017_C220.pdf
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- Solicitation number
- 36C24921R0057
About this file
This document provides details on a pre-solicitation notice for construction services related to 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 construction work is estimated to cost between $5 million and $10 million and will be procured using LPTA source selection. The pre-solicitation notice establishes that the requirement is a 100% set-aside for SDVOSBs, with responses due by January 15, 2021. Interested contractors must be verified in CVE and registered in SAM, with the awarded contractor also submitting evidence of VETS4212 enrollment. The Department of Veterans Affairs Veterans Health Administration VISN 9 is the contracting agency. Questions related to the requirement must be submitted in writing to the named contracting officer by the specified date.
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APPROVED FOR CONSTRUCTION
FINAL CONSTRUCTION DRAWINGS
ARCHITECT/ENGINEERS: CONSULTANTS:
CONSULTANTS
WALKERDesign, Inc.
REISSUED
PRIORITY SANITARY SEWER
CONSTRUCTION AND DEMOLITION
C220
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SAN. SEWER MANHOLE
RIM ELEV: 1659.86
INVERT IN: 1652.57 NE
INVERT IN: 1652.57 NW
INVERT IN: 1653.62 SE
INVERT OUT: 1652.57 SW
NEW SS MANHOLE
INVERT BASED ON EXISTING
ESTIMATED 1655.06
GASKET / SEAL AND LOCKING
COVER AT ENTRANCE. SEE C240
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SS MANHOLE
RIM ELEV: 1659.69
INVERT IN: 1649.77 NE
INVERT IN: ~1653.00 S (2")
INVERT OUT: 1649.57 SE
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NW SS MANHOLE
RIM ELEV: 1660.30
INVERT IN: 1654.53 NW
INVERT OUT: 1654.53 SW
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ANY EXISTING SANITARY
CLEANOUT MUST BE PROTECTED
AND MAINTAINED THROUGHOUT
CONSTRUCTION
ANY EXISTING SANITARY
CLEANOUT MUST BE PROTECTED
AND MAINTAINED THROUGHOUT
CONSTRUCTION
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36"RCP
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12"PVC
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LIMITS OF CONSTRUCTION CONSTRUCTION FENCE
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CONSTRUCTION FENCE
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BLDG EXITS
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CONSTRUCTION FENCE
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GATE
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TO MH#28
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VA FORM 08-6231, DEC 1989
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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 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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AutoCAD SHX Text NOTE: DURING THE ENTIRE COURSE OF CONSTRUCTION, THE INTEGRITY OF THE SANITARY SEWER SYSTEM FROM BUILDING 160 MUST BE MAINTAINED.
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NOTE: SANITARY SEWER MAIN PIPE SHALL BE: 8" PVC
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SCALE: 30"X42" SHEET 1"= 20'
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GRAPHIC SCALE
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( IN FEET )
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AutoCAD SHX Text A. THIS SHEET PROVIDES AN ENLARGED THIS SHEET PROVIDES AN ENLARGED SCALE VIEW OF COURTYARD AND THE AREA CONNECTED TO THE GARAGE OVERHANG OVER BRADFORD PEAR LANE. B. SHEET INDICATES THE PATH OF NEW SHEET INDICATES THE PATH OF NEW OVERHEAD WALKWAY, LOCATION OF OVERHEAD WALKWAY COLUMNS, AND LOCATION OF UNDERGROUND FOUNDATION CAISSONS AND GRADE BEAMS. C. THIS SHEET SHOWS RELOCATION OF THIS SHEET SHOWS RELOCATION OF SANITARY SEWER OUTSIDE FOOTPRINT OF OVERHEAD WALKWAY FOUNDATION. D. PERFORM WORK WITH MINIMUM SANITARY PERFORM WORK WITH MINIMUM SANITARY SEWER UTILITY INTERRUPTION. E. THIS WORK WILL BE ELIMINATED WITH THIS WORK WILL BE ELIMINATED WITH OVERHEAD WALKWAY, IF OVERHEAD WALKWAY IS DEDUCTED.
AutoCAD SHX Text RELOCATE EXISTING SANITARY SEWER PIPE 12 FEET EAST. CONNECT TO EXISTING, AT LOCATION SHOWN, NORTH OF PIER CAP. RELOCATED PIPE MUST LAY OUTSIDE OF PIER CAP AND OUTSIDE OF TREE WELLS. 150 FT TOTAL LENGTH. ALL NEW PIPE SHALL BE 8" PVC. 1. EXISTING PIPE IN COURTYARD INSTALLED EXISTING PIPE IN COURTYARD INSTALLED AT 3.5% SLOPE. INVERT ELEVATION IS APPROX. 5.34 FEET DEEP (1655.06 FT) AT 3.5% SLOPE. INSTALL DOGHOUSE MANHOLE OVER EXISTING SANITARY 6" PVC PIPE. POUR AND SHAPE FINISH FLOOR (3,000 PSI CONCRETE) INVERT OUT OF NEW MANHOLE AT 90 DEGREES CCW FROM INVERT IN WITH 8" PVC PIPE. SHAPED CONCRETE BOTTOM TO REDIRECT FLOW TO OUTLET. TOP OF MANHOLE COVER AT 1660.40. INCLUDE GASKET / SEAL AND LOCKING COVER AT ENTRANCE FOR SAFETY AND SECURITY AT KEYNOTE LOCATION #1. 2. NEW MANHOLE. INVERT ESTIMATED AT NEW MANHOLE. INVERT ESTIMATED AT 1654.53 AT 3.5% SLOPE. INVERT OUT AT 90 DEGREES CW FROM INVERT IN. TOP OF MANHOLE COVER AT 1660.30. 3. INSTALL DOGHOUSE MANHOLE OVER INSTALL DOGHOUSE MANHOLE OVER EXISTING LATERAL. INTERCEPT OR EXTEND LATERAL BRANCHES AT 3.5% SLOPE. TOP OF MANHOLE COVER AT 1659.86. 4. SANITARY PIPE APPROX. 9.5 FEET DEEP. SANITARY PIPE APPROX. 9.5 FEET DEEP. INSTALL BENEATH STORM SEWER. 5. SANITARY PIPE APPROX. 9.5 FEET DEEP. SANITARY PIPE APPROX. 9.5 FEET DEEP. ENSURE INSTALLATION BENEATH WATER. 6. INSTALL NEW DOGHOUSE MANHOLE OVER INSTALL NEW DOGHOUSE MANHOLE OVER EXISTING SANTITARY 8" PVC. MATCH ALL EXISTING INVERTS AND TOP OF MANHOLE COVER SHOWN ON PLAN. POUR AND SHAPE FINISH FLOOR (3,000 PSI CONCRETE). INTERCEPT OUTSIDE OF PARKING LOT, RESTORE SIDEWALK AND GRASS SURFACES. TOP OF MANHOLE COVER AT 1659.69 7. DEMO AND REMOVE PORTION OF EXISTING DEMO AND REMOVE PORTION OF EXISTING SEWER TAKEN OUT OF SERVICE PRIOR TO OVERHEAD WALKWAY FOUNDATION CONSTRUCTION. 8. REMOVE EXISITNG STRUCTURE REMOVE EXISITNG STRUCTURE 9. FOR REFERENCE, ELECTRIC DUCTBANK FOR REFERENCE, ELECTRIC DUCTBANK SHOWN BY UTILITY LOCATE TO BE OUTSIDE OF LIMITS OF FOUNDATION. SHORING WILL BE REQUIRED. SEE C410 10. PER SHEET P201, ROUTE NEW 2" PVC PER SHEET P201, ROUTE NEW 2" PVC SUMP DRAIN TO NEW SS MANHOLE. CONNECT WITH LINK-SEAL AT ELEVATOR WALL. INSTALL PIPE MINIMUM 3 FEET BELOW GRADE AND BELOW ELECTRIC DUCTBANK (~6 FT DEEP). 2" PIPE MAY BE CORED INTO NEW STRUCTURE. 11. EXIST C.O. (3) SHOWN. PROTECT IN EXIST C.O. (3) SHOWN. PROTECT IN LANDSCAPE AREA. REPAIR OR REPLACE IF DAMAGED BY CONSTRUCTION.
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PARKING LOT OPEN (STRIPING NOT SHOWN)
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PARKING LOT (STRIPING NOT SHOWN) LAYDOWN AREA
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AutoCAD SHX Text ALWAYS CALL 811 BEFORE YOU DIG! IT'S FREE, IT'S EASY, AND IT'S THE LAW! CALL 811, OR (800) 351-1111
| 2020-08-10T14:03:01-0400 | |
| Michael D Tootle |
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