W912DQ20R4027-0001 New Century AirCenter.pdf
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- Attached to
- Aircraft Parking Apron Replacement
- Solicitation number
- W912DQ20R4027
About this file
This solicitation is for an aircraft parking apron replacement project located at New Century Air Center in Olathe, Kansas. The scope of work includes replacing the aircraft parking apron with concrete pavement, crack repair and sealing of the personal operate vehicle parking area, installing new aircraft tie downs and grounding points, painting airfield markings and aircraft parking locations, installing a gate operator control circuit, and other related work. Proposals are due by September 21, 2020 and the contract will be awarded using a best value trade-off process. The Department of the Army Corps of Engineers Engineering District Kansas City will evaluate offerors based on the criteria in the solicitation and award the contract to the best overall proposal.
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471840
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15A. NAME AND TITLE OF SIGNER (Type or print)
30-105-04 EXCEPTION TO SF 30
APPROVED BY OIRM 11-84
STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA
FAR (48 CFR) 53.243
The purpose for this Amendment is to update proposal submision instructions and correct some drawings.
1. CONTRACT ID CODE PAGE OF PAGES
J 1 3
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY
16B. UNITED STATES OF AMERICA 15C. DATE SIGNED 15B. CONTRACTOR/OFFEROR
(Signature of Contracting Officer) (Signature of person authorized to sign)
8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X
W912DQ20R4027
X 9B. DATED (SEE ITEM 11)
21-Aug-2020
10B. DATED (SEE ITEM 13)
9A. AMENDMENT OF SOLICITATION NO.
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.
Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:
(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;
or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
12. ACCOUNTING AND APPROPRIATION DATA (If required)
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE
CONTRACT ORDER NO. IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority)
E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
10A. MOD. OF CONTRACT/ORDER NO.
U0001
2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)
6. ISSUED BY
3. EFFECTIVE DATE
15-Sep-2020
CODE 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODE CODE
EMAIL: TEL:
W912DQ20R4027
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
The following items are applicable to this modification:
Section SF30 Block 14 CONTINUATION PAGE
The solicitation is amended as follows:
Deleted text is shown with a strikethrough. Added text is shown with underline.
1. Section 00 21 16 - Instructions to Proposers is revised as follows:
Due to the COVID-19 Global Pandemic, the Government is taking precautions to ensure the safety and health of all Contractors and Government employees. Electronic proposals are REQUIRED. Mailed and hand-delivered proposals are NOT
ALLOWED. The Contractor is required to ensure that the proposal package is legible and completed. Bid guarantees shall be copied to where the seals are legible in the copy. If your firm intends to submit a proposal please contact Jay Denker at
Jay.B.Denker@usace.army.mil by September 10th17th to receive a DoD SAFE upload code for file transfer and confirm final proposal delivery instructions.
Caution: DO not wait until the last minute to upload the proposal for file transfer. It has been taking about 45 minutes to make it passed the firewalls and document scan process. Please send Jay Denker and e-mail when the file has been uploaded and sent.
To submit your proposal electronically, email your proposal to the Contracting Officer
Jay Denker at Jay.B.Denker@usace.army.mil., Keep in mind that due to email safeguards and the size of your proposal, emails may not be received immediately by the Government. Proposals shall be received by September 15, 2020 before 1:00 p.m.
2. Drawings are revised as follows:
CD101 - Added water line removal notes
CD102 - Added water line removal notes
CS101 - Updated water line note with pipe size
CS102 - Updated water line note with pipe size
CG402 - Updated area inlet note to add identifier E-1
3. All other terms and conditions remain unchanged.
mailto:Jay.B.Denker@usace.army.mil
W912DQ20R4027
4. Offeror is required to acknowledge receipt of this amendment. Failure to acknowledge this amendment may cause rejections of the proposal.
5. Proposal due date remains September 21, 2020 11:00 a.m. Kansas City Local Time.
TO BE REMOVED.
SLIDING GATE AND CONTROLS
EXISTING TRENCH DRAIN TO REMAIN
TO BE REMOVED WITH PAVEMENT (TYP)
CONCRETE MOORING AND GROUNDING POINTS
TO BE REMOVED
ELECTRICAL LINE
TO BE REMOVED
12" RCP STORM SEWER
SEE NOTE 3
STRUCTURE TO BE REMOVED
SEE NOTE 3
STRUCTURE TO BE REMOVED
SEE NOTE 3
STRUCTURE TO BE REMOVED
SEE NOTE 3
STRUCTURE TO BE REMOVED
E: 2,196,720.50
N: 198,510.87
E OUT FL ELEV = 1069.58
W IN 12" RCP FL ELEV = 1069.68
TOP ELEV = 1072.68
EXISTING AREA INLET
S OUT 32" RCP FL ELEV = 1069.07
NW IN 15" RCP FL ELEV = 1069.72
NE IN 15" RCP FL ELEV = 1069.17
N IN 24" RCP FL ELEV = 1069.47
TOP ELEV = 1076.32
EXISTING AREA INLET
NW OUT 12" RCP FL ELEV = 1069.90
TOP ELEV = 1072.70
EXISTING AREA INLET TO BE REMOVED SW OUT 12" RCP FL ELEV = 1069.94
TOP ELEV = 1072.84
EXISTING AREA INLET TO BE REMOVED
NW OUT 12" RCP FL ELEV = 1065.85
TOP ELEV = 1072.55
EXISTING AREA INLET
SEE NOTE 6
FENCE TO BE REMOVED
SEE NOTE 6
FENCE TO BE REMOVED
BE REMOVED
WATER LINE TO
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:19:35 AM 9/15/2020
...\New Century Tarmac Replacement\6.0 Engineering-Design\6.1 Drawings_Imperial_U6\CAD_BIM\_Sheets\PAVEMENT REMOVAL PLAN - AREA A
F
IL
E N
A M
E
CD101
A L
O E
W E
N
S
E C
O V
E R S
H E
E T
N E
W C
E N
T U
R Y U
S A
R C A
N D A
S F N
O
S E
E C
O V
E R S
H E
E T
K A
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A S C
IT
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E T
H S
T R
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T
K A
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A S C
IT
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IS
T R
IC
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D R
A W
IN
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IN
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A1 SCALE: 1" = 30' 30' 60'0
GENERAL SHEET NOTES
LEGEND
M A
T C
H L
IN
E S
H E
E T C
D
UTILITY AND FENCE DEMOLITION
T A
R M
A C R
E P
L A
C E
M E
N T
SEE NOTE 1
PAVEMENT TO BE REMOVED
PAVEMENT REMOVAL PLAN - AREA A
P A
V E
M E
N T R
E M
O V
A L P
L A
N A
R E
A
E 2,197,093.49
N 198,951.27
N 198,940.88
E 2,196,774.50
E 2,196,785.21
N 198,611.98
N 198,611.23
E 2,196,761.66
N 198,609.23
E 2,196,761.72
N 198,594.31
E 2,196,726.17
E 2,196,690.67
N 198,593.16
E 2,196,697.01
N 198,392.62 E 2,196,702.53
N 198,319.97
N 198,392.73 N 198,320.08
N 198,306.16
N 198,305.52
E 2,196,700.16 E 2,196,705.96
E 2,196,706.43
E 2,196,725.99
SEE NOTE 7
CENTER HANGAR
US ARMY RESERVE
BUILDING.
WHEN WORKING NEAR THE HANGAR BUILDING TO AVOID DAMAGING THE
CONTRACTOR SHALL USE EXTREME CAUTION AND PROTECTIVE MEASURES
THE US ARMY RESERVE CENTER HANGAR IS A HISTORIC BUILDING. 7.
REMOVED.
EXISTING FENCE AND POST FOUNDATIONS ARE TO BE COMPLETELY 6.
REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE.
MARRED OR REMOVED BY THE CONTRACTOR, SHALL BE COMPLETELY
ALL PAVEMENT MARKINGS, NOT MARKED TO BE REMOVED, WHICH ARE 5.
REMOVE/REPLACE EXISTING BASE AND SUBGRADE MATERIALS.
ANY TIME. STEEL BUCKET OR BLADE EQUIPMENT MAY BE USED TO
BUCKET OR BLADE IN DIRECT CONTACT WITH ANY PAVEMENT TO REMAIN AT
STEEL BUCKET OR BLADE EQUIPMENT SHALL NOT OPERATE WITH THE 4.
STRUCTURES ARE APPROXIMATELY 2' IN DIAMETER AND 3.5' DEEP.
SHALL VERIFY THAT THEY ARE ABANDONED PRIOR TO REMOVAL.
EXISTING PAVEMENT AND ARE ASSUMED TO BE ABANDONED. CONTRACTOR
STRUCTURES ARE ASSUMED TO BE PART OF THE HEATING SYSTEM FOR THE 3.
EAST TO WEST EVERY 30' THE FULL LENGTH OF THE APRON.
CONDUITS ARE ASSUMED TO BE APPROXIMATELY 1.5" IN DIAMETER AND RUN
JUST BELOW THE CONCRETE AND SHOULD BE REMOVED WITH PAVEMENT.
EXISTING PAVEMENT WAS HEATED IN THE PAST. CONDUIT REMAINS IN OR 2.
SECTION.
SEE DETACHED BORING LOGS, SHEET B-201, FOR EXISTING PAVEMENT 1.
A U
G U
S T
READY TO ADVERTISE
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
TOP ST
DI ELEV
= 1072.5
4 SFT
TOP ST
DI ELEV
= 1072.5
4 SFT
TOP ST
DI ELEV
= 1072.5
4 SFT
TOP ST
DI ELEV
= 1072.5
5 SFT
TOP ST
DI ELEV
= 1072.5
5 SFT
TOP ST
DI ELEV
= 1072.5
5 SFT
TOP ST
DI ELEV
= 1072.5
5 SFT
TOP ST
DI ELEV
= 1072.5
5 SFT
TOP ST
DI ELEV
= 1072.5
5 SFT
TOP ST
DI ELEV
= 1072.5
7 SFT
TOP ST
DI ELEV
= 1072.5
7 SFT
TOP ST
DI ELEV
= 1072.5
7 SFT
TOP ST
DI ELEV
= 1072.5
8 SFT
TOP ST
DI ELEV
= 1072.5
8 SFT
TOP ST
DI ELEV
= 1072.5
8 SFT
TOP ST
DI ELEV
= 1072.5
9 SFT
TOP ST
DI ELEV
= 1072.5
9 SFT
TOP ST
DI ELEV
= 1072.5
9 SFT
TOP ST
DI ELEV
= 1072.5
9 SFT
TOP ST
DI ELEV
= 1072.5
9 SFT
TOP ST
DI ELEV
= 1072.5
9 SFT
TOP ST
DI ELEV
= 1072.6
0 SFT
TOP ST
DI ELEV
= 1072.6
0 SFT
TOP ST
DI ELEV
= 1072.6
0 SFT
TOP ST
DI ELEV
= 1072.6
6 SFT
TOP ST
DI ELEV
= 1072.6
6 SFT
TOP ST
DI ELEV
= 1072.6
6 SFT
TOP ST
DI ELEV
= 1072.6
7 SFT
TOP ST
DI ELEV
= 1072.6
7 SFT
TOP ST
DI ELEV
= 1072.6
7 SFT
TOP ST
DI ELEV
= 1072.6
8 SFT
TOP ST
DI ELEV
= 1072.6
8 SFT
TOP ST
DI ELEV
= 1072.6
8 SFT
TOP ST
DI ELEV
= 1072.6
8 SFT
TOP ST
DI ELEV
= 1072.6
8 SFT
TOP ST
DI ELEV
= 1072.6
8 SFT
TOP ST
DI ELEV
= 1072.6
9 SFT
TOP ST
DI ELEV
= 1072.6
9 SFT
TOP ST
DI ELEV
= 1072.6
9 SFT
TOP ST
DI ELEV
= 1072.6
9 SFT
TOP ST
DI ELEV
= 1072.6
9 SFT
TOP ST
DI ELEV
= 1072.6
9 SFT
TOP ST
DI ELEV
= 1072.6
9 SFT
TOP ST
DI ELEV
= 1072.6
9 SFT
TOP ST
DI ELEV
= 1072.6
9 SFT
TOP ST
DI ELEV
= 1072.7
0 SFT
TOP ST
DI ELEV
= 1072.7
0 SFT
TOP ST
DI ELEV
= 1072.7
0 SFT
TOP ST
DI ELEV
= 1072.7
0 SFT
TOP ST
DI ELEV
= 1072.7
0 SFT
TOP ST
DI ELEV
= 1072.7
0 SFT
TOP ST
DI ELEV
= 1072.7
0 SFT
TOP ST
DI ELEV
= 1072.7
0 SFT
TOP ST
DI ELEV
= 1072.7
0 SFT
TOP ST
DI ELEV
= 1072.7
2 SFT
TOP ST
DI ELEV
= 1072.7
2 SFT
TOP ST
DI ELEV
= 1072.7
2 SFT
TOP ST
DI ELEV
= 1072.7
5 SFT
TOP ST
DI ELEV
= 1072.7
5 SFT
TOP ST
DI ELEV
= 1072.7
5 SFT
TOP ST
DI ELEV
= 1072.7
9 SFT
TOP ST
DI ELEV
= 1072.7
9 SFT
TOP ST
DI ELEV
= 1072.7
9 SFT
TOP ST
DI ELEV
= 1072.8
4 SFT
TOP ST
DI ELEV
= 1072.8
4 SFT
TOP ST
DI ELEV
= 1072.8
4 SFT
TOP ST
DI ELEV
= 1072.8
4 SFT
TOP ST
DI ELEV
= 1072.8
4 SFT
TOP ST
DI ELEV
= 1072.8
4 SFT
TOP ST
DI ELEV
= 1072.9
1 SFT
TOP ST
DI ELEV
= 1072.9
1 SFT
TOP ST
DI ELEV
= 1072.9
1 SFT
WWW
WWW
TOP ST
MH ELEV
= 1073.9
2 SFT
TOP ST
MH ELEV
= 1073.9
2 SFT
TOP ST
MH ELEV
= 1073.9
2 SFTE
EEE
EEE
TOP ST
MH ELEV
= 1074.2
4 SFT
TOP ST
MH ELEV
= 1074.2
4 SFT
TOP ST
MH ELEV
= 1074.2
4 SFTE
EEE
TOP ST
M H ELEV
= 1075.0
3 SFT
TOP ST
M H ELEV
= 1075.0
3 SFT
TOP ST
M H ELEV
= 1075.0
3 SFT
DDE E
TOP ST
DI ELEV
= 1075.8
3 SFT
TOP ST
DI ELEV
= 1075.8
3 SFT
TOP ST
DI ELEV
= 1075.8
3 SFT
TOP ST
DI ELEV
= 1075.8
9 SFT
TOP ST
DI ELEV
= 1075.8
9 SFT
TOP ST
DI ELEV
= 1075.8
9 SFT
TOP ST
DI ELEV
= 1075.9
2 SFT
TOP ST
DI ELEV
= 1075.9
2 SFT
TOP ST
DI ELEV
= 1075.9
2 SFT
TOP ST
DI ELEV
= 1076.0
0 SFT
TOP ST
DI ELEV
= 1076.0
0 SFT
TOP ST
DI ELEV
= 1076.0
0 SFT
TOP ST
DI ELEV
= 1076.1
2 SFT
TOP ST
DI ELEV
= 1076.1
2 SFT
TOP ST
DI ELEV
= 1076.1
2 SFT
TOP ST
DI ELEV
= 1076.1
3 SFT
TOP ST
DI ELEV
= 1076.1
3 SFT
TOP ST
DI ELEV
= 1076.1
3 SFT
TOP ST
DI ELEV
= 1076.1
9 SFT
TOP ST
DI ELEV
= 1076.1
9 SFT
TOP ST
DI ELEV
= 1076.1
9 SFT
TOP ST
DI ELEV
= 1076.2
6 SFT
TOP ST
DI ELEV
= 1076.2
6 SFT
TOP ST
DI ELEV
= 1076.2
6 SFT
TOP ST
MH ELEV
= 1076.3
2 SFT
TOP ST
MH ELEV
= 1076.3
2 SFT
TOP ST
MH ELEV
= 1076.3
2 SFT
DDD
EE
WWW
EXISTING TAXIWAY
FENCE TO REMAIN
TO BE REMOVED WITH PAVEMENT (TYP)
CONCRETE MOORING AND GROUNDING POINTS
DURING CONSTRUCTION
TO REMAIN AND BE PROTECTED FROM DAMAGE
ELECTRICAL POWER FOR AIRFIELD LIGHTING
TO BE REMOVED
12" RCP STORM SEWER
TO BE REMOVED
ELECTRICAL LINE
SEE NOTE 3
BE REMOVED
STRUCTURE TO
SEE NOTE 3
BE REMOVED
STRUCTURE TO
SEE NOTE 3
BE REMOVED
STRUCTURE TO
SEE NOTE 3
BE REMOVED
STRUCTURE TO
SEE NOTE 3
BE REMOVED
STRUCTURE TO
SW OUT 12" RCP FL ELEV = 1067.30
TOP ELEV = 1070.40
EXISTING AREA INLET TO BE REMOVED
S OUT 32" RCP FL ELEV = 1061.53
W IN 12" RCP FL ELEV = 1062.73
N IN 32" RCP FL ELEV = 1061.63
TOP ELEV = 1071.53
EXISTING STORM MANHOLE
S OUT 32" RCP FL ELEV = 1062.06
E IN 12" RCP FL ELEV = 1063.61
N IN 32" RCP FL ELEV = 1062.11
TOP ELEV = 1072.01
EXISTING STORM MANHOLE
SW OUT 12" RCP FL ELEV = 1069.02
TOP ELEV = 1071.72
EXISTING AREA INLET TO BE REMOVED
SEE NOTE 6
FENCE TO BE REMOVED
SEE NOTE 6
FENCE TO BE REMOVED
DURING CONSTRUCTION
BE PROTECTED FROM DAMAGE
FIBER OPTIC LINE TO REMAIN AND
BE REMOVED
WATER LINE TO
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:23:40 AM 9/15/2020
...\New Century Tarmac Replacement\6.0 Engineering-Design\6.1 Drawings_Imperial_U6\CAD_BIM\_Sheets\PAVEMENT REMOVAL PLAN - AREA B
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GENERAL SHEET NOTES
LEGEND
UTILITY AND FENCE DEMOLITION
M A
T C
H L
IN
E S
H E
E T C
D
T A
R M
A C R
E P
L A
C E
M E
N T
P A
V E
M E
N T R
E M
O V
A L P
L A
N A
R E
A B
PAVEMENT REMOVAL PLAN - AREA B
SEE NOTE 1
PAVEMENT TO BE REMOVED
BUILDING.
WHEN WORKING NEAR THE HANGAR BUILDING TO AVOID DAMAGING THE
CONTRACTOR SHALL USE EXTREME CAUTION AND PROTECTIVE MEASURES
THE US ARMY RESERVE CENTER HANGAR IS A HISTORIC BUILDING. 7.
REMOVED.
EXISTING FENCE AND POST FOUNDATIONS ARE TO BE COMPLETELY 6.
REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE.
MARRED OR REMOVED BY THE CONTRACTOR, SHALL BE COMPLETELY
ALL PAVEMENT MARKINGS, NOT MARKED TO BE REMOVED, WHICH ARE 5.
REMOVE/REPLACE EXISTING BASE AND SUBGRADE MATERIALS.
ANY TIME. STEEL BUCKET OR BLADE EQUIPMENT MAY BE USED TO
BUCKET OR BLADE IN DIRECT CONTACT WITH ANY PAVEMENT TO REMAIN AT
STEEL BUCKET OR BLADE EQUIPMENT SHALL NOT OPERATE WITH THE 4.
STRUCTURES ARE APPROXIMATELY 2' IN DIAMETER AND 3.5' DEEP.
SHALL VERIFY THAT THEY ARE ABANDONED PRIOR TO REMOVAL.
EXISTING PAVEMENT AND ARE ASSUMED TO BE ABANDONED. CONTRACTOR
STRUCTURES ARE ASSUMED TO BE PART OF THE HEATING SYSTEM FOR THE 3.
EAST TO WEST EVERY 30' THE FULL LENGTH OF THE APRON.
CONDUITS ARE ASSUMED TO BE APPROXIMATELY 1.5" IN DIAMETER AND RUN
JUST BELOW THE CONCRETE AND SHOULD BE REMOVED WITH PAVEMENT.
EXISTING PAVEMENT WAS HEATED IN THE PAST. CONDUIT REMAINS IN OR 2.
SECTION.
SEE DETACHED BORING LOGS, SHEET B-201, FOR EXISTING PAVEMENT 1.
SEE NOTE 7
CENTER HANGAR
US ARMY RESERVE
N 198,189.77
E 2,196,702.70 E 2,196,704.77
N 198,251.12 N 198,040.53
E 2,196,707.56
E 2,196,750.96
N 198,041.86
E 2,196,762.24
N 197,675.50
N 197,687.63
E 2,197,134.65
E 2,196,718.03
N 198,274.07
N 198,251.58
N 198,189.91
N 198,274.36
E 2,196,727.03
E 2,196,718.76
E 2,196,706.76
A U
G U
S T
READY TO ADVERTISE
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SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
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N G
IN
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R S
DDDDDD
E
DDD
E
NO CIVILIAN VEHICLESNO CIVILIAN VEHICLES
E
WWWWWW
E
EEE
WWW
E
EEE
EEE
75'
.5
80'84.87'
.5
10' 8.13'
S O
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SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
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IN
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R S
NO CIVILIAN VEHICHLES NO CIVILIAN VEHICHLES
EXISTING TAXIWAY
N 198,953.27
N 198,949.75
N 198,942.82
N 198,941.93 N 198,611.92
N 198,607.42
N 198,391.20
N 198,392.56
E 2,197,093.43
CONSTRUCTION
LIMIT
E 2,196,772.50
CONSTRUCTION
LIMIT E 2,196,772.53
FENCE LIMIT
E 2,197,016.00
FENCE LIMIT
E 2,196,783.27
CONSTRUCTION
LIMIT
E 2,196,645.20
CONSTRUCTION
LIMIT
E 2,196,652.03
CONSTRUCTION
LIMIT
E 2,196,695.01
CONSTRUCTION
LIMIT
US ARMY RESERVE
CENTER HANGAR
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...\New Century Tarmac Replacement\6.0 Engineering-Design\6.1 Drawings_Imperial_U6\CAD_BIM\_Sheets\SITE PLAN - AREA A
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GENERAL SHEET NOTES
M A
T C
H L
IN
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H E
E T C
S
PAVEMENT MARKING DETAILS.
BY THE CONTRACTOR AT THEIR OWN EXPENSE. SEE SHEET CS503 FOR
CONTRACTOR'S OPERATIONS SHALL BE ENTIRELY REMOVED AND REPLACED
INDICATED TO BE REMOVED, THAT ARE MARRED OR REMOVED BY THE
ALL TAXILANE MARKINGS NOT WITHIN THE PAVEMENT REMOVAL AREA, OR 2.
SEE SHEET CS503 FOR PAVEMENT MARKING DETAILS.1.
R1
R
T A
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A C R
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R
R
35'
R
35'
R
R
R
SITE PLAN - AREA A
U
G U
S T
READY TO ADVERTISE
SHEET KEYNOTES
CONTRACTOR TO FIELD VERIFY.
ACCESSORIES AS NEEDED. EXISTING WATER LINE IS ASSUMED TO BE 8",
AND VERTICAL ALIGNMENT. REPLACE EXISTING VALVES, CONNECTIONS, AND
CONSTRUCTION LIMITS SHOWN. MATCH EXISTING WATER MAIN HORIZONTAL
REPLACE EXISTING WATER MAIN WITH PVC OR PE PIPE WITHIN THE 12.
PAINT 36" RED NON-REFLECTIVE SQUARE.11.
MATCH EXISTING. SEE STRIPING DETAIL SHEET CS503.
PAINT POV PARKING SPACES. LOCATION AND NUMBER OF SPACES SHALL 10.
ADDITIONAL NOTES AND DETAILS.
CONSTRUCTION AREA ZONE LIMITS. SEE SHEETS CB101 AND CB102 FOR 9.
PAINT 6" RED NON-REFLECTIVE LINE. 8.
3-260-04, FIGURES 6-13 AND 6-14, AND 72" TALL
PLACES ALONG EDGE OF APRON AS SHOWN. LETTERS ARE TO BE PER UFC
PAINT "NO CIVILIAN VEHICLES" IN RED NON-REFLECTIVE PAINT. LOCATE IN 6 7.
EDGE OF APRON DOUBLE YELLOW LINE MARKING. SEE DETAIL SHEET CS503.6.
TAXILANE CENTERLINE MARKING, TYP.5.
SEE DETAIL SHEET CS503.
PARKING SPACE MARKINGS AND MOORING AND GROUNDING POINTS, TYP. 4.
INSTALL 7 FT SECURITY FENCE. SEE DETAILS SHEET CS501.3.
INSTALL SLIDING GATE. SEE DETAILS SHEET CS502.2.
TAXILANE CENTERLINE MARKING.
ADJUST NEW TAXILANE CENTERLINE MARKING TO LINE UP WITH EXISTING 1.
/1
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.5
36.25'
4'
.5
.5
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®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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NO CIVILIAN VEHICHLES NO CIVILIAN VEHICHLES NO CIVILIAN VEHICHLES NO CIVILIAN VEHICHLES
NO PARKING NO PARKING
EXISTING TAXIWAY
N 198,189.74
N 198,188.35 N 198,039.02
N 198,041.84
N 198,192.88
N 198,098.99
N 197,675.19
N 197,687.21N 198,109.41
CONSTRUCTION
E 2,196,701.62
CONSTRUCTION
LIMIT
E 2,196,658.85
CONSTRUCTION
LIMIT
E 2,196,663.71
CONSTRUCTION
LIMIT
E 2,196,750.31
CONSTRUCTION
LIMIT
E 2,196,801.08
CONSTRUCTION
LIMIT
E 2,196,798.02
CONSTRUCTION
LIMIT
E 2,196,762.25
CONSTRUCTION
LIMIT
E 2,197,134.66
CONSTRUCTION
LIMIT
E 2,197,120.91
CONSTRUCTION
LIMIT
N 197,676.49
E 2,196,762.67
FENCE LIMIT
US ARMY RESERVE
CENTER HANGAR
N 197,686.08
E 2,197,057.16
FENCE LIMIT
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:14:19 AM 9/15/2020
...\New Century Tarmac Replacement\6.0 Engineering-Design\6.1 Drawings_Imperial_U6\CAD_BIM\_Sheets\SITE PLAN - AREA B
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GENERAL SHEET NOTES
PAVEMENT MARKING DETAILS.
BY THE CONTRACTOR AT THEIR OWN EXPENSE. SEE SHEET CS503 FOR
CONTRACTOR'S OPERATIONS SHALL BE ENTIRELY REMOVED AND REPLACED
INDICATED TO BE REMOVED, THAT ARE MARRED OR REMOVED BY THE
ALL TAXILANE MARKINGS NOT WITHIN THE PAVEMENT REMOVAL AREA, OR 2.
SEE SHEET CS503 FOR PAVEMENT MARKING DETAILS.1.
R
R
35'
R
R
R
R
35'
R
R
R
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M A
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SITE PLAN - AREA B
U
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READY TO ADVERTISE
SHEET KEYNOTES
CONTRACTOR TO FIELD VERIFY.
ACCESSORIES AS NEEDED. EXISTING WATER LINE IS ASSUMED TO BE 8",
AND VERTICAL ALIGNMENT. REPLACE EXISTING VALVES, CONNECTIONS, AND
CONSTRUCTION LIMITS SHOWN. MATCH EXISTING WATER MAIN HORIZONTAL
REPLACE EXISTING WATER MAIN WITH PVC OR PE PIPE WITHIN THE 11.
PAINT 36" RED NON-REFLECTIVE SQUARE.10.
MATCH EXISTING. SEE STRIPING DETAIL SHEET CS503.
PAINT POV PARKING SPACES. LOCATION AND NUMBER OF SPACES SHALL 9.
ADDITIONAL NOTES AND DETAILS.
CONSTRUCTION AREA ZONE LIMITS. SEE SHEETS CB101 AND CB102 FOR 8.
PAINT 6" RED NON-REFLECTIVE LINE. 7.
3-260-04, FIGURES 6-13 AND 6-14, AND 72" TALL
PLACES ALONG EDGE OF APRON AS SHOWN. LETTERS ARE TO BE PER UFC
PAINT "NO CIVILIAN VEHICLES" IN RED NON-REFLECTIVE PAINT. LOCATE IN 6 6.
EDGE OF APRON DOUBLE YELLOW LINE MARKING. SEE DETAIL SHEET CS503.5.
TAXILANE CENTERLINE MARKING, TYP.4.
SEE DETAIL SHEET CS503.
PARKING SPACE MARKINGS AND MOORING AND GROUNDING POINTS, TYP. 3.
INSTALL 7 FT SECURITY FENCE. SEE DETAILS SHEET CS501.2.
INSTALL 14 FT DOUBLE SWING GATE. SEE DETAILS SHEET CS502.1.
/1
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DDDDDDDDD
EEE
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EEE
E: 2,196,810.34
N: 197,989.31
S OUT 32" RCP FL ELEV = 1062.06
E IN 12" RCP FL ELEV = 1063.61
N IN 32" RCP FL ELEV = 1062.11
TOP ELEV = 1071.85
EXISTING MANHOLE C-3
E: 2,197,083.62
N: 198,225.26
SUBDRAIN OR B-5
E: 2,197,093.93
N: 197,908.76
SUBDRAIN OR D-3
E: 2,196,821.53
N: 198,216.72
MANHOLE B-2
E: 2,196,824.79
N: 198,116.77
SUBDRAIN OR B-1
E: 2,196,825.33
N: 198,100.12
SUBDRAIN OR C-1
E: 2,196,828.66
N: 197,997.83
AREA INLET C-2
E: 2,196,831.84
N: 197,900.22
MANHOLE D-2
E: 2,196,838.35
N: 197,700.33
SUBDRAIN OR D-1
E: 2,196,853.17
N: 197,681.70
SW OUT 12" RCP FL ELEV = 1067.30
TOP ELEV = 1070.40
AREA INLET E-1
S O
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IS
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U E D
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
EXISTING TAXIWAY
US ARMY RESERVE
CENTER HANGAR
D
D
D D
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GENERAL SHEET NOTES
LEGEND
SUBDRAIN LINE
FOR SUBDRAIN SCHEDULE AND DETAILS, SEE SHEET CG501.1.
MANHOLE/AREA INLET
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OBSERVATION RISER
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| Amendment 001.pdfNew Century Drawings.pdf |
| 471840_CD101 |
| 471840_CD102 |
| 471840_CS101 |
| 471840_CS102 |
| 471840_CG402 |
File details come from the government source that posted it. Updated .