ATTACHMENT 1a - FSB2020-270-00 - WI-ANG - 3-Bay Hangar - ADD 01 COMBINED DRAWINGS (1 of 2).pdf
PDF 42 MB Posted
- Attached to
- F-35 THREE BAY SPECIALIZED HANGAR
- Solicitation number
- W50S9F-22-B-0001
- Issued by
-
Department of the Army National Guard
About this file
This solicitation is for the construction of a new three-bay specialized hangar at Dane County Regional Airport - Truax Field in Madison, Wisconsin. The project involves demolishing an existing 19,875 square foot building and constructing a new 31,000 square foot hangar facility compatible with the F-35 mission. Scope of work includes pre-conditioned aircraft air, 270VDC power, fire suppression, HVAC, administrative and shop spaces, a lightning protection system, fall protection, and an Advantor security system. The contract will be a single award fixed-price construction contract with a duration of 550 days from notice to proceed. The base bid is for hangar construction with options for a paint/mix addition and aircraft-rated pavement. The bid opening will be conducted on SAM.gov. Interested contractors must register in SAM and check the website for any amendments. The solicitation is seeking a brand name product for the security, DDC, and key systems. The contract value is estimated between $25-100 million.
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AREA OF
WORK
TRUAX FIELD
MAIN GATE ENTRY
Air National Guard F-35 3-Bay Specialized Hangar
Truax Field at Dane County Regional Airport - Madison, Wisconsin
Type B-3 Submission December 23, 2021
5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436
405.840.2931 | fsb-ae.com
F-
-B ay
S pe ci al iz ed
H an ga r
SCALE: NTS
VICINTY MAP1
N
5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436
405.840.2931 | fsb-ae.com
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
3- Ba y S pe cia liz ed H an ga r M ad iso n, W isc on sin
Ai r N at io na l G ua rd
C
B
A
D
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B
A
54321
DECEMBER 23, 2021
C :\U sers\gaz\D o cum ents\02700_Arch_G Zalabak Z5W
7D .rvt
4/27/2022 1:50: 46 PM
SHEET INDEX
G-002
JBC
JRT/JBC
MP
SHEET INDEX
NUMBER TITLE
MECHANICAL
M-001 LEGEND & ABBREVIATIONS
MD101 COMPOSITE HVAC DEMO PLAN
MH101 COMPOSITE HVAC FLOOR PLAN
MH102 PARTIAL HVAC FLOOR PLAN - SECTOR ONE
MH103 PARTIAL HVAC FLOOR PLAN - SECTOR TWO
MH104 COMPOSITE HVAC ROOF PLAN
MH105 PARTIAL HVAC ROOF PLAN - SECTOR ONE
MH106 PARTIAL HVAC ROOF PLAN - SECTOR TWO
MP101 COMPOSITE PIPING FLOOR PLAN
MP102 PARTIAL PIPING FLOOR PLAN - SECTOR ONE
MP103 PARTIAL PIPING FLOOR PLAN - SECTOR TWO
M-301 SECTIONS
M-302 SECTIONS
M-303 SECTIONS
M-304 SECTIONS
M-305 SECTIONS
M-306 SECTIONS
M-307 SECTIONS
M-308 SECTIONS
M-309 SECTIONS
M-310 SECTIONS
M-311 SECTIONS
M-312 SECTIONS
M-401 ENLARGED PLANS
M-402 ENLARGED PLANS
M-403 ENLARGED PLANS
M-404 ENLARGED PLANS
M-501 DETAILS
M-502 DETAILS
M-503 DETAILS
M-504 DETAILS
M-505 DETAILS
M-506 DETAILS
M-601 FLOW DIAGRAM
M-602 FLOW DIAGRAM
M-701 SCHEDULES
M-702 SCHEDULES
M-703 SCHEDULES
M-801 CONTROLS
M-802 CONTROLS
M-803 CONTROLS
M-804 CONTROLS
M-805 CONTROLS
M-806 CONTROLS
M-807 CONTROLS
M-808 CONTROLS
M-809 CONTROLS
M-810 CONTROLS
M-811 CONTROLS
M-812 CONTROLS
M-813 CONTROLS
ELECTRICAL
E-001 LEGEND, ABBREVIATIONS, & MOUNTING HEIGHT DETAIL
ES101 ELECTRICAL SITE PLAN
EH101 ELECTRICAL HAZARDOUS AREAS PLAN
EG101 ELECTRICAL GROUNDING PLAN
EG102 ELECTRICAL LIGHTNING PROTECTION PLAN
EG501 ELECTRICAL GROUNDING AND LIGHTNING PROTECTION DETAILS
EG502 ELECTRICAL GROUNDING AND LIGHTNING PROTECTION DETAILS
EG601 ELECTRICAL GROUNDING ONE-LINE DIAGRAM
ED101 ELECTRICAL DEMOLITION PLAN
EP101 ELECTRICAL POWER PLAN SECTOR ONE
EP102 ELECTRICAL POWER PLAN SECTOR TWO
EP103 ELECTRICAL POWER PLAN - ROOF PLAN
EP401 ELECTRICAL ENLARGED PLANS
EP501 ELECTRICAL POWER DETAILS
EP601 ELECTRICAL ONE-LINE DIAGRAMS
EP701 ELECTRICAL PANEL SCHEDULES
EP702 ELECTRICAL PANEL SCHEDULES
EL101 ELECTRICAL LIGHTING PLAN SECTOR ONE
EL102 ELECTRICAL LIGHTING PLAN SECTOR TWO
EL501 ELECTRICAL LIGHTING DETAILS
EL502 ELECTRICAL LIGHTING FIXTURE DETAILS
EL503 ELECTRICAL LIGHTING FIXTURE DETAILS
EL601 ELECTRICAL LIGHTING FIXTURE SCHEDULE
TELECOMMUNICATIONS
ET101 TELECOMMUNICATION PLAN SECTOR ONE
ET102 TELECOMMUNICATION PLAN SECTOR TWO
ET501 TELECOMMUNICATION DETAILS
ET601 TELECOMMUNICATIONS RISER DIAGRAM
TY101 TELECOMMUNICATION SECURITY PLAN SECTOR ONE
TY102 TELECOMMUNICATION SECURITY PLAN SECTOR TWO
TY103 SPECIAL SYSTEMS PAGING PLAN SECTOR ONE
TY104 SPECIAL SYSTEMS PAGING PLAN SECTOR TWO
TY501 SPECIAL SYSTEMS DETAILS
TY601 SPECIAL SYSTEM RISER DIAGRAMS
SHEET INDEX
NUMBER TITLE
ARCHITECTURAL
A-001 ABBREVIATIONS AND SYMBOLS
A-002 PARTITION TYPES
A-003 AIR BARRIER PLAN
A-004 AIR BARRIER SECTIONS
AD-101 COMPOSITE DEMOLITION PLAN
A-100 COMPOSITE FLOOR PLAN
A-101 ROOM DIMENSION PLAN - SECTOR ONE
A-102 ROOM DIMENSION PLAN - SECTOR TWO
A-103 PARTIAL FLOOR PLAN - SECTOR ONE
A-104 PARTIAL FLOOR PLAN - SECTOR TWO
A-140 ROOF PLAN
A-150 COMPOSITE REFLECTED CEILING PLAN
A-151 PARTIAL REFLECTED CEILING PLAN - SECTOR ONE
A-152 PARTIAL REFLECTED CEILING PLAN - SECTOR TWO
A-155 CEILING & ROOF DETAILS
A-201 BUILDING ELEVATIONS
A-202 BUILDING ELEVATIONS
A-301 BUILDING SECTIONS
A-302 BUILDING SECTIONS
A-303 WALL SECTIONS
A-304 WALL SECTIONS
A-305 WALL SECTIONS
A-306 WALL SECTIONS
A-307 WALL SECTIONS
A-401 ENLARGED PLANS
A-402 INTERIOR ELEVATIONS
A-403 INTERIOR ELEVATIONS & CASEWORK SECTIONS
A-500 DETAILS
A-501 DETAILS
A-502 DETAILS
A-503 DETAILS
A-505 PLAN DETAILS
A-506 PLAN DETAILS
A-510 ISOMETRIC EXPANION JOINT
A-511 ISOMETRIC EXPANION JOINT
A-600 DOOR SCHEDULE
A-601 WINDOW ELEVATIONS
A-602 ROOM FINISH SCHEDULE & FINISH MATERIALS SCHEDULE
A-701 COMPOSITE FLOOR PLAN, ROOF PLAN, ELEVATIONS, WALL SECTION &
DETAILS - BID OPTION 1
A-702 FLOOR FINISH PLAN, ROOM FINISH SCHEDULE- BID OPTION 1
INTERIORS
IN-101 PARTIAL FLOOR FINISH PLAN - SECTOR ONE
IN-102 PARTIAL FLOOR FINISH PLAN - SECTOR TWO
IN-103 INTERIOR FINISH DETAILS
IF-101 PARTIAL FURNITURE & EQUIPMENT PLAN - SECTOR ONE
IF-102 PARTIAL FURNITURE & EQUIPMENT PLAN - SECTOR TWO
IG-101 PARTIAL SIGNAGE PLAN - SECTOR ONE
IG-102 PARTIAL SIGNAGE PLAN - SECTOR TWO
IG-500 SIGNAGE DETAILS
IG-501 SIGNAGE MOUNTING HEIGHTS
IG-600 SIGNAGE SCHEDULE
FIRE PROTECTION
F-001 FIRE PROTECTION LEGEND & ABBREVIATIONS AND SCHEMATIC PIPING
DIAGRAM
FX101 FIRE SUPPRESSION PLAN - SECTOR 1
FX102 FIRE SUPPRESSION PLAN - SECTOR 2
FX401 ENLARGED FIRE SUPPRESSION PLANS
FA101 FIRE ALARM & MASS NOTIFICATION SYSTEM PLAN - SECTOR 1
FA102 FIRE ALARM & MASS NOTIFICATION SYSTEM PLAN - SECTOR 2
FA401 ENLARGED FIRE ALARM AND MASS NOTIFICATION SYSTEM PLAN - FP
ROOM 125
FA501 FIRE ALARM - TRENCH DRAIN OUTFALL CONTAINMENT & VALVE
MONITORING PANEL
FA601 FIRE ALARM & MASS NOTIFICATION SYSTEM RISER DIAGRAM
FA701 FIRE ALARM & MASS NOTIFICATION SYSTEM INPUT / OUTPUT MATRIX
FC101 RELEASING SYSTEM PLAN - SECTOR 1
FC102 RELEASING SYSTEM PLAN - SECTOR 2
FC601 RELEASING SYSTEM RISER DIAGRAM
FC701 RELEASING SYSTEM INPUT / OUTPUT MATRIX
PLUMBING
P-001 LEGEND & ABBREVIATIONS
PD101 PLUMBING DEMOLITION PLAN
P-100 COMPOSITE UNDERFLOOR PLUMBING PLAN
P-101 UNDERFLOOR PLUMBING PLAN SECTOR ONE
P-102 UNDERFLOOR PLUMBING PLAN SECTOR TWO
P-110 COMPOSITE GROUND FLOOR PLUMBING PLAN
P-111 GROUND FLOOR PLUMBING PLAN SECTOR ONE
P-112 GROUND FLOOR PLUMBING PLAN SECTOR TWO
P-120 COMPOSITE ROOF PLUMBING PLAN
P-121 BID OPTION 1 PLANS
P-401 ENLARGED PLANS
P-501 DETAILS
P-601 COMPRESSED AIR FLOW DIAGRAM
P-701 PLUMBING SCHEDULES
SHEET INDEX
NUMBER TITLE
GENERAL
G-001 COVER SHEET
G-002 SHEET INDEX
G-101 LIFE SAFETY PLAN
G-102 CODE SUMMARY
CIVIL
C-101 ACCESS PLAN
C-201 STORM WATER POLLUTION PREVENTION PLAN
C-202 STORM WATER POLLUTION PREVENTION DETAILS
C-301 REMOVAL PLAN
C-401 PROPOSED PLAN
C-402 TYPICAL SECTION AND PAVEMENT DETAILS
C-403 FENCING DETAILS
C-404 JOINTING PLAN
C-405 PAVEMENT JOINTING DETAILS
C-406 JOINT STAKING PLAN
C-501 GRADING PLAN
C-502 GRADING PLAN-EAST OLI PAVEMENT
C-601 UTILITY PLAN
C-602 DRAINAGE SCHEDULE & DETAILS
C-603 DRAINAGE DETAILS
C-604 SANITARY SCHEDULE & DETAILS
C-605 SANITARY DETAILS
C-606 SANITARY - OIL WATER SEPERATOR DETAILS
C-607 WATER DETAILS
C-608 WATER DETAILS
STRUCTURAL
S-001 GENERAL NOTES
S-002 FALL ARREST DIAGRAM
S-003 TYPICAL DETAILS
S-004 BASE PLATE DETAILS
S-005 TYPICAL DETAILS-MASONRY
S-006 TYPICAL DETAILS-FRAMING
S-007 TYPICAL DETAILS-GIRTS
S-008 WIND DIAGRAM
S-009 SNOW DIAGRAM
S-010 ISOMETRIC
S-011 ISOMETRIC W/BID OPTION
S-012 SPECIAL INSPECTION TABLES
S-013 SPECIAL INSPECTION TABLES
SB101 FOUNDATION PLAN - COMPOSITE
SB102 FOUNDATION PLAN - SECTOR ONE
SB103 FOUNDATION PLAN - SECTOR TWO
SB104 SLAB AND WALL PLAN - COMPOSITE
SB105 SLAB AND WALL PLAN - SECTOR ONE
SB106 SLAB AND WALL PLAN - SECTOR TWO
SB501 FOUNDATION DETAILS
SB502 FOUNDATION DETAILS
SB503 FOUNDATION DETAILS
SF101 LOW ROOF FRAMING PLAN - COMPOSITE
SF102 LOW ROOF FRAMING PLAN - SECTOR ONE
SF103 LOW ROOF FRAMING PLAN - SECTOR TWO
SF104 HIGH ROOF FRAMING PLAN - COMPOSITE
SF105 HIGH ROOF FRAMING PLAN - SECTOR ONE
SF106 HIGH ROOF FRAMING PLAN - SECTOR TWO
SF201 FRAMING ELEVATIONS
SF202 FRAMING ELEVATIONS
SF203 FRAMING ELEVATIONS
SF204 FRAMING ELEVATIONS
SF205 FRAMING ELEVATIONS
SF206 FRAMING ELEVATIONS
SF207 FRAMING ELEVATIONS
SF208 FRAMING ELEVATIONS
SF209 FRAMING ELEVATIONS
SF210 FRAMING ELEVATIONS
SF211 CMU SHEAR WALL ELEVATIONS
SF401 ENLARGED PLANS
SF402 ENLARGED PLANS
SF501 FRAMING DETAILS
SF502 FRAMING DETAILS
SF503 FRAMING DETAILS
SF504 FRAMING DETAILS
SF505 FRAMING DETAILS
SF506 FRAMING DETAILS
SF507 FRAMING DETAILS
SF508 FRAMING DETAILS
SF701 FOUNDATION PLAN, SLAB PLAN, FRAMING PLAN, DETAILS - BID OPTION 1
1 ADDENDUM 1 04/22/2022
T
T
T
T
T
T
T
T
T
TT
PF
PF
PF
PF
PF
PF
F-
A
F-35A
F-
A
F-35A
F-35A
F-35A
F-
A
F-35A
F-
A
F-35A
F-35A
F-35A
OCCUPANT LOAD NUMBER AT EXIT
COMPONENT
EXIT COMPONENT MAXIMUM OCCUPANT
CAPACITY NUMBER
DRY CHEMICAL TYPE FIRE EXTINGUISHER -
WALL BRACKET
MOUNTED AT 48" AFF
XX
MULTI-PURPOSE TYPE FIRE EXTINGUISHER -
WALL BRACKET
MOUNTED AT 48" AFF
MULTI-PURPOSE TYPE FIRE EXTINGUISHER -
SEMI-RECESSED CABINET
MOUNTED AT 48" AFF
COMMON PATH
LIFE SAFETY LEGEND
EXIT ACCESS
000 OCCUPANT LOAD AT POINT
ON EGRESS PATH
OCCUPANCY LEGEND
IBC ACCESSORY STORAGE AREAS, MECHANICAL
EQUIPMENT ROOM
IBC AIRCRAFT HANGARS
IBC BUSINESS AREAS
12.63 OCC
2.43 OCC
2.36 OCC
4.01 OCC
117B
109111
2.00 OCC
0.92 OCC
3.40 OCC
108112 110
3.
O C
C
3.28 OCC
3.05 OCC
1.03 OCC
0.70 OCC
132 138
120B
9.76 OCC
117A
0A
TWO HOUR FIRE
BARRIER
ONE HOUR FIRE BARRIER
ONE HOUR FIRE BARRIER
ONE HOUR FIRE BARRIER
ONE HOUR FIRE BARRIER
ONE HOUR FIRE BARRIER
ONE HOUR FIRE BARRIER
(S-1, STORAGE)
NFPA - INDUSTRIAL
SPECIAL PURPOSE
(S-2, STORAGE)
ONE HOUR FIRE BARRIER
TYPE A-1
VOLUME 1 BASIS OF DESIGN
PART 1 - DESIGN INTENT
1.2.6 NUMBER OF OCCUPANTS
BASED ON THE DATA PROVIDED IN THE DESIGN, THIS
FACILITYWILL BE ROUTINELY OCCUPIED BY 21 FULL
TIME EQUIVALENT (FTE) PERSONNEL. DEDICATED
MALE AND FEMALE RESTROOMS WILL BE PROVIDED
TO COMPLY WITH THE MALE/FEMALE RATIO OF 80/20
IN ACCORDANCE WITH ANG ETL 15-01-00 PARAGRAPH
4.3.10.2; THIS RATIO AND QUANTITY WAS CONFIRMED
BY THE FACILITY USERS.
UFC 3-600-01
CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION
3-2.1.2 THE IBC MUST BE UTILIZED TO DETERMINE
THE OCCUPANCY CLASSIFICATION AS IT RELATES TO
ALLOWABLE CONSTRUCTION TYPE, BUILDING
HEIGHT, BUILDING AREA, BUILDING SEPARATION
DISTANCE, OCCUPANCY SEPARATION AND
ASSOCIATED REQUIREMENTS.
3-3.1.1 THE NFPA MUST BE UTILIZED TO DETERMINE
THE OCCUPANCY CLASSIFICATION AS IT RELATES TO
FIRE/SMOKE RESISTANCE RATING OF INTERIOR NON-
LOAD BEARING PARTITIONS (OTHER THAN
OCCUPANCY SEPARATION), MEANS OF EGRESS,
INTERIOR FINISH, FEATURES OF FIRE PROTECTION
(INCLUDING VERTICAL OPENINGS) AND ASSOCIATED
REQUIREMENTS.
9.56 OCC
TRAVEL DISTANCE = 91'
TR
AV
EL
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TA
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E
TR
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TRAVEL DISTANCE = 33' TRAVEL DISTANCE = 33'
SEGMENT TRAVEL
DISTANCE - 55' SEGMENT
TRAVEL
DISTANCE - 12'
SE
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EN
T
TR
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EL
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TA
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-5 4'
SEGMENT TRAVEL DISTANCE - 53'
SEGMENT TRAVEL DISTANCE - 48'
NFPA 101 TABLE 7.3.3.1 EGRESS CAPACITY FACTORS
LEVEL COMPONENTS SHALL HAVE .2 IN WIDTH PER
PERSON.
32 IN CLEAR FOR DOOR / .2 = 160
64 IN CLEAR FOR DOOR / .2 = 320
SE
G
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-6 4'
SE
G
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T
TR
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EL
D
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TA
N
C E
-6 4'
SEGMENT TRAVEL DISTANCE - 50'
5.
O C
C
5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436
405.840.2931 | fsb-ae.com
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
3- Ba y S pe cia liz ed H an ga r M ad iso n, W isc on sin
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
DECEMBER 23, 2021N
N
PROJECT
KEYPLAN
A
PLAN TRUE
C :\U sers\nw c\D ocum ents\M y R evit\02700_Arch_ N
C hapm an9285M .rvt
12/22/2021 4:20 :55 PM
LIFE SAFETY PLAN
G-101
JBC
JRT/JBC
MP
OCCUPANT LOAD
AREA
LOAD
FACTOR
OCCUPANCY
CLASSIFICATION
OCCUPANT
LOAD
6,976 SF @ 1:150 GSF B BUSINESS 46.51
3,327 SF @ 1:300 GSF S-1 STORAGE 11.09
15,974 SF @ 1:500 GSF S-1 STORAGE 31.95
180 SF @ 1:300 GSF S-2 STORAGE 0.60
26,457 SF 90.15
OCCUPANCY AREA SCHEDULE
IBC Occupancy Classification
NFPA
Occupancy
Classification
ROOM
AREA
IBC Occupant Load Factor
NFPA
Occupant
Load Factor
IBC
Occupant
Load
NFPA
Occupant
Load REMARKSNUMBER NAME
B BUSINESS
B BUSINESS Business 102 VEST 50 SF 150 SF 150 SF 0.33 0.36 B BUSINESS Business 103 SHARED OFFICE 300 SF 150 SF 150 SF 2.00 1.88 B BUSINESS Business 104 FUEL OPEN
OFFICE
509 SF 150 SF 150 SF 3.40 3.35
B BUSINESS Business 105 VEST 120 SF 150 SF 150 SF 0.80 0.84 B BUSINESS Business 106 CORR 826 SF 150 SF 150 SF 5.50 5.27 B BUSINESS Business 107 CLASSROOM 602 SF 150 SF 150 SF 4.01 3.99 B BUSINESS Business 108 OFFICE 117 SF 150 SF 150 SF 0.78 0.78 B BUSINESS Business 109 RR W 164 SF 150 SF 150 SF 1.09 0.89 B BUSINESS Business 110 WING WEAPONS
MGR
125 SF 150 SF 150 SF 0.83 0.82
B BUSINESS Business 111 RR M 164 SF 150 SF 150 SF 1.09 0.95 B BUSINESS Business 112 FUEL SUPERVISOR 135 SF 150 SF 150 SF 0.90 0.81 B BUSINESS Business 113 BREAK/ TRAINING 551 SF 150 SF 150 SF 3.67 3.47 B BUSINESS Business 114 VEST 159 SF 150 SF 150 SF 1.06 1 B BUSINESS Business 115 OFFICE 125 SF 150 SF 150 SF 0.83 0.85 B BUSINESS Business 116 VINYL OPEN
OFFICE
492 SF 150 SF 150 SF 3.28 3.24
B BUSINESS Business 120A VEST 73 SF 150 SF 150 SF 0.48 0.58 B BUSINESS Business 120B CORR 717 SF 150 SF 150 SF 4.78 5.46 B BUSINESS Business 121 ELEC 78 SF 150 SF 150 SF 0.52 0.38 B BUSINESS Business 127 VEST 98 SF 150 SF 150 SF 0.66 0.64 B BUSINESS Business 130 CLEAN M RR 286 SF 150 SF 150 SF 1.90 1.93 B BUSINESS Business 131 CLEAN M LR 88 SF 150 SF 150 SF 0.59 0.58 B BUSINESS Business 132 CLEAN SHOWER M 51 SF 150 SF 150 SF 0.34 0.34 B BUSINESS Business 133 DIRTY SHOWER M 57 SF 150 SF 150 SF 0.38 0.38 B BUSINESS Business 134 DIRTY LR M 179 SF 150 SF 150 SF 1.19 1.19 B BUSINESS Business 135 DIRTY SHOWER M 56 SF 150 SF 150 SF 0.37 0.37 B BUSINESS Business 136 CLEAN W RR 254 SF 150 SF 150 SF 1.69 1.68 B BUSINESS Business 137 CLEAN W LR 88 SF 150 SF 150 SF 0.58 0.36 B BUSINESS Business 138 CLEAN SHOWER W 56 SF 150 SF 150 SF 0.37 0.37 B BUSINESS Business 139 DIRTY LR W 102 SF 150 SF 150 SF 0.68 0.68 B BUSINESS Business 140 DIRTY SHOWER W 61 SF 150 SF 150 SF 0.41 0.41 B BUSINESS Business 141 DIRTY RR UNISEX 49 SF 150 SF 150 SF 0.33 0.33 B BUSINESS Business 142 DIRTY VEST 247 SF 150 SF 150 SF 1.64 1.64
B BUSINESS: 32 6,976 SF 46.51 45.82
S-1 STORAGE
S-1 STORAGE Industrial 101 WEAPONS
TRAINING
6,314 SF 500 SF 500 SF 12.63 13.17
S-1 STORAGE Storage 117A MOTHER'S ROOM 83 SF 300 SF 0.28 S-1 STORAGE Storage 117B JAN 66 SF 300 SF 0.22 S-1 STORAGE Storage 118 FUEL MAINT.
GENERAL
STORAGE
275 SF 300 SF 0.92
S-1 STORAGE Industrial 119 FUEL CELL 4,782 SF 500 SF 500 SF 9.56 9.96 S-1 STORAGE Storage 124 MECH 709 SF 300 SF 2.36 S-1 STORAGE Storage 125 FIRE 730 SF 300 SF 2.43 S-1 STORAGE Storage 126 TOOLS 916 SF 300 SF 3.05 S-1 STORAGE Industrial 128 WASH BAY 4,878 SF 500 SF 500 SF 9.76 9.97 S-1 STORAGE Storage 129 JAN. 300 SF S-1 STORAGE Storage 143 MASK WASHING 30 SF 300 SF 0.10 S-1 STORAGE Storage 145 ELEC 309 SF 300 SF 1.03 S-1 STORAGE Storage 146 COMM 209 SF 300 SF 0.70
S-1 STORAGE: 13 19,301 SF 43.04 33.1
S-2 STORAGE
S-2 STORAGE Storage 122 FUEL 91 SF 300 SF 300 SF 0.30 0.23 S-2 STORAGE Storage 123 WASH 89 SF 300 SF 300 SF 0.30 0.23
S-2 STORAGE: 2 180 SF 0.60 0.46
TOTAL: 47 26,457 SF 90.15 79.38
SCALE: 1/16" = 1'-0"
LIFE SAFETY PLAN1
0 8' 16' 32'
1/16" = 1'-0"
W
IS C O NS IN
A R C H I T E C T
JASON T.
HOLUBY
A-13101
OKLAHOMA CITY
OK
MEANS OF EGRESS REQUIREMENTS - 2018 NFPA 101 (U.N.O.)
SPECIAL PURPOSE INDUSTRIAL
(AIRCRAFT HANGARS)
OCCUPANT LOAD
FACTOR
BUSINESS USE
GENERAL PURPOSE
INDUSTRIAL USE
STORAGE/ MECHANICAL
USE
MAX. PROBABLE # OF
OCCUPANTS PRESENT
AT ANY TIME PER NFPA
101, TABLE 7.3.1.2
150 GROSS
(TABLE 7.3.1.2)
100 GROSS
(TABLE 7.3.1.2)
500 GROSS
(TABLE 7.3.1.2)
COMMON PATH
OF TRAVEL
100'
(TABLE 40.2.5.1)
100' (38.2.5.3.1)
100' (40.2.5)
100' (42.2.5)
MAXIMUM TRAVEL
DISTANCE TO EXITS
EXTERIOR INTERVAL
150' (40.6.2.2)
300' (38.2.6.3)
250'
(TABLE 40.2.6.1)
400'
(TABLE 42.2.6)
MINIMUM EXIT ACCESS
CORRIDOR WIDTH
44" (38.2.3.2)
36" (7.3.4.1)
36" (7.3.4.1)
50' (40.6.4)
50' (38.2.5.2.1)
50'
(TABLE 40.2.5.1)
100'
(TABLE 42.2.5)
MAXIMUM DEAD END
CORRIDOR LENGTH
MINIMUM NUMBER
OF EXITS
(40.6.2.1)
PER OCCUPANT
LOAD
(40.2.4.1.1)
CODE SUMMARY
OCCUPANCIES (IBC 2018)
ITEM 2018 IBC REQUIREMENT (U.N.O.)
GENERAL
BUSINESS, GROUP B (304.1) - OFFICE AREAS, ACCESSORY AREAS
HIGH HAZARD GROUP H-2 - SUPPORT SHOP (ALTERNATE BID)
STORAGE, GROUP S-1 (311.2) - MECHANICAL, ELECTRICAL AND
STORAGE AREAS.
STORAGE, GROUP S-2 (311.3) - LAUNDRY ROOMS
OCCUPANCIES (NFPA 101, 2018) BUSINESS (6.1.11) - OFFICE AREAS
SPECIAL PURPOSE INDUSTRIAL, SPI (40.1.2.1.2) - HANGAR AREAS
CONSTRUCTION TYPE TYPE II-B (IBC, TABLE 601)
ALLOWABLE HEIGHT/STORIES UNLIMITED HEIGHT (UFC, 4-211-01, 3-3.1.7)/3 STORIES (IBC, TABLE 504.4)
ALLOWABLE AREA UNLIMITED ONE STORY (IBC 507.4)
ADAAG FULLY COMPLIANT
FIRE PROTECTION SYSTEMS
AIRCRAFT SERVICING AREA LOW-LEVEL HIGH EXPANSION FOAM SYSTEM PREACTION PIPE
SPRINKLER SYSTEM (UFC 4-211-01)
ADMINISTRATION AND SHOPS WET PIPE SPRINKLER SYSTEM (UFC 3-600-01 FIRE PROTECTION)
FIRE RESISTANCE REQUIREMENTS
BOILER ROOMS, FURNACE
ROOMS, AND GENERAL
STORAGE ROOMS OVER 100 SF
1 HOUR OR AUTOMATIC FIRE EXTINGUISHING SYSTEM
(TABLE 509)
NON-LOADBEARING EXTERIOR
WALLS
0 HOUR (TABLE 602)
HANGAR COLUMNS 0 HOUR (UFC 4-211-01, 3-3.1.2)
FLOOR CONSTRUCTION 0 HOUR (TABLE 601)
ROOF CONSTRUCTION 0 HOUR (TABLE 601)
FIRE SEPARATION REQUIREMENTS
BUILDING DATA
BUILDING AREA
GROUND FLOOR
HANGAR BAYS
ADMINISTRATIVE AREAS
ACCESSORY STO AND MECH
16,574 SQUARE FEET
2,838 SQUARE FEET
3,559 SQUARE FEET
BUILDING CODES AND STANDARDS
INTERNATIONAL MECHANICAL CODE 2018
INTERNATIONAL BUILDING CODE 2018
NATIONAL ELECTRICAL CODE 2020
NFPA 101 LIFE SAFETY CODE 2018
MINIMUM EGRESS WIDTH 0.2" PER OCCUPANT (NFPA 101, TABLE 7.3.3.1)
EXIT ENCLOSURES 1 HOUR (NFPA 101, 7.1.3.2.1), 1 HOUR DOORS (NFPA 101, 8.3.2.2)
BETWEEN AIRCRAFT SERVICING
AREAS AND ALL OTHER OPERATIONS
1 HOUR (UFC 04-211-01, 3-3.1.2)
DRAFT CURTAINS RECTANGULAR ROOF POCKETS, MAX. 7,500 SF (UFC 4-211-01, 3-3.1.10)
BETWEEN ALL OTHER OCCUPANCIES NOT REQUIRED - MIXED USE NONSEPARATED PER 508.3.2
TOTAL (GROSS SQUARE FEET) 22,968 SQUARE FEET
NFPA 409, STANDARD FOR AIRCRAFT HANGARS 2016
NATIONAL FIRE CODES (NFPA) LATEST EDITIONS
ICC/ANSI A117.1 2003
UNIFORM FEDERAL ACCESSIBILITY STANDARD (UFAS)
UFC 3-600-01, FIRE PROT. ENGINEERING FOR FACILITIES
UFC 1-200-01, GENERAL BUILDING REQUIREMENTS
UFC 4-010-01, MINIMUM ANTI-TERRORISM STANDARDS
ADDITIONAL UNIFIED FACILITY CRITERIA
ACCESSIBILITY FOR FIREFIGHTING
ALL WEATHER ACCESS MUST BE PAVED TO WITHIN 10M
(33 FT) FROM THE BUILDING (UFC 4-211-01, 3-3.1.11)
FIRE DEPARTMENT ACCESS ROADS
MUST COMPLY WITH NFPA 1 (18.2.3.5.1) ACCESS
ROADS SHALL HAVE AN UNOBSTRUCTED WIDTH OF
NOT LESS THAN 20 FT.
PORTABLE FIRE EXTINGUISHERS - 2018 NFPA 10 (U.N.O.)
EXTINGUISHER SELECTION
MAX TRAVEL DISTANCE
CLASSIFICATION OF
HAZARD
EXTRA (HIGH) 5.4.1.3 HANGAR
BAY
ORDINARY (MODERATE) 5.4.1.2 -
STORAGE, SUPPORT SHOP
4A:60B:C
B: 50 FEET (TABLE 6.3.1.1)
LIGHT (LOW) 5.4.1.1
OFFICE AREAS
20A:120B:C
B: 50 FEET (TABLE 6.3.1.1)
4A:60B:C
B: 50 FEET (TABLE 6.3.1.1)
FIRE PROTECTION ROOM 1 HOUR (UFC 4-211-01, 3-6.7)
INTERNATIONAL PLUMBING CODE 2018
UFC 4-021-01, DESIGN AND O&M: MASS NOTIFICATION
SYSTEMS
PER OCCUPANT
LOAD
ADJACENT BETWEEN AIRCRAFT
MAINTENANCE BAYS 2 HOURS FIGURE 3.1
PLUMBING MATRIX
WATER CLOSETS/URINALS
(MALE)
B
WATER CLOSETS (FEMALE)
LAVATORIES (MALE)
LAVATORIES (FEMALE)
1.4
0.38
0.93
0.23
S
0.35
0.22
0.35
0.22
1.75
0.60
1.28
0.45
REQUIRED PROVIDED
TOTAL PLUMBING FIXTURES
SERVICE SINKS
DRINKING FOUNTAINS
1 1 1 2
0.45 0.02 0.47 1
WATER CLOSETS (UNISEX)
LAVATORIES (UNISEX)
5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436
405.840.2931 | fsb-ae.com
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
3- Ba y S pe cia liz ed H an ga r M ad iso n, W isc on sin
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
DECEMBER 23, 2021
C :\U sers\gaz\D o cum ents\02700_Arch_G Zalabak Z5W
7D .rvt
4/20/2022 11:22 :44 AM
CODE SUMMARY
G-102
JBC
JRT/JBC
MP
OCCUPANCY AREA SCHEDULE
IBC Occupancy Classification
NFPA
Occupancy
Classification
ROOM
AREA
IBC Occupant Load Factor
NFPA
Occupant
Load Factor
IBC
Occupant
Load
NFPA
Occupant
Load REMARKSNUMBER NAME
B BUSINESS
B BUSINESS Business 102 VEST 50 SF 150 SF 150 SF 0.33 0.36 B BUSINESS Business 103 SHARED OFFICE 300 SF 150 SF 150 SF 2.00 1.88 B BUSINESS Business 104 FUEL OPEN
OFFICE
509 SF 150 SF 150 SF 3.40 3.35
B BUSINESS Business 105 VEST 120 SF 150 SF 150 SF 0.80 0.84 B BUSINESS Business 106 CORR 826 SF 150 SF 150 SF 5.50 5.27 B BUSINESS Business 107 CLASSROOM 602 SF 150 SF 150 SF 4.01 3.99 B BUSINESS Business 108 OFFICE 117 SF 150 SF 150 SF 0.78 0.78 B BUSINESS Business 109 RR W 164 SF 150 SF 150 SF 1.09 0.89 B BUSINESS Business 110 WING WEAPONS
MGR
125 SF 150 SF 150 SF 0.83 0.82
B BUSINESS Business 111 RR M 164 SF 150 SF 150 SF 1.09 0.95 B BUSINESS Business 112 FUEL SUPERVISOR 135 SF 150 SF 150 SF 0.90 0.81 B BUSINESS Business 113 BREAK/ TRAINING 551 SF 150 SF 150 SF 3.67 3.47 B BUSINESS Business 114 VEST 159 SF 150 SF 150 SF 1.06 1 B BUSINESS Business 115 OFFICE 125 SF 150 SF 150 SF 0.83 0.85 B BUSINESS Business 116 VINYL OPEN
OFFICE
492 SF 150 SF 150 SF 3.28 3.24
B BUSINESS Business 120A VEST 73 SF 150 SF 150 SF 0.48 0.58 B BUSINESS Business 120B CORR 717 SF 150 SF 150 SF 4.78 5.46 B BUSINESS Business 121 ELEC 78 SF 150 SF 150 SF 0.52 0.38 B BUSINESS Business 127 VEST 98 SF 150 SF 150 SF 0.66 0.64 B BUSINESS Business 130 CLEAN M RR 286 SF 150 SF 150 SF 1.90 1.93 B BUSINESS Business 131 CLEAN M LR 88 SF 150 SF 150 SF 0.59 0.58 B BUSINESS Business 132 CLEAN SHOWER M 51 SF 150 SF 150 SF 0.34 0.34 B BUSINESS Business 133 DIRTY SHOWER M 57 SF 150 SF 150 SF 0.38 0.38 B BUSINESS Business 134 DIRTY LR M 179 SF 150 SF 150 SF 1.19 1.19 B BUSINESS Business 135 DIRTY SHOWER M 56 SF 150 SF 150 SF 0.37 0.37 B BUSINESS Business 136 CLEAN W RR 254 SF 150 SF 150 SF 1.69 1.68 B BUSINESS Business 137 CLEAN W LR 88 SF 150 SF 150 SF 0.58 0.36 B BUSINESS Business 138 CLEAN SHOWER W 56 SF 150 SF 150 SF 0.37 0.37 B BUSINESS Business 139 DIRTY LR W 102 SF 150 SF 150 SF 0.68 0.68 B BUSINESS Business 140 DIRTY SHOWER W 61 SF 150 SF 150 SF 0.41 0.41 B BUSINESS Business 141 DIRTY RR UNISEX 49 SF 150 SF 150 SF 0.33 0.33 B BUSINESS Business 142 DIRTY VEST 247 SF 150 SF 150 SF 1.64 1.64
B BUSINESS: 32 6,976 SF 46.51 45.82
S-1 STORAGE
S-1 STORAGE Industrial 101 WEAPONS
TRAINING
6,314 SF 500 SF 500 SF 12.63 13.17
S-1 STORAGE Storage 117A MOTHER'S ROOM 83 SF 300 SF 0.28 S-1 STORAGE Storage 117B JAN 66 SF 300 SF 0.22 S-1 STORAGE Storage 118 FUEL MAINT.
GENERAL
STORAGE
275 SF 300 SF 0.92
S-1 STORAGE Industrial 119 FUEL CELL 4,782 SF 500 SF 500 SF 9.56 9.96 S-1 STORAGE Storage 124 MECH 709 SF 300 SF 2.36 S-1 STORAGE Storage 125 FIRE 730 SF 300 SF 2.43 S-1 STORAGE Storage 126 TOOLS 916 SF 300 SF 3.05 S-1 STORAGE Industrial 128 WASH BAY 4,878 SF 500 SF 500 SF 9.76 9.97 S-1 STORAGE Storage 129 JAN. 300 SF S-1 STORAGE Storage 143 MASK WASHING 30 SF 300 SF 0.10 S-1 STORAGE Storage 145 ELEC 309 SF 300 SF 1.03 S-1 STORAGE Storage 146 COMM 209 SF 300 SF 0.70
S-1 STORAGE: 13 19,301 SF 43.04 33.1
S-2 STORAGE
S-2 STORAGE Storage 122 FUEL 91 SF 300 SF 300 SF 0.30 0.23 S-2 STORAGE Storage 123 WASH 89 SF 300 SF 300 SF 0.30 0.23
S-2 STORAGE: 2 180 SF 0.60 0.46
TOTAL: 47 26,457 SF 90.15 79.38
1 ADDENDUM 1 04/22/2022
W
IS C O NS IN
A R C H I T E C T
JASON T.
HOLUBY
A-13101
SS
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SAN
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SAN SAN SAN SAN SAN SAN
SAN
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SANSAN
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SAN SAN
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SAN
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WV
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UT
UT
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UT
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GVGTST
WV
TEL
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SAN
SAN
WV
A/C A/C EL
SAN
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WV
AG
UT
BLDG
BLDG
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SIGN
SIGN
AG
AG
AG
UT
BLDG
UT
SAN
SAN
SAN
SAN
SAN
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BLDG
BLDG
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BLDG
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GTST
WV
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SAN
VENT
UT UT
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UT
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TEL
A/C
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AG
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SS
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SS
SS
W W
W W
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W
W
W
W
W
W
W
W W W
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W
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EXISTING PCC
PAVEMENT
EXISTING
BUILDING 414
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
STRUCTURE TO
BE RELOCATED
PRIOR TO
CONSTRUCTION
CONTRACTOR STAGING AREA,
RESTORE AT PROJECT
COMPLETION.
MITCHELL ST.
PROJECT LIMITS
0 15' 30' 60' N
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
-B ay S pe ci al iz ed H an ga r M ad is on , W is co ns in
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
DECEMBER 23, 2021
LDH
Engineering | Planning | Allied Services
Offices Nationwide www.hanson-inc.com
Hanson Professional Services Inc.
1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503
ACCESS PLAN
C-101
LDH
HLE
SS
EEEEE
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G
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G
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G
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G
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SAN
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N
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SAN SAN SAN SAN SAN SAN
SAN
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SANSAN
SAN
SAN
SAN SAN
SAN
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N
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WV
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WV
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ANCHOR
WV
UT
UT
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UT
ANCHOR
WV
TEL
WV
UT
ANCHOR
UT
ANCHOR
ANCHOR
UT
ANCHOR
ANCHOR
GV
GVGTST
WV
TEL
WV
SAN
SAN
WV
A/C A/C EL
SAN
SAN
AG
WV
AG
UT
BLDG
BLDG
BLDG
SIGN
SIGN
AG
AG
AG
UT
BLDG
UT
SAN
SAN
SAN
SAN
SAN
BLDG
BLDG
BLDG
BLDG
BLDG
SAN
GTST
WV
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WV
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SAN
SAN
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UT UT
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UT
A/C
BORE
AG
E
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SS
W W
W W
W
W
W
W
W
W
W
W
W
W W W
W
W
W
EXISTING PCC
PAVEMENT
EXISTING
BUILDING 414
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
STRUCTURE TO
BE RELOCATED
PRIOR TO
CONSTRUCTION
0 15' 30' 60' N
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
-B ay S pe ci al iz ed H an ga r M ad is on , W is co ns in
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
DECEMBER 23, 2021
LDH
Engineering | Planning | Allied Services
Offices Nationwide www.hanson-inc.com
Hanson Professional Services Inc.
1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503
STORM WATER POLLUTION
PREVENTION PLAN
C-201
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
-B ay S pe ci al iz ed H an ga r M ad is on , W is co ns in
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
DECEMBER 23, 2021
LDH
Engineering | Planning | Allied Services
Offices Nationwide www.hanson-inc.com
Hanson Professional Services Inc.
1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503
STORM WATER POLLUTION
PREVENTION DETAILS
C-202
SS
EEEEE
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E
E
GGGGGGGGG
G
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G
G
G
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GG
G
G G
G
G
G
G
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G
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G
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G
G
G
G
SAN SAN SAN SAN SAN SAN
SAN
SAN
SAN
SAN
SAN
SANSAN
SAN
SAN
SAN SAN SAN
SAN
SAN
SAN
SAN
SA
N
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
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SS
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SS
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SS
SS
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SS
SS
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SS
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T
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UT
MWEL
MWEL
UT
MWEL
MWEL
GV
GVGTST
WV
TEL
WV
MWEL
WV
A/C A/C EL
MWEL
SAN
AG
WV
AG
UT
BLDG
BLDG
BLDG
AG
AG
AG
UT
BLDG
UT
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MWEL
SAN
SAN
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BLDG
BLDG
BLDG
BLDG
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SAN
MWEL
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WV
SS
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WVWV
SAN
SAN
VENT
UT UT
A/C
UT
DOCK DOCK
TEL
A/C
BORE
AG
SS
SS
SSSSSSSS
EXISTING 18" RCP TO REMAIN
SS
SS
SS
SS
W W
W W
W
W
W
W
W
W
W
W
W
W W W
SS
SSEX
IS
TI
N G
2"
R C
P
TO
R
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AI
N
W
W
REMOVE BITUMINOUS
PAVEMENT (TYP.), 5,036 S.Y.
REMOVE PCC PAVEMENT,
1,447 S.Y.
REMOVE COMMUNICATION LINE,
202 L.F.
EXISTING WALL TO BE
REMOVED TO PROPOSED
PCC PAVEMENT LIMIT.
92 L.F.
REMOVE BITUMINOUS
PAVEMENT (OLI), 692 S.Y.
REMOVE ELECTRICAL,
COORDINATE WITH MADISON
GAS AND ELECTRIC
REMOVE FENCE, 317 L.F.
REMOVE GAS LINE, 129 L.F.
REMOVE MONITORING
WELL, 3 EACH.
REMOVE EXISTING SANITARY (TYP.),
540 L.F. AND 6 STRUCTURES.
REMOVE SIDEWALK,
2,454 S.F. (TYP.)
REMOVE STORM (TYP.), 773
L.F. AND 11 STRUCTURES.
REMOVE WATER LINE,
32 L.F. AND HYDRANT
EXISTING PCC
PAVEMENT
EXISTING
BUILDING TO BE
REMOVED
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING PCC
PAVEMENT
EXISTING
STRUCTURE TO
BE RELOCATED
PRIOR TO
CONSTRUCTION
REMOVE ELECTRICAL,
COORDINATE WITH MADISON
GAS AND ELECTRIC
REMOVE HYDRANT
REMOVE HYDRANT
REMOVE EXISTING UNDERGROUND
FUEL OIL, USED OIL, USED SOLVENT,
AND DETERGENT STORAGE TANKS.
INTRUSION DETECTION CABLES
AND GAP SENSORS TO BE
REMOVED AND REPLACED,
SPLICING WILL NOT BE ALLOWED.
WORK TO BE COORDINATED WITH
ADVANTOR.
REMOVE ELECTRICAL, COORDINATE
WITH MADISON GAS AND ELECTRIC
REMOVE CONCRETE
CURB AND GUTTER,
364 L.F.
REMOVE WATER LINE, 72 L.F. AND
CAP EXISTING LINE TO REMAIN
REMOVE TELEPHONE
PEDESTAL AND
PULLBOX
REMOVE EXISTING
BUILDING STRUCTURE, 10
BOLLARDS, AGGREGATE
BASE AND SIGN
FEDERAL AVIATION
ADMINISTRATION CABLE IN THIS
AREA, APPROXIMATELY 24" DEEP.
THIS CABLE CANNOT BE SPLICED
IF CUT AND WOULD NEED
REPLACED ITS ENTIRE LENGTH.
REMOVE
BITUMINOUS
PAVEMENT (OLI),
3,060 S.Y.
REMOVE MONITORING
WELL (OLI)
GAS TEST STATION TO
BE ADJUSTED (OLI)
SANITARY STRUCTURE
TO BE ADJUSTED (OLI)
ADDITIONAL PAVEMENT TO BE
REMOVED FOR UTILITY
REMOVAL OR INSTALLATION
SHALL BE REPLACED IN KIND.
0 15' 30' 60' N
PROPOSED
REMOVAL LEGEND
BITUMINOUS PAVEMENT
PCC PAVEMENT
SIDEWALK
WALL
CONCRETE CURB AND GUTTER
ELECTRICAL LINE
STORM DRAIN
WATER LINE
GAS LINE
COMMUNICATION LINE
SANITARY LINE
FENCE LINE
MONITORING WELL
WATER/SANITARY STRUCTURE
STORM STRUCTURE
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
-B ay S pe ci al iz ed H an ga r M ad is on , W is co ns in
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
DECEMBER 23, 2021
LDH
Engineering | Planning | Allied Services
Offices Nationwide www.hanson-inc.com
Hanson Professional Services Inc.
1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503
REMOVAL PLAN
C-301
LDH
HLE
EXISTING CONDITIONS ARE BASED ON SURVEY
PERFORMED BY KL ENGINEERING, INC. ON 06/2020.
SS
EEEEE
EEE
E E
E E E E
E E E E E E E
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E
E
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E
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E
E
E E
E E
E E
E
E
FO
FO
GGGGGGGGG
G
G G
G
G
G
G G
GG
G
G G
G
G
G
G
G
G
G
G
G G
G
G
G
G
SAN SAN SAN SAN SAN SAN
SAN
SAN
SAN
SAN
SAN
SANSAN
SAN
SAN
SAN SAN
SAN
SAN
SA
N
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
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SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
T
T
T
T
TT
T
T
T
T
T
T
T
T
T
T
T
T
T
W W W W W W W W W W
W
W
W
W
W
W
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W
W
W W
W W
W
W
W
W W
W
W
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WV
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WV
TEL
TEL
TEL
WV WV
WV
UT
UT
UT
WV
TEL
WV
UT
UT
UT
GV
GVGTST
WV
TEL
WV
WV
A/C A/C EL
SAN
AG
WV
AG
UT
UT
UT
SAN
SAN
SAN
GTST
WV
WV
WV
WVWV
SAN
SAN
VENT
UT UT
A/C
UT
DOCK DOCK
TEL
A/C
BORE
AG
SSSSSSSS
EXISTING 18" RCP TO REMAIN
SS
SS
W W
W W
W
W
W
W
W
W
W
W
W
W W W
SS
SSEX
IS
TI
N G
2"
R C
P
TO
R
EM
AI
N
W
W
PROPOSED PCC
PAVEMENT,
1,468 S.Y.
EXISTING PCC
PAVEMENT
F-35 3-BAY
SPECIALIZED
HANGAR
PROPOSED
BITUMINOUS
PAVEMENT (OLI),
1413 S.Y.
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING PCC
PAVEMENT
PROPOSED
BITUMINOUS
PAVEMENT, 2,218 S.Y.
PROPOSED MARKING,
80 L.F.
PROPOSED 10' CHAIN
LINK FENCE WITH
VISUAL SLATS, 197 L.F.
PROPOSED DROP BEAM
BARRIER WITH KEYPAD AND
REMOTE ACROSS MITCHELL ST.
PROPOSED
SIDEWALK,
544 S.F.
PROPOSED BITUMINOUS
PAVEMENT, (OLI), 259 S.Y.
PROPOSED BITUMINOUS
PAVEMENT, 175 S.Y.
PROPOSED BITUMINOUS
PAVEMENT, 112 S.Y.
PROPOSED DOUBLE
SWING GATE 20 L.F.
OPENING
INTRUSION DETECTION CABLES
AND GAP SENSORS TO BE
REMOVED AND REPLACED,
SPLICING WILL NOT BE ALLOWED.
WORK TO BE COORDINATED WITH
ADVANTOR.
PROPOSED BITUMINOUS
PAVEMENT, 143 S.Y.PROPOSED WALL,
36 L.F.
PROPOSED 2' MOW
STRIP, TYP.
5'x5'
STOOP
5'x5'
STOOP
5'x5'
STOOP
PROPOSED
SIDEWALK, 1,087 S.F.
5'x8'
STOOP
(BASE BID)
PROPOSED SIDEWALK
(OLI), 141 S.F.
6'-10" x 10'-11"
MECHANICAL
PAD
2' MOW STRIP (BASE
BID), REMOVE FOR OLI
2' MOW STRIP (BASE
BID), REMOVE FOR OLI
2' MOW STRIP (OLI)
PAINT
BOOTH
(O
LI)1
4546 47
52 53
58 59 60
77 78
FEDERAL AVIATION
ADMINISTRATION CABLE IN THIS
AREA, APPROXIMATELY 24" DEEP.
THIS CABLE CANNOT BE SPLICED
IF CUT AND WOULD NEED
REPLACED ITS ENTIRE LENGTH.
PROPOSED
BITUMINOUS
PAVEMENT (OLI),
3,060 S.Y.
0 15' 30' 60' N
EXISTING PROPOSED LEGEND
BITUMINOUS PAVEMENT
PCC PAVEMENT
PCC SIDEWALK
WATER
ELECTRIC
GAS
COMMUNICATION
STORM
FENCE
STORM/SANITARY STRUCTURE
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
-B ay S pe ci al iz ed H an ga r M ad is on , W is co ns in
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
DECEMBER 23, 2021
LDH
Engineering | Planning | Allied Services
Offices Nationwide www.hanson-inc.com
Hanson Professional Services Inc.
1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503
PROPOSED PLAN
C-401
LDH
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
-B ay S pe ci al iz ed H an ga r M ad is on , W is co ns in
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
DECEMBER 23, 2021
LDH
Engineering | Planning | Allied Services
Offices Nationwide www.hanson-inc.com
Hanson Professional Services Inc.
1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503
TYPICAL SECTION AND
PAVEMENT DETAILS
HLE
C-402
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
-B ay S pe ci al iz ed H an ga r M ad is on , W is co ns in
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
DECEMBER 23, 2021
LDH
Engineering | Planning | Allied Services
Offices Nationwide www.hanson-inc.com
Hanson Professional Services Inc.
1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503
FENCING DETAILS
HLE
C-403
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
T
T
T
T
TTTTTT
UT
TEL
UT
UT
AG
EXISTING PCC
PAVEMENT
F-35 3-BAY
SPECIALIZED
HANGAR
PROPOSED
BITUMINOUS
PAVEMENT (OLI)
PROPOSED PCC
PAVEMENT
0 5' 10' 20' N
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
-B ay S pe ci al iz ed H an ga r M ad is on , W is co ns in
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
DECEMBER 23, 2021
LDH
Engineering | Planning | Allied Services
Offices Nationwide www.hanson-inc.com
Hanson Professional Services Inc.
1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503
JOINTING PLAN
C-404
LDH
HLE
PROPOSED LEGEND
THICKENED EDGE EXPANSION JOINT/SIDEWALK EXPANSION JOINT
DOWELED CONTRACTION JOINT
DOWELED CONSTRUCTION JOINT
CONTRACTION JOINT
REINFORCED CONCRETE SLABS
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
-B ay S pe ci al iz ed H an ga r M ad is on , W is co ns in
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
DECEMBER 23, 2021
LDH
Engineering | Planning | Allied Services
Offices Nationwide www.hanson-inc.com
Hanson Professional Services Inc.
1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503
PAVEMENT JOINTING DETAILS
HLE
C-405
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
UT
UT
UT
WV
TEL
UT
UT
WV
WV
SS
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
EXISTING PCC
PAVEMENT
F-35 3-BAY
SPECIALIZED
HANGAR
PROPOSED
BITUMINOUS
PAVEMENT (OLI)
PROPOSED
BITUMINOUS
PAVEMENT (OLI)
PROPOSED PCC
PAVEMENT
0 5' 10' 20' N
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
-B ay S pe ci al iz ed H an ga r M ad is on , W is co ns in
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
DECEMBER 23, 2021
LDH
Engineering | Planning | Allied Services
Offices Nationwide www.hanson-inc.com
Hanson Professional Services Inc.
1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503
JOINT STAKING PLAN
C-406
TEL
GVGTST
GTST
SS
SS
SS
SS
SS
SS
EXISTING PCC
PAVEMENT
F-35 3-BAY
SPECIALIZED
HANGAR
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BUILDING
EXISTING
BUILDING
SEE C-502 FOR
OLI PAVEMENT
GRADING
MODIFICATIONS
0 10' 20' 40' N
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
-B ay S pe ci al iz ed H an ga r M ad is on , W is co ns in
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
DECEMBER 23, 2021
LDH
Engineering | Planning | Allied Services
Offices Nationwide www.hanson-inc.com
Hanson Professional Services Inc.
1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503
GRADING PLAN
C-501
GVGTST
TEL
GTST
BORE
SS
SS
SS
SS
SS
SS
F-35 3-BAY
SPECIALIZED
HANGAR
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BUILDING
EXISTING PCC
PAVEMENT
EXISTING
BUILDING
0 10' 20' 40' N
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
-B ay S pe ci al iz ed H an ga r M ad is on , W is co ns in
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
DECEMBER 23, 2021
LDH
Engineering | Planning | Allied Services
Offices Nationwide www.hanson-inc.com
Hanson Professional Services Inc.
1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503
GRADING PLAN - EAST OLI
PAVEMENT
C-502
SS
EEEEE
EEE
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
GGGGGGGGG
G
G G
G G
GG
G
G G
G
G
G
G
G
G
G G
G G
G
G
G
G
SAN SAN SAN SAN SAN SAN
SAN
SAN
SAN
SAN
SAN
SANSAN
SAN
SAN
SAN SAN
SAN
SA
N
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
T
T
T
T
TT
T
T
T
T
T
T
T
W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W W
W W
W
W
W
W W
W
W
W
W W
W
W
W
W
WWWWW WV
WV
WVWV WV
WV
TEL
WV
TEL
WV
UT
UT
UT
WV
TEL
WV
UT
UT
UT
GV
GVGTST
WV
TEL
WV
WV
A/C A/C EL
SAN
AG
WV
AG
UT
UT
UT
SAN
SAN
SAN
GTST
WV
SS
WV
WV
WVWV
SAN
SAN
VENT
UT UT
A/C
UT
A/C
BORE
AG
SSSSSSSS
EXISTING 18" RCP TO REMAIN
SS
SS
W W
W W
W
W
W
W
W
W
W
W
W
W W W
SS
SSEX
IS
TI
N G
2"
R C
P
TO
R
EM
AI
N
W
W
EXISTING PCC
PAVEMENT
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BUILDING
EXISTING
BUILDINGS1a
S1
S3
S4
S5
S6c
S8
S7
S16
S13
INTRUSION DETECTION CABLES
AND GAP SENSORS TO BE
REMOVED AND REPLACED,
SPLICING WILL NOT BE ALLOWED.
WORK TO BE COORDINATED WITH
ADVANTOR.
PROPOSED COMMUNICATION LINE PER
BUILDING REQUIREMENTS, 235 L.F.
PROPOSED 3" DOMESTIC WATER
LINE PER BUILDING REQUIREMENTS,
49 L.F.
PROPOSED 12" DUCTILE IRON FIRE
PROTECTION SUPPLY PER BUILDING
REQUIREMENTS, 64 L.F.
PROPOSED 2" NATURAL GAS LINE PER
BUILDING REQUIREMENTS, 111 L.F.
PROPOSED GROUND ROD
(TYP.), 6 EACH
PROPOSED ELECTRICAL,
COORDINATE WITH MADISON
GAS AND ELECTRIC
PROPOSED HYDRANT AND
WATER CONNECTION
PROPOSED HYDRANT
AND WATER
CONNECTION
PROPOSED
HYDRANT AND
WATER CONNECTION
PROPOSED
HYDRANT AND
WATER CONNECTION
S6aS6b
S7a
S7b
S11
S12
S9a S9b S10a
S10b S10c
S10d
PROPOSED ELECTRICAL
TRANSFORMER,
COORDINATE WITH MADISON
GAS AND ELECTRIC
PROPOSED ELECTRICAL
TRANSFORMER,
COORDINATE WITH MADISON
GAS AND ELECTRIC T1a
T1c T2a
T3a
T3b
T4a
T4b
T5
T6a
T6b T7
T9
S2
S15
T8
S14
S10S9
PROPOSED ELECTRIC DROP BEAM
BARRIER (34' OPENING) ACROSS
MITCHELL ST.
T1d
T1e
F-35 3-BAY
SPECIALIZED
HANGAR
S17
UPSTREAM JET FUEL
RESISTANT KNIFE GATE VALVE
L1b
L1a
S6d
L2
FEDERAL AVIATION
ADMINISTRATION CABLE IN THIS
AREA, APPROXIMATELY 24" DEEP.
THIS CABLE CANNOT BE SPLICED
IF CUT AND WOULD NEED
REPLACED ITS ENTIRE LENGTH.
ADDITIONAL PAVEMENT TO BE
REMOVED FOR UTILITY
REMOVAL OR INSTALLATION
SHALL BE REPLACED IN KIND.
T1b
"L" DRAINAGE
STRUCTURES ARE
ASSOCIATED WITH OLI
AWARD, SEE SCHEDULE
T4c
T4d
HYDRANT TO
BE 30" MAX
PROPOSED HYDRANT AND
WATER CONNECTION
FIRE DEPARTMENT
CONNECTION
POST INDICATOR VALVE
WITH TAMPER SWITCH
3/4" CONDUIT FOR TAMPER
SWITCH SIGNAL WIRING 2 - 1" CONDUITS FROM ELECTRICAL
ROOM TO DROP BEAM BARRIER
DOWNSTREAM JET FUEL
RESISTANT KNIFE GATE VALVE
0 15' 30' 60' N
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
-B ay S pe ci al iz ed H an ga r M ad is on , W is co ns in
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
DECEMBER 23, 2021
LDH
Engineering | Planning | Allied Services
Offices Nationwide www.hanson-inc.com
Hanson Professional Services Inc.
1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503
UTILITY PLAN
C-601
LDH
HLE
EXISTING PROPOSED LEGEND
WATER
ELECTRIC
GAS
COMMUNICATION
STORM
SANITARY
STORM/SANITARY STRUCTURE
SAN
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
-B ay S pe ci al iz ed H an ga r M ad is on , W is co ns in
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
DECEMBER 23, 2021
LDH
Engineering | Planning | Allied Services
Offices Nationwide www.hanson-inc.com
Hanson Professional Services Inc.
1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503
DRAINAGE SCHEDULE AND
DETAILS
HLE
LDH
C-602
Structure Northing Easting Type Rim El. Invert El.
Pipe Pay Length Size Type Slope %
S1a 503917.32 833588.83 Existing Structure
Adjust Rim as Necessary
--- 852.68
43.1 12.0 RCP 1.70
S1 503889.86 833622.04 5' Manhole 856.10 851.95
68.7 12.0 RCP 1.70
S2 503873.55 833555.29 5' Manhole 856.38 850.78
122.8 18.0 PVC 0.07
S3 503862.85 833432.93 7' Manhole 855.50 850.70
117.8 18.0 PVC 0.07
S4 503776.25 833353.13 8' Manhole 855.90 850.62
S5 503874.05 833668.20 Existing Structure --- 852.63
48.8 12.0 RCP 1.39
S1 503889.86 833622.04 5' Manhole 856.10 851.95
S6a 503757.38 833513.20 Drain Outlet at Building --- 854.80
3.8 8.0 PVC 57.90
S6b 503760.16 833510.59 Bend --- 852.61
31.2 8.0 PVC 2.00
S6c 503781.46 833533.32 4' Manhole 857.63 851.99
68.4 12.0 RCP 1.00
S6d 503824.54 833480.17 4' Manhole 856.56 851.31
60.8 12.0 RCP 1.00
S3 503862.85 833432.93 7' Manhole 855.50 850.70
S7a 503678.12 833493.70 Drain Outelt at Building --- 855.30
5.1 6.0 PVC 43.33
S7b 503674.66 833490.01 Bend --- 853.09
22.6 6.0 PVC 2.00
S7 503652.88 833495.86 4' Manhole 857.20 852.64
110.1 15.0 RCP 1.00
S8 503693.55 833393.58 4' Manhole 856.50 851.54
92.1 15.0 RCP 1.00
S4 503776.25 833353.13 8' Manhole 855.90 850.62
S9a 503619.31 833561.26 Drain Outlet at Building --- 855.30
18.4 6.0 PVC 7.37
S9b 503605.89 833573.83 Bend/Transition --- 853.94
9.0 6.0 PVC 7.37
S9 503605.85 833582.86 4' Manhole 856.80 853.28
70.7 12.0 PVC 0.50
S10 503605.89 833653.57 4' Manhole 856.60 852.93
135.3 15.0 PVC 0.50
S11 503605.89 833788.92 4' Manhole 857.00 852.25
81.5 15.0 RCP 0.50
S12 503686.10 833803.33 4' Manhole 855.90 851.84
74.9 18.0 RCP 0.50
S13 503740.76 833752.11 4' Manhole 855.97 851.47
146.9 18.0 RCP 0.42
S17 503808.21 833621.65 10' Manhole 856.96 850.85
93.1 18.0 PVC 0.07
S2 503873.55 833555.29 5' Manhole 856.38 850.78
S14 503772.86 833786.45 4' Manhole 854.55 851.71
47.0 18.0 RCP 0.50
S13 503740.76 833752.11 4' Manhole 855.97 851.47
S10a 503615.13 833601.88 Drain Outlet at Building --- 855.22
13.5 6.0 PVC 14.74
S10b 503605.89 833592.03 Bend/Transtion --- 853.23
S10c 503617.82 833732.74 Drain Outlet at Building --- 854.97
17.4 6.0 PVC 13.62
S10d 503605.89 833720.01 Bend/Transition --- 852.60
S15 503885.26 833933.76 4' Manhole over existing pipe 856.30 850.59 12.0 RCP
S16 503832.02 833877.87 Existing Manhole To Be Adjusted 855.70 850.98
* 6a AND 6b WILL BE OMITTED IF OLI IS AWARDED
Structure Northing Easting Type Rim El. Invert El.
Pipe Pay Length Size Type Slope %
L1a 503735.77 833456.88 Drain Outlet at Building --- 855.30
48.9 4.0 PVC 6.56
L1b 503771.41 833423.48 Bend --- 852.09
77.7 4.0 PVC 1.00
S6d 503824.54 833480.17 4' Manhole 856.56 851.31
L2 503773.00 833524.29 Drain Outlet at Building --- 854.80
12.4 8.0 PVC 22.66
S6c 503781.46 833533.32 4' Manhole 857.63 851.99
DRAINAGE SCHEDULE
DRAINAGE SCHEDULE - OLI
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
-B ay S pe ci al iz ed H an ga r M ad is on , W is co ns in
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
DECEMBER 23, 2021
LDH
Engineering | Planning | Allied Services
Offices Nationwide www.hanson-inc.com
Hanson Professional Services Inc.
1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503
DRAINAGE DETAILS
HLE
C-603
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
-B ay S pe ci al iz ed H an ga r M ad is on , W is co ns in
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
DECEMBER 23, 2021
LDH
Engineering | Planning | Allied Services
Offices Nationwide www.hanson-inc.com
Hanson Professional Services Inc.
1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503
SANITARY SCHEDULE AND
DETAILS
HLE
LDH
C-604
Structure Northing Easting Type Rim El. Invert El. Pay Length Type Size Slope %
T1a 503646.05 833523.75 Building Outlet Connection --- 854.47
2.2 PVC 4.0 1.00
T1b 503644.25 833521.83 Bend 854.45
15.1 PVC 4.0 1.00
T1c 503633.26 833532.14 T Connection --- 854.30
61.5 PVC 6.0 1.00
T1d 503588.37 833574.20 Bend --- 853.68
38.6 PVC 6.0 1.00
T1e 503549.80 833574.20 Connect to Existing Manhole --- 853.29
T2a 503635.04 833533.96 Building Outlet Connection --- 854.47
2.5 PVC 6.0 6.80
T1c 503633.26 833532.14 T Connection --- 854.30
T3a 503783.92 833596.93 Building Outlet Connection --- 854.30
5.3 PVC 12.0 0.67
T3b 503787.57 833600.82 Bend --- 854.26
106.6 PVC 12.0 0.67
T5 503709.85 833673.78 4' Manhole 857.25 853.55
56.9 PVC 12.0 0.67
T7 503748.79 833715.28 6' Manhole 856.96 853.17
42.4 PVC 10.0 0.60
T8 503713.50 833748.35 Oil/Water Separator (6,000 Gal) 857.34 I 852.92 O 852.50
195.6 PVC 10.0 0.56
T9 503554.17 833897.65 Connect to Existing Manhole --- 851.40
T4a 503736.10 833641.75 Building Outlet Connection --- 854.30
5.4 PVC 12.0 8.89
T4b 503739.78 833645.68 T Connection --- 853.82
T4c 503718.04 833658.67 Building Outlet Connection --- 854.89
5.4 PVC 3.0 22.96
T4d 503721.72 833662.60 T Connection --- 853.65
T6a 503718.91 833690.02 Building Outlet Connection --- 854.30
4.5 PVC 12.0 19.33
T6b 503722.20 833686.94 T Connection --- 853.43
SANITARY SCHEDULE
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
-B ay S pe ci al iz ed H an ga r M ad is on , W is co ns in
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
DECEMBER 23, 2021
LDH
Engineering | Planning | Allied Services
Offices Nationwide www.hanson-inc.com
Hanson Professional Services Inc.
1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503
SANITARY DETAILS
HLE
C-605
ELEVATION
END VIEW
PLAN
3. 15000 VOLT SPARK TEST PROVIDED AT FACTORY
1. TANK IS NOT APPROVED FOR THE STORAGE OF HEATED PRODUCTS
2. ALL VENT PIPING BY INSTALLER
NOTES
UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES
TOLERANCES ARE + OR - 1"
1. 150# R.F.S.O. FLANGE WITH 2" FNPT FOR VENT
3. VELOCITY HEAD DIFFUSION BAFFLE
4. WEAR PLATE
5. SEDIMENT CHAMBER
6. UNDERFLOW BAFFLE
7. SLUDGE BAFFLE
8. STRIKER PLATES
10. OIL/WATER SEPARATOR CHAMBER
12. STEEL OUTLET DOWNCOMER
13. 24"Ø MANWAY WITH GASKETS.
14. 4"Ø FNPT FOR OIL PUMP-OUT WITH INTERNAL PVC PIPE INSTALLED
15. 2"Ø FNPT FOR LEVEL SENSOR.
16. LIFTING LUG
17. 2"Ø FNPT FOR VENT
2. 4"Ø FNPT FOR GAUGE WITH PLUG
9. PARALLEL CORRUGATED PLATE COALESCER.
11. 6" THICK COALESCER MATERIAL INSTALLED WITH PULL
ROD SHIPPED LOOSE
EQUIPMENT
18. 2"Ø FNPT FOR LEAK SENSOR WITH RISER PIPE
ANCILLARY EQUIPMENT
(4) 24" MANWAY GASKETS
(4) SETS OF NUTS/BOLTS/WASHERS FOR 24" MANWAY
6,000 GALLON OIL WATER SEPARATOR
4. SEPARATOR SHALL BE SUPPLIED WITH AN AUDIBLE AND VISUAL
ALARM SYSTEM THAT INDICATES HI OIL LEVEL (VISUAL ONLY) AND
HI-HI OIL LEVEL (AUDIBLE AND VISUAL) OF OIL STORAGE IN THE
OIL/WATER SEPARATOR. AN AUDIBLE AND VISUAL LEAK DETECTION
ALARM SYSTEM THAT INDICATES HYDROCARBON AND/OR WATER IN
THE INTERSTICE WILL ALSO BE PROVIDED. A SILENCE CONTROL
SHALL BE PROVIDED FOR THE AUDIBLE ALARMS. LEVEL SENSOR(S)
TO BE INTRINSICALLY SAFE. LEVEL SENSOR FLOATS TO BE MADE OF
STAINLESS STEEL. THE CONTROL PANEL SHALL CONTAIN BOTH LEVEL
SENSOR AND LEAK DETECTION CONTROL.
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
-B ay S pe ci al iz ed H an ga r M ad is on , W is co ns in
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
DECEMBER 23, 2021
LDH
Engineering | Planning | Allied Services
Offices Nationwide www.hanson-inc.com
Hanson Professional Services Inc.
1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503
SANITARY - OIL WATER
SEPARATOR DETAILS
LDH
CW
C-606
82" (MIN.)
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
-B ay S pe ci al iz ed H an ga r M ad is on , W is co ns in
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
DECEMBER 23, 2021
LDH
Engineering | Planning | Allied Services
Offices Nationwide www.hanson-inc.com
Hanson Professional Services Inc.
1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503
WATER DETAILS
HLE
LDH
C-607
6.5 FT (TYP.)
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
-B ay S pe ci al iz ed H an ga r M ad is on , W is co ns in
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
DECEMBER 23, 2021
LDH
Engineering | Planning | Allied Services
Offices Nationwide www.hanson-inc.com
Hanson Professional Services Inc.
1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503
WATER DETAILS
HLE
C-608
ACI AMERICAN CONCRETE INSTITUTE
ADD'L ADDITIONAL
AISC AMERICAN INSTITUTE OF STEEL
CONSTRUCTION
ANCH ANCHOR
AR ANCHOR ROD
ARCH ARCHITECTURAL
ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS
ASD ALLOWABLE STRESS DESIGN
ASTM AMERICAN SOCIETY FOR TESTING AND
MATERIALS
AT/FP ANTI-TERRORISM FORCE PROTECTION
AWS AMERICAN WELDING SOCIETY
BM BEAM
BO BOTTOM OF
BOS BOTTOM OF STEEL
BOT BOTTOM
BP BASE PLATE
BR BRACING
BRG BEARING
BTWN BETWEEN
CFMF COLD FORMED METAL FRAMING
CJ CONSTRUCTION JOINT
CENTER LINE
CL CENTER LINE
CL COLLATERAL LOAD
CLR CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
CONNX CONNECTION
CONT CONTINUOUS
COORD COORDINATE
CR CENTER OF RADIUS
DBA DEFORMED BAR ANCHOR
DBE DECK BEARING ELEVATION
DEG DEGREE
db DIAMETER BAR
DIA DIAMETER
DL DEAD LOAD
DN DOWN
DWLS DOWELS
EA EACH
EE EACH END
EF EACH FACE
EJ EXPANSION JOINT
EL ELEVATION
ELEV ELEVATION
EQ EQUAL
EQUIV EQUIVALENT
EW EACH WAY
EXP EXPANSION
ºF/C DEGREES FAHRENHEIT/CELSIUS
FF FINISH FLOOR
FFE FINISHED FLOOR ELEVATION
FIN FINISH
FLR FLOOR
FLG FLANGE
FND FOUNDATION
FT FOOT/FEET
FTG FOOTING
FS FAR SIDE
GA GAGE
GALV GALVANIZED
GB GRADE BEAM
HORIZ HORIZONTAL
IBC INTERNATIONAL BUILDING CODE
IMWP INSULATED METAL WALL PANEL
IN INCH/INCHES
JB JOIST BEARING
JST JOIST
JT JOINT
LBS POUNDS
LL LIVE LOAD
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LONG LONGITUDINAL
LRFD LOAD AND RESISTANCE FACTOR DESIGN
LSH LONG SIDE HORIZONTAL
LSSH LONG SLOTTED HOLES
MBM METAL BUILDING MANUFACTURER
MFR MANUFACTURER
MAT'L MATERIAL
MAX MAXIMUM
MECH MECHANICAL
MFG MANUFACTURER
MIN MINIMUM
MPH MILES PER HOUR
NS NEAR SIDE
NSG NON-SHRINK GROUT
NTS NOT TO SCALE
OC ON CENTER
OH OPPOSITE HAND
OPNG OPENING
OVS OVERSIZED
PERIM PERIMETER
PL PLATE
± PLUS/MINUS
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT POINT
REF REFER
REINF REINFORCE/REINFORCING
REQ'D REQUIRED
SCHED SCHEDULE
SDI STEEL DECK INSTITUTE
SF SQUARE FEET
SIM SIMILAR
SJ SAWCUT JOINT
SJI STEEL JOIST INSTITUTE
SL SNOW LOAD
SSLT SHORT SLOTTED HOLES
SSMA STEEL STUD MANUFACTURERS
ASSOCIATION
STD STANDARD
STIFF STIFFENER
TC TENSION CONTROL
TO TOP OF
TOF TOP OF FOUNDATION/FOOTING
TOS TOP OF STEEL
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
VERT VERTICAL
W/ WITH
W/O WITHOUT
WL WIND LOAD
WP WORKING POINT
WWF WELDED WIRE FABRIC
WWR WELDED WIRE REINFORCEMENT
ABBREVIATIONS DESIGN CRITERIA:
GOVERNING BUILDING CODE: IBC 2018
BUILDING…
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