B.08_Proc C_Pkg 4_Amendment 3_DRAWINGS_22 JUNE 2022.pdf

PDF 15 MB Posted Jun 28, 2022

Attached to: Super Hornet Procurement C Parking Apron and Aircraft Parking Shelters
Solicitation number: W912ER22R0004
Issued by: Department of the Army Corps of Engineers Engineering District Middle East

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details on a federal contract opportunity for construction services. The U.S. Army Corps of Engineers, Transatlantic Middle East District is seeking a contractor to construct a new parking apron and aircraft parking shelters at Al Jaber Air Base in Kuwait. The project involves building a parking apron, taxiways, two enclosed aircraft parking shelters with three bays each to provide twelve total parking spaces, and related site improvements. The estimated value of the contract is between $25-100 million. The NAICS code for this procurement is 236220 for commercial and industrial building construction, and the small business size standard is $39.5 million. The period of performance is 649 calendar days from notice to proceed. The solicitation number for interested contractors to respond is W912ER22R0004. Award will be made using a best value tradeoff process to the offeror representing the best overall value and responsibility to the government.

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Other files

File	Type	Posted
B.08_W912ER-22-R-0004-0005 Super Hornet Procurement C Solicitation Amendment 5_ 7 July 22.pdf	PDF	Jul 7, 2022
B.08_W912ER-22-R-0004-0004 Super Hornet Procurement C Solicitation Amendment 4_ 30 JUN 22.pdf	PDF	Jun 30, 2022
B.08_W912ER-22-R-0004-0003 Super Hornet Procurement C Solicitation Amendment 3_ 28 JUN 22.pdf	PDF	Jun 28, 2022
B.08_AMENDMENT 0003 SPECIFICATIONS - 22R0004 (480570).pdf	PDF	Jun 28, 2022
B.08_Super Hornet Procurement C site photos.pdf	PDF	Jun 14, 2022
B.08_2022_0603_Proc C_Pkg 4_Amendment 2_All Drawings.pdf	PDF	Jun 14, 2022
B.08_AMENDMENT 0002 SPEC DOC - 22R0004 (480570) PKG 4 PROC C.pdf	PDF	Jun 14, 2022
B.02_W912ER-22-R-0004-0002 Super Hornet Procurement C Solicitation Amendment 2_14 JUN 22.pdf	PDF	Jun 14, 2022
B.08_W912ER-22-R-0004-0001 Super Hornet Procurement C Solicittion Amendment 1 10MAY2022.pdf	PDF	May 10, 2022
B.08_ Design PKG 4 PARKING APRONS & SHELTERS(480571)- 30 MAR 22.pdf	PDF	Apr 22, 2022
B.08_APPENDIX A (RFP Attachments) W912ER21R0025 Super Hornet Procurement B Kuwait.docx	DOCX document	Apr 22, 2022
B.08_VOL 2 OF 3 SPECS PKG 4 PARKING APRONS & SHELTERS(480570)-VOL1-03-2022.pdf	PDF	Apr 22, 2022
W912ER22R00004 SUPER HORNET PROCUREMENT PACKAGE C.pdf	PDF	Apr 22, 2022
B.08_VOL 3 OF 3 SPECS PKG 4 PARKING APRONS & SHELTERS (480570)-VOL2-03-2022.pdf	PDF	Apr 22, 2022
B.08_Proposal Schedule and Cost Breakdown F-18 Super Hornet Procurement C Package 4.xlsx	XLSX spreadsheet	Apr 22, 2022
B.08_2 percent for our contractor partners 20Oct21.pdf	PDF	Apr 22, 2022

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US Army Corps of Engineers ®

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FACILITY I - ENCLOSED AIRCRAFT SHELTERS - INDEX OF DRAWINGS

SHT.

REF. NO. FILE NO.

REVISIONS

TITLE

Current Revision AM/COP NO.

XE131 KU-472118-2--XE131 AIRFIELD ELECTRICAL CIRCUITING - SHEET 1 OF 10

XE132 KU-472118-2--XE132 AIRFIELD ELECTRICAL CIRCUITING - SHEET 2 OF 10

XE133 KU-472118-2--XE133 AIRFIELD ELECTRICAL CIRCUITING - SHEET 3 OF 10

XE134 KU-472118-2--XE134 AIRFIELD ELECTRICAL CIRCUITING - SHEET 4 OF 10

XE135 KU-472118-2--XE135 AIRFIELD ELECTRICAL CIRCUITING - SHEET 5 OF 10

XE136 KU-472118-2--XE136 AIRFIELD ELECTRICAL CIRCUITING - SHEET 6 OF 10

XE137 KU-472118-2--XE137 AIRFIELD ELECTRICAL CIRCUITING - SHEET 7 OF 10

XE138 KU-472118-2--XE138 AIRFIELD ELECTRICAL CIRCUITING - SHEET 8 OF 10

XE139 KU-472118-2--XE139 AIRFIELD ELECTRICAL CIRCUITING - SHEET 9 OF 10

XE140 KU-472118-2--XE140 AIRFIELD ELECTRICAL CIRCUITING - SHEET 10 OF 10

XE501 KU-472118-2--XE501 AIRFIELD ELECTRICAL DETAILS - SHEET 1 OF 6

XE502 KU-472118-2--XE502 AIRFIELD ELECTRICAL DETAILS - SHEET 2 OF 6

XE503 KU-472118-2--XE503 AIRFIELD ELECTRICAL DETAILS - SHEET 3 OF 6

XE504 KU-472118-2--XE504 AIRFIELD ELECTRICAL DETAILS - SHEET 4 OF 6

XE505 KU-472118-2--XE505 AIRFIELD ELECTRICAL DETAILS - SHEET 5 OF 6

XE506 KU-472118-2--XE506 AIRFIELD ELECTRICAL DETAILS - SHEET 6 OF 6

STRUCTURAL

S-001 KU-472118-2I-S-001 2 REVISED IAW AMENDMENT 0002 GENERAL NOTES

S-002 KU-472118-2I-S-002 CONT'D GENERAL NOTES

S-003 KU-472118-2I-S-003 WIND DIAGRAMS

S-004 KU-472118-2I-S-004 MBS REACTION DIAGRAM AND TABLE

S-101 KU-472118-2I-S-101 OVERALL FOUNDATION LEVEL

S-102 KU-472118-2I-S-102 3 REVISED IAW AMENDMENT 0003 FOUNDATION LEVEL AREA A ENLARGED PLAN

S-103 KU-472118-2I-S-103 3 REVISED IAW AMENDMENT 0003 FOUNDATION LEVEL AREA B ENLARGED PLAN

S-104 KU-472118-2I-S-104 3 REVISED IAW AMENDMENT 0003 FOUNDATION LEVEL AREA C ENLARGED PLAN

S-110 KU-472118-2I-S-110 OVERALL SLAB LEVEL

S-111 KU-472118-2I-S-111 SLAB LEVEL AREA A ENLARGED PLAN

S-112 KU-472118-2I-S-112 SLAB LEVEL AREA B ENLARGED PLAN

S-113 KU-472118-2I-S-113 SLAB LEVEL AREA C ENLARGED PLAN

S-401 KU-472118-2I-S-401 ENLARGED FOUNDATION PLAN

S-402 KU-472118-2I-S-402 ENLARGED FOUNDATION PLAN

S-601 KU-472118-2I-S-601 SCHEDULES

ARCHITECTURE

A-101 KU-472118-2I-A-101 COMPOSITE FLOOR PLAN

A-102 KU-472118-2I-A-102 2 REVISED IAW AMENDMENT 0002 AREA A ENLARGED FLOOR PLAN

A-103 KU-472118-2I-A-103 2 REVISED IAW AMENDMENT 0002 AREA B ENLARGED FLOOR PLAN

A-104 KU-472118-2I-A-104 2 REVISED IAW AMENDMENT 0002 AREA C ENLARGED FLOOR PLAN

A-106 KU-472118-2I-A-106 3 REVISED IAW AMENDMENT 0003 COMPOSITE ROOF PLAN

A-110 KU-472118-2I-A-110 2 REVISED IAW AMENDMENT 0002 COMPOSITE REFLECTED CEILING PLAN

A-111 KU-472118-2I-A-111 3 REVISED IAW AMENDMENT 0003 AREA A REFLECTED CEILING PLAN

A-112 KU-472118-2I-A-112 3 REVISED IAW AMENDMENT 0003 AREA B REFLECTED CEILING PLAN

A-113 KU-472118-2I-A-113 3 REVISED IAW AMENDMENT 0003 AREA C REFLECTED CEILING PLAN

A-201 KU-472118-2I-A-201 3 REVISED IAW AMENDMENT 0003 EXTERIOR ELEVATIONS

A-202 KU-472118-2I-A-202 3 REVISED IAW AMENDMENT 0003 EXTERIOR ELEVATIONS

A-203 KU-472118-2I-A-203 3 REVISED IAW AMENDMENT 0003 EXTERIOR ELEVATIONS

A-301 KU-472118-2I-A-301 3 REVISED IAW AMENDMENT 0003 BUILDING SECTIONS

A-302 KU-472118-2I-A-302 3 REVISED IAW AMENDMENT 0003 BUILDING SECTIONS

A-303 KU-472118-2I-A-303 3 REVISED IAW AMENDMENT 0003 WALL SECTION

A-304 KU-472118-2I-A-304 3 REVISED IAW AMENDMENT 0003 WALL SECTION

A-401 KU-472118-2I-A-401 ENLARGED MECHANICAL SCREEN ENCLOSURE

A-402 KU-472118-2I-A-402 ENLARGED PLANS

A-510 KU-472118-2I-A-510 3 REVISED IAW AMENDMENT 0003 SECTION DETAILS

A-521 KU-472118-2I-A-521 3 REVISED IAW AMENDMENT 0003 ROOF DETAILS

A-555 KU-472118-2I-A-555 3 REVISED IAW AMENDMENT 0003 HANGAR DOOR DETAILS

A-601 KU-472118-2I-A-601 DOOR SCHEDULE

A-604 KU-472118-2I-A-604 3 REVISED IAW AMENDMENT 0003 LOUVER AND PARTITION TYPES

A-605 KU-472118-2I-A-605 2 REVISED IAW AMENDMENT 0002 ROOM FINISH SCHEDULE AND LEGEND

A-606 KU-472118-2I-A-606 2 REVISED IAW AMENDMENT 0002 PAINT STRIPING AND SIGNAGE PLAN - AREA A ENLARGED

A-607 KU-472118-2I-A-607 2 REVISED IAW AMENDMENT 0002 PAINT STRIPING AND SIGNAGE PLAN - AREA B ENLARGED

A-608 KU-472118-2I-A-608 2 REVISED IAW AMENDMENT 0002 PAINT STRIPING AND SIGNAGE PLAN - AREA C ENLARGED

FACILITY I - ENCLOSED AIRCRAFT SHELTERS - INDEX OF DRAWINGS

SHT.

REF. NO. FILE NO.

REVISIONS

TITLE

Current Revision AM/COP NO.

GENERAL INFORMATION

G-001 KU-472118-2--G-001 CLIN 4 COVER PAGE

G-015 KU-472118-2--G-015 3 REVISED IAW AMENDMENT 0003 INDEX - CLIN 4 - FACILILITY I - AIRCRAFT SHELTERS ENCLOSED

G-016 KU-472118-2--G-016 3 REVISED IAW AMENDMENT 0003 INDEX - CLIN 4 - FACILILITY I - AIRCRAFT SHELTERS ENCLOSED CONTINUED

G-025 KU-472118-2--G-025 3 REVISED IAW AMENDMENT 0003 INDEX - CLIN 4 - STANDARD DETAILS

G-030 KU-472118-2--G-030 STANDARD SYMBOLS AND LEGENDS

G-031 KU-472118-2--G-031 2 REVISED IAW AMENDMENT 0002 STANDARD ABBREVIATIONS

SITE DESIGN

VF101 KU-472118-2--VF101 OVERALL EXISTING CONDITIONS PLAN

VF111 KU-472118-2--VF111 EXISTING CONDITIONS PLAN – SHEET 1 OF 4

VF112 KU-472118-2--VF112 EXISTING CONDITIONS PLAN – SHEET 2 OF 4

VF113 KU-472118-2--VF113 EXISTING CONDITIONS PLAN – SHEET 3 OF 4

VF114 KU-472118-2--VF114 EXISTING CONDITIONS PLAN – SHEET 4 OF 4

VF180 KU-472118-2--VF180 BENCHMARK AND STATION CONTROL POINTS

GC001 KU-472118-2--GC001 CIVIL GENERAL NOTES AND ABBREVIATIONS - SHEET 1 OF 2

GC002 KU-472118-2--GC002 CIVIL GENERAL NOTES AND ABBREVIATIONS - SHEET 2 OF 2

GC101 KU-472118-2--GC101 OVERALL CLIN DELINEATION PLAN

GC102 KU-472118-2--GC102 OVERALL CLIN DELINEATION PLAN - APRON AREA

GC103 KU-472118-2--GC103 STAGING AND HAUL ROUTE PLAN

GC105 KU-472118-2--GC105 CIVIL SHEETS KEY PLAN

CG101 KU-472118-2--CG101 OVERALL GRADING AND DRAINAGE PLAN

CG111 KU-472118-2--CG111 2 REVISED IAW AMENDMENT 0002 GRADING AND DRAINAGE PLAN – SHEET 1 OF 4

CG112 KU-472118-2--CG112 3 REVISED IAW AMENDMENT 0003 GRADING AND DRAINAGE PLAN – SHEET 2 OF 4

CG113 KU-472118-2--CG113 GRADING AND DRAINAGE PLAN – SHEET 3 OF 4

CG114 KU-472118-2--CG114 GRADING AND DRAINAGE PLAN – SHEET 4 OF 4

CG201 KU-472118-2--CG201 STORM DRAINAGE PROFILES – SHEET 1 OF 6

CG202 KU-472118-2--CG202 STORM DRAINAGE PROFILES – SHEET 2 OF 6

CG203 KU-472118-2--CG203 STORM DRAINAGE PROFILES – SHEET 3 OF 6

CG204 KU-472118-2--CG204 STORM DRAINAGE PROFILES – SHEET 4 OF 6

CG205 KU-472118-2--CG205 STORM DRAINAGE PROFILES – SHEET 5 OF 6

CG206 KU-472118-2--CG206 STORM DRAINAGE PROFILES – SHEET 6 OF 6

CG501 KU-472118-2--CG501 GRADING AND DRAINAGE DETAILS – SHEET 1 OF 4

CG502 KU-472118-2--CG502 GRADING AND DRAINAGE DETAILS – SHEET 2 OF 4

CG503 KU-472118-2--CG503 GRADING AND DRAINAGE DETAILS – SHEET 3 OF 4

CG504 KU-472118-2--CG504 2 REVISED IAW AMENDMENT 0002 GRADING AND DRAINAGE DETAILS – SHEET 4 OF 4

CG601 KU-472118-2--CG601 3 REVISED IAW AMENDMENT 0003 STORM DRAINAGE STRUCTURES AND PIPE SCHEDULE - SHEET 1 OF 3

CG602 KU-472118-2--CG602 2 REVISED IAW AMENDMENT 0002 STORM DRAINAGE STRUCTURES AND PIPE SCHEDULE - SHEET 2 OF 3

CG603 KU-472118-2--CG603 STORM DRAINAGE STRUCTURES AND PIPE SCHEDULE - SHEET 3 OF 3

CS101 KU-472118-2--CS101 3 REVISED IAW AMENDMENT 0003 OVERALL APRON SITE PLAN

CS111 KU-472118-2--CS111 3 REVISED IAW AMENDMENT 0003 APRON SITE PLAN – SHEET 1 OF 4

CS112 KU-472118-2--CS112 3 REVISED IAW AMENDMENT 0003 APRON SITE PLAN – SHEET 2 OF 4

CS113 KU-472118-2--CS113 3 REVISED IAW AMENDMENT 0003 APRON SITE PLAN – SHEET 3 OF 4

CS114 KU-472118-2--CS114 3 REVISED IAW AMENDMENT 0003 APRON SITE PLAN – SHEET 4 OF 4

CS501 KU-472118-2--CS501 3 REVISED IAW AMENDMENT 0003 SITE DETAILS

CP151 KU-472118-2--CP151 APRON JOINT PLAN - SHEET 1 OF 4

CP152 KU-472118-2--CP152 APRON JOINT PLAN - SHEET 2 OF 4

CP153 KU-472118-2--CP153 APRON JOINT PLAN - SHEET 3 OF 4

CP154 KU-472118-2--CP154 APRON JOINT PLAN - SHEET 4 OF 4

CP161 KU-472118-2--CP161 MARKING PLAN - SHEET 1 OF 4

CP162 KU-472118-2--CP162 MARKING PLAN - SHEET 2 OF 4

CP163 KU-472118-2--CP163 MARKING PLAN - SHEET 3 OF 4

CP164 KU-472118-2--CP164 MARKING PLAN - SHEET 4 OF 4

CP501 KU-472118-2--CP501 PAVEMENT JOINT DETAILS - SHEET 1 OF 2

CP502 KU-472118-2--CP502 PAVEMENT JOINT DETAILS - SHEET 2 OF 2

CP551 KU-472118-2--CP551 MARKING DETAILS - SHEET 1 OF 2

CP552 KU-472118-2--CP552 MARKING DETAILS - SHEET 2 OF 2

CU101 KU-472118-2--CU101 OVERALL APRON UTILITY PLAN

CU111 KU-472118-2--CU111 APRON UTILITY PLAN - SHEET 1 OF 4

CU112 KU-472118-2--CU112 APRON UTILITY PLAN - SHEET 2 OF 4

CU113 KU-472118-2--CU113 APRON UTILITY PLAN - SHEET 3 OF 4

CU114 KU-472118-2--CU114 APRON UTILITY PLAN - SHEET 4 OF 4

CU203 KU-472118-2--CU203 AFFF PROFILES - SHEET 1 OF 2

CU204 KU-472118-2--CU204 AFFF PROFILES - SHEET 2 OF 2

CU210 KU-472118-2--CU210 FIRE PROTECTION WATERLINE PROFILES - SHEET 1 OF 4

CU211 KU-472118-2--CU211 FIRE PROTECTION WATERLINE PROFILES - SHEET 2 OF 4

CU212 KU-472118-2--CU212 FIRE PROTECTION WATERLINE PROFILES - SHEET 3 OF 4

CU213 KU-472118-2--CU213 FIRE PROTECTION WATERLINE PROFILES - SHEET 4 OF 4

CU214 KU-472118-2--CU214 WATERLINE PROFILES

CU501 KU-472118-2--CU501 UTILITY DETAILS - SHEET 1 OF 9

CU502 KU-472118-2--CU502 UTILITY DETAILS - SHEET 2 OF 9

CU503 KU-472118-2--CU503 UTILITY DETAILS - SHEET 3 OF 9

CU504 KU-472118-2--CU504 UTILITY DETAILS - SHEET 4 OF 9

CU505 KU-472118-2--CU505 UTILITY DETAILS - SHEET 5 OF 9

CU506 KU-472118-2--CU506 UTILITY DETAILS - SHEET 6 OF 9

CU507 KU-472118-2--CU507 UTILITY DETAILS - SHEET 7 OF 9

CU508 KU-472118-2--CU508 UTILITY DETAILS - SHEET 8 OF 9

CU509 KU-472118-2--CU509 2 REVISED IAW AMENDMENT 0002 UTILITY DETAILS - SHEET 9 OF 9

CU601 KU-472118-2--CU601 SANITARY SEWER STRUCTURE AND PIPE SCHEDULE

XE001 KU-472118-2--XE001 AIRFIELD LIGHTING GENERAL NOTES

XE111 KU-472118-2--XE111 AIRFIELD ELECTRICAL LAYOUT - SHEET 1 OF 4

XE112 KU-472118-2--XE112 AIRFIELD ELECTRICAL LAYOUT - SHEET 2 OF 4

XE113 KU-472118-2--XE113 AIRFIELD ELECTRICAL LAYOUT - SHEET 3 OF 4

XE114 KU-472118-2--XE114 AIRFIELD ELECTRICAL LAYOUT - SHEET 4 OF 4

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FACILITY I - ENCLOSED AIRCRAFT SHELTERS - INDEX OF DRAWINGS

SHT.

REF. NO. FILE NO.

REVISIONS

TITLE

Current Revision AM/COP NO.

ELECTRICAL

E-001 KU-472118-2I-E-001 3 REVISED IAW AMENDMENT 0003 ELECTRICAL SYMBOLS, LEGEND AND GENERAL NOTES

E-101 KU-472118-2I-E-101 COMPOSITE LIGHTING PLAN

E-102 KU-472118-2I-E-102 AREA A ENLARGED LIGHTING PLAN

E-103 KU-472118-2I-E-103 AREA B ENLARGED LIGHTING PLAN

E-104 KU-472118-2I-E-104 AREA C ENLARGED LIGHTING PLAN

E-110 KU-472118-2I-E-110 COMPOSITE POWER PLAN

E-111 KU-472118-2I-E-111 3 REVISED IAW AMENDMENT 0003 AREA A ENLARGED POWER PLAN

E-112 KU-472118-2I-E-112 AREA B ENLARGED POWER PLAN

E-113 KU-472118-2I-E-113 AREA C ENLARGED POWER PLAN

E-114 KU-472118-2I-E-114 3 REVISED IAW AMENDMENT 0003 ENLARGED ELECTRICAL ROOM LAYOUT

E-121 KU-472118-2I-E-121 2 REVISED IAW AMENDMENT 0002 COMPOSITE LIGHTNING PROTECTION AND EARTHING PLAN

E-122 KU-472118-2I-E-122 2 REVISED IAW AMENDMENT 0002 AREA A ENLARGED LIGHTNING PROTECTION AND EARTHING PLAN

E-123 KU-472118-2I-E-123 2 REVISED IAW AMENDMENT 0002 AREA B ENLARGED LIGHTNING PROTECTION AND EARTHING PLAN

E-124 KU-472118-2I-E-124 2 REVISED IAW AMENDMENT 0002 AREA C ENLARGED LIGHTNING PROTECTION AND EARTHING PLAN

E-131 KU-472118-2I-E-131 COMPOSITE LIGHTNING PROTECTION AND EARTHING ROOF PLAN

E-132 KU-472118-2I-E-132 AREA A ENLARGED LIGHTNING PROTECTION AND EARTHING ROOF PLAN

E-133 KU-472118-2I-E-133 AREA B ENLARGED LIGHTNING PROTECTION AND EARTHING ROOF PLAN

E-134 KU-472118-2I-E-134 AREA C ENLARGED LIGHTNING PROTECTION AND EARTHING ROOF PLAN

E-601 KU-472118-2I-E-601 3 REVISED IAW AMENDMENT 0003 ELECTRICAL ONE-LINE DIAGRAM SHEET 1

E-602 KU-472118-2I-E-602 ELECTRICAL ONE-LINE DIAGRAM SHEET 2

E-603 KU-472118-2I-E-603 3 REVISED IAW AMENDMENT 0003 ELECTRICAL ONE-LINE DIAGRAM SHEET 3

E-611 KU-472118-2I-E-611 ELECTRICAL DB SCHEDULE SHEET 1

E-612 KU-472118-2I-E-612 ELECTRICAL DB SCHEDULE SHEET 2

E-613 KU-472118-2I-E-613 ELECTRICAL DB SCHEDULE SHEET 3

E-614 KU-472118-2I-E-614 ELECTRICAL DB SCHEDULE SHEET 4

E-621 KU-472118-2I-E-621 2 REVISED IAW AMENDMENT 0002 EARTHING SCHEMATIC DIAGRAM

TELECOMMUNICATIONS

T-101 KU-472118-2I-T-101 TELECOMMUNICATIONS SYMBOLS & LEGEND

T-102 KU-472118-2I-T-102 2 REVISED IAW AMENDMENT 0002 TELECOMMUNICATIONS COMPOSITE FLOOR PLAN

T-103 KU-472118-2I-T-103 2 REVISED IAW AMENDMENT 0002 TELECOMMUNICATIONS COMM ROOM PLANS

FACILITY I - ENCLOSED AIRCRAFT SHELTERS - INDEX OF DRAWINGS

SHT.

REF. NO. FILE NO.

REVISIONS

TITLE

Current Revision AM/COP NO.

FIRE PROTECTION

F-001 KU-472118-2I-F-001 LIFE SAFETY ANALYSIS

F-002 KU-472118-2I-F-002 LIFE SAFETY PLAN

F-005 KU-472118-2I-F-005 AIRCRAFT SHELTER- DESIGN CRITERIA

F-007 KU-472118-2I-F-007 2 REVISED IAW AMENDMENT 0002 FIRE PROTECTION - SYMBOLS, LEGEND AND ABBREVIATIONS

F-103 KU-472118-2I-F-103 FIRE PROTECTION - COMPOSITE FLOOR PLAN

F-104 KU-472118-2I-F-104 FIRE ALARM - COMPOSITE FLOOR PLAN

F-301 KU-472118-2I-F-301 FIRE PROTECTION - SECTIONS

F-401 KU-472118-2I-F-401 FIRE PROTECTION - ENLARGED FLOOR PLAN AREA A

F-402 KU-472118-2I-F-402 FIRE PROTECTION - ENLARGED FLOOR PLAN AREA B

F-403 KU-472118-2I-F-403 FIRE PROTECTION - ENLARGED FLOOR PLAN AREA C

F-406 KU-472118-2I-F-406 FIRE PROTECTION - ENLARGED ROOF PLAN AREA A

F-407 KU-472118-2I-F-407 FIRE PROTECTION - ENLARGED ROOF PLAN AREA B

F-408 KU-472118-2I-F-408 FIRE PROTECTION - ENLARGED ROOF PLAN AREA C

F-411 KU-472118-2I-F-411 2 REVISED IAW AMENDMENT 0002 FIRE ALARM - ENLARGED FLOOR PLAN AREA A

F-412 KU-472118-2I-F-412 2 REVISED IAW AMENDMENT 0002 FIRE ALARM - ENLARGED FLOOR PLAN AREA B

F-413 KU-472118-2I-F-413 2 REVISED IAW AMENDMENT 0002 FIRE ALARM - ENLARGED FLOOR PLAN AREA C

F-414 KU-472118-2I-F-414 FIRE PROTECTION - ENLARGED PLANS

F-500 KU-472118-2I-F-500 FIRE SUPPRESSION ONE-LINE DIAGRAM

F-501 KU-472118-2I-F-501 FIRE PROTECTION - DETAILS

F-502 KU-472118-2I-F-502 FIRE ALARM - DETAILS

F-601 KU-472118-2I-F-601 FOAM SUPPRESSION SYSTEM MATRIX AND RISER DIAGRAM

F-602 KU-472118-2I-F-602 2 REVISED IAW AMENDMENT 0002 FIRE ALARM MATRIX AND RISER DIAGRAM

F-901 KU-472118-2I-F-901 FIRE PROTECTION - 3D VIEWS

PLUMBING

P-001 KU-472118-2I-P-001 PLUMBING LEGEND

P-002 KU-472118-2I-P-002 PLUMBING SCHEDULES

P-101 KU-472118-2I-P-101 COMPOSITE UNDERGROUND FLOOR PLAN - PLUMBING

P-102 KU-472118-2I-P-102 AREA A - ENLARGED UNDERGROUND FLOOR PLAN - PLUMBING

P-103 KU-472118-2I-P-103 AREA B - ENLARGED UNDERGROUND FLOOR PLAN - PLUMBING

P-104 KU-472118-2I-P-104 AREA C - ENLARGED UNDERGROUND FLOOR PLAN - PLUMBING

P-105 KU-472118-2I-P-105 COMPOSITE FLOOR PLAN - PLUMBING

P-106 KU-472118-2I-P-106 AREA A - ENLARGED FLOOR PLAN - PLUMBING

P-107 KU-472118-2I-P-107 AREA B - ENLARGED FLOOR PLAN - PLUMBING

P-108 KU-472118-2I-P-108 AREA C - ENLARGED FLOOR PLAN - PLUMBING

P-601 KU-472118-2I-P-601 PLUMBING RISERS

P-602 KU-472118-2I-P-602 PLUMBING RISERS

P-603 KU-472118-2I-P-603 PLUMBING RISERS

P-604 KU-472118-2I-P-604 PLUMBING RISERS

P-605 KU-472118-2I-P-605 PLUMBING RISERS

P-606 KU-472118-2I-P-606 PLUMBING RISERS

MECHANICAL

M-001 KU-472118-2I-M-001 HVAC SYMBOLS LEGEND AND GENERAL NOTES

M-101 KU-472118-2I-M-101 AIRCRAFT PARKING SHELTERS - COMPOSITE FLOOR PLAN -

MECHANICAL

M-102 KU-472118-2I-M-102 AIRCRAFT PARKING SHELTERS - AREA A ENLARGED FLOOR PLAN -

MECHANICAL

M-103 KU-472118-2I-M-103 AIRCRAFT PARKING SHELTERS - AREA B ENLARGED FLOOR PLAN -

MECHANICAL

M-104 KU-472118-2I-M-104 AIRCRAFT PARKING SHELTERS - AREA C ENLARGED FLOOR PLAN -

MECHANICAL

M-301 KU-472118-2I-M-301 ENLARGED PLANS & SECTIONS

M-302 KU-472118-2I-M-302 ENLARGED PLANS & SECTIONS

M-303 KU-472118-2I-M-303 ENLARGED PLANS & SECTIONS

M-501 KU-472118-2I-M-501 HVAC DETAILS

M-601 KU-472118-2I-M-601 HVAC AIRFLOW SCHEMATICS

M-621 KU-472118-2I-M-621 2 REVISED IAW AMENDMENT 0002 HVAC SCHEMATICS AND CONTROLS

M-641 KU-472118-2I-M-641 2 REVISED IAW AMENDMENT 0002 HVAC SCHEDULES

E V

D I A

W A

M E

N D

M E

N T

U N

E V

D I A

W A

M E

N D

M E

N T

U N

INDEX OF DRAWINGS

NUMBERING SYSTEM:

XX100

DISCIPLINE:

C - CIVIL

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

DISCIPLINE MODIFIER

REFER TO A/E/C CAD STANDARD

FOR SHEET NUMBERINGSTANDARDS

SHEET NUMBER WITHIN SERIES

US Army Corps of Engineers ®

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

2 3 4 5 6 7 8 9 10

P L

O T

D A

T E

E N

A M

U S

A rm y C o rp s o f E n g in e e rs

M id d le

E a s t

D is tr ic t

C op yr ig ht

A tk in s

Li m ite d

M ill R o a d ,S u ite

A le x a n d ri a ,V

T e l:

F a x w w w .a tk in s g lo b a l.c o m

D A

T E

M A

R K

D E

S C

:5 A

G-025

E X

S T

A N

D A

R D

D E

T A

A L J

A B

E R

B A

S E

U W

K U

W A

-1 E

/F S

U P

E R

H O

R N

E T

P R

O G

R A

P H

A S

E I

D E

K U

-4

-2

F .K

A Y

C L

R A

F T

S H

E L T

E R

E N

C L

O S

E D

A C

Y I

A N

D F

A C

Y O

G -0

M .F

O R

M A

Y .Y

S E

W E

L L

O C

K U

-4

-2

CLIN 4 - STANDARD DETAILS - INDEX OF DRAWINGS

SHT. REF.

NO. FILE NO.

REVISIONS

TITLE

Current Revision AM/COP NO.

STRUCTURAL DETAILS

SS-501 KU-472118-2$-SS-501 2 REVISED IAW AMENDMENT 0002 TYPICAL FOUNDATION DETAILS

SS-502 KU-472118-2$-SS-502 MBS FOUNDATION DETAILS

SS-503 KU-472118-2$-SS-503 TYPICAL CONCRETE DETAILS

SS-504 KU-472118-2$-SS-504 2 REVISED IAW AMENDMENT 0002 TYPICAL CONCRETE DETAILS

SS-505 KU-472118-2$-SS-505 2 REVISED IAW AMENDMENT 0002 TYPICAL CONCRETE DETAILS

SS-506 KU-472118-2$-SS-506 2 REVISED IAW AMENDMENT 0002 TYPICAL CONCRETE DETAILS

SS-507 KU-472118-2$-SS-507 2 REVISED IAW AMENDMENT 0002 TYPICAL MASONRY DETAILS

SS-508 KU-472118-2$-SS-508 2 REVISED IAW AMENDMENT 0002 TYPICAL MASONRY DETAILS

SS-509 KU-472118-2$-SS-509 LARGE MECHANICAL SCREEN WALL DETAILS

SS-601 KU-472118-2$-SS-601 TYPICAL SCHEDULES & DETAILS

SS-602 KU-472118-2$-SS-602 TYPICAL SCHEDULES & DETAILS

ARCHITECTURE DETAILS

SA-521 KU-472118-2$-SA-521 SECTION DETAILS

SA-550 KU-472118-2$-SA-550 DOOR DETAILS

SA-560 KU-472118-2$-SA-560 LOUVER DETAILS

SA-580 KU-472118-2$-SA-580 2 REVISED IAW AMENDMENT 0002 INTERIORS DETAILS

SA-582 KU-472118-2$-SA-582 EXTERIOR DETAILS-ROOF

SA-583 KU-472118-2$-SA-583 EXTERIOR DETAILS

INTERIOR DESIGN DETAILS

SI-501 KU-472118-2$-SI-501 TYPICAL SIGNAGE DETAILS

PLUMBING DETAILS

SP-501 KU-472118-2$-SP-501 STANDARD PLUMBING DETAILS

SP-502 KU-472118-2$-SP-502 STANDARD PLUMBING DETAILS

SP-503 KU-472118-2$-SP-503 STANDARD PLUMBING DETAILS

SP-504 KU-472118-2$-SP-504 STANDARD PLUMBING DETAILS

ELECTRICAL DETAILS

SE-501 KU-472118-2$-SE-501 3 REVISED IAW AMENDMENT 0003 ELECTRICAL STANDARD DETAILS SHEET 1

SE-502 KU-472118-2$-SE-502 ELECTRICAL STANDARD DETAILS SHEET 2

SE-503 KU-472118-2$-SE-503 ELECTRICAL STANDARD DETAILS SHEET 3

SE-504 KU-472118-2$-SE-504 2 REVISED IAW AMENDMENT 0002 ELECTRICAL STANDARD DETAILS SHEET 4

TELECOMMUNICATIONS DETAILS

ST-501 KU-472118-2$-ST-501 2 REVISED IAW AMENDMENT 0002 TELECOMMUNICATIONS DETAILS

E V

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M E

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D I A

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DELETED

SHEET LEGEND

CX_SDXX

PROP STORM PIPE

EX STORM PIPE (CLIN 1A)

PROP TRENCH DRAIN

PROP CATCH BASIN

PROP STORM MANHOLE

PROP STORM FLARED END SECTION

STORM STRUCTURE LABEL (CLIN

NUMBER_STRUCTURE NUMBER)

DIRECTION SURFACE FLOW ARROW

SPOT ELEVATION

EX MAJOR CONTOUR

EX MINOR CONTOUR

PROP MAJOR CONTOUR

PROP MINOR CONTOUR

ASPHALT SHOULDER PAVEMENT

APRON CONCRETE PAVEMENT

121.250

121.25

GENERAL SHEET NOTES

1. INLET PROTECTION SHALL BE INSTALLED AT ALL DRAINAGE

STRUCTURES DURING CONSTRUCTION.

2. SPOT ELEVATION SHOWN ON TOP OF STORM INLET STRUCTURES

DENOTE TOP OF GRATE ELEVATION.

3. SPOT ELEVATION SHOWN ON TOP OF MANHOLE STRUCTURES

DENOTE RIM ELEVATION.

4. EX STORM LINES, EX CATCH BASINS, EX MANHOLES, EX FLARED

END SECTIONS, AND EX DETENTION BASIN WILL BE

CONSTRUCTED IN CLIN 1A AND ARE SHOWN AS EXISTING HERE

BASED ON THE CLIN 1A DESIGN DRAWINGS.

5. STORMWATER PIPES FROM 75 TO 200 PIPE SIZE DIAMETER SHALL

BE UPVC, FROM 250 TO 700 SHALL BE UNREINFORCED CONCRETE,

AND LARGER THAN 700 SHALL BE RCP.

6. ALL DRAINAGE AND UTILITY STRUCTURES LOCATED WITHIN THE

AIRCRAFT PARKING APRON AND SHOULDERS SHALL BE

DESIGNED TO WITHSTAND A WHEEL LOAD OF 22,667 KG AT A

CONTACT PRESSURE OF 1,724 KPA AND SHALL HAVE BOLTED

DOWN LIDS.

7. REFER TO DETAIL D3 "ROOF DRAIN LAYOUT PLAN" ON SHEET

CG502 FOR ADDITIONAL ROOF DRAINAGE STRUCTURES

INFORMATION.

8. THE OVERALL SITE DEMOLITION AND INITIAL GRADING ARE TO BE

PERFORMED AS PART OF DESIGN PACKAGE 1A (DESIGN CLIN 1A)

BY OTHERS AS INDICATED ON SITE PLANS. FINAL GRADING AND

ANY INCIDENTAL DEMOLITION THAT WAS NOT IDENTIFIED AS

PART OF DESIGN PACKAGE 1A (DESIGN CLIN 1A) BY OTHERS TO

BE PERFORMED AS PART OF DESIGN PACKAGE 4 (DESIGN CLIN 4)

AS INDICATED.

121.250

DG LV E DG LV E DG LV E DG LV E DG LV E

N E

L V

N E

NEW LV E NEW LV E NEW LV E

N E

NEW LV E NEW LV E NEW LV E NEW LV E

N E

NEW LV E NEW LV E NEW LV E NEW LV E

N E

NEW LV E

N E

NEW LV E

N E

DG LV EDG LV EDG LV EDG LV EDG LV EDG LV EDG LV EDG LV EDG LV E

E E

D E

P T

H m

A S

P H

R E

W W W W W W W W W W W W W W W W W W W W W W

W W

WWW

F F

S S

AFFF AFFF AFFF AFFF AFFF AFFF AFFF AFFF AFFF AFFF

AFFFAFFFAFFFAFFFAFFFAFFFAFFFAFFFAFFFAFFFAFFF

F F F F F F F F F F F F F F F F F F F F F F F

F F

FFFFFFFFFFFFFFFFFFFFFFF

F F

SSS

F F

W W

F F

SANSANSANSANSANSAN

W W

F F

FFF

WW WWWWWW

L O

A D

I N

R E

L O

A D

I N

R E

S S

SSSS

WEST

MECH YARD

EAST

MECHANICAL

YARD

EAST

MECHANICAL

YARD

C4_SD23

28.168m - 375 CONC @ 0.50%

9.560m - 200 UPVC @ 0.51%

9.749m - 200 UPVC @ 0.50%

5.809m - 200 UPVC @ 0.49%

9.921m - 200 UPVC @ 0.51%

CORROSION CONTROL HANGAR

(CLIN 5)

FFE = 121.500

D D

C4_SD28

7.281m - 200 UPVC @ 0.49%

7.528m - 200 UPVC @ 0.50%

C4_SD22

121.717

AIRCRAFT SHELTERS

(FACILITY O)

FFE = 121.700

AIRCRAFT PARKING APRON

(FACILITY H)

ORGANIZATIONAL LEVEL

MAINTENANCE HANGAR

(CLIN 5)

FFE = 121.500

(TYP)

121.25

121.50

(TYP)

CBCB

D D

1 1 1 1

C4_SD26

C4_SD25C4_SD20

C4_SD10

C4_SD39

C4_SD27

C4_SD33

20.478m - 600 CONC @ 0.43%

37.741m - 600 CONC @ 0.55%

.0 m

O N

5.273m - 200 UPVC @ 0.50%

4.702m - 200 UPVC @ 0.51%

10.362m - 200 UPVC @ 0.46%

52.119m - 375 CONC @ 0.50%

8.400m - 450 CONC @ 0.50%

9.568m - 200 UPVC @ 0.51%

9.570m - 200 UPVC @ 0.50%

37.738m - 450 CONC @ 0.50%

8.258m - 450 CONC @ 0.50%

9.713m - 200 UPVC @ 0.50%

47.700m - 450 CONC @ 0.50%

6.469m - 150 UPVC @ 0.50%

12.310m - 375 CONC @ 0.44%

121.125

121.092

120.806

120.778121.273121.278121.279121.275121.279

121.361

121.461

121.557

121.648

121.361

121.461

121.561 121.561

121.461

121.361

121.561

121.461

121.361 121.183121.355

121.455

121.555

121.655 121.543

121.393

121.263

121.059

120.935

120.931

121.331

121.471

121.558

121.533

121.516121.572

121.481121.472121.462121.462

121.297

120.895

120.915ME

120.946ME

120.804ME

121.026ME

121.193ME

121.366ME

121.464ME

121.543ME

6.575m - 375 CONC @ 0.44%

6.765m - 375 CONC @ 0.47%

6.969m - 375 CONC @ 0.43%

39.478m - 750 RCP @ 0.50%

121.292121.297121.297

C4_SD29

C4_SD14

C4_SD44

C4_SD59

10.014m - 200 UPVC @ 0.50%

54.609m - 450 CONC @ 0.50%

9.675m - 450 CONC @ 0.50%

8.525m - 375 CONC @ 0.50%

43.076m - 375 CONC @ 0.50%

10.441m - 375 CONC @ 0.50%

10.085m - 375 CONC @ 0.54%

7.299m - 150 UPVC @ 0.50%

6.473m - 375 CONC @ 0.50%

C4_SD38

C4_SD62

C4_SD37

C4_SD35 C4_SD36

C4_SD32

121.700

TOS = 121.800

121.700

TOS = 121.800

121.700

6.823m - 200 UPVC @ 0.50%

TRENCH DRAIN NORTH (TYP)

C4_SD34

C4_SD21

121.278

121.251

SHEET KEYNOTES

CONNECT TO ROOF DRAIN, SEE PLUMBING PLANS

UNDERGROUND STORM OIL / WATER SEPARATOR, 15,142 L/MIN

MATCH EXISTING GRADE

NOT USED

TRENCH DRAIN, 400mm CHANNEL, 1.0% SLOPED WITH GRATE

STORM DRAIN HIGH WATER BYPASS MANHOLE

CG504

MECHANICAL YARD 1

L O

A D

A R

E A

MECH

YARD 2

S T

O P

US Army Corps of

Engineers ®

SHEET ID

B E

U W

A I T

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

I S

S U

A T

C O

N T

R A

S O

L I C

I T

A T

I O

2 3 4 5 6 7 8 9 10

K U

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U P

N E

R O

G R

H A

E S

I G

K U

File Path:

Plot Date:

M A

R K

D E

S C

R I P

T I O

P L

F I L

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A M

C L

I R

C R

A F

A R

K I N

P R

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U r m y

C o r p s o f

E n g i n e e r s

M i d d l e

E a s t

D i s t r i c t

C o p y r i g h t

A t k i n s

L i m i t e d

M i l l

R o a d S u i t e

A l e x a n d r i a V

T e l

F a x w w w a t k i n s g l o b a l c o m

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

K U

G d w g

CG112

D A

T E

KEY PLAN

DIM. NOTE & NORTH

GRAPHIC SCALE

U P

E R

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I S

M E

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M E

J U

G R

A D

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A G

L A

H E

MATCH LINE

SHEET CG114

M A

T C

I N

S H

E E

1:400

40m8m 32m24m16m

E L

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E L

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A N

Z A

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A Y

PLAN NORTH

PIPE TABLE: STORM DRAINAGE

STRUCTURE TO STRUCTURE

TO C4_SD07

TO C4_SD08

TO C4_SD09

TO C4_SD11

TO C4_SD12

TO C4_SD13

TO C4_SD18

TO C4_SD19

TO C4_SD20

TO C4_SD22

TO C4_SD25

TO C4_SD26

TO C4_SD51

TO C4_SD52

TO C4_SD53

TO C4_SD54

C4_M01 TO C4_SD61

C4_M02 TO C4_SD65

C4_M03 TO C4_SD50

C4_M04 TO C4_SD16

C4_M05 TO C4_SD59

C4_M06 TO C4_SD64

C4_R01 TO C4_SD28

C4_R02 TO C4_SD30

C4_R03 TO C4_R23

C4_R04 TO C4_SD27

C4_R05 TO C4_SD27

C4_R06 TO C4_SD48

C4_R07 TO C4_SD45

C4_R08 TO C4_SD17

C4_R09 TO C4_SD14

C4_R10 TO C4_SD36

C4_R11 TO C4_SD10

C4_R12 TO C4_SD10

C4_R13 TO C4_SD42

C4_R14 TO C4_SD59

C4_R16 TO C4_SD40

C4_R17 TO C4_SD41

C4_R18 TO C4_SD46

C4_R19 TO C4_SD47

C4_R20 TO C4_SD43

C4_R21 TO C4_SD66

C4_R22 TO C4_SD68

C4_R23 TO C4_SD32

SIZE

375mm

150mm

200mm

150mm

200mm

150mm

200mm

150mm

200mm

150mm

200mm

MATERIAL

CONC

UPVC

LENGTH

2.742m

2.737m

6.565m

6.567m

6.575m

6.969m

6.765m

47.741m

25.409m

6.734m

6.567m

2.737m

6.469m

7.299m

2.543m

5.741m

5.226m

2.587m

7.281m

5.809m

10.362m

9.921m

5.093m

5.278m

5.980m

5.880m

7.528m

9.560m

9.749m

5.191m

9.570m

10.014m

9.599m

9.510m

5.826m

5.754m

9.568m

3.481m

3.063m

4.702m

SLOPE

0.46%

0.44%

0.43%

0.47%

0.46%

0.50%

0.42%

0.44%

0.46%

0.50%

0.49%

0.46%

0.51%

0.52%

0.50%

1.07%

0.50%

0.51%

0.50%

0.51%

0.50%

0.51%

0.50%

1.00%

0.51%

0.50%

0.51%

INV START

119.829m

119.840m

119.420m

119.789m

119.840m

119.829m

120.900m

120.336m

120.900m

120.850m

120.900m

120.850m

120.900m

120.850m

120.900m

120.850m

120.803m

INV END

119.816m

119.811m

119.810m

119.808m

119.199m

119.662m

119.811m

119.816m

120.868m

120.299m

120.887m

120.871m

120.824m

120.887m

120.814m

120.821m

120.803m

120.800m

120.824m

120.836m

120.871m

120.812m

120.802m

120.801m

120.824m

120.802m

120.800m

120.801m

120.802m

120.842m

120.821m

120.802m

120.833m

120.835m

120.779m

PIPE CLASS

CLASS IV

TRENCH

-N/A-

CLASS 3

-N/A-

TRENCH

C5_SD02

C5_SD14

CLASS 3

STRUCTURE TO STRUCTURE

C4_R24 TO C4_SD38

C4_R25 TO C4_SD37

C4_R26 TO C4_SD35

C4_R27 TO C4_SD34

C4_R28 TO C4_SD60

C4_R29 TO C4_SD49

C4_SD03 TO

C4_SD03 TO OWS_IN

C4_SD04 TO C4_SD03

C4_SD05 TO C4_SD04

C4_SD07 TO C4_SD05

C4_SD08 TO C4_SD11

C4_SD09 TO C4_SD08

C4_SD10 TO C4_SD39

C4_SD11 TO C4_SD07

C4_SD12 TO C4_SD54

C4_SD13 TO C4_SD12

C4_SD14 TO C4_SD62

C4_SD15 TO C4_SD16

C4_SD16 TO C4_SD57

C4_SD17 TO C4_SD15

C4_SD18 TO C4_SD51

C4_SD19 TO C4_SD18

C4_SD20 TO C4_SD52

C4_SD21 TO C4_SD28

C4_SD22 TO C4_SD25

C4_SD23 TO C4_SD26

C4_SD24 TO C4_SD17

C4_SD25 TO C4_SD20

C4_SD25 TO C5_SD14

C4_SD26 TO C4_SD22

C4_SD26 TO C5_SD02

C4_SD27 TO C4_SD44

C4_SD28 TO C4_SD29

C4_SD29 TO C4_SD65

C4_SD30 TO C4_SD21

C4_SD32 TO C4_SD33

C4_SD33 TO C4_SD27

C4_SD34 TO C4_SD30

C4_SD35 TO C4_SD36

C4_SD36 TO C4_SD62

C4_SD37 TO C4_SD35

C4_SD38 TO C4_SD37

C4_SD39 TO C4_SD38

C4_SD40 TO C4_SD55

SIZE

200mm

150mm

1200mm

600mm

1200mm

750mm

600mm

450mm

600mm

450mm

375mm

450mm

375mm

750mm

375mm

600mm

375mm

600mm

375mm

450mm

375mm

450mm

375mm

MATERIAL

UPVC

RCP

CONC

RCP

CONC

RCP

CONC

LENGTH

9.568m

9.570m

9.713m

5.273m

5.354m

2.160m

17.321m

4.000m

24.195m

59.287m

75.141m

40.000m

38.252m

8.993m

32.015m

40.000m

38.533m

9.675m

11.916m

11.415m

10.176m

31.280m

42.933m

39.478m

10.441m

37.741m

28.168m

9.934m

20.478m

47.741m

55.016m

25.409m

9.389m

12.310m

10.085m

43.076m

52.119m

7.952m

8.525m

8.258m

47.700m

37.738m

8.400m

54.609m

28.054m

SLOPE

0.51%

0.50%

0.30%

0.40%

0.50%

0.40%

0.50%

0.32%

0.50%

0.55%

0.50%

0.43%

0.46%

0.47%

0.50%

0.44%

0.54%

0.50%

0.53%

INV START

120.850m

120.900m

118.118m

118.191m

118.369m

118.594m

118.882m

119.035m

119.913m

118.722m

119.610m

119.810m

120.190m

120.031m

119.956m

120.082m

118.494m

118.708m

119.099m

120.467m

119.396m

119.793m

120.132m

119.188m

119.199m

119.652m

119.662m

120.065m

120.415m

120.353m

120.682m

120.362m

120.097m

120.725m

119.373m

119.330m

119.553m

119.595m

119.868m

119.941m

INV END

120.802m

120.801m

120.824m

120.823m

120.889m

118.031m

118.098m

118.118m

118.191m

118.369m

118.722m

118.882m

119.868m

118.594m

119.410m

119.617m

120.142m

119.972m

119.899m

120.031m

118.394m

118.494m

118.902m

120.415m

119.188m

119.652m

120.082m

119.099m

119.420m

119.396m

119.789m

120.018m

120.361m

120.299m

120.467m

120.102m

120.057m

120.682m

119.332m

119.091m

119.364m

119.553m

119.595m

119.793m

PIPE CLASS

CLASS IV

C1_SD02

-N/A-

CLASS 3

STRUCTURE TO STRUCTURE

C4_SD41 TO C4_SD40

C4_SD42 TO C4_SD41

C4_SD43 TO C4_SD42

C4_SD44 TO C4_SD59

C4_SD45 TO C4_SD24

C4_SD46 TO C4_SD45

C4_SD47 TO C4_SD33

C4_SD48 TO C4_SD47

C4_SD49 TO C4_SD50

C4_SD50 TO C4_SD15

C4_SD51 TO C4_SD04

C4_SD52 TO C4_SD19

C4_SD53 TO C4_SD09

C4_SD54 TO C4_SD53

C4_SD55 TO C4_SD56

C4_SD57 TO C4_SD58

C4_SD58 TO C4_SD55

C4_SD59 TO C4_SD10

C4_SD60 TO C4_SD61

C4_SD61 TO C4_SD29

C4_SD62 TO C4_SD63

C4_SD64 TO C4_SD66

C4_SD65 TO C4_SD14

C4_SD66 TO C4_SD44

C4_SD68 TO C4_SD44

OWS_OUT TO C4_SD01

SIZE

375mm

450mm

375mm

150mm

200mm

750mm

600mm

450mm

375mm

450mm

200mm

600mm

150mm

375mm

200mm

600mm

MATERIAL

CONC

UPVC

RCP

CONC

UPVC

CONC

UPVC

CONC

UPVC

CONC

LENGTH

10.118m

36.634m

7.830m

12.609m

40.300m

12.161m

47.083m

9.728m

0.978m

3.277m

60.982m

38.663m

42.748m

39.000m

66.033m

6.443m

14.852m

7.049m

1.223m

2.041m

75.647m

1.352m

6.473m

1.617m

6.823m

12.954m

SLOPE

0.50%

0.32%

0.50%

0.42%

0.50%

0.54%

0.50%

INV START

119.984m

120.167m

120.627m

120.011m

120.333m

120.617m

120.332m

120.824m

120.889m

120.887m

118.394m

118.902m

119.215m

119.410m

119.793m

119.899m

119.867m

119.948m

120.823m

120.817m

119.084m

120.887m

120.299m

120.833m

120.835m

117.812m

INV END

119.933m

119.984m

120.588m

119.948m

120.132m

120.556m

120.097m

120.775m

120.884m

120.871m

118.199m

118.708m

119.035m

119.215m

119.463m

119.867m

119.793m

119.913m

120.817m

120.806m

118.706m

120.880m

120.267m

120.825m

120.801m

117.747m

PIPE CLASS

CLASS IV

-N/A-

CLASS 3

-N/A-

CLASS 3

-N/A-

CLASS 3

-N/A-

US Army Corps of

Engineers ®

SHEET ID

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L i m i t e d

M i l l

R o a d S u i t e

A l e x a n d r i a V

T e l

F a x w w w a t k i n s g l o b a l c o m

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

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C A

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SCALE: NTS

STORM PIPES SCHEDULE

NOTE: ALL PIPES SHALL BE INSTALLED WITH BEDDING TYPE II

UNLESS OTHERWISE NOTED.

C O

N T

A I N

E R

GATE

STEEL PLATFORM

L G

R m m

DEPTH 1.30m

CONCRETE BARRIER

BARBED WIRE FENCE H-1.60xW-2.00m

FENCE H-2.75m

E m

P m

L O

A D

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L O

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S T

O P

S S

WEST

MECH YARD

EAST

MECHANICAL

YARD

EAST

MECHANICAL

YARD

WEST

MECHANICAL

YARD

7.500 m

15.240 m

7.500 m

45.724 m

29.121 m45.720 m m

AIRFRAMES SHOP

(CLIN 8)

FFE=121.660

VEHICLE PARKING

SHELTER

(CLIN 5)

CORROSION CONTROL

HANGAR

(CLIN 5)

FFE=121.500

ORGANIZATIONAL LEVEL

MAINTENANCE HANGAR

(CLIN 5)

FFE=121.500

TAXIWAY JULIET

7.500 m

140.600 m

ENGINE SHOP

(CLIN 7)

FFE=120.750

DETENTION BASIN #1

(CLIN 1A)

(TYP)

FUTURE WASH

RACK (NIC)

TANKS AND

PUMP HOUSE

(CLIN 1A)

AIRCRAFT SHELTERS

ENCLOSED

(FACILITY O)

FFE=121.700

AIRCRAFT SHELTERS

ENCLOSED

(FACILITY I)

FFE=121.700

AIRCRAFT PARKING APRON

(FACILITY H)

AIRCRAFT PARKING APRON

(FACILITY H)

15.240 m

140.600 m m

45.724 m

45.720 m

30.200 m

7.500 m

3.650 m

ELECTRICAL

SUBSTATION

(CLIN 1B)

FFE=121.147

(TYP)

FIRE LANE (CLIN 1A)

F I R

L A

F I R

L A

7.500 m m m

DETENTION BASIN #2

(CLIN 1A)

SHEET LEGEND

GENERAL SHEET NOTES

ASPHALT SHOULDER

CONCRETE APRON

BUILDING FOOTPRINT

1. THIS APRON CONCRETE PAVEMENT SHALL EXTEND UNTIL THE

DEPICTED LINE TO TIE INTO DESIGN PACKAGE 5 (DESIGN CLIN 5)

PAVEMENT. ANY APRON CONCRETE PAVEMENT WORK BEYOND

THIS LINE, SHALL BE CONSTRUCTED BY OTHERS UNDER DESIGN

PACKAGE 5 (DESIGN CLIN 5).

CS501

ASPHALT TIE IN

CS501

SHEET KEYNOTES

1 APRON CONCRETE PAVEMENT

2 PAVEMENT MARKING (REFER TO SHEETS CP161 - CP164)

3 SECURITY FENCE (REFER TO CLIN 5)

4 TRENCH DRAIN (SEE CG SHEETS)

5 ASPHALT SHOULDER

6 TIE TO CLIN 5 PAVEMENT

CS501

MECHANICAL YARD 1

L O

A D

A R

E A

MECH

YARD 2

S T

O P

US Army Corps of

Engineers ®

SHEET ID

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E n g i n e e r s

M i d d l e

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C o p y r i g h t t k i n s

L i m i t e d

M i l l

R o a d S u i t e

A l e x a n d r i a V

T e l

F a x w w w a t k i n s g l o b a l c o m

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

K U

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CS101

D A

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KEY PLAN

DIM. NOTE & NORTH

GRAPHIC SCALE

U P

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1:1000

100m20m 80m60m40m

PLAN NORTH

O P

S S

S S S S S

S S

SSSSSS

S S S S

WEST

MECHANICAL

YARD

(TYP)

AIRFRAMES SHOP (CLIN 8)

FFE = 121.20

ORGANIZATIONAL LEVEL

MAINTENANCE HANGAR

(CLIN 5)

FFE = 121.500

AIRCRAFT SHELTERS

(FACILITY I)

FFE = 121.700

AIRCRAFT PARKING APRON

(FACILITY H)

DETENTION BASIN #1

(CLIN 1A)

TANKS AND

PUMP HOUSE

(CLIN 1A)

7.500 m 45.720 m 140.600 m

45.720 m

7.500 m m

(TYP)

N: 10514821.0403

E: 2533246.2251

N: 10514771.4996

E: 2533160.4181

N: 10514372.0142

E: 2533391.0611

N: 10514421.5548

E: 2533476.8681

9 9 9 9 9

R20.000 m

GUARD

HOUSE

SHEET LEGEND

SHEET KEYNOTES

SECURITY FENCE (REFER TO CLIN 5)

PAVEMENT MARKING (REFER TO SHEETS CP161 - CP164)

ASPHALT SHOULDER

TIE TO CLIN 5 PAVEMENT

ASPHALT SHOULDER PAVEMENT

APRON CONCRETE PAVEMENT

BUILDING FOOTPRINT

TRENCH DRAIN (SEE CG SHEETS)

APRON CONCRETE PAVEMENT

7 CONCRETE EQUIPMENT PAD

8 ASPHALT TO CONCRETE PAVEMENT TIE IN

9 ANTI RAM PASSIVE BOLLARD

CS501

ASPHALT TIE IN

CS501

GENERAL SHEET NOTES

1. THIS APRON CONCRETE PAVEMENT SHALL EXTEND UNTIL THE

DEPICTED LINE TO TIE INTO DESIGN PACKAGE 5 (DESIGN CLIN 5)

PAVEMENT. ANY APRON CONCRETE PAVEMENT WORK BEYOND

THIS LINE, SHALL BE CONSTRUCTED BY OTHERS UNDER DESIGN

PACKAGE 5 (DESIGN CLIN 5).

CONCRETE SLAB ON GRADE (REFER TO SHEETS SS-111 - SS-113)

SS-505

MECHANICAL YARD 1

L O

A D

A R

E A

MECH

YARD 2

S T

O P

US Army Corps of

Engineers ®

SHEET ID

B E

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A t k i n s

L i m i t e d

M i l l

R o a d S u i t e

A l e x a n d r i a V

T e l

F a x w w w a t k i n s g l o b a l c o m

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

K U

S d w g

CS111

D A

T E

KEY PLAN

DIM. NOTE & NORTH

GRAPHIC SCALE

U P

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MATCH LINE

SHEET CS113

M A

T C

I N

S H

E E

1:400

40m8m 32m24m16m

E L

E Z

A N

Z A

A P

I N

O S

A Y

PLAN NORTH

A D

I N

R E

L O

A D

I N

R E

S S

SSSS

WEST

MECH YARD

EAST

MECHANICAL

YARD

EAST

MECHANICAL

YARD

E E

D E

P T

H m

A S

P H

FUTURE WASH RACK

(NIC)

CORROSION CONTROL HANGAR

(CLIN 5)

FFE = 121.500

AIRCRAFT SHELTERS

(FACILITY O)

FFE = 121.700

ORGANIZATIONAL LEVEL

MAINTENANCE HANGAR

(CLIN 5)

FFE = 121.500

15.240 m 140.600 m 29.121 m

45.720 m

AIRCRAFT PARKING APRON

(FACILITY H)

7.500 m

(TYP)

29.121 m

N: 10514378.2536

E: 2533501.8681

N: 10514328.7129

E: 2533416.0611

N: 10513929.2274

E: 2533646.7042

N: 10513978.7681

E: 2533732.5111

9 9 9 9

SHEET LEGEND

SHEET KEYNOTES

SECURITY FENCE (REFER TO CLIN 5)

PAVEMENT MARKING (REFER TO SHEETS CP161 - CP164)

ASPHALT SHOULDER

TIE TO CLIN 5 PAVEMENT

ASPHALT SHOULDER PAVEMENT

APRON CONCRETE PAVEMENT

BUILDING FOOTPRINT

TRENCH DRAIN (SEE CG SHEETS)

APRON CONCRETE PAVEMENT

7 CONCRETE EQUIPMENT PAD

8 ASPHALT TO CONCRETE PAVEMENT TIE IN

9 ANTI RAM PASSIVE BOLLARD

CS501

ASPHALT TIE IN

CS501

GENERAL SHEET NOTES

1. THIS APRON CONCRETE PAVEMENT SHALL EXTEND UNTIL THE

DEPICTED LINE TO TIE INTO DESIGN PACKAGE 5 (DESIGN CLIN 5)

PAVEMENT. ANY APRON CONCRETE PAVEMENT WORK BEYOND

THIS LINE, SHALL BE CONSTRUCTED BY OTHERS UNDER DESIGN

PACKAGE 5 (DESIGN CLIN 5).

CONCRETE SLAB ON GRADE (REFER TO SHEETS SS-111 - SS-113)

SS-505

MECHANICAL YARD 1

L O

A D

A R

E A

MECH

YARD 2

S T

O P

US Army Corps of

Engineers ®

SHEET ID

B E

U W

A I T

D R

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N E

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Plot Date:

M A

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C o r p s o f

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M i d d l e

E a s t

D i s t r i c t

C o p y r i g h t

A t k i n s

L i m i t e d

M i l l

R o a d S u i t e

A l e x a n d r i a V

T e l

F a x w w w a t k i n s g l o b a l c o m

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

K U

S d w g

CS112

D A

T E

KEY PLAN

DIM. NOTE & NORTH

GRAPHIC SCALE

U P

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M E

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M E

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MATCH LINE

SHEET CS114

M A

T C

I N

S H

E E

1:400

40m8m 32m24m16m

PLAN NORTH

E L

E Z

A N

Z A

A P

I N

O S

A Y

TAXIWAY JULIET

AIRCRAFT PARKING APRON

(FACILITY H)

(TYP)

7.500 m

R m

7.620 m7.620 m

SHEET LEGEND

SHEET KEYNOTES

SECURITY FENCE (REFER TO CLIN 5)

PAVEMENT MARKING (REFER TO SHEETS CP161 - CP164)

ASPHALT SHOULDER

TIE TO CLIN 5 PAVEMENT

ASPHALT SHOULDER PAVEMENT

APRON CONCRETE PAVEMENT

BUILDING FOOTPRINT

TRENCH DRAIN (SEE CG SHEETS)

APRON CONCRETE PAVEMENT

7 CONCRETE EQUIPMENT PAD

8 ASPHALT TO CONCRETE PAVEMENT TIE IN

9 ANTI RAM PASSIVE BOLLARD

CS501

ASPHALT TIE IN

CS501

GENERAL SHEET NOTES

1. THIS APRON CONCRETE PAVEMENT SHALL EXTEND UNTIL THE

DEPICTED LINE TO TIE INTO DESIGN PACKAGE 5 (DESIGN CLIN 5)

PAVEMENT. ANY APRON CONCRETE PAVEMENT WORK BEYOND

THIS LINE, SHALL BE CONSTRUCTED BY OTHERS UNDER DESIGN

PACKAGE 5 (DESIGN CLIN 5).

CONCRETE SLAB ON GRADE (REFER TO SHEETS SS-111 - SS-113)

SS-505

MECHANICAL YARD 1

L O

A D

A R

E A

MECH

YARD 2

S T

O P

US Army Corps of

Engineers ®

SHEET ID

B E

U W

A I T

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

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M A

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P R

O N m y

C o r p s o f

E n g i n e e r s

M i d d l e

E a s t

D i s t r i c t

C o p y r i g h t

A t k i n s

L i m i t e d

M i l l

R o a d S u i t e

A l e x a n d r i a V

T e l

F a x w w w a t k i n s g l o b a l c o m

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

K U

S d w g

CS113

D A

T E

KEY PLAN

DIM. NOTE & NORTH

GRAPHIC SCALE

U P

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M E

N D

M E

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MATCH LINE

SHEET CS111

M A

T C

I N

S H

E E

1:400

40m8m 32m24m16m

PLAN NORTH

E L

E Z

A N

Z A

A P

I N

O S

A Y

E E E

E E E E E E E E E E

E E

E E E E E E E E E E E E E E E E E

E E E E E E

E E E

E E E E E E E E E

E E

L G

ASPHALT ROAD

TAXI WAY

DEPTH 0.40m

DEPTH 0.50m

DEPTH 0.75m

123.10

123.00 122.94

122.91

123.08 123.02

122.94 122.90

122.88

122.6

122.72122.55

122.91122.93 122.95122.97123.00123.03123.04123.09

123.16

TAXIWAY JULIET

AIRCRAFT PARKING APRON

(FACILITY H)

m m

(TYP)

7.500 m

R20.000 m

R11.500 m R11.500 m

(TYP)

SHEET LEGEND

SHEET KEYNOTES

SECURITY FENCE (REFER TO CLIN 5)

PAVEMENT MARKING (REFER TO SHEETS CP161 - CP164)

ASPHALT SHOULDER

TIE TO CLIN 5 PAVEMENT

ASPHALT SHOULDER PAVEMENT

APRON CONCRETE PAVEMENT

BUILDING FOOTPRINT

TRENCH DRAIN (SEE CG SHEETS)

APRON CONCRETE PAVEMENT

7 CONCRETE EQUIPMENT PAD

8 ASPHALT TO CONCRETE PAVEMENT TIE IN

9 ANTI RAM PASSIVE BOLLARD

CS501

ASPHALT TIE IN

CS501

GENERAL SHEET NOTES

1. THIS APRON CONCRETE PAVEMENT SHALL EXTEND UNTIL THE

DEPICTED LINE TO TIE INTO DESIGN PACKAGE 5 (DESIGN CLIN 5)

PAVEMENT. ANY APRON CONCRETE PAVEMENT WORK BEYOND

THIS LINE, SHALL BE CONSTRUCTED BY OTHERS UNDER DESIGN

PACKAGE 5 (DESIGN CLIN 5).

CONCRETE SLAB ON GRADE (REFER TO SHEETS SS-111 - SS-113)

SS-505

MECHANICAL YARD 1

L O

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MECH

YARD 2

S T

O P

US Army Corps of

Engineers ®

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UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

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CS114

D A

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KEY PLAN

DIM. NOTE & NORTH

GRAPHIC SCALE

U P

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SHEET CS112

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1:400

40m8m 32m24m16m

PLAN NORTH

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NATIVE SOIL

300 SUBGRADE COMPACTED

TO 95% OF ASTM D1557

PORTLAND CEMENT CONCRETE (PCC)

PAVEMENT SPECS. 32 13 14.13

150 GRADED-CRUSHED

AGGREGATE BASE SPECS. 32 11 23

EXISTING SUBGRADE PROPOSED SUBGRADE

EXISTING BASE PROPOSED BASE

SAWCUT, REMOVE AND REPLACE 300mm

OF EXISTING ASPHALT PAVEMENT

PROPOSED ASPHALT PAVEMENT

EXISTING ASPHALT

PAVEMENT

NOTES:

1. PROVIDE ASPHALT SPLICE AT ALL

TRANSITIONS BETWEEN NEW AND

EXISTING PAVEMENT SECTIONS.

2. 300mm MINIMUM ASPHALT REMOVAL

MAY VARY AT THE DISCRETION OF THE

OWNER'S REPRESENTATIVE. (MAY BE

MORE BUT NOT LESS THAN 300mm).

3. RESTORE EXISTING BASE TO ORIGINAL

CONDITION OR BETTER

NATIVE SOIL

300 SUBGRADE COMPACTED TO

95% OF ASTM D1557

160 GRADED-CRUSHED AGGREGATE

BASE SPECS. 32 11 23

ASPHALT SHOULDER PAVEMENT SECTION

100 SHOULDER ASPHALT SHOULDER

SURFACE COURSE (TO BE PLACED IN TWO

50 LIFTS. TACK COAT BETWEEN LIFTS)

SPECS. 32 12 15

PAINT POST YELLOW

14DIA. TIES @ 100

FILL POST WITH

50 WIDE, BLACK REFLECTIVE

200 DIAM STEEL PIPE

GRADE

CONCRETE (Fy = MIN 250MPa)

AND ROUND TOP

TAPE PER ASTM D4956

(Fy=275 MPa MIN, TYP)

PER ASTM D4956

BOLLARD

0.19 m

0.37 m

CORNER OF

SIDEWALK/BUILDING

0.19 m

0.37 m

6-20DIA. @ 150

SET POST IN

CONCRETE

(F'c=20.5 MPa @ 28 DAYS)

0.200mTO BACK OF CURB

CURB

BOLLARD

(TYP)

0.900m

BOLLARD HORIZONTAL SPACING

(12 WALL THICK)

VARIES SEE CP100

JOINT PLANS SERIES

PORTLAND CEMENT

CONCRETE

SPECS. 32 13 14.13

25 DIA X 400 LONG @ 300 O.C.

EPOXY COATED DOWEL, TYP.

SPECS. 32 13 14.13

TAXIWAY/RUNWAY

300 SUBGRADE COMPACTED

TO 95% OF ASTM D1557

150 GRADED-CRUSHED

AGGREGATE BASE

NATIVE SUBGRADE

TACK COAT

32 12 13

125mm ASPHALT TIE-IN 32 12 15

(SHALL BE PLACED IN TWO 65MM LIFTS)

PRIME COAT

32 12 13

EXISTING BASE

1.5

DO NOT UNDERMINE

EXISTING PAVEMENT

REMOVE AND REPLACE

3650mm AT TAXIWAY

CONNECTION

EXISTING ASPHALT

225mm ASPHALT BASE COURSE 32 12 15

(SHALL BE PLACED IN THREE 75 LIFTS)

CP551

PROPOSED TAXIWAY EXISTING TAXIWAY

SAWCUT, MILL AND RESURFACE

600mm OF EXISTING ASPHALT

CP501

US Army Corps of

Engineers ®

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DIMENSIONS SHOWN ARE IN MILLIMETERS.

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NTS

TAXIWAY PAVEMENT SECTION

NTS

ASPHALT PAVEMENT SPLICE

NTS

SHOULDER PAVEMENT SECTION

NTS

ANTI RAM PASSIVE BOLLARD

CONCRETE APRON AND

ASPHALT APRON AND TAXIWAY

TRAFFIC TYPE: F-18 ONLY

NTS

TAXIWAY PAVEMENT TIE-IN DETAIL

2 3 4

5200 1500 34425 1475 8550

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-1

1 2.1 2.9

B.3

D.7

P2P3

SW1

WF1F3

F3 P3

P2P3

SW1

WF1

SW1

WF1

SW1

WF1

S W

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S W

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TYP

UNO

TYP

SIM

P2 P3

F3 P2

F3P

F3P 2F3

F2P

28502850

W F

S W

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16001400

T/ PED

ELEV: -300 TYP, UNO

T/ STEM WALL

ELEV: 0 TYP

SS-501

SS-502

5 1

450 400

450 350

5 4

175 450

250 350

T/ FDN

ELEV: -1200 TYP

T/ PED

ELEV: -150

T/ PED

ELEV: -150

T/ PED

ELEV: -150

GB1

SS-509

S im

F3 F3F3

395 2800 2064

S-401

CONTRACTOR TO COORDINATE

ALL PEDESTAL LOCATION WITH

MBS MANUFACTURER AND ARCH

(TYP)

US Army Corps of Engineers ®

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C op yr ig ht

A tk in s

Li m ite d

M ill R o a d ,S u it e

A le x a n d ri a ,V

T e l:

F a x w w w .a tk in s g lo b a l.

c o m

DIM. NOTE & NORTH

GRAPHIC SCALE

KEY PLAN

SHEET KEYNOTE

GENERAL SHEET NOTES

D A

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UNLESS OTHERWISE NOTED,

LINEAR DIMENSIONS SHOWN

ARE IN MILLIMETERS.

S-102

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PLAN NORTH

1:100

10m2m 8m6m4m0m

A B C

1 : 1001

FOUNDATION LEVEL AREA A ENLARGED PLAN

1. REFER TO GENERAL STRUCTURAL NOTES AND PROJECT

SPECIFICATIONS FOR DEFINITION OF SYMBOLS,

ABBREVIATIONS, AND OTHER INFORMATION AND

CRITERIA NOT SHOWN ON PLAN.

2. FOUNDATION SIZES INDICATED ARE BASED ON THE

SUBSURFACE RECOMMENDATIONS PROVIDED BY THE

GEOTECHNICAL ENGINEER FOR THE PROJECT. REFER TO

STRUCTURAL GENERAL NOTES FOR ADDITIONAL

INFORMATION.

3. VERIFY DIMENSIONS, ELEVATIONS, DEPRESSIONS, DRAIN

LOCATIONS, FINISHES AND LIMITS THEREOF, AND

INFORMATION NOT EXPLICITLY INDICATED ON

STRUCTURAL DRAWINGS WITH THE DRAWINGS OF

OTHER DISCIPLINES PRIOR TO CONSTRUCTION.

4. COLUMN CENTERLINES SHALL COINCIDE WITH

FOUNDATION CENTERLINES UNLESS NOTED OTHERWISE

ON PLAN, SECTIONS, AND DETAILS. CONTRACTOR TO

COORDI…

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