B08_-_SolicitationAtch2Drawings.pdf

PDF 6 MB Posted Jul 23, 2021

Attached to: Realignment at the Buffalo Point river access incl Federal contract opportunity
Solicitation number: 140P6221Q0020
Issued by: Department of the Interior National Park Service Midwest Region

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Other files for this federal contract opportunity

Other files attached to Realignment at the Buffalo Point river access incl, newest first.
File	Type	Posted
Sol_140P6221Q0020_Amd_0002.pdf	PDF	Aug 17, 2021
B09_-_SolicitationAmendment2_Atch4_0002.pdf	PDF	Aug 17, 2021
Sol_140P6221Q0020_Amd_0001.pdf	PDF	Aug 5, 2021
B08_-_SolicitationAtch1Specifications.pdf	PDF	Jul 23, 2021
Sol_140P6221Q0020.pdf	PDF	Jul 23, 2021
B08_-_SolicitationAtch3WD.pdf	PDF	Jul 23, 2021

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140P6221Q0020 Attachment 2

O c t p m

A c a d T r a n s m i t

F i l e s F i n a l

B u f f a l o

P i n t

P l a n

C d w g

S E

L i b e r a t o r e

SUB SHEET NO.

DESIGNED:

BUFFALO NATIONAL RIVER - BUFFALO POINT

CAMPGROUND - STABILIZE & REPAIR BUFFALO POINT

RIVER ACCESS, MARION COUNTY ARKANSAS

173/80060

217826

DRAWN BY:

TECH. REVIEW:

DATE:

10/07/2019

DRAWING NO.

PMIS NO.

SHEET

TITLE OF SHEET

A/E FIRM

PRIME:

KENNETH HAHN

ARCHITECTS, INC.

OMAHA, NE.

SUBCONTRACTOR:

OLSSON ASSOC.

OMAHA, NE.

BIG MUDDY

CONSTRUCTION DOCUMENTS SUBMITTAL

WORKSHOP, INC.,

OMAHA, NE.

FINAL

@ At ASPH. Asphalt B&B Balled & Burlaped B.C. Bottom of Curb B.O.T. Bottom of Trench B.R. Bottom of Ramp B.S. Bottom of Stairs B.W. Bottom of Wall CAL. Caliper C/C Center to Center C.E. Cover Elevation CL Centerline C.J. Contraction Joint CLR. Clear C.M.P. Corrugated Metal Pipe C.M.U. Concrete Masonry Unit COL. Column

R.P. Radius Point SCH. Schedule SPEC. Specification STD. Standard S.W. Short Way T&B Top and Bottom T.P.F. Tree Protection Fencing T.S. Top of Curb T.O.T. Top of Trench T.R. Top of Ramp T.S. Top of Stairs T.W. Top of Wall TYP. Typical VERT. Vertical W. Wide W.W.F. Welded Wire Fabric W/ With

CONC. Concrete CON. Container CONT. Continuous Ø or DIA. Diameter DBL. Double DWG. Drawing EA. Each S.F. Each Face E.J. Expansion Joint ELEV. Elevation EQ. Equal EXG. Existing E.W. Each Way GAL. Gallon GALV. Galvanized Steel HT. Height H. High

H.P. High Point HORZ. Horizontal I.E. Invert Elevation I.D. Inside Diameter JT. Joint L.A. Landscape Architect L.F. Linear Feet LG. Long L.P. Low Point L.W. Long Way MAX. Maximum MFR. Manufacturer MIN. Minimum MUTCD Manual on Uniform Traffic

Control Devices NO. Number N.I.C. Not In Contract

NR-# Neighborhood Sign O.C. On Center O.D. Outside Diameter P Pavement (Elev.)

P.C. Point of Curvature P.C.C Portland Cement Concrete PERF. Perforated POT Containerized Plant P.O.V. Privately Owned Vehicle P.T. Point of Tangency PVMT. Pavement R. Radius R.C.P. Reinforced Concrete Pipe REINF. Reinforcing REQ'D Required R.O.W. Right of Way R.P. Radius Point

SITE KEY PLAN

140P6221Q0020 Attachment 2

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SCALE: 1" = 40'-0"

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SITE KEY PLAN

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PLAN SHEETS

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SITE PREPARATION & REMOVALS PLAN

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SITE LAYOUT PLAN

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SITE GRADING PLAN

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RR BLDG.

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SEEDING & EROSION CONTROL PLAN

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LIMIT OF CONSTRUCTION

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CONSTRUCTION STAGING & PARKING AREA

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C d

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L i b e r a t o r e

SUB SHEET NO.

DESIGNED:

BUFFALO NATIONAL RIVER - BUFFALO POINT

CAMPGROUND - STABILIZE & REPAIR BUFFALO POINT

RIVER ACCESS, MARION COUNTY ARKANSAS

173/80060

217826

DRAWN BY:

TECH. REVIEW:

DATE:

10/07/2019

DRAWING NO.

PMIS NO.

SHEET

TITLE OF SHEET

A/E FIRM

PRIME:

KENNETH HAHN

ARCHITECTS, INC.

OMAHA, NE.

SUBCONTRACTOR:

OLSSON ASSOC.

OMAHA, NE.

BIG MUDDY

CONSTRUCTION DOCUMENTS SUBMITTAL

WORKSHOP, INC.,

OMAHA, NE.

FINAL

SITE PREPARATION &

REMOVALS PLAN

140P6221Q0020 Attachment 2

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REMOVE ASPHALT PAVEMENT

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SAWCUT PAVEMENT

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REMOVE ASPHALT PAVEMENT

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SAWCUT PAVEMENT

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REMOVE EXG. WHEEL STOP & SALVAGE FOR RE-USE

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CLEAR AND GRUB TREES AND UNDERGROWTH WITHIN EXTENTS OF PROPOSED GRADING - TYP.

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LIMIT OF CONSTRUCTION - TYP.

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REMOVE EXG. PARKING SIGN

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SAVE & PROTECT EXG. WOOD FENCE

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REMOVE EXG. SURVEY MONUMENTS & RETURN TO OWNER

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SAVE & PROTECT EXG. SURVEY MONUMENT

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SAVE & PROTECT EXG. FLARED END SECTION

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SAVE & PROTECT EXG. 15" STORM DRAIN PIPE

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SAVE & PROTECT EXG. DRAIN INLET

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SAVE & PROTECT EXG. 24" STORM DRAIN PIPE

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REMOVE EXG. 15" DIA. TREE

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REMOVE EXG. 8" DIA. TREE

AutoCAD SHX Text REMOVE EXG. SURFACE PROTECTION STONES IN AREAS WHERE GRADING OCCURS - DELIVER TO OWNER'S STORAGE YARD

AutoCAD SHX Text CONSTRUCTION STAGING AREA - INSTALL 6' HIGH CONSTRUCTION FENCE AROUND NORTH, SOUTH, & WEST SIDES TO PREVENT PUBLIC ACCESS

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SAVE & PROTECT EXG. INTERPRETIVE EXHIBITS

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SAVE & PROTECT EXG. WATER HYDRANT - SUPPLY PIPE ALIGNMENT UNKOWN

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SITE PREPARATION & REMOVALS PLAN

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AREA TO BE CLEARED & GRUBBED AND EXG. SURFACE PROTECTION STONES TO BE REMOVED

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AREA TO BE CLEARED & GRUBBED

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SANITARY SEWER

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SUB SHEET NO.

DESIGNED:

BUFFALO NATIONAL RIVER - BUFFALO POINT

CAMPGROUND - STABILIZE & REPAIR BUFFALO POINT

RIVER ACCESS, MARION COUNTY ARKANSAS

173/80060

217826

DRAWN BY:

TECH. REVIEW:

DATE:

10/07/2019

DRAWING NO.

PMIS NO.

SHEET

TITLE OF SHEET

A/E FIRM

PRIME:

KENNETH HAHN

ARCHITECTS, INC.

OMAHA, NE.

SUBCONTRACTOR:

OLSSON ASSOC.

OMAHA, NE.

BIG MUDDY

CONSTRUCTION DOCUMENTS SUBMITTAL

WORKSHOP, INC.,

OMAHA, NE.

FINAL

SITE LAYOUT PLAN

140P6221Q0020 Attachment 2

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ACCESSIBLE PARKING STALL STRIPING

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CONCRETE DRIVE PAVEMENT W/ THICKENED EDGE

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CONCRETE WALK/SECTION - TYPE 1 (UPPER TWO LEGS)

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5" PCC PAD AROUND EXG. DRAIN INLET

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DETECTABLE WARNING STRIP

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REMOVABLE BOLLARD

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WOOD FENCE

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CONCRETE CURB WALL

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VERTICAL CURB

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CONCRETE WALK/SECTION - TYPE 2 (LOWER TWO LEGS)

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CONTROL JOINT - TYP.

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LIMIT OF CONSTRUCTION - TYP.

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SITE LAYOUT PLAN

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LAYOUT LEGEND

AutoCAD SHX Text NOTE: STAKE WALK CENTERLINES & PROVIDE GRADE STAKES AT EACH POINT OF CURVATURE (PC) AND POINT OF TANGENCY (PT) FOR THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) REVIEW & APPROVAL. ALL LAYOUT & GRADE STAKING SHALL BE PERFORMED BY A LAND SURVEYOR REGISTERED IN THE STATE OF ARKANSAS. THE COR MAY RELOCATE OR ADJUST THE LAYOUT DEPENDING ON SITE CONDITIONS. FINAL LAYOUT AND APPROVAL OF WALK CENTERLINES SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTING OFFICER'S REPRESENTATIVE.

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LIMIT OF CONSTRUCTION

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CONCRETE WALK PAVEMENT

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CONCRETE DRIVE PAVEMENT

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SCALE: 1" = 30'-0"

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THICKENED EDGE CONDITIONS ALONG WALK

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THICKENED EDGE LEGEND

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12" DEEP THICKENED EDGE

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30" DEEP THICKENED EDGE

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16" DEEP THICKENED EDGE

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STORM DRAIN LINE

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WATER VALVE

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SUB SHEET NO.

DESIGNED:

BUFFALO NATIONAL RIVER - BUFFALO POINT

CAMPGROUND - STABILIZE & REPAIR BUFFALO POINT

RIVER ACCESS, MARION COUNTY ARKANSAS

173/80060

217826

DRAWN BY:

TECH. REVIEW:

DATE:

10/07/2019

DRAWING NO.

PMIS NO.

SHEET

TITLE OF SHEET

A/E FIRM

PRIME:

KENNETH HAHN

ARCHITECTS, INC.

OMAHA, NE.

SUBCONTRACTOR:

OLSSON ASSOC.

OMAHA, NE.

BIG MUDDY

CONSTRUCTION DOCUMENTS SUBMITTAL

WORKSHOP, INC.,

OMAHA, NE.

FINAL

SITE GRADING PLAN

140P6221Q0020 Attachment 2

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AutoCAD SHX Text P 521.32

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MATCH EXG.

AutoCAD SHX Text P 520.83

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AutoCAD SHX Text P 507.52

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TCW 520.10 BCW 515.55

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TCW 517.10 BCW 516.10

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TCW 520.10 P 519.10

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EXG. RIM 518.78

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SCALE: 1" = 20'-0"

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GRADE ELEVATION

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PAVEMENT ELEVATION

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PROPOSED CONTOUR

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TC 1046.64

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SUB SHEET NO.

DESIGNED:

BUFFALO NATIONAL RIVER - BUFFALO POINT

CAMPGROUND - STABILIZE & REPAIR BUFFALO POINT

RIVER ACCESS, MARION COUNTY ARKANSAS

173/80060

217826

DRAWN BY:

TECH. REVIEW:

DATE:

10/07/2019

DRAWING NO.

PMIS NO.

SHEET

TITLE OF SHEET

A/E FIRM

PRIME:

KENNETH HAHN

ARCHITECTS, INC.

OMAHA, NE.

SUBCONTRACTOR:

OLSSON ASSOC.

OMAHA, NE.

BIG MUDDY

CONSTRUCTION DOCUMENTS SUBMITTAL

WORKSHOP, INC.,

OMAHA, NE.

FINAL

SEEDING & EROSION

CONTROL PLAN

140P6221Q0020 Attachment 2

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NATIVE GRASS SEED W/HYDROMULCH - TYP.

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LIMIT OF CONSTRUCTION - TYP.

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TURF GRASS SEED W/HYDROMULCH - TYP.

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SILT FENCE - TYP.

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TRENCH (BACKFILLED)

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STUDDED "T" STEEL FENCE POSTS (MAX. 8' SPACING)

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RECOMMENDED TOE-IN METHOD

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SILT FENCE - MIRAFI 100 OR APPROVED EQUIVALENT

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FLOW

AutoCAD SHX Text SILT FENCE CONSTRUCTION NOTES: 1. STEEL POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE. 2. SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR MECHANICAL TRENCHER SO THAT THE DOWNSLOPE FACE OF THE TRENCH IS FLAT AND PERPENDICULAR TO THE LINE OF FLOW. 3. THE TRENCH SHOULD BE A MINIMUM OF 6" DEEP AND 3-4" WIDE TO ALLOW FOR THE SILT FENCE TO BE LAID IN THE GROUND AND BACKFILLED. 4. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL SUPPORT POST. 5. CONTRACTOR SHALL CONSTRUCT SILT FENCE PRIOR TO COMMENCEMENT OF GRADING OPERATIONS. 6. INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. SILT REMOVAL WILL BE AT CONTRACTOR'S EXPENSE. 7. SILT FENCE SHALL BE REMOVED WHEN IT HAS SERVED ITS USEFULNESS SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. OBTAIN COR'S APPROVAL PRIOR TO REMOVAL.

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SEEDING & EROSION CONTROL PLAN

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SEEDING & EROSION CONTROL LEGEND

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EXTENTS OF TURF GRASS SEED W/HYDROMULCH

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LIMIT OF CONSTRUCTION

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SCALE: NO SCALE

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STORM DRAIN LINE

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SANITARY SEWER

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SANITARY MANHOLE

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8'-0"

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SQUARE

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SUB SHEET NO.

DESIGNED:

BUFFALO NATIONAL RIVER - BUFFALO POINT

CAMPGROUND - STABILIZE & REPAIR BUFFALO POINT

RIVER ACCESS, MARION COUNTY ARKANSAS

173/80060

217826

DRAWN BY:

TECH. REVIEW:

DATE:

10/07/2019

DRAWING NO.

PMIS NO.

SHEET

TITLE OF SHEET

A/E FIRM

PRIME:

KENNETH HAHN

ARCHITECTS, INC.

OMAHA, NE.

SUBCONTRACTOR:

OLSSON ASSOC.

OMAHA, NE.

BIG MUDDY

CONSTRUCTION DOCUMENTS SUBMITTAL

WORKSHOP, INC.,

OMAHA, NE.

FINAL

SITE DETAILS

140P6221Q0020 Attachment 2

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COMPACTED SUBGRADE

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P.C.C. PAVEMENT

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COMPACTED FILL

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SALVAGED TOPSOIL

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TYPE THICKENED EDGE

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PAINT SYMBOL OF ACCESSIBILITY PER ADA GUIDELINES; WHITE

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PAINT 4" WIDE WHITE PAINT STRIP (TYP.)

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EDGE OF PAVEMENT

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WHEEL STOP (CENTER ON STALL)

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ACCESSIBLE PARKING SIGN-TYP.

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AutoCAD SHX Text ACCESSIBLE PARKING SIGN WITH INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WORDS "RESERVED PARKING"

AutoCAD SHX Text PROVIDE SEPARATE "VAN-ACCESSIBLE" SIGN PANEL ON STALLS ADJACENT TO 8' WIDE ACCESS AISLE

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VAN ACCESSIBLE

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RESERVED PARKING

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CENTER SIGN POST ON PARKING STALL CENTERLINE

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FINISH GRADE

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3" O.D. WOOD POST PER EXG. - DRIVE INTO GROUND

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CONCRETE WALK

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PARKING AREA

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DETECTABLE WARNING STRIP

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FRESH SAWCUT EDGE, FULL-DEPTH

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EXISTING ASPHALT PAVEMENT - VERIFY DEPTH IN FIELD

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COMPACTED SUBGRADE

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CONCRETE DRIVE PAVEMENT

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MATCH EXG. GRADE

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USE WHERE SEPARATE

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POURS OCCUR

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SEE LAYOUT PLAN FOR LOCATIONS

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WALK =6" DRIVE = 7"

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COMPACTED SUBGRADE

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LOCATIONS. SAWCUT JOINT OF

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SAME DEPTH MAY BE SUBSTITUTED

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IN LIEU OF TOOLED JOINT.

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LIGHT BROOM FINISH

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(TYP.)

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JOINT SEALER

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PREMOLDED

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JOINT FILLER

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W/SEALANT

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SEE LAYOUT PLANS FOR

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COMPACTED SUBGRADE

AutoCAD SHX Text

P.C.C. PAVEMENT

AutoCAD SHX Text 1.5

AutoCAD SHX Text

AutoCAD SHX Text #4 @ 12" O.C./E.W.

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

SALVAGED TOPSOIL

AutoCAD SHX Text

TYPE THICKENED EDGE

AutoCAD SHX Text A

AutoCAD SHX Text

TYPE THICKENED EDGE

AutoCAD SHX Text C

AutoCAD SHX Text R1/2"

AutoCAD SHX Text

TOP OF CURB (TC)

AutoCAD SHX Text

ELEV. = SEE GRADING PLAN

AutoCAD SHX Text

FINISH GRADE BEHIND CURB

AutoCAD SHX Text

5" CONC. PVMT.

AutoCAD SHX Text

1/2" COMP. FILLER W/JOINT SEALANT

AutoCAD SHX Text

2-#5 REBAR CONT. - MIN. 3" CLR. ALL SIDES

AutoCAD SHX Text 6"

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text

#4 BARS @ 12" VERTICAL

AutoCAD SHX Text

#4 BARS @ 12" HORIZONTAL

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text

COMPACTED BACKFILL

AutoCAD SHX Text

3/4" CHAMFER - TYP. ALL EXPOSED CORNERS

AutoCAD SHX Text

BOTTOM OF CURB WALL (BCW) - SEE GRADING PLAN

AutoCAD SHX Text

TOP OF CURB WALL (TCW) - SEE GRADING PLAN

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

(2) #4 BARS CONTINUOUS @ THICKENED SLAB EDGE

AutoCAD SHX Text

1 " X 3 " 12" X 3 " 12" KEYWAY

AutoCAD SHX Text

CONC. WALK - TYPE 1 & 2

AutoCAD SHX Text

AutoCAD SHX Text C6

AutoCAD SHX Text

AutoCAD SHX Text C6

AutoCAD SHX Text

SALVAGED TOPSOIL

AutoCAD SHX Text

WELDED CAP

AutoCAD SHX Text

4.5" O.D. (3.826" I.D) SCHEDULE 80 GALV. STEEL PIPE

AutoCAD SHX Text

DRILL 3/8" HOLES IN PIN TO ACCEPT PADLOCK (EA. END)

AutoCAD SHX Text

12" DIA. CONCRETE FOOTING

AutoCAD SHX Text

CONCRETE WALK - TYPE 1

AutoCAD SHX Text

3/4" GALV. PIN

AutoCAD SHX Text NOTE: REMOVABLE PIN TO BE PLACED PARALLEL TO PEDESTRIAN TRAFFIC. ALL COMPONENTS TO BE FULLY GALVANIZED

AutoCAD SHX Text

1/2" EXPANSION JOINT WITH SEALANT

AutoCAD SHX Text

FILL PIPE WITH CONCRETE TO SURFACE LEVEL

AutoCAD SHX Text C6

AutoCAD SHX Text

AutoCAD SHX Text 3.5" O.D. (3.068" I.D) SCHEDULE 40 GALV. STEEL PIPE - FILL PIPE WITH CONCRETE TO MATCH ELEVATION OF PAVEMENT

AutoCAD SHX Text

GRADE

AutoCAD SHX Text FENCE NOTES: *= MATCH EXG. POST TO POST SPACING IF DIFFERENT THAN INDICATED. *= MATCH EXG. POST TO POST SPACING IF DIFFERENT THAN INDICATED. 1. FENCING SHALL BE LAID OUT WITH A STRING LINE PRIOR TO INSTALLATION TO ENSURE FENCING SHALL BE LAID OUT WITH A STRING LINE PRIOR TO INSTALLATION TO ENSURE FENCE IS STRAIGHT AND TRUE TO GRADE. INSTALL FENCE AT 12" AWAY FROM, AND PARALLEL TO, WALKWAY EDGE AS INDICATED. 2. AFTER FENCING IS LAID OUT, SET FENCE POSTS AT DEPTH INDICATED ON DRAWINGS, AFTER FENCING IS LAID OUT, SET FENCE POSTS AT DEPTH INDICATED ON DRAWINGS, BRACE POLES TO REMAIN STRAIGHT AND PLUMB WHEN BACKFILLING. COMPACT BACKFILL TO 98% MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. ENSURE ALL MEMBERS ARE FLUSH AND PLUMB TO GRADE.

AutoCAD SHX Text

RAILS, POSTS & POST TOPS TO MATCH EXG.

AutoCAD SHX Text

MATCH EXG.

AutoCAD SHX Text

NOTCH POSTS TO ACCEPT RAILINGS & LAG BOLT SIM. TO EXG.

AutoCAD SHX Text

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

AutoCAD SHX Text

CONCRETE WALK SECTION - TYPE 1 (UPPER TWO LEGS)

AutoCAD SHX Text C6

AutoCAD SHX Text

AutoCAD SHX Text C6

AutoCAD SHX Text

SCALE: NO SCALE

AutoCAD SHX Text

ACCESSIBLE STALL STRIPING PLAN

AutoCAD SHX Text C6

AutoCAD SHX Text

SCALE: NO SCALE

AutoCAD SHX Text

ACCESSIBLE PARKING SIGN

AutoCAD SHX Text C6

AutoCAD SHX Text

SCALE: NO SCALE

AutoCAD SHX Text

CONCRETE PAVEMENT JOINTS

AutoCAD SHX Text C6

AutoCAD SHX Text

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

AutoCAD SHX Text

DETECTABLE WARNING STRIP

AutoCAD SHX Text C6

AutoCAD SHX Text

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

AutoCAD SHX Text

CONCRETE DRIVE PAVEMENT W/ THICKENED EDGE

AutoCAD SHX Text C6

AutoCAD SHX Text

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

AutoCAD SHX Text

CONCRETE WALK SECTION - TYPE 2 (LOWER TWO LEGS)

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text

VERTICAL CURB

AutoCAD SHX Text C6

AutoCAD SHX Text

SCALE: NO SCALE

AutoCAD SHX Text

CONCRETE CURB WALL

AutoCAD SHX Text C6

AutoCAD SHX Text

SCALE: NO SCALE

AutoCAD SHX Text

REMOVABLE BOLLARD

AutoCAD SHX Text C6

AutoCAD SHX Text

SCALE: NO SCALE

AutoCAD SHX Text

WOOD FENCE

AutoCAD SHX Text C6

01_TS1

02_C1_Site Key Plan

Sheets and Views

C1 Key Plan

03_C2_Site Prep and Removals Plan

Sheets and Views

C2 Removals

04_C3_Site Layout Plan

Sheets and Views

C3 Layout

05_C4_Grading Plan

Sheets and Views

C4 Grading

06_C5_Seeding and Erosion Control Plan

Sheets and Views

C5 Seeding-Erosion

07_C6_Site Details

Sheets and Views

C6 Details

File details come from the government source that posted it. Updated Jul 23, 2021.