Plans_NPS-EVER_220(1) _228(1) _232(1).pdf
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Plans_NPS-EVER 220(1) 228(1) 232(1)
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PROJECT MANAGER LEAD DESIGNER
PLANS PREPARED BY
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
DESCRIPTION OF PROJECT
IMPROVEMENT:
PROJECT LENGTH:
SPECIFICATIONS:
FP-03 U.S.Customary Units.
Roads and Bridges on Federal Highway Projects", "Standard Specifications for Construction of
ALABAMA GEORGIA
Everglades
National Park
Tallahassee Jacksonville
Orlando
Tampa
Coral Springs
Miami
FLORIDA
SCALE IN MILES
Visitor Center Ernest F. Coe
(Park Headquarters)
Station Entrance Park
Homestead
Florida City
EVERGLADES
NATIONAL
PARK
Chickee
North River
Chickee
Roberts River
Chickee
Lane Bay
Flamingo
Chickee
Hells Bay Chickee
Pearl Bay
Lard Can
Overlook
Pa-hay-okee Pinelands
Hammock
Mahogany
Lake
West
Creek
Alligator
Pond
Nine Mile
Center
Daniel Beard
Ingraham
Old
Center
Education
Hidden Lake
Fire Cache
Coe
Ernest
Canoe Trail
Nine Mile Pond
Canoe Trail
Noble Hammock
Canoe Trail
West Lake
Key Trail
Long Pine
Cypress
9336 Gumbo Limbo Trail
Anhinga Trail
14 Miles
SR 9005
To
16 Miles
Kendall
To
10 Miles
SR 9005
To
R o a d
C a rd S o u n d
STATE OF FLORIDA
KEY MAP
SCALE IN MILES
0 20 40
Trail
Bight
Snake
Key Pine Long
HTTP://WWW.CALLSUNSHINE.COM
TWO FULL BUSINESS DAYS BEFORE DIGGING
FLORIDA ONE CALL CENTER AT 811
CALL BEFORE YOU DIG:
Selam Hailegiorgis
Schedule Description (miles)
Length
Cycle 4
RIP Milepost/
U.S. DEPARTMENT OF THE INTERIOR
PLANS FOR PROPOSED
NATIONAL PARK SERVICE
EVERGLADES NATIONAL PARK
WORLD HERITAGE SITEUNESCO
1.26Rehabilitation of Long Pine Key Access Road (Route 228) y a wr e t a W s s e nr e dl i
W
Pond
Paurotis
Area Parking Palm Royal
M O
N R
O E C
O U
N T
Y
C O
U N
T Y
M I A
M I D
A D
E
MONROE COUNTY & MIAMI - DADE COUNTY
3 6
Area (SF)
Station to Station/
A
B
PMIS NO.
148862
148851
Schedule A (Route 228) Access Road Long Pine Key
Know what’sbelow.
before you dig.Call
R www.call811.com
Rehabilitation of A-Loop Road(Route 220)
Schedule B (Route 220) A-Loop Road
Schedule A (Route 232) Campground Loop Long Pine
Rehabilitation of Long Pine Campground Loop (Route 232)
SHEET
NO.
TOTAL
SHEETS
A01 16
0.00 to 1.26
PROJECT NPS-EVER 220(1), 228(1), 232(1)
NPS-EVER 220(1), 228(1), 232(1)
PROJECT
REHABILITATION OF ROUTES 220, 228, AND 232
Kossi Adjaka
160,829
173,006
67,782 miscellaneous work.
Superpave asphalt pavement, striping, and other
ROAD: Route 220, Route 228, Route 232
WIDTHROAD: LENGTH SURFACE
11’
21’ TO 23’
11’ TO 22’
1.09 miles
1.26 miles
1.58 miles
Asphalt
Asphalt
Asphalt
Route 220
Route 228
Route 232
3.93 miles
1.58
1.09
MAY, 2013
M
P R
O J E
C T
S e v e r (1
(1
(1
P r o j
D e v C
A D
D A 1-
E V
E R
(1 tt l.
d g n
:0
:0
A M
-M a y -2
:0
A M
REG STATE PROJECTNPS
NO.NO.
PMIS
120416
160 SE FL
220(1), 228(1), 232(1)
NPS-EVER
148862 148851
R/W R/W
R/W R/W
P/E C/E
No Symbol
TB or TP
P P or
UD UD
W W
P/E C/E
No Symbol
TB or TP
P P or or
UD UD
W W
FOUND
36 31
6 1
36 31
6 1
No Symbol
No Symbol
FOUND
36 31
6 1
36 31
6 1
400 No Symbol x 99.9
T-45
2,645.9
T-3 x 99.9
T-45
2,645.9
T-3
26 25 69426 25 694 c
Average daily traffic ADT
Alternate alt.
Ahead AH
Aggregate aggr.
Abutment Abut.
Footing ftg.
Flange flg.
Finish fin.
Inside diameter ID
West W
Expansion joint exp. jt.
Excavation exc.
Equation EQ or eq.
End section ES
Embankment emb.
[El. 94.16]
Elevation with number El. 94.161
Elevation elev.
Edge of pavement EP or EOP
East E
Gage(gauge) ga.
Galvanized galv.
High water HW
Hexagon hex.
Headwall hdwl.
Joint jt.
North N
Normal crown NC or NCR
Route Rte.
Roadway Rdwy.
Right-of-way R/W
Right Rt., rt.or RT
Required reqd.
Reinforcement (reinforced) reinf.
Range R.
Radius R
Symmetrical sym.
Superelevation rate e
Structure struc.
Stringer stgr.
Stiffener stiff.
Station Sta.
Standard std.
Spiral central angle s
Spacing, spaces or spaced spa.
South S
Section Sec.
Vertical point of intersection VPI
Vehicle per hour vph
PAVEMENT REMOVAL/ROADWAY OBLITERATION
LAKE, POND or RESERVOIR; MARSHLAND
SLOPE STAKE
PROPOSEDEXISTING
PROJECTED
INTERSTATE U.S. STATE
AREA PATTERN
TREELINE; TREE
BUILDING
UNDERDRAIN
BOX CULVERT
CULVERT with DROP INLET
PIPE CULVERT with HEADWALL
PIPE CULVERT with END SECTION
PIPE CULVERT (arrow shows flow)
BRIDGE
STREET LIGHT
TELEPHONE BOOTH or PEDESTAL
SUPPORT POLE with ANCHOR
RETAINING WALL
SIGNS
PORTABLE
POST MOUNTED
GUARDRAIL
CATTLEGUARD
GATE with FENCE
FENCE
MATERIAL SOURCE
NORTH ARROW
EXISTING PROPOSED
wall facewall face
TB or TP or
P/LP/L
MEDIAN & SIDE (CONCRETE) BARRIER
FOREST BOUNDARY
NATIONAL PARK or
SECTION LINE16
SECTION LINE4
SECTION LINE
COUNTY BOUNDARY
CITY BOUNDARYCITY BOUNDARY
NATIONAL BOUNDARY
STATE BOUNDARY
TOWNSHIP or RANGE LINE
PROPERTY LINE
BRASS CAP
STEEL PIN
Top of Triangle Points North
TRAVERSE POINT (Horizontal & Vertical)
TRAVERSE POINT (Horizontal)
COORDINATE GRID TICK
SPOT ELEVATION
HUB & TACK
BORING LOCATION
RIPRAP/CULVERT RIPRAP
CHECK DAM
DIVERSION BERM
SILT FENCE
MILL AND OVERLAY
SIDEWALK ASPHALT/CONCRETE
FULL DEPTH PAVEMENT
OVERLAY
SECTION CORNER
SECTION CORNER4
SECTION16
PROPERTY CORNER
PARCEL NUMBER
EASEMENT (Permanent - Construction)
ROUTE NUMBERS
RIGHT-OF-WAY LINE
with MONUMENT
RIGHT-OF-WAY LINE
TOP OF CUT
TOE OF FILL
TRANSITION
SINGLE TRACK
ROADWAY, EXISTING
INTERMITTENT DRAINAGE/ SMALL CREEK
SPRING
LARGE CREEK/RIVER
RAILROAD
TRAIL
MULTIPLE TRACK
N
FO=Fibre optics
T=Telephone, E&T=Joint Electrical and Telephone
E=Electrical for distribution line
P=Electrical for transmission line
OVERHEAD(POWER POLE) UTILITIES
E=electrical, FO=fiber optics SS=storm sewer, T=telephone, W=water G=gas, O=oil, P=power, SA=sanitary sewer, UNDERGROUND UTILITIES
PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:-
DIVERSION CHANNEL
TEST PIT
B-1
TP-1
EOP
EOG
embankment
Mechanically stabilized MSE
Monument mon. or MON
Minimum min.
Mile[Kilometer] post M.P[K.P.]
Maximum max.
Material matl.
Mainline M.L.
Point on tangent POT
Point on spiral POS
Point on curve POC
Point of tangent to spiral PS or TS
Point of tangent PT
Point of spiral to tangent PST or ST spiral
Point of spiral to reverse SRS
Point of spiral to curve PSC or SC
Point of intersection PI
Point of curve to spiral PCS or CS
Point of curve PC
Point of compound curve PCC
Plate pl.
PHTPhoto monument
Pavement pvmt.
Bench mark BM
Beginning beg.
Bearing brg.
Balance point BP
Back BK
(curve delta or deflection)
Curve total angle
(spiral curve transitions)
Curve central angle
Culvert culv.
Corrugated metal pipe CMP
Continuous cont.
Construction joint Constr. jt.
Connection conn.
Column col.
Clear clr.
Centers ctrs.
Center to center cc, c-c or c. to c.
Centerline
Drop Inlet DI
Drawing(s) dwg(s), or drwg(s)
Distance dist.
Diaphragm diaph.
Diameter D, dia., or
Diagonal diag.
Design speed V
Design hourly volume DHV
Low water LW
Longitudinal(longitude) long.
Length of spiral Ls
(spiral curve transition)
Length of curve Lc
Length of curve(simple curve) L
Left lt., Lt. or LT
Latitude lat.
Lamination lam.
Typical typ.
Township T.
Thread thd.
easement
Temporary construction TCE
Temporary benchmark TBM
(spiral curve transition)
Tangent distance Ts
(tangent length)
Tangent distance T
On centers o. c.
Outside diameter OD
Out to out o. to o.
Original ground OG
A02
ABBREVIATIONS
SYMBOLS AND
SUPERPAVE ASPHALT CONCRETE PAVEMENT SACP
NORMINAL MAXIMUM SIZE AGGREGATE NMSA
EQUIVALENT SINGLE AXLE LOAD ESAL
M
P R
O J E
C T
S e v e r (1
(1
(1
P r o j
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D A -E
V E
R
(1 s y m .d g n
:1 :4
P
M -A p r -2
:1
P
M
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REG STATE PROJECT SHEET NO.
NPS
NO.NO.
PMIS
120416
EVERGLADES NATIONAL PARK
SE FL
220(1), 228(1), 232(1)
NPS-EVER
C02
PAVING SUMMARY
M
P R
O J E
C T
S e v e r (1
(1
(1
P r o j
D e v C
A D
D C
C -E
V E
R
(1 s u m .d g n
:4
:4
P
M -A p r -2
:4
P
M
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REG STATE PROJECT SHEET NO.
NPS
NO.NO.
PMIS
120416
EVERGLADES NATIONAL PARK
SE FL
220(1), 228(1), 232(1)
NPS-EVER
SUMMARY
PAVEMENT MARKING
C03
M
P R
O J E
C T
S e v e r (1
(1
(1
P r o j
D e v C
A D
D C
C -E
V E
R
(1 s u m .d g n
:4
:4
P
M -A p r -2
:4
P
M
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REG STATE PROJECT SHEET NO.
NPS
NO.NO.
PMIS
120416
EVERGLADES NATIONAL PARK
SE FL
220(1), 228(1), 232(1)
NPS-EVER
E401-01
U.S. CUSTOMARY DETAIL
NO SCALE
DETAILDETAIL APPROVED FOR USE
TRANSITIONS
PAVEMENT
2.5
1.5 d - Inches Transition Length - Feet pavement depth, 2’’ minimum) existing asphalt2
(Depth of cut equals
Saw cut
APPROVED : MAY 2011
S01
Existing asphalt pavement
Existing base course
New asphalt pavement
New base course
Existing asphalt pavement
Existing base course d
Remove pavement (mill)
Transition length variable (See table) d d d
Existing asphalt pavement
Existing base course
Transition length variable (See table)
1 2 d1
NEW PAVEMENT
OVERLAY
OVERLAY - DEPTH TRANSITIONS
(depth 2)
Asphalt overlay
(Depth equals "d")
Saw cut
(Final course)
Asphalt overlay
(depth 1)
Asphalt overlay
(for table d -d = d )
M
P R
O J E
C T
S e v e r (1
(1
(1
P r o j
D e v C
A D
D S td -D e t\
S 1-s t4
1_ d e ta il .d g n
:5
1:
P
M -A p r -2
:5
P
M
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REG STATE PROJECT SHEET NO.
NPS
NO.NO.
PMIS
120416
160 SE FL
220(1), 228(1), 232(1)
NPS-EVER
DETAIL
4" 4"
.4
.3
9.25"
1.
reflector.
a combination of colors the same as the
The shell of the marker to be of one color or2.
clear (white), yellow or red as specified.
Colors of the reflective markers to be either
.7
.7
.7
9.25"
NOTES:
PAVEMENT MARKERS
RAISED
U.S. CUSTOMARY DETAIL
E634-02
NO SCALE
APPROVED : MAY 2011
DETAIL APPROVED FOR USE
S02
Reflective material
TYPE ETYPE D
SNOW PLOWABLE PAVEMENT MARKERS
TYPE A TYPE B
NON-SNOW PLOWABLE PAVEMENT MARKERS
TYPE C
M
P R
O J E
C T
S e v e r (1
(1
(1
P r o j
D e v C
A D
D S td -D e t\
S -s t6 d e ta il .d g n
:5
:1
P
M -A p r -2
:5
P
M
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REG STATE PROJECT SHEET NO.
NPS
NO.NO.
PMIS
120416
160 SE FL
220(1), 228(1), 232(1)
NPS-EVER
DETAIL
U.S. CUSTOMARY DETAIL
E634-03
NOTES:
RAISED PAVEMENT MARKERS
WITH AND WITHOUT
PAVEMENT MARKINGS
NO SCALE
Single Solid White Striping (edge striping)
Edge of pavement (Typ.)
broken yellow striping
4" wide
12 ft
3 ft
10 ft 30 ft
N broken white striping
4" wide
Edge of pavement (Typ.)
broken yellow striping
4" wide
Raised
Pavement
Markers
(Typ.)
4" wide broken white striping
10 ft 30 ft
N
12 ft3 ft
M
M
N
Single Solid White Striping (edge striping) broken white striping
4" wide
Raised
Pavement
Markers
(Typ.)
Double Solid Yellow Striping (centerline)
10 ft 30 ft
N
2N or less
N
Double Solid Yellow Striping (centerline) broken white striping
4" wide
30 ft10 ft
(See Detail 634-2)
Raised Pavement Marker
Solid Yellow Striping
Single Solid White Striping (edge striping)
Raised
Pavement
Marker
(Typ.)
Single Solid Yellow Striping
N
See Detail A
All striping shall be in accordance with the Manual on Uniform Traffic
Control Devices (MUTCD) latest edition.
Space and install Raised Pavement
MUTCD and as shown in this detail
Markers in accordance with the or as directed by the CO.
2.
1.
APPROVED : MAY 2011
DETAIL APPROVED FOR USE
S03
DOUBLE SOLID YELLOW STRIPING
BROKEN SINGLE WHITE AND
WITH RAISED PAVEMENT MARKERS
DOUBLE SOLID YELLOW STRIPING
BROKEN SINGLE WHITE AND
WITH RAISED PAVEMENT MARKERS
DOTTED WHITE STRIPING
BROKEN SINGLE YELLOW AND
DOTTED WHITE STRIPING
BROKEN SINGLE YELLOW AND
DETAIL A
WITH RAISED PAVEMENT MARKERS
SINGLE SOLID YELLOW STRIPING
M
P R
O J E
C T
S e v e r (1
(1
(1
P r o j
D e v C
A D
D S td -D e t\
S -s t6 d e ta il .d g n
:5
:5
P
M -A p r -2
:5
P
M
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REG STATE PROJECT SHEET NO.
NPS
NO.NO.
PMIS
120416
160 SE FL
220(1), 228(1), 232(1)
NPS-EVER
| A01 |
| A02 |
| A03 |
| B01 |
| C01 |
| C02 |
| C03 |
| D01 |
| D02 |
| D03 |
| P01 |
| P02 |
| P03 |
| S01 |
| S02 |
| S03 |
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