J4 Project Drawings.pdf
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- Solicitation number
- 12034320Q0027
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| File | Type | Posted |
|---|---|---|
| Amendment 001 Corrected Page C-04.pdf | ||
| Amendment 001.pdf | ||
| J3 Project Specifications.pdf | ||
| 20Q0027 RFQ.pdf |
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DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
1/1 3/2
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REGION 1
NORTHERN REGION
RAINBOW POINT
BOAT RAMP
CUSTER GALLATIN
NATIONAL FOREST
HEBGEN LAKE
RANGER DISTRICT
SITE PLAN, CONTROL
POINTS, AND NOTES
01/08/2020
Z.HIEDEMAN
C.DAVIS
J.KEMPFF
C-02 2 6
EX. CONCRETE BLOCK (TYP)
(TO BE REMOVED)
HEBGEN LAKE
EX. DOCK AND 4" PILINGS
(PROTECT IN PLACE)
CP #2
CP #1
PARKING AREA
ISLAND
I
S
L
A
N
D
EX. WATER
APPURTENANCES
CONTROL POINT COORDINATES
POINT NORTHING EASTING ELEVATION
CP#1 197715.34' 1533607.35' 6542.64'
CP#2 197924.22' 1533525.85' 6540.87
BASIS OF BEARING:
All Bearings are based upon Geodetic Meridian.
EX. EDGE OF
PARKING AREA (TYP)
EX. TREE (TYP)
EX. EDGE OF
PAVEMENT (TYP)
PROPOSED
CONCRETE RAMP
SIGN (TYP)
SIGN (TYP)
RELOCATE EX. BOLLARDS AS
NECESSARY FOR NEW RAMP
LOCATION
RELOCATE EDGE OF
PARKING AREA FOR NEW
RAMP APPROACH
GEOTEXTILE: Use Class 1 Nonwoven Geotextile material complying with FP-14 Section 714.
PROJECT LOCATION: The project is located at the Rainbow Point day use area, 16 miles northwest of the town of West Yellowstone, Montana on Hebgen Lake.
DESCRIPTION OF WORK: The Contractor shall remove existing concrete ramp planks, and install new boat ramp as shown in the plans.
*Contractor may propose, at their option, alternatives to precast concrete option shown (CONTECH ARMORFLEX), such as precast boat ramp planks (Sheet C-06). Any alternative must be approved by the C.O. in writing prior to beginning work.
THE FOLLOWING NOTES APPLY UNLESS INDICATED OTHERWISE
SPECIFICATIONS: Project shall be completed in compliance with FHWA STANDARD SPECIFICATIONS FOR
CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-14) and FOREST
SERVICE SPECIAL SPECIFICATIONS.
EROSION CONTROL PLAN: Submit a soil erosion plan to the Contracting Officer at least 7 (seven) days prior to construction. Provide methods to prevent runoff from construction site from entering directly into Hebgen Lake and adjacent waterways.
BOAT RAMP PRECAST PLACEMENT PLAN: Submit a plan to the Contracting Officer for placement of precast components of the ramp at least 7 (seven) days prior to any construction activities. Precast component placement plan shall describe exactly how the Contractor plans to construct all boat ramp elements; shall include construction timing and sequencing; and shall include all anticipated dewatering activities and considerations.
TEMPORARY TRAFFIC CONTROL: The boat ramp area may be closed for construction. Submit a Temporary
Traffic Control Plan to the Contracting Officer for approval at least 30 days prior to intended use.
CONCRETE: Use Class A(AE) contrete with F'c = 4,000 PSI at 28 days and an entrained air content of 5% +/- 1%.
Chamfer all exposed edges of concrete 3/4" and fillet all acute angles 3" unless otherwise noted. Finish concrete in accordance with Section 522.16 of the Specifications. Concrete pour shall be monolithic, including thickened edge, between expansion joints.
REINFORCING STEEL: Use reinforcing steel of the deformed type conforming to AASHTO M31 (ASTM A615), Grade 60. Concrete cover shall be 2" min. except where shown. Cut and bend steel in accordance with ACI 315.
WELDING: Weld in accordance with the Structural Welding Code, AWS D1.1 with E70XX electrodes.
FOUNDATION INVESTIGATION: A subsurface foundation investigation was not completed at the site.
GENERAL NOTES
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DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
1/1 3/2
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REGION 1
NORTHERN REGION
RAINBOW POINT
BOAT RAMP
CUSTER GALLATIN
NATIONAL FOREST
HEBGEN LAKE
RANGER DISTRICT
RAMP PLAN-VIEW AND
LONGITUDINAL
SECTIONS
01/08/2020
Z.HIEDEMAN
C.DAVIS
J.KEMPFF
C-03 3 6
F
T
R
A M
P
W
I D
T H
15 FT 15 FT
EXPANSION
JOINT
CONTRACTION
JOINT (TYP.)
A
S H
E E
T
C
G
R
O
O
V
E
A
S T
A
S T
A
LONGITUDINAL SECTION
ON RAMP CENTERLINE
(NOT TO SCALE)
15 FT 15 FT 15 FT 15 FT 40 FT
CONTRACTION
JOINT (TYP.)
CONTRACTION
JOINT (TYP.)
EXPANSION
JOINT
CONTECH ARMORFLEX 50-S
PRECAST BLOCKS
DETAILS C-05 (NOT TO SCALE)
S T
A
CLASS 1 RIPRAP IN FABRIC
LINED DITCH PER DETAILS
(SECTION 251)
F
20 FT
F
T S
L O
P E
L E
N
G
T H
F
T S
L O
P E
L E
N
G
T H
2%
EXPANSION
JOINT
EXPANSION
JOINT
LONGITUDINAL
CONTRACTION
JOINT AT
CENTERLINE
RAMP PLAN VIEW
(NOT TO SCALE)
ANCHOR TOP PER
ARMORFLEX STANDARD
DETAIL (SHEET C-05)
CONTECH ARMORFLEX 50-S PRECAST
BLOCKS OR APPROVED EQUAL
(NOT TO SCALE)
ANCHOR TOE PER
ARMORFLEX STANDARD
DETAIL (SHEET C-05)
EXISTING GROUND
AT CONTRACTORS DISCRETION, PRECAST
CONCRETE PLANKS (SHEET C-06) MAY BE
SUBSTITUTED FOR ARMORFLEX BLOCKS.
S T
A
O H
W M
O r d i n a r y
H i g h
W a t e r
M a r k
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L
E V
A T
I O
N
F
E E
T
STATION (FEET)
Boat Ramp CL Profile
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+50
-2 .0
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
1/1 3/2
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REGION 1
NORTHERN REGION
RAINBOW POINT
BOAT RAMP
CUSTER GALLATIN
NATIONAL FOREST
HEBGEN LAKE
RANGER DISTRICT
PROFILE VIEW AND
SECTIONAL DETAILS
01/08/2020
Z.HIEDEMAN
C.DAVIS
J.KEMPFF
C-04 4 6
PROPOSED
CL GRADE
EXISTING CL GRADE
(SURVEYED)
S
E L
B E
G I N
B
S
E L
E N
D
R
A M
P
EXISTING CL GRADE
(PROJECTED)
2 FT
S
E L
G B
S
E L
E N
D
C
A S
T I N
P
L A
C E
B E
G
R M
O R
F L
E X
SECTION A: TYPICAL RAMP CROSS-SECTION
(NOT TO SCALE)
2 FT20 FT
H 1"=10'
V 1"=2.5'
F
T
F
T
FILL SLOPE AT 2H:1V
(TYP BOTH SIDES)
8"
GROOVED SURFACE
POURED CONCRETE RAMP
THICKENED EDGE PER
DETAIL THIS SHEET.
SITE-SPECIFIC GEOTEXTILE
CONTINUOUS UNDER RIPRAP
(TYP BOTH SIDES)
CLASS 1 RIPRAP
(PROTECT RAMP EDGES
AND SURFACE DURING
PLACEMENT)
GRADE, SMOOTH, AND COMPACT APPROVED
BEDDING MATERIAL IN ACCORDANCE WITH
SECTION 209
EXPANSION JOINT DETAIL
(NOT TO SCALE)
" EXPANSION JOINT FILLER.
EXTEND JOINT FILLER FROM BOTTOM
OF SLAB TO WITHIN
" OF FINISHED
SLAB SURFACE.
" x 18" DOWELS
AT 12" SPACING
4" 2"
1"
EXPANSION CAP
REBAR
LUBRICATE PORTION OF DOWEL IN
THIS SLAB TO PREVENT BOND
BETWEEN CONCRETE AND STEEL
SEALANT & BOND BREAKER
" RADIUS ALL CORNERS
THICKENED EDGE DETAIL
(NOT TO SCALE)
4"
8"
18"6"
3"-4"
2 FT
GRADE 60 #4 @ 12" MAX EACH DIRECTION
PROVIDE 18" STAGGERED SPLICE
GRADE 60 #4 @ 12" MAX EACH DIRECTION
PROVIDE 18" STAGGERED SPLICE
RAMP SURFACE GROOVE DETAIL
(NOT TO SCALE)
RAMP SURFACE
TRACTION / DRAINAGE GROOVE,
1" x 1" V PATTERN
Y
P
90 TYP.
1' TYP.
6"
S
E L
B E
G
R
P
R A
P
F L
A N
K
A
R M
O R
S
E L
O H
W M
CHAMFER
EDGE
" TYP.
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L E
V A
T I O
N
F
E E
T
STATION (FEET)
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+50
-2 .0
ARMORFLEX
CONCRETE MATTRESS
BOAT RAMP CONCRETE
PER DETAILS SHEET C-04
ARMORFLEX
CONCRETE MATTRESS
CLASS 1 RIPRAP
PROPOSED
CL GRADE
EXISTING CL GRADE
(SURVEYED)
S
E L
B E
G
B
S
E L
E N
D
R
A M
P
EXISTING CL GRADE
(PROJECTED)
S
E L
G B
S
E L
HIGHEST RECORDED WATER
SURFACES (2010-2019)
HIGH MARCH 1, MARCH 15,
APRIL 1 & APRIL 15
HIGH MAY 15
PREDICTED WATER SURFACES
(2020)
HIGH MAY 1
HIGH JUNE 1 & JUNE 15
(OHWM)
NOTES:
1. WATER SURFACES AT RAMP SITE WERE ESTIMATED USING RESERVOIR FOREBAY
ELEVATIONS REPORTED BY THE USBR ON 11/27/2019 AT THE FOLLOWING WEBSITE:
https://www.usbr.gov/gp/hydromet/hydromet_arcread.html
2. FOREBAY WATER SURFACE ELEVATIONS WERE CONVERTED TO SURVEYED RAMP SITE
ELEVATIONS USING THE FOLLOWING CONVERSION:
SURVEYED WS ELEVATION ON 10/8/19 OF 6536.2 = USBR ELEVATION ON 10/8/19 OF 6531.6
HISTORIC WATER SURFACE ELEVATIONS ALONG
NEW BOAT RAMP CENTERLINE
H 1"=10'
V 1"=2.5'
CAST-IN-PLACE ARMORFLEX
PREDICTED MARCH 1
PREDICTED MARCH 15
PREDICTED APRIL 1
PREDICTED APRIL 15
PREDICTED MAY 1
PREDICTED MAY 15
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
1/1 3/2
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-0 8-
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REGION 1
NORTHERN REGION
RAINBOW POINT
BOAT RAMP
CUSTER GALLATIN
NATIONAL FOREST
HEBGEN LAKE
RANGER DISTRICT
HISTORIC AND PREDICTED
LAKE LEVELS, AND
PRECAST STANDARD
DETAILS
01/08/2020
Z.HIEDEMAN
C.DAVIS
J.KEMPFF
C-05 5 6
ARMORFLEX
CONCRETE MATTRESS
SITE SPECIFIC GEOTEXTILE
(TURN ENDS UP)
SITE SPECIFIC GEOTEXTILE
(TURN ENDS UP)
TOP TERMINATION
(NOT TO SCALE)
TOE TERMINATION
(NOT TO SCALE)
FLANK TERMINATION
(NOT TO SCALE)
ARMORFLEX INSTALLATION DETAILS
3'
2'
REBAR
PER DETAILS SHEET C-04
6" APPROVED BEDDING
MATERIAL SECTION 209
APPROVED NATIVE
SUBGRADE (SLOPE
AS REQ'D BY LOCAL
CONDITIONS)
APPROVED NATIVE
SUBGRADE (SLOPE
AS REQ'D BY LOCAL
CONDITIONS)
6" DEPTH APPROVED BEDDING
MATERIAL SECTION 209
6" DEPTH APPROVED BEDDING
MATERIAL SECTION 209
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DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
1/1 3/2
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REGION 1
NORTHERN REGION
RAINBOW POINT
BOAT RAMP
CUSTER GALLATIN
NATIONAL FOREST
HEBGEN LAKE
RANGER DISTRICT
ALTERNATE
PRECAST PANEL
DETAILS AND
INSTALLATION
01/08/2020
Z.HIEDEMAN
C.DAVIS
J.KEMPFF
C-06 6 6
PRECAST PANEL INSTALLATION DETAILS
#5 REBAR PER MANUFACTURER
(MIN. 6 PER PLANK)
2" CLEAR
TWISTED CONNECTOR BAR ASSEMBLY
" X 2" X 20" GALVANIZED FLAT BARS
w/
" HOLES
ROUGH TEXTURE SURFACE
" DIAM. HOLES
(2 HOLES / BAR)
PROVIDE GALVANIZED
BOLTS, NUTS, WASHERS
1"
14" OR PER MANUFACTURER
1.5"
#5 REBAR PER MANUFACTURER
(MIN. 6 PER PLANK)
2" CLEAR
PRECAST PANEL SECTION @ CONNECTOR BAR
(NOT TO SCALE)
PRECAST PANEL PLAN VIEW
(NOT TO SCALE)
10' OR PER MANUFACTURER
20' RAMP WIDTH
2.5'5'2.5'
CONNECTION SPACING PER
PRECAST PANEL MANUFACTURER
MIN. 4 CONNECTIONS TO RAMP (TYP.)
CONNECTION SPACING (TYP.)
OR PER PRECAST PANEL MANUFACTURER
MIN. 4 CONNECTIONS TO RAMP (TYP.)
TWISTED CONNECTOR BAR ASSEMBLY
" X 2" X (LENGTH AS NEEDED PER
PRECAST PANEL MANUFACTURER)
GALVANIZED FLAT BARS w/
" HOLES
M
I N
#4 REBAR
DOUBLE ROW
AT EYE BOLTS
EYE BOLTS
(DOWNHILL
EDGE OF
RAMP ONLY)
NOTE: EYE BOLTS ARE
" X 20"
CAST, HOT-DIPPED GALVANIZED STEEL
WITH 3" WASHER SECURED BY TWO BOLTS
EMBEDDED IN CONCRETE
PLAN VIEW OF DOWNHILL EDGE OF CAST-IN-PLACE
RAMP SHOWING EYE BOLT ASSEMBLY
(NOT TO SCALE)
SECTION B: THICKENED DOWNHILL CAST-IN-PLACE
EDGE DETAIL FOR PRECAST OPTION
(NOT TO SCALE)
#4 REBAR DOUBLE ROW
AT EYE BOLTS
EYE BOLT
(DOWNHILL EDGE
OF RAMP ONLY)
#4 REBAR @ 12" MIN.
LAP 18"
CONTINUOUS #4 REBAR
THROUGH THICKENED EDGE
MIN. 3" CLEAR ALL DIRECTIONS
4,000 PSI CONCRETE (TYP.)
PRECAST PANEL FLANK AND TOE
TERMINATION DETAIL
(NOT TO SCALE)
PRECAST BOAT
RAMP PLANK
CLASS 1 RIPRAP
2' X 2' CROSS SECTION
6" DEPTH APPROVED
BEDDING MATERIAL
SITE SPECIFIC GEOTEXTILE
CONTINUOUS UNDER PRECAST PLANKS
AND RIPRAP (TURN ENDS UP)
FILL SLOPE AT 2H:1V
(TYP BOTH SIDES)
NATURAL LAKE
BOTTOM AT TOE
3" GALV. WASHER BOLT
BOTH SITES
EMBED EYE BOLT IN
CONCRETE
(DOWNHILL EDGE
OF RAMP ONLY)
NOTE ON PRECAST ALTERNATIVE: Contractor may propose, at their option, alternatives to precast concrete option shown (CONTECH ARMORFLEX), such as precast boat ramp planks (Sheet C-06). Any alternative must be approved by the C.O. in writing prior to beginning work. Submit engineered precast concrete plans and cut sheets for approval prior to ordering materials.
B
THIS SHEET
AutoCAD SHX Text
30 IN.
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20 FT. RAMP WIDTH
AutoCAD SHX Text
60 IN.
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30 IN.
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30 IN.
AutoCAD SHX Text
60 IN.
AutoCAD SHX Text
30 IN.
AutoCAD SHX Text
CL RAMP
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18 IN.
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24 IN.
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8 IN.
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3-4 IN.
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4 IN.
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4 IN.
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| Sheets and Views |
| RainbowRamp12-08-19-C-01 TITLE |
| PLOT |
| RainbowRamp12-08-19-C-02 SITE PLAN AND CONTROL |
| OLE1 |
| RainbowRamp12-08-19-C-03 DTLS AND SECTIONS |
| OLE1 |
| RainbowRamp12-08-19-C-04 RAMP PROFILE AND X-SECT |
| OLE1 |
| RainbowRamp12-08-19-C-05 WATER LEVELS |
| OLE1 |
| RainbowRamp12-08-19-C-06 PRECAST ALT. |
| OLE1 |
File details come from the government source that posted it. Updated .