Plans 69056718B000028.pdf
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- Solicitation number
- 69056718B000028
About this file
This federal contract opportunity solicits bids for repair and construction work on bridges and culverts within Denali National Park in Alaska. The work includes minor bridge repairs with painting of bridge rails, replacing a concrete box culvert at milepost 52, conducting rockfall mitigation such as scaling and installing dowels and bolts at milepost 52.9, and other minor items. The project length is 0.3 miles and has a tentative fixed completion date of Fall 2020. The estimated price range for the work is $2 million to $3 million. The project sites are located approximately 145 miles southwest of Fairbanks at mileposts 23, 52, 52.9 and 61 within the park. The solicitation number is 69056718B000028 and is issued by the National Park Service under the Department of Transportation Federal Highway Administration.
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Project Location
I I
I LAKE CLA
\ NAT'L
SOUTH CENTRAL
ALASKA KEY MAP
TYPE O F CONSTRUCTION:
Minor bridge repair, excavation, drainage, aggregate, rock scaling and concrete box culvert
DESIGN DESIGNATION:
ADT (2019)
ADT(2039)
V e (max)
<100 <100
35MPH
6%
SPECIFICATION:
Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14
PLANS PREPARED BY
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
VANCOUVER, WASHINGTON
� PROJECT MANAGER
�1-----------l
B. STOKES
I
I
U. S. DEPARTMENT OF THE INTERIOR
NATIONAL PARK SERVICE
DENALI NATIONAL PARK AND PRESERVE
PLANS FOR PROPOSED PROJECT
AK NPS DENA 10(47) & 10(48)
NPS PMIS NO. 164258A, 242398A & 242400A
REPAIR TWO DENALI PARK ROAD BRIDGES
AND CULVERT REPLACEMENT MP 52
N
& ROCKFALL MITIGATION MP 52.9
DENALI BOROUGH
ALASKA
SITE WORK - 5 LOCATIONS - TOTAL LENGTH = APPROX. 1 MILE
25 0
SCALE IN MILES
25 50 75 100
STATE PROJECT
SHEET
NUMBER
AK NPS DENA 10(47) & 10(48) A.1
SE C T I O N IND EX
A. GENERAL INFORMATION
B. SUMMARY OF QUANTITIES
C . TYPICAL SECTIONS
D. PLAN-PROFILE
E. BRIDGES
F. EROSION CONTROL
G. GEOTECHNICAL DETAILS
H. DRAINAGE
I. TEMPORARY TRAFFIC CONTROL PLAN
J . PERMANENT TRAFFIC CONTROL PLAN
See Sheet A.2 for Index to Sheets
APPROVED:
Chief of Engineering, Western Federal Lands Highway Division
Superintendent, Denali National Park and Preserve
Regional Director, Alaska Region, National Park Service
DATE ____ _
DATE ____ _
DATE ____ _
/s/ Brooke Merrell
/s/ Donald Striker
2/24/2021
2/24/2021
Sheet and Description
SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I SECTION J -
TYPICAL
SECTIONS PLAN-PROFILE BRIDGES EROSION
CONTROL
GEOTECHNICAL
DETAILS DRAINAGE
TEMPORARY
TRAFFIC
CONTROL
PERMANENT
TRAFFIC
CONTROL
ALLOWANCE Bid Schedule
A0020 15101-0000 MOBILIZATION LPSM ALL
A0040 15201-0000 CONSTRUCTION SURVEY AND
STAKING LPSM ALL
A0060 15301-0010 CONTRACTOR QUALITY CONTROL
AND ASSURANCE LPSM ALL
A0080 15401-0000 CONTRACTOR TESTING LPSM ALL
A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL
A0120 15702-1000 SOIL EROSION CONTROL,
TEMPORARY DIVERSION CHANNEL LPSM All ALL
A0140 15705-1400 SOIL EROSION CONTROL, FIBER
ROLL LNFT 40 2,365 95 2,500
A0160 15705-1800 SOIL EROSION CONTROL,
TEMPORARY DIVERSION BERM LNFT 700 700
A0180 20101-0000 CLEARING AND GRUBBING ACRE 0.6 0.1 0.7
A0200 20301-1900 REMOVAL OF PIPE CULVERT EACH 1 1
A0220 20304-1000 REMOVAL OF STRUCTURES AND
OBSTRUCTIONS (GABION
BASKET/REVETMENT MATTRESS) LPSM All ALL
A0240 20304-1000 REMOVAL OF STRUCTURES AND
OBSTRUCTIONS (RAILROAD TIES) LPSM All ALL
A0260 20401-0000 ROADWAY EXCAVATION CUYD 1,574 226 1,800
A0280 20701-0300 SEPARATION-STABILIZATION
GEOTEXTILE, CLASS 1, TYPE C SQYD 60 60
A0300 20702-0300 GEOTEXTILE FILTER, CLASS 1,
TYPE C SQYD 500 50 550
A0320 25101-0100 PLACED RIPRAP, METHOD A,
CLASS 1 (GOVERNMENT FURNISHED) CUYD 10 10
A0340 25101-0200 PLACED RIPRAP, METHOD A,
CLASS 2 (GOVERNMENT FURNISHED) CUYD 475 25 500
A0360 25101-0300 PLACED RIPRAP, METHOD A,
CLASS 3 (GOVERNMENT FURNISHED) CUYD 40 40
A0380 30201-2000 ROADWAY AGGREGATE, METHOD 2
(GOVERNMENT FURNISHED) CUYD 1,087 113 1,200
A0400 55101-1100 STEEL H-PILE, IN PLACE LNFT 53 53
A0420 55103-1000 SHEET PILE, IN PLACE SQYD 975 975
A0440 55222-0000 REPAIR CONCRETE (SANCTUARY
RIVER BRIDGE JOINTS) LPSM All ALL
A0460 56301-2000 PAINTING, STEEL STRUCTURE
(SANCTUARY RIVER BRIDGE RAILS) LPSM All ALL
MileStone: 100% Date Completed: In Progress Report Date: 02/26/21
A M E N D
Line Item No.
Pay Item Number
SUMMARY OF QUANTITIES - Schedule A
-F eb
-2
:5
A M
Remarks and/or Determination of Estimated
Quantity Pay Item Description Unit
Estimated Quantities
C
TW
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\A K N
PS
D
EN
A
(4
8) B ug S tu ff er
\E st im at es su m m ar y1 3.
xl sm
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STATE PROJECT
B.1NPS DENA 10(47)&10(48)AK
SHEET
NUMBER
NPS PMIS No. 242398A, 242400A & 164258A NPS Drwg No.184/80301 & 187/80300
TYPICAL
SECTIONS PLAN-PROFILE BRIDGES EROSION
CONTROL
GEOTECHNICAL
DETAILS DRAINAGE
TEMPORARY
TRAFFIC
CONTROL
PERMANENT
TRAFFIC
CONTROL
ALLOWANCE Bid Schedule
A0480 56301-2000 PAINTING, STEEL STRUCTURE
(STONY CREEK BRIDGE) LPSM All ALL
A0500 57501-0000 MINOR BRIDGE WORK (STONY
CREEK BRIDGE) LPSM All ALL
A0520 60220-2950 10 FEET SPAN, 4 FEET RISE
PRECAST REINFORCED CONCRETE
BOX CULVERT LNFT 60 60
A0540 60403-0000 INLET (RISER) EACH 1 1
A0560 62201-0250 DUMP TRUCK, 10 CUBIC YARD
MINIMUM CAPACITY HOUR 40 40
A0580 62201-1000 WHEEL LOADER, 4 CUBIC YARD
MINIMUM RATED CAPACITY HOUR 40 40
A0600 62201-2050 ROLLER HOUR 40 40
A0620 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM
BLADE HOUR 40 40
A0640 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC
YARD MINIMUM CAPACITY WITH
THUMB ATTACHMENT HOUR 40 40
A0660 62302-0100 SPECIAL LABOR, SLOPE SCALING Quantity is individual scaler
HOUR 2,000 100 2,100 hours.
A0680 62406-0300 PLACING CONSERVED TOPSOIL,
4-INCH DEPTH ACRE 0.6 0.1 0.7
A0700 63308-2000 OBJECT MARKER, TYPE 2 (1V) EACH 8 8
A0720 63501-2000 TEMPORARY TRAFFIC CONTROL,
TRAFFIC SIGNAL SYSTEM LPSM ALL
A0740 63502-0600 TEMPORARY TRAFFIC CONTROL,
BARRICADE TYPE 3 EACH 12 12
A0760 63502-0700 TEMPORARY TRAFFIC CONTROL,
CONE EACH 130 20 150
A0780 63502-1600 TEMPORARY TRAFFIC CONTROL,
WARNING LIGHT TYPE B EACH 12 12
A0800 63503-0400 TEMPORARY TRAFFIC CONTROL,
CONCRETE BARRIER LNFT 160 160
A0820 63504-1000 TEMPORARY TRAFFIC CONTROL,
CONSTRUCTION SIGN SQFT 186 12 198
A0840 63506-0500 TEMPORARY TRAFFIC CONTROL,
FLAGGER HOUR 900 100 1,000
A0860 63507-0700 TEMPORARY TRAFFIC CONTROL,
TRAFFIC CONTROL SUPERVISOR DAY 90 10 100
-F eb -2
:5
A M
MileStone: 100% Date Completed: In Progress Report Date: 02/26/21
C
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\A K N
PS
D
EN
A
(4
8) B ug S tu ff er
\E st im at es su m m ar y1 3.
xl sm
]S he et
2) SUMMARY OF QUANTITIES - Schedule A
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
Estimated Quantities
Remarks and/or Determination of Estimated
Quantity
STATE PROJECT
B.2NPS DENA 10(47)&10(48)AK
SHEET
NUMBER
TYPICAL
SECTIONS PLAN-PROFILE BRIDGES EROSION
CONTROL
GEOTECHNICAL
DETAILS DRAINAGE
TEMPORARY
TRAFFIC
CONTROL
PERMANENT
TRAFFIC
CONTROL
ALLOWANCE Bid Schedule
A0880 63713-0000 FIELD OFFICE SERVICES MO 3 3
A0900 64704-1600 MITIGATION, STREAMBED CHANNEL
RECONSTRUCTION CUYD 1,052 1,052
A0920 65602-0000 TEMPORARY ROADWAY ROCKFALL
PROTECTION LPSM All ALL
-F eb -2
:5
A M
MileStone: 100% Date Completed: In Progress Report Date: 02/26/21
C
TW
_O
R D
\A K N
PS
D
EN
A
(4
8) B ug S tu ff er
\E st im at es su m m ar y1 3.
xl sm
]S he et
3) SUMMARY OF QUANTITIES - Schedule A
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
Estimated Quantities
Remarks and/or Determination of Estimated
Quantity
STATE PROJECT
B.3NPS DENA 10(47)&10(48)AK
SHEET
NUMBER
STATE PLANE COORDINATES GEO COORDINATES
POINT
NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID
HEIGHT
COMBINED
FACTOR DESCRIPTION NOTE:
7001 3476913.029 1641257.729 3249.839 63°30'53.928784"N 149°59'41.458221"W 3297.2768 0.99974281 1.
9001 3476777.224 1641447.551 3243.081 63°30'52.591652"N 149°59'37.273753"W 3290.522 0.99974313
BUG1 3475849.084 1643747.283 3320.377 63°30'43.449628"N 149°58'46.581809"W 3367.8504 0.99973946 5/8" IR w/fhwa alum cap
BUG2 3475975.210 1643428.928 3295.384 63°30'44.692258"N 149°58'53.598651"W 3342.8546 0.99974065 5/8" IR w/fhwa alum cap
STONY 3455943.228 1603386.804 3935.483 63°27'26.841808"N 150°13'34.710259"W 3982.8192 0.9997117 5/8" IR w/fhwa alum cap
Y125 3474436.939 1632261.283 3162.047 63°30'29.521317"N 150°02'59.748262"W 3209.4717 0.99974707 Brass Cap
PROJECT : Culvert Replacement MP52 rockfall mitigation MP 52.9 PROJECT UNITS : US Survey Foot
COORDINATE SYSTEM : Alaska zone 4 SPCS NAD83 (2011) VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID12b
EPOCH DATE : 2010.000
To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor of the two points.
C
M yF ile s\
Pr oj ec ts
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1\ Al as ka
\B ug st uf fe r\
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8:
A M
W
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S ur ve y
W
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H D
S ur ve y
D es ig ne d by
C he ck ed b y:
STATE PROJECT
D.5
SHEET
NUMBER
NPS DENA 10(47)&10(48)AK
SURVEY CONTROL
NO. DATE BY REVISIONS NO. DATE BY REVISIONS
9830-007P
REPAIR DETAILS
SANCTUARY RIVER BRIDGE
ELEVATION
PLAN
TYPICAL SECTION
A A
"2 164'-8 65'-2" "2
164'-8
Along centerline
194'-7"
12'-0" 12'-0"2'-3" 2'-3"
(Typ.)
MC8x21.4
Begin bridge End bridge
1" joint seal and filler
Remove existing
SECTION A-A
EXISTING PROPOSED
1"10""
4'-0" 4'-0"8'-0" 8'-0"1'-9" 1'-9"
No scale beads and silicone band
Field applied silicone corner
1 M in silicone
Precompressed
Impregnated foam both sides
Epoxy adhesive N
(Typ.)
elastomeric concrete joint header with
Remove and recast
Legend:
S a n c tu a ry R iv e r
Note:
BAO
(Typ.)
(To remain) reinforcement
Existing
Footnote:
391 LNFT (Information Only Quantity) [2]
65 LNFT (Information Only Quantity)[1] welded to angle
" Support bar 8
30°
(Typ.)
recast joint headers.
joints. Remove and remove and reseal pier
Repair Concrete;
Type 2 (1V)
Object Marker, C Abutment 2LLC Abutment 1L C Pier 1 LC Pier 2
(See Note 2) welded stud anchor @ 1'-0"
" Ø 4 1"x4
1 with 24 1L2x2x
(Typ.)
mounting brackets repaint steel railing and remove existing paint and
Painting, Steel Structure;
(Typ.)
mounting brackets repaint steel railing and remove existing paint and
Painting, Steel Structure;
Continue new joint seal up curb line face to exterior face of curb.
to ASTM A123. Install angle between curbs matching bridge deck crown.
Provide steel angle conforming to ASTM A36. Galvanize angle according2.
mounting bracket details.
Field verify all dimensions. Refer to as-builts for steel railing layout and 1.
C StructureL
E.1
Structure Number
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO. DATE BY REVISIONS NO. DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
DRAWING NO.
DENALI NATIONAL PARK AND PRESERVE
2B. OLTMANNAF AF
AK
NPS Drwg. No. 184/80301
NPS Drwg. No. 184/80300
NPS PMIS No. 164258A
NPS PMIS No. 242398A & 242400A
NPS DENA 10(47) & 10(48)
MARCH 2021
D e fa u lt c p w w o r k d E
D E
N A P
E .D
G N
P
M
J a n u a r y
NO. DATE BY REVISIONS NO. DATE BY REVISIONS
9830-015P
REPAIR DETAILS
STONY CREEK BRIDGE
ELEVATION
PLAN
TYPICAL SECTION
12'-0" 12'-0"2'-3" 2'-3"
Begin bridge
End bridge
4'-0" 4'-0"8'-0" 8'-0"1'-9" 1'-9"
104'-7"
"2 134'-8 35'-2" "2
134'-8
DETAIL A
B
B
O v e rl a p
(Typ.)
21WF59
N
S to n y C r e e k
"4
Legend:
VIEW B-B
Note:
No Scale
(Typ.)
See Detail A
BAO
Control, Fiber Roll
Place Soil Erosion
Footnote:
3,000 SQFT (Information Only Quantity)[1] as directed by the CO
Riprap, Method A, Class 1
Repair erosion with Placed
AT INTERMEDIATE AND PIER DIAPHRAGM AT ABUTMENT DIAPHRAGM
14WF30 MC12x25
Existing scupper
Type 2 (1V)
Object Marker, bent plate
" Three-sided16
C Abutment 2C Abutment 1L LC Pier 1 LC Pier 2 L repair to no more than 5".
Concrete repair area to be determined by CO. Limit depth of3.
Paint scupper extensions after installation.
Furnish steel for scupper extensions conforming to ASTM A36.2.
layout and bearing assembly details.
Field verify all dimensions. Refer to as-builts for steel superstructure1.
(Typ.)
and all bearing assemblies repaint steel superstructure remove existing paint and
Painting, Steel Structure;
approx. 3'-0" x 2'-6" deck surface, repair deteriorated
Minor Bridge Work;
(See Detail A)
8 locations extend scupper, Minor Bridge Work;
C StructureL
E.2
Structure Number
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO. DATE BY REVISIONS NO. DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
DRAWING NO.
DENALI NATIONAL PARK AND PRESERVE
2B. OLTMANNAF AF
AK
NPS Drwg. No. 184/80301
NPS Drwg. No. 184/80300
NPS PMIS No. 164258A
NPS PMIS No. 242398A & 242400A
NPS DENA 10(47) & 10(48)
MARCH 2021
D e fa u lt c p w w o r k d E
D E
N A P
E .D
G N
P a r c h
10.4 x 16 20301 -1900
20701 -0300
25101 -3000
60220 -2950
60403 -0000
Station
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REMARKS
See below for numbered notes
FEET CUYD EACH SQYD CUYD LNFT EACH Lt Rt
103+77 3 45 1 60 40 60
104+85 1 RIGHT
PROJECT TOTAL 45 1 60 40 60 1
Allowable Pipe Material A Aluminum AS Aluminized steel
NOTE: C Concrete
1. Culvert locations are approximate, field locate per Subsection 152.05(g) GS Galvanized steel
P Plastic (blank) Any appropriate material x/__ Any appropriate material except __
PAY ITEM NUMBER
TABULATION OF DRAINAGE QUANTITIES
Note: The quantities shown hereon are approximate and are subject to field adjustments.
STATE PROJECT
H.1
C
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\A K N
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A
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\S ub m itt al s\
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D es ig ne d by
C he ck ed b y:
NUMBER
SHEET
NPS DENA 10(48)&10(47)AK
NPS PMIS No. 2423984 & 242400A NPS Drwg. No. 184/80301
NPS PMIS No. 164258A NPS Drwg. No. 184/80300
AK NPS DENA 10(47) & 10(48 I.2
AK NPS DENA 10(47) & 10(48 I.3
AK NPS DENA 10(47) & 10(48 I.4
AK NPS DENA 10(47) & 10(48 I.5
AK NPS DENA 10(47) & 10(48 I.6
AK NPS DENA 10(47) & 10(48 J.1
| 2021-03-15T10:06:03-0700 | |
| BRENT L COE |
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