011_C120.pdf

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Y1LZ--Project 621-332- Expand Parking Garage & Add OH Walkway
Solicitation number
36C24921R0057
Issued by

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This presolicitation notice provides details for a construction services requirement for Project 621-332 to expand an existing parking garage and add an overhead walkway at the James H. Quillen VA Medical Center in Mountain Home, Tennessee. The work includes adding two new levels to the existing parking garage and constructing an overhead walkway in accordance with provided specifications and drawings. The estimated value of construction is between $5 million and $10 million. The requirement will use Lowest Price Technically Acceptable source selection and is set aside exclusively for Service-Disabled Veteran Owned Small Businesses. Questions must be submitted in writing by January 15, 2021, and the solicitation is anticipated to be released on or by that same date.

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APPROVED FOR CONSTRUCTION

FINAL CONSTRUCTION DRAWINGS

ARCHITECT/ENGINEERS: CONSULTANTS:

CONSULTANTS

WALKERDesign, Inc.

REISSUED

SEDIMENT AND

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LAKE DRIVE

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AWNING

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COVERED CONCRETE PICNIC AREA

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CONCRETE PAD

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BASKETBALL GOAL

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CHILLED WATER ACCESS WELL

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GRAVEL PARKING AREA

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CONCRETE CURB AND GUTTER

AutoCAD SHX Text BUILDING 160 5 STORY BRICK SUBBASEMENT FFE: 1660.54 BASEMENT FFE: 1674.51 FIRST LEVEL FFE: 1688.46 SECOND LEVEL FFE: 1702.46 THIRD LEVEL FFE: 1716.45

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TREE ISLAND

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OVERHANG

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TR:1688.50

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PROJECT BENCHMARK DISK IN CONCRETE BASE OF LIGHT POLE ELEVATION: 1677.53

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BRADFORD PEAR LANE

AutoCAD SHX Text APPROXIMATE BOUNDARY LINE TAKEN FROM MULLICAN FLOORING, LP SURVEY BY BILL HUFFMAN DATED JUNE 3, 2012

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AutoCAD SHX Text ETSU VENTURES, LLC TAX MAP 54G, GROUP J, PARCEL 40.00 PARKING AREA LEASED TO VA FOR PARKING (US LEASE NO. VA249R-0964)

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NATIONAL HOME FOR DISABLED SOLDIERS TAX MAP 54B, GROUP B, PARCEL 47.00

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SIGN

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CENTERLINE

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BLOCK WALL

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LIMITS OF CONSTRUCTION CONSTRUCTION FENCE

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LIMITS OF CONSTRUCTION CONSTRUCTION FENCE

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LIMITS OF CONSTRUCTION CONSTRUCTION FENCE

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LIMITS OF CONSTRUCTION CONSTRUCTION FENCE

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LIMITS OF CONSTRUCTION

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LIMITS OF CONSTRUCTION CONSTRUCTION FENCE

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PARKING LOT ENTRANCE

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CONSTRUCTION FENCE

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CONSTRUCTION FENCE

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CONSTRUCTION FENCE

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CB-F

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MH-C

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CB-G

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63-FT NEW CLASS V 24" RCP

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57-FT NEW CLASS V 30" RCP

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43-FT NEW CLASS V 30" RCP

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CB-H

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53-FT NEW CLASS V 24" RCP

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56-FT NEW CLASS V 24" RCP

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29-FT NEW 42" RCP

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80-FT NEW 12" RCP

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36-FT NEW CLASS V 42" RCP

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142-FT NEW CLASS V 42" RCP

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BLDG EXITS

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CONSTRUCTION FENCE

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CONSTRUCTION FENCE

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GATE

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BUILDING 160 DOMICILIARY

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BRADFORD PEAR LANE

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TREE

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E MH#26

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1ST LEVEL

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2ND LEVEL

AutoCAD SHX Text NOTE: THE SITE PLAN DEPICTED ON THIS AND FOLLOWING SHEETS IS DERIVED FROM THE TOPOGRAPHIC SURVEY PREPARED BY LITTLEJOHN SURVEYORS (07/11/2014) AND GARAGE CONSTRUCTION PHASE 1 (2018). IN CASE OF ANY DISCREPANCY FOUND ON DRAWINGS, ORIGINAL SURVEY SHALL SERVE AS SITE CONTROL.

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VA FORM 08-6231, DEC 1989

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AutoCAD SHX Text Approved: Chief, Engineering Service

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VAMC MOUNTAIN HOME, TENNESSEE

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ADD OVERHEAD WALKWAY

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DRAWING NO.

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AUGUST 10, 2020

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EXPAND PARKING GARAGE &

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AutoCAD SHX Text 4904 Eisenhower Blvd Suite 150 Tampa, FL 33634 PH: (813) 888-5800 FAX: (813) 502-5726 BE-0003840 www.walkerconsultants.com

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PH: (850) 433-3023

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FAX: (850) 433-3025

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FRANK DAUGHTRY

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AutoCAD SHX Text email: frank@frankda.com

AutoCAD SHX Text 200 E. Government Street

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AutoCAD SHX Text Project No.

AutoCAD SHX Text CONTRACT No. 36C249-19-C-0168

AutoCAD SHX Text P.O. No. 621Z90002

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SEAL

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MICHAEL D. TOOTLE, PE FLORIDA P.E. NO. 67818

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AKEA DESIGN, INC.

AutoCAD SHX Text 3603 NW 98TH ST., SUITE B GAINESVILLE, FLORIDA 32606 PH: (352) 474-6124 FAX: (352) 553-4437 CERT OF AUTH: FL #29758 AKEA Design Project No. AD177-19

AutoCAD SHX Text This item has been electronically signed and sealed by the individual named at right. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

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FINAL CONSTRUCTION DOCUMENTS

AutoCAD SHX Text 07/20/20

AutoCAD SHX Text ADDENDUM: REISSUE FINAL CDs

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MDT

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MDT

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PROJECT SITE BENCHMARK

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PARKING LOT CLOSED LAYDOWN AREAS

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PARKING LOT OPEN

AutoCAD SHX Text 738,429.8567 N 3,037,100.7458 E

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VERTICAL DATUM: NAVD88

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GARAGE FOOTPRINT SEE S100

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OVERHANG FOOTPRINT SEE S100

AutoCAD SHX Text THE CONTRACTOR SHALL PREVENT THE TRANSPORT OF SEDIMENT FROM THE JOB SITE ONTO BRADFORD PEAR DRIVE WHERE IT MAY BE TRANSPORTED TO STORM DRAINS. CONSTRUCT APPROPRIATE CONSTRUCTION EXITS THAT MEET TENNESSEE REQUIREMENTS FOR PAVED ROADS. TYPICAL BOTH SIDES OF CONSTRUCTION SITE.

AutoCAD SHX Text LIMITS OF CONSTRUCTION CONSTRUCTION FENCE DEFINES CONSTRUCTION AND PROJECT AREAS (1,500 LINEAR FEET)

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PARKING GARAGE FOOTPRINT

AutoCAD SHX Text AREA CALCULATIONS TOTAL PROJECT AREA 3.11 AC. 3.11 AC. INCLUDES DEMO AND LAYDOWN AREAS EXISTING IMPERVIOUS AREA 0.98 AC. 0.98 AC. GARAGE FOOTPRINT UNDISTURBED PROPOSED IMPERVIOUS AREA 0.98 AC. 0.98 AC. GARAGE FOOTPRINT UNDISTURBED LEVELS 3&4 OVERHANG AREA 0.24 AC. 0.24 AC. OVER IMPERVIOUS BRADFORD PEAR EXISTING IMPERVIOUS (90%) 0.25 AC. 0.25 AC. COURTYARD, UNCHANGED ALL OTHER REMAINING IMPERVIOUS AND 1.64 AC 1.64 AC PERVIOUS AREA, UNCHANGED

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SILT FENCE ON ALL DOWNGRADIENT SIDES OF PROJECT (1,000 LINEAR FEET)

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INLET PROTECTION: HAY BALES, WATTLES, OR POLLUTION SOCKS

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LEGEND

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SINGLE ROW SF SEE SHEET C130

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DOUBLE ROW SF SEE SHEET C130

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ROAD CLOSED

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ROAD CLOSED

AutoCAD SHX Text PROTECT ALL EXISTING INLETS IN COURTYARD SEE DETAIL: SHEET C130 (TYPICAL, WHOLE SITE)

AutoCAD SHX Text NOTE: SEE ALSO SHEET C130 AND SPEC 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS, 1.5.C.4.

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OR OTHERWISE PROTECT STEEP SLOPE THIS AREA

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PARKING LOT OPEN

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TRAILER / LAYDOWN AREA

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COURTYARD

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SCALE: 30"X42" SHEET 1"= 30'

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GRAPHIC SCALE

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( IN FEET )

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AutoCAD SHX Text A. THIS SHEET IS PROVIDED TO ASSIST THIS SHEET IS PROVIDED TO ASSIST CONTRACTOR WITH STATE OF TENNESSEE NPDES STORM WATER CONSTRUCTION PERMITTING. B. THE CONTRACTOR'S APPLICATION FOR THE CONTRACTOR'S APPLICATION FOR PERMIT AND STORM WATER POLLUTION PREVENTION PLAN SHALL CONTROL WHEN PERMITTED. C. COPIES OF CONTRACTOR'S PERMIT COPIES OF CONTRACTOR'S PERMIT APPLICATION AND STORM WATER POLLUTION PREVENTION PLAN SHALL BE PROVIDED TO COR AT TIME OF SUBMISSION TO STATE. D. COPIES OF APPROVED PERMIT SHALL BE COPIES OF APPROVED PERMIT SHALL BE PROVIDED TO COR WHEN RECEIVED.

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1. GARAGE STRUCTURE. IMPERVIOUS GARAGE STRUCTURE. IMPERVIOUS SURFACE. REFER TO AREA CALCULATIONS. 2. COURTYARD. IMPERVIOUS SURFACE. REFER COURTYARD. IMPERVIOUS SURFACE. REFER TO CALCULATIONS. 3. SITE /PROJECT LIMIT CONTROL SITE /PROJECT LIMIT CONTROL 4. SEDIMENT CONTROL: SILT FENCE SEDIMENT CONTROL: SILT FENCE 5. SEDIMENT CONTROL: CONSTRUCTION EXIT SEDIMENT CONTROL: CONSTRUCTION EXIT 6. SEDIMENT CONTROL: INLET PROTECTION SEDIMENT CONTROL: INLET PROTECTION 7. SITE TRAILER AND LAYDOWN AREASSITE TRAILER AND LAYDOWN AREAS

AutoCAD SHX Text PROTECT ALL EXISTING INLETS AROUND GARAGE SEE DETAIL: SHEET C130 (TYPICAL, WHOLE SITE)

AutoCAD SHX Text CONSTRUCTION EXIT: CONTRACTOR SHALL MEET TENNESSEE TDEP/NPDES REQUIREMENTS TO PREVENT SEDIMENT TRACKING FROM THE JOBSITE. SEE DETAIL: SHEET C130

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CONSTRUCTION FENCE BOUNDARY ~1,500 FT

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SILT FENCE BOUNDARY ~1,000 FT

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AutoCAD SHX Text SILT FENCE ADDED DURING WALKWAY CONSTRUCTION 0.25 AC DISTURBED AREA ~130 FT FENCING

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2020-08-10T13:57:07-0400
Michael D Tootle

File details come from the government source that posted it. Updated .