AM02 DRAWINGS.pdf

PDF 20 MB Posted Jul 27, 2020

Attached to: Aircraft and Flight Equipment Building, Redstone Arsenal, Alabama
Solicitation number: W9127820R0037
Issued by: Department of the Army Corps of Engineers Engineering District Mobile

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Written by GovTribe AI · Dec 27, 2023

This document provides details for a federal contract opportunity to construct an aviation test, instrumentation, and integration aircraft hangar facility at Redstone Arsenal in Alabama. The solicitation seeks a construction contract between $25-100 million to build a hangar, administrative space, hangar and aircraft parking aprons, information systems, fire protection and alarm systems, an Intrusion Detection System connection, Energy Monitoring Control Systems connection, supporting facilities including site development, utilities, lighting, paving, parking, walks, curbs, storm drainage, landscaping, signage, physical security, and anti-terrorism/force protection measures. The opportunity is issued by the Department of the Army Corps of Engineers Engineering District Mobile. The attached AM02 DRAWINGS.pdf file contains design drawings related to this solicitation for an aviation test, instrumentation, and integration aircraft hangar facility at Redstone Arsenal.

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Other files

File	Type	Posted
AM04.pdf	PDF	Aug 4, 2020
AM03 DRAWINGS.pdf	PDF	Jul 31, 2020
AM03.pdf	PDF	Jul 31, 2020
AM02.pdf	PDF	Jul 27, 2020
Redstone Aircraft PreBid Signin.pdf	PDF	Jul 21, 2020
AM01 DRAWINGS.pdf	PDF	Jul 14, 2020
AM01.pdf	PDF	Jul 14, 2020
EM 385-1-1.pdf	PDF	Jun 29, 2020
RTA Drawings VOL1.pdf	PDF	Jun 29, 2020
RTA Drawings VOL2.pdf	PDF	Jun 29, 2020
VOL4.PDF	PDF	Jun 29, 2020
VOL2.PDF	PDF	Jun 29, 2020
VOL1.PDF	PDF	Jun 29, 2020
VOL3.PDF	PDF	Jun 29, 2020

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US Army Corps of Engineers®

MOBILE DISTRICT

109 SAINT JOSEPH STREET

MOBILE AL 36602

AIRC FT AND FLIGHT EQUIPMENT BUILDING

REDSTONE ARSENAL, ALABAMA

MOBILE DISTRICT PROJECT CODE : MHY20008

SOLICITATION NUMBER: W9127820R0037

JUNE 2020

AMENDMENT NO. 0002

of Engineers

SHEET ID

U .S

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M Y

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D B

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SHEET

NUMBER SHEET TITLE

T-102 SYSTEMS PLAN - B

T-103 SYSTEMS PLAN - C

T-104 SYSTEMS PLAN - D

T-105 SYSTEMS PLAN - E

T-106 SYSTEMS PLAN - FIRE PUMP BUILDING

T-401 SYSTEMS PLANS

T-402 SYSTEMS PLANS

T-501 SYSTEMS DETAILS

T-502 SYSTEMS DETAILS

T-503 SYSTEMS DETAILS

T-504 SYSTEMS DETAILS

T-601 SYSTEMS RISERS

SHEET

NUMBER SHEET TITLE

P-119 PLUMBING - NATURAL GAS PLAN PART 'C'

P-120 PLUMBING - NATURAL GAS PLAN PART 'D'

P-121 PLUMBING - NATURAL GAS PLAN PART 'F'

P-122 PLUMBING - ROOF PLAN PART 'A'

P-123 PLUMBING - ROOF PLAN PART 'B'

P-124 PLUMBING - ROOF PLAN PART 'C'

P-125 PLUMBING - ROOF PLAN PART 'D'

P-126 PLUMBING - ROOF PLAN PART 'F'

P-171 PLUMBING - PUMP HOUSE

P-301 PLUMBING BUILDING SECTIONS

P-302 PLUMBING BUILDING SECTIONS

P-401 PLUMBING ENLARGED PLANS - ADMIN DOMESTIC WATER

P-402 PLUMBING ENGLARGED PLANS - ADMIN SANITARY SEWER &

VENT

P-501 PLUMBING - DETAILS

P-502 PLUMBING - DETAILS

P-503 PLUMBING - DETAILS

P-504 PLUMBING - DETAILS

P-901 PLUMBING - DOMESTIC WATER 3D VIEW

P-902 PLUMBING - SANITARY SEWER & VENT 3D VIEW

P-903 PLUMBING - COMPRESSED AIR 3D VIEW

P-904 PLUMBING - NATURAL GAS 3D VIEW

MECHANICAL

M-001 MECHANICAL - HVAC LEGEND

M-101 MECHANICAL - HVAC COMPOSITE FLOOR PLAN

M-102 MECHANICAL - HVAC FLOOR PLAN PART 'A'

M-103 MECHANICAL - HVAC FLOOR PLAN PART 'B'

M-104 MECHANICAL - HVAC FLOOR PLAN PART 'C'

M-105 MECHANICAL - HVAC FLOOR PLAN PART 'D'

M-106 MECHANICAL - HVAC FLOOR PLAN PART 'F'

M-171 MECHANICAL - PUMP HOUSE

M-301 MECHANICAL - HVAC BUILDING SECTION

M-501 MECHANICAL - HVAC DETAILS

M-502 MECHANICAL - HVAC DETAILS

M-503 MECHANICAL - HVAC DETAILS

M-601 MECHANICAL - HVAC SCHEDULES

M-602 MECHANICAL - HVAC SCHEDULES

M-700 MECHANICAL - HVAC CONTROLS LEGEND

M-701 MECHANICAL - HVAC CONTROLS AHU-1,2

M-702 MECHANICAL - HVAC CONTROLS EXHAUST FANS & HEATERS

M-901 MECHANICAL - HVAC 3D VIEW

MS101 MECHANICAL SPECIALTIES FLOOR PLAN & SCHEDULE

ELECTRICAL

E-001 ELECTRICAL LEGEND AND ABBREVIATIONS

ED001 ELECTRICAL DEMOLITION SITE PLAN

ED002 ELECTRICAL DEMOLITION SITE PLAN

ES001 ELECTRICAL SITE PLAN

ES002 ELECTRICAL SITE PLAN

ES501 ELECTRICAL SITE DETAILS

ES502 ELECTRICAL SITE DETAILS

ES503 ELECTRICAL SITE DETAILS

E-101 HAZARDOUS AREA CLASSIFICATION PLAN

E-102 HAZARDOUS AREA CLASSIFICATION PLAN

E-103 HAZARDOUS AREA CLASSIFICATION PLAN

EL101 LIGHTING PLAN - A

EL102 LIGHTING PLAN - B

EL103 LIGHTING PLAN - C

EL104 LIGHTING PLAN - D

EL105 LIGHTING PLAN - E

EL106 LIGHTING PLAN - FIRE PUMP BUILDING

EL501 LIGHTING SCHEDULES & DETAILS

EL502 LIGHTING DETAILS

EL503 LIGHTING DETAILS

EL504 LIGHTING CONTROL DETAILS

EP101 POWER PLAN - A

EP102 POWER PLAN - B

EP103 POWER PLAN - C

EP104 POWER PLAN - D

EP105 POWER PLAN - E

EP106 POWER PLAN - FIRE PUMP BUILDING

EP501 POWER DETAILS

EP601 POWER RISER

EP602 POWER RISERS

EP603 ELECTRICAL SINGLE LINE DIAGRAM

EP604 ELECTRICAL SCHEDULES

EP605 PANEL SCHEDULES

EP606 PANEL SCHEDULES

EP607 PANEL SCHEDULES

EP608 PANEL SCHEDULES

EP609 PANEL SCHEDULES

EP610 PANEL SCHEDULES

EG101 LIGHTNING PROTECTION & GROUNDING PLAN - A

EG102 LIGHTNING PROTECTION & GROUNDING PLAN - B

EG103 LIGHTNING PROTECTION & GROUNDING PLAN - C

EG104 LIGHTNING PROTECTION & GROUNDING PLAN - FIRE PUMP

BUILDING

EG105 LIGHTNING PROTECTION ROOF PLAN - A

EG106 LIGHTNING PROTECTION ROOF PLAN - B

EG107 LIGHTNING PROTECTION ROOF PLAN - C

EG108 LIGHTNING PROTECTION ROOF PLAN - FIRE PUMP BUILDING

EG501 LIGHTNING PROTECTION & GROUNDING DETAILS

EG502 LIGHTNING PROTECTION & GROUNDING DETAILS

EC501 CATHODIC PROTECTION DETAILS

EC502 CATHODIC PROTECTION DETAILS

EC503 CATHODIC PROTECTION DETAILS

EC504 CATHODIC PROTECTION WATER TANK DETAILS

EC505 CATHODIC PROTECTION WATER TANK DETAILS

ELECTRONIC SYSTEMS

T-001 SYSTEMS LEGEND

TD001 TELECOMMUNICATIONS DEMOLITION SITE PLAN

TD002 TELECOMMUNICATIONS DEMOLITION SITE PLAN

TS001 TELECOMMUNICATIONS SITE PLAN

TS002 TELECOMMUNICATIONS SITE PLAN

TS003 TELECOMMUNICATIONS SITE PLAN

TS501 TELECOMMUNICATIONS SITE DETAILS

TS601 TELECOMMUNICATIONS RISER - OSP

T-101 SYSTEMS PLAN - A

SHEET

NUMBER SHEET TITLE

ARCHITECTURE

A-001 GENERAL NOTES, ABBREVIATIONS

A-002 BUILDING CODE AND LIFE SAFETY ANALYSIS

A-005 AIR BARRIER PLAN AND SECTIONS

A-007 AIR BARRIER CONSTRUCTION METHODS

A-100 COMPOSITE FLOOR PLAN

A-101 FLOOR PLAN - AREA "A" -ANNOTATIVE

A-102 FLOOR PLAN - AREA "B" - ANNOTATIVE

A-103 FLOOR PLAN - AREA "C" - ANNOTATIVE

A-104 FLOOR PLAN - AREA "D" - ANNOTATIVE

A-105 FLOOR PLAN - AREA "F" - ANNOTATIVE

A-107 FLOOR PLAN - AREA "A"-DIMENSIONAL

A-108 FLOOR PLAN - AREA "B"-DIMENSIONAL

A-109 FLOOR PLAN - AREA "C"-DIMENSIONAL

A-110 FLOOR PLAN - AREA "D"-DIMENSIONAL

A-111 FLOOR PLAN - AREA "F"-DIMENSIONAL

A-113 COMPOSITE REFLECTED CEILING PLAN

A-114 REFLECTED CEILING PLAN AREA "A"

A-115 REFLECTED CEILING PLAN AREA "B"

A-116 REFLECTED CEILING PLAN AREA "C"

A-117 REFLECTED CEILING PLAN AREA "D"

A-118 REFLECTED CEILING PLAN AREA "F"

A-120 COMPOSITE ROOF PLAN

A-121 ROOF PLAN AREA "A"

A-122 ROOF PLAN AREA "B"

A-123 ROOF PLAN AREA "C"

A-124 ROOF PLAN AREA "D"

A-125 ROOF PLAN AREA "F"

A-150 FIRE PUMP FACILITY - PLANS

A-201 EXTERIOR ELEVATIONS

A-250 FIRE PUMP FACILITY - ELEVATIONS

A-301 BUILDING S SECTIONS

A-302 BUILDING SECTIONS

A-305 FIRE PUMP FACILITY - SECTIONS

A-310 WALL SECTIONS

A-311 WALL SECTIONS

A-401 RESTROOM EQUIPMENT MOUNTING HEIGHTS

A-402 ENLARGED PLANS - RESTROOMS

A-403 INTERIOR ELEVATIONS & SECTIONS

A-501 ENLARGED PLAN DETAILS

A-505 WALL DETAILS

A-510 ROOF DETAILS

A-511 ROOF DETAILS

A-513 DETAILS - MISCELLANEOUS

A-514 FIRE EXTINGUSHER CABINET DETAILS

A-515 FIRE EXTINGUISHER CABINET DETAILS

A-601 PARTITION TYPES

A-602 ROOM FINISH SCHEDULE & DETAILS

A-603 DOOR SCHEDULE

A-604 DOOR DETAILS - INTERIOR

A-605 DOOR DETAILS - EXTERIOR

A-606 WINDOW TYPES / DETAILS

A-607 MECHANICAL LOUVER / FLUE DETAILS

INTERIOR

I-101 FURNITURE PLAN – AREA “F”

FIRE PROTECTION

FL100 LIFE SAFETY ANALYSIS

FL101 LIFE SAFETY OVERALL PLAN

FL102 LIFE SAFETY PLAN - AREA A

FL103 LIFE SAFETY PLAN - AREA B

FL104 LIFE SAFETY PLAN - AREA C

FL105 LIFE SAFETY PLAN - AREA D

FL106 LIFE SAFETY PLAN - AREA F

FX001 FIRE SUPPRESSION LEGEND & GENERAL NOTES

FX101 FIRE SUPPRESSION COMPOSITE PLAN

FX301 FIRE SUPPRESSION SECTIONS

FX401 FIRE SUPPRESSION – ENLARGED PLAN

FX402 FIRE SUPPRESSION – ENLARGED PLAN

FX501 FIRE SUPPRESSION DETAILS

FX502 FIRE SUPPRESSION DETAILS

FX701 FIRE PUMP LAYOUT

FX901 FIRE SUPPRESSION – 3D VIEW SPRINKLER & FOAM RISERS

FA001 FIRE ALARM & MASS NOTIFICATION LEGEND

FA101 FIRE ALARM & MASS NOTIFICATION PLAN - A

FA102 FIRE ALARM & MASS NOTIFICATION PLAN - B

FA103 FIRE ALARM & MASS NOTIFICATION PLAN - C

FA104 FIRE ALARM & MASS NOTIFICATION PLAN - D

FA105 FIRE ALARM & MASS NOTIFICATION PLAN - E

FA106 FIRE ALARM & MASS NOTIFICATION PLAN - FIRE PUMP

BUILDING

FA401 FIRE ALARM & MASS NOTIFICATION PLAN

FA402 FIRE ALARM & MASS NOTIFICATION PLAN

FA501 FIRE ALARM & MASS NOTIFICATION DETAILS

FA502 FIRE ALARM & MASS NOTIFICATION DETAILS

FA503 FIRE ALARM & MASS NOTIFICATION DETAILS

FA601 FIRE ALARM & MASS NOTIFICATION RISER

PLUMBING

P-001 PLUMBING - LEGENDS

P-002 PLUMBING - SCHEDULES

P-101 PLUMBING - COMPOSITE FLOOR PLAN

P-102 PLUMBING - DOMESTIC WATER PLAN PART 'A'

P-103 PLUMBING - DOMESTIC WATER PLAN PART 'B'

P-104 PLUMBING - DOMESTIC WATER PLAN PART 'C'

P-105 PLUMBING - DOMESTIC WATER PLAN PART 'D'

P-106 PLUMBING - DOMESTIC WATER PLAN PART 'F'

P-107 PLUMBING - SANITARY SEWER & VENT PLAN PART 'A'

P-108 PLUMBING - SANITARY SEWER & VENT PLAN PART 'B'

P-109 PLUMBING - SANITARY SEWER & VENT PLAN PART 'C'

P-110 PLUMBING - SANITARY SEWER & VENT PLAN PART 'D'

P-111 PLUMBING - SANITARY SEWER & VENT PLAN PART 'F'

P-112 PLUMBING - COMPRESSED AIR PLAN PART 'A'

P-113 PLUMBING - COMPRESSED AIR PLAN PART 'B'

P-114 PLUMBING - COMPRESSED AIR PLAN PART 'C'

P-115 PLUMBING - COMPRESSED AIR PLAN PART 'D'

P-116 PLUMBING - COMPRESSED AIR PLAN PART 'F'

P-117 PLUMBING - NATURAL GAS PLAN PART 'A'

P-118 PLUMBING - NATURAL GAS PLAN PART 'B'

SHEET INDEX

SHEET

NUMBER SHEET TITLE

CG312 AIRCRAFT PARKING APRON CROSS SECTIONS

CG313 ACCESS APRON & HANGAR CROSS SECTIONS

CG314 ACCESS APRON & HANGAR CROSS SECTIONS

CG315 ACCESS APRON & HANGAR CROSS SECTIONS

CG316 ACCESS APRON & HANGAR CROSS SECTIONS

CG317 ACCESS APRON & HANGAR CROSS SECTIONS

CG318 ACCESS APRON & HANGAR CROSS SECTIONS

CG401.1 STORM WATER MANAGEMENT POND LAYOUT AND GRADING

PLAN

CG402.1 POND SECTION CUTS

CG403 POND SUBDRAIN DETAILS

CG404 HANGAR ENLARGED GRADING PLAN

CG405 HANGAR ROOF DRAIN PLAN

CG406 HANGAR ROOF DRAIN PLAN

CG407 HANGAR ROOF DRAIN PLAN

CG501 MISCELLANEOUS DRAINAGE DETAILS

CG502 MISCELLANEOUS DRAINAGE DETAILS

CG503 MISCELLANEOUS DRAINAGE DETAILS

CG504 TRENCH DRAIN DETAILS

CG505.1 RIP RAP DETAILS

CG506 CONFLICT MANHOLE STRUCTURE DETAILS

CG601.1 DRAINAGE STRUCTURE TABLES

CG602.1 DRAINAGE STRUCTURE TABLES

CG603.1 DRAINAGE STRUCTURE TABLES

CU101 UTILITY PLAN

CU102 UTILITY PLAN

CU103 UTILITY PLAN

CU104 UTILITY PLAN

CU105 UTILITY PLAN

CU200 UTILITY PROFILES

CU201 SANITARY SEWER STRUCTURE AND PIPE TABLES

CU501 WATER UTILITY DETAILS

CU502 WATER UTILITY DETAILS

CU503 WATER UTILITY DETAILS

CU504 WATER TANK DETAILS

CU505 WATER TANK DETAILS

CU506 WATER AND SEWER UTILITY DETAILS

CU507 SANITARY SEWER DETAILS

CU508 LIFT STATION DETAILS

CU509 LIFT STATION DETAILS

CU510 LIFT STATION DETAILS

CU511 CONTAINMENT TANK AND DIVERTER VALVE DETAILS

CU512 OIL WATER SEPARATOR DETAILS

CU513 OIL WATER SEPARATOR DETAILS

CU600 BID OPTION GAS LINE

CU601 BID OPTION GAS LINE

CU602 BID OPTION GAS LINE

CU603 BID OPTION GAS LINE

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES, DESIGN LOADS &

ABBREVIATIONS

S-002 COMPONENT AND CLADDING WIND LOADS

S-100 PROJECT REFERENCE PLAN

S-101 FOUNDATION PLAN - AREA A

S-102 FOUNDATION PLAN - AREA B

S-103 FOUNDATION PLAN - AREA C

S-104 FOUNDATION PLAN - AREA D

S-105 FOUNDATION PLAN - AREA F

S-106 SLAB PLAN - AREA A

S-107 SLAB PLAN - AREA B

S-108 SLAB PLAN - AREA C

S-109 SLAB PLAN - AREA D

S-110 SLAB PLAN - AREA F

S-113 ADMINISTRATION ROOF FRAMING PLAN

S-114 FIRE EQUIPMENT ROOM ROOF FRAMING PLANS

S-115 TOP OF DOOR FRAMING PLANS

S-116 BOTTOM CHORD FRAMING PLAN - AREA A

S-117 BOTTOM CHORD FRAMING PLAN - AREA B

S-118 BOTTOM CHORD FRAMING PLAN - AREA C

S-119 BOTTOM CHORD FRAMING PLAN - AREA D

S-121 TOP CHORD FRAMING PLAN - AREA A

S-122 TOP CHORD FRAMING PLAN - AREA B

S-123 TOP CHORD FRAMING PLAN - AREA C

S-124 TOP CHORD FRAMING PLAN - AREA D

S-171 FIRE PUMP ROOM FOUNDATION PLAN

S-172 FIRE PUMP ROOM ROOF PLAN

S-173 FIRE PUMP ROOM SECTIONS

S-174 FIRE PUMP TANK FOUNDATION PLANS

S-201 FRAMING ELEVATIONS

S-202 FRAMING ELEVATIONS

S-204 FRAMING ELEVATIONS

S-205 FRAMING ELEVATIONS

S-206 FRAMING ELEVATIONS

S-207 TRUSS ELEVATIONS

S-208 FRAMING ELEVATIONS

S-209 GIRT FRAMING ELEVATIONS

S-210 GIRT FRAMING ELEVATIONS

S-211 GIRT FRAMING ELEVATIONS

S-212 GIRT FRAMNG ELEVATIONS

S-213 GIRT FRAMING ELEVATIONS

S-214 GIRT FRAMING ELEVATIONS

S-301 FOUNDATION SECTIONS

S-302 FOUNDATION SECTIONS

S-303 FOUNDATION SECTIONS

S-304 FRAMING SECTIONS

S-305 ADMINISTRATION ROOF FRAMING SECTIONS

S-306 GIRT FRAMING SECTIONS

S-307 TRUSS RT1 FRAMING SECTIONS

S-308 TRUSS FRAMING SECTIONS

S-309 TRUSS FRAMING SECTIONS

S-310 HANGAR ROOF ACCESS LADDER SECTIONS AND DETAILS

S-501 TYPICAL CONCRETE DETAILS

S-502 TYPICAL CONCRETE DETAILS

S-503 TYPICAL MASONRY WALL DETAILS

S-504 TYPICAL STRUCTURAL BASE PLATE DETAILS

S-505 TYPICAL FRAMING DETAILS

S-603 FOOTING SCHEDULES

SHEET

NUMBER SHEET TITLE

GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX

CIVIL

GC001 LOCATION/VICINITY MAP

GC002 PROJECT ABBREVIATIONS SHEET

GC003 LEGEND

GC004.1 GENERAL NOTES

GC005.1 OVERALL SITE MAP

GC006.1 BID INFORMATION SHEET

GC101.1 PHASE 1 AND AIR TRAFFIC CONTROL PLAN & CONTROL

ACCESS PLAN

GC102.1 PHASE 2 AND AIR TRAFFIC CONTROL PLAN & CONTROL

ACCESS PLAN

GC501 PHASING DETAILS

V-101 EXISTING CONDITIONS

V-102 EXISTING CONDITIONS

V-103 EXISTING CONDITIONS

V-104 EXISTING CONDITIONS

V-105 EXISTING CONDITIONS

V-106 EXISTING CONDITIONS

V-107 EXISTING CONDITIONS (DELETED)

V-108 EXISTING CONDITIONS (DELETED)

V-109 SURVEY MONUMENTATION

CD101 DEMOLITION PLAN

CD102 DEMOLITION PLAN

CD103.1 DEMOLITION PLAN

CD104 DEMOLITION PLAN

CD105 DEMOLITION PLAN

CD106.1 DEMOLITION PLAN

CD107 DEMOLITION PLAN (DELETED)

CD108 DEMOLITION PLAN (DELETED)

CD501 EXISTING EDGE DRAIN DETAILS

CT101 GEOMETRIC LAYOUT PLAN

CT102 GEOMETRIC LAYOUT PLAN

CT103.1 GEOMETRIC LAYOUT PLAN

CT104 GEOMETRIC LAYOUT PLAN

CT105 GEOMETRIC LAYOUT PLAN

CT106.1 GEOMETRIC LAYOUT PLAN

CT107 GEOMETRIC LAYOUT PLAN (DELETED)

CT108 GEOMETRIC LAYOUT PLAN (DELETED)

CT401 AIRCRAFT PARKING APRON CONCRETE JOINT & ELEVATION

PLAN

CT402 AIRCRAFT PARKING APRON CONCRETE JOINT & ELEVATION

PLAN

CT403 AIRCRAFT PARKING APRON CONCRETE JOINT & ELEVATION

PLAN

CT404 HANGAR APRON CONCRETE JOINT ELEVATION PLAN

CT405 HANGAR APRON CONCRETE JOINT ELEVATION PLAN

CT501 FE-6 SECURITY FENCE DETAILS

CT502 SLIDING GATE DETAIL

CT503 FE-6 DOUBLE SWING GATE

CT504 FARM FENCE DETAILS

CT505 DUMPSTER PAD DETAILS

CT601 ROADWAY CURVE DATA SCHEDULES

CP101 PAVING AND MARKING PLAN

CP102 PAVING AND MARKING PLAN

CP103.1 PAVING AND MARKING PLAN

CP104 PAVING AND MARKING PLAN

CP105 PAVING AND MARKING PLAN

CP301 HANGAR AND ACCESS APRON SECTION CUTS

CP302 HMA ACCESS ROAD DETAILS

CP303 PARKING APRON SECTION CUTS AND TYPICAL SECTIONS

CP304 PARKING APRON SECTION CUT

CP305 HMA ACCESS ROAD DETAILS

CP401 ENLARGEMENT MARKING PLAN AND PAVING LAYOUT PLAN

CP501 PAVEMENT SECTIONS

CP502 DRAINAGE LAYER AND PAVEMENT SECTIONS

CP503 DRAINAGE LAYER AND PAVEMENT SECTIONS

CP504 CONCRETE JOINT STANDARD DETAILS

CP505 AIRFIELD PAVEMENT DETAILS

CP506 MOORING DEVICE AND STATIC GROUND LAYOUT

CP507 MOORING DEVICE AND STATIC GROUND DETAILS

CP508 ROADWAY MARKING DETAILS

CP509 AIRFIELD MARKING DETAILS

CP510 HANGAR ACCESS APRON DETAILS

CP511 JOINT DETAILS

CG101 GRADING PLAN

CG102 GRADING PLAN

CG103.1 GRADING PLAN

CG104 GRADING PLAN

CG105 GRADING PLAN

CG106.1 GRADING PLAN

CG107 GRADING PLAN (DELETED)

CG108 GRADING PLAN (DELETED)

CG201 ACCESS ROAD PROFILE

CG202 HANGAR SERVICE ROAD PROFILE

CG203 TAXILANE CENTERLINE PROFILE

CG204 STORM DRAINAGE PROFILES

CG205 STORM DRAINAGE PROFILES

CG206 STORM DRAINAGE PROFILES

CG207 STORM DRAINAGE PROFILES

CG208.1 STORM DRAINAGE PROFILES

CG209 STORM DRAINAGE PROFILES

CG210 STORM DRAINAGE PROFILES

CG211 STORM DRAINAGE PROFILES

CG212 DITCH PROFILE

CG301 AIRCRAFT PARKING APRON CROSS SECTIONS

CG302 AIRCRAFT PARKING APRON CROSS SECTIONS

CG303 AIRCRAFT PARKING APRON CROSS SECTIONS

CG304 AIRCRAFT PARKING APRON CROSS SECTIONS

CG305 AIRCRAFT PARKING APRON CROSS SECTIONS

CG306 AIRCRAFT PARKING APRON CROSS SECTIONS

CG307 AIRCRAFT PARKING APRON CROSS SECTIONS

CG308 AIRCRAFT PARKING APRON CROSS SECTIONS

CG309 AIRCRAFT PARKING APRON CROSS SECTIONS

CG310 AIRCRAFT PARKING APRON CROSS SECTIONS

CG311 AIRCRAFT PARKING APRON CROSS SECTIONS

AMENDMENT NO. 0002

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GENERAL PROJECT NOTES (ADDITIONAL SHEET NOTES CAN BE FOUND IN PLAN ASSEMBLY):

1.0 AIR TRAFFIC CONTROL CLOSURE NOTES:

1.1 THIS PROJECT IS LOCATED WITHIN A RESTRICTED AIRFIELD. ACCESS TO AND FROM THE WORK AREA(S) HAVE RESTRICTIONS. A "HOLD

ZONE" HAS BEEN ESTABLISHED AND INDICATED ON PLAN DRAWINGS. NO CONTRACTOR MOVEMENT THROUGH THIS HOLD ZONE SHALL BE

PERMITTED WITH OUT VERBAL APPROVAL FROM REDSTONE AIR FIELD CONTROL TOWER. CONTRACTOR SHALL FURNISH A MINIMUM OF 3

RADIOS. ONE RADIO WILL BE FURNISHED TO TOWER.

1.2 THE DESIGNATED LOCATIONS FOR THE "HOLD LINE" SHALL BE ESTABLISHED AS SHOWN BY PLACING LOW PROFILE BARRIER AS SHOWN ON

THE CLOSURE AND PHASING PLAN. THE CONTRACTOR SHALL MAINTAIN THESE BARRIERS DURING THE LIFE OF THE PROJECT. THE LOCATION OF

THESE LOW PROFILE BARRIERS ARE INDICATED ON SHEETS GC101 & GC102, BUT THE FINAL LOCATION SHALL BE AS APPROVED BY THE COR AND

THE AIRSPACE OFFICE. SEE NOTE 1.3 BELOW.

1.3 A 50-FOOT CLEAR ZONE SHALL BE MAINTAINED AROUND THE WORK ZONE. CONTRACTOR SHALL NOT ENTER CLEAR ZONE WITHOUT TOWER

APPROVAL.

1.4 THE CONTRACTOR'S PERSONNEL SHALL ACCESS REDSTONE AIRFIELD FIELD THROUGH AUXILIARY GATE NO. 9 AS SHOWN ON GC005. THE

CONTRACTOR SHALL PROVIDE TO THE COR A LIST OF ALL PERSONNEL AND CURRENT DRIVER'S LICENSE NUMBERS. EACH CONTRACTOR'S

PERSONNEL SHALL BE REQUIRED TO POSSESS A VALID CURRENT DRIVER'S. THIS INFORMATION SHALL BE FURNISHED TO THE AIRFIELD

OPERATIONS OFFICE AND THE REDSTONE MAIN GATE TO CLEAR CONTRACTOR PERSONNEL FOR ACCESS.

1.5. TRUCK AND HEAVY EQUIPMENT SHALL ACCESS REDSTONE FIELD THROUGH THE AUXILIARY GATE NO. 9 AS SHOWN. THE CONTRACTOR

SHALL MAN THIS GATE DURING ACCESS PERIODS. CONTRACTOR SHALL KEEP THIS GATE LOCKED AT ALL TIMES AND ONLY ALLOW THIS GATE TO

BE UNLOCKED AND OPERATIONAL DURING ACCESS AND EGRESS TIMES. GOVERNMENT WILL FURNISH GATE KEY TO CONTRACTOR. DELIVERY

TRUCKS TO BE ESCORTED FROM AUXILIARY GATE TO PROJECT SITE AND DURING RETURN. CONTRACTOR IS TO PROVIDE ESCORT. ESCORT

MUST HAVE RADIO CONTACT WITH TOWER ( SEE NOTE 1.1) UNLESS OTHERWISE APPROVED BY AIRFIELD OPERATIONS THROUGH THE COR.

2.0 PHASING & CLOSURE NOTES:

2.1 THE CONTRACTOR SHALL PROVIDE A WORK SCHEDULE AND PHASING CLOSURE PLAN TO THE COR 45-DAYS PRIOR TO THE SCHEDULED

DESIRED CLOSURE DATE. THE CLOSURE SCHEDULE AND PHASING CLOSURE PLAN AND CLOSURE DEVISE PLACEMENT MUST BE APPROVED BY

THE AIRSPACE OFFICE THOUGH THE COR PRIOR TO INITIATING CLOSER OF ANY AIRFIELD SECTIONS.

2.2 THE CONTRACTOR SHALL FOLLOW PHASING PLAN AS PRESENTED ON SHEETS GC101 AND GC 102. EACH PHASE MUST BE COMPLETED, ACCEPTED BY THE COR, AND OPERATIONAL PRIOR TO INITIATING A NEW PHASE OF WORK.

2.3 THE PHASE 1 STORM WATER MANAGEMENT POND WITH OUTFALL LINES AND STRUCTURES 41-51 AND STRUCTURES 17-21 AND ASSOCIATED

SITEWORK, MUST BE INSTALLED AND OPERATIONAL AS A FIRST ORDER OF WORK PRIOR TO INITIATING OTHER SITE CONSTRUCTION, UNLESS

OTHERWISE APPROVED BY THE COR. THE TEMPORARY ACCESS ROAD, STAGING AREA, AND CONTRACTOR OFFICE MAY BE CONSTRUCTED UNDER PHASE 1.

2.4 PHASE 1A AND 1B MAY BE PERFORMED CONCURRENTLY ONCE PHASE 1 HAS BEEN INSTALLED

2.5 THE TEMPORARY SECURITY FENCE AS PRESENTED ON SHEET GC101 SHALL BE INSTALLED AND APPROVED BY THE AIRFIELD OPERATIONS

THROUGH THE COR PRIOR TO THE CONTRACTOR DEMOLISHING AND REMOVING ANY EXISTING AIRFIELD SECURITY FENCING.

3.0 CONSTRUCTION STORM WATER PERMITTING NOTES:

3.1 THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN A STATE OF ALABAMA GENERAL PERMIT CONSTRUCTION STORM WATER PERMIT FOR

THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR ALL APPLICATION PREPARATION, BMP AND SWPPP PREPARATION, AND ALL FEES. A

COPY OF THE ADEM ISSUED PERMIT SHALL BE PROVIDED TO THE COR PRIOR TO INITIATION OF WORK. NO WORK SHALL BE INITATED WITHOUT

COR APPROVAL.

3.2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMPLEMENTATION OF ALL NECESSARY BMPS AS REQUIRED BY THE CONTRACTOR'S

SWPPP IN ACCORDANCE WITH ADEM REQUIREMENTS. THIS WILL INCLUDE ALL SILT FENCING, SEEDING, ETC AS REQUIRED BY THE SWPPP PERMIT.

A COPY OF THE SWPPP SHALL BE PROVIDED TO THE COR PRIOR TO INITIATING ANY WORK. ALL BMPS SHALL BE REMOVED AFTER COMPLETION

AND ESTABLISHMENT OF THE WORK AS APPROVED BY THE COR. THE CONTRACTOR IS FULLY RESPONSIBLE FOR THE EFFECTIVENESS OF BMP

PLAN IMPLEMENTATION.

3.3 CONTRACTOR SHALL ADJUST OR ADD BMP'S AS NECESSARY TO EFECTIVELY MANAGE EROSION / SEDIMENTATION IN ACCORDANCE WITH

THE ADEM NPDES GENERAL PERMIT REQUIREMENT.

3.4 THE CONTRACTOR IS RESPONSIBLE FOR THE PREPARATION OF ALL REQUIRED BMP SEDIMENT AND EROSION CONTROL PLANS AS

APPLICABLE BY THE STATE OF ALABAMA. THE BMP PLAN SHALL BE PREPARED BY A PROFESSIONAL ENGINEER IN ACOORDACE WITH ALABAMA

HANDBOOK FOR EROSION CONTROL, SEDIMENT CONTROL AND STORM WATER MANAGEMENT ON CONSTRUCTION SITES AND URBAN AREAS.

4.0 PAVING & CIVIL NOTES:

4.1 PROVIDE NEW HMA CROSS SLOPES AS PRESENTED ON PLANS.

4.2 FOR NEW PCC APRON GRADES: SEE CT401 TO CT405.

5.0 EXCESS EARTHWORK SPOIL AREAS:

5.1 EXCESS SOILS FROM EXCAVATION WORK CONTAINED WITHIN THE LIMITS OF RSA-072, SHALL BE SPOILED IN THE DESIGNATED SPOIL AREA

AS PRESENTED ON SHEETS GC005 AND CG106. ADDITIONAL INFORMATION IS PRESENTED ON CG106 AND ALSO NOTES 9.0 THIS SHEET. FOR LIMITS

OF RSA-072 SEE GC005 AND SITE PLAN SHEETS. ONLY EXCESS MATERIAL FROM RSA-072 SHALL BE SPOILED IN THE DESIGNATED SPOIL AREA. NO

EXCESS MATERIAL FROM THE APRON AND TAXIWAY WORK WILL BE PERMITTED IN THE RSA-072 SPOIL AREA.

5.2 EXCESS SOIL FROM EXCAVATION WORK CONTAINED WITHIN THE LIMITS OF THE BID OPTION APRON EXTENSION AND TAXILANE WORK

(OUTSIDE RSA-072 LIMITS) SHALL BE SPOILED PER THE FOLLOWING:

5.2.1 THE EXCESS EXCAVATION MATERIAL SHALL BE HAULED TO THE REDSTONE ARSENAL (RSA) LANDFILL. MATERIALS SHALL BE TRUCK END

DUMPED AT LOCATIONS AS DIRECTED AND APPROVED BY THE COR. THE GOVERNMENT WILL BE RESPONSIBLE FOR SPREADING AND

MANUPULATING DUMPED EARTHWORK. THE CONTRACTOR SHALL NOT BE REQUIRED TO FURNISH EQUIPTMENT AT THE LANDFILL OTHER THAN

TRANSPORTING EQUIPMENT. ONCE THE LANDFILL LOCATION IS FULL, THE COR WILL DIRECT THE CONTRACTOR TO HAUL SPOIL TO RSA BORROW

PIT NO. 5. SEE NOTE 5.2.2. THE CAPACITY OF THE LANDFILL VOLUME FOR EXCESS MATERIAL IS NOT KNOWN

5.2.2 THE EXCESS EXCAVATION MATERIAL SHALL BE HAULED TO THE REDSTONE ARSENAL (RSA) BORROW AREA NO. 5. THE CONTRACTOR SHALL

PROVIDE EQUIPMENT AS NECESSARY, TO MAINTAIN SPOIL EARTH PILE IN AS NEAT AND COMPACTED MOUNTED AREA AS POSSIBLE AS APPROVED

BY THE COR. SILT FENCE SHALL BE REQUIRED AROUND MOUNT AND DIRECTED BY THE COR. TEMPORARY GRASSING SHALL NOT BE REQUIRED

WITHIN THE LIMITS OF THE BORROW PIT. THE CAPACITY OF BORROW AREA NO.5 VOLUME FOR EXCESS MATERIAL IS NOT KNOWN.

5.2.3 ONCE THE CAPACITY OF THE LANDFILL AND THE BORROW PIT NO. 5 HAS BEEN REACHED THE COR WILL DIRECT THE CONTRACTOR TO HAUL

EXCESS SPOIL OFF GOVERNMENT PROPERTY.

6.0 CONTRACTORS STAGING AREA NOTES:

6.1 CONTRACTOR EQUIPMENT AND STORAGE AREA IS PRESENTED ON GC005. POWER IS AVAILABLE AT THIS SITE. WATER AVAILABILITY IS

AVAILABLE.

6.2 CONTRACTOR SHALL BE RESPONSIBLE TO CALL AL ONE CALL (811). ALL EXISTING UTILITIES SHALL BE MARKED EACH PHASE OF WORK

PRIOR TO INITIATING ANY WORK IN THAT PHASE.

6.3 ANY DISCREPANCIES OF EXISTING UTILITY LOCATIONS PRESENTED ON THE PLANS SHALL BE IMMEDIATELY REPORTED TO COR.

6.4 THE CONTRACTOR MAY USE THE STORM WATER MANAGEMENT POND SITE AS AN INITIAL STAGING AREA FOR SHORT TERM AREA ONLY. THIS

AREA WILL NOT BE AVAILABLE ONCE THE STORM WATER MANAGEMENT PONT CONSTRUCTION PHASE IS INITIATED.

7.0 UTILITY AND DIG PERMIT NOTES:

7.1 CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A DIG PERMIT FROM REDSTONE ARSENAL DPW. CONTRACTOR SHALL COORDINATE

WITH REDSTONE THROUGH THE COR. CONTRACTOR SHALL NOT INITIATE ANY WORK WITHOUT A SIGNED AND APPROVED BY DPW, DIG PERMIT. A

COPY OF DIG PERMIT SHALL BE PROVIDED TO THE COR.

7.2 THE CONTRACTOR SHALL BE REQUIRED TO "PUT HOLE" OR EXPOSE ALL UNDERGROUND UTILITIES IN THE WORK ZONE PRIOR TO INITIATING

EARTHWORK.

7.3 ALL DISCREPANCIES IN UTILITIES SHALL BE REPORTED TO COR WITHIN 24-HOURS.

8.0 OPERATION NOTES

8.1 CONTRACTOR'S EQUIPMENT CAN BE LEFT ON SITE. EQUIPMENT LOCATIONS SHALL BE COORDINATED WITH COR AND AIRSPACE OFFICE.

8.2 CONTRACTOR WILL BE PERMITTED TO WORK 7-DAY WORK SCHEDULE IF NEEDED. AIRSPACE APPROVAL THROUGH COR WILL BE REQUIRED.

PROVIDE 5-DAY NOTICE TO COR.

8.3 CONTRACTOR SHALL NOT ALLOW TRASH TO ACCUMULATE. WORK AREAS SHALL BE CLEANED UP DAILY.

9.0 UNEXPLODED ORDNANCE (UXO)

9.1 THERE IS POTENTIAL FOR THE PRESENCE OF UXO IN THE PROJECT AREA BECAUSE MOST OF THE SITE IS SITUATED WITHIN RANGE AREA

1104, A LIGHT FORCES MANEUVER/TRAINING AREA, AND A FORMER WORLD WAR II MORTAR SHELL TESTING AND EXPLOSIVES TRAINING AREA

KNOWN AS ENVIRONMENTAL SITE RSA-072. THE CONTRACTOR SHALL CONDUCT OPERATIONS OVER THE ENTIRE SITE IN ACCORDANCE WITH THE

SPECIFIC SAFETY, TRAINING, NOTIFICATION, AND OTHER REQUIREMENTS STATED IN SPECIFICATION SECTIONS 01 00 00 ADDITIONAL SPECIAL

CONTRACT REQUIREMENTS AND 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS.

9.2 FOR APPROXIMATE LIMITS OF RSA-072 SEE GC005.

10.0 POTENTIALLY CONTAMINATED SOIL

10.1 LAND USE CONTROLS PROHIBIT THE REMOVAL OF EXCAVATED SOIL FROM WITHIN RSA-072. SURPLUS SOIL FROM RSA-072 SHALL BE

STOCKPILED AT THE SPOIL AREA SHOWN ON GC005. A FILTER FABRIC LINER SHALL BE USED UNDER THE SPOIL AREA AND HAUL ROAD AS SHOWN

ON CG106.

11.0 TEMPORARY ACCESS ROAD TO SITE

11.1 THE CONTRACTOR SHALL CONSTRUCT A TEMPORARY ACCESS ROAD TO THE SITE FOR PHASE 1A. THE ACCESS ROAD SHALL BE AN ALL

WEATHER SURFACED ACCESS HAUL ROAD ADEQUATE FOR CONSTRUCTION EQUIPMENT AS DEEMED NECESSARY BY THE CONTRACTOR.

11.2 PERMANENT ACCESS ROAD PAVEMENT STRUCTURE SHALL NOT BE CONSTRUCTED UNTIL HEAVY CONSTRUCTION HAULING HAS BEEN

COMPLETED, UNLESS OTHERWISE APPROVED BY THE COR.

11.3 PHASING AND CONSTRUCTION OF FINAL ACCESS ROAD SHALL BE APPROVED BY THE COR.

12.0 TEMPORARY SECURITY FENCE:

12.1 TEMPORARY SECURITY FENCING SHALL BE INSTALLED PER PHASING REQUIREMENTS PRESENTED IN NOTES 2.0 THIS SHEET.

12.2 TEMPORARY SECURITY FENCING TO BE LOCATED IN EXISTING AIRFIELD CONCRETE PAVEMENT AREAS SHALL BE ADEQUATELY ANCHORED

AS NECESSARY WITHOUT DESTRUCTIVE DRILLING OR CORING INTO EXISTING APRON CONCRETE. THE CONTRACTOR SHALL PROVIDE ALL

ADEQUATE FOUNDATION AND BRACING ARMS NECESSARY TO SUPPORT FENCING AS APPROVED BY THE COR.

12.3 TEMPORARY FENCE TYPE SHALL BE FE-6 SECURITY FENCING 72" FABRIC PER DETAILS ON CT501.

12.4 THE EXISTING SECURITY FENCE SHALL NOT BE REMOVED UNTIL TEMPORARY SECURITY FENCE HAS BEEN INSTALLED AND APPROVED BY

COR.

13.0 BASE BID AND BID OPTION:

13.1 BASE BID WORK SHALL CONSIST ALL HANGAR SITE WORK INCLUDING BUT NOT LIMITED TO EARTHWORK, TEMPORARY SECURITY FENCING, HANGAR ACCESS APRON, ACCESS ROAD, SERVICE DRIVE, CONNECTOR DRIVE, PAVEMENT MARKING AND SIGNS, SECURITY FENCING AND GATES, STORM WATER MANAGEMENT POND, OUTFALL LINE, AND STORM STRUCTURES AND ASSOCIATED PIPES FOR STRUCTURES 17-21, STR 41-51, STRUCTURES 24-36, AND ACCESS ROAD CULVERTS AND STRUCTURES, AND ALL OTHER ASSOCIATED PIES, SUB DRAINS, ROOF COLLECTION, SYSTEMS, AS ASSOCIATED WITH HANGAR FACILITY SITE WORK COMPLETE AS PRESENTED ON SITE PLAN DRAWINGS.

13.2 BID OPTION WORK SHALL CONSIST OF THE APRON EXTENSION AND ASPHALT APRON/TAXILANE AND ALL ASSOCIATED SITE WORK INCLUDING

BUT NOT LIMITED TO DEMOLITION AND REMOVALS, NEW PAVEMENT STRUCTURES, EARTHWORK, NEW STORM DRAINS AND STRUCTURES TO

STRUCTURE NO. 17, NEW STORM DRAINS AND STRUCTURES TO EXISTING STRUCTURES 11 AND 15, PAVEMENT MARKINGS, CART CONNECTOR, AND ASPHALT SHOULDER REPLACEMENT FOR STORM LINES, AS NECESSARY TO CONSTRUCT THE APRON EXTENSION AND TAXILANE COMPLETE

AS PRESENTED ON SITE PLAN DRAWINGS.

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PROVIDE ALL EQUIPMENT AND MATERIAL FOR

CONNECTION OF NEW 12" WL TO EXISTING 12" WL VIA

TWO 10" WET TAPS; INCREASE TO 12" DOWNSTREAM OF

TAP; COORDINATE CONNECTION WITH WOLF CREEK

FEDERAL SERVICES

CU102

MATCHLINE

GENERAL NOTES

1. DPW WILL MARK ALL ACTUAL LOCATIONS OF ALL UNDERGROUND CABLE AND UTILITIES (COMM, WATER, ETC.) BEFORE THE START OF CONSTRUCTION. CAUTION SHALL BE

TAKEN BY THE CONTRACTOR AROUND ANY UNDERGROUND CABLE OR UTILITY. ANY DAMAGE TO KNOWN UTILITIES SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION

OF THE C.O.R. AT NO ADDITIONAL COST TO THE GOVERNMENT. CONTRACTOR SHALL MAINTAIN MARKINGS OF ALL UNDERGROUND UTILITIES DURING CONSTRUCTION.

2. CONSTRUCTION DOCUMENTS RELATED TO THE LOCATION OF THESE EXISTING UNDERGROUND WATER, SEWER, ELECTRICAL AND COMMUNICATION UTILITIES MAY NOT BE

REPRESENT ACTUAL INSTALLED CONDITIONS. THE CONSTRUCTION CONTRACTOR SHALL COORDINATE WITH THE C.O.R. TO VERIFY ALL ACTUAL LOCATIONS OF ALL PLACED

UTILITIES BEFORE BEGINNING ANY REMOVAL WORK.

3. ALL WATER AND SEWER CONSTRUCTION WORK ON THIS PROJECT SHALL BE PERFORMED IN ACCORDANCE WITH ALL SPECS & APPLICABLE INDUSTRY CODES AND

STANDARDS. THESE CODES AND STANDARDS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: AMERICAN WATER WORKS ASSOCIATION (AWWA), AMERICAN NATIONAL

STANDARD INSTITUTE (ANSI), AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM), OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AMERICAN

ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO), NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), UNIFIED FACILITIES CRITERIA (UFC), AND

ENVIRONMENTAL PROTECTION AGENCY (EPA).

4. THE EXACT LOCATION OF EXISTING STRUCTURES, UTILITIES AND PIPING SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR BEFORE CONSTRUCTION BEGINS. THESE

DRAWINGS DO NOT PURPORT TO SHOW IN COMPLETE DETAIL ALL EXISTING STRUCTURES, UTILITIES OR PIPING. THE CONTRACTOR SHALL EXAMINE ALL AVAILABLE RECORDS

AND MAKE ALL EXPLORATIONS AND EXCAVATIONS AS REQUIRED TO DETERMINE THE LOCATION OF EXISTING STRUCTURES, UTILITIES, AND PIPES WHENEVER NECESSARY.

THE OWNER RESERVES THE RIGHT TO CHANGE LOCATIONS OF THE SEWER LINE OR WATER LINE TO AVOID CONFLICT WITH EXISTING STRUCTURES, UTILITIES OR PIPING, ANY

SIGNIFICANT CHANGES SHALL BE APPROVED BY THE C.O.R.

5. THE CONTRACTOR SHALL SCHEDULE HIS WORK SO THAT THE WORK PROCEEDS IN AN EFFICIENT AND ORDERLY MANNER WITHOUT DISRUPTION OF SANITARY SEWER

SERVICE OR WATER LINE TO THE OWNER. THE CONTRACTOR SHALL BE AWARE THAT THE WORK TO BE ACCOMPLISHED IS PART OF AN EXISTING AND OPERATING WATER

DISTRIBUTION AND SANITARY SEWER COLLECTION SYSTEM. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE OWNER IN ORDER TO MINIMIZE OPERATIONAL PROBLEMS

AND INSTALLATION THAT MAY REQUIRE A WATER OUTAGE SHALL BE SCHEDULED AND APPROVED THROUGH BASE DPW. A MINIMUM OF 15 DAYS NOTICE SHALL BE GIVEN TO

THE UTILITY OWNER PRIOR TO ANY OUTAGES. ALL UTILITY OUTAGES SHALL BE ARRANGED AS OUTLINED IN 01 00 00.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DONE BY HIS EQUIPMENT TO EXISTING UTILITIES. DAMAGE SHALL BE REPAIRED OR REPLACED BACK TO

ORIGINAL OR BETTER CONDITION TO THE SATISFACTION OF THE C.O.R. AND AT HIS OWN EXPENSE.

7. THE CONTRACTOR SHALL EXPLORE AHEAD 200 FEET SO ADJUSTMENTS CAN BE MADE IN THE ALIGNMENT OF THE PIPE IN CASE OF CONFLICTS WITH EXISTING STRUCTURES, UTILITIES AND PIPING.

8. ALL WATER LINES SHALL BE PROVIDED WITH THRUST RESTRAINT OR BLOCKS IN ACCORDANCE WITH ALL SPECS AND DETAILS.

9. THE CONTRACTOR SHALL ENSURE CONTINUOUS UTILITY SERVICE TO ALL BUILDINGS BEING AFFECTED BY THIS UTILITY WORK. MINIMAL OUTAGES MAY BE ALLOWED, BUT

ONLY IF APPROVED BY THE C.O.R. AND IN ACCORDANCE WITH A WRITTEN AND APPROVED OUTAGE PLAN.

CUT, FILL AND CAP EXISTING 6" WL; SEE

SPECIFICATION 02 41 00 FOR WATERLINE

ABANDONMENT PLAN REQUIREMENTS

RECONNECT EXISTING HYDRANT TO NEW

12" WL; ENSURE NO DISTURBANCE TO

EXISTING PAVEMENT

CUT, FILL, AND CAP EXISTING 12" WL; SEE

SPECIFICATION 02 41 00 FOR WATERLINE

ABANDONMENT PLAN REQUIREMENTS; ENSURE

NO DISTURBANCE TO EXISTING PAVEMENT

SCALE:

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NOTES:

1. SEE SHEET GC003 FOR LEGEND

2. SEE SHEET CD101 FOR WATER UTILITY DEMOLITION REQUIREMENTS.

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MH (6)

Trench MH (3)

CO (3)

MH (2)

MH (4)

CO (1)

MH (5)

CO (2)

MH (1)

MH (3)

L.S.

Trench MH (2)

Trench MH (1)

MH (7)

CO (5)

CO (6)

CO (4)

8''SS 8''SS

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MATCHLINE

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PLAN NORTH

NOTES:

1. SEE SHEET GC003 FOR LEGEND

2 SEE CU101 FOR GENERAL UTILITIES NOTES

3. SEE SHEET CD102 FOR WATER UTILITY DEMOLITION REQUIREMENTS

4. SEE PLUMBING SHEETS FOR CONTINUATION OF SANITARY SEWER

LINE INSIDE OF BUILDING 5' LINE

5. SEE PLUMBING SHEETS FOR CONTINUATION OF SANITARY SEWER

CONNECTION TO HANGAR TRENCH DRAIN

6. SEE PLUMBING SHEETS FOR CONTINUATION OF DOMESTIC WATER

LINE INSIDE OF BUILDING 5' LINE

7. SEE FIRE SUPPRESSION SHEETS FOR CONTINUATION OF FIRE

WATER LINE INSIDE OF BUILDING 5' LINE

8. SEE CU505 FOR FIRE WATER SITE PLAN ENLARGEMENT

C U

C H

L I N

KEY NOTES:

CUT, FILL AND CAP EXISTING 12" WL AND 6" HYDRANT LATERALS; SEE SPECIFICATION 02 41 00 FOR WATERLINE

ABANDONMENT PLAN REQUIREMENTS RECONNECT EXISTING HYDRANT TO NEW 12" WL; ENSURE NO DISTURBANCE TO

EXISTING PAVEMENT

FIRE HYDRANT, TYP. SEE DETAILS ON CU502

SANITARY SEWER MANHOLE, TYP. SEE CU507

SANITARY SEWER CLEANOUT, TYP. SEE DETAILS ON CU506

10" FIRE WATER LINE AND POST INDICATOR VALVE,. SEE FIRE SUPPRESSION FOR CONTINUATIONS

4" SANITARY SEWER LATERAL. SEE PLUMBING FOR CONTINUATION

10" FIRE WATER LINE, TYP.

12" FIRE WATER LINE AND POST INDICATOR VALVE, SEE FIRE SUPPRESSION FOR CONTINUATION

3" DOMESTIC WATER LINE AND GATE VALVE. SEE PLUMBING FOR CONTINUATION

2-1/2" GAS LINE. SEE PLUMBING FOR CONTINUATION

14" FIRE WATER LINE, TYP.

12" DOMESTIC WATER LINE, TYP.

4" NATURAL GAS LINE MINIMUM IN ACCORDANCE WITH UTILITY PROVIDER, TYP.

6" POST INDICATOR VALVE

10" FIRE WATER LINE AND POST INDICATOR VALVE. SEE FIRE SUPPRESSION FOR CONTINUATION

12" FIRE WATER SUCTION LINES AND POST INDICATOR VALVES

SANITARY SEWER LIFT STATION. SEE CU507 FOR SITE PLAN AND SEE DETAILS ON CU508 THROUGH CU510

6" BACKFLOW PREVENTOR, TYP. SEE DETAILS ON CU503

6" COMBINATION ALTITUDE AND BACK PRESSURE VALVE SET AT 30 PSI, TYP. SEE DETAILS ON CU503

100K GALLON GROUND STORAGE WATER TANK, TYP. SEE DETAILS ON CU504 AND CU505

20 GPM OIL WATER SEPARATOR. SEE DETAILS ON CU512 AND CU513

PROVIDE ALL EQUIPMENT AND MATERIALS FOR CONNECTION OF NEW 12" WATER LINE AND GATE VALVE TO EXISTING 12"

WATERLINE; COORDINATE CONNECTION WITH WOLF CREEK FEDERAL SERVICES

FIRE SUPPRESSION EFFLUENT CONTAINMENT. SEE DETAILS ON CU511

DIVERTER VALVE VAULT. SEE DETAILS ON CU511

12" CLASS 350 DUCTILE IRON PIPE SANITARY SEWER LINE UNDERNEATH APRON, TYP.

16" CLASS 250 DUCTILE IRON PIPE SANITARY SEWER LINE UNDERNEATH APRON, TYP.

8" SANITARY SEWER LINE, TYP.

3" FORCE MAIN, TYP.

1" WATERLINE AND GATE VALVE, TYP.

LIFT STATION HOSE BIBB, SEE DETAILS ON CU502

4" CONTAINMENT TANK VENT PIPE WITH INSECT SCREEN

SANITARY SEWER MANHOLE IN APRON PAVEMENT; SEE DETAILS ON CG502

BID OPTION NO.1: REMOVE ALL EXISTING WATER LINES, SEWER LINES, GAS LINES, AND OTHER UTILITIES REQUIRED TO

INSTALL NEW STORM DRAIN PIPE AND APPURTENANCES; REPLACE ALL UTILITIES IN KIND

END OF ALIGNMENT 200+00

BEGINNING OF

ALIGNMENT 300+00

END OF ALIGNMENT 300+00

BEGINNING OF

ALIGNMENT 100+00

END OF

ALIGNMENT

100+00

BEGINNING OF

ALIGNMENT 200+00

CD101

CD102

CD103

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CD106

KEY MAP

AMENDMENT 0002

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CONNECT NEW 3" FM TO EXISTING MH 25; COORDINATE CONNECTION

WITH PDR, THE REDSTONE SANITARY SEWER MAINTENANCE

CONTRACTOR, FOR APPROVAL OF CONNECTION PRIOR TO BURYING

NEW 3" PIPE

PLAN NORTH

NOTES:

1. SEE SHEET GC003 FOR LEGEND

2.SEE SHEET CU101 FOR GENERAL UTILITIES NOTES

3. SEE SHEET CD103 FOR WATER UTILITY DEMOLITION REQUIREMENTS

SCALE:

50' 100'50

1"=50'

C U

C H

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NEW 3" SANITARY

SEWER FORCE

MAIN

25 S MH

TOP=640.24

NE INV=631.86

NW INV=631.59

SE INV=631.42

NEW 3" FM NW INV= 638.24

NEW 4" NATURAL GAS LINE MINIMUM

IN ACCORDANCE WITH UTILITY

PROVIDER REQUIREMENTS

CONNECT NEW NATURAL GAS LINE TO

EXISTING 4" IN ACCORDANCE WITH

UTILITY PROVIDER REQUIREMENTS

NEW COMBINATION AIR VALVE

AND VAULT AT FORCEMAIN HIGH

POINT; SEE DETAIL F2 ON CU506

ARV

NEW COMBINATION AIR VALVE

AND VAULT AT FORCEMAIN HIGH

POINT; SEE DETAIL F2 ON CU506

CD101

CD102

CD103

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CD106

KEY MAP

AMENDMENT 0002

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AutoCAD SHX Text H b

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MATCHLINE

NEW 12" WL

PLAN NORTH

NOTES:

1. SEE SHEET GC003 FOR LEGEND

2. SEE SHEET CU101 FOR GENERAL UTILITIES NOTES

3. SEE SHEET CD104 FOR WATER UTILITY DEMOLITION REQUIREMENTS

4. ALL WORK ON THIS SHEET IS BASE BID UNLESS OTHERWISE NOTED

SCALE:

50' 100'50

1"=50'

C U

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BID OPTION NO. 1:

NEW 12" WL

BID OPTION NO. 1: CUT, FILL, AND CAP EXISTING 12" WL;

SEE SPECIFICATION 02 41 00 FOR WATERLINE

ABANDONMENT PLAN REQUIREMENTS; ENSURE NO

DISTURBANCE TO EXISTING PAVEMENT

BID OPTION NO. 1: PROVIDE ALL EQUIPMENT AND MATERIAL FOR

CONNECTION OF NEW 12" WL AND GATE VALVE TO EXISTING 12" WL

COORDINATE CONNECTION WITH WOLF CREEK FEDERAL SERVICE

CUT, FILL, AND CAP EXISTING 12" WL; SEE

SPECIFICATION 02 41 00 FOR WATERLINE

ABANDONMENT PLAN REQUIREMENTS; ENSURE

NO DISTURBANCE TO EXISTING PAVEMENT

PROVIDE ALL EQUIPMENT AND MATERIAL FOR

CONNECTION OF NEW 12" WL AND GATE VALVE TO

EXISTING 12" WL; COORDINATE CONNECTION WITH WOLF

CREEK FEDERAL SERVICES

COMPASS ROSE

CD101

CD102

CD103

CD104

CD105

CD106

KEY MAP

AMENDMENT 0002

M E

D I T

CU103

CT103

CD103

CU105

CT105

CD105

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CD104

CU101

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CD101

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GRASS AREA

D m

D m m

W p

D m

W b

D m

NOTES:

1. ALL WORK ON THIS SHEET IS INCLUDED AS PART OF BID OPTION NO. 1

2. SEE SHEET GC003 FOR LEGEND

3. SEE SHEET CU101 FOR GENERAL UTILITIES NOTES

4. SEE SHEET CD105 FOR WATER UTILITY DEMOLITION REQUIREMENTS

5. REPLACE SANITARY SEWER LINE WITH DUCTILE IRON PIPE OF SAME

SIZE AND ON SAME SLOPE; SEE DEMOLITIONS SHEETS FOR DETAILS

6. BORE AND JACK 12" WATER LINE BENEATH EXISTING PAVEMENT; SEE

DETAILS ON CU501; ALL WATER LINES UNDERNEATH PAVEMENT SHALL

BE CLASS 350 DUCTILE IRON

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MATCHLINE

INSET A

BID OPTION NO. 1: CUT, FILL, AND CAP

EXISTING 12" WL; SEE SPECIFICATION

02 41 00 FOR WATERLINE

ABANDONMENT PLAN REQUIREMENTS;

ENSURE NO DISTURBANCE TO

EXISTING PAVEMENT

BID OPTION NO. 1: PROVIDE ALL EQUIPMENT

AND MATERIAL FOR CONNECTION OF NEW 12"

WL AND GATE VALVE TO EXISTING 12" WL

COORDINATE CONNECTION WITH WOLF CREEK

FEDERAL SERVICE

BID OPTION

NO. 1: NEW

12" WL

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SCALE:

50' 100'50

1"=50'

BID OPTION NO. 1:

NEW 12" WL; SEE

NOTE 6

INSET A

MATCHLINE

BID OPTION NO. 1: CUT, FILL, AND CAP EXISTING

12" WL; SEE SPECIFICATION 02 41 00 FOR

WATERLINE ABANDONMENT PLAN

REQUIREMENTS; ENSURE NO DISTURBANCE TO

EXISTING PAVEMENT

BID OPTION NO. 1: CUT, FILL, AND CAP EXISTING

12" WL; SEE SPECIFICATION 02 41 00 FOR

WATERLINE ABANDONMENT PLAN

REQUIREMENTS; ENSURE NO DISTURBANCE TO

EXISTING PAVEMENT

BID OPTION NO. 1: CUT, FILL, AND CAP EXISTING

12" WL; SEE SPECIFICATION 02 41 00 FOR

WATERLINE ABANDONMENT PLAN

REQUIREMENTS; ENSURE NO DISTURBANCE TO

EXISTING PAVEMENT

CU502

CU105

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BID OPTION NO. 1:

CUT AND CAP

EXISTING WL

BID OPTION

NO. 1: SEE

NOTE 5

BID OPTION NO. 1:

NEW 12" WL; SEE

NOTE 6

BID OPTION NO. 1:

NEW 12" WL; SEE

NOTE 6

BID OPTION NO. 1:

NEW 12" WL; SEE

NOTE 6

CD101

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CD103

CD104

CD105

CD106

KEY MAP

AMENDMENT 0002

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CD104

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CD101

CU102

CT102

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AutoCAD SHX Text H

STOP

V A

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V A

T I O

STATION

99+50 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00

99+50

100+00

101+00

102+00

103+00

104+00

105+00

106+00

107+00

108+00 109+00

L.S.

STA: 100+24.04

RIM: 641.89

INV. IN: 632.79 E

MH (2)

STA: 200+06.40

RIM: 642.24

INV. IN: 635.85 N

INV. IN: 638.33 N

INV. IN: 633.88 E

INV. OUT: 633.78 W

MH (3)

STA: 103+50.29

RIM: 641.73

INV. IN: 636.36 NW

INV. IN: 637.76 E

INV. IN: 637.76 W

INV. OUT: 636.26 S

MH (4)

STA: 105+49.98

RIM: 642.12

INV. IN: 637.26 N

INV. IN: 638.43 NE

INV. OUT: 637.16 SE

MH (5)

STA: 106+26.98

RIM: 642.00

INV. IN: 637.66 N

INV. OUT: 637.56 S

MH (6)

STA: 107+64.55

RIM: 641.52

INV. IN: 638.31 E

INV. OUT: 638.22 S

8" P

GRADE =

0.40%

8" P

GRADE =

0.40%

8" P

GRADE =

0.40%

8" P

GRADE =

0.40%

MH (1)

STA: 101+44.27

RIM: 642.00

INV. IN: 633.37 E

INV. OUT: 633.27 W

8" PVC

GRADE = 0.40%

8" PVC

GRADE = 0.40%

2' X 2' COMM Duct Bank

12" WL

36 inch Concrete Pipe

GRADE = 0.50%

E L

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STATION

299+00 300+00 301+00 302+00

299+00

300+00

301+00

302+00

Diverter Valve

STA: 301+20.60

RIM: 641.44

INV. IN: 635.31 N

INV. OUT: 635.21 S

INV. OUT: 635.31 W

Containment Tank Box (1)

STA: 301+06.68

RIM: 641.23

INV. IN: 635.29 E

INV. OUT: 628.32 W

84 inch Concrete Pipe

GRADE = 0.04%

Containment Tank Box (2)

STA: 300+12.78

RIM: 642.00

INV. IN: 628.28 E

16 inch Ductile Iron Pipe

GRADE = 0.18%

E L E

V A

T I O

STATION

199+50 200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00

199+50

200+00

201+00

202+00

203+00

204+00

205+00

206+00

207+00

208+00

12 inch Ductile Iron Pipe

GRADE = 0.22%

16 inch Ductile Iron Pipe

GRADE = 0.18%

16 inch Ductile Iron Pipe

GRADE = 0.18%

8" PVC

GRADE = 0.40%

8" PVC

GRADE = 0.40%

Trench MH (1)

STA: 201+75.84

RIM: 641.30

INV. IN: 635.44 N

INV. OUT: 635.33 S

Trench MH (2)

STA: 204+48.52

RIM: 641.56

INV. IN: 636.03 N

INV. OUT: 635.93 S

Trench MH (3)

STA: 207+19.39

RIM: 641.33

INV. OUT: 636.62 S

OWS

STA: 200+28.61

RIM: 642.02

INV. IN: 634.60 E

INV. OUT: 633.94 W

Diverter Valve

STA: 301+20.60

RIM: 641.44

INV. IN: 635.31 N

INV. OUT: 635.21 S

INV. OUT: 635.31 W

8" P

GRADE =

0.40%

MH (7)

STA: 201+44.74

R…

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File details come from the government source that posted it. Updated Jul 27, 2020.