ATTACHMENT 3 - DRAWINGS Project No. XGFG219012 Dated 27 Oct 23.pdf
PDF 30 MB Posted
- Attached to
- CONSTRUCT MUNITIONS MAINTENANCE, INSPECTION, AND ASSEMBLY (M&I) FACILITY Federal contract opportunity
- Solicitation number
- W50S9F-24-B-0001
- Issued by
- Department of the Army National Guard
About this file
This document is an Attachment 3 - Drawings for Project No. XGFG219012, related to a federal contract opportunity with Solicitation Number W50S9F-24-B-0001 for the "CONSTRUCT MUNITIONS MAINTENANCE, INSPECTION, AND ASSEMBLY (M&I) FACILITY" at the 115th Fighter Wing at Dane County Regional Airport -Truax Field, Madison, WI.
The solicitation is an Invitation for Bids to award a single firm fixed-price construction contract to provide all labor, materials, and equipment necessary to construct a new 3,500 sq ft earth-covered, two-bay, conventional Munitions Maintenance, Inspection, and Assembly (M&I) facility to support F-35 mission-specific operations. The work includes constructing a Secure Work Area, installing new mechanical, electrical, and fire protection systems, and performing associated site work such as constructing a Munitions Assembly Conveyor pad and new access road. This project is set aside 100% for Small Businesses under NAICS code 236220, with an estimated construction magnitude between $1,000,000 and $5,000,000. Brand name products are required, including Advantor Security System, Andover DDC Software, Marshall Best Security Corp. premium keys/cores, and Monaco Vulcan Fire Alarm Panels. Award will be made to the responsive and responsible lowest bidder.
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Text version
AREA OF
WORK
TRUAX FIELD
MAIN BASE
ENTRANCE
National Guard Bureau F-35 Beddown - Munitions M&I Facility
Truax Field, Madison, Wisconsin
5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436
405.840.2931 | fsb-ae.com
F-
-P ro je ct s M
&I
SCALE: NTS
VICINTY MAP1
N
W
IS C O NS IN
P R
O F
E
S S I O N A L
E N G
I N E
E R
GENE O.
BROWN
E-47748
OKLAHOMA CITY
OK
W
IS C O NS IN
A R C H I T E C T
JASON T.
HOLUBY
A-13101
OKLAHOMA CITY
OK
W
IS C O NS IN
P R
O F
E
S S I O N A L
E N G
I N E
E R
LIANE F
OZMUN
E-48073
OKLAHOMA CITY
OK
W
IS C O NS IN
P R
O F
E
S S I O N A L
E N G
I N E
E R
AARON P.
CAMPBELL
E-49561-6
OKLAHOMA CITY
OK
W
IS C O NS IN
P R
O F
E
S S I O N A L
E N G
I N E
E R
JOHN T
LITTLE
E-47833
EDMOND
OK
ISSUED FOR CONSTRUCTION SET
October 27, 2023
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:
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
C
B
A
D
C
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A
54321
FSB2020-332-01
MJT
M un iti on s M &I
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Tr ua x F ie ld , M ad iso n, W is co ns in
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C :\U sers\bkg\D o cum ents\M y R evit\03321_Arch_B G allagher5S
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SHEET INDEX
G-002
JBC
JBC
JBC
SHEET INDEX
NUMBER TITLE
GENERAL
G-001 COVER SHEET
G-002 SHEET INDEX
G-101 LIFE SAFETY PLAN & CODE COMPLIANCE
CIVIL
C-100 EXISTING TOPOGRAPHIC SURVEY
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 - QD ARCS
C-402 PROPOSED PLAN
C-403 TYPICAL SECTIONS AND FENCING DETAILS
C-404 JOINTING PLAN
C-405 PAVEMENT JOINTING PLANS
C-501 JOINT SKATING PLAN
C-502 PLAN & PROFILE - ACCESS ROAD
C-503 PLAN & PROFILE - ACCESS ROAD
C-504 GRADING PLAN - BASE BID
C-505 GRADING PLAN - BASE WITH QLI 1
C-601 UTILITY PLAN
C-602 DRAINAGE SCHEDULE AND DETAILS
C-603 DRAINAGE DETAILS
C-604 SANITARY SCHDULE AND DETAILS
C-605 SANITARY DETAILS
C-606 WATER DETAILS
C-607 WATER DETAILS
STRUCTURAL
S-001 GENERAL NOTES
S-002 SPECIAL INSPECTION TABLES
S-003 TYPICAL DETAILS
S-004 TYPICAL DETAILS
S-005 TYPICAL DETAILS
S-006 TYPICAL DETAILS
S-007 TYPICAL DETAILS
SB101 SLAB/FOUNDATION PLAN
SB102 WALL PLAN
SF101 ROOF FRAMING PLAN
ARCHITECTURAL
A-001 ABBREVIATIONS, SYMBOLS, AND PARTITION TYPES
AE100 COMPOSITE GROUND FLOOR PLAN AND COMPOSITE REFLECTED CEILING
PLAN
AE101 ROOF PLAN
AE200 BUILDING ELEVATIONS AND SECTIONS
AE301 WALL SECTIONS
AE600 SCHEDULES AND DETAILS
INTERIORS
IN101 INTERIOR FINISH PLAN & FURNITURE PLAN
IG101 GROUND FLOOR SIGNAGE PLAN
FIRE PROTECTION
F-001 FIRE PROTECTION LEGEND. ABBREVIATIONS AND SCHEMATIC PIPING
DIAGRAM
FX101 FIRE SUPPRESSION PLAN
FA101 FIRE ALARM & MASS NOTIFICATION PLAN
FA701 FIRE ALARM AND MASS NOTIFICATION RISER DIAGRAM AND INPUT /
OUTPUT MATRIX
PLUMBING
P-001 LEGEND & ABBREVIATIONS
P-101 PLUMBING PLANS
P-401 ENLARGED PLUMBING PLANS
P-501 PLUMBING DETAILS
P-701 PLUMBING SCHEDULES
MECHANICAL
M-001 LEGEND & ABBREVIATIONS
MH101 MECHANICAL HVAC
M-501 DETAILS
M-701 SCHEDULES
M-801 CONTROLS
ELECTRICAL
E-001 LEGEND, ABBREVIATIONS, & MOUNTING HEIGHT DETAIL
EG101 ELECTRICAL GROUNDING & LIGHTNING PROTECTION PLAN
EG401 ELECTRICAL GROUNDING & LIGHTNING PROTECTION ELEVATION VIEWS.
EG501 ELECTRICAL GROUNDING AND LIGHTNING PROTECTION DETAILS
EP101 ELECTRICAL POWER PLAN
EP601 ELECTRICAL POWER ONE-LINE DIAGRAM
EP701 PANEL SCHEDULES
EP702 PANEL SCHEDULES
EL101 ELECTRICAL LIGHTING PLAN
TELECOMMUNICATIONS
ET101 TELECOMMUNICATION AND SECURITY PLAN
ET501 TELECOMMUNICATIONS DETAILS
ET601 TELECOMMUNICATION RISER DIAGRAM
TY501 SPECIAL SYSTEMS DETAILS
TY601 ACCESS CONTROL AND INTRUSION DETECTION RISER DIAGRAM
W
IS C O NS IN
A R C H I T E C T
JASON T.
HOLUBY
A-13101
OKLAHOMA CITY
OK
DRY CHEMICAL TYPE FIRE
EXTINGUISHER - WALL BRACKET
MOUNTED AT 48" AFF
EGRESS - COMMON PATH
LIFE SAFETY LEGEND
STANDARD PARTITION
EGRESS - EXIT ACCESS
OCCUPANT LOAD IN ROOM
EXIT COMPONENT LOAD00
000 EXIT COMPONENT CAPACITY
MULTI-PURPOSE TYPE FIRE
EXTINGUISHER - WALL BRACKET
MOUNTED AT 48" AFF
MULTI-PURPOSE TYPE FIRE
EXTINGUISHER - SEMI-RECESSED
CABINET MOUNTED AT 48" AFF
1-HOUR FIRE RATING
KITCHEN TYPE FIRE
EXTINGUISHER - SEMI-RECESSED
CABINET MOUNTED AT 48" AFF
K
IBC ACCESSORY STORAGE AREAS, MECHANICAL
EQUIPMENT ROOM
IBC BUSINESS AREAS
NFPA STORAGE USE - IN OTHER THAN STORAGE
AND MERCANTILE OCCUPANCIES
UNOCCUPIED
OCCUPANCY LEGEND
MISSILE BAY 1
SECURED
WORK AREA
MECH & COMP
VEST
ELEC.
COMM
VEST
VEST
101VEST
MISSILE BAY 2
TRAVEL DISTANCE = 32' TRAVEL DISTANCE = 30'
TRAVEL DISTANCE = 62'
TRAVEL DISTANCE = 32'
TR
AV
EL
D
IS
TA
N C
E
MEANS OF EGRESS REQUIREMENTS - 2018 NFPA 101 (U.N.O.)
SPECIAL PURPOSE INDUSTRIAL
(HIGH HAZARD)
OCCUPANT LOAD
FACTOR
BUSINESS USE
STORAGE/ MECHANICAL
USE
100 GROSS
(TABLE 7.3.1.2)
150 GROSS
(TABLE 7.3.1.2)
500 GROSS
(TABLE 7.3.1.2)
COMMON PATH
OF TRAVEL
75'
(TABLE 40.2.5.1)
100' (38.2.5.3.1)
100' (42.2.5)
MAXIMUM TRAVEL
DISTANCE TO EXITS
EXTERIOR INTERVAL
100' (40.6.2.2)
300' (38.2.6.3)
400'
(TABLE 42.2.6)
MINIMUM EXIT ACCESS
CORRIDOR WIDTH
44" (38.2.3.2)
36" (7.3.4.1)
NP
(40.6.4)
50' (38.2.5.2.1)
100'
(TABLE 42.2.5)
MAXIMUM DEAD END
CORRIDOR LENGTH
MINIMUM NUMBER
OF EXITS
(40.6.2.1)
PER OCCUPANT
LOAD
CODE SUMMARY
OCCUPANCIES (IBC 2018)
ITEM 2018 IBC REQUIREMENT (U.N.O.)
GENERAL
BUSINESS, GROUP B (304.1) - OFFICE AREAS
STORAGE, GROUP H-1 (307.3.1) - MISSLE BAYS
OCCUPANCIES (NFPA 101, 2018) BUSINESS (6.1.11) - OFFICE AREAS
CONSTRUCTION TYPE TYPE I-B (IBC, TABLE 601)
ALLOWABLE HEIGHT/STORIES 160 FT/1 STORY (IBC, TABLE 504.4)
ALLOWABLE AREA 16,500 (IBC 506.2)
ABA FULLY COMPLIANT
FIRE PROTECTION SYSTEMS
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-LOAD BEARING EXTERIOR WALLS 0 HOUR (TABLE 602)
FLOOR CONSTRUCTION 0 HOUR (TABLE 601)
ROOF CONSTRUCTION 0 HOUR (TABLE 601)
FIRE SEPARATION REQUIREMENTS
BUILDING DATA
BUILDING AREA
GROUND FLOOR
MISSLE BAYS
ADMINISTRATIVE AREAS
ACCESSORY STO AND MECH
2,115 SQUARE FEET
114 SQUARE FEET
421 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 0.3" PER OCCUPANT (NFPA 101, TABLE 7.3.3.1) 10 X 0.3" = 3"
BETWEEN ALL OTHER OCCUPANCIES NOT REQUIRED - MIXED USE NON-SEPARATED PER 508.3.2
NATIONAL FIRE CODES (NFPA) LATEST EDITIONS
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 MISSLE
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)
INTERNATIONAL PLUMBING CODE 2018
UFC 4-021-01, DESIGN AND O&M: MASS NOTIFICATION
SYSTEMS
PER OCCUPANT
LOAD
UFC 4-420-01, AMMUNITION AND STORAGE FACILITIES
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:
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
C
B
A
D
C
B
A
54321
FSB2020-332-01
MJT
M un iti on s M &I
F ac ilit y
Tr ua x F ie ld , M ad iso n, W is co ns in
F-
B ed do wn
OCTOBER 27, 2023
C :\U sers\bkg\D o cum ents\M y R evit\03321_Arch_B G allagher5S
B23.rvt
10/25/2023 1:35 :19 PM
LIFE SAFETY PLAN & CODE
COMPLIANCE
G-101
CKG
GAZ
MJT
OCCUPANCY AREA SCHEDULE
ROOM
AREA
OCCUPANT
LOAD FACTOR
OCCUPANT
LOAD REMARKSNUMBER NAME
H-1 HIGH HAZARD
100 MISSILE BAY 2 1,127 SF 1:500 3
101 VEST 65 SF 1:0
102 VEST 65 SF 1:0
103 VEST 89 SF 1:0
104 MECH & COMP 268 SF 1:300 1
105 ELEC. 96 SF 1:300 1
106 COMM 57 SF 1:300 1
107 VEST 89 SF 1:0
108 MISSILE BAY 1 988 SF 1:500 2
109 SECURED WORK
AREA
121 SF 1:100 2
H-1 HIGH HAZARD: 10 2,966 SF 10
TOTAL: 10 2,966 SF 10
SCALE: 1/8" = 1'-0"
LIFE SAFETY PLANA1
0 4' 8' 16'
1/8" = 1'-0"
N
W
IS C O NS IN
A R C H I T E C T
JASON T.
HOLUBY
A-13101
EXISTIN
G BUILD
IN
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EXISTIN
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&I F
ACILI
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EXISTIN
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BUILD
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EXISTIN
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EXISTING
STRUCTURE TO BE
REMOVED BY
OTHERS PRIOR TO
CONSTRUCTION
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SURVEY
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LDH
0' 15' 30' 60'
EXISTING LEGEND
PCC PAVEMENT
STORM SEWER
WATER LINE
GAS LINE
SANITARY SEWER LINE
UNDERGROUND ELECTRIC LINE
COMMUNICATIONS LINE
FENCE
TREE/BUSH
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D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-332-01
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC/MT
M un iti on s M
I
Fa ci lit y
Tr ua x Fi el d, M ad is on
, W is co ns in
F-
B ed do w n
C
B
A
D
C
B
A
54321
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
HLE
OCTOBER 27, 2023
SURVEY WAS PERFORMED BY
KL ENGINEERING IN JUNE AND
OCTOBER OF 2020.
MITCHELL STREET
BUILDING 400
BUILDING 404
H O
FF
M
AN
S
TR
EE
T
COMPACTED STONE TO BE
ADDED AS NEEDED FOR
TURNING ACCESS
PROPOSED
PROJECT AREA
BU
IL
D
IN
G
EXISTING SOIL STOCKPILE TO
BE UTILIZED FOR PROPOSED
STRUCTURE COVER
EXISTING SOIL STOCKPILE TO
BE UTILIZED FOR PROPOSED
STRUCTURE COVER
ACCESS PLAN
C-101
LDH
LDH
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-332-01
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC/MT
M un iti on s M
I
Fa ci lit y
Tr ua x Fi el d, M ad is on
, W is co ns in
F-
B ed do w n
C
B
A
D
C
B
A
54321
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
HLE
OCTOBER 27, 20230' 40' 80' 160'
NOTES:
1. SOIL FOR THE PROPOSED BUILDING COVER CAN BE
TAKEN FROM ONSITE STOCKPILES INDICATED.
2. THIS MATERIAL WILL NEED TO BE TESTED IN
ACCORDANCE WITH WI DNR REQUIREMENTS.
3. AT THE TIME OF CONSTRUCTION THE BASE WILL
PREPARE A MATERIALS MANAGEMENT PLAN FOR
SUBMITTAL TO AND REVIEW BY WI DNR.
IN
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WV
A/C
A/C
A/C
BLDG
POST
POST
POST
POSTBLDG
WV
WV
BLDG
WV WV
WV
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
WV
POSTPOST
POST
POST
BLDG
BLDG
BLDG
UT
EL
WV
WV
UT
POST
POST
POST
POST
BLDG
BLDG
BLDG
POST
POST
UT
BLDG
VENT
UT
SAN
WV
POST
POST
SIGN
SIGN
UT
MWEL
MWEL
SS
SS
SS
SS
SS
SS
SS
SS
EXISTIN
G M
&I F
ACILI
TY
EXISTIN
G
BUILD
IN
G
EXISTIN
G APRON
EXISTIN
G ACCESS R
OAD
EXISTING
STRUCTURE TO BE
REMOVED BY
OTHERS PRIOR TO
CONSTRUCTION
INLET PROTECTION - TYPE B TO
BE INSTALLED AT OLI 1
STRUCTURES IF INSTALLED.
EXISTIN
G PAVEMENT EDGE
EXISTIN
G FENCE LI
NE
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BUILDING
EXISTIN
G FENCE LI
NE
EXISTING GATE
EXISTING
GATE
EXISTIN
G ID
S C
ABLE
S
INLET PROTECTION -
TYPE B. SEE DETAIL.
STORM WATER POLLUTION
PREVENTION PLAN
C-201
LDH
LDH
0' 15' 30' 60'
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-332-01
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC/MT
M un iti on s M
I
Fa ci lit y
Tr ua x Fi el d, M ad is on
, W is co ns in
F-
B ed do w n
C
B
A
D
C
B
A
54321
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
HLE
OCTOBER 27, 2023
G
W
SAN
E
SS
EXISTING PROPOSED LEGEND
PCC PAVEMENT
STORM SEWER
STORM SEWER (OLI 1)
WATER LINE
GAS LINE
SANITARY SEWER LINE
UNDERGROUND ELECTRIC LINE
COMMUNICATIONS LINE
FENCE
TREE/BUSH
STORM WATER POLLUTION
PREVENTION DETAILS
C-202
LDH
LDH
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-332-01
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC/MT
M un iti on s M
I
Fa ci lit y
Tr ua x Fi el d, M ad is on
, W is co ns in
F-
B ed do w n
C
B
A
D
C
B
A
54321
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
HLE
OCTOBER 27, 2023
IN
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UT
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POST
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POST
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BLDG BLDG
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BLDG
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POST
POST
POST
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BLDG
BLDG
AG
BLDG
BLDG
BLDG
BLDG
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BLDG
POST
POST
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POST
POST
POST
POST
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WV
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A/C
A/C
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POST
POST
POST
POSTBLDG
WV
WV
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WV
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
WV
POSTPOST
POST
POST
BLDG
BLDG
BLDG
UT
EL
WV
WV
UT
POST
POST
POST
POST
BLDG
BLDG
BLDG
POST
POST
UT
BLDG
VENT
UT
SAN
WV
POST
POST
SIGN
SIGN
UT
MWEL
MWEL
SS
SS
SS
SS
SS
SS
SS
SS
EXISTIN
G M
&I F
ACILI
TY
EXISTIN
G
BUILD
IN
G
EXISTIN
G APRON
EXISTIN
G ACCESS R
OAD
EXISTING
STRUCTURE TO BE
REMOVED BY
OTHERS PRIOR TO
CONSTRUCTION
REMOVE EXISTING
FENCE, 250 L.F.
REMOVE EXISTING
STORM, 215 L.F.
EXISTIN
G SOIL
STOCKPILE
D IN
THIS AREA IS
IN
TENDED FOR
USE TO C
OVER THE PROPOSED
FACILI
TY.
ANY EXCESS SOIL
SHALL
R
EMAIN
O
NSITE.
EXISTIN
G PAVEMENT EDGE
EXISTIN
G FENCE LI
NE
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BUILDING
EXISTING GATE
EXISTING
GATE
EXISTIN
G ID
S C
ABLE
S
REMOVAL PLAN
C-301
LDH
LDH
0' 15' 30' 60'
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-332-01
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC/MT
M un iti on s M
I
Fa ci lit y
Tr ua x Fi el d, M ad is on
, W is co ns in
F-
B ed do w n
C
B
A
D
C
B
A
54321
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
HLE
OCTOBER 27, 2023
G
W
SAN
E
SS
EXISTING REMOVAL LEGEND
PCC PAVEMENT
STORM SEWER
WATER LINE
GAS LINE
SANITARY SEWER LINE
UNDERGROUND ELECTRIC LINE
COMMUNICATIONS LINE
FENCE
TREE/BUSH
NOTES:
1. EXISTING CONDITIONS ARE BASED ON SURVEY
PERFORMED BY KL ENGINEERING, INC. IN JUNE AND
OCTOBER OF 2020.
2. ALL SOILS REMOVED SHALL REMAIN ONSITE AT AN
APPROVED LOCATION.
3. SOIL FOR THE PROPOSED BUILDING COVER CAN BE
TAKEN FROM ONSITE STOCKPILES INDICATED ON
SHEET C-101.
4. THIS MATERIAL WILL NEED TO BE TESTED IN
ACCORDANCE WITH WI DNR REQUIREMENTS.
5. AT THE TIME OF CONSTRUCTION THE BASE WILL
PREPARE A MATERIALS MANAGEMENT PLAN FOR
SUBMITTAL TO AND REVIEW BY WI DNR.
IN
G
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W
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W
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TEL
UT
TEL
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EL
EL
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EL
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EL
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POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POSTBLDG
BLDG
POST
POST
BLDG BLDG
BLDG BLDG
WV
BLDG
EL
SAN
POST
POST
POST
POST
POSTPOST
BLDG
BLDG
AG
BLDG
BLDG
BLDG
BLDG
POST
BLDG
POST
POST
WV
BLDG BLDG
POST
POST
POST
POST
BLDG POST
WV
A/C
A/C
A/C
BLDG
POST
POST
POST
POSTBLDG
WV
WV
BLDG
WV WV
WV
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
WV
POSTPOST
POST
POST
BLDG
BLDG
BLDG
UT
EL
WV
WV
UT
POST
POST
POST
POST
BLDG
BLDG
BLDG
POST
POST
UT
BLDG
VENT
UT
SAN
WV
POST
POST
SIGN
SIGN
UT
MWEL
MWEL
SS
SS
SS
EXISTIN
G M
&I F
ACILI
TY
EXISTIN
G
BUILD
IN
G
EXISTIN
G APRON
EXISTIN
G ACCESS R
OAD
EXISTING
STRUCTURE TO BE
REMOVED BY
OTHERS PRIOR TO
CONSTRUCTION
PROPOSED M
&I F
ACILI
TY
(S
EE G
RADIN
G PLA
N)
EXISTIN
G PAVEMENT EDGE
EXISTIN
G FENCE LI
NE
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BUILDING
EXISTIN
G FENCE LI
NE
EXISTING GATE
EXISTING
GATE
EXISTIN
G ID
S C
ABLE
S
EXISTIN
G TAXILA
NE C
ENTERLIN
E O N R
AMP
CLE
ARANCE FROM APRON BOUNDARY TO FIXED
OR M
OBILE
O
BSTACLE
S (B
ASED O
N F-35
PROPOSED SITE - QD ARCS
C-401
LDH
LDH
0' 15' 30' 60'
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-332-01
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC/MT
M un iti on s M
I
Fa ci lit y
Tr ua x Fi el d, M ad is on
, W is co ns in
F-
B ed do w n
C
B
A
D
C
B
A
54321
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
HLE
OCTOBER 27, 2023
THIS SHEET DEPICTS THE
QUANTITY-DISTANCE ARCS FOR STRUCTURES
IN THE IMMEDIATE VICINITY OF THE
PROPOSED FACILITY. NO PROPOSED
CONSTRUCTION IS DEPICTED ON THIS SHEET
IN
G
E
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TEL
UT
TEL
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EL
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POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POSTBLDG
BLDG
POST
POST
BLDG BLDG
BLDG BLDG
WV
BLDG
EL
SAN
POST
POST
POST
POST
POSTPOST
BLDG
BLDG
AG
BLDG
BLDG
BLDG
BLDG
POST
BLDG
POST
POST
WV
BLDG BLDG
POST
POST
POST
POST
BLDG POST
WV
A/C
A/C A/C
BLDG
POST
POST
POST
POSTBLDG
WV
WV
BLDG
WV WV
WV
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
WV
POSTPOST
POST
POST
BLDG
BLDG
BLDG
UT
EL
WV
WV
UT
POST
POST
POST
POST
BLDG
BLDG
BLDG
POST
POST
UT
BLDG
VENT
UT
SAN
WV
POST
POST
SIGN
SIGN
UT
MWEL
MWEL
SS
SS
SS
EXISTIN
G M
&I F
ACILI
TY
EXISTING
BUILD
ING
EXISTIN
G APRON
EXISTIN
G ACCESS R
OAD
EXISTING
STRUCTURE TO BE
REMOVED BY
OTHERS PRIOR TO
CONSTRUCTION
PROPOSED PCC
PAVEMENT, 840 SY
PROPOSED
BITUMINOUS
PAVEMENT, 1,184 SY
PROPOSED BITUMINOUS
PAVEMENT (OLI 1), 892 SY
PROPOSED M
&I F
ACILI
TY
(S
EE G
RADIN
G PLA
N)
PROPOSED
SIDEWALK (OLI 2),
1,142 S.F.
EXISTIN
G PAVEMENT EDGE
EXISTIN
G FENCE LI
NE
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BUILDING
EXISTIN
G FENCE LI
NE
EXISTING GATE
EXISTING
GATE
EXISTIN
G ID
S C
ABLE
S
EXISTIN
G TAXILA
NE C
ENTERLIN
E O N R
AMP
CLE
ARANCE FROM APRON BOUNDARY TO FIXED
OR M
OBILE
O
BSTACLE
S (B
ASED O
N F-35
PROPOSED 10'
CHAIN LINK
FENCE, 408 L.F.
SEE DEATIL
PROPOSED
SIDEWALK,
2,327 S.F.
PROPOSED PCC
PAVEMENT, 143 SY
PROPOSED PLAN
C-402
LDH
LDH
0' 15' 30' 60'
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-332-01
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC/MT
M un iti on s M
I
Fa ci lit y
Tr ua x Fi el d, M ad is on
, W is co ns in
F-
B ed do w n
C
B
A
D
C
B
A
54321
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
HLE
OCTOBER 27, 2023
EXISTING PROPOSED LEGEND
BITUMINOUS PAVEMENT
BITUMINOUS PAVEMENT - OLI 1
PCC PAVEMENT / SIDEWALK - BASE BID
SIDEWALK - OLI 2
STORM SEWER
WATER LINE
GAS LINE
SANITARY SEWER LINE
UNDERGROUND ELECTRIC LINE
COMMUNICATIONS LINE
FENCE
TREE/BUSH
G
W
SAN
E
SS
1 OLI MODIFICATION 12/05/23
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-332-01
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC/MT
M un iti on s M
I
Fa ci lit y
Tr ua x Fi el d, M ad is on
, W is co ns in
F-
B ed do w n
C
B
A
D
C
B
A
54321
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
HLE
OCTOBER 27, 2023
TYPICAL SECTIONS AND
FENCING DETAILS
LDH
LDH
C-403
AutoCAD SHX Text
VARIES (SEE STAKING PLAN)
AutoCAD SHX Text
AutoCAD SHX Text
TYPICAL SECTION - PCC PAVEMENT
AutoCAD SHX Text
1. PROPOSED 7 INCH PCC PAVEMENT PROPOSED 7 INCH PCC PAVEMENT 2. PROPOSED 12 INCH STONE PROPOSED 12 INCH STONE 3. PROPOSED COMPACTED SUBGRADE OR FILL MATERIALPROPOSED COMPACTED SUBGRADE OR FILL MATERIAL
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
2.0% AND VARIES
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PAVEMENT SECTION - ASPHALT ACCESS ROAD
AutoCAD SHX Text
1. PROPOSED 2" BITUMINOUS SURFACE COURSE 2. PROPOSED TACK COAT 3. PROPOSED 2" BITUMINOUS BASE COURSE 4. PROPOSED BITUMINOUS PRIME COAT 5. PROPOSED 12" AGGREGATE BASE COURSE 6. PROPOSED COMPACTED SUBGRADE OR FILL MATERIAL
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SIDE WALK CROSS-SECTION
AutoCAD SHX Text NOTES 1. JOINTS SHALL BE 5 FT SPACING. JOINTS SHALL BE 5 FT SPACING. 2. ALL JOINTS SHALL BE CONTRACTION JOINTS. EXPANSION ALL JOINTS SHALL BE CONTRACTION JOINTS. EXPANSION JOINTS WITH 1/2" PERFORMED EXPANSION MATERIAL SHALL BE SPACED AT 36 FT MAX. INTERVALS. 3. 1/2" PERFORMED JOINT FILLER TO BE USED IN ALL 1/2" PERFORMED JOINT FILLER TO BE USED IN ALL LOCATIONS WHERE SIDEWALK IS ADJACENT TO PAVEMENT.
AutoCAD SHX Text
PROPOSED PCC SIDEWALK WITH 6X6 - 2.9X2.9 WWF
AutoCAD SHX Text
1% CROSS SLOPE
AutoCAD SHX Text
6" AGGREGATE BASE COURSE
IN
G
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E
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E
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E
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E
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E
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E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
G
G
G
G
G
G
G
G
G
G
G
G
G
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G
G
G
G G
G
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OH
OH
OH
OH
OH
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OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
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SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
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 SS SS
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SS
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SS
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SS
SS
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SS
SS
SS
SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
UT
EL
EL
BLDGPOST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POSTBLDG
POST
POST
POST
POST
POSTPOST
BLDG
BLDG
AG
BLDG
BLDG
BLDG
BLDG
BLDG
POST
BLDG
WV WV
WV
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
WV
POSTPOST
POST
POST
BLDG
BLDG
BLDG
UT
SAN
MWEL
MWEL
EXISTIN
G APRON
EXISTIN
G ACCESS R
OAD
EXISTING STRUCTURE
TO BE REMOVED BY
OTHERS PRIOR TO
CONSTRUCTION
EXISTING STORM SEWER
PROPOSED M
&I F
ACILI
TY
(S
EE G
RADIN
G PLA
N)
EXISTIN
G M
&I F
ACILI
TY
EXISTIN
G PAVEMENT EDGE
EXISTIN
G FENCE LI
NE
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BITUMINOUS
PAVEMENT
EXISTIN
G ID
S C
ABLE
S
JOINTING PLAN
C-404
LDH
LDH
0' 10' 20' 40'
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-332-01
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC/MT
M un iti on s M
I
Fa ci lit y
Tr ua x Fi el d, M ad is on
, W is co ns in
F-
B ed do w n
C
B
A
D
C
B
A
54321
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
HLE
OCTOBER 27, 2023
PROPOSED LEGEND
THICKENED EDGE EXPANSION JOINT
DOWELED CONTRACTION JOINT
DOWELED CONSTRUCTION JOINT
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-332-01
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC/MT
M un iti on s M
I
Fa ci lit y
Tr ua x Fi el d, M ad is on
, W is co ns in
F-
B ed do w n
C
B
A
D
C
B
A
54321
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
HLE
OCTOBER 27, 2023
PAVEMENT JOINTING DETAILS
LDH
LDH
C-405
AutoCAD SHX Text
%%USEALANT - CONTRACTION
AutoCAD SHX Text
BACKER MATERIAL
AutoCAD SHX Text
1/4" BELOW SURFACE
AutoCAD SHX Text
%%USEALANT - EXPANSION
AutoCAD SHX Text
BACKER MATERIAL
AutoCAD SHX Text
1/4" BELOW SURFACE
AutoCAD SHX Text
JOINT FILLER
AutoCAD SHX Text
%%USEALANT - CONSTRUCTION
AutoCAD SHX Text
BACKER MATERIAL
AutoCAD SHX Text
1/4" BELOW SURFACE
AutoCAD SHX Text
CONSTRUCTION JOINT BETWEEN SLABS
AutoCAD SHX Text
%%UDOWEL PLAN VIEW
AutoCAD SHX Text
16" BAR LENGTH
AutoCAD SHX Text
16" BAR LENGTH
AutoCAD SHX Text
TRANSVERSE JOINT
AutoCAD SHX Text
LONGITUDINAL JOINT
AutoCAD SHX Text NOTE: W = WIDTH OF SEALANT RESERVOIR (1/2" - 5/8") D = DEPTH OF SEALANT (1.0-1.5 x W FOR POURED SEALANT; 0.5W FOR SILICONE SEALANT) T = DEPTH OF INITIAL SAWCUT (2" +/- 1/2") SEALANT SHALL BE JET FUEL RESISTANT CONFORMING TO FEDERAL SPECIFICATION SS-S-200 OR MEETING ASTM D-3569 AND D-3581 OR SILICONE CONFORMING TO ASTM D-5893
AutoCAD SHX Text
THICKENED EDGE EXPANSION JOINT
AutoCAD SHX Text
NEW PCC PAVEMENT
AutoCAD SHX Text
PROPOSED AGGREGATE SUBBASE
AutoCAD SHX Text
SEE SEALANT DETAIL
AutoCAD SHX Text NOTE: W = WIDTH OF SEALANT RESERVOIR (1/2" - 5/8") D = DEPTH OF SEALANT (1.0-1.5 x W FOR POURED SEALANT; 0.5W FOR SILICONE SEALANT) SEALANT SHALL BE JET FUEL RESISTANT CONFORMING TO FEDERAL SPECIFICATION SS-S-200 OR MEETING ASTM D-3569 AND D-3581 OR SILICONE CONFORMING TO ASTM D-5893
AutoCAD SHX Text NOTE: D = DEPTH OF SEALANT (1.0-1.5 x W FOR POURED SEALANT; 0.5W FOR SILICONE SEALANT) SEALANT SHALL BE JET FUEL RESISTANT CONFORMING TO FEDERAL SPECIFICATION SS-S-200 OR MEETING ASTM D-3569 AND D-3581 OR SILICONE CONFORMING TO ASTM D-5893
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
PROPOSED
AutoCAD SHX Text
DOWELED CONTRACTION JOINT
AutoCAD SHX Text
PROPOSED AGGREGATE SUBBASE
AutoCAD SHX Text
NEW PCC PAVEMENT
AutoCAD SHX Text
SEE SEALANT DETAIL
AutoCAD SHX Text
PAINT AND OIL ONE END OF DOWEL, 3/4" DIAMETER, 16" LONG, SPACED 12" ON-CENTER
AutoCAD SHX Text
DOWELED CONSTRUCTION JOINT
AutoCAD SHX Text
PROPOSED AGGREGATE SUBBASE
AutoCAD SHX Text
NEW PCC PAVEMENT
AutoCAD SHX Text
SEE SEALANT DETAIL
AutoCAD SHX Text
PAINT AND OIL ONE END OF DOWEL, 3/4" DIAMETER, 16" LONG, SPACED 12" ON-CENTER
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
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E
E
E
E
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E
E
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E
E
E
E
E
E
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
G
G
G
G
G
G
G
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G
G
G
G
G
G
G
G
G
G
G
G
G
G
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SS
SS
SS
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SS
SS
SS
SS
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W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
UT
EL
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POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
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POST
POST
POST
POSTPOST
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AG
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BLDG
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BLDG
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BLDG
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POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
WV
POSTPOST
POST
POST
BLDG
BLDG
BLDG
UT
SAN
MWEL
MWEL
EXISTING STRUCTURE
TO BE REMOVED BY
OTHERS PRIOR TO
CONSTRUCTION
EXISTING STORM SEWER
EXISTIN
G BUILD
IN
G
EXISTIN
G APRON
EXISTIN
G ACCESS R
OAD
PROPOSED M
&I F
ACILI
TY
(S
EE G
RADIN
G PLA
N)
EXISTIN
G M
&I F
ACILI
TY
EXISTIN
G PAVEMENT EDGE
EXISTIN
G FENCE LI
NE
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BITUMINOUS
PAVEMENT
EXISTIN
G ID
S C
ABLE
S
JOINT STAKING PLAN
C-501
LDH
LDH
0' 10' 20' 40'
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-332-01
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC/MT
M un iti on s M
I
Fa ci lit y
Tr ua x Fi el d, M ad is on
, W is co ns in
F-
B ed do w n
C
B
A
D
C
B
A
54321
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
HLE
OCTOBER 27, 2023
EXISTING BUILDING
EXISTING M&I FACILITY
EXISTING
BUILDING
EXISTING ACCESS ROAD
PROPOSED PCC
PAVEMENT
PROPOSED
BITUMINOUS
PAVEMENT PROPOSED BITUMINOUS
PAVEMENT, OLI 1
PROPOSED M&I FACILITY
(SEE GRADING PLAN)
PROPOSED 10'
CHAIN LINK
FENCE
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OHOHOHOHOHOH
OH OH OH OH OH OH
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POST
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BLDG
BLDG
AG
BLDG
BLDG
BLDG
BLDG
BLDG
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POST
POST
POSTPOST
POST
POST
POST
POST
POST
POST
POST
POSTPOST
POST
POST
BLDG
BLDG
BLDG
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POST
POST
BLDG
BLDG
SAN
MWELMWEL
EXISTING STRUCTURE
TO BE REMOVED BY
OTHERS PRIOR TO
CONSTRUCTION
EXISTING
CONTOURS
PROPOSED
SIDEWALK PROPOSED
SIDEWALK, OLI 2
PROPOSED PCC
PAVEMENT
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-332-01
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC/MT
M un iti on s M
I
Fa ci lit y
Tr ua x Fi el d, M ad is on
, W is co ns in
F-
B ed do w n
C
B
A
D
C
B
A
54321
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
HLE
OCTOBER 27, 2023
PLAN & PROFILE - ACCESS
ROAD
C-502
LDH
LDH
0' 10' 20' 40'
PROPOSED GRADE
EXISTING GRADE
OLI 1 PROPOSED GRADE
(SEE GRADING PLANS)
BASE BID PROPOSED GRADE
(SEE GRADING PLANS)
END BASE BID PAVEMENT
STA. 104+81.10
1 OLI MODIFICATION 12/05/23
EXISTING
BUILDING
PROPOSED BITUMINOUS
PAVEMENT, OLI 1
E
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E
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E
E
E
E
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E
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E
E
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G
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G
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G
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O H
O H
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SS
SS
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SS
SS
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SS
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SS
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SS
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SS
SS
SS
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SS
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SS
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SS
SS
SS
SS
SS
SS
SS
SS
W W
W W
W W
W W
W W
W
W
W
W W
W
W W
W
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EL
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UT POST
POST
POST
POST
BLDG
BLDG
BLDG
POST
POST
BLDG
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UT
WV
POST
POST
SIGN
SIGN
SS
SS
SS
SS
SS
EXISTIN
G
AC
C
ESS R
O
AD
EXISTING
CONTOURS
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-332-01
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC/MT
M un iti on s M
I
Fa ci lit y
Tr ua x Fi el d, M ad is on
, W is co ns in
F-
B ed do w n
C
B
A
D
C
B
A
54321
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
HLE
OCTOBER 27, 2023
PLAN & PROFILE - ACCESS
ROAD
C-503
LDH
LDH
0' 10' 20' 40'
EXISTING GRADE
OLI 1 PROPOSED GRADE
(SEE GRADING PLANS)
E
E
E
E
E
E
E
E
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E
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E
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FO
FO
FO
FO
FO
FO
G
G
G
G
G
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G
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G
G
G
G
G
G
G
G
G
G
G
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G
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G
G
G
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G
G
G
G
G
G
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SS
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SS
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SS
SS
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SS
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SS
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W
W
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W
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W
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W
W
W
W
W
W
W
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W
W
W
W
W
W
W
W
W
W
WW
W
W
W
W
W
W
W
W
W
W
W
W
BLDG
TEL
UT
TEL
EL
EL
EL
EL
EL
EL
EL
EL
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POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POSTBLDG
BLDG
POST
POST
BLDG BLDG
BLDG BLDG
WV
BLDG
EL
SAN
POST
POST
POST
POST
POSTPOST
BLDG
BLDG
AG
BLDG
BLDG
BLDG
BLDG
POST
BLDG
POST
POST
BLDG BLDG
POST
POST
POST
POST
BLDG POSTBLDG
POST
POST
POST
POSTBLDG
BLDG
WV WV
WV
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
WV
POSTPOST
POST
POST
BLDG
BLDG
BLDG
UT
EL
WV
WV
UT
POST
POST
POST
POST
BLDG
BLDG
BLDG
POST
POST
UT
BLDG
VENT
UT
SAN
WV
POST
POST
SIGN
SIGN
UT
MWEL
MWEL
SS
SS
SS
EXISTIN
G BUILD
IN
G
EXISTIN
G M
&I F
ACILI
TY
EXISTIN
G
BUILD
IN
G
EXISTIN
G APRON
EXISTIN
G ACCESS R
OAD
EXISTING
STRUCTURE TO BE
REMOVED BY
OTHERS PRIOR TO
CONSTRUCTION
EXISTIN
G PAVEMENT EDGE
EXISTIN
G FENCE LI
NE
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BUILDING
EXISTIN
G FENCE LI
NE
EXISTING
GATE
EXISTIN
G ID
S C
ABLE
S
PROPOSED M
&I F
ACILI
TY
GRADING PLAN - BASE BID
C-504
LDH
LDH
0' 15' 30' 60'
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-332-01
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC/MT
M un iti on s M
I
Fa ci lit y
Tr ua x Fi el d, M ad is on
, W is co ns in
F-
B ed do w n
C
B
A
D
C
B
A
54321
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
HLE
OCTOBER 27, 2023
NOTES:
ALL DISTURBED TURF AREA WILL BE SEEDED AND
HYDRO-MULCHED.
FFE 100'-0" IS 856.50 AMSL.
CONTOURS DENOTE 2' OF EARTH FILL ON TOP OF THE
PROPOSED FACILITY.
ALL SOILS REMOVED OVER THE COURSE OF
CONSTRUCTION SHALL REMAIN ONSITE AT AN
APPROVED LOCATION.
E
E
E
E
E
E
E
E
E
E
E
E
E
E
EE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
FO
FO
FO
FO
FO
FO
FO
FO
FO
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
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
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W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWW
W
W
W
W
W
W
W
W
W
W
WW
W
W
W
W
W
W
W
W
W
W
W
W
BLDG
TEL
UT
TEL
EL
EL
EL
EL
EL
EL
EL
EL
BLDGPOST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POSTBLDG
BLDG
POST
POST
BLDG BLDG
BLDG BLDG
WV
BLDG
EL
SAN
POST
POST
POST
POST
POSTPOST
BLDG
BLDG
AG
BLDG
BLDG
BLDG
BLDG
POST
BLDG
POST
POST
BLDG BLDG
POST
POST
POST
POST
BLDG POSTBLDG
POST
POST
POST
POSTBLDG
BLDG
WV WV
WV
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
WV
POSTPOST
POST
POST
BLDG
BLDG
BLDG
UT
EL
WV
WV
UT
POST
POST
POST
POST
BLDG
BLDG
BLDG
POST
POST
UT
BLDG
VENT
UT
SAN
WV
POST
POST
SIGN
SIGN
UT
MWEL
MWEL
SS
SS
SS
EXISTIN
G BUILD
IN
G
EXISTIN
G M
&I F
ACILI
TY
EXISTIN
G
BUILD
IN
G
EXISTIN
G APRON
EXISTIN
G ACCESS R
OAD
EXISTING
STRUCTURE TO BE
REMOVED BY
OTHERS PRIOR TO
CONSTRUCTION
EXISTIN
G PAVEMENT EDGE
EXISTIN
G FENCE LI
NE
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BUILDING
EXISTIN
G FENCE LI
NE
EXISTING
GATE
EXISTIN
G ID
S C
ABLE
S
PROPOSED M
&I F
ACILI
TY
GRADING PLAN - BASE BID
WITH OLI 1
C-505
LDH
LDH
0' 15' 30' 60'
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-332-01
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC/MT
M un iti on s M
I
Fa ci lit y
Tr ua x Fi el d, M ad is on
, W is co ns in
F-
B ed do w n
C
B
A
D
C
B
A
54321
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
HLE
OCTOBER 27, 2023
NOTES:
ALL DISTURBED TURF AREA WILL BE SEEDED AND
HYDRO-MULCHED.
FFE 100'-0" IS 856.50 AMSL.
CONTOURS DENOTE 2' OF EARTH FILL ON TOP OF THE
PROPOSED FACILITY.
ALL SOILS REMOVED OVER THE COURSE OF
CONSTRUCTION SHALL REMAIN ONSITE AT AN
APPROVED LOCATION.
IN
G
E
E
E
E
E
E
E
E
E
E
E
E
EE
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
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 SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
T
T
T
T
T
T
T
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
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
BLDG
TEL
TEL
ANCHOR
ANCHOR
WV WV
SIGN
TEL
UT
UT
TEL
EL
EL
EL
ELEL
EL
EL
EL
BLDGPOST
POST
POSTPOST
POSTPOST
POSTPOST
POSTPOST
POST
POSTBLDG
BLDG
POST
POST
BLDG BLDG
BLDG BLDGWV
BLDG
EL
SAN
POST
POST
POST
POST
POSTPOST
BLDG
BLDG
AG
BLDG
BLDG
BLDG
BLDG
POST
BLDG
POST
POST
WV
BLDG BLDG
POST
POST
POST
POST
BLDG POST
WV
A/C
A/C A/C
BLDG
POST
POST
POST
POSTBLDG
WV
WV
BLDG
WVWV
WV
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
WV
POSTPOST
POST
POST
BLDG
BLDG
BLDG
UT
EL
WV
WV
UT
POST
POST
POST
POST
BLDG
BLDG
BLDG
POST
POST
UT
BLDG
VENT
UT
AG
AG
AG
SAN
WV
SAN
TEL
BLDG
BLDG
BLDG
BLDG
BLDG
BLDG
BLDG
BLDG
WV
POST
POST
SIGNSIGN
UT
MWEL
MWEL
EXISTIN
G M
&I F
ACILI
TY
EXISTIN
G
BUILD
IN
G
EXISTIN
G APRON
EXISTIN
G ACCESS R
OAD
EXISTING
STRUCTURE TO BE
REMOVED BY
OTHERS PRIOR TO
CONSTRUCTION
PROPOSED M
&I F
ACILI
TY
(S
EE G
RADIN
G PLA
N)
PROPOSED COMM
PER BUILDING
REQUIREMENTS
CONNECT COMM AT
EXISTING MANHOLE
PROPOSED GAS
PER BUILDING
REQUIREMENTS
PROPOSED ELECTRICAL
PER BUILDING
REQUIREMENTS
SS1
SS2
S1
S2
S3
S4
S5
S6S7
S8
S9
1" PROPOSED
WATER PER
BUILDING
REQUIREMENTS
PROPOSED 6"
WATER LOOP FOR
FIRE PROTECTION
S3a
EXISTIN
G PAVEMENT EDGE
EXISTIN
G FENCE LI
NE
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BUILDING
EXISTIN
G FENCE LI
NE
EXISTING GATE
EXISTING
GATE
EXISTIN
G ID
S C
ABLE
S
PROPOSED 6" FIRE
PROTECTION
SUPPLY AND FIRE
DEPARTMENT
CONNECTION
6" POST INDICATOR
VALVE WITH TAMPER
SWITCH, ROUTE
CONDUIT FROM
TAMPER SWITCH TO
BUILDING
PROPOSED
HYDRANT AND
BOLLARDS
1" MINIMUM
CONDUIT TO
EXISTING M&I
FACILITY
CONNECT
PERIMETER
DRAIN AT
EXISTING PIPE,
INV. 851.05
CONNECT
PERIMETER
DRAIN AT
EXISTING
PIPE, INV.
850.77
COMM CONNECTION
TO BUILDING 700,
SEE COMM SHEETS
FOR REQUIREMENTS
COMM CONNECTION
TO BUILDING 406,
SEE COMM SHEETS
FOR REQUIREMENTS
UTILITY PLAN
C-601
LDH
LDH
0' 20' 40' 80'
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-332-01
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC/MT
M un iti on s M
I
Fa ci lit y
Tr ua x Fi el d, M ad is on
, W is co ns in
F-
B ed do w n
C
B
A
D
C
B
A
54321
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
HLE
OCTOBER 27, 2023
EXISTING PROPOSED LEGEND
BITUMINOUS PAVEMENT
BITUMINOUS PAVEMENT - OLI 1
PCC PAVEMENT / SIDEWALK - BASE BID
SIDEWALK - OLI 1
STORM SEWER - BASE BID
STORM SEWER - OLI 1
BUILDING PERIMETER DRAINAGE
WATER LINE
GAS LINE
SANITARY SEWER LINE
UNDERGROUND ELECTRIC LINE
COMMUNICATIONS LINE
FENCE
TREE/BUSH
G
W
SAN
E
SS
NOTES:
1. FOR ADDITIONAL INFORMATION SEE UTILITY DETAIL SHEETS. SEE UTILITY DETAIL SHEETS FOR
STORM AND SANITARY SEWER SCHEDULES.
2. ALL WORK PERFORMED SHALL BE IN CONFORMANCE WITH APPLICABLE UFCS, LOCAL UTILITY
CODES AND WIDOT REQUIREMENTS.
3. FIRE PROTECTION WATER LOOP SHALL BE INSTALLED, FLUSHED AND TESTED PER UFC 3-600-01 AND NFPA 24. FLUSHING SHALL BE PERFORMED FOR AT LEAST 10 MINUTES AT A MEASURED RATE OF AT LEAST 850 GPM. FLUSHING AND TESTING SHALL BE WITNESSED BY THE QUALIFIED FIRE PROTECTION ENGINEER SPECIFIED IN 21 13 13. SUBMIT NFPA 24 CONTRACTOR;S MATERIAL AND TEST CERTIFICATE FOR UNDER GROUND PIPING DOCUMENTING INSTALLATION AND TESTING FOR
INCLUSION IN THE DIVISION 21 TEST REPORT.
4. THE LOCATION, TYPE AND SIZE OF EXISTING UNDERGROUND AND/OR ABOVE GROUND UTILITIES ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE
RESPECTIVE UTILITIES TO BE LOCATED PRIOR TO CONSTRUCTION. IN THE EVENT OF AN
UNEXPECTED UTILITY INTERFERENCE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY, THE ARCHITECT, AND THE OWNER'S REPRESENTATIVE. ANY DAMAGE TO A SERVICE OR MAIN
SHALL BE RESTORED AT ONCE AT NO ADDITIONAL COST TO THE CONTRACT.
5. ANY CONFLICTS WITH PROPOSED CONSTRUCTION AND UTILITIES SHALL BE BROUGHT TO THE
IMMEDIATE ATTENTION OF THE ARCHITECT.
6. WARNING TAPES SHALL BE PLACED ABOVE UTILITIES 1 FOOT BELOW GRADE.
7. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, UNLESS NOTED OTHERWISE, INCLUDING PROVIDING ANY FINANCIAL SURETIED REQUIRED AS PART OF ANY PERMIT.
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-332-01
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC/MT
M un iti on s M
I
Fa ci lit y
Tr ua x Fi el d, M ad is on
, W is co ns in
F-
B ed do w n
C
B
A
D
C
B
A
54321
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
HLE
OCTOBER 27, 2023
DRAINAGE SCHEDULE AND
DETAILS
HLE
LDH
C-602
STORM SEWER SCHEDULE - BASE BID
PROPOSED
STRUCTURE NORTHING EASTING TYPE RIM ELEV.
(FT)
INVERT ELEV.
(FT)
PIPE PAY
LENGTH
(FT)
SIZE
(IN) TYPE SLOPE
S2 504795.1843 833871.3746 PROPOSED INLET 855.61 851.52
61.7 12 RCP 0.5
S3 504733.4970 833869.3060 EXISTING INLET 855.31 851.21
S3a 504629.3430 834021.2900 EXISTING INLET 855.61 852.13
184.2 12 RCP 0.5
S3 504733.4970 833869.3060 EXISTING INLET 855.31 851.21
STORM SEWER SCHEDULE - OLI 1
PROPOSED
STRUCTURE NORTHING EASTING TYPE RIM ELEV.
(FT)
INVERT ELEV.
(FT)
PIPE PAY
LENGTH
(FT)
SIZE
(IN) TYPE SLOPE
S4 504932.5764 834152.4058 PROPOSED INLET 855.85 851.28
113.9 12 RCP 0.5
S5 505015.4950 834074.3550 EXISTING INLET 855.46 850.71
S6 505027.4962 834250.4112 PROPOSED INLET 856.12 851.16
75.8 12 RCP 0.5
S7 505027.4950 834174.5660 EXISTING INLET 855.88 850.78
S8 505106.5505 834315.3252 FLARED END SECTION --- 855.84
44.3 12 RCP 0.5
S9 505130.3430 834277.9131 FLARED END SECTION --- 855.62
MANHOLE ADJUSTMENT SCHEDULE
EXISTING
STRUCTURE NORTHING EASTING TYPE
EXISTING
RIM ELEV.
(FT)
PROPOSED
RIM ELEV.
(FT)
ADJUSTMENT
(IN)
S1 504740.0760 833750.0940 STORM 856.64 855.76 -10.56
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-332-01
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC/MT
M un iti on s M
I
Fa ci lit y
Tr ua x Fi el d, M ad is on
, W is co ns in
F-
B ed do w n
C
B
A
D
C
B
A
54321
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
HLE
OCTOBER 27, 2023
DRAINAGE DETAILS
LDH
LDH
C-603
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-332-01
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC/MT
M un iti on s M
I
Fa ci lit y
Tr ua x Fi el d, M ad is on
, W is co ns in
F-
B ed do w n
C
B
A
D
C
B
A
54321
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
HLE
OCTOBER 27, 2023
SANITARY SCHEDULE AND
DETAILS
LDH
LDH
C-604
SANITARY SEWER SCHEDULE
PROPOSED
STRUCTURE NORTHING EASTING TYPE RIM ELEV.
(FT)
INVERT ELEV.
(FT)
PIPE PAY
LENGTH
(FT)
SIZE
(IN) TYPE SLOPE
SS1 504841.6471 834069.5369 BUILDING CONNECTION --- 851.00
66.0 4 PVC 2.0
SS2 504885.2480 834119.0370 EXISTING STRUCTURE 857.01 849.68
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-332-01
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC/MT
M un iti on s M
I
Fa ci lit y
Tr ua x Fi el d, M ad is on
, W is co ns in
F-
B ed do w n
C
B
A
D
C
B
A
54321
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
HLE
OCTOBER 27, 2023
SANITARY DETAILS
LDH
C-605
82" (MIN.)
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-332-01
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC/MT
M un iti on s M
I
Fa ci lit y
Tr ua x Fi el d, M ad is on
, W is co ns in
F-
B ed do w n
C
B
A
D
C
B
A
54321
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
HLE
OCTOBER 27, 2023
WATER DETAILS
LDH
LDH
C-606
6.5 FT (TYP.)
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-332-01
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC/MT
M un iti on s M
I
Fa ci lit y
Tr ua x Fi el d, M ad is on
, W is co ns in
F-
B ed do w n
C
B
A
D
C
B
A
54321
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
HLE
OCTOBER 27, 2023
WATER DETAILS
LDH
C-607
ACI AMERICAN CONCRETE INSTITUTE
ADD'L ADDITIONAL
ADJ ADJACENT
AGG AGGREGATE
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
BLDG BUILDING
BM BEAM
BO BOTTOM OF
BOS BOTTOM OF STEEL
BOT BOTTOM
BP BASE PLATE
BR BRACING
BRG BEARING
BTWN BETWEEN
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
DBL DOUBLE
DIA DIAMETER
DL DEAD LOAD
DN DOWN
DWLS DOWELS
EA EACH
EE EACH END
EF EACH FACE
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRICAL
ELEV ELEVATION
EMB EMBED/EMBEDMENT
EQ EQUAL
EQUIV EQUIVALENT
EW EACH WAY
EXP EXPANSION
EXT EXTERIOR
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
IN INCH/INCHES
INT INTERIOR
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
MEP MECHANICAL, ELECTRICAL, PLUMBING
MFG MANUFACTURER
MIN MINIMUM
MPH MILES PER HOUR
NS NEAR SIDE
NTS NOT TO SCALE
OC ON CENTER
OH OPPOSITE HAND
OPNG OPENING
OVS OVERSIZED
PC PRECAST
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
S.O.G. SLAB ON GRADE
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
SQ SQUARE
T&B TOP & BOTTOM
T/WALL TOP OF WALL
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 CODES: IBC 2018, ASCE 7-16, AND UFC 3-301-01
BUILDING RISK CATEGORY: III
DESIGN LOADS:
DEAD LOADS:
FRAMING................................................................ ACTUAL WEIGHT OF MATERIALS, UNLESS NOTED OTHERWISE
INSULATION (WALL)............................................... 2 PSF
ROOF SUPERIMPOSED.......................................... 345 PSF
LIVE LOADS:
ROOF (NON-REDUCIBLE)....................................... 100 PSF
SERVICE BAY FLOOR............................................. 250 PSF
MECHANICAL ROOMS ............................................ 125 PSF
ALL OTHER FLOORS .............................................. 100 PSF
SNOW LOAD: (ASCE 7-16)
BASIC GROUND SNOW LOAD, (Pg)....................... 30 PSF
TERRAIN CATEGORY............................................. C
ROOF EXPOSURE................................................... PARTIALLY EXPOSED EXPOSURE FACTOR, (Ce)...................................... 1.0 THERMAL FACTOR, (Ct).......................................... 1.0 IMPORTANCE FACTOR, (Is).................................... 1.10
WIND LOAD: (ASCE 7-16)
BUILDING DESIGN:
BASIC WIND SPEED................................................ 115 MPH
EXPOSURE CATEGORY.......................................... C
TOPOGRAPHIC FACTOR, (Kzt)............................... 1.0
BUILDING ENCLOSURE.......................................... ENCLOSED BUILDING
SEISMIC DESIGN DATA: (ASCE 7-16)
SHORT PERIOD ACCELERATION, Ss ................... 7.4 %g LONG PERIOD ACCELERATION, S1...................... 4.8 %g
SOIL SITE CLASS ................................................... D
SITE COEFFICIENT, Fa .......................................... 1.6 SITE COEFFICIENT, Fv .......................................... 2.40 DESIGN SPECTRAL ACCELERATION, SDs .......... 0.091 g DESIGN SPECTRAL ACCELERATION, SD1 .......... 0.074 g
SEISMIC DESIGN CATEGORY .............................. B
IMPORTANCE FACTOR, (Ie) 1.25 ANALYSIS METHOD................................................ EQUIVALENT LATERAL FORCE
SEISMIC FORCE RESISTING SYSTEM.................. BEARING WALL SYSTEMS, SPECIAL
REINFORCED CONCRETE SHEAR
WALLS
Ω = 2.50, R = 5.00, Cd = 5.00, Cs = 0.01
TEMPERATURE:
STRUCTURE SHALL BE ANALYZED FOR T= +37,-53 °F (90°F TOTAL ΔT)
MATERIAL DESIGN VALUES:
CONCRETE (MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS,
NORMAL WEIGHT, UNLESS NOTED OTHERWISE)
SLABS ON GRADE AND FOUNDATIONS..................... 4,000 PSI
ALL OTHER STRUCTURAL CONCRETE, U.N.O.......... 4,000 PSI
CONCRETE REINFORCEMENT(MINIMUM YIELD STRENGTH)
ALL DEFORMED BARS, UNLESS NOTED OTHERWISE.
(ASTM A615, GRADE 60)................................................ fy = 60,000 PSI WELDED WIRE FABRIC (ASTM A185).......................... fy = 60,000 PSI SMOOTH BARS (ASTM A82).......................................... fy = 70,000 PSI DEFORMED BAR ANCHORS (ASTM A706)................... fy = 60,000 PSI
STRUCTURAL STEEL (MINIMUM YIELD STRENGTH)
WIDE FLANGES (ASTM A992 OR A572, GR. 50).......... Fy = 50,000 PSI HSS ROUND (ASTM A500, GRADE C).......................... Fy = 46,000 PSI
HSS SQUARE (ASTM A500, GRADE C)........................ Fy = 50,000 PSI PIPES (ASTM A53, GRADE B)...................................... Fy = 35,000 PSI
ALL OTHER SHAPES, PLATES AND ANCHOR BOLTS
UNLESS NOTED OTHERWISE (ASTM A36).................. Fy = 36,000 PSI
ANCHOR RODS
(ASTM F 1554, WELDABLE GRADE 55)........................ Fy = 55,000 PSI COLD FORMED STRUCTURAL SHAPES...................... Fy = 33,000 PSI (MIN)
MISCELLANEOUS NOTES:
1. REFERENCE DATUM ELEVATION 100'-0" IS EQUAL TO THE ACTUAL
FINISH FLOOR ELEVATION PROVIDED BY CIVIL. REFERENCED
ELEVATIONS ARE BASED ON THIS DATUM ELEVATION.
2. GENERAL NOTES AND TYPICAL DETAILS APPLY TO THE ENTIRE
PROJECT AND CONVEY ENGINEERING INTENT. SPECIFIC
DETAILS ARE NOT DRAWN FOR EVERY CONDITION OF
CONSTRUCTION OR ASSEMBLY. MANY CONDITIONS SIMILAR TO
THOSE DEPICTED EXIST AND THOSE SIMILAR CONDITIONS ARE
INCLUDED IN THE CONTRACT SCOPE OF WORK. THE
CONTRACTOR SHALL INCLUDE COST OF THE WORK FOR THESE
SIMILAR CONDITIONS. FUTURE CLARIFICATION OF DETAILS
SHALL NOT BE THE BASIS OF ADDITIONAL COMPENSATION FOR
THE CONTRACTOR.
PRECAST CONCRETE NOTES:
1. THE PRECAST CONCRETE STRUCTURE SHALL BE DESIGNED,
FABRICATED, AND ERECTED BY A PCI CERTIFIED FABRICATOR
WHO SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR DESIGN, FABRICATION, AND ERECTION OF THE PRECAST
STRUCTURE.
2. THE CONTRACT DOCUMENTS REPRESENT PERFORMANCE
CRITERIA FOR THE PRECAST CONCRETE STRUCTURE.
ALTERNATE WIDTH "DOUBLE TEE'S" AND/OR WALL COLUMN
GEOMETRIES MAY BE PERMITTED WITH APPROVED
CALCULATIONS AND DESIGN, PROVIDED THE CAST-IN-PLACE
CONSTRUCTION ELEMENTS ARE NOT EFFECTED.
3. PRECAST CONCRETE STRUCTURE DETAILS SHOWN ON THE
DRAWING ARE…
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