126_E200.pdf

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

About this file

This notice provides information on 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 constructing two new levels for the parking garage and an overhead walkway in accordance with provided specifications and drawings. The project is estimated to cost between $5-10 million and will be awarded under FAR Part 15 using a lowest price technically acceptable process. Questions are due by January 15, 2021 and proposals are to be submitted by this date. This is a 100% set-aside for Service-Disabled Veteran Owned Small Businesses. The awarded contractor must be listed on the CVE database and have an active SAM registration.

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Text version

ELECTRICAL SITE PLAN -

NEW WORK

E200

GRAPHIC SCALE

APPROVED FOR CONSTRUCTION

FINAL CONSTRUCTION DRAWINGS

ARCHITECT/ENGINEERS: CONSULTANTS:

CONSULTANTS

WALKERDesign, Inc.

REISSUED

SHEET NOTES

SHEET KEYNOTES

N

ELECTRICAL SITE PLAN - NEW WORK

COURTYARD LAMP POST BASE DETAIL

OF 143126PAGE

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%%UBLDG 160

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%%UBLDG 161

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%%UPARKING GARAGE

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%%UBLDG 160

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EBOX

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EBOX

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EBOX

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EBOX

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

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E MH#26

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MH#28

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TO MH#26

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TO MH#28

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SEE E222 FOR CONT.

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FINISHED GRADE/PAVEMENT

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1-1/2" CHAMFER AROUND EXPOSED EDGES

AutoCAD SHX Text 4000PSI CONCRETE, 24"DIAM TOP (BUT NO LESS THAN DIAM OF EXISTING LAMP POST), 36"DIAM BOTTOM

AutoCAD SHX Text 7/8" DIAMETER X 32" LONG ANCHOR ROD (TYP.) CONTRACTOR SHALL INSPECT EXIST. LAMP POST TO DETERMINE ANCHOR BOLT PATTERN.

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6-#4 VERTICAL BARS

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#4 HORIZ BAR AROUND PERIMETER, AT EACH OF 4 LEVELS

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FROM SOURCE OR TO NEXT FIXTURE (TYP.)

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EXISTING LAMP POST FIXTURE

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BOND GROUNDING STUD TO GROUND ROD WITH #6 CU

AutoCAD SHX Text SECURE POST TO BASE WITH NUT AND WASHER. SHIM AND GROUT BETWEEN BASE AND POST TO PLUMB.

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SCHED 40 PVC, EXIT BASE 30"BFG.

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3/4" DIAM X 10' LONG DRIVEN CU GROUND ROD

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36" BFG

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6" AFG

AutoCAD SHX Text A. REFER TO SHEET E001 FOR ADDITIONAL REFER TO SHEET E001 FOR ADDITIONAL GENERAL NOTES. B. CONTRACTOR SHALL VERIFY EXIST. CONTRACTOR SHALL VERIFY EXIST. UNDERGROUND UTILITIES AND STRUCTURES (SUCH AS STEAM, DOMESTIC WATER, CHILLED WATER, STORM WATER, SANITARY, ELECTRICAL, GAS, ETC.)

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AutoCAD SHX Text SCALE: 1 IN. = FT. SCALE IS AS STATED FOR A "x " DRAWING. ALL OTHERS SHOULD REFER TO GRAPHIC SCALE.

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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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AutoCAD SHX Text Engineering Planning & Analysis

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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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AutoCAD SHX Text 621-332

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AUGUST 10, 2020

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EXPAND PARKING GARAGE &

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KEY PLAN

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DOGWOOD AVE.

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S. FIRST ST.

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DOM

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LAKE DR

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GARAGE LOCATION

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BRADFORD

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PEAR

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LANE

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 Pensacola, FL 32502

AutoCAD SHX Text email: frank@frankda.com

AutoCAD SHX Text 200 E. Government Street

AutoCAD SHX Text Suite 240-A

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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NOT TO SCALE

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SEAL

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AKEA DESIGN, INC.

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RANDALL A. HENSLEY, P.E. FLORIDA P.E. NO. 37944

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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SCALE:

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1. NEW PULLBOX FOR LIGHTING CIRCUIT NEW PULLBOX FOR LIGHTING CIRCUIT INTERCEPT. 2. PROVIDE NEW POLE BASE. REINSTALL PROVIDE NEW POLE BASE. REINSTALL EXISTING POLE AND FIXTURE ON NEW BASE. 3. PROVIDE NEW LAMP POST BASE PER PROVIDE NEW LAMP POST BASE PER DETAIL 2 THIS SHEET AND REINSTALL EXISTING LAMP POST. 4. PROVIDE NEW LIGHTING CIRCUIT; 3#10 IN PROVIDE NEW LIGHTING CIRCUIT; 3#10 IN 1"C. RECONNECT TO EXISTING LIGHTING CONTACTOR. 5. REFER TO SHEET E100 REGARDING REFER TO SHEET E100 REGARDING EXISTING UNDERGROUND ELECTRICAL UTILITY. CONTRACTOR SHALL PROTECT MEDIUM VOLTAGE ELECTRICAL DUCT BANK AND MEDIUM VOLTAGE ELECTRICAL MANHOLE DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY SHORING, TEMPORARY DUCT BANK SUPPORT STRUCTURE, AND OTHER CONSTRUCTION METHODS TO PROTECT EXISTING MEDIUM VOLTAGE INFRASTRUCTURE. FOR BIDDING PURPOSES, CONTRACTOR SHALL ASSUME EXISTING CONCRETE DUCT BANK HAS A 4' X 3' OUTER DIMENSION CROSS SECTION, AND SHALL PLAN SUPPORTING MEANS ACCORDINGLY. 6. GENERATOR BUILDING. PROVIDE PARKING GENERATOR BUILDING. PROVIDE PARKING GARAGE ATS(S) ANNUNCIATOR IN THIS BUILDING. 7. SEE E213 BRIDGE PLANS FOR UG SEE E213 BRIDGE PLANS FOR UG SECURITY CAMERA RACEWAY FOR CAMERAS MOUNTED TO COLUMNS.

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EXCLUDE ALL WORK SHOWN ON THIS DRAWING, AS PART OF DEDUCTIVE ALT. NO. 3.

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DEDUCTIVE ALTERNATE NUMBER 3:

2020-08-11T11:26:14-0400
Randall Hensley

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