX
22" POPLAR
24"POPLAR
18"POPLAR
12"MAPLE
SIGN(TYP.)
28"SYCAMORE
SEWER MH C2
RIM=1453.42
INV= 1451.00
18"POPLAR
GUY WIRE
GUY WIRE
GUY WIRE
26"POPLAR
26"POPLAR
12"DOGWOOD
UTILITY POLE
& COMM. BOX
GUYWIRES
STORM DI
TOP=1452.40
INVERTS
INACCESSIBLE
STORM DI
TOP=1451.20
INVERTS
INACCESSIBLE
CEMETERY
CEMETERY
(APPROX. LIMITS
STORM DI
TOP=1450.20
INVERTS
INACCESSIBLE
STORM DI
TOP=1446.53
INVERT=1444.83
30" OAK
42" MAPLE
RAINGAUGE
24"POPLAR
WATERLINE
WATERLINE
WATERLINE
FIREHYDRANT
WM
WATERMETER
WM
22" POPLAR
21" POPLAR
BOXES
20" POPLAR
15" POPLAR
SEWER MH A37
RIM=1456.05
INV= 1451.85
18" POPLAR
WATERVALVE(TYP.)
SEWER PS
TOP=1450.00
INV=1445.50
SEWER MH A36
RIM=1453.85
INV= 1447.02
FF=1451.20
COMM.
FF=1453.41
SEWER MH C1
RIM=1452.00
INV= 1447.58
SEWER MH
B1ARIM=1450.90
INV= 1448.23
GENERATOR
RAM
P
STEPS &LANDING
STEPS &LANDING
36" POPLAR
18"WALNUT
ANTENNA
18"POPLAR
RAMP &LANDING
FF=1448.27
FF=1451.20
BUILDING
1-STYBUILDING
ASPHALT
1-STY
1-STY
ASPHALT
WATERLINE
1-STY
ASPHALT
ASPHALT
OVERHEAD
WIRES
PARK HEADQUARTERS ROAD
SEWER MH A35
APPROX.
LOCATION
TREELINE
MATCHLINE SEE SHEET C007
M
ATC
H
LIN
E SEE SH
EET C
MATCHLINE SEE
WATER LINES A, B, C, & KR. SMITH
T. ALEKSIN
T. YOUNG
02/16/2024
10317619C004
ELECTRICAL CONDUIT
SANITARY SEWER REHAB
SHEET C005
133/168919
WM
HEADQUARTERS BUILDING
PORCH
BUILDING O/H (TYP.)
FF=1463.27
DOOR TOP OF
STEPS
FF=1452.82
DOOR BELOW
STEPS
FF=1452.85
FF=1452.81
STONE CURB
(TYP.)
(TYP.)
CONCRETE
CURB (TYP.)
COLUMN(TYP.)
CONCRETE
WALK(TYP.)
DUMPSTERPAD
ASPHALT
WOOD SPLIT
RAIL FENCE
HANDRAIL(TYP.)
PAVEMENTPATCH
SIGN(TYP.)STONESTEPS
TIMBERCURB
STONEBORDER(TYP.)
STONEWALL
DOWNSPOUT
(TYP.)
STORM YDI
RIM=1451.20
INV=1448.59
SEWER MH A36A
RIM=1455.04
INV=1448.09
INV=1447.98
STORM DI
RIM=1455.17
INVERTS
INACCESSIBLE
STORM DI
RIM=1455.80
INVERTS
INACCESSIBLE
STORM DI
RIM=1455.43
INVERTS
INACCESSIBLE
ELECTRICLINE PAINTRED(TYP.)
STORM MH
RIM=1453.16
INV=1450.06
INV=1446.65
INV=1446.65
8" PVC STORMMHRIM=1454.15
INV=1450.29
INV=1450.22
INV=1447.30
INV=1447.25
12"TERRA
12" TERRA
COMMUNICATION
LINE PAINT
ORANGE (TYP.)
WATERMETER
FIREHYDRANT
WELL
WELL
MONUMENT
GRSM 4
WOODPOST
CONCRETERAMP
CONCRETEPAD
COMMUNICATION
BOX
METALPIPE
ASPHALT
EXISTINGCONCRETE
MONUMENT
GRSM 3
12"TERRA
ASPHALT
STONEWALL
STONESTEPS
STONESTEPSSTONEBORDER(TYP.)
STONEBORDER(TYP.)
STONESTEPS
STONEWALL
STONEWALL
SIGN(TYP.)
WOOD SPLIT
STOCKADE FENCE
PROPANETANK
FIREHYDRANT
12" TREE
24" MAPLE
40"HEMLOCK
30"HEMLOCK
24"HEMLOCK38" SYCAMORE
12" HOLLY
30" MAPLE
24" HEMLOCK
60" ELM
12"HEMLOCK
24"HEMLOCK
33"HEMLOCK
30" OAK
36" MAPLE
24"HEMLOCK24"HEMLOCK 28"ELM
24"MAPLE24" HEMLOCK
28"HEMLOCK
18"HICKORY
18"DOGWOOD
36"POPLAR 24"HEMLOCK
28"HEMLOCK48"POPLAR28"HEMLOCK
18"HEMLOCK
30" TREE
ELECTRICBOX
SIGN(TYP.)
SIGN(TYP.)
STORM DI
RIM=1462.53
INVERTS
INACCESSIBLE
STORM DI
RIM=1462.59
INVERTS
INACCESSIBLE
WATERLINE
WATERLINE
WATERLINE
WATERLINE
WATERLINE
ELECTRIC LINE
(UNDERGROUND)
COMMUNICATION
LINE(UNDERGROUND)
WATERLINE
STONEWALL
ASPHALT
ASPHALT
ASPHALT
ELECTRIC LINE
(UNDERGROUND)
WATERLINE
SOLARPANELS8" DOGWOOD
11" TREE
25" GUM
15" GUM
30" POPLAR
SEWER MH A39
RIM=1465.21
INV= 1460.71
ANTENNA
SEWER MH A40
RIM=1470.26
INV= 1461.26
SEWER MH A41
RIM=1471.56
INV= 1461.89
WOOD SPLIT
STOCKADE FENCE
12" TREE
12" TREE12" TREE15" MAPLE
36" TREE
16" TREE
38" POPLAR
26" MAPLE
32" MAPLE
WM WATERMETER
36" MAPLE 18" MAPLE
36" POPLAR
24"HEMLOCK
24" HEMLOCK
18" MAPLE
36" MAPLE
16" MAPLE
24" POPLAR
20" POPLAR
12" TREE
SIGN(TYP.)
ELECTRIC BOX
(TYP.)
16"HEMLOCK
COMM. BOX
17"HEMLOCK
17"HEMLOCK
SEWER MH A38
RIM=1460.56
INV= 1457.06
GUY WIRE
CEMETERY(APPROX. LIMITS
SEWER MH A37
RIM=1456.05
INV= 1451.85
WATERLINE
PA
RK HEADQUARTER
S R
OAD
US-441 S
PA
RK
H
EA
DQ
UA
RT
ER
S R
OA
D
TREELINE
TREES
TREES
TREES
M
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SH
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MATCHLINE SEE SHEET C004
WATER LINES C, E, F, & GR. SMITH
T. ALEKSIN
T. YOUNG
02/16/2024
10317619C005
ELECTRICAL CONDUIT
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14821484
12" MET
INV=CRUSHED
15" CMP
INV=1500.01
15" CMPINV=1498.57
SEWER MH A44
RIM=1489.58
INV= 1483.91
SEWER MH A45
RIM=1505.61
INV= 1500.11
19" TREE
36" TREE
SPIGOT(TYP.)
SIGN(TYP.)
METER(TYP.)
WM
15" TREE15" TREE
16" TREE
12" TREE
24"TREE 29"TREE
27"TREE
40"TREE
24"TREE
ASPHALT
ASPHALT
ASPHALT
ASPHALT
CONC.WALK
ASPHALT
GRASS
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
FF=1473.57
"VISITORS CENTER"
BUILDING
FF=1473.57
60"CMPINVERT=1479.16
60"CMPINVERT=1478.12
ELECTRICPANEL
ELECTRICVAULT
ELECTRICTRANS.
ELECTRICPANEL
GUYWIRES
SOLARPANELS
9" DOGWOOD
10" DOGWOOD
8" DOGWOOD
11" TREE
25" GUM
15" GUM
30" POPLAR
SEWER MH A39
RIM=1465.21
INV= 1460.71
ANTENNA
SHRUB
SEWER MH A40
RIM=1470.26
INV= 1461.26
SEWER MH A41
RIM=1471.56
INV= 1461.89
CLEANOUT
18"CMPINVERT=SILTED
WATERLINE
FIREHYDRANT
6" TREE
8" TREE
12" TREE
24" TREE
BURIEDCMP
20" MAPLELIGHTPOLE
22" MAPLE
SIGN(TYP.)
LIGHTPOLE
22" MAPLE
24"MAPLE
4" TREE
4" TREE
3" TREE
12"MAPLE12"MAPLEWM
WATERMETER
15"MAPLE
6" MAPLE
15"MAPLE
24"MAPLE
30"TREE
24"MAPLE
8" TREE
6" TREE
BOULDER(TYP.)
ROCKGARDEN
SHRUBSHRUB
WATER MH
WMWF
CLEANOUT
8" MAPLE
WF
WATERFOUNTAIN
BENCH(TYP.)
BENCH(TYP.)
CONCRETE
& STONE
CONCRETE
& STONE
CONCRETE
& STONE
GRASS
GRASS
18" MAPLE
38" POPLAR
12" MAPLE
12" MAPLE
24" MAPLE
15" MAPLE
18" MAPLE18" MAPLE
24" MAPLE
WOOD SPLIT
STOCKADE FENCE
WOOD SPLIT
RAIL FENCE
A/C UNITSBELOW
STORM INLET
T/G=1470.77
INVERT=1467.37
STORM INLET
T/G=1471.84
INVERT=1469.34
STORM INLET
T/G=1471.28
INVERT=1468.53
STORM DI
TOP=1470.19
INVERT=1465.39
STONECURB(TYP.)
16"HEMLOCK
COMM. BOX
SEWER MH A39A
RIM=1467.20
INV=1462.28STORM INLET
T/G=1470.57
INVERT=1466.53
26"SYCAMORE
21"POPLAR
16"POPLAR
11"BEECH
24"POPLAR
SIGN(TYP.)
SIGN(TYP.)
STORM INLET
T/G=1471.56
INVERT=1469.79
36"x58"CMP INVERT=1472.80 36"x58"CMP
INVERT=1472.10
14"x22"CMP
INVERT=1471.38
14"x22"CMP
INVERT=1470.64
SEWER MH A42A
RIM=1470.59
INV= 1467.42
INV= 1467.34
SEWER MH A43
RIM=1474.66
INV=
BURIED18"CMP
WATERLINE
WATERVALVE
ASPHALT
ASPHALT
WOODFOOTBRIDGE
ASPHALT
"COMFORTSTATION"
VENDING
FIGHTING CREEK GAP ROAD
CO
NC
. C
UR
B
CO
NC.
CU
RB
(TY
P.)
CONC. CURB
(TYP.)
GRASSTREE
TREELINE
CONC. CURB
(TYP.)
SIGN(TYP.)
TREES
TREES
TREES
TREES
CO
NC
. C
UR
B
(TY
P.)
CO
NC.
CU
RB
(TY
P.)
TREELINE
TREELINE
TREELINE
TREELINE
TREELINE
LINE
WATERLINE
WATERLINE
M
AT
C H
LI
N
E
SE
E
SH
EE
T
C
WATER LINES C & HR. SMITH
T. ALEKSIN
T. YOUNG
02/16/2024
10317619C006 11 56
MATCHLINE SEE SHEET C300
133/168919
25 152
WAT
ER
VA
LV
E
(TY
P.)
" T
RE
E
" T
RE
E
SP
IGO
T
WAT
ER
LIN
E
WAT
ER
LIN
E
WAT
ER
VA
LV
E
(TY
P.)
TA
NK
TA
NK
FF=
.63
WM
GU
Y W
IRE
GU
Y W
IRE
" M
AP
LE
" M
AP
LE20
" M
AP
LE
" M
AP
LE
" P
OP
LA
R
" M
AP
LE
UT
ILI
TY
PO
LE
MET
ER
FIR
E
HY
DR
AN
T
WAT
ER
MET
ER
UT
ILI
TY
PO
LEWAT
ER
VA
LV
E
(TY
P.)
WAT
ER
LIN
E
WAT
ER
LIN
E
OV
ER
HE
AD
WIRE
S
(TY
P.)
SE
WER
M H
F1
RIM
=1
9.9
IN
V=
.09
SE
WER
M H
F3
RIM
=1
9.1
IN
V=
.52 SE
WER
M H
F2
RIM
=1
3.5
IN
V=
.52
FF=1542.78
(BSMT.)
CARPORT
" P
OP
LA
R
SA
T.
DIS
H
" M
AP
LE
" T
RE
E
" P
OP
LA
R
FF
=1
7.6
(BS
MT.)
#2
CA
RP
OR
T
" P
OP
LA
R
" T
RE
E
" T
RE
E
ST
ON
E
WAL
L
ST
ON
E
WAL
L
FIR
E
HY
DR
AN
T
BO
X
FIR
E
HY
DR
AN
T
" T
RE
E
WAT
ER
LIN
E
WAT
ER
LIN
E
FF
=1
4.7
(BS
M T.)
CA
RP
OR
T
WM
WAT
ER
VA
LV
E
(TY
P.)
SE
WER
M H
E3
RIM
=1
1.2
IN
V=
.24
SE
WER
M H
E2
RIM
=1
0.7
IN
V=
.87
GU
Y W
IRE
GU
Y W
IRE
FIR
E
HY
DR
AN
T
UT
ILI
TY
PO
LE
CL
EA
NO
UT
(TY
P.)
WAT
ER
LIN
E
OV
ER
HE
AD
WIRE
S
(TY
P.)
WAT
ER
MET
ER
GU
Y W
IRE
GU
Y W
IRE
FF
=1
2.8
(B
SM
T.)
CA
RP
OR
T
WAT
ER
LIN
E
GU
Y W
IRE
UT
ILI
TY
PO
LE
WAT
ER
VA
LV
E
(TY
P.)
PO
PL
AR
OV
ER
HE
AD
GU
Y W
IRE
FF
=1
7.0
FF=
.59
WOO
D
ST
EP
S
" G
UM
SE
WER
M H
D3
RIM
=1
2.0
IN
V=
.64
SA
T.
DIS
H
WAT
ER
M H
EL
EC
MET
ER
S
WM
WM
FF=
8.6
CARP
ORT
FIR
E
HY
DR
AN
T
WAT
ER
MET
ER
ST
ON
E
WAL
L
ST
ON
E
WAL
L
BO
X
" H
OL
LY
" H
OL
LY
WAT
ER
MET
ER
MET
ER
SE
WER
M H
RIM
=1
6.5
IN
V=
IN
V= 22 " M
AP
LE
HE
MLO
CK
UT
ILI
TY
PO
LE
OV
ER
HE
AD
WIRE
S
(TY
P.)
" P
OP
LA
R
" G
UM
FIR
E
HY
DR
AN
T
WAT
ER
VA
LV
E
(TY
P.)
SE
WER
M H
E1
RIM
=1
2.0
IN
V=
.54
SE
WER
M H
B4
RIM
=1
4.8
IN
V=
.17
FF
=1
6.8
(BS
M T.)
CA
RP
OR
T
" P
OP
LA
R
UT
ILI
TY
PO
LE
W/ C
ON
DU
ITS
UT
ILI
TY
PO
LEGU
Y W
IRE
S
AS
PH
AL
T
AS
PH
AL
T
AS
PH
AL
T
AS
PH
AL
T
AS
PH
AL
T
AS
PH
AL
T
AS
PH
AL
T
GR
AV
EL
GR
AV
EL CH
AIN
LIN
K
FE
NC
E
BO
TT
OM
O
F 8
OV
ER
FLO
W
EL
EV
. 1
1.8
BO
TT
OM
O
F 8
OV
ER
FLO
W
EL
EV
. 1
1.6
1-STY
1-S
TY
1-
ST
Y
1=
STY
#2
1-
ST
Y #2
1-
ST
Y
1-
ST
Y
AS
PH
AL
T
1-S
TY
1-
ST
Y #2
WAT
ER
LIN
E
WAT
ER
LIN
E
WAT
ER
LIN
E
CO
NC
EL
EV
.10
CO
NC
EL
EV
.10
CU
LV
ER
T
TR
EE
LIN
E SU
GA
RL
AN
DS
R
ES
ID
EN
CE
R
OA
D
SU
GA
RL
AN
DS
R
ES
ID
EN
CE
R
OA
D
" R
EB
AR
CA
P
SC
1 2"
RE
BA
R &
CA
P
SE
WER
M H
B5
AP
PR
OX
LO
CA
TIO
N
SE
WER
M H
B6
AP
PR
OX
LO
CA
TIO
N
TR
EE
LIN
E
TR
EE
LIN
E
TR
EE
LIN
E
TR
EE
LIN
E
#2
#494
M
AT
C H
LI
N
E
SE
E
SH
EE
T
C
WATER LINES A, B, I, J, & K R. SMITH
T. ALEKSIN
T. YOUNG
02/16/2024
10317619C007 12 56
SANITARY SEWER REHAB
MATCHLINE SEE SHEET C300
133/168919
WAT
ER
VA
LV
E
(TY
P.)
" T
RE
E
" T
RE
E
SP
IGO
T
WAT
ER
LIN
E
WAT
ER
LIN
E
WAT
ER
VA
LV
E
(TY
P.)
TA
NK
TA
NK
GR
AV
EL CH
AIN
LIN
K
FE
NC
E
BO
TT
OM
O
F 8
OV
ER
FLO
W
EL
EV
. 1
1.8
BO
TT
OM
O
F 8
OV
ER
FLO
W
EL
EV
. 1
1.6
CO
NC
EL
EV
.10
CO
NC
EL
EV
.10
TR
EE
LIN
E
" R
EB
AR
CA
P
SC
1 2"
RE
BA
R &
CA
P
ENLARGED WATER TANKSR. SMITH
T. ALEKSIN
T. YOUNG
02/16/2024
10317619C007A 13 56
PLAN
WATER LINES A & B
GENERAL NOTES:
1. EXISTING CHECK VALVE TO BE REMOVED AND
PROVIDED TO THE PARK.
2. ALL WORK TO BE DONE BETWEEN HOURS OF 6 PM
AND 6 AM.
3. GRAVEL SURFACE TO BE TENNESSEE DOT MINERAL
AGGREGATE BASE COURSE, TYPE A, ROLLER
COMPACTED TO 95% DENSITY AFTER PLACEMENT.
133/168919
14561460
14551460
1463 14
ELECTRICBOXES
ELECTRICBOX
SIGN
ELECTRICBOX
SIGN(TYP.)
SIGN(TYP.)
SIGN(TYP.)
SIGN(TYP.) 19" TREE
1.7' x 1.5'INV=1454.08
1.3' x 1.0'INV=1452.63 3'x3' BOX CULVERTINV=1447.39
3'x3' BOX CULVERTINV=1449.54
WATERLINE
ELECTRIC LINE(UNDERGROUND)
ASPHALT
COMMUNICATIONLINE(UNDERGROUND)
STONEWALL
STONEWALL
ASPHALT
ASPHALTUS-441 S
TREELINE
TREELINE
WATER LINE GR. SMITH
T. ALEKSIN
T. YOUNG
02/16/2024
10317619C008 14 56
M
AT
C H
LI
N
E
SE
E
SH
EE
T
C
M
AT
C H
LI
N
E
SE
E
SH
EE
T
C
133/168919
14551457
14601455
ELECTRICBOX
ELECTRICBOX
SIGN
(TYP.)
SIGN
(TYP.)
SIGN
(TYP.)
SIGN
(TYP.)
14" TREE
BOX CULVERT
STORM DIRIM=1448.62INVERTSINACCESSIBLE
INVERT=SILTED
18"CMPINVERT=1428.27
WM
WATERMETER
(TYP.)
WM
WM
WM
ELECTRICBOX FF=1455.61
FF
=1
9.2
516" TREE
15" TREE
15" TREE
18" TREE
18" TREE
24"
TREE
24"
TREE
18" TREE
12" TREE
CO
M
FO
RT
ST
AT
IO
N
ELECTRICBOX
WATERVALVE
ELEC.
METERS
WATERMETER
(TYP.)
FF=1457.71
HORSE BARN
ASPHALT
WATER
LINE
WATER
LINE
WM
ELECTRIC LINE(UNDERGROUND)
ELECTRIC LINE(UNDERGROUND)
ELECTRIC LINE(UNDERGROUND)
COMMUNICATIONLINE(UNDERGROUND)
COMM. MH
ASPHALTELECTRIC LINE(UNDERGROUND)
GATE
ASPHALT
ASPHALT
ASPHALT
ELECTRIC LINE(UNDERGROUND)
ASPHALT
ASPHALT
WATER
LINE
DECK
OFFICE
RAMP
GRAVEL
HORSE AREA
GRAVEL
US-441 S
US-441 S
SC 2005
8" REBAR & CAP
SC 2015
8" REBAR & CAP
TREE
LINE
TREE
LINE
TREE
LINE
TREE
LINE
TREE
LINE
TREE
LINE
TREE
LINE
WATER LINE GR. SMITH
T. ALEKSIN
T. YOUNG
02/16/2024
10317619C009 15 56
M
AT
C H
LI
N
E
SE
E
SH
EE
T
C
133/168919
34" SWEET GUM
15" HEMLOCK
UTILITY
POLE
36"CMPINVERT=1395.11
24" SYCAMORE
22" SWEET GUM
SEWER MH
NOT FOUND
SEWER MH A24
MH A23A
MH A23
MH A22
MH A21
MH A20
MH A19A
MH A19
MH A18
MH A17
MH A16
US-441 S
US-441 S
US-441 S
GATLINBURG TRAIL
GATLINBURG TRAIL
GATLINBURG TRAIL
WEST PRONG LIT
TLE P
IGEON RIVER
NEWFOUND GAP RD N
NEWFOUND GAP RD N
FOOTHILLS
PKWY
M
AT
C H
LI
N
E
SE
E
SH
EE
T
C
M
AT
C H
LI
N
E
SE
E
SH
EE
T
C
SANITARY SEWER REHABR. SMITH
T. ALEKSIN
T. YOUNG
02/16/2024
10317619C010 16 56
133/168919
EROSION & SEDIMENT
CONTROL PLAN
SF
SF
MH A17
MH A16
MH A15
MH A14
MH A13A
MH A13
MH A12
MH A11A
MH A11
MH A10
GATLINBURG TRAIL
GATLINBURG TRAIL
GATLINBURG TRAIL
WEST PRONG LITTLE PIGEON RIVER
WEST PRONG LITTLE PIGEON RIVER
NEWFOUND GAP RD N
M
AT
CH
LI
NE
S
EE
S
HE
ET
C
M
AT
C H
LI
N
E
SE
E
SH
EE
T
C
SANITARY SEWER REHABR. SMITH
T. ALEKSIN
T. YOUNG
02/16/2024
10317619C011 17 56
133/168919
EROSION & SEDIMENT
CONTROL PLAN
SF
SF
MH A10
MH A9
MH A8
MH A7
MH A6
GATLINBURG TRAIL
ASPHALT
GATLIN
BURG TRAIL
WEST PRONG LITTLE PIGEON RIVER
WEST PRONG LITTLE PIGEON RIVER
NEWFOUND GAP RD N
NEWFOUND GAP RD N
MH A9A
SANITARY SEWER REHABR. SMITH
T. ALEKSIN
T. YOUNG
02/16/2024
10317619C012 18 56
M
AT
C H
LI
N
E
SE
E
SH
EE
T
C
M
AT
C H
LI
N
E
SE
E
SH
EE
T
C
133/168919
MH A6
MH A5
MH A4
MH A3
MH A2
MH A1
GATLINBURG TRAIL
GATLINBURG TRAIL
WEST PRONG LITTLE PIGEON RIVER
WEST PRONG LITTLE PIGEON RIVER
WEST PRONG LITTLE PIGEON RIVER
NEWFOUND GAP RD N
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
W
ATER
TREATM
ENT
PLANT
4-STY
BUILDING
2-STYBUILDING
2-STYBUILDING
3-STY
BUILDING
M
AT
C H
LI
N
E
SE
E
SH
EE
T
C
SANITARY SEWER REHABR. SMITH
T. ALEKSIN
T. YOUNG
02/16/2024
10317619C013 19 56
133/168919
AS
PH
AL
T
ENLARGED HQ ROADR. SMITH
T. ALEKSIN
T. YOUNG
02/16/2024
10317619C014 20 56
PUMP HOUSE SITE PLAN
WM
133/168919
PUMP HOUSE ADDITIONR. SMITH
T. YOUNG
02/16/2024
10317619C015 21 56
FLOOR PLAN
PLAN
PROFILE
GRAVITY SEWERR. SMITH
T. ALEKSIN
T. YOUNG
02/16/2024
10317619C101
PLAN AND PROFILE
STANDARD MANHOLE
SL
PLAN
8"
ADJUSTING SECTIONS (2" TO 6")
M
AX
12" MIN.
16" MAX.
SECTION A
M.H. STEPS
M
AX
SECTION B
4'-0"
SEE SPEC. SECTION 33 05 16
FOR PRECAST MANHOLE
SECTION JOINT SEALS (TYP.)
POLYETHYLENE
DIAPHRAGM (TYP.)
9" EXTERNAL
JOINT SEALS (TYP.)
NOTE:
1. MANHOLES 4 FEET OR LESS IN DEPTH
SHALL HAVE A FLAT TOP SLAB IN LIEU OF
AN ECCENTRIC CONE SECTION.
FRAME SEAL (TYP.)
NOT TO SCALE
PRECAST CONC.
ECCENTRIC CONE
PRECAST CONC.
BARRELS
BUTYL MASTIC
SEALANT
3500 PSI
CONCRETE
CRUSHED STONE
LEVELING PAD
6' DIAMETER
BASE SLAB
FACTORY INSTALLED PIPE TO
M.H. GASKET, KOR-N-SEAL OR
EQUAL, PER ASTM C923
PER ASTM C478
3500 PSI
CONCRETE
CRUSHED STONE
LEVELING PAD
6' DIAMETER x 8"
THICK BASE SLAB
MACHINED
SEATING
EDGES
MANHOLE FRAME AND COVER
NOT TO SCALE
MIN. OF 6
RIBS REQ'D
SANITARY
SEWER
22 3 4"
COVER - SECTION
FRAME - SECTION
COVER - PLAN
FRAME - PLAN
21"
23" 24 3 4"
4"
1 2"
7"
35" 21"
6"
1 2"
1"
1 4"
4"
4"
PICK HOLEPICK HOLE
A
A
SECTION A-A
MANHOLE STEP DETAIL
NOT TO SCALE
1 8"
8"
1 14"
COPOLYMER
POLYPROPYLENE
PLASTIC
#4 REBAR
(GRADE 60)
5 3 4"
10 3 4"
12"
12"
1 18"
GRAVITY SEWERR. SMITH
T. ALEKSIN
T. YOUNG
02/16/2024
10317619C102 23 56
MANHOLE DETAILS
1. ALL GRAY IRON CASTINGS SHALL CONFORM TO ASTM A-48, CLASS
30 AND SHALL BE OF UNIFORM QUALITY.
2. ALL CASTING DIMENSIONS SHALL HAVE A TOLERANCE OF 18"+.
3. ALL CASTINGS SHALL BE CLEANED BY SHOT BLASTING AND HAND
CHIPPING USING STANDARD INDUSTRY PRACTICES PRIOR TO SHOP
APPLICATION OF ASPHALTIC COATING, BY DIPPING.
4. FRAME AND COVER SHALL BE H-20 HIGHWAY LOAD RATED.
5. COVER SHALL BE FLUSH WITH THE SURROUNDING GRADE.
SECTION
CLEANOUT FRAME AND COVER
NOT TO SCALE
10 3/4"
11"
9 1/4"
16"
8"
2"
NOTES:
S
PLAN VIEW
BOTTOM VIEW OF COVER
4" PVC LATERAL
(SDR 35)
4" 5'-0"min.
CLEANOUT FRAME AND
COVER (See Detail)
COMPACTED
BACKFILL
CONNECT TO 4"
SANITARY LINE
FROM BUILDING OR
STRUCTURE
2-WAY CLEANOUT
EXIST. GRADE
PVC WYE PVC WYE
PVC
TRUE
WYE
NOT TO SCALE
INSTALL #57 CRUSHED
STONE TO COVER
FIRST VERTICAL FITTING
HAUNCHING
SPRING LINE
FI
N
AL
B
AC
KF
IL
L
6" MIN.
D
EP
TH
V
AR
IE
S
" M
IN
" M
IN
TYP.
SAWCUT PAVEMENT
12"
NOTES:
1. FOR PIPE LAID IN ROCK TRENCH PROVIDE 6" CLASS I CRUSHED
STONE BENEATH PIPE.
2. MAXIMUM TRENCH WIDTH SHALL BE 30" FOR 8" SEWER PIPE.
3. BEDDING UNDER THE SEWER AT THE BELL SHALL BE A MIN. OF 4".
4. SEE SPEC SECTION 31 23 33 FOR COMPACTION AND OTHER
REQUIREMENTS.
5. TEMPORARY DGA MAY BE PLACED IN TRENCH TO ALLOW SETTLING
IF ANY.
6. IF BITUMINOUS HOT MIX IS UNAVAILABLE, THEN 3" OF COLD PATCH
SHALL BE PLACED UNTIL HOT MIX IS AVAILABLE. THEN THE COLD
PATCH SHALL BE REMOVED AND THE FINAL SURFACE INSTALLED.
SEE NOTE NO.
2 (TYP.)
SEE NOTE NO.
3 (TYP.)
3" MIN. BITUMINOUS BINDER/BASE -
MATCH EXISTING PAVEMENT
(MECHANICALLY COMPACTED)
INITIAL
BACKFILL
BEDDING
(SEE NOTE)
FOR GRAVEL
SURFACED AREAS
FOR CONCRETE
PAVED AREAS 8"
CONCRETE
FOR BITUMINOUS
PAVED AREAS
9" CLASS II MATERIAL (DGA)
MECHANICALLY TAMPED TO
MAX. COMPACTION
CLASS I BEDDING
MATERIAL (#57
CRUSHED STONE
OR APPROVED
EQUIVALENT)
CASE I BACKFILL
GRAVITY SEWER IN AREA NOT
SUBJECT TO VEHICULAR TRAFFIC
CASE II BACKFILL
GRAVITY SEWER IN AREA SUBJECT TO
VEHICULAR TRAFFIC.
NO ROCK ALLOWED
IN TOP 8" OF
BACKFILL
EARTH BACKFILL
FREE OF LARGE
ROCKS
12" CLASS II
MATERIAL (DGA)
4" CLASS II
MATERIAL
(DGA)
IDENTIFICATION
TAPE (TYP.)
BEDDING AND BACKFILLING DETAILS
NOT TO SCALE
GRAVITY SEWER
CLASS I BEDDING
MATERIAL (#57
CRUSHED STONE
OR APPROVED
EQUIVALENT)
CLASS I BEDDING
MATERIAL (#57
CRUSHED STONE
OR APPROVED
EQUIVALENT)
ELECTRICAL CONDUIT HANDHOLE
NOTE:
BOX TO BE JENSEN JRS-1 OR EQUIVALENT.
NOT TO SCALE
GRAVITY SEWER &R. SMITH
T. ALEKSIN
T. YOUNG
02/16/2024
10317619C103 24 56
ELECTRICAL DETAILS
NOTES:
6" CONNECTING
PIECE
ANCHORING TEE
(6" BRANCH)
GATE VALVE
(SEE DETAIL)
FINISHED GRADE
VALVE BOX
& PAD
#57 CRUSHED
STONE
" M
IN
KEEP WEEP
HOLES OPEN
4"±
5¼" AWWA STANDARD
3-WAY HYDRANT ( SEE SPECS. )
CONC. THRUST
BLOCKING
CONC. THRUST
BLOCKING
PLACE 8 MIL. POLYETHYLENE
BETWEEN HYDRANT, ANCHORING TEE,
GATE VALVE, CONNECTING PIECE AND
CONCRETE TO PREVENT BONDING
DBY #09053 DIRECT
BURY WIRE SPLICER
FIRE HYDRANT ASSEMBLY
H…
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