Plans.pdf
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- RECOVERY, Blue Ridge Parkway 2T13
- Solicitation number
- DTFH71-10-B-00026
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| File | Type | Posted |
|---|---|---|
| ADV_Bidder's Qualifications Form.doc | DOC document | |
| Tunnel Inspection Report.pdf | ||
| ARRA Sign Pictographs.pdf | ||
| FP03 Errata.pdf | ||
| FP03_Eng .pdf | ||
| IFB Solicitation - BLRI 2T13.pdf | ||
| ARRA Sign Placement Guidance.pdf |
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U.S. DEPARTMENT OF THE INTERIOR
A1
A2
A3
C1
M1
S1-S13
Title Sheet
Symbols And Abbreviations
Tabulation of Quantities
Erosion Control Narrative
Standards And Details
SHEET
NO
DESCRIPTION
INDEX TO SHEETS
PLANS FOR PROPOSED
REG STATE PROJECT
SHEET
NO.
SE NC 34
NATIONAL PARK SERVICE
NPS
NO.
100834
DESCRIPTION OF PROJECT
IMPROVEMENT:
PROJECT LENGTH:
ROAD:
WIDTH TYPE
SURFACE:
BASE
ROADBED
22’ +
22’ +
ADT (2009)
ADT (2030)
DHV
%Truck
D
V (MPH)
60/40
0%
SPECIFICATIONS:
"Standard Specifications for Construction of
Roads and Bridges on Federal Highway Projects", FP-03 U.S.Customary Units.
TUNNEL:
DESIGN DESIGNATION:
22’ +/-
Existing e(max) 8%
C/A None
Existing
Project Manager
RIP DATA: Route 0013A, Cycle 3
PMIS NO.
TOTAL
SHEETS
BLUE RIDGE PARKWAY
M
P ro je c ts
\b lr i\ t1
\p ro j_ d e v \C
A D
D \A
-B
L R
I2 T tt l.
d g n
:1
:0
P
M /1
/2
SCALE IN MILES
BUCK SPRINGS TUNNEL
Lead Designer
Yanina Kirtley
22’ HACP
HACP
BUCK SPRINGS TUNNEL
468 Feet
P
IS
G A
H
Bluff Mtn.
NEWFOUND
N A
N
TA
H A
LA
End of Blue Ridge Parkway
Big Witch Gap
4150’
5325’
Block Camp Gap 4496’
Balsam Mountain
6340’
WAYNESVILLE
CANTON
WEST CANTON
5842’
W r ig h ts
C r e e k
Soco Gap
Maggie Valley
Waterrock
Knob 5718’
Balsam Gap
3370’
Old
Bald
Dellwood
Richland
Balsam
Highest point on the Parkway 6047’
Beech Gap 5340’
Bear Creek Lake
Wolf Creek Lake
Lake Junaluska Cold Mountain
6030’
Graveyard Fields
Devils Courthouse 5462’
Looking Glass Rock 4493’
Tunnel Gap 4325’
Pounndingmill 4700’
Mt. Pisgah Mt. Pisgah
Wagon Road Gap 4535’
Elk Pasture Gap
4235’
Waterville Lake
Lake Powhatan
H o m in y
C re e k
M OUNTAIN
Mills River
26N
50 10
TUNNEL STRUCTURE
BUCK SPRINGS TUNNEL 5140-150P MILEPOST 407.25
HENDERSON COUNTY, NORTH CAROLINA
PLANS PREPARED BY
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
PROJECT PRA-BLRI 2T13
Lahoucine Ouhssayne
PRA-BLRI 2T13
R01-R04 Tunnel Plans
Tunnel Construction Plan
C2-C9 Summaries And Schedules
REHABILITATION OF BUCK SPRINGS TUNNEL
DRAINAGE CHASE REPAIR,AND OTHER MISCELLANEOUS WORK
148035
D1-D2
B1 Typical Sections
P1 Permanent Striping Plan
A1
Highway Design Manager
Shoukat Nawaz
Location Map & Traffic Control Plan
Replacement of Deteriorated Drainage Chases, Drainage Improvements, and Miscellaneous Work at Buck Springs Tunnel
N
Asheville
Greensboro
Charlotte
Raleigh
Jacksonville
Tennesse e
Virginia
Blue
R id ge
Pkw y.
740 5050 100
A tla ntic O ce an
KEY MAP
STATE OF NORTH CAROLINA
Project PRA-BLRI 2T13
SCALE IN MILES
March, 2010
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
Abutment Abut.
Aggregate aggr.
Ahead AH
Alternate alt.
Average daily traffic ADT
Back BK
Balance point BP
Bearing brg.
Begining beg.
Bench mark BM
Finish fin.
Flange flg.
Footing ftg.
Inside diameter ID
West W
Centerline
Center to center cc, c-c or c. to c.
Centers ctrs.
Clear clr.
Column col.
Connection conn.
Construction joint Constr. jt.
Continuous cont.
Corrugated metal pipe CMP
Culvert culv.
Curve centeral angle
(spiral curve transitions)
Curve total angle
(curve delta or deflection)
Design hourly volume DHV
Design speed V
Diagonal diag.
Diameter D, dia., or
Diaphragm diaph.
Distance dist.
Drawing(s) dwg(s), or drwg(s)
Drop Inlet DI
East E
Edge of pavement EP or EOP
Elevation elev.
Elevation with number El. 94.161
[El. 94.16]
Embankment emb.
End section ES
Equation EQ or eq.
Excavation exc.
Expansion joint exp. jt.
Galvanized galv.
Gage(gauge) ga.
Headwall hdwl.
Hexagon hex.
High water HW
Joint jt.
Lamination lam.
Latitude lat.
Left lt., Lt. or LT
Length of curve(simple curve) L
Length of curve Lc
(spiral curve transision)
Length of spiral Ls
Longitudinal(longitude) long.
Low water LW
Original groung OG
Out to out o. to o.
Outside diameter OD
On centers o. c.
Normal crown NC or NCR
North N
Radius R
Range R.
Reinforcement (reinforced) reinf.
Required reqd.
Right Rt., rt.or RT
Right-of-way R/W
Roadway Rdwy.
Route Rte.
Section Sec.
South S
Spacing, spaces or spaced spa.
Spiral central angle s
Standard std.
Station Sta.
Stiffener stiff.
Stringer stgr.
Structure struc.
Superelevation rate e
Symmetrical sym.
Tangent distance T
(tangent length)
Tangent distance Ts
(spiral curve transision)
Temporary benchmark TBM
Temporary construction TCE easement
Thread thd.
Township T.
Typical typ.
Vehicle per hour vph
Vertical point of intersection VPI
PAVEMENT REMOVAL/ROADWAY OBLITERATION
LAKE, POND or RESERVOIR; MARSHLAND
SLOPE STAKE
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
wall facewall face
TB or TP or
P/LP/L
MEDIAN & SIDE (CONCRETE) BARRIER
NATIONAL PARK or
FOREST BOUNDARY
116 SECTION LINE
14 SECTION LINE
SECTION LINE
COUNTY BOUNDARY
CITY BOUNDARYCITY BOUNDARY
NATIONAL BOUNDARY
STATE BOUNDARY
TOWNSHIP or RANGE LINE
PROPERTY LINE
BRASS CAP
STEEL PIN
TRAVERSE POINT (Horizontal & Vertical)
Top of Triangle Points North
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
14 SECTION CORNER
116 SECTION
PROPERTY CORNER
PARCEL NUMBER
EASEMENT (Permanent - Construction)
ROUTE NUMBERS
RIGHT-OF-WAY LINE
RIGHT-OF-WAY LINE
with MONUMENT
TOP OF CUT
TOE OF FILL
TRANSITION
SINGLE TRACK
ROADWAY, EXISTING
INTERMITTENT DRAINAGE/ SMALL CREEK
SPRING
LARGE CREEK/RIVER
RAILROAD
TRAIL
MULTIPLE TRACK
N
OVERHEAD(POWER POLE) UTILITIES
P=Electrical for transmission line
E=Electrical for distribution line
T=Telephone, E&T=Joint Electrical and Telephone
FO=Fibre optics
UNDERGROUND UTILITIES
G=gas, O=oil, P=power, SA=sanitary sewer, SS=storm sewer, T=telephone, W=water E=electrical, FO=fibre optics
DIVERSION CHANNEL
TEST PIT
B-1
TP-1
SYMBOLS AND
ABBREVIATIONS
SFDB
EOP
EOG
Mainline M.L.
Material matl.
Maximum max.
Mile[Kilometer] post M.P[K.P.]
Minimum min.
Monument mon. or MON
Mechanically stabilized MSE embankment
Pavement pvmt.
Photo monument PHT
Plate pl.
Point of compound curve PCC
Point of curve PC
Point of curve to spiral PCS or CS
Point of intersection PI
Point of spiral to curve PSC or SC
Point of spiral to reverse SRS spiral
Point of spiral to tangent PST or ST
Point of tangent PT
Point of tangent to spiral PS or TS
Point on curve POC
Point on spiral POS
Point on tangent POT
A2
PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:
Proposed Delineator
Proposed Raised Pavement Marker
American Recovery and Reinvestment Act ARRA
Single Solid White SSW
Double Solid Yellow DSY
Raised Pavement Markers RPM
TITLE
M
P ro je c ts
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\C A
D D
\A
-B
L R
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M
/4 /2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
SE NC
NPS
NO.
100834 148035
NO.
PMIS
PRA-BLRI 2T13
BLUE RIDGE PARKWAY
BUCK SPRINGS TUNNEL
R/W
R/W
No Symbol
TB or TP
P or
UD
W
No Symbol
TB or TP
P or
UD
W
Park
A3
LOCATION MAP
P ro je c ts
\b lr i\ t1
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\C A
D D
\A
-B
L R
I2 T lo c .d g n
:4
:1
A
M /8
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
SE NC
NPS
NO.
100834 148035
NO.
PMIS
PRA-BLRI 2T13
BLUE RIDGE PARKWAY
BUCK SPRINGS TUNNEL
B1
TYPICAL SECTIONTITLE
P ro je c ts
\b lr i\ t1
\p ro j_ d e v
\C A
D D
\B
B L
R I2
T ty p
.d g n
:3
:4
A M
/2
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
SE NC
NPS
NO.
100834 148035
NO.
PMIS
PRA-BLRI 2T13
TABULATION OF QUANTITIES
C1
‡63406-0400‡RAISED PAVEMENT MARKER TYPE D ‡ EACH ‡ 12 ‡ 12 ‡
‡63501-2000‡TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM ‡ LPSM ‡ ALL ‡ ALL ‡
‡63502-1300‡TEMPORARY TRAFFIC CONTROL, DRUM ‡ EACH ‡ 24 ‡ 24 ‡
‡63502-1500‡TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A ‡ EACH ‡ 24 ‡ 24 ‡
‡63502-1600‡TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B ‡ EACH ‡ 12 ‡ 12 ‡
‡63502-1900‡TEMPORARY TRAFFIC CONTROL, SHADOW VEHICLE ‡ EACH ‡ 1 ‡ 1 ‡
‡63503-0700‡TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS ‡ LNFT ‡ 1280 ‡ 1,280 ‡
‡63503-0800‡TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKING ‡ ‡ ‡ ‡
‡ ‡REMOVAL ‡ LNFT ‡ 1280 ‡ 1,280 ‡
‡63504-1000‡TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN ‡ SQFT ‡ 270 ‡ 270 ‡
‡15101-0000‡MOBILIZATION ‡ LPSM ‡ ALL ‡ ALL ‡
‡15401-0000‡CONTRACTOR TESTING ‡ LPSM ‡ ALL ‡ ALL ‡
‡15705-0100‡SOIL EROSION CONTROL, SILT FENCE ‡ LNFT ‡ 150 ‡ 150 ‡
‡15706-1000‡SOIL EROSION CONTROL, INLET PROTECTION ‡ EACH ‡ 3 ‡ 3 ‡
‡20202-0000‡SELECTIVE CLEARING ‡ SQYD ‡ 120 ‡ 120 ‡
‡20301-0700‡REMOVAL OF DELINEATOR ‡ EACH ‡ 35 ‡ 35 ‡
‡20301-3600‡REMOVAL OF RAISED PAVEMENT MARKER ‡ EACH ‡ 40 ‡ 40 ‡
‡20302-1600‡REMOVAL OF PAVED WATERWAY ‡ LNFT ‡ 40 ‡ 40 ‡
‡20431-1000‡SHOULDER, EXCAVATION ‡ CUYD ‡ 180 ‡ 180 ‡
‡30112-0000‡AGGREGATE SURFACE COURSE ‡ CUYD ‡ 180 ‡ 180 ‡
‡41301-0400‡ASPHALT PAVEMENT MILLING, 1 1/2-INCH DEPTH ‡ SQYD ‡ 2000 ‡ 2,000 ‡
‡55205-0000‡REPAIR CONCRETE ‡ SQYD ‡ 1 ‡ 1 ‡
‡56101-0000‡STRUCTURAL CONCRETE BONDING ‡ LNFT ‡ 650 ‡ 650 ‡
‡60510-0700‡6-INCH COLLECTOR PIPE ‡ LNFT ‡ 1200 ‡ 1,200 ‡
‡60526-0000‡DRAINAGE CHASE (GEOCOMPOSITE SHEET DRAIN) ‡ LNFT ‡ 400 ‡ 400 ‡
‡60709-0000‡CLEANING DRAINAGE STRUCTURES IN PLACE ‡ ‡ ‡ ‡
‡ ‡(PAVED WATERWAY) ‡ LNFT ‡ 330 ‡ 330 ‡
‡60801-0400‡PAVED WATERWAY, TYPE 4 ‡ SQYD ‡ 15 ‡ 15 ‡
‡62030-0000‡REPOINT STONE MASONRY ‡ LNFT ‡ 80 ‡ 80 ‡
‡62401-0300‡FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH ‡ SQYD ‡ 100 ‡ 100 ‡
‡62502-0000‡TURF ESTABLISHMENT ‡ SQYD ‡ 100 ‡ 100 ‡
‡63304-0900‡SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING ‡ SQFT ‡ 18 ‡ 18 ‡
‡63309-0000‡DELINEATOR ‡ EACH ‡ 35 ‡ 35 ‡
P ro je c ts
\b lr i\ t1
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A D
D \C
-B L
R I2
T q n t.
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:4
:2
P
M
/2
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
SE NC
NPS
NO.
100834 148035
NO.
PMIS
PRA-BLRI 2T13
SUMMARIES AND SCHEDULES
C2
M
P ro je c ts
\b lr i\ t1
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A D
D \C
-B L
R I2
T q n t.
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:2
:5
A M
/4
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
SE NC
NPS
NO.
100834 148035
NO.
PMIS
PRA-BLRI 2T13
C3
M
P ro je c ts
\b lr i\ t1
\p ro j_ d e v \C
A D
D \C
-B L
R I2
T q n t.
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:3
:5
P
M /8
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
SE NC
NPS
NO.
100834 148035
NO.
PMIS
PRA-BLRI 2T13
C4
M
P ro je c ts
\b lr i\ t1
\p ro j_ d e v \C
A D
D \C
-B L
R I2
T q n t.
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:5
:2
P
M
/2
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
SE NC
NPS
NO.
100834 148035
NO.
PMIS
PRA-BLRI 2T13
C5
P ro je c ts
\b lr i\ t1
\p ro j_ d e v \C
A D
D \C
-B L
R I2
T q n t.
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:3
:2
P
M /8
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
SE NC
NPS
NO.
100834 148035
NO.
PMIS
PRA-BLRI 2T13
C6
M
P ro je c ts
\b lr i\ t1
\p ro j_ d e v \C
A D
D \C
-B L
R I2
T q n t.
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:0
:2
A M
/4
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
SE NC
NPS
NO.
100834 148035
NO.
PMIS
PRA-BLRI 2T13
C7
M
P ro je c ts
\b lr i\ t1
\p ro j_ d e v \C
A D
D \C
-B L
R I2
T q n t.
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:5
:4
A M
/5
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
SE NC
NPS
NO.
100834 148035
NO.
PMIS
PRA-BLRI 2T13
C8
M
P ro je c ts
\b lr i\ t1
\p ro j_ d e v \C
A D
D \C
-B L
R I2
T q n t.
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:5
P
M /8
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
SE NC
NPS
NO.
100834 148035
NO.
PMIS
PRA-BLRI 2T13
C9
M
P ro je c ts
\b lr i\ t1
\p ro j_ d e v \C
A D
D \C
-B L
R I2
T q n t.
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:3
:5
P
M /8
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
SE NC
NPS
NO.
100834 148035
NO.
PMIS
PRA-BLRI 2T13
Existin g Stone Wall
Buck Spring
Tunnel
Existi ng paved waterway
Buck Spring
Tunnel
D1 shoulder
Existing Tunnel
Lining
Wide gravel shoulder Wide gravel
CONSTRUCTION PLAN
P ro je c ts
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D D
\D
-B
L R
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U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
SE NC
NPS
NO.
100834 148035
NO.
PMIS
PRA-BLRI 2T13
PLAN - SOUTH PORTAL
PLAN - NORTH PORTAL
ELEVATION - SOUTH PORTAL
SECTION B-B’
ELEVATION - NORTH PORTAL
SECTION A-A’
Spring Line
CL Existing
Tunnel
A
A’
B’
B
Existing Concrete Lining
Spring Line
L Existing
Tunnel
C
Existing edge of pavement
Existing paved waterway
NORTH AND SOUTH PORTALS
PLAN & ELEVATION
Existing edge of pavement
D2
Existing underdrain
Existing
Underdrain
Existing
Underdrain
P ro je c ts
\b lr i\ t1
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\C A
D D
\0
B
L R
I2 T
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A
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/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
SE NC
NPS
NO.
100834 148035
NO.
PMIS
PRA-BLRI 2T13
M1
EROSION AND SEDIMENT
CONTROL NARRATIVE
PRA-BLRI 2T13
II. SEQUENCE OF CONSTRUCTION
I. GENERAL GUIDELINES
III. LIST OF STRUCTURAL PRACTICES
IV. INSPECTION AND MAINTENANCE PROCEDURES FOR CONTROLS
P ro je c ts
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/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
SE NC
NPS
NO.
100834 148035
NO.
PMIS
PRA-BLRI 2T13
Buck Spring
Tunnel
Buck Spring
Tunnel
P1
PERMANENT STRIPING PLAN
13’-0"
13’-0"
P ro je c ts
\b lr i\ t1
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A D
D \P
-B
L R
I2 T s s p .d g n
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:0
P
M /8
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
SE NC
NPS
NO.
100834 148035
NO.
PMIS
PRA-BLRI 2T13
GENERAL NOTES INDEX OF DRAWINGS
R01
1 4 November 2009
GENERAL NOTES & INDEX
SCHEDULE OF TUNNEL QUANTITIES
SHEET NUMBER DRAWING TITLE
NO.
REGIONSTATE PROJECT
SHEET
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
BRIDGE DRAWING DATE DRAWING NO.
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADERNO. DATE BY REVISIONS NO. DATE BY REVISIONS
/8
/2
:1
:0
P
M M
P ro je c ts
\b lr i\ t1
\b ri d g e \M ic ro s ta
\N o te s .d g n of
SE NC
PRA-BLRI 2T13
Arvind PatelHR EP
NO.
NPS
100834
Not To ScaleHR/EMA
BUCK SPRINGS TUNNEL REHABILATATION
NO. DATE BY REVISIONS NO. DATE BY REVISIONS
/1
/2
:5
:3
P M
M
P ro je c ts
\b lr i\ t1
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\T u n n e l
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PARTIAL DEPTH CONCRETE-LINING
REPAIR DETAIL
FULL DEPTH CONCRETE-LINING
REPAIR DETAIL
4 2
R02
CONCRETE LINING REPAIR PLAN
PLAN
November 2009
N
NO.
REGIONSTATE PROJECT
SHEET
SE NC PRA-BLRI 2T13
NO.
NPS
100834
DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADER
Arvind PatelHR EP Not To ScaleHR/EMA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
BRIDGE DRAWING DATE DRAWING NO.
EASTERN FEDERAL LANDS HIGHWAY DIVISION
A
B
B
A
TYPICAL TUNNEL SECTION
3 4
R03
TYPICAL TUNNEL SECTION
November 2009
NO.
REGIONSTATE PROJECT
SHEET
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
BRIDGE DRAWING DATE DRAWING NO.
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADERNO. DATE BY REVISIONS NO. DATE BY REVISIONS
/2
/2
:0
:2
P
M M
P ro je c ts
\b lr i\ t1
\b ri d g e \M ic ro s ta
\T y p ic a l
T u n n e l
S e c ti o n
.d g
SE NC
Arvind PatelHR EP
NO.
NPS
100834
Not To ScaleHR/EMA
U.S. CUSTOMARY STANDARD
STANDARD APPROVED FOR USE 6/2005
REVISED: 6/2007 1/2010
SILT FENCE
E157-1
DETAIL
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
S1
M
P ro je c ts
\b lr i\ t1
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A D
D \S td -D e t\ s t1 d e ta il .d g n
:5
:0
A
M
/4 /2
REG STATE PROJECT SHEET NO.
SE NC
NPS
NO.
100834 148035
NO.
PMIS
E157-2
TEMPORARY
INLET PROTECTION
U.S. CUSTOMARY STANDARD
STANDARD APPROVED FOR USE 6/2005
S2
DETAIL
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
REVISED:
P ro je c ts
\b lr i\ t1
\p ro j_ d e v \C
A D
D \S td -D e t\ s t1 d e ta il .d g n
:5
:5
A
M
/4 /2
REG STATE PROJECT SHEET NO.
SE NC
NPS
NO.
100834 148035
NO.
PMIS
E608-02A
U.S. CUSTOMARY DETAIL
DETAILDETAIL APPROVED FOR USE
ASPHALT
PAVED WATERWAY
REVISED: 1/08 1/10
S3
P ro je c ts
\b lr i\ t1
\p ro j_ d e v
\C A
D D
\S td
-D e t\ s t6
A d e ta il .d g n
:2
:5
A
M /1
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
SE NC
NPS
NO.
100834 148035
NO.
PMIS
PRA-BLRI 2T13
THREE POST SIGNS
H
Elevation at edge of traveled way
W
Y V
Z
.5 Y
E d g e o f t r a v e le d w a y
D
(t y p
H
Same post size
0.15X
H
0.35X 0.35X 0.15XEdge of shoulder
X=12 ft. (min.) to
18 ft. (max.)
SINGLE POST SIGNS
H
1Elevation at edge of traveled way
W
Y V
Z .5
Y
E d g e o f t r a v e le d w a y
D
(t y p
Edge of shoulder
X=5 ft.
maximum
TWO POST SIGNS
H
Elevation at edge of traveled way
W
Y V
Z
0.5Y
E d g e o f t r a v e le d w a y
D
(t y p
H
Same post size
0.2X 0.2X0.6X
Edge of shoulder
X=5 ft. (min.) to
12 ft. (max.)
varies varies varies varies varies varies
SIGN MOUNTING
WITH STIFFENERS
( ALUMINUM BACKING ZEES )
3" Z 2.33 lb., 6061-T6 Aluminum
*-inch diameter carriage bolt with lockbolt fasteners
*-inch diameter carriage bolt with lockbolt fasteners
3"
Concrete footer
Concrete footer
SECTION A-A
MULTIPLE SIGN ASSEMBLY
( SINGLE POST, TYP. )
s p a c in g
** Maximum spacing between backing zees is 36-inches
SIGN MOUNTING
WITHOUT
STIFFENERS
Direction of traffic flow
3^
90^
For all retroreflectorized signs where W is more than 30 inches.
SIGN INSTALLATION ANGLE
SIGN ASSEMBLY
( WITH BACKING ZEES )
Additional backing zees, as required
6" typ.
Field drill for anchor bolt (see table)
Direction of traffic flow
(sign panel face)
Tubular steel post
(see Note 9)
A A
NOTES:
Back of sign painted
NPS brown (see Note 11)
Concrete footer
Breakaway support as required, typ.
(see Note 5)
Dia.
FOOTING DETAIL
PCC concrete
SEE STEEL POST SELECTION
TABLE FOR DIMENSIONS
1 4
See anchor/carriage bolt sizing table
Sign panel, see Note 12
1*" O.D. nonmetallic oversized washer washer (see table)
1 2 3
STEEL POST SELECTION TABLE
NUMBER OF POSTS
Product of X-Y-Z (ft3)
2" x 2"
4" x 2.5"
6" x 4"
POST SIZE
Gauge
Nominal Size Dia.
12"
15"
15"
Depth
CONCRETE FOOTING
D
30"
30"
30"
36"
36"
36"
STEEL POST BOLT SIZE WASHER SIZE
2" x 2"
4" x 2.5"
6" x 4"
3/8 " x 3 1/2 "
3/8 " x 5 1/2 "
3/8 " x 7"
3/8 "
3/8 "
3/8 "
1" O.D., *" I.D.
1" O.D., *" I.D.
1" O.D., *" I.D.
ANCHOR/CARRIAGE BOLT SIZING TABLE
NUT SIZE*
* Use vandal resistant hardware where possible lock nut (see table)
Breakaway support as required, see Note 5
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
Install signs in relation to the road:
W= 6 to 12 feet; V= 5 feet rural, 7 feet urban.
H thru H = Overall post length. Select post lengths to fit field conditions.
D= Minimum post embedded depth for average soil conditions. See steel post selection table below.
Z= the height from ground line to mid-height of sign at the longest post.
Signs erected within the clear zone require breakaway supports as illustrated in Detail E633-2.
Table values shown for the product of
XYZ are the maximum permitted, except for D.
The long side of post runs parallel to flow of traffic, short side of post is perpendicular to flow traffic.
For the purpose of post selection- X and Y are as follows: Single sign, or back to back signs- X and Y are the overall dimensions of the signs.
Multiple sign installations- X and Y are the dimensions of a rectangle enclosing all the signs.
Metal tubing (weathering steel). Hot rolled, flashing, welded mechanical steel tubing meeting ASTMA 500. Do not paint weathering steel posts.
Backing zees are required for signs having a minimum size of 42" wide by
36" high.
For all permanent signs, paint the back of signs and other specified hardware with two coats of Benjamin Moore, Moorgard, exterior latex low luster paint, Federal Standard 595B Color No.
20059 (NPS Brown).
Provide aluminum sign panel with retroreflective sheeting.
5"
6"
1 7/16 "
1 1/4 "
3"
3"
3"
M
P ro je c ts
\b lr i\ t1
\p ro j_ d e v
\C A
D D
\S td
-D e t\ s t6
-B d e ta il .d g n
:1
:3
P
M /8
/2
DETAIL
U.S. CUSTOMARY DETAIL
M
P ro je c ts
\b lr i\ t1
\p ro j_ d e v
\C A
D D
\S td
-D e t\ s t6
-B d e ta il .d g n
:1
:3
P
M /8
/2
E633-B
PERMANENT SIGN INSTALLATION
STEEL POSTS
DETAIL APPROVED FOR USE
REVISED:
3"
S e e N o te
Depth
D gauge thickness
36" MAX.
E q u a l
3"
3"
6"
3"
M
P ro je c ts
\b lr i\ t1
\p ro j_ d e v
\C A
D D
\S td
-D e t\ s t6
-B d e ta il .d g n
:1
:3
P
M /8
/2
REG STATE PROJECT SHEET NO.
SE NC
NPS
NO.
100834 148035
NO.
PMIS
PRA-BLRI 2T13
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
S4
DETAIL
E633-02
U.S. CUSTOMARY DETAIL
DETAIL APPROVED FOR USE
REVISED: 07/98 03/07
BREAKAWAY SIGN SUPPORT,
WEATHERING STEEL
S5
P ro je c ts
\b lr i\ t1
\p ro j_ d e v
\C A
D D
\S td
-D e t\ s t6 d e ta il .d g n
:1
:4
P
M /8
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
SE NC
NPS
NO.
100834 148035
NO.
PMIS
PRA-BLRI 2T13
S6
Notes:
E633-04A
TUNNEL DELINEATOR
(WALL MOUNTED)
REVISED: 12/02 1/2010
Side View Front View
P ro je c ts
\b lr i\ t1
\p ro j_ d e v
\C A
D D
\S td
-D e t\ s t6
A d e ta il .d g n
:0
:3
P
M
/1
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
SE NC
NPS
NO.
100834 148035
NO.
PMIS
PRA-BLRI 2T13
RAISED
PAVEMENT MARKERS
U.S. CUSTOMARY DETAIL
E634-02A
DETAIL APPROVED FOR USE 10/94
S7
REVISED: 11/94 03/2007 01/10
P ro je c ts
\b lr i\ t1
\p ro j_ d e v \C
A D
D \S td -D e t\ s t6 d e ta il .d g n
:0
:2
P
M /8
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
SE NC
NPS
NO.
100834 148035
NO.
PMIS
PRA-BLRI 2T13
E634-03A
DETAIL APPROVED FOR USE 10/94
PAVEMENT MARKINGS
WITH RAISED
PAVEMENT MARKERS
REVISED: 11/94 03/2007 01/2010
S8
P ro je c ts
\b lr i\ t1
\p ro j_ d e v \C
A D
D \S td -D e t\ s t6 d e ta il .d g n
:0
:4
P
M /8
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
SE NC
NPS
NO.
100834 148035
NO.
PMIS
PRA-BLRI 2T13
E634-06A
U.S. CUSTOMARY DETAIL
S9
REVISED: 02/07 06/07 02/08 01/10
PAVEMENT MARKINGS
(PROFILED)
P ro je c ts
\b lr i\ t1
\p ro j_ d e v \C
A D
D \S td -D e t\ s t6
A d e ta il .d g n
:0
:2
A
M
/2
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
SE NC
NPS
NO.
100834 148035
NO.
PMIS
PRA-BLRI 2T13
E635-01
DETAIL APPROVED FOR USE 02/2007
(m in
CONSTRUCTION TRAFFIC
CONTROL SIGN MOUNTING
U.S. CUSTOMARY DETAIL
REVISED: 02/07 06/07 02/08
S10
ROAD
AHEAD
WORK
ROAD
CLOSED
DETOUR 35
M PH.. .
M PH.. .
CLOSED
RIGHT LANE
AHEAD
M PH.. .
DETOUR
AHEAD
M PH.. .
P ro je c ts
\b lr i\ t1
\p ro j_ d e v
\C A
D D
\S td
-D e t\ s t6 d e ta il .d g n
:0
:4
P
M /8
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
SE NC
NPS
NO.
100834 148035
NO.
PMIS
PRA-BLRI 2T13
REVISED: 02/10
DETAIL APPROVED FOR USE
E635-05A
ROAD WORK
END
FEET
xxx
BE
PREPARED
TO STOP
ROAD
WORK
AHEAD
TEMPORARY TRAFFIC CONTROL
ROAD CLOSURE LAYOUT
(WITH FLAGGERS)
S11
P ro je c ts
\b lr i\ t1
\p ro j_ d e v
\C A
D D
\S td
-D e t\
S t6
A .d g n
:0
:3
P
M /8
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
SE NC
NPS
NO.
100834 148035
NO.
PMIS
PRA-BLRI 2T13
TEMPORARY TRAFFIC CONTROL
SINGLE LANE CLOSURE LAYOUT
(WITH SIGNALS)
DETAIL
U.S. CUSTOMARY DETAIL
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY
DETAIL APPROVED FOR USE 6/2005
S12
E635-9A
REVISED:
DRAFT: 1/2007 1/2010
P ro je c ts
\b lr i\ t1
\p ro j_ d e v \C
A D
D \S td -D e t\ s t6
-A
.d g n
:1
:4
P
M /8
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
SE NC
NPS
NO.
100834 148035
NO.
PMIS
PRA-BLRI 2T13
BLUE RIDGE PARKWAY
BUCK SPRINGS TUNNEL
AHEAD
ONE LANE
ROAD
STOP
HERE ON
RED
STOP
HERE ON
RED
ROAD WORK
END
ROAD WORK
END
ROAD
WORK
AHEAD
SPEED
LIMIT
15 MPH
SPEED ZONE
AHEAD
SPEED
LIMIT
30 MPH
SPEED ZONE
AHEAD
ROAD
WORK
AHEAD
E635-16
DETAIL APPROVED FOR USE 04/2009
U.S. CUSTOMARY DETAIL
AMERICAN RECOVERY AND
REINVESTMENT ACT
SIGN LAYOUT DETAILS (5.5’)
REVISED: 4/09 05/09
S13
.5
.6 .8
.5
.6
7.5 15.3 4 13.2 4 4.4 4 6.1 7.5
9 4 9
7.6 2.2
4 4 7.4 7.6
12.1 17.9 6 17.9 12.1
33.2
21.622.4
.5
22.4 17.4 4 18.8
32 5 4 12
3.4
.5
.4
6.9 12.7 4.8
.4
24.4
P ro je c ts
\b lr i\ t1
\p ro j_ d e v \C
A D
D \S td -D e t\ s t6 d e ta il .d g n
:1
:1
P
M /8
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
SE NC
NPS
NO.
100834 148035
NO.
PMIS
PRA-BLRI 2T13
| PRA-BLRI 2T13 PS&E.pdf |
| PIH 70%.pdf |
| Notes |
| Tunnel Lining Details |
| Typical Tunnel Section |
| Drainage Details |
| cpm |
| PIH70(1) |
| PIH70(1) |
| PIH70(1) |
| clean stone masonry |
| Plan Set 70%.pdf |
| Notes |
| Tunnel Lining Details |
| Typical Tunnel Section |
| Drainage Details |
| cpm |
| SCR.pdf |
| PROJECT: PRA-BLRI 2T13 |
| BUCK SPRING TUNNEL |
| Section 203.—REMOVAL OF STRUCTURES AND OBSTRUCTIONS |
| Section 552.—STRUCTURAL CONCRETE |
| Section 605.—UNDERDRAINS, SHEET DRAINS, AND PAVEMENT EDGE DRAINS |
| SCR.pdf |
| PROJECT: PRA-BLRI 2T13 |
| BUCK SPRINGS TUNNEL |
| Section 203.—REMOVAL OF STRUCTURES AND OBSTRUCTIONS |
| Section 552.—STRUCTURAL CONCRETE |
| Section 561.—STRUCTURAL CONCRETE BONDING |
| Section 605.—UNDERDRAINS, SHEET DRAINS, AND PAVEMENT EDGE DRAINS |
| Section 712.—JOINT MATERIAL |
| SCR.pdf |
| PROJECT: PRA-BLRI 2T13 |
| BUCK SPRINGS TUNNEL |
| Section 203.—REMOVAL OF STRUCTURES AND OBSTRUCTIONS |
| Section 552.—STRUCTURAL CONCRETE |
| Section 561.—STRUCTURAL CONCRETE BONDING |
| Section 605.—UNDERDRAINS, SHEET DRAINS, AND PAVEMENT EDGE DRAINS |
| Section 620.—STONE MASONRY |
| Section 712.—JOINT MATERIAL |
File details come from the government source that posted it. Updated .