190273 Entry Control Addendum 03.pdf
PDF 2 MB Posted
- Attached to
- Repair Entry Control Point Federal contract opportunity
- Solicitation number
- W912LM-22-R-1001
About this file
This solicitation requests proposals for repairing several entry control points and parking areas at a National Guard base in Minnesota to meet anti-terrorism standards. Services include repairing and securing gates, installing lighting and barriers, and constructing a search area. The total contract value is between $1,000,000 and $5,000,000 and work must be completed within 180 days. The pre-proposal conference is August 10th and proposals are due August 26th. Evaluation criteria are past performance and price. The solicitation is a total small business set-aside for NAICS code 236220. Interested parties must register in SAM and check the site regularly for amendments. The place of performance is the Duluth National Guard base.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Addendum 2.1.docx | DOCX document | |
| Entry Control Addendum 02.pdf | ||
| Pre-Bid Roster - Repair ECPs.pdf | ||
| B 07 Preproposal Conference 148th.pptx | PPTX presentation | |
| B 08 Entry Control Addendum 01 LHB.pdf | ||
| A 03 B3 SPEC 051321.pdf | ||
| B 08 Release Form 66 Rpr ECP.pdf | ||
| EXHIBIT D Letter of Commitment Ld ECP (Attachment).docx | DOCX document | |
| B 08 W912LM-22-R-1001 ECP.pdf | ||
| EXHIBIT A ECP(Attachment).docx | DOCX document | |
| A 03 B3 FINAL DWGS 052021.pdf | ||
| EXHIBIT B ECP Ld (Attachment).docx | DOCX document | |
| EXHIBIT C Reference_Questionnaire_Package NEW Ld (Attachment).docx | DOCX document |
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Text version
ADDENDUM NO. 03, AUGUST 24, 2022
RE: MnANG – Repair Entry Control
LHB Project No. 190273, MnANG W912LM22R1001
To: MnANG Contracting Office
From: LHB, Inc.
This Addendum forms a part of the Contract Documents and modifies the original Bidding Documents dated May 13, 2021 Addendum No. 01, dated August 5, 2022, and Addendum No. 02, dated August 19, 2022. Acknowledge receipt of this Addendum in the space provided on the Bid Form. Failure to do so may subject the Bidder to disqualification.
This Addendum consists of 02 pages and the following attachments:
Drawings Civil: C130, C210, C300, C400 Structural: S101, S501
Changes to Prior Addenda
1. Refer to Addendum No. 02, dated August 19, 2022:
a. Item 9: Replace Drawing C210 in its entirety.
b. Item 10: Replace Drawing C300 in its entirety.
Questions and Answers
Q1. I am a little confused by plan sheet S101 and C210. I pointed out below the things I am seeing. Can we ask if these drain lines are supposed to be in the bid? Same with the notes to Field Verify those footings near the guard shack. If these are required, then the Civils need updated to reflect this.
A1. Refer to updated drawings this Addendum. Existing footings and drains shown for reference only.
Q2. The other thing to know, is that the Civils don’t seem to account for Asphalt R&R that will most certainly occur for the Lift Gate Foundations. It is noted but will be easy for civil bidders to miss as it’s not clearly depicted.
A2. See updated Civil drawings this Addendum for approximate removals.
General None
Changes to Specifications None
Product Approvals
Refer to Specification Section 01 2500 3.02 and 3.03. Pre-approvals will not be given during bidding.
Changes to Drawings
2. Replace Sheet C130-SCORPION DRIVE SITE PLAN in its entirety.
3. Replace sheet C400 – TOWWAY ACCESS SITE PLAN in its entirety.
ADDENDUM NO. 03: REPAIR ENTRY CONTROL PAGE 2
AUGUST 24, 2022
4. Replace Sheet S101- FOUNDATION PLAN in its entirety.
5. Replace Sheet S501 – FOUNDATION DETAILS in its entirety.
END OF ADDENDUM NO. 03
ATFP REPAIR ENTRY
CONTROL POINTS
NO DATE REVISION
DRAWING TITLE:
PROJECT NAME:
DRAWN BY:
CHECKED BY:
FILE:
DRAWING NO:
PROJ. NO:
..\190273\600 Drawings\C\C100 (B211 Parking & Alert Access).dwg
21 W. Superior St., Ste. 500 | Duluth, MN 55802 | 218.727.8446
COPYRIGHT 2022 BY LHB, INC. ALL RIGHTS RESERVED.
C130190273
MINNESOTA AIR
148TH FIGHTER WING
CLIENT:
NO DATE ISSUED FOR
THIS SQUARE APPEARS 1/2" x 1/2" ON
FULL SIZE SHEETS.
NATIONAL GUARD
FMKM 150215
1 5/13/2021 TYPE B3 FINAL SUBMITTAL
SCORPION DRIVE
SITE PLAN
1 8/24/2022 ADDENDUM 03
NO DATE REVISION
DRAWING TITLE:
PROJECT NAME:
DRAWN BY:
CHECKED BY:
FILE:
DRAWING NO:
PROJ. NO:
..\190273\600 Drawings\C\C200 (Main Gate).dwg
21 W. Superior St., Ste. 500 | Duluth, MN 55802 | 218.727.8446
COPYRIGHT 2022 BY LHB, INC. ALL RIGHTS RESERVED.
C210190273
MINNESOTA AIR
148TH FIGHTER WING
CLIENT:
NO DATE ISSUED FOR
THIS SQUARE APPEARS 1/2" x 1/2" ON
FULL SIZE SHEETS.
NATIONAL GUARD
FMKM 150215
1 5/13/2021 TYPE B3 FINAL SUBMITTAL
MAIN GATE
SITE PLAN
1 8/17/2022 ADDENDUM 02
2 8/24/2022 ADDENDUM 03
NO DATE REVISION
DRAWING TITLE:
PROJECT NAME:
DRAWN BY:
CHECKED BY:
FILE:
DRAWING NO:
PROJ. NO:
..\190273\600 Drawings\C\C300 (Gate 4).dwg
21 W. Superior St., Ste. 500 | Duluth, MN 55802 | 218.727.8446
COPYRIGHT 2022 BY LHB, INC. ALL RIGHTS RESERVED.
C300190273
MINNESOTA AIR
148TH FIGHTER WING
CLIENT:
NO DATE ISSUED FOR
THIS SQUARE APPEARS 1/2" x 1/2" ON
FULL SIZE SHEETS.
NATIONAL GUARD
FMKM 150215
1 5/13/2021 TYPE B3 FINAL SUBMITTAL
GATE 4
SITE PLAN
1 8/17/2022 ADDENDUM 02
2 8/24/2022 ADDENDUM 03
NO DATE REVISION
DRAWING TITLE:
PROJECT NAME:
DRAWN BY:
CHECKED BY:
FILE:
DRAWING NO:
PROJ. NO:
..\190273\600 Drawings\C\C400 (Towway Access).dwg
21 W. Superior St., Ste. 500 | Duluth, MN 55802 | 218.727.8446
COPYRIGHT 2021 BY LHB, INC. ALL RIGHTS RESERVED.
C400190273
MINNESOTA AIR
148TH FIGHTER WING
CLIENT:
NO DATE ISSUED FOR
THIS SQUARE APPEARS 1/2" x 1/2" ON
FULL SIZE SHEETS.
NATIONAL GUARD
FMKM 150215
1 5/13/2021 TYPE B3 FINAL SUBMITTAL
TOWWAY ACCESS
SITE PLAN
1 8/24/2022 ADDENDUM 03
FOUNDATION NOTES
S301
S301
S301
16' - 8" 5' - 8" 39' - 10" 8" 2' - 4" 14' - 8" 2' - 0" 8" 8' - 10"
"1
/4
/4
S501
S501
S301
16' - 8" 5' - 8" 40' - 6" 19' - 0"
AA
BB
CC
C.1C.1
B.9
SF1-4 (94'-0")
SF1-4
(94'-0")
S F
-4
S F
-4
S F
-4
S F
-4
SF2-0 (94'-0")
9' - 6"
A.7
B.3B.3
B.8
5.13.9
D
SF7-4 (93'-0") VFY.
C.2
S301
EX. 8'-6" x 8'-6" x 1'-4" FTG.
(93'-0")
EX. 8'-6" x 8'-6" x 1'-4" FTG.
(93'-0")
EX. 8'-6" x 8'-6" x 1'-4" FTG.
(93'-0")
EX. 8'-6" x 8'-6" x 1'-4" FTG.
(93'-0")
EX. 8'-6" x 8'-6" x 1'-4" FTG.
(93'-0")
EX. 8'-6" x 8'-6" x 1'-4" FTG.
(93'-0")
SLAB ON GRADE
SEE NOTE 2
SLAB ON GRADE
SEE NOTE 2
T/SLAB
99'-6"
T/SLAB
99'-6"
S S
S S
SF1-4
(93'-0")
S F
-4
V F
Y
S F
-4
V F
Y
3' - 0" 1' - 4" 3' - 0"
3' - 0" 1' - 4" 3' - 0"
DRAINING TILE
DAYLIGHT TO
DRAIN - SEE CIVIL
PIER P-1
T/PIER = 99'-2"
PIER P-1
T/PIER = 98'-10"
C.9
4.1 4.8
S302
BRICK LEDGE
ELEV. = 98'-10"
(VFY. W/ ARCH)
T/WALL
ELEV. = 99'-6"
BRICK LEDGE
ELEV. = 99'-2"
(VFY. W/ ARCH)
T/WALL
ELEV. = 99'-10"
LOUVERED METAL FENCE, POSTS,
ANCHORS, AND FOUNDATIONS SHALL
BE DESIGNED BY SUPPLIER. FENCE
SUPPLIER SHALL SUBMIT SHOP
DRAWINGS AND SIGNED STRUCTURAL
CALCULATIONS OF FENCE AND
FOUNDATION COMPONENTS.
COORDINATE QUANTITY, LOCATIONS,
AND ELEVATIONS WITH CIVIL.
/2
/8
/4
/8
/4
LOUVERED METAL FENCE, POSTS,
ANCHORS, AND FOUNDATIONS SHALL
BE DESIGNED BY SUPPLIER. FENCE
SUPPLIER SHALL SUBMIT SHOP
DRAWINGS AND SIGNED STRUCTURAL
CALCULATIONS OF FENCE AND
FOUNDATION COMPONENTS.
COORDINATE QUANTITY, LOCATIONS,
AND ELEVATIONS WITH CIVIL.
EXISTING DRAIN TILE
SHOWN FOR
REFERENCE ONLY
1. REFERENCE FLOOR ELEVATION IS 100'-0" (REFERENCE FLOOR ELEVATION 100'-0" = CIVIL ELEVATION 1402.25' VERIFY AND COORDINATE WITH CIVIL). TOP OF SLAB ON GRADE IS AT THE REFERENCE FLOOR ELEVATION UNLESS NOTED OTHERWISE.
2. 4" SLAB ON GRADE R/W 6x6-W2.9xW2.9 WWF PLACED AT MID-DEPTH OF SLAB, OVER 15 MIL. VAPOR BARRIER, AND 4" MIN.
STRUCTURAL FILL.
4. (XX'-XX") INDICATES TOP OF FOOTING ELEVATION. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SUBGRADE OR
STRUCTURAL FILL.
5. SF X-X INDICATES STRIP FOOTING. SEE SCHEDULE ON S101 AND DETAILS.
6. FOOTINGS ARE CENTERED ON WALL OR PIER UNLESS NOTED OTHERWISE.
7. COORDINATE WITH CIVIL AND MECHANICAL DRAWINGS FOR UNDER-SLAB UTILITIES AND FOUNDATION PENETRATION
LOCATIONS. SEE 6/S501 AND 7/S501 FOR TYPICAL FOUNDATION WALL PENETRATION DETAIL.
8. S-S DENOTES STEPPED FOOTING. SEE DETAIL 3/S501.
9. FOOTING SIZES AND TOP OF FOOTING ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. ANY NEW WORK ADJACENT TO THE EXISTING STRUCTURAL COMPONENTS SHALL BE FIELD VERIFIED AND PROTECTED DURING EXCAVATION
AND CONSTRUCTION OF ALL NEW BUILDINGS AND STRUCTURES.
FOOTING SCHEDULE
MARK SIZE REINFORCING
SF 1-4 (2) #5 CONT.
REMARKS
SEE DETAIL 1/S5011'-4"X1'-0" X CONT.
SF 2-0 2'-0"X1'-0" X CONT. SEE DETAIL 1/S501(2) #5 CONT.
STRIP FOOTINGS
*SEE PLANS FOR FOOTING LOCATIONS.
SF-X
SF 7-4 7'-4"X1'-4" X CONT. SEE DETAIL 5/S302(6) #5 X CONT. T & B
#6 HORIZ. @ 1'-0" T & B
FILE:
DRAWN BY:
CHECKED BY:
PROJ. NO:
DRAWING NO:
DRAWING TITLE:
PROJECT NAME:
I HEREBY CERTIFY that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota.
Signature:
Typed or Printed Name:
Date: Reg. No.:
THIS SQUARE APPEARS 1/2"x1/2"
ON FULL SIZE SHEETS
CLIENT:
DULUTH, MINNESOTA
148th FIGHTER WING
MINNESOTA AIR
NATIONAL GUARD
ATFP REPAIR ENTRY
CONTROL POINTS
XXX
FMKM 152015
COPYRIGHT 2021 BY LHB, INC. ALL RIGHTS RESERVED.
NO DATE ISSUED FOR
21 W. Superior St., Ste 500 | Duluth, MN 55802 | 218.727.8446
1 05/13/2021 TYPE B3 FINAL SUBMITTAL
B
IM
/1
M n A
N G
-A T
F P
R e p a ir E n tr y C o n tr o l P o in ts /1
M n A
N G
R e p a ir E n tr y C o n tr o l S
.r v t
/2
/2
:0
:0
A
M
S101
JENNIFER M. BABCOCK
4076805/13/2021
MAS
JMB
190273
FOUNDATION PLAN
1/4" = 1'-0"1 FOUNDATION PLAN
NORTH
NO DATE REVISION
1 08/24/2022 ADDENDUM 03
1 1
SEE PLAN FOR FOOTING
2 X H
M
A X
H
M
IN
C L R
S E
E P
L A
N t
PVC SLEEVE
1/2" MIN. FLEXIBLE
SEALANT ALL AROUND
SEE MECH/ELEC/CIVIL
FOR SIZE & LOCATION
SLAB ON GRADE (SEE PLAN)
8" CONC.
FND WALL .
2X6 X CONT. TREATED WD PL
W/ 1/2" DIA ANCHOR BOLTS @
32" O.C. (SEE DETAIL 1/S001
FOR TYP. ANCHOR ROD)
SCHEDULE
SEE
SEE SCHEDULE
DOWELS TO MATCH
SIZE & SPACING OF
VERT. REINF. W/STD.
HOOK
#4 HORIZ. @
1'-0" O.C.
#4 VERTS @
1'-4" O.C.
EXT. SHEATHING
(SEE NOTES)
2X6 WD STUDS
@ 1'-4" O.C. (TYP.)
1/2" EXPANSION JOINT MATERIAL
W/ BACKER ROD, CAULK, & SEALANT
STRUCTURAL
FILL
T/SLAB
SEE PLAN
T/FTG
SEE PLAN
S C
H E
D
S E
E
3" CLR.
SAWCUT OR TOOLED JOINT
4" 4"
5 1/2"1 1/4" 1 1/4"
GRID
SEE GEOTECHNICAL
REPORT FOR FOOTING
SUBGRADE PREPARATION
T/SLAB
SEE PLAN
T/FTG
SEE PLAN
SLAB ON GRADE
(SEE PLAN)
8" CONC.
FND WALL .
2x6 x CONT. TREATED WD PL
W/ 1/2" DIA ANCHOR BOLTS @
32" O.C. (SEE DETAIL 1/S001
FOR TYP. ANCHOR ROD)
SCHEDULE
SEE
GRID
5 1/2"
SEE SCHEDULE
DOWELS TO MATCH
SIZE & SPACING OF
VERT. REINF. W/STD.
HOOK
#4 HORIZ. @
1'-0" O.C.
#4 VERTS @
1'-4" O.C.
EXTERIOR
SHEATHING
(SEE NOTES)
2x6 WD STUDS
@ 1'-4" O.C. (TYP.)
U.N.O.
1/2" EXPANSION
JOINT MATERIAL
W/ BACKER ROD,
CAULK, & SEALANT
S C
H E
D
S E
E
1/2" NOMINAL
STRUCTRUAL
FILL (SEE PLAN)
RIGID INSUL.
(SEE ARCH)E
X
IS
T F
IL
L
R E
M O
V E
R
E P
L A
C E
S E
E G
E O
T E
C H
R E
P O
R T
SEE GEOTECHNICAL
REPORT FOR FOOTING
SUBGRADE PREPARATION
3" CLR
VAPOR
BARRIER
GRID
GRID
1' - 2" 1' - 2"
2' - 4"
(12) #6 VERTS
#4 TIES @
1'-0" O.C.
FOOTING
SLEEVE TO BE 4"
LARGER THAN PIPE
PIPE
FDN. WALL
PIPE
PIPE PERPENDICULAR
TO FOOTING
F T
G
M A
X
.3
.0
D + 1'-6"
STEP FOOTING TO ALLOW
PIPES TO PASS THROUGH
WALL IN THIS AREA
D
NOTES:
1. FOR PIPES 3'-0" OR LESS BELOW FTG PROVIDE
SLEEVE AND CONCRETE AS SHOWN.
2. FOR PIPES MORE THAN 3'-0" BELOW FTG BUT LESS
THAN 8'-0" USE STEPPED FTG DETAIL TO GET WITHIN
3'-0" MAX.
3. FOR PIPES DEEPER THAN 8'-0" BELOW FOOTING CONC.
FILL NOT REQ'D, PROVIDE TRENCH COMPACTED PER
SPEC REQUIREMENTS.
4. WRAP PIPE AT WALL/FOOTING PENETRATION
W/COMPRESSIBLE MATERIAL THAT IS RATED FOR BELOW
GRADE USE SUCH AS BACKER ROD WITH ELASTOMERIC
JOINT SEALANT OR ASPHALT IMPREGNATED EXPANSION
JOINT MATERIAL. FOR MULTIPLE PIPES/CONDUIT, DETAIL
APPLIES TO PERIMETER OF GROUP. FOR CONCRETE DUCT
BANK, ENSURE THE HOLE IS 2 INCHES LARGER ON ALL SIDES
AND WRAP PERIMETER OF DUCT BANK. FOR 33 INCH OPENING
AND 2 FEET OF CONCRETE ABOVE OPENING PROVIDE
(3) #5 BARS LONGITUDINAL ALONG THE WALL LENGTH AND
EVENLY SPACED APART. BARS SHALL BE 3 INCHES ABOVE
OPENING AND EXTENDING 24 INCHES BEYOND EITHER
SIDE OF THE OPENING FOR DEVELOPMENT LENGTH.
5. AT CONTRACTORS OPTION, FILL PIPING TRENCH BELOW
FOOTING W/ LEAN CONCRETE (MIN. 1000 PSI COMPRESSIVE
STRENGTH. PROVIDE SLEEVE AND COMPRESSIBLE
MATERIAL AS NOTED ABOVE.
SECTION A-A
A
A
SLEEVE
DETAIL
NOT
USED
FILE:
DRAWN BY:
CHECKED BY:
PROJ. NO:
DRAWING NO:
DRAWING TITLE:
PROJECT NAME:
I HEREBY CERTIFY that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota.
Signature:
Typed or Printed Name:
Date: Reg. No.:
THIS SQUARE APPEARS 1/2"x1/2"
ON FULL SIZE SHEETS
CLIENT:
DULUTH, MINNESOTA
148th FIGHTER WING
MINNESOTA AIR
NATIONAL GUARD
ATFP REPAIR ENTRY
CONTROL POINTS
XXX
FMKM 152015
COPYRIGHT 2021 BY LHB, INC. ALL RIGHTS RESERVED.
NO DATE ISSUED FOR
21 W. Superior St., Ste 500 | Duluth, MN 55802 | 218.727.8446
1 05/13/2021 TYPE B3 FINAL SUBMITTAL
B
IM
/1
M n A
N G
-A T
F P
R e p a ir E n tr y C o n tr o l P o in ts /1
M n A
N G
R e p a ir E n tr y C o n tr o l S
.r v t
/2
/2
:0
:0
A
M
S501
JENNIFER M. BABCOCK
4076805/13/2021
MAS
JMB
190273
FOUNDATION DETAILS
1/2" = 1'-0"3 TYPICAL STEPPED WALL FOOTING
1 1/2" = 1'-0"4 FND PENETRATION
3/4" = 1'-0"2 INTERIOR FTG. @ 2x6 WALL
3/4" = 1'-0"1 EXTERIOR FOOTING @ 2X6 WALL
1" = 1'-0"5 P-1 PIER DETAIL
3/4" = 1'-0"6 FOOTING PERPENDICULAR TO PIPE
3/4" = 1'-0"7 FENCE PIER DETAIL
NO DATE REVISION
1 08/24/2022 ADDENDUM 03
| ADD 03 Narratvie |
| Addendum No. 03, August 24, 2022 |
| Drawings |
| Changes to Prior Addenda |
| Questions and Answers |
| General None |
| Changes to Specifications None |
| Product Approvals |
| Changes to Drawings |
END OF ADDENDUM NO. 03
| Civil Addendum 03 Drawings |
| C100 (B211 Parking & Alert Access)-C130 |
| C130 |
| C200 (Main Gate)-C210 |
| C210 |
| C300 (Gate 4)-C300 |
| C300 |
| C400 (Towway Access)-C400 |
| C400 |
| 190273 MnANG Repair Entry Control Struct_ADD 03 |
| Sheets |
| S101 - FOUNDATION PLAN |
| S501 - FOUNDATION DETAILS |
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