Attachment E - Plans - Part 2.pdf

PDF 8 MB Posted Jul 14, 2021

Attached to: Red Bluff Campground Rehabilitation Federal contract opportunity
Solicitation number: 12445521B0005
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation is for the Red Bluff Campground Rehabilitation project. Interested parties are invited to attend a pre-bid site visit by July 26, 2021 to coordinate with the project contact. The work includes rehabilitation of campground loops and support facilities located at the Red Bluff Recreation Area within the Mark Twain National Forest in Missouri. Improvements consist of widening and paving roadways, constructing new spurs, social areas and amenities. The selected contractor will be responsible for demolition, grading, drainage, asphalt paving and associated work. The closing date for receipt of bids is August 9, 2021 with award anticipated by late August.

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Other files for this federal contract opportunity

Other files attached to Red Bluff Campground Rehabilitation, newest first.
File	Type	Posted
Pre-Bid Q-A.docx	DOCX document	Aug 4, 2021
12445521B0005.pdf	PDF	Jul 14, 2021
Attachment D - Plans - Part 1B.pdf	PDF	Jul 14, 2021
Attachment C - Plans - Part 1A.pdf	PDF	Jul 14, 2021
Attachment G - Davis Bacon Wage Determination - Building.pdf	PDF	Jul 14, 2021
Attachment F - Davis Bacon Wage Determination - Highway.pdf	PDF	Jul 14, 2021
Attachment H - Davis Bacon Wage Determination - Heavy.pdf	PDF	Jul 14, 2021
Attachment A - Schedule of Items.xlsx	XLSX spreadsheet	Jul 14, 2021
Attachment B - Specifications.pdf	PDF	Jul 14, 2021

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FOREST LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

RED BLUFF RECREATION AREA REHABILITATION

STARTING AT THE POTOSI CITY LIMITS TAKE HIGHWAY 8 WEST FOR APPROXIMATELY 19 MILES TO

HIGHWAY Y. TAKE HIGHWAY Y FOR APPROXIMATELY 8 MILES TO HIGHWAY C. MAKE A RIGHT TURN

ONTO HIGHWAY C. AT STOP SIGN CONTINUE STRAIGHT FOR APPROXIMATELY 5 MILES TO THE

ENTRANCE OF RED BLUFF RECREATION AREA ON THE RIGHT.

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

DIRECTOR OF ENGINEERING

DATE

FOREST SUPERVISOR

DATE

RO FACILITIES PROGRAM MANAGER

DATE

5/5 /21

6 M

W N

W N\

'S \F

\09

-R

D-

0A .D

W G;

STATE OF MISSOURI

CRAWFORD COUNTY

R9 EASTERN REGION

MARK TWAIN NATIONAL FOREST

POTOSI-FREDERICKTOWN RANGER DISTRICT

INDEX OF SHEETS

SHEET SHEET TITLE DATE

1 COVERSHEET - PART 2 OF 2

A-01 PAVILION FLOOR PLAN AND ELEVATIONS (OPTIONAL BID

ITEM 2)

A-02 PAVILION ROOF DETAILS (OPTIONAL BID ITEM 2)

A-03 PAVILION ENLARGED TRUSS DETAILS; CONCRETE PIER

DETAILS (OPTIONAL BID ITEM 2)

A-04 ELECTRICAL PLAN (OPTIONAL BID ITEM 2)

A-05 RENDERED PAVILION VIEWS (OPTIONAL BID ITEM 2)

C-01 PINES OVERLOOK EXISTING CONDITIONS PLAN (OPTIONAL BID

ITEM 3)

C-02 PINES OVERLOOK DEMOLITION AND EROSION CONTROL PLAN

(OPTIONAL BID ITEM 3)

C-03 PINES OVERLOOK GEOMETRIC LAYOUT PLAN (OPTIONAL BID

ITEM 3)

C-04 PINES OVERLOOK LAYOUT AND GRADING PLAN (OPTIONAL BID

ITEM 3)

C-05 PINES OVERLOOK SITE PLAN (OPTIONAL BID ITEM 3)

RED BLUFF

RECREATION AREA

POTOSI-FREDERICKTOWN

RANGER DISTRICT

10019 MO-8

PITOSIS, MO

PROJECT LOCATION

PART 2 OF 2

SCALE: 1/4" = 1'-0" OPPOSITE ELEVATION SIMILAR

PAVILION SIDE ELEVATION

SCALE: 1/4" = 1'-0"

PAVILION FRONT & REAR ELEVATION

11'-0" ABOVE T.O.S.

TOP OF WOOD BEAM

(BOTTOM OF BEAM TRUSS)

STANDING SEAM METAL ROOF.

8X8 PRESSURE TREATED

WOOD POST.

40'-0"

10'-0" 10'-0" 10'-0" 10'-0"

SCALE: 1/4" = 1'-0"

PAVILION FLOOR PLAN

STANDING SEAM METAL ROOF.

2X8 T&G SOLID SAWN WOOD

PLANKING W/ V-JOINT ON

VISIBLE SIDE.

4X6 WOOD PURLINS @ 36" O.C.

4" CONCRETE SLAB W/

6X6 WELDED WIRE MESH.

8X12 WOOD BEAM W/ STEEL

PLATE CONNECTORS.

A5-01

A5-02

40'-0"

10'-0" 10'-0" 10'-0" 10'-0"

SCALE: 1/4" = 1'-0"

PAVILION CONTROL JOINT PLAN

TYPICAL 1" DEEP CONTROL JOINTS

A5-01

EDGE OF CONCRETE SLAB

LINE OF ROOF OVERHANG

A5-02

WOOD TIMBER TRUSSES

4X6 WOOD PURLINS

4X6 PRESSURE TREATED

DIAGONAL WOOD BRACE.

A5-01

2X8 T&G SOLID SAWN WOOD

PLANKING W/ V-JOINT ON

VISIBLE SIDE ABOVE.

0'-0" T.O.S.

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

4/7 /21

6 M

W N

W N\

'S \F

\09

-R

-0

-A

W G;

EASTERN REGION

RED BLUFF

RECREATION

AREA

PAVILION

MARK TWAIN

NATIONAL FOREST

POTOSI-FREDERICKTOWN

RANGER DISTRICT

PAVILION FLOOR PLAN

AND ELEVATIONS

4/30/2021 090505-RDR2021-0004D-A1001

B.GUERRERA

D.DEAN/M.BROWN

A-01 2 11

OPTIONAL BID ITEM NO. 2

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TYPICAL EAVE DETAIL

SCALE: 3" = 1'-0"

A1-01

NUCOR VR16 II™ 22 GAUGE

STANDING SEAM METAL

ROOF OR AN APPROVED EQUAL.

2 X 8 T&G SOLID SAWN WOOD

PLANKING W/V-JOINT ON VISIBLE

SIDE.

SELF-ADHERING ICE AND WATER

SHIELD UNDERLAYMENT.

BEAD OF NON-SKINNING BUTYL

SEALANT ACCORDING TO STANDING

SEAM METAL ROOF MANUFACTURER'S

RECOMMENDATION.

1x8 WOOD FASCIA

5/4" X 12" WOOD SUB-FASCIA

METAL EAVE TRIM

CONTINUOUS CLEAT

4X6 WOOD PURLINS @ 36" 0.C.

WOOD TRUSS & BEAM CONNECTION DETAILS

SCALE: 3" = 1'-0" FRONT VIEW

A1-01

"SIMPSON STRONG-TIE"

HEAVY ANGLE MODEL NO.

HL73 OR AN APPROVED EQUAL.

3/4"Ø X 4" LAG BOLTS

3/4"Ø MACHINE BOLTS

8X12 SOLID WOOD BEAM

8X8 PRESSURE TREATED

WOOD COLUMN (TYPICAL)

SELF-ADHERING ICE AND WATER SHIELD

UNDERLAYMENT.

TOP CHORD OF TRUSS

NUCOR VR16 II™ 22 GAUGE STANDING

SEAM METAL ROOF OR AN APPROVED EQUAL.

4X6 WOOD PURLINS @ 36" O.C. FASTENED TO

TRUSS W/ 1/2"Ø X 10" COUNTERSUNK LAG BOLT.

2 X 8 T&G SOLID SAWN WOOD

PLANKING W/ V-JOINT ON VISIBLE SIDE.

3"1 1/2" 1 1/2"

"SIMPSON STRONG-TIE"

HEAVY ANGLE MODEL

NO. HL73 OR AN

APPROVED EQUAL.

3/4"Ø X 4" LAG BOLTS

3/4"Ø MACHINE BOLT (TYPICAL)

1/4" THICK STEEL PLATE W/ 3/4"Ø

MACHINE BOLTS ON BOTH SIDES.

8X8 PRESSURE TREATED

WOOD COLUMN (TYPICAL)

8X12 WOOD BEAM

3/4"Ø MACHINE BOLT TYPICAL)

WOOD TRUSS & BEAM CONNECTION DETAILS

SCALE: 3" = 1'-0" SIDE VIEW

A1-01

RIDGE TRIM

SELF-ADHERING ICE AND

WATER SHIELD UNDERLAYMENT.

TYPICAL RIDGE DETAIL

SCALE: 3" = 1'-0"

A1-01

NUCOR VR16 II™ 22 GAUGE STANDING

SEAM METAL ROOF OR AN APPROVED EQUAL.

2 X 8 T&G SOLID SAWN WOOD

PLANKING W/ V-JOINT ON VISIBLE SIDE.

4X6 WOOD PURLINS @ 36" O.C.

DIAGONAL WOOD BRACING CONNECTION

SCALE: 3" = 1'-0" SIMILAR AT ALL LOCATIONS

A1-01

4X6 WOOD DIAGONAL

BRACE.

8X8 PRESSURE TREATED

WOOD COLUMN (TYPICAL)

4X8 WOOD BOTTOM

CHORD.

3/4"Ø MACHINE BOLT W/ WASHERS.

COUNSTERSINK BOLT.

36"

3/4"Ø MACHINE BOLT W/

WASHERS. COUNSTERSINK

BOLTS.

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

4/7 /21

6 M

W N

W N\

'S \F

\09

-R

-0

-A

W G;

EASTERN REGION

RED BLUFF

RECREATION

AREA

PAVILION

MARK TWAIN

NATIONAL FOREST

POTOSI-FREDERICKTOWN

RANGER DISTRICT

PAVILION ROOF DETAILS

4/30/2021 090505-RDR2021-0004D-A5002

B.GUERRERA

D.DEAN/M.BROWN

A-02 03 11

OPTIONAL BID ITEM NO. 2

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1'-8"

4" 4" 4" 4"

2'-0"

4"8"4"

1/4" THICK STEEL GUSSET

PLATE ON BOTH SIDES W/

3/4" Ø BOLTS. SEE OPPOSITE

SIDE FOR DIMENSIONS.

PAINT RUST-PROOF BLACK.

4X8 WOOD

TOP CHORD

4X8 WOOD

BOTTOM CHORD

4X6 DIAGONAL

WOOD WEB

1/4" THICK STEEL GUSSET

PLATE ON BOTH SIDES W/

3/4" Ø BOLTS. SEE OPPOSITE

SIDE FOR DIMENSIONS.

PAINT RUST-PROOF BLACK.

4X6 VERTICAL

WOOD WEB

4X6 DIAGONAL

WOOD WEB

24'-7

2'-4" 2'-4"

WOOD TRUSS ELEVATION DETAIL

SCALE: 3/4" = 1'-0"

4X8 WOOD

TOP CHORD

TYPICAL FOOTING DETAIL@ PIERS

SCALE: 1 1/2" = 1'-0"

A1.01

CONCRETE FOOTING

W/ 5 #4 RE-BARS EACH WAY

3'-6"

CONTRACTOR SHALL VERIFY

WITH LOCAL BUILDING OFFICIAL

FOR FROST DEPTH

EXCAVATION LINE

NEW COMPACTED

SUB-GRADE TO MATCH

EXISTING.

8X8 PRESSURE TREATED WOOD POST.

TYPICAL COLUMN & PIER CONNECTION DETAIL

SCALE: 1 1/2" = 1'-0"

A1.01

"SIMPSON STRONG-TIE" COLUMN BASE

CONNECTOR MODEL NO. CB88 OR AN

APPROVED EQUAL @ ALL WOOD POSTS.

3/4"Ø MACHINE BOLTS

18" X 18" CONCRETE PIER

W/ 8 #6 VERTICAL RE-BARS

W/ #3 TIES @ 12" O.C.

TOP OF CONCRETE PIER

TOP OF CONCRET SLAB

1'-6"

2" 2"

NEW COMPACTED

SUB-GRADE TO MATCH

EXISTING.

EXCAVATION LINE

NEW COMPACTED

SUB-GRADE TO MATCH

EXISTING.

EXISTING GRADE LINE

1/2" X 4" ASPHALT COMPRESSIBLE

FILLER BETWEEN CONCRETE

PIER AND CONCRETE SLAB.

4" CONCRETE SLAB W/ 6"X6"

W4.0XW4.0 WWM OVER 6"

WELL-GRADED GRAVEL OR

CRUSHED STONE COMPACTED.

XXXX

TYPICAL THICKENED SLAB EDGE

SCALE: 1 1/2" = 1'-0"

A1.01

TOP OF CONCRETE PIER

TOP OF CONCRET SLAB

SLOPE GRADE LINE

AWAY FROM EDGE OF

PAVILION SLAB.

4" CONCRETE SLAB W/ 6"X6"

W4.0XW4.0 WWM OVER 6"

WELL-GRADED GRAVEL OR

CRUSHED STONE COMPACTED.

XXXXXXXX

2 #4 STEEL REBARS

1'-0"

S T R U C T U R A L N O T E S:

GENERAL:

1. DO NOT SCALE THESE DRAWINGS, USE DIMENSIONS INDICATED. IN THE EVENT OF A

CONFLICT IN DIMENSIONS, NOTIFY ARCHITECT OR ENGINEER BEFORE PROCEEDING.

2. CROSS CHECK ALL DIMENSIONS AND ELEVATIONS INDICATED BETWEEN ARCHITECTURAL

AND STRUCTURAL DRAWINGS. FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS AT

EXISTING CONSTRUCTION. REPORT DISCREPANCIES TO ARCHITECT/ENGINEER FOR

CLARIFICATION PRIOR TO STARTING CONSTRUCTION OR ORDERING MATERIALS.

3. CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODE

REQUIREMENTS (THE MORE STRINGENT CODE SHALL APPLY).

4. BUILDING - LATEST EDITION OF IBC

5. DESIGN LOADS:

5.1. SNOW: GROUND SNOW, PG = *20 PSF

5.2. WIND: BASIC WIND SPEED, V = *115 MPH

5.3. EXPOSURE CATEGORY = II

*CONTRACTOR SHALL VERIFY SNOW AND WIND LOADS

WITH LOCAL TOWN OFFICIALS DUT TO SITE SPECIFIC CASE

STUDY (CS) IS REQUIRED IN PROJECT LOCATION.

PIERS & FOOTINGS:

1. PIERS & FOOTINGS SHALL BEAR ON SOILS HAVING A MINIMUM ALLOWABLE BEARING PRESSURE

OF 2,000 PSF PER PRESUMPTIVE SOIL BEARING VALUES IN MBC SECTION 1804.2.

2. FOOTINGS SHALL BEAR N UNDISTURBED SOIL AT ELEVATIONS SHOWN ON THE DRAWINGS. IF

OVER-EXCAVATION IS REQUIRED, COMPACTED FILL SHALL BE PLACED PER SPECIFICATIONS UP

TO BEARING ELEVATION. TESTING OF SOILS SHALL BE ACCORDING TO SPECIFICATIONS PRIOR

TO PLACEMENT OF FOOTINGS.

CONCRETE:

1. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH AMERICAN CONCRETE

INSTITUTE (ACI) DOCUMENTS REFERENCED IN SPECIFICATIONS.

2. MATERIAL PROPERTIES:

LOCATION F'C PSI AIR MAX.

28 DAYS CONTENT SLUMP

FOOTINGS 3000 NO TEST 4" MAX.

PIERS 3000 6% 1% 4" MAX.

REINFORCING STEEL:

FY, PSI ASTM

ALL BARS 60,000 A-615

WELDED WIRE MESH 65,000 A-185

3. SEE SPECIFICATIONS FOR ALL TESTING REQUIREMENTS. SUBMIT CONCRETE MIX

DESIGNS FOR APPROVAL PER SPECIFICATIONS.

4. PROVIDE CLASS "B" TENSION LAP SPLICES FOR ALL BARS UNLESS OTHERWISE NOTED.

MINIMUM TENSION LAP SPLICES ARE AS FOLLOWS:

#3 = 22", #4 = 29", #6 = 43"

5. PROVIDE CONCRETE COVER OVER REINFORCING BARS AS FOLLOWS UNLESS NOTED

OTHERWISE:

A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH = 3"

B. PERMANENTLY EXPOSED TO EARTH OR WEATHER; #5 AND SMALLER = 1-1/2", #6

AND LARGER = 2"

C. NOT EXPOSED TO EARTH OR WEATHER, WALLS AND SLABS = 3/4"

BEAMS AND COLUMNS = 1-1/2".

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

4/7 /21

6 M

W N

W N\

'S \F

\09

-R

-0

-A

W G;

EASTERN REGION

RED BLUFF

RECREATION

AREA

PAVILION

MARK TWAIN

NATIONAL FOREST

POTOSI-FREDERICKTOWN

RANGER DISTRICT

PAVILION ENLARGED

TRUSS DETAIL &

CONCRETE PIER

DETAILS

4/30/2021 090505-RDR2021-0004D-A5003

B.GUERRERA

D.DEAN/M.BROWN

A-03 4 11

OPTIONAL BID ITEM NO. 2

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40'-0"

10'-0" 10'-0" 10'-0" 10'-0"

SCALE: 1/4" = 1'-0"

ELECTRICAL AND POWER PLAN

TO PANEL 30, POLE #6TO PANEL 30, POLE #2

TO PANEL 30, POLE #4

TO PANEL 30, POLE #5

LIGHT FIXTURE N O T E S:

DETAILS:

MANUFACTURER: "FRANKLIN IRON WORKS™ FRANKLIN

PARK MODEL.

· MATERIAL: STEEL.

· MANUFACTURER FINISH: GALVANIZED.

· DIMENSIONS:

·· WIDTH: 12"

·· HEIGHT: 9 1/2"

· HANGING METHOD: SEMI-FLUSH MOUNT.

· DAMP LOCATION: YES.

· CONNECTION: MOUNTED TO BOX.

· BULB TYPE: LED.

· BULB SHAPE: A21.

· VOLTS: 120V.

· LED WATTS: 25W.

· INCANDESCENT EQUIVALENT: 200W

· LUMENS: 2550.

· CCT: 4000K.

· CRI: 80+.

EQUAL EQUAL

ELECTRICAL OUTLET NOTES:

DETAILS:

· MANUFACTURER: "MIDWEST ELECTRIC" -

MODEL NO. U012010GRP OR AN APPROVED

EQUAL.

· MATERIAL: CORROSION-RESISTANT

GALVANIZED STEEL.

· CONNECTION: SURFACE MOUNTED.

· DIMENSIONS:

·· WIDTH: 5 3/4"

·· HEIGHT: 7 1/8"

·· DEPTH: 5 3/16"

· ENCLOSURE RATING: NEMA 3R

· RECEPTACLE TYPE: DUPLEX 5-20R2GFCI &

QUADRAPLEX. SEE FLOOR FOR

LOCATIONS.

· AMPS: 20 AMPS MAX.

· VOLTS: 120 VOLTS

· STANDARDS: UL/CUL LISTED.

· MOUNTING HEIGHT: 24" TO TOP OF BOX.

· CONDUIT: 3/4"Ø INTERMEDIATE METAL

CONDUIT (IMC) W/ GALVANIZED EXTERIOR.

UL 1242 LISTED & MANUFACTURED IN

ACCORDANCE W/ ANSI C80.6.

LIGHT FIXTURE

LF LF LF LF

WATERPROOF DUPLEX

RECEPTACLE

WATERPROOF QUADRAPLEX

RECEPTACLE

LEGEND:

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

4/7 /21

6 M

W N

W N\

'S \F

\09

-R

-0

-A

W G;

EASTERN REGION

RED BLUFF

RECREATION

AREA

PAVILION

MARK TWAIN

NATIONAL FOREST

POTOSI-FREDERICKTOWN

RANGER DISTRICT

PAVILION ELECTRICAL &

POWER PLAN

4/30/2021 090505-RDR2021-0004D-E1001

B.GUERRERA

D.DEAN/M.BROWN

A-04 5 11

..\..\..\Documents\2101 Red Bluff Rec Area Rehab - Pavillion\WP Outlet Duplex Front.jpg

..\..\..\Documents\2101 Red Bluff Rec Area Rehab - Pavillion\WP Outlet Duplex Left Side.jpg ..\..\..\Documents\2101 Red Bluff Rec Area Rehab - Pavillion\WP Outlet Duplex Rt Side.jpg

..\..\..\Documents\2101 Red Bluff Rec Area Rehab - Pavillion\WP Quad Direct Front.jpg

..\..\..\Documents\2101 Red Bluff Rec Area Rehab - Pavillion\WP Quad Outlet Front Open.jpg

..\..\..\Documents\2101 Red Bluff Rec Area Rehab - Pavillion\Wp quad right side.jpg

.\GALVANIZED CAGE LIGHT FIXTURE.jpg

OPTIONAL BID ITEM NO. 2

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FRANKLIN

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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

4/7 /21

6 M

W N

W N\

'S \F

\09

-R

-0

-A

W G;

EASTERN REGION

RED BLUFF

RECREATION

AREA

PAVILION

MARK TWAIN

NATIONAL FOREST

POTOSI-FREDERICKTOWN

RANGER DISTRICT

PAVILION RENDERINGS

APRIL 30, 2021090505-RDR2021-0004D-A9001

B.GUERRERA

D.DEAN/M.BROWN

A-05 6 11

OPTIONAL BID ITEM NO. 2

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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

4/2 6/2

1 1 6:

N C:

T W

G' S\

\09

-R

-0

4D -C

EASTERN REGION

RED BLUFF

RECREATION

AREA

REHABILITATION

MARK TWAIN

NATIONAL FOREST

PITOSI-FREDERICKTOWN

RANGER DISTRICT

PINES OVERLOOK

EXISTING CONDITIONS

4/30/ 2021 090505-RDR2021-0004D-C1001A

M.BROWN

D.DEAN

C-01 7 10

OPTIONAL BID ITEM NO. 3

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FOUND MONUMENT

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FND 5/8" IRON PIN

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SET 5/8" IRON PIN W/ALUM CAP

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SET T-POST ONLINE

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FENCE LINE

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ASPHALT DRIVE

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WOODED

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CONC PAD

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STEEP BLUFF

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TO CAMPING AREA

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LIMITS OF CONSTRUCTION

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REMOVE EX. PINES OVERLOOK

CAMPGROUND LOOP SIGN ;

REMOVE EXISTING SPUR

AND SEED, SEE SHEET C-03

GRADING PLAN

CLEAR AREA FOR

PULL THROUGH

TEMPORARY PARKING

EX. CONCRETE

BATHROOMS TO

REMAIN

FF = 888.7

MILL EXISTING ASPHALT AND SUB-BASE

MATERIAL TO 3" IN DEPTH. UTILIZE THIS

MATERIAL TO LEVEL AND COMPACT

SUB-GRADE TO THE OVERALL NEW

CONSTRUCTION ROAD AND SPUR

DIMENSION WHERE APPLICABLE.

REMOVE EX. CONC PAD

X w w w w w w w w w w

CLEAR AND GRUB AREA

FOR DOUBLE SPUR AND

SOCIAL CORE AREAS

EXISTING LOOP ROAD (10'+/-)

TO BE WIDENED TO 12' WITH

1' GRAVEL SHOULDER EA. SIDE

X X w

EXISTING SPURS TO BE

WIDENED TO 16'

PROTECT TREES

INSIDE THIS AREA

REMOVE EXISTING TREES

THAT ARE IN CONFLICT WITH

NEW SPUR AND SOCIAL CORE

AREA. SEE SHEET C-03

GRADING PLAN, TYPICAL

INSTALL SILT FENCE; SEE

EROSION CONTROL DETAIL

SHEET

INSTALL EROSION CONTROL

WATTLE; SEE RED BLUFF RECREATION

AREA REHABILITATION PART 1 OF 2

SHEET G-08 EROSION CONTROL

DETAIL

REMOVE EXISTING

UNDERSIZED CULVERT;

INSTALL NEW CULVERT, SEE

RED BLUFF RECREATION AREA

REHABILITATION PART 1 OF 2

SHEET G-02 CIVIL DETAILS

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

5/5 /21

0 M

W N

W N\

'S \F

\09

-R

-0

-C

EASTERN REGION

RED BLUFF

RECREATION

AREA

REHABILITATION

MARK TWAIN

NATIONAL FOREST

PITOSI-FREDERICKTOWN

RANGER DISTRICT

PINES OVERLOOK

DEMOLITION & EROSION

CONTROL PLAN

4/30/2021 090505-RDR2021-0004D-C1002A

M.BROWN

D.MORRIS

C-02

8 10OPTIONAL BID ITEM NO. 3

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WOODED

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TO CAMPING AREA

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XXXX

2+98

0+00

0+50

1+00

1+50

2+00

2+50

ALIGNMENT 1

ALIGNMENT 2

87.5 7'

S T

A . 2

76.9

S T

A . 1

+55.2

S T

A . 1

+03.4

S T

A . 2

91.1

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A . 2

+13.6

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A . 1

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A . 1

35.4

S T

A . 0

01.6

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

5/5 /21

3 M

W N

W N\

'S \F

\09

-R

-0

-C

R-9

EASTERN REGION

RED BLUFF

RECREATION

AREA

REHABILITATION

MARK TWAIN

NATIONAL FOREST

PITOSI-FREDERICKTOWN

RANGER DISTRICT

PINES OVERLOOK

GEOMETRIC LAYOUT

PLAN

4/30/2021 090505-RDR2021-0004D-C1003A

M.BROWN

D.MORRIS

0004D

C-03

9 11OPTIONAL BID ITEM NO. 3

Alignment: Alignment 1

Description:

Tangent Data

Length: 21.736 Course: S 73° 29' 31.6287" E

Circular Curve Data

Delta: 11SC

° 19' 40.9343" Type: LEFT

Radius: 50.000

Length: 9.886 Tangent: 4.959

Mid-Ord: 0.244 External: 0.245

Chord: 9.869 Course: S 79° 09' 22.0958" E

Circular Curve Data

Delta: 21° 54' 28.0991" Type: RIGHT

Radius: 320.000

Length: 122.356 Tangent: 61.935

Mid-Ord: 5.830 External: 5.938

Chord: 121.612 Course: S 73° 51' 58.5134" E

Tangent Data

Length: 14.959 Course: S 62° 54' 44.4639" E

Circular Curve Data

Delta: 18° 31' 18.7169" Type: RIGHT

Radius: 400.000

Length: 129.307 Tangent: 65.222

Mid-Ord: 5.214 External: 5.283

Chord: 128.745 Course: S 53° 39' 05.1054" E

Alignment: Alignment 2

Description:

Tangent Data

Length: 85.956 Course: N 45° 47' 44.2610" E

Circular Curve Data

Delta: 174° 43' 21.9225" Type: RIGHT

Radius: 49.305

Length: 150.353 Tangent: 1069.856

Mid-Ord: 47.035 External: 1021.687

Chord: 98.504 Course: S 46° 50' 27.4462" E

Tangent Data

Length: 13.881 Course: S 40° 37' 24.8996" W

Circular Curve Data

Delta: 70° 27' 48.2496" Type: RIGHT

Radius: 80.000

Length: 98.385 Tangent: 56.500

Mid-Ord: 14.654 External: 17.940

Chord: 92.301 Course: S 81° 01' 38.3858" W

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FOUND MONUMENT

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FOUND STONE

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SET ½" REBAR

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FND 5/8" IRON PIN

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SET 5/8" IRON PIN W/ALUM CAP

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SET T-POST ONLINE

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EX.TREE SYMBOL

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FENCE LINE

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PK NAIL

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NATURAL GROUND LOCATIONS

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SCALE: 1" = 20'

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CONC PAD

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SITE BM

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ELEV=903.59

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SITE BM

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ELEV=875.64

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TO CAMPING AREA

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CONC PAD

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NEW CONC PAD

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AutoCAD SHX Text 46.41'

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SCALE: 1" = 30'

RECONSTRUCT NEW SPUR

OVER EXISTING SPUR

NEW 6' WIDE GRAVEL PATH

TO VIEWING AREA (12'X12')

RECONSTRUCT NEW SPUR OVER

EXISTING SPUR

NEW 18'x30' SOCIAL CORE AREA

NATIVE GRASS SEEDING, TYP.

1' GRAVEL SHOULDER, TYP.

NEW PAVED

PULL-THRU

TEMPORARY

PARKING

SHEET DRAIN DIP IN ROAD

NEW 25'X25' SOCIAL

CORE AREA, TYP.

NEW 32' WIDE

DOUBLE SPUR

EX. CONCRETE

BATHROOMS

FF = 888.7

MAIN DRIVE WIDENED TO 18'

AND PAVED WITH ASPHALT

SEE SITE PLAN

LOOP WIDENED TO 12' AND

PAVED WITH ASPHALT

2+98

0+00

0+50

1+00

1+50

2+00

2+50

P E

STA. 2+01

NEW 12" CMP PIPE

INV. IN = 887.2

INV. OUT = 881.5

STA. 2+71

NEW 18" CMP PIPE

INV. IN= 881.3

INV. OUT=880.5

STA. 0+34

NEW 18" CMP PIPE

INV. IN= 878.1

INV. OUT=877.6

STA.1+20

NEW 12" CMP PIPE

INV. IN = 893.2

INV. OUT = 890.0

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

5/5 /21

2 M

W N

W N\

'S \F

\09

-R

-0

-C

R-9

EASTERN REGION

RED BLUFF

RECREATION

AREA

REHABILITATION

MARK TWAIN

NATIONAL FOREST

PITOSI-FREDERICKTOWN

RANGER DISTRICT

PINES OVERLOOK

GRADING/SEEDING PLAN

4/30/2021 090505-RDR2021-0004D-C1004A

M.BROWN

D.MORRIS

0004D

C-04

10 11OPTIONAL BID ITEM NO. 3

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FOUND MONUMENT

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SET ½" REBAR

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FND 5/8" IRON PIN

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SET 5/8" IRON PIN W/ALUM CAP

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SET T-POST ONLINE

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EX.TREE SYMBOL

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FENCE LINE

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SCALE: 1" = 20'

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ELEV=903.59

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ELEV=875.64

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TO CAMPING AREA

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78.2 x

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77.9 x

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NATIVE GRASS SEEDING

AutoCAD SHX Text 46.41'

AutoCAD SHX Text NATIVE GRASS MIX FOR AREAS AROUND SPURS Virginia Wild Rye (Elymus virginiana) @ 3 lbs./acre Indian Grass (Sorghastrum nutans) @ 3 lbs./acre Little Blue Stem (Schizachyrium scoparium) @ 2lbs./acre Supplied by Prairie Nursery, Inc. or Approved Equal

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R=42' MIN

ENLARGE PAVEMENT TO 12' WIDE

R=45' MIN

RECONSTRUCT NEW SPUR

OVER EXISTING SPUR

NEW 6' WIDE PATH TO

VIEWING AREA (12'X12')

USE GRAVEL PAVEMENT

DETAIL FOR PATH

NEW 6' BENCH, GOVERNMENT

PROVIDED

NEW 18'x30' SOCIAL CORE AREA, TYP.

6' CONCRETE WHEEL STOP, TYP.

RECONSTRUCT NEW SPUR OVER

EXISTING SPUR

NEW 18'x30' SOCIAL CORE AREA

NEW PINES OVERLOOK CAMPGROUND

LOOP SIGN

1' GRAVEL SHOULDER, TYP.

NEW PAVED

PULL-THRU

TEMPORARY

PARKING

MEET EXISTING

PAVEMENT

SHEET DRAIN DIP IN ROAD

SEE GRADING PLAN FOR

SPOT ELEVATIONS

NEW 32' WIDE

DOUBLE SPUR

EX. CONCRETE

BATHROOMS

FF = 888.7

MAIN DRIVE WIDENED TO 18'

AND PAVED WITH 4" OF

ASPHALT IN TWO LIFTS;

SEE DEMOLITION AND

GRADING PLANS.

LOOP WIDENED TO 12' AND

PAVED WITH ASPHALT

NEW 25'X252' SOCIAL

CORE AREA, TYP.

NEW 25'X25' SOCIAL

CORE AREA, TYP.

ONE WAY, DO NOT ENTER SIGNS

NOTE:

FOR LANDSCAPE SITE&GATE

DETAILS SEE PART 1 OF 2

SHEETS L-04, L-05, L-06 &L-07

(FOR GATE ON MAIN ENTRANCE

ROAD CO-ORDINATE ACTUAL

LOCATION WITH COR.)

SAW CUT EDGE

OF EXISTING

PAVEMENT

SEE SHEET L-06

CONSTRUCT NEW SPUR

TYP.

PLANT NATIVE TREE

COORDINATE SPECIES

WITH COR/BOTANIST

NEW FEE TUBE SEE

MANUFACTURER'S

SPECIFICATIONS FOR

INSTALLATION

NEW SINGLE PANEL KIOSK

SEE MANUFACTURER'S SPECIFICATIONS

FOR INSTALLATION

CONCRETE TRASH PAD

AND SCREEN

CAMPSITE SIGN, TYP.

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

5/5 /21

8 M

W N

W N\

'S \F

\09

-R

-0

-C

EASTERN REGION

PROJECT NAME

MARK TWAIN

NATIONAL FOREST

PITOSI-FREDERICKTOWN

RANGER DISTRICT

PINES OVERLOOK

SITE PLAN

4/30/2021 090505-RDR2021-0004D-C1005A

M.BROWN

D.MORRIS

C-05 11 11

MAXIMUM WALKWAY SLOPE SHALL NOT EXCEED 5%

ACCESSIBLE PARKING SPACES SHALL BE AS SHOWN ON

PLANS

ACCESSIBLE ROUTES MUST BE IN THE SAME AREA AS THE

GENERAL CIRCULATION PATH

Native Tree Species to be planted:

Sugar Maple (Acer saccharum)

Short Leaf Pine (Pinus echinata)

White Oak (Quercus alba)

Pin Oak (Quercus palustris)

OPTIONAL BID ITEM NO. 3

NOTE:

1. SINGLE PANEL KIOSK SHALL BE ROCKART MODEL

03-460-BS 1 PANEL KIOSK, SHED ROOF, GREEN

SHINGLES, ROCKARTSIGNS.COM OR APPROVED

EQUAL. COORDINATE WITH COR FOR INSTALLATION.

2. CAMPGROUND LOOP SIGNS FOR THIS SITE SHALL

READ AS FOLLOWS:

PINES OVERLOOK

COORDINATE WITH COR AND DISTRICT

REPRESENTATIVE PRIOR TO PURCHASING AND

INSTALLING THE LOOP SIGN

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FOUND MONUMENT

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SET ½" REBAR

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COMPUTED CORNER

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FND 5/8" IRON PIN

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SET 5/8" IRON PIN W/ALUM CAP

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SET T-POST ONLINE

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EX.TREE

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FENCE LINE

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SCALE: 1" = 20'

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ASPHALT DRIVE

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WOODED

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WOODED

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CONC PAD

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STEEP BLUFF

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TOP OF BANK

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SITE BM

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ELEV=903.59

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SITE BM

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ELEV=875.64

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TO CAMPING AREA

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CONC PAD

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ONLY

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SIGN

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SLOW

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NEW CONC PAD

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PROPOSED TREE

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LIMITS OF CONSTRUCTION

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ASPHALT PAVEMENT

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SOCIAL CORE

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ENLARGED AND RECONSTRUCTED SPUR

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ARCHITECTURAL BARRIERS ACT

ACCESSIBILITY STANDARDS (ABAAG)

Cover Sheet Part 2

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COVER SHEET PART 2

OLE1

A-01 PLANS & ELEVATIONS ASPHALT METAL STANDING SEAM ROOF

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A-01 PLANS & ELEVATIONS ASPHALT METAL STANDING SEAM ROOF

A-02 DETAILS

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A-02 DETAILS

A-03 DETAILS

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A-03 DETAILS

A-04 ELECTRICAL PLAN

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A-04 ELECTRICAL PLAN

PineBluffOverlookDemolition Plan-Erosion Control

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Demolition and Erosion Control

OLE1

PineBluffOverlookExisting Conditions

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Existing Conditions

OLE1

PineBluffOverlookGeometric Layout Plan

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Alignment Information

OLE1

PineBluffOverlookGradingPlan

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Grading_Seeding Plan

OLE1

PineBluffOverlookSitePlan

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Site Plan

OLE1

A-05 RENDERINGS.pdf

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A-05 RENDERINGS

File details come from the government source that posted it. Updated Jul 14, 2021.