Atlantic City ANGB ECF Addendum 01.pdf
PDF 2 MB Posted
- Attached to
- Installation Entry Control (Main Gate) Facility Federal contract opportunity
- Solicitation number
- W50S8F25RA010
- Issued by
- Department of the Army National Guard
About this file
This document is an Addendum (No. 1) for the Atlantic City Air National Guard (ANGB) Installation Entry Control Facility project, dated May 9, 2025. The addendum provides updates to multiple technical drawings (CG402, CS171, CS172, CS173, CS201, CS202, L101, and S-511) and specifies changes including modifications to bid options, key note adjustments, drawing detail revisions, and the addition of a Door Hardware Schedule to section 087100. A Bulletin 20-01 regarding Active Vehicle Barrier (AVB) Safety Schemes is also included with the addendum.
The addendum impacts several aspects of the project documentation, such as updating bid option descriptions, removing and adding key notes on various drawings, changing detail references, and adding specific signage and marking requirements. The changes appear to refine technical specifications and provide clarity on construction and installation details for the entry control facility. Bidders are instructed that failure to acknowledge this addendum in their proposal will result in bid rejection, emphasizing the importance of reviewing and incorporating these modifications into their submission.
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Text version
Atlantic City ANGB ECF Addendum 01 cover Page 1 of 2
Project name: Entry Control Facility Client: Atlantic City ANGB, NJ ANG
Project location: Atlantic City ANGB, NJ Client representative: Maj Natalia Rojas
Project number: AQRC169009 Date: May 9, 2025
TO ALL BIDDERS: You are requested to make all changes and/or additions contained in this Addendum to the Bidding Documents. Failure to acknowledge this Addendum in Proposal shall result in rejection of bid.
I. DRAWINGS (All drawing updates are attached as full sheets.)
A. Drawing CG402:
1. Updated the BID OPTION notation to be Key Notes 10 and 11, not 14 and 15.
2. Updated Bid Option 3 description.
B. Drawing CS171:
1. Removed Key Note 17.
2. Added Key Notes 27 & 28.
C. Drawing CS172:
1. Added and updated Key Note callouts on the plan.
2. Removed Key Note 17.
3. Added Key Notes 27 & 28.
D. Drawing CS173:
1. Removed Key Note 17.
2. Added Key Notes 27 & 28.
E. Drawing CS201:
1. Deleted detail 5.
2. Updated note 3 on detail 10 to reference detail 3, not 5.
F. Drawing CS202:
1. Changed detail 5 to be detail 3.
2. Added detail 7 Inspection Lane Informational Sign.
G. Drawing L101:
1. Removed the Bid Option 3 callout at the AVB.
Addendum No. 1
Atlantic City ANGB ECF Addendum 01 cover Page 2 of 2
H. Drawing S-511:
1. Keyed Note 3.201: Replace detail callout 8/S-522 with 1/S-502.
II. SPECIFICATIONS
A. Add the following to the end of section 087100:
1. Door Hardware Schedule.
III. OTHER
A. Bulletin 20-01 – Active Vehicle Barrier (AVB) Safety Schemes is provided.
END OF ADDENDUM
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COMMCOMMCOMMCOMMCOMMCOMMCOMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
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xxxx x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
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BID OPTION 1
BID OPTION 2
PROPOSED GUARDHOUSE
BARRIER WALLS
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BASE BOUNDARY
EXISTING GUARDHOUSE
200.0'
12.5:1 TAPER
3.
0'
25.0' 25.0'
9 13
9 13
.0
SECURE PERIMETER FIENCE
SECURE PERIMETER FENCE
200.0'
1-19
1-20
2-1
2-2
2-6 2-7
2-8
2-9 2-10 2-11
2-12
2-13
2-14
2-15
2-16 2-17
2-18
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2-69
2-70
2-71 2-72
2-73 2-74
3-2
3-3
187+00
188+00189+00190+00191+00192+00
SECURE PERIMETER FIENCE
BARRIER WALL
2-86
2-88
2-78 2-87
2-77
.0
10+0011+0012+0013+00
PO
B:
0+
.0
02-3
2-4
2-5
2-76
2-75
2-81 2-83
2-79
2-80 2-84
SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
SHEET NO.
© Copyright 2024 Mead & Hunt, Inc.
This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.
2440 Deming Way Middleton, WI 53562 phone: 608-273-6380 meadhunt.com
ANG NO: AQRC169009
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11/01/2024 TYPE B3 FINAL
CG402
CIVIL SITE PLAN
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3+
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110+25 CG113
BID OPTION 1
CONSTRUCTION OF FULL DEPTH PAVEMENTS STRUCTURE FOR THE NORTHBOUND
RIGHT TURN LANE AND NORTHBOUND ACCELERATION LANE.
BID OPTION 2
BASE BID INCLUDES REHABILITATION OF THE EXISTING PAVEMENT STRUCTURE
WITHIN THE EXISTING FACILITY LIMITS. THE BASE BID INCLUDES MILLING 2 INCHES OF
EXISTING ASPHALTIC PAVEMENT AND OVERLAYING THE REMAINING PAVEMENT WITH
2 INCHES OF ASPHALTIC PAVEMENT. BID OPTION 2 INCLUDES RECONSTRUCTING THE
EXISTING PAVEMENT SECTION BY REMOVING THE PAVEMENT AND BASE
AGGREGATE. THE RECONSTRUCTED SECTION IS DETAILED ON SHEET CP301.
EXISTING CURB AND GUTTER WILL NOT BE REMOVED. FINISHED GRADES WILL NOT
BE ALTERED.
BID OPTION 3
TWO VERTICAL RAISING MANUAL BARRIERS AT FRONT OF CVI LANES. FIVE VERTICAL
RAISING MANUAL BARRIERS TO CLOSE LANES WHEN NOT IN USE. VERTICAL RAISING
MANUAL BARRIERS LOCATED AT CVI, POV AND OUTBOUND LANES.
BID OPTION 4
INSTALLATION IDENTIFICATION SIGN TO MATCH THE REQUIREMENTS OF UFC 3-120-01.
SIDEWALK
SEE SHEETS CG422
SIDEWALK RAMP
SEE SHEETS CG422
RIBBON GUTTER
SEE SHEETS CG422
CURB
SEE SHEETS CG422
IN-GROUND TRAFFIC SPIKES
SEE SHEETS CG408 - CG410
CABLE BARRIER FENCE
SEE SHEETS CS516 - CS519
DROP ARM, 12'
SEE SHEETS CG407
DROP ARM, 10'
SEE SHEETS CG407
SECURITY FENCE, BLACK PVC COATED FABRIC, H=10'-0"
SEE SHEETS CS511 - CS512
MATCH EXISTING CURB
PIPE BOLLARD
SEE SHEETS CG407
CONCRETE FILLED BOLLARDS
SEE SHEETS CG407
AVB, 24 FT
SEE SHEETS CG407 - CG422
KEY NOTES
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SHELTER, SEE SHEET A-113
BID OPTION 3
05/09/2025 ADDENDUM 11
204+00
199+00200+00201+00202+00203+00
STA 202+96.88
R 7.72
STA 203+89.66
R 4.93
STA 203+35.61
L -15.85
STA 202+40.35
L -3.70
SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
SHEET NO.
© Copyright 2024 Mead & Hunt, Inc.
This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.
2440 Deming Way Middleton, WI 53562 phone: 608-273-6380 meadhunt.com
ANG NO: AQRC169009
AQ
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11/01/2024 TYPE B3 FINAL
CS171
MARKING AND
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KEY NOTES
1 BROKEN WHITE LINE MARKING, SEE DETAIL 9/CS205
SOLID WHITE LINE MARKING, SEE DETAIL 8/CS205
CROSS WALK MARKING, SEE DETAIL 6/CS205
PARKING STALL MARKING, 4" WHITE
7 DIAGONAL CROSSHATCH MARKING, SEE DETAIL 3/CS205
"SPEED LIMIT 15 MPH" SIGN ON POST, SEE DETAIL 9/CS201
"DO NOT ENTER" SIGN, SEE DETAIL 6/CS20113
"STOP HERE ON RED" SIGN ON POST, SEE DETAIL 7/CS201
"BARRIER ACTIVATED WHEN FLASHING" SIGN ON POST,
SEE DETAIL 1/CS201
PAVEMENT LANE DIRECTION MARKING, DIRECTION AS SHOWN,
SEE DETAIL 5/CS203
"CAR EXIT BEFORE INSPECTION" SIGN ON POST,
SEE DETAIL 1/CS202
STOP BAR MARKING, SEE DETAIL 10/CS205
SOLID YELLOW LINE MARKING, SEE DETAIL 7/CS2053
INSPECTION LANE INFORMATIONAL SIGN,
SEE DETAIL 7/CS202
STOP SIGN, SEE DETAIL 2/CS202
CHEVRON MARKING, SEE DETAIL 1/CS205
18 INSTALLATION ID SIGN, SEE DETAIL 4/CS201
19 CENTERLINE MARKING, SEE DETAIL 4/CS205
20 AUTHORIZED VEHICLES ONLY SIGN, SEE DETAIL 8/CS202
DO NOT BACK UP SIGN, SEE DETAIL 4/CS202
SEVERE TIRE DAMAGE SIGN, SEE DETAIL 5/CS202
23 SYMBOLS, SEE DETAIL 11/CS205
24 LEFT LANE MUST TURN LEFT SIGN, SEE DETAIL 3/CS202
25 STOP SIGN, SEE DETAIL 9/CS202
NOTE:
INSTALL RAISED PAVEMENT MARKERS (RPM) ON MEDIAN
AND TURN LANES PER CS206
26 SOLID BLUE LINE MARKING, SEE DETAIL 12/CS205
27 BASE WARNING SIGN AT ENTRY, SEE DETAIL 10/CS201
28 BASE WARNING SIGN ALONG PERIMETER FENCE, SEE DETAIL 11/CS201
BEGIN MICRO-SURFACING
APPLY TO WIDTH OF
EXISTING ROADWAY
05/09/2025 ADDENDUM 11
0+
1+
2+
103+00 104+00 105+00
106+00
107+00
108+00
9+
0+
1+
2+
3+ x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xx xx x x x x x x x xx x xx x x x x xx x xx x xxxxxx xxx xxx xxx xxx xxx xxx xxxxxxxxxxxxxxxxxx xxx xxx xxx xxx xxx xxx
BID OPTION 1
BID OPTION 1
BID OPTION 2
STA 100+17.61
0.00
STA 101+50.58
R 6.00
STA 101+50.58
R 18.00
STA 101+77.77
R 23.75
STA 103+22.60
R 31.69
STA 103+49.09
L -13.76
STA 103+48.52
R 34.00
STA 103+48.52
R 12.34
STA 103+50.68
R 52.75
STA 101+49.64
R 24.00
STA 105+58.17
L -5.89
STA 105+77.80
R 24.81 STA 108+42.66
L 0.00
STA 112+34.83
L -0.22
STA 111+61.80
R 2.50
STA 100+17.61
R 12.00
STA 101+82.29
R 32.52
STA 101+71.45
R 41.28
STA 101+62.48
0.00 STA 105+18.52
R 65.00
STA 105+32.53
L -18.13
STA 103+50.59
L -13.76
STA 103+88.02
L -11.63
STA 105+54.44
L -33.23
187+00 188+00189+00190+00191+00192+00193+00194+00195+00196+00197+00198+00
STA 113+37.75
L 0.00
R
.0 0'
R102.00'R124.00'R78.00'
R81.00' R100.00'
R113.00'
R 113.00'
R
4.
R1
.0 0'
R
.0 0'
STA 105+06.01
L -48.00
R90.00'
STA 100+63.46
R 50.56
STA 103+17.46
R 12.00
R74.75' R
110.00'
ONLYONLYONLY
xxx xxx xxx
R 100.00'
R 125.00'
STA 196+10.34
L -4.93
STA 195+37.45
L -5.55
STA 194+58.06
L -5.80
STA 194+40.00
L -8.05
STA 193+89.95
R 4.27
STA 193+49.46
L -7.67
STA 194+39.98
R 3.95
STA 191+75.40
R 16.34
STA 194+72.20
R 55.27
STA 187+38.63
R 14.24
STA 188+49.73
R 15.83
SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
SHEET NO.
© Copyright 2024 Mead & Hunt, Inc.
This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.
2440 Deming Way Middleton, WI 53562 phone: 608-273-6380 meadhunt.com
ANG NO: AQRC169009
AQ
R
C
AT
LA
N
TI
C C
IT
Y, N J
11/01/2024 TYPE B3 FINAL
CS172
MARKING AND
SIGNAGE PLAN
SAH
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JAK
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4498700-170096.01
NOVEMBER 1, 2024
00 40 80
TILTON RD
BASE BOUNDARY
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21 22
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3 1
KEY NOTES
1 BROKEN WHITE LINE MARKING, SEE DETAIL 9/CS205
SOLID WHITE LINE MARKING, SEE DETAIL 8/CS205
CROSS WALK MARKING, SEE DETAIL 6/CS205
PARKING STALL MARKING, 4" WHITE
7 DIAGONAL CROSSHATCH MARKING, SEE DETAIL 3/CS205
"SPEED LIMIT 15 MPH" SIGN ON POST, SEE DETAIL 9/CS201
"DO NOT ENTER" SIGN, SEE DETAIL 6/CS20113
"STOP HERE ON RED" SIGN ON POST, SEE DETAIL 7/CS201
"BARRIER ACTIVATED WHEN FLASHING" SIGN ON POST,
SEE DETAIL 1/CS201
PAVEMENT LANE DIRECTION MARKING, DIRECTION AS SHOWN,
SEE DETAIL 5/CS203
"CAR EXIT BEFORE INSPECTION" SIGN ON POST,
SEE DETAIL 1/CS202
STOP BAR MARKING, SEE DETAIL 10/CS205
SOLID YELLOW LINE MARKING, SEE DETAIL 7/CS2053
INSPECTION LANE INFORMATIONAL SIGN,
SEE DETAIL 7/CS202
STOP SIGN, SEE DETAIL 2/CS202
CHEVRON MARKING, SEE DETAIL 1/CS205
18 INSTALLATION ID SIGN, SEE DETAIL 4/CS201
19 CENTERLINE MARKING, SEE DETAIL 4/CS205
20 AUTHORIZED VEHICLES ONLY SIGN, SEE DETAIL 8/CS202
DO NOT BACK UP SIGN, SEE DETAIL 4/CS202
SEVERE TIRE DAMAGE SIGN, SEE DETAIL 5/CS202
23 SYMBOLS, SEE DETAIL 11/CS205
24 LEFT LANE MUST TURN LEFT SIGN, SEE DETAIL 3/CS202
25 STOP SIGN, SEE DETAIL 9/CS202
NOTE:
INSTALL RAISED PAVEMENT MARKERS (RPM) ON MEDIAN
AND TURN LANES PER CS206
26 SOLID BLUE LINE MARKING, SEE DETAIL 12/CS205
27 BASE WARNING SIGN AT ENTRY, SEE DETAIL 10/CS201
28 BASE WARNING SIGN ALONG PERIMETER FENCE, SEE DETAIL 11/CS201
23 23
8"
28 28 28
05/09/2025 ADDENDUM 1
1 1
184+98.47
185+00
186+00
187+00
SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
SHEET NO.
© Copyright 2024 Mead & Hunt, Inc.
This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.
2440 Deming Way Middleton, WI 53562 phone: 608-273-6380 meadhunt.com
ANG NO: AQRC169009
AQ
R
C
AT
LA
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Y, N J
11/01/2024 TYPE B3 FINAL
CS173
MARKING AND
SIGNAGE PLAN
SAH
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JAK
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4498700-170096.01
NOVEMBER 1, 2024
00 40 80
AT
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Y
C O
N
TR
O L
FA
C
IL
IT
Y
SE
E
SH
EE
T C
S1
TILTON RD
KEY NOTES
1 BROKEN WHITE LINE MARKING, SEE DETAIL 9/CS205
SOLID WHITE LINE MARKING, SEE DETAIL 8/CS205
CROSS WALK MARKING, SEE DETAIL 6/CS205
PARKING STALL MARKING, 4" WHITE
7 DIAGONAL CROSSHATCH MARKING, SEE DETAIL 3/CS205
"SPEED LIMIT 15 MPH" SIGN ON POST, SEE DETAIL 9/CS201
"DO NOT ENTER" SIGN, SEE DETAIL 6/CS20113
"STOP HERE ON RED" SIGN ON POST, SEE DETAIL 7/CS201
"BARRIER ACTIVATED WHEN FLASHING" SIGN ON POST,
SEE DETAIL 1/CS201
PAVEMENT LANE DIRECTION MARKING, DIRECTION AS SHOWN,
SEE DETAIL 5/CS203
"CAR EXIT BEFORE INSPECTION" SIGN ON POST,
SEE DETAIL 1/CS202
STOP BAR MARKING, SEE DETAIL 10/CS205
SOLID YELLOW LINE MARKING, SEE DETAIL 7/CS2053
INSPECTION LANE INFORMATIONAL SIGN,
SEE DETAIL 7/CS202
STOP SIGN, SEE DETAIL 2/CS202
CHEVRON MARKING, SEE DETAIL 1/CS205
18 INSTALLATION ID SIGN, SEE DETAIL 4/CS201
19 CENTERLINE MARKING, SEE DETAIL 4/CS205
20 AUTHORIZED VEHICLES ONLY SIGN, SEE DETAIL 8/CS202
DO NOT BACK UP SIGN, SEE DETAIL 4/CS202
SEVERE TIRE DAMAGE SIGN, SEE DETAIL 5/CS202
23 SYMBOLS, SEE DETAIL 11/CS205
24 LEFT LANE MUST TURN LEFT SIGN, SEE DETAIL 3/CS202
25 STOP SIGN, SEE DETAIL 9/CS202
NOTE:
INSTALL RAISED PAVEMENT MARKERS (RPM) ON MEDIAN
AND TURN LANES PER CS206
26 SOLID BLUE LINE MARKING, SEE DETAIL 12/CS205
27 BASE WARNING SIGN AT ENTRY, SEE DETAIL 10/CS201
28 BASE WARNING SIGN ALONG PERIMETER FENCE, SEE DETAIL 11/CS201
END
MICRO-SURFACING
APPLY TO WITH OF
EXISTING ROADWAY
SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
SHEET NO.
© Copyright 2024 Mead & Hunt, Inc.
This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.
2440 Deming Way Middleton, WI 53562 phone: 608-273-6380 meadhunt.com
ANG NO: AQRC169009
AQ
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AT
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11/01/2024 TYPE B3 FINAL
CS201
SIGNAGE DETAILS
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NTS10 BASE WARNING SIGN AT ENTRY
NTS11
BASE WARNING SIGN
ALONG PERIMETER FENCE
WARNING
U.S. Air Force Installation
It is unlawful to enter this area without permission of the installation commander.
Sec. 21, Internal Security Act of 1950; 50 u.s. c. 797 While on this installation all personnel and the property under their control are subject to search
3' -6
2'
-6
3'-0"
WARNING
U.S. Air Force Installation
It is unlawful to enter this area without permission of the installation commander.
Sec. 21, Internal Security Act of 1950; 50 u.s. c. 797 While on this installation all personnel and the property under their control are subject to search
1' -0
6"
1' -6
1'-6"
1'-4"
NOTE:
1. COLORS -
· WARNING: STANDARD RED LETTERS ON WHITE BACKGROUND .
· HEADING: TEXT AND CITATION - BLACK LETTERS ON WHITE BACKGROUND.
2. TYPOGRAPHY -
· WARNING: UPPER CASE HELVETICA MEDIUM, 5" CAPITAL LETTER HEIGHT, CENTERED.
· HEADING: UPPER AND LOWER CASE HELVETICA MEDIUM, 5" CAPITAL LETTER HEIGHT,
CENTERED.
· TEXT: UPPER AND LOWER CASE HELVETICA MEDIUM, 1" CAPITAL LETTER HEIGHT,
FLUSH LEFT. THE TEXT AREA WILL ACCOMMODATE EIGHT LINES, WITH A MAXIMUM OF
44 TILES OR CHARACTERS PER LINE.
· CITATION: UPPER AND LOWER CASE HELVETICA MEDIUM 34" CAPITAL LETTER HEIGHT,
FLUSH LINE.
3. PROVIDE FOUNDATIONS FOR POSTS PER DETAIL 3, THIS SHEET.
NOTE:
1. COLORS -
· WARNING AND "USE OF DEADLY FORCE AUTHORIZED" :
STANDARD RED LETTERS ON WHITE BACKGROUND.
· HEADING: TEXT AND U.S. CODE CITATION: BLACK LETTERS
ON WHITE BACKGROUND.
Use of deadly force authorized
2. TYPOGRAPHY -
· WARNING: UPPER CASE HELVETICA MEDIUM, 2 12" CAPITAL
LETTER HEIGHT, CENTERED.
· HEADING: UPPER AND LOWER CASE HELVETICA MEDIUM, 1"
CAPITAL LETTER HEIGHT, FLUSH LEFT. THE HEADING LINE
WILL ACCOMMODATE A MAXIMUM OF 25 TILES OR
CHARACTERS.
· TEXT: UPPER AND LOWER CASE HELVETICA MEDIUM, 12"
CAPITAL LETTER HEIGHT, FLUSH LEFT. THE TEXT WILL
ACCOMMODATE EIGHT LINES, WITH A MAXIMUM OF 44 TILES
OR CHARACTERS PER LINE.
· CITATION: UPPER AND LOWER CASE HELVETICA MEDIUM 38"
CAPITAL LETTER HEIGHT, FLUSH LEFT.
2" DIA GALV
STEEL SIGN
POSTS
7' M
IN
2'
MIN
EDGE OF PAVEMENT
NTS2 SIGN DISTANCE FROM PAVEMENT
ALUMINUM SIGN
(SIZES VARY)
2" DIA GALVANIZED STEEL
SIGN POST
SLOPED TOP
FINISHED GRADE
STEEL PIPE SLEEVE
12" DIA CONCRETE BASE
3" -0
7'
M
IN
NTS3 SIGNAGE POST FOR BARRIER SIGNS
SIGN EDGE
FASTENERS PER
SPECIFICATIONS
DO NOT
ENTER
MUTCD R5-1
SIZE 36"X36"
COLOR:
BORDER & LEGEND - WHITE
CIRCLE SYMBOL - RED
MUTCD R2-1 SIZE 24"X30"
COLOR:
BORDER & TEXT - BLACK
BACKGROUND - WHITE
SPEED
LIMIT
W16-2
"140 FEET"
(24"X18")
"BARRIER ACTIVATED
WHEN FLASHING"
W3-3b (30"x30")
"STOP HERE
ON RED"
R10-6A (24"X30")
STOP
HERE
ON
RED
12" R/R/Y
BARRIER SIGNAL
"STOP HERE
ON RED"
R10-6A (24"X30")
STOP
HERE
ON
RED
"BARRIER SIGNAL"
(36"X24")
NTS1 140 FEET BARRIER FLASHING SIGN
NTS6 DO NOT ENTER SIGN
NTS7 STOP HERE ON RED SIGN
NTS8 BARRIER SIGNAL SIGN
NTS9 SPEED LIMIT SIGN
NTS4 PRIMARY INSTALLATION AND GATE IDENTIFICATION SIGN
NOTE:
1. SEE UFC 3-120-01 SECTION 3-2 FOR SIGN FABRICATION INFORMATION.
14'-0" 12'-8" 8"8"
'-0
7'
-1 0"
1' -1
1"
SIGN CABINET PAINTED
TO MATCH "BRUSHED
ALUMINUM"
PLAN VIEW
SIDE VIEW
1'-9" 1'-3"
SIGN FACE PAINTED TO
MATCH "DARK BRONZE" OR
INSTALLATION SPECIFIC COLOR
SERVICE BRANCH
LOGO AND SEAL
BRUSHED ALUMINUM TEXT
PAINTED ACCENT STRIPES TO
MATCH BRUSHED ALUMINUM
AND SERVICE BRANCH
SECONDARY COLOR
6" HIGH OPTIONAL GATE
IDENTIFICATION
BID OPTION 4
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GRADE
AUTHORIZED
VEHICLES
ONLY
STOP
FOR VEHICLE
INSPECTION
STANDARD STOP
SIGN CONSTRUCTION
(30"x 30")
STEEL TUBE
POST PER CS204
1' -0
GRADE
6' -0
" N
TS
" m in
1'-6"
3' -0
" N
TS
6' -0
" N
TS
2" DIAMETER
GALVANIZED POST PER CS204
DOT STD.
PAINTED METAL
SIGN
1'-0"
1' -6
SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
SHEET NO.
© Copyright 2024 Mead & Hunt, Inc.
This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.
2440 Deming Way Middleton, WI 53562 phone: 608-273-6380 meadhunt.com
ANG NO: AQRC169009
AQ
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CS202
SIGNAGE DETAILS
SAH
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4498700-170096.01
NOVEMBER 1, 2024
NTS1 EXIT BEFORE INSPECTION SIGN
CAR
EXIT
BEFORE
INSPECTION
3'-0"
1'-4"
3' -0
8"
COLOR:
BORDER & TEXT - BLACK
BACKGROUND - WHITE
NTS2 STOP SIGN WITH INSPECTION SIGN
NTS8 AUTHORIZED VEHICLES ONLY SIGN
MUTCD R5-30-TEA
SIZE 30"X30"
COLOR:
BORDER & TEXT - BLACK
BACKGROUND - WHITE
MUTCD R5-29P-TEA
SIZE 30"X24"
COLOR:
BORDER & TEXT - WHITE
BACKGROUND - RED
DO NOT
BACK UP
ONE-WAY
TIRE TREADLE
NTS5 SEVERE TIRE DAMAGE
NTS4 DO NOT BACK UP SIGN
SEVERE
TIRE
DAMAGE
AT
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FA
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STOP
NTS9 STOP SIGN
MUTCD R1-1
SIZE 36"X36"
COLOR:
BORDER & TEXT - WHITE
BACKGROUND - RED
M U S T
LEFT LANE
TURN LEFT
M U S T
LEFT LANE
TURN LEFT
MUTCD R3-7L
SIZE 36"X36"
NTS3 LEFT LANE MUST TURN LEFT
05/09/2025 ADDENDUM 1
Cars Small Trucks
Large Commerical Delivery Trucks
WHITE ON BROWN (4) 1'X6', 24 SF
PROVIDE FOUNDATIONS FOR
POSTS PER DETAIL 5/CS201
NTS7 INSPECTION LANE INFORMATIONAL SIGN
x x x x x x x x
T
T
T
T
T
T
T xx xx x x x x x x x x x x x x x x x x x x x xx x x x x x x x x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x x x xxxxxxxx
0+
1+
2+
103+00 104+00 105+00
106+00
107+00
108+00
9+
0+
1+
2+
3+
LEGEND
PAVEMENT / IMPERVIOUS
EROSION MAT, FERTILIZING AND SEEDING, TYPE D
GRADING LIMITS
GRADING LIMITS
BASE BOUNDARY
xxx xxx xxx
BID OPTION 1
BID OPTION 1
BID OPTION 2
SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
SHEET NO.
© Copyright 2024 Mead & Hunt, Inc.
This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.
2440 Deming Way Middleton, WI 53562 phone: 608-273-6380 meadhunt.com
ANG NO: AQRC169009
AQ
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11/01/2024 TYPE B3 FINAL
L101
LANDSCAPING PLAN
SAH
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4498700-170096.01
NOVEMBER 1, 2024
00 40 80
TILTON RD
BID OPTION 4: NEW BASE SIGN, TO MATCH THE REQUIREMENTS FROM UFC 3-120-01
BID OPTION 4 BASE SIGN
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ADDITIONAL RESTORATION REQUIRED
ALONG FENCE AND AT DEADMEN, TYP. ADDITIONAL RESTORATION REQUIRED
ALONG SIDEWALK AND UTILITIES, TYP.
05/09/2025 ADDENDUM 1
1. SITE DATUM OF FINISHED FIRST FLOOR INDICATED ON CIVIL SITE PLAN
= ELEVATION 100'-0" ON STRUCTURAL DRAWINGS.
2. FIELD VERIFY ALL DIMENSIONS, BRING ANY DISCREPANCIES TO THE
ATTENTION OF THE COR FOR FINAL DECISION.
3. REFER TO SHEET S-001 FOR STRUCTURAL LEGENDS, ABBREVIATIONS,
AND SYMBOLOGY.
4. REFER TO SHEET S-511 FOR TYPICAL DETAILS NOT REFERENCED ON
THIS SHEET.
5. REFER TO DETAIL 9/S-511 FOR STRUCTURAL SLAB TYPES.
6. REFER TO SHEET S-601 FOR STRUCTURAL SCHEDULES.
7. FLOAT AND TROWEL FLOOR SLABS PER REQUIREMENTS OF ARCH.
FLOOR FINISH SYSTEM.
8. (2) DASHED LINES INDICATE (2) ADDITIONAL #4 BARS (5'-0"
LONG) DIAGONAL 6" FROM CORNER IN SLAB, 2" CLEAR FROM TOP OF
SLAB.
FLATWORK
PLAN GENERAL NOTES:
C1
C2
C3
CA CB CC
GA GB
G4
G3
G2
G1
SLB05
10'-7 3/4"
8" 3" 10'-1 3/4" 3" 8"
/4
/4
/2
/2
TSL
100'-0"
C J
C J
CJ CJ
CJCJ
CJ CJ
CJCJ
12'-0"
S-511
3.201
TSL
99'-11 7/8"
TSL
100'-4"
3'-5"
8 7/8"
S-501
SLB08
3.202
6'-0"
S-502
TSL
SEE CIVIL
S-511
TYP
C J
3.201
2440 Deming Way Middleton, WI 53562 phone: 608-273-6380 meadhunt.com
SHEET NO.:
SHEET CONTENTS
DO NOT SCALE DRAWINGS
© Copyright 2024 Mead & Hunt, Inc.
This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
ANG NO.: AQRC169009
A Q
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M A u to d e s k D o c s /1
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L L A
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C O
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A C
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S-111
GUARD HOUSE
FLATWORK PLAN
4498700-170096.01
LAH
DRM
NOVEMBER 1, 2024
JRW
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KEYED NOTES
3.201 EXTERIOR SLAB, SEE DETAIL 1/S-502. COORDINATE FINAL SIZE AND
LOCATION WITH EQUIPMENT SUPPLIER AND IN-FIELD CONDITIONS.
3.202 PRE-FABRICATED SHELTER ON STRUCTURAL SLAB. ANCHORAGE
DESIGN PROVIDED BY MANUFACTURER ACCORDING TO DESIGN
CRITERIA AND SPECIFICATIONS. SEE CIVIL FOR EXACT LOCATION
1/4" = 1'-0"1
GUARD HOUSE FLATWORK PLAN
1 05/09/2025 Addendum 1
PROJECT NO. AQRC169009 INSTALLATION ENTRY CONTROL FACILITY
CONTRACT NO. FA890321D005 ATLANTIC CITY ANGB, NJ
SECTION 08 71 00
HARDWARE SETS
HW SET: 1.0 – EXTERIOR – SINGLE SLIDING – BULLET RESISTANT DOOR (UL 752 - LEVEL III)
(DOORS 101-B, 101-C)
MANUFACTURERS STANDARD SLIDER HARDWARE
HW SET: 2.0 – EXTERIOR – SINGLE – BULLET RESISTANT DOOR (UL 752 - LEVEL III)
(DOORS 101-A)
1 CONTINUOUS HINGE A500 x D.H. x S.S.
1 EXIT DEVICE 99L x 626
1 CLOSER 4040XP – R x AL
1 KICK PLATE K1050 - 10" X D.W. – 1” x 630
1 STOP 441 x 626
1 THRESHOLD 425E x D.W.
1 DOOR BOTTOM 101VA x D.W.
1 WEATHERSTRIPPING 164V
1 OVERHEAD RAIN DRIP 16A x D.W. – 4”
HW SET: 3.0 – INTERIOR – SINGLE
(DOORS 102)
3 HINGES BB81 – 4.5” x 4.5” x 652
1 LOCKSET ML2057 – LWM x 626 – L/C
1 CYLINDER 1E74 x 626
TEMP CORE-7 PIN GMK 630
1 KICK PLATE K1050 - 10" X D.W. – 2” x 630
1 STOP 441 x 626
3 SILENCERS 608
| NJ ECF Addendum 1 |
| S-111 |
| S-111 - GUARD HOUSE FLATWORK PLAN |
| 087100 - Atlantic City Door Hardware Schedule |
| Bulletin 20-01 - Active Vehicle Barrier (AVB) Safety Schemes |
File details come from the government source that posted it. Updated .