W912QR24B0014_Plans-0002.pdf

PDF 8 MB Posted Sep 6, 2024

Attached to: Design/Bid/Build of the Logistics Readiness Complex at Grissom Air Reserve Base (GARB), Indiana
Solicitation number: W912QR24B0014
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Sep 6, 2024

This document appears to be plans and specifications for the Design/Bid/Build of the Logistics Readiness Complex at Grissom Air Reserve Base (GARB) in Indiana. The U.S. Army Corps of Engineers (USACE) Louisville District plans to issue an Invitation for Bids (IFB), Solicitation No. W912QR24B0014, for the fully designed construction of a new one-story, 33,000 SF Logistics Readiness Complex. The scope includes a drive-through corridor, climate-controlled mobility bag storage space, offices, meeting rooms, parking, site utilities, fencing, security gates, and relocation of communication lines. The project will comply with DoD Antiterrorism/Force Protection and energy requirements. It contains options for a Marshalling Lot, Cargo Lot, and Furniture/Fixtures/Equipment. Facilities will be designed as permanent construction in accordance with UFC 1-200-01. The document provides detailed plans, specifications, and design criteria for the foundation, structure, mechanical, electrical, and plumbing systems.

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File	Type	Posted
W912QR24B0014_Specs-0002.pdf	PDF	Sep 6, 2024
W912QR24B0014_Plans-0001.pdf	PDF	Aug 26, 2024
Amendment 0001.pdf	PDF	Aug 26, 2024
W912QR24B0014_Specs_Vol4-0000.pdf	PDF	Aug 9, 2024
W912QR24B0014_Specs_Vol3-0000.pdf	PDF	Aug 9, 2024
W912QR24B0014_Specs_Vol2-0000.pdf	PDF	Aug 9, 2024
W912QR24B0014_CID-0000.pdf	PDF	Aug 9, 2024
W912QR24B0014_Specs_Vol1-0000.pdf	PDF	Aug 9, 2024
W912QR24B0014_Plans -0000.pdf	PDF	Aug 9, 2024

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GENERAL SHEET NOTES

1. GRISSOM AIR RESERVE BASE PERIMETER AND AIRFIELD FENCE SHALL BE

KEPT SECURE AT ALL TIMES.

2. EXISTING FENCE AND PIVOT GATES ARE NOT TO BE REMOVED UNTIL NEW

FENCE IS COMPLETELY INSTALLED.

3. COORDINATE RE-USE OF SALVAGED PIVOT GATE WITH BCE.

4. INSTALL PROPOSED PIVOT GATE PER MANUFACTURER'S

RECOMMENDATIONS.

5. WHEN PROPOSED FENCE CROSSES A DRAINAGE CHANNEL REFERENCE

DETAIL H12 ON SHEET CS501.

LEGEND

PROPOSED FENCE

ASPHALT PAVEMENT, SEE DETAIL M15/CS500

LIMITS OF CONSTRUCTION

SHEET KEYNOTES

1. CONNECT TO EXISTING FENCE

2. 20' WIDE DOUBLE SWING GATE, SEE DETAIL A9/CS501

3. PROPOSED 6' CHAIN LINK FENCE WITH BARB WIRE, SEE DETAIL A16/CS501

4. EXISTING TREES TO REMAIN. PROTECT DURING CONSTRUCTION.

5. RE-INSTALL SALVAGED PIVOT GATE, KEYPAD, AND CONTROL CABINET AND

DETECTION LOOPS. COORDINATE WITH BCE. PROVIDE BOLLARDS IN

LOCATIONS TO MATCH EXISTING. SEE DETAIL J13/CS502.

6. UNDERGROUND ELECTRIC/ELECTRIC STRUCTURE TO PROPOSED GATE,

SEE ELECTRICAL SITE PLAN.

ESESESES

COMM PULLBOX

C O5"

" 10

C O

8" "8"

6" 6"

C O

8"8"8"

8" 8"

C O

6" 6"

6" 6"6"

6" 6"

6"6"6"6" 6"

6" 6"

GRASS

LIMITS OF CONSTRUCTION

O F

C O

R U

O N

O F

C O

R U

O N

BENCHMARK

ELEV: 800.64'

INSTALLATION PERIMETER FENCE

EXISTING AERIAL

PORT FACILITY

EXISTING

BUILDING 760

SOUTH ATTERBURY WAY SOUTH ATTERBURY WAY

N=1968389.3904 E=192195.8420

N=1968385.1133 E=192538.5375

N=1968382.5700 E=192836.3204

N=1968339.3522 E=192881.7880

N=1968502.4039 E=193046.1467

N=1968641.3291 E=192904.2656 N=1968969.4083

E=192938.1586

N=1969274.2913 E=192630.7246

N=1970058.3049 E=192636.8436

N=1970058.2997 E=192615.3900

N=1970101.0570 E=192615.3900

N E

PATCH AREAS DAMAGED BY

GATE AND ISLAND REMOVAL

WITH ASPHALT TO MATCH

EXISTING.

TYP

COMM PULLBOX

C O

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDC

C B

FM FM FM

FM FM FM FM FM FM FM FM FM FM FM FM FM

LIMITS OF CONSTRUCTION

EXISTING AERIAL

PORT FACILITY

SOUTH ATTERBURY WAY

W W W W

SD SD SD SD SD SD SD SD SD SD SD SD

SOUTH ATTERBURY WAY SOUTH ATTERBURY WAY

GENERAL SHEET NOTES

1. REFER TO SHEET C-001 FOR LEGEND

2. GRISSOM AIR RESERVE BASE PERIMETER AND AIRFIELD FENCE SHALL BE

KEPT SECURE AT ALL TIMES.

3. EXISTING FENCE AND PIVOT GATES ARE NOT TO BE REMOVED UNTIL NEW

FENCE IS COMPLETELY INSTALLED.

4. CONTRACTOR SHALL RESTORE TO PRE-CONSTRUCTION STATE ANY ITEMS

THAT ARE DAMAGED DURING CONSTRUCTION.

5. ALL BOLD ITEMS INDICATED ARE TO BE DEMOLISHED.

LEGEND

ASPHALT REMOVAL

CONCRETE/CURB AND GUTTER TO BE REMOVED

LIMITS OF CONSTRUCTION

SAWCUT

EXISTING FENCE TO BE REMOVED

SHEET KEYNOTES

1. EXISTING FENCE TO BE REMOVED.

2. REMOVE AND RELOCATE EXISTING PIVOT GATE, CARD READER, AND

CONTROL CABINET. GATE FOUNDATION TO REMAIN. PLUG AND ABANDON

EXISTING COMMUNICATIONS BANK.

3. EXISTING CONCRETE ISLAND TO BE REMOVED.

4. EXISTING BOLLARD TO BE REMOVED.

US Army Corps of Engineers®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

G R

M A

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N L

J R

. P

C E

E, K Y

S U

C S

C O

, B

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N O

GC102

C E

PLAN

NORTH

SCALE: 1" = 100'

FENCE SITE PLAN - BID OPTION 3A1

SCALE: 1" = 50'

FENCE DEMOLITION PLAN - BID OPTION 3H1

Q U

ARIMS: 200A Disposition: Maintain for 15 yrs after construction.

2Q R

Pl an s-

Logistics Readiness Complex Grissom Air Reserve Base

1. PROJECT'S APPLIED CODES & STANDARDS

UFC 1-200-01: DoD Building Code, with Change 1, 24 February 2023 UFC 3-520-01: Interior Electrical Systems, with Change 2, 6 October 2015 UFC 3-600-01: Design: Fire Protection Engineering for Facilities, with Change 6, 6 May 2021 UFC 4-010-01: DoD Minimum Antiterrorism Standards for Buildings, with Change 2, 30 July 2022 UFC 4-021-01: Design and O&M: Mass Notification Systems, with Change 1, January 2010 IBC 2021: International Building Code for fire resistance requirements, allowable floor area, building height limits, and building separation distance, except as modified by

UFC 3-600-01

NFPA 1, 2021: Fire Code, for determining vehicle access requirements

NFPA 101, 2021: Life Safety Code, for building egress and life safety except as modified in UFC 3-600-01

NFPA 10, 2022: Standard for Portable Fire Extinguishers NFPA 13, 2022: Standard for Installation of Sprinkler Systems, minimum requirements for design and installation of automatic fire sprinkler systems and exposure protection NFPA 20, 2022: Standard for Installation of Stationary Pumps for Fire Protection

NFPA 70, 2023: National Electrical Code (NEC) NFPA 72, 2022: National Fire Alarm and Signaling Code NFPA 80, 2022: Standard for Fire Doors and Other Opening Protectives NFPA 90A, 2018: Standard Installation of Air Conditioning & Ventilation Systems, for protection of openings, shafts, fire dampers, smoke dampers, penetrations and fan control

NFPA 170, 2021: Standard for Fire Safety and Emergency Symbols NFPA 291, 2019: Recommended Practice for Fire Flow Testing and Marking of Hydrants ABA, 2015: Architectural Barriers Act Standards, Accessibility Standards, as directed by DoD Policy Memo "Access for People with Disabilities" Louisville District Military Design Guide

1. BUILDING CODE REQUIREMENTS:

a. Occupancy Classification: Primary: Business (Group B); Offices Assembly (Group A-3); PAX Processing, PAX Holding Briefing, Conferences Rooms Storage (Group S-1); Mobility Bag Storage, CDF Drive Through, Weapons Vault

IBC Chapter 3

b. Construction Type: Type IIB - Non-combustible, non-rated IBC Chapter 6 Table 601

c. Mixed Use & Occupancy Separations Mixed Use, Non-separated. Occupancy separation not required.

UFC 3-600-01: 5-4, 5-5 & 4-42 1-hour fire resistance-rated separation is provided at the Mobility Bag Storage space (<60,000 SF) IBC Section 508

d. Area Limitations / Modifications: Single Story, Sprinkler Protected

UFC 3-600-01: 5-3 A-3

IBC Section 503, 506, 507 38,000 SF (Allowed)

34,000 SF (Approximate Provided)

e. Height Limitations: Sprinkler Protected IBC Section 503 A-3 Tables 504.3 & 504.4 75 ft / 3 stories (Allowed)

28 ft / 1 story (Provided)

f. Vertical Enclosures, Continuity, Protection: N/A - None in Single Story Building.

3-600-01: 3-3.1.1

NFPA 101: 7.1.3, 8.6

NFPA 90A: 4.3.1.2, 5.3.4

g. Opening Protectives & Thru-Penetrations 1-Hour Fire Barriers: 45-min rated doors on closers, positive latching. Firestop penetrations through fire barriers.

2-Hour Fire Barriers: 90-min rated doors on closers, positive latching. Firestop penetrations through fire barriers.

Smoke Partitions (Non-rated): Non-rated doors on closers, positive latching. Seal around penetrations through smoke partitions.

NFPA 101: 8.3 thru 8.6

NFPA 90A

NFPA 80

NFPA 13

h. Horizontal Separations: N/A - None required.

IBC: Table 508.4

i. Fire Resistive Requirements: For Type IIB:

IBC: Table 601 and Section 602 Primary Structural Frame - 0 hour rating

Exterior Bearing Walls - 0 hour rating Interior Bearing Walls - 0 hour rating Exterior Nonbearing partitions - 0 hour rating Interior Nonbearing partitions - 0 hour rating Floor Construction & Secondary Members - 0 hour rating Roof Construction & Secondary Members - 0 hour rating

j. Enclosure Protection:

NFPA 101: Specific Occupancy Chapters Mechanical room requires 1 hour or sprinklered - Sprinkler and smoke partition provided.

Janitor Closet requires 1 hour or sprinklered - Sprinkler and smoke partition provided

UFC 3-600-01; 4-46.2 Recycling room requires 1 hour and sprinklered

UFC 3-600-01; 4-48.5.2.2 Warehouse and storage area must be separated from offices and shops by a minimum of 1hr fire-fired construction.

NFPA 20, 4.14.1.1 Fire Pump requires 1 hour or 50 ft separation - 1 hour provided

k. Fire Protection System: Automatic wet pipe fire suppression system per UFC 3-600-01 and NFPA 13 UFC 3-600-01: Chapters 4 & 9 UFC 3-600-01: Appendix B Light Hazard (Corridors, Offices, PAX Holding/Briefing, PAX Processing, RR

Ordinary Hazard (Electrical, Fire Pump, Mechanical, small Storage spaces, Telecom, Weapons Clearing, Weapons Storage

The Weapons Clearing and Cleaning Room 123 will contain a parts washer (Inland Technology, IT-48WC) that will utilize a Class IIIA combustible liquid (Safety Kleen MIL-PRF-680, Type II) with a capacity of 45 gallons. There will be no additional storage of Class IIIA liquids in the room. Per UFC 3-600-01, NFPA 400 must be utilized to determine maximum allowable quantities(MAQ). NFPA 400, Table 5.2.1.1.3 for Use – Open Systems refers to See Note 1. Note 1 refers to Chapter 2 of NFPA 400 where the applicable referenced standard is required to be applied. The applicable standard for combustible liquids is NFPA 30, Flammable and Combustible Liquids Code. Since the Class IIIA combustible liquid is being used in an open system as well as being transferred in and out of the parts cleaner at various times, the applicable section of NFPA 30 is 18.5 for incidental operations. Per NFPA 30, Table 18.5.4, for open use, the Maximum Allowable Quantity (MAQ) of a Class IIIA liquid a building that is equipped throughout with an automatic sprinkler system is 160 gallons. The liquid capacity of the parts cleaner of 45 gallons is below the MAQ of 160 gallons.

UFC 3-600-01; 9-7, except as modified in Chapter 4 of UFC for specific facility types

Hazard, System Type, Ceiling Height, Design Density, Design Area, Inside Hose, Outside Hose, Total Hose, Duration Light, Wet Pipe, Less than 30 ft, 0.10 GPM/SF, 1500 SF, 0 GPM, 100 GPM, 100 GPM, 60 minutes Ordinary, Wet Pipe, Less than 30 ft, 0.20 GPM/SF, 2500 SF, 0 GPM, 250 GPM, 250 GPM, 60 minutes

UFC 3-600-01; 1-12.12, 9-7.3.1.2, 4-48 Room 121 Mobility Bag Storage Arrangement (Wet Pipe) – Multiple row, open racks, maximum storage height will be based on ceiling height of 25 feet as required by UFC 3-600-01, 4-48. ESFR sprinklers will be provided for, non-expanded, cartoned and exposed Group A Plastics with a design of the 12 most remote sprinklers flowing at minimum end-head pressure of 35 psi, minimum K16.8 pendent sprinkler. Hose stream demand is 250 gpm and the duration supply is 60 minutes.

NFPA 13 23.3

NFPA 13, Table 21.3.1 Room 121A Mobag Shelving Bin Box Storage Arrangement (Wet Pipe) – Shelf, Bin Box, maximum storage height based on ceiling height of 15 feet as required by UFC 3-600-01, 4-48. Control Mode Density/Area Sprinkler Criteria Protection of non-expanded, stable, exposed Group A Plastics (NFPA 13, Table 21.3.1), 0.45 gpm/SF (NFPA 13, Table 21.3.3(a)) over the enclosed area (277 sq.ft) encompassing the shelf, bin box storage utilizing a minimum K11.2 pendent sprinkler. Hose stream demand is 500 gpm and the duration supply is 90 minutes. Shelf, bin box storage will be separated from the multiple open rack storage area by a 2-hour fire resistant rated enclosure including wall and ceiling assemblies. A 90-minute fire resistant rated door with closure will be provided for the room.

NFPA 13, Table 21.3.3 Room 117 CDF Drive-Through Corridor Storage Arrangement (Dry Pipe) – Palletized and solid-piled storage, maximum storage height will be based on ceiling height of 15 feet as required by UFC 3-600-01, 4-48. Control Mode Density/Area Sprinkler Criteria Protection of non-expanded, unstable Group A Plastics, 0.3 gpm/SF over the design area of 2,438 sq.ft utilizing a minimum K11.2 pendent. Hose stream demand is 500 gpm and the duration supply is 90 minutes. Room 125 CDF Drive-Thru Corridor is an unconditioned space and will be protected by a dry pipe automatic sprinkler system with a nitrogen generator for system pressure maintenance.

UFC 3-600-01: Chapter 9-7.4 Coverage per sprinkler must be in accordance with NFPA 13, not exceeding 225 SF for light hazard, 130 SF for ordinary hazard, or 100SF for extra hazard. Extended coverage heads are not permitted.

NFPA 13

l. Available Water Supply Testing See Water Flow Test Results on Sheet FX001

UFC 3-600-01: 1-12.5, 9-6.4

NFPA 291

UFC 3-600-01: 9-2.2 Fire-Flow Analysis NFPA 1: Table 18.4.5.2.1 Occupancy Classification: Assembly / Business / Storage

Construction Type: Type IIB = Type II (000) Sprinkler System: Yes per NFPA 13 with Quick Response Sprinklers Number of Stories: 1 story Building Height: 28 ft (approx.)

Fire-Flow Calculation Area: 34,000 SF Tabular Fire-Flow: 4,000 GPM at 20 PSI Permitted Reductions: Yes, reduced by 75% since the building is protected by quick response sprinklers, but not less than 1,000 GPM

Reduced Tabular Fire-Flow: 1,000 GPM at 20 PSI Required Fire-Flow: 1,000 GPM at 20 PSI Fire-Flow Duration: 2 hours

m. Water Storage Tank Requirements N/A - None Required UFC 3-600-01: 1-12.4, Chapter 9-4

NFPA 22

n. Backflow Preventer & Testing Double check detector backflow assembly provided inside Fire Pump room, with direct access to exterior. Backflow test connection will be achieved from Fire Pump test header, provided at exterior wall of building.NFPA 13: 8.16.4.6.1

UFC 3-600-01; 9-6.3.5, 9-6.6

o. Fire Pump(s) A fire pump will be required for this site. An emergency generator will be provided on site, and will provide backup power for the fire pump. The fire pump will be rated at 1,000 GPM and 70 PSI. The fire pump will be located inside the building within the fire pump room, with direct access to the exterior.

UFC 3-600-01: Chapter 9-5

NFPA 20

UFC 3-600-01: 9-5.1.4

2. LIFE SAFETY REQUIREMENTS:

a. Classification of Occupancy: Assembly (> 50 person), Business, Storage NFPA 101: Ch. 6

b. Occupant Load: Total Occupant Load: 572 persons NFPA 101: 7.3.1.2 & Chapters 12-42 Refer to GI101 for additional information

UFC 3-600-01: 10-3.1

c. Capacity of Means of Egress: Doors: 33 inches clear width - 165 person capacity (0.2 inches/person) 66 inches clear width - 330 person capacity (0.2 inches/person)NFPA 101: 7.3.3 & Chapters 12-42

d. Number of Exits: Required: Not less than 3 exits, for an occupant load between 500 and 1,000 persons NFPA 101: 7.4 & Chapters 12-42 Provided: 12 exits

e. Arrangement of Means of Egress In a sprinkler protected building, where two exits are required, they are required to be separated by a distance not less than one-third of the length of the maximum overall diagonal dimension of the building or area to be served measured in a straight line between exits.

NFPA 101: 7.5 & Chapters 12-42

Building - Overall Diagonal: 269 ft, Exit Separation Required: 90 ft, Exit Separation Provided: 112 ft PAX Processing - Overall Diagonal: 82 ft, Exit Separation Required: 27 ft, Exit Separation Provided: 38 ft Mobility Bag Storage - Overall Diagonal: 118 ft, Exit Separation Required: 39 ft, Exit Separation Provided: 80 ft

f. Accessible Means of Egress Building is 1-story. Means of egress is accessible at each exit.

NFPA 101: 7.5.4

g. Travel Distance to Exits: See Life Safety Plans for details NFPA 101: 7.6 & Chapters 12-42 Assembly (> 50 person) - Travel Distance: 250 ft, Common Path of Travel: 20 ft, Dead End Corridor: 20 ft

Assembly (< 50 person) - Travel Distance: 250 ft, Common Path of Travel: 75 ft, Dead End Corridor: 20 ft Business - Travel Distance: 300 ft, Common Path of Travel: 100 ft, Dead End Corridor: 50 ft Storage - Travel Distance: 400 ft, Common Path of Travel: 100 ft, Dead End Corridor: 100 ft

h. Illumination of Means of Egress: Required: per NFPA 101 and UFC 3-600-01.

NFPA 101: 7.8 & Chapters 12-42 Provided: Lighting for Means of Egress, New Emergency Lighting, and New Exit Signs. Refer to electrical lighting drawings for additional information.

i. Emergency Lighting: Required: per NFPA 101 and UFC 3-600-01.

NFPA 101: 7.9 & Chapters 12-42 Provided: Emergency lighting for a minimum of 90 minutes throughout the building, Emergency lighting at exit discharge. Refer to electrical lighting drawings for additional information.

j. Marking of Means of Egress: Required: per NFPA 101 and UFC 3-600-01 NFPA 101: 7.10 & Chapters 12-42 Provided: Illuminated LED exit signage at exit doors. Refer to electrical lighting drawings for additional information.

k. Interior Finish Classification Limits: Component: Interior Finish / Floor Finish NFPA 101: Table A.10.2.2 Exits: Assembly - A or B / I or II, Business - A or B / I or II, Storage - A or B / I or II

Exit Access Corridors: Assembly - A or B / I or II, Business - A or B / I or II, Storage - A, B, or C / I or II Other Spaces: Assembly - A, B, or C / N/A, Business - A, B, or C / N/A, Storage - A, B, or C / N/A

l. Detection, Alarm, & Communications: Required: Combined Fire Alarm and Mass Notification System per NFPA 72, UFC 3-600-01, and UFC 4-021-01 UFC 3-600-01: Chapter 9-18 Provided: Addressable, Class B, voice, combined fire alarm and mass notification system NFPA 101: 9.6 & Chapters 12-42

m. Portable Fire Extinguishers: Required: Portable Fire Extinguishers are required per NFPA 10 and UFC 3-600-01 UFC 3-600-01, 9-17 Provided: Fire Extinguishers based distances shown in NFPA 10, refer to Life Safety Plan for additional information.

NFPA 10

n. Corridors: Corridors are not required to be fire resistance rated for Assembly or Business occupancies NFPA 101: Chapters 12-42

o. Fire Dampers: Fire dampers are provide for ducts and or tranfer openings serving the MOBAG Shelving room.

NFPA 90A: 5.3.1, 5.4.1 & 5.4.2

p. Smoke Dampers: Smoke dampers are not required. The HVAC system is fully ducted. The building is equipped throughout with an automatic sprinkler system, and equipped with quick response sprinklers.IBC: Section 717.5

NFPA 90A: 4.3.10.2, 5.3.5.1

q. Duct Smoke Detectors Duct smoke detection will be provided for systems having a supply over 2,000 cfm

NFPA 90A: 6.4.2.1

r. Elevators N/A - None required, elevator not provided

UFC 3-600-01: 4-13

IBC Chapter 30

ASME A17.1

NFPA 13

UFC 3-490-06: 3-3.1

s. Roof Access: N/A - Roof access not required for single story building

UFC 3-600-01: 10-4

IBC Chapter 1011.12

t. Hazardous Locations in Commercial Garages N/A - Building is not a commercial garage NFPA 70: NEC Articles 500 & 511

u. Fire Dept. Vehicle Access All weather ground access provided from paved road surfaces on all sides of the building

UFC 3-600-01: 9-1

NFPA 1: 18.2.3.4.1

v. Fire Hydrant Installation New fire hydrants will be provided to maintain all parts of the building to be within 350 feet of a hydrant UFC 3-600-01: 9-3.5 One fire hydrant will be within 150 feet of the fire department connection

w. Kitchen Cooking Exhaust Equipment N/A - No cooking equipment provided NFPA 101: 9.2.3, Chapters 12-42

NFPA 96

4. MASS NOTIFICATION:

UFC 4-021-01 Combined Fire Alarm and Mass Notification System, voice system. Use white/clear strobe marked "ALERT".

Scrolling text sign showing "EVACUATE" and the message when the fire alarm is activated or "ANNOUNCEMENT" and the message when the mass notification is activated. Local operating consoles (LOC) at maximum of 200 feet of travel.

ECB 2018-17

5. ACCESSIBILITY REQUIREMENTS:

ABA Chapters 1-10 Facility shall be completely accessible in accordance with ABA.

Fire alarm and mass notification shall be in accordance with ABA.

MOBAG Shelving/Bin Box Storage Room 2- hour fire resistant walls and ceiling with 90-minute fire resistant rated door.

NFPA 30, 2024: Flammable and Combustible Liquids code

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

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M A

M M

Ap pr ov er

S R

S C

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C D

F D

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H C

N G

G H

T C

ARIMS: 200A Disposition: Maintain for 15 yrs after construction.

2Q R

Pl an s-

DITCH DITCH

DITCH

ASPHALT

GRAVEL GRAVEL

CONC.

ITC

DITCHDITCH

IP-R

ASPHALT

SOUTH ATTERBURY WAY

ASPHALT

DITCH

G R

ASS

GRASS

C B

LIMITS OF CONSTRUCTION

INSTALLATION PERIMETER FENCE

' U

N O

U C

C E

N D

R40'R25' R40'R40'

R25' R25'

R40'

DETENTION BASIN

TYP

26'

22'

42.6'

LOGISTICS

READINESS

CENTER

N=1969427.37 E=192509.96

N=1969430.80 E=192270.90

19 19

CURB AND GUTTER SHALL NOT BE

CONSTRUCTED ALONG SOUTH SIDE OF

THE SOUTH ACCESS DRIVE IF CARGO LOT

(BID OPTION 2) IS CONSTRUCTED. SEE

SHEET CS104.

22'

3.7'

TYP

GENERAL SHEET NOTES

1. REFER TO SHEET C-001 FOR LEGEND

2. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS FROM ALL AGENCIES

THAT APPLY TO THE PROJECT PRIOR TO BEGINNING CONSTRUCTION.

3. ALL RADII ARE 3' UNLESS OTHERWISE NOTED.

4. ALL RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.

5. THE EXISTING ASPHALT EDGE SHALL BE PROPERLY SEALED WITH TACK

COAT PRIOR TO PROPOSED PAVING IN ALL AREAS WHERE EXISTING

ASPHALT PAVEMENT MEETS PROPOSED ASPHALT PAVEMENT.

SHEET KEYNOTES

1. CONCRETE SIDEWALK, SEE DETAIL H2/CS500.

2. DUMPSTER PAD AND RECYCLING PAD, SEE DETAIL A8/CS500 AND K2/CJ102.

3. MECHANICAL & ELECTRICAL EQUIPMENT PAD, SEE DETAIL A8/CS500,

K2/CJ102AND MEP PLANS FOR ADDITIONAL INFORMATION.

4. PAINT 4" WIDE STRIPE, WHITE PAINT TYP.

5. ACCESSIBLE PARKING STALL, SEE DETAIL A2/CS502.

6. ACCESSIBLE PARKING SIGN, SEE DETAIL G2/CS502.

7. BOLLARD, SEE DETAIL J15/CS502. LOCATIONS ARE SHOWN FOR

REFERENCE. SEE A-101 FOR ADDITIONAL INFORMATION.

8. TIE INTO EXISTING PARKING AT AERIAL PORT FACILITY.

9. DETENTION BASIN, SEE DETAIL D14/CG500.

10. ROLL CURB AND GUTTER, SEE DETAIL D2/CS500.

11. SINGLE POST "GOV ONLY" SIGN, SEE DETAIL A17/CS502.

12. TWO POST SIGN INDICATING "LRS COMPLEX", SEE DETAIL H3/CS501.

13. CURB RAMP, SEE DETAIL F15/CS502.

14. CROSSWALK, SEE DETAIL M9/CS502.

15. MATCH EXISTING CONCRETE ROLL CURB.

16. DIRECTIONAL ARROW, WHITE PAINT TYPICAL.

17. STOP SIGN, SEE DETAIL A14/CS502.

18. SANITARY LIFT STATION, SEE UTILITY PLANS FOR ADDITIONAL

INFORMATION.

19. CURB CUT, SEE DETAIL A3/CS500.

20. PAINT 4" WIDE STRIPE 2' O.C. @ 45° ANGLE, WHITE PAINT TYPICAL.

21. 3' WIDE PEDESTRIAN GATE, SEE DETAIL A3/CS501. GATE SHALL ONLY BE

INSTALLED IF FENCE IS NOT REMOVED AS PART OF BID OPTION 3. BASE

AND PERIMETER SHALL REMAIN SECURE AT ALL TIMES.

22. TRANSITION CURB AND GUTTER FROM 5" TO 0" IN 2 LINEAR FEET.

23. ACCESSIBLE PARKING SIGN WITH VAN ACCESSIBLE SIGNAGE, SEE DETAIL

G2/CS502.

24. "DO NOT ENTER" SIGN, SEE DETAIL A17/CS502

25. LIGHTPOLE, SEE ELECTRICAL PLANS.

26. SIDEWALK AT BUILDING ENTRANCE, SEE DETAIL D15/CS500.

27. 12' WIDE, 6" THICK, #57 STONE FOR ACCESS TO LIFT STATION.

28. PROPOSED DRIVE CONNECTION, SEE ASPHALT KEY DETAIL A15/CS500.

29. WHEEL STOP, SEE DETAIL A4/CS503.

LEGEND

PROPOSED HEAVY-DUTY CONCRETE PAVEMENT, SEE DETAIL

M8/CS500

PROPOSED ASPHALT PAVEMENT, SEE DETAIL M15/CS500.

GRAVEL

LIMITS OF CONSTRUCTION

INSTALLATION PERIMETER FENCE

CS101 CS102

CS103

CS104

US Army Corps of Engineers®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

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CS101

PLAN

NORTH

C H

E A1

/C S1

SCALE: 1" = 20'

SITE PLAN - BASE BIDA1

MAPKEY

Q U

B O

D L

O C

N S

ARIMS: 200A Disposition: Maintain for 15 yrs after construction.

2Q R

Pl an s-

COMM PULLBOX

C O

DITCH DITCH DITCH

GRAVEL

ASPHALT

GRASS

ASPHALT

CONC.

SOUTH ATTERBURY WAY

ASPHALT

DITCH

ASPHALT

C B

INSTALLATION PERIMETER FENCE

33' UNOBSTRUCTED SPACE AND STANDOFF

LOGISTICS

READINESS

CENTER

33' UNOBSTRUCTED SPACE AND STANDOFF

R15'R15'

R15'

R50'R25'

R15'

R15' R15' R15'

R50'

TYP.

9' 9'

18.5'

DETENTION BASIN

14' 26'

12'

10'

' 9' 16' 12

32' 15'

N=1969922.75 E=192274.83

19 19

TYP

5' TY

8.3'

TYP

3.7'

R5'

26'

TYP

GENERAL SHEET NOTES

1. REFER TO SHEET C-001 FOR LEGEND

2. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS FROM ALL AGENCIES

THAT APPLY TO THE PROJECT PRIOR TO BEGINNING CONSTRUCTION.

3. ALL RADII ARE 3' UNLESS OTHERWISE NOTED.

4. ALL RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.

5. THE EXISTING ASPHALT EDGE SHALL BE PROPERLY SEALED WITH TACK

COAT PRIOR TO PROPOSED PAVING IN ALL AREAS WHERE EXISTING

ASPHALT PAVEMENT MEETS PROPOSED ASPHALT PAVEMENT.

SHEET KEYNOTES

1. CONCRETE SIDEWALK, SEE DETAIL H2/CS500.

2. DUMPSTER PAD AND RECYCLING PAD, SEE DETAIL A8/CS500 AND K2/CJ102.

3. MECHANICAL & ELECTRICAL EQUIPMENT PAD, SEE DETAIL A8/CS500,

K2/CJ102AND MEP PLANS FOR ADDITIONAL INFORMATION.

4. PAINT 4" WIDE STRIPE, WHITE PAINT TYP.

5. ACCESSIBLE PARKING STALL, SEE DETAIL A2/CS502.

6. ACCESSIBLE PARKING SIGN, SEE DETAIL G2/CS502.

7. BOLLARD, SEE DETAIL J15/CS502. LOCATIONS ARE SHOWN FOR

REFERENCE. SEE A-101 FOR ADDITIONAL INFORMATION.

8. TIE INTO EXISTING PARKING AT AERIAL PORT FACILITY.

9. DETENTION BASIN, SEE DETAIL D14/CG500.

10. ROLL CURB AND GUTTER, SEE DETAIL D2/CS500.

11. SINGLE POST "GOV ONLY" SIGN, SEE DETAIL A17/CS502.

12. TWO POST SIGN INDICATING "LRS COMPLEX", SEE DETAIL H3/CS501.

13. CURB RAMP, SEE DETAIL F15/CS502.

14. CROSSWALK, SEE DETAIL M9/CS502.

15. MATCH EXISTING CONCRETE ROLL CURB.

16. DIRECTIONAL ARROW, WHITE PAINT TYPICAL.

17. STOP SIGN, SEE DETAIL A14/CS502.

18. SANITARY LIFT STATION, SEE UTILITY PLANS FOR ADDITIONAL

INFORMATION.

19. CURB CUT, SEE DETAIL A3/CS500.

20. PAINT 4" WIDE STRIPE 2' O.C. @ 45° ANGLE, WHITE PAINT TYPICAL.

21. 3' WIDE PEDESTRIAN GATE, SEE DETAIL A3/CS501. GATE SHALL ONLY BE

INSTALLED IF FENCE IS NOT REMOVED AS PART OF BID OPTION 3. BASE

AND PERIMETER SHALL REMAIN SECURE AT ALL TIMES.

22. TRANSITION CURB AND GUTTER FROM 5" TO 0" IN 2 LINEAR FEET.

23. ACCESSIBLE PARKING SIGN WITH VAN ACCESSIBLE SIGNAGE, SEE DETAIL

G2/CS502.

24. "DO NOT ENTER" SIGN, SEE DETAIL A17/CS502

25. LIGHTPOLE, SEE ELECTRICAL PLANS.

26. SIDEWALK AT BUILDING ENTRANCE, SEE DETAIL D15/CS500.

27. 12' WIDE, 6" THICK, #57 STONE FOR ACCESS TO LIFT STATION.

28. PROPOSED DRIVE CONNECTION, SEE ASPHALT KEY DETAIL A15/CS500.

29. WHEEL STOP, SEE DETAIL A4/CS503.

LEGEND

PROPOSED HEAVY-DUTY CONCRETE PAVEMENT, SEE DETAIL

M8/CS500

PROPOSED ASPHALT PAVEMENT, SEE DETAIL M15/CS500.

GRAVEL

LIMITS OF CONSTRUCTION

INSTALLATION PERIMETER FENCE

CS101 CS102

CS103

CS104

US Army Corps of Engineers®

SHEET ID

U S

Y C

O R

D R

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D B

C H

D B

E D

C O

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C O

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R . K

N O

CS102

PLAN

NORTH

SCALE: 1" = 20'

SITE PLAN - BASE BIDA1

C H

A1 /C

MAPKEY

Q U

G S

N G

ARIMS: 200A Disposition: Maintain for 15 yrs after construction.

2Q R

Pl an s-

US Army Corps of Engineers®

SHEET ID

U S

Y C

O R

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D B

C H

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E D

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CS500

HAND TOOLED

4" RADIUS ALL

EDGES (TYP)

4" PCC CONCRETE 4000 PSI

SECTION

1/2" DOWEL

(TYP)

NOTES:

ALL SIDEWALKS SHALL HAVE A 1-2% CROSS SLOPE AND MAXIMUM 5%

RUNNING SLOPE IN THE DIRECTION OF TRAVEL ALONG THE ADA

ACCESSIBLE PATH. COORDINATE WITH CONTRACTING OFFICER PRIOR TO

SIDEWALK CONSTRUCTION IF THERE IS ANY DISCREPANCY BETWEEN

THIS REQUIREMENT AND THE GRADING PLAN/SPOT GRADES.

INSTALL #4x18" LONG SMOOTH DOWEL BAR, GREASED, DRILLED 6"

MINIMUM INTO EXISTING CONCRETE AT 24" O.C. MAXIMUM SPACING

WHERE SIDEWALK ADJOINS PROPOSED CURB, BUILDING, RETAINING

WALL, OR EXISTING SIDEWALK.

INSTALL EXPANSION JOINTS AT CONNECTION TO BUILDING FOUNDATIONS,

SIDEWALKS, OR CURB & GUTTERS AND EXISTING SIDEWALKS OR CURB

AND GUTTERS.

CONCRETE SIDEWALK SHALL BE ±1" HIGHER THAN ADJACENT TURF.

INSTALL CONTRACTION AND EXPANSION JOINTS PER SPECIFICATIONS.

PER PLAN

EX. SIDEWALK

NOTES:

1. SUBGRADE SHALL BE PROOF ROLLED AND TESTED BY

GEOTECHNICAL ENGINEER PRIOR TO PAVEMENT CONSTRUCTION

4" INDOT #53 COMPACTED

AGGREGATE BASE

NOTES:

1. SUBGRADE SHALL BE PROOF ROLLED AND TESTED BY GEOTECHNICAL

ENGINEER PRIOR TO PAVEMENT CONSTRUCTION.

2. CONCRETE PAVEMENT JOINTING SHALL BE PER PROJECT SPECIFICATIONS.

4" RADIUS

PCC PAVEMENT

SAW CUT JOINT (DEPTH = d4)

4" MAXIMUM

1/4" MAX

IN HEAVY DUTY CONCRETE PAVEMENT

PROVIDE JOINT SEALANT FLUSH WITH

CONCRETE. COLOR SHALL MATCH

CONCRETE.

SEE JOINT SEALANT

DETAIL A13 ON CS503

1/4" HAND TOOLED

RADIUS (TYP)

PCC PAVEMENT

3/4"

8" PCC CONCRETE 4000 PSI

NOT TO SCALE

CONCRETE SIDEWALKH2

NOT TO SCALE

EXPANSION JOINT (EJ)H9

NOT TO SCALE

CONTROL JOINT (CJ)K9

NOT TO SCALE

HEAVY DUTY CONCRETE PAVEMENTM8

4" INDOT # 53 COMPACTED

AGGREGATE BASE UFGS 32 11 23

NOT TO SCALE

ASPHALT PAVEMENT

2.0" ASPHALT SURFACE COURSE

3.0" ASPHALT BASE COURSE

9" INDOT #53 COMPACTED AGGREGATE

BASE UFGS 32 11 23

12" COMPACTED SUBGRADE. COMPACT IN 6" LIFTS

TO 95% MAX DRY DENSITY (ASTM D1557).

HAND TOOLED

4" RADIUS ALL

EDGES (TYP)

8" PCC CONCRETE 4000 PSI

SECTION

NOTES:

INSTALL 1/2"x18" LONG SMOOTH DOWEL BAR, GREASED, DRILLED 6" MINIMUM INTO

EXISTING CONCRETE AT 24" O.C. MAXIMUM SPACING WHERE PAD ADJOINS PROPOSED

CURB, BUILDING, RETAINING WALL, OR EXISTING SIDEWALK.

INSTALL EXPANSION JOINTS AT CONNECTION TO BUILDING FOUNDATIONS, SIDEWALKS,

OR CURB & GUTTERS AND EXISTING SIDEWALKS OR CURB AND GUTTERS.

INSTALL CONTRACTION AND EXPANSION JOINTS PER SPECIFICATIONS.

PER PLAN

NOT TO SCALE

DUMPSTER / EQUIPMENT PADA8

1/2" REBAR @ 12" O.C.

EACH WAY

PLACE REBAR MID SLAB

R4"

R13"

SLOPE TO MATCH

EXISTING PAVEMENT

NOTES:

GUTTER SLOPE SHALL MATCH ADJACENT PAVEMENT SLOPE

NOT TO SCALE

ROLLED CURB AND GUTTERD2

PCC CONCRETE

4000 PSI

M15

NOTES:

1. REMOVE 2" DEPTH +/- EXISTING ASPHALT AND

REPLACE WITH 2" NEW ASPHALT SURFACE.

NOT TO SCALE

ASPHALT EDGE KEYA15

TOP OF CURB

4'4'

GUTTER FLOW LINE TRANSITION CURB

FROM FULL HEIGHT

TO 0" OVER 4 LINEAR

FOOT

NOT TO SCALE

CURB CUTA3

C U

R B

G H

6" COMPACTED SUBGRADE.

COMPACT TO 95% MAX DRY

DENSITY (ASTM D1557).

6" INDOT #53 COMPACTED SUBGRADE.

COMPACT TO 95% MAX DRY DENSITY

(ASTM D1557).

12" COMPACTED SUBGRADE. COMPACT IN 6" LIFTS

TO 95% MAX DRY DENSITY (ASTM D1557).

1' - 4"

ON DISTURBED SUBGRADE

4" OF INDOT #53

COMPACTED AGGREGATE

BASE SHALL BE COMPACTED

BENEATH THE CURB &

GUTTER

SAWCUT WHEN ADJACENT TO

EXISTING PAVEMENT

1-1/2"

12"

PAVEMENT

(SEE PAVEMENT DETAIL)

T/2

NOTES:

12"

24"

CONCRETE

NOT TO SCALE

DEPRESSED CURB AND GUTTERH15

NOT TO SCALE

THICKENED CONCRETE PAVEMENT EDGE (TE)E8

6" INDOT # 8 DRAINAGE LAYER

UFGS 32 11 23

6" COMPACTED SUBGRADE.

COMPACT TO 95% MAX DRY

DENSITY (ASTM D1557).

TACK COAT

UFGS 32 12 13

3' MIN THICKENED EDGE

12" COMPACTED SUBGRADE

COMPACT TO 95% MAX DRY

DENSITY (ASTM D1557)

" M

EXPANSION

JOINT

PROPOSED CONCRETE

SIDEWALK

DRILL AND EPOXY ANCHOR #4 SMOOTH

DOWEL BAR AS SHOWN @ 18" OC.

4" COMPACTED

INDOT #53 AGGREGATE BASE

NOTE:

PLACE FROST WALL AT THE FIRST JOINT

AWAY FROM THE BUILDING ENTRANCE. THE

JOINT (AND FROST WALL) SHALL BE

LOCATED BEYOND THE DOOR SWEEP

RADIUS. THE FROST WALL SHALL PARALLEL

THE BUILDING ENTRANCE, AND RUN THE

ENTIRE WIDTH OF THE SIDEWALK.

G F

O U

N D

EXPANSION

JOINT4" CONCRETE

(4000 PSI)

6"x6" W1.4xW1.4 WWF

SEE

NOTE

NOT TO SCALE

SIDEWALK AT BUILDING ENTRANCED15

NOTES:

1. CONCRETE JOINTS

ARE TO BE SAWED

WITHIN 24 HOURS OF

PLACEMENT.

2. SEE JOINT SEALANT

DETAIL A13/CS503

5' MIN

PAVE MILLED EDGE KEY WITH

SURFACE COURSE PLACEMENT

EDGE OF EXISTING PAVEMENT TO BE

SAWCUT (FULL-DEPTH)

NEW ASPHALT PAVEMENT SECTION

TACK COAT

EXISTING ASPHALT PAVEMENT

SAWCUT 2" DEPTH AND MILL

EXISTING PAVEMENT

NO. 5 DEFORMED STEEL TIE

BARS 2'-6" LONG AND SPACED

2'-6" ON CENTERS. USED

ONLY IN JOINTS 15 FEET OR

LESS FROM FREE EDGES OF

PAVED AREAS GREATER THAN

100 FEET IN WIDTH.

6" INDOT # 8 DRAINAGE LAYER

UFGS 32 11 23.23

6" INDOT #8 DRAINAGE LAYER UFGS 32 11 23.23

Q U

J O

ARIMS: 200A Disposition: Maintain for 15 yrs after construction.

2Q R

Pl an s-

SHEET ID

U S

Y C

O R

D R

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E D

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CS502

ACCESSIBLE PARKING

PAVEMENT SYMBOL. CENTER

IN SPACE.

NOTES:

1. THE INFORMATION AND DIMENSIONS PROVIDED ON THE SITE PLAN SHALL APPLY

UNLESS OTHERWISE NOTED.

PEDESTRIAN ROUTE

STRIPE (TYP.)

PARKING

NO 12

ACCESSIBLE PARKING SIGN

PER LOCAL REQ'S.

5'-0" MIN AT STANDARD PARKING

SPACE. 8'-0" MIN AT VAN ACCESSIBLE

PARKING SPACE

8'-0" MIN

WITHIN THE LOADING AND

UNLOADING ACCESS AISLE, PAINT

THE WORDS "NO PARKING" IN 12"

HIGH MIN WHITE LETTERS.

PAINT 4" WIDE WHITE

STRIPING TYP.

2% SLOPE MAX. IN ANY

DIRECTION (TYP.)

PAINT 4" WIDE WHITE STRIPING

AT 36" O.C. 45 DEGREE ANGLE TO

TRAFFIC.

45°

ACCESSIBLE PARKING SPACE STRIPING

NOT TO SCALE

VAN

PARKING

RESERVED

ACCESSIBLE

ACCESSIBLE PARKING

SIGNAGE

TYPICAL VAN ACCESSIBLE PARKING

SPACE SIGNAGE, IF REQUIRED.

TOP OF CURB OR PAVEMENT

CONCRETE BASE

N O

4' -0

1'-6"

DIA.

NOTES:

1. BOLLARD NOT REQUIRED IF ACCESSIBLE SIGNAGE IS LOCATED IN GRASS AND OVER THREE (3)

FEET BEYOND THE BACK OF CURB.

2. FOR NON-VAN ACCESSIBLE PARKING SIGNAGE, ALIGN TOP OF THE SIGN WITH VAN ACCESSIBLE

PARKING.

3. SIGNS LOCATED WITHIN A CIRCULATION PATH SHALL BE A MINIMUM OF 80 INCHES ABOVE THE

FINISH FLOOR OR GROUND SURFACE MEASURED TO THE BOTTOM OF THE SIGN.

18"

TOOL EDGE

1/2"EXPANSION JOINT FILLER

MIN

NOT TO SCALE

ACCESSIBLE PARKING PAVEMENT SYMBOL DETAIL

4" (TYP.)

11"

40° 4"

4" 7"

3" 18

NOTES:

1. SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL. SYMBOLS ARE

REQUIRED TO CONTRAST WITH BACKGROUND. (COLOR NO. 105090 IN FEDERAL

STANDARDS 595a) DOUBLE COAT. (TYP.)

2. DETAIL PER MUTCD "INTERNATIONAL SYMBOL OF ACCESSIBILITY"

ACCESSIBLE PARKING SIGN

NOT TO SCALE

RAMP TEXTURE - TRUNCATED DOMES

6"-8"

0.9"

0.4"

CURB LINE

24"

0.2"

FULL WIDTH OF SIDEWALK

2.35" TYP

EACH WAY

NOTES:

1. TRUNCATED DOMES SHALL BE COLORED BRIGHT RED OR TO BASE STANDARDS. SURFACE APPLIED

TEMPLATES OR FORMS THAT ARE REMOVED ARE NOT ACCEPTABLE.

2. DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF TRAVEL TO PERMIT

WHEELS TO ROLL BETWEEN DOMES.

3. THERE SHALL BE A MINIMUM OF 70 PERCENT CONTRAST IN LIGHT REFLECTANCE BETWEEN THE

DETECTABLE WARNING AND AN ADJOINING SURFACE.

TYPICAL DOME SECTION

TYPICAL DOME LAYOUT

NOT TO SCALEA8A2

G2 G7

" M

INCONCRETE FOOTING

18" MIN. DIA

1" DOMED CONCRETE

BOLLARDS TO BE COVERED WITH

PLASTIC COVER. BROWN WITH (2) BANDS

OF WHITE REFLECTIVE TAPE

6" DIA. (MIN) STEEL PIPE FILLED

WITH CONCRETE

FINISH GRADE

BOLLARD

NOT TO SCALEJ15

PROVIDE PREFORMED

EXPANSION JOINT MATERIAL

AND SEALANT PER

EXPANSION JOINT DETAIL -

H9 ON CS500

BOLLARDS SHALL BE LOCATED

NO LESS THAN 3' FROM THE

PROTECTED OBJECT

12' W/O CURB

2' W/ CURB

E O

7' 4'

TYPICAL STOP SIGN

BOLT TO ROUND

POST PAINTED BROWN

R1-1

NOT TO SCALE

STOP SIGN

NOTES:

1. STOP SIGNS SHALL BE INSTALLED PER

MUTCD 26 JAN 2011 REQUIREMENTS.

2. VERIFY SIGN AND HEIGHT WITH BASE

CIVIL ENGINEER PRIOR TO INSTALLATION.

7' -0

G R

3' -0

INSTALL POST IN

GROUND 36" BEHIND

BACK OF CURB

REFER TO SITE PLANS

FOR SIGN TYPE.ATTACH EACH

SIGN WITH

CORROSION

RESISTANT

BOLTS

TRAFFIC SIGN

NOT TO SCALE

NOTES:

1. ALL SIGNS SHALL BE LOCATED

SUCH THAT NO PORTION OF THE

SIGN OVERHANGS A SIDEWALK

OR DRIVEWAY.

2. VERIFY SIGN AND HEIGHT

WITH BASE CIVIL ENGINEER

PRIOR TO INSTALLATION.

A14 A17

ROUND POST PAINTED

BROWN WITH POST CAP

WITH POST CAP

0" CURB

(TYP)

FULL HEIGHT

CURB (TYP)

E 1:

MIN.

ACCESS RAMP CONSTRUCTION NOTES:

1. THE SURFACE OF THE RAMP SHALL HAVE A

TRANSVERSE BROOMED SLIP-RESISTANT SURFACE

TEXTURE ROUGHER THAN THE SURROUNDING

SIDEWALK.

2. RAMP CONSTRUCTION SHALL COMPLY WITH ALL

FEDERAL, STATE AND LOCAL CODES AND

REGULATIONS.

3. MAXIMUM SLOPE OF GUTTER IN ANY DIRECTION

SHALL BE 2% AT BASE OF CURB RAMP.

4. PROVIDE 4' LANDING WITH MAXIMUM 2% SLOPE IN

ANY DIRECTION AT THE TOP OF CURB RAMPS.

5. PER ADAAG, A CURB RAMP CAN HAVE A MAXIMUM

RUNNING SLOPE OF 12:1 (OR 1" PER FOOT) FOR A

MAXIMUM VERTICAL RISE OF 6". CONTRACTOR TO

ENSURE VERTICAL RISE OF RAMP DOES NOT

EXCEED 6".

TRUNCATED DOMES

(A8/CS502)

NOT TO SCALE

CURB RAMPF15

TRANSITION CURB AND

GUTTER FROM FULL HEIGHT

TO 0" IN 2 LINEAR FEET

FINISH PER NOTE 1

0" CURB

Q U

D C

R O

ARIMS: 200A Disposition: Maintain for 15 yrs after construction.

2Q R

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U S

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D R

B Y:

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E D

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CS503

TUBULAR BARRIER GATE

NOT TO SCALEG8

24" DIA CONCRETE FOOTING

2"x1/8" WALL ROUND

STEEL TUBE, TYP

2"Øx1/2" WALL ROUND TUBE STEEL

NOTES:

1. ALL EXPOSED STEEL SHALL BE FINISHED WITH TWO COATS

OF SEMIGLOSS, EXTERIOR ACRYLIC-ENAMEL OVER ONE

COAT OF A RUST INHIBITIVE PRIMER. PRIMER IS NOT

REQUIRED ON SHOP PRIMED ITEMS. COLOR OF FINISH

COATS TO BE APPROVED BY THE CONTRACTING OFFICER.

2. ALL JOINTS SHALL BE CONTINUOUSLY WELDED, WITH A

SMOOTH FINISH TO ALL GUARD AND HAND RAIL SURFACES.

3. ALL STEEL SHALL BE SCHEDULE 60 STEEL, TYPE S, GRADE B.

4. ALL MATERIAL TO BE GALVANIZED

" 30

20'

20' 6"x6"x3/8" WALL SQUARE TUBE STEEL, CONCRETE FILLED

SEE LATCH DETAIL

8"6" 1"

LOCKING PLATE

1/2" PLATE STEEL

3/4"Ø HOLE

1/2"

2"Ø STEEL TUBE

10"

3/4" OPENING

4" OPENING

LOCKING PLATE

1/4" PLATE STEEL

FRONT VIEW

TOP VIEW

2"Øx1/2" WALL ROUND TUBE

STEEL

FRONT VIEWSIDE VIEWTOP VIEW

TOP VIEW

SIDE VIEW

3" 3"

3" 6"

GUSET PLATE DETAIL

HINGE INSERT DETAIL

6"x6"x3/8" WALL SQUARE TUBE STEEL, CONCRETE FILLED

6"x6"x3/8" WALL

SQUARE TUBE

STEEL, CONCRETE

FILLED

SEE GATE HINGE DETAIL

GATE HINGE DETAIL

ISOMETRIC VIEW

3" X 1" ROUND BAR

(TYP EA. END)

3/4" PLATE

TEFLON WASHER

1 1/8" Ø OPENING

(TYP EA)

LATCH DETAIL

14' MIN.

PAVEMENT

SURFACE

1/4" CHAMFERED

EDGE (TYP) W

POURED JOINT

SEALANT

PAVEMENT

SURFACE

1/4" CHAMFERED

EDGE (TYP) W

POURED JOINT SEALANT

C U

T D

LUBRICATE

PER MANUFACTURER

LUBRICATE

PER MANUFACTURER

JOINT FILLERJOINT BOTTOM

INITIAL SAWCUT

(1/8" WIDE)

CRACK

3/4" TO

13/16" MAX

CONTROL JOINT

EXPANSION JOINT

JOINT SEALANT DETAILS

NOT TO SCALEA13

6'-0"

3'-0" MIN

CURB, BUILDING,

EDGE OF PAVEMENT

OR STRIPES

CONCRETE WHEEL STOP. INSTALL PARKING

CURB TO MANUFACTURER'S

RECOMMENDATIONS

NOT TO SCALE

WHEEL STOPA4

#5 REBAR 1'-6" LONG WITH

3/4" HOLE CAST

#3 BAR (TYP)

NOTE:

PRECAST CONCRETE

PARKING BARRIER WITH

2-#3 REBARS, USE 4000 PSI

CONCRETE

Q U

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BACKER MATERIAL BACKER MATERIAL

ARIMS: 200A Disposition: Maintain for 15 yrs after construction.

2Q R

Pl an s-

LEGEND

BID OPTION

LIMITS OF CONSTRUCTION

1. REFER TO SHEET C-001 FOR LEGEND

2. CONTRACTOR SHALL CONTACT THE INDIANA ONE CALL CENTER AT

1.800.382.5544 AT LEAST 10 WORKING DAYS PRIOR TO THE START OF

CONSTRUCTION.

3. PROTECT UTILITIES TO REMAIN IN SERVICE DURING DEMOLITION AND ONGOING

CONSTRUCTION OPERATIONS. POTHOLE EXISTING UTILITIES WITHIN THE LIMITS

OF DISTURBANCE TO VERIFY DEPTH.

4. ALL UTILITY WORK IS TO BE COORDINATED WITH BCE AND THE RESPECTIVE

UTILITY PROVIDER. ALL ASSOCIATED UTILITY FEES ARE THE RESPONSIBILITY OF

THE CONTRACTOR.

5. GARB WATER AND SANITARY SEWER OWNED AND OPERATED BY PERU UTILITIES.

POC: JIM SHARP (765-919-6545) JSHARP@PERUUTILITIES.COM

6. GARB ELECTRICAL UTILITY OWNED BY REMC

POC: BRANDON WILLIAMS (765-461-5938)

7. DIG PERMITS MUST BE COORDINATED THROUGH 811DIG AND GARB AF103

AF103 POC: JOSH DEWEESE (765-688-3144)

8. ELECTRICAL AND TELECOMMUNICATIONS ARE DEPICTED ON THESE PLANS FOR

REFERENCE ONLY. SEE ELECTRICAL AND TELECOMMUNICATION PLANS FOR

ADDITIONAL INFORMATION.

9. ALL NEW UTILITIES EXCEPT TELECOMMUNICATIONS ARE TO BE INSTALLED WITH

TRENCHLESS TECHNOLOGIES UNDER PAVEMENTS. SEE SHEET TS100 FOR

COMMUNICATIONS.

10. WATER METER ACCESS SHALL BE COORDINATED THROUGH PERU UTILITIES

PRIOR TO ESTABLISHING CONNECTION TO ANY WATER UTILITIES. CONTRACTOR

SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH CONNECTION,

INSTALLATION AND REMOVAL OF THE WATER SERVICE. THE LINE SHALL BE

METERED BY THE CONTRACTOR AND PAID TO PERU UTILITIES.

11. ELECTRIC SERVICE SHALL BE COORDINATED WITH THE BASE AND THE RURAL

ELECTRIC MEMBERSHIP CORPORATION (REMC). CONTRACTOR TO PROVIDE

METER AND SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH

INSTALLATION AND REMOVAL OF ELECTRICAL SERVICE. A UTILITY CONNECTION

PLAN SHALL BE PROVIDED WITHIN THE SITE PLAN SUBMITTAL AND APPROVED BY

THE BASE PRIOR TO MOBILIZATION.

12. HAND DIG WHEN WITHIN THREE (3) FEET OF ANY KNOWN OR SUSPECTED

UNDERGROUND UTILITY.

13. THE CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE, AT THEIR OWN

EXPENSE, ANY UTILITIES DAMAGED BY THEIR OPERATIONS, AT NO ADDITIONAL

COST TO THE GOVERNMENT. THE REPAIRS MUST BE INSPECTED AND APPROVED

BY THE UTILITY GOVERNMENT.

COMM PULLBOX

C O

TTT

C O

C O C

C O

C O C

C O

ELECT GATE

ELECT GATEE E E

E E

COMM COMM COMM COMM

E E E E E E E E E E

SD SD SD SD SD SD SD SD SD SD SD SDSD SD SD

C B

CONC.

FM FM FM FM FMG(R)

W(R) W(R) W(R) W(R) W(R) W(R) W(R)

LIMITS OF CONSTRUCTION

O F

C O

R U

O N

O F

C O

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O N

COMM COMM

BENCHMARK

ELEV: 800.64'

INSTALLATION PERIMETER FENCE

EXISTING AERIAL

PORT FACILITY

EXISTING

BUILDING 760

COMM

COMM COMM

COMM COMMW

SD SD SD SD SD SD

W W

W W W W W W

W W

LOGISTICS

READINESS

CENTER

O M

M C

O M

COMM COMM COMM COMM COMM COMM COMM

COMM COMM COMM

EEE

ESESES

ES ES ES

ESES

ES ES

ESES

SOIL

STOCKPILE

AREA

SOUTH ATTERBURY WAY SOUTH ATTERBURY WAY

MARSHALLING LOT

(BID OPTION 1)

CARGO LOT

(BID OPTION 2)

33' UNOBSTRUCTED

SPACE AND

STANDOFF

SEE TELECOMMUNICATION PLANS

FOR CONTINUATION OF COM LINE

INSTALLATION PERIMETER FENCE

CU101 CU102

CU103

CU104

US Army Corps of Engineers®

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OVERALL UTILITY PLANA1

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ARIMS: 200A Disposition: Maintain for 15 yrs after construction.

2Q R

Pl an s-

SHEET KEYNOTES

1. SANITARY LIFT STATION, SEE DETAIL A3/CU503.

2. SEWER CLEANOUT, SEE DETAIL J12/CU500.

3. 2" PVC SANITARY FORCE MAIN WITH CHECK VALVE, CONNECT TO EXISTING 4"

SANITARY FORCE MAIN, COORDINATE WITH BASE UTILITIES.

4. 1.5" GAS SERVICE LINE. CONNECT TO EXISTING 2" GAS MAIN, COORDINATE WITH

BASE UTILITIES.

5. GAS VALVE.

6. 3" WATER SERVICE LINE.

7. 8" WATER MAIN, CONNECT TO EXISTING 8" WATER MAIN VIA WET TAP.

COORDINATE WITH PERU UTILITIES.

8. 8" FIRE PROTECTION WATER SERVICE LINE.

9. FIRE HYDRANT ASSEMBLY, SEE DETAIL A14/CU500. HYDRANT TO BE A MINIMUM OF

6' BEHIND CURB.

10. FIRE DEPARTMENT CONNECTION. SEE FIRE PROTECTION PLANS

11. WATER VALVE

12. POST INDICATOR VALVE, SEE DETAIL J2/CU500. PIV IS REQUIRED TO BE LOCATED

AT LEAST 21 FEET AWAY FROM BUILDING.

13. COMMUNICATION LINE, SEE COMM PLANS FOR ADDITIONAL INFORMATION.

14. UNDERGROUND ELECTRIC, SEE ELECTRICAL PLANS FOR ADDITIONAL

INFORMATION.

15. 6" PVC SANITARY SEWER LATERAL @ 1.00% SLOPE

16. DOWNSPOUT, SEE DETAIL K17/A311

17. LIGHT POLE, SEE ELECTRICAL SITE PLAN

18. 6" WATER LINE

19. 8"x8"x6" TEE

20. 8"- 45° ELBOW

21. UNDERDRAIN, SEE DETAIL G5/CG500

22. ELECTRICAL STRUCTURE FOR LIFT STATION, SEE ELECTRICAL SITE PLAN.

23. ELECTRICAL STRUCTURE, SEE ELECTRICAL PLAN.

1. REFER TO SHEET C-001 FOR LEGEND

2. CONTRACTOR SHALL CONTACT THE INDIANA ONE CALL CENTER AT

1.800.382.5544 AT LEAST 10 WORKING DAYS PRIOR TO THE START OF

CONSTRUCTION.

3. PROTECT UTILITIES TO REMAIN IN SERVICE DURING DEMOLITION AND ONGOING

CONSTRUCTION OPERATIONS. POTHOLE EXISTING UTILITIES WITHIN THE LIMITS

OF DISTURBANCE TO VERIFY DEPTH.

4. ALL UTILITY WORK IS TO BE COORDINATED WITH BCE AND THE RESPECTIVE

UTILITY PROVIDER. ALL ASSOCIATED UTILITY FEES ARE THE RESPONSIBILITY OF

THE CONTRACTOR.

5. GARB WATER AND SANITARY SEWER OWNED AND OPERATED BY PERU UTILITIES.

POC: JIM SHARP (765-919-6545) JSHARP@PERUUTILITIES.COM

6. GARB ELECTRICAL UTILITY OWNED BY REMC

POC: BRANDON WILLIAMS (765-461-5938)

7. DIG PERMITS MUST BE COORDINATED THROUGH 811DIG AND GARB AF103

AF103 POC: JOSH DEWEESE (765-688-3144)

8. ELECTRICAL AND TELECOMMUNICATIONS ARE DEPICTED ON THESE PLANS FOR

REFERENCE ONLY. SEE ELECTRICAL AND TELECOMMUNICATION PLANS FOR

ADDITIONAL INFORMATION.

9. ALL NEW UTILITIES CROSSING UNDER EXISTING PAVEMENTS ARE TO BE

INSTALLED USING TRENCHLESS TECHNOLOGIES.

10. WATER METER ACCESS SHALL BE COORDINATED THROUGH PERU UTILITIES

PRIOR TO ESTABLISHING CONNECTION TO ANY WATER UTILITIES. CONTRACTOR

SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH CONNECTION,

INSTALLATION AND REMOVAL OF THE WATER SERVICE. THE LINE SHALL BE

METERED BY THE CONTRACTOR AND PAID TO PERU UTILITIES.

11. ELECTRIC SERVICE SHALL BE COORDINATED WITH THE BASE AND THE RURAL

ELECTRIC MEMBERSHIP CORPORATION (REMC). CONTRACTOR TO PROVIDE

METER AND SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH

INSTALLATION AND REMOVAL OF ELECTRICAL SERVICE. A UTILITY CONNECTION

PLAN SHALL BE PROVIDED WITHIN THE SITE PLAN SUBMITTAL AND APPROVED BY

THE BASE PRIOR TO MOBILIZATION.

12. HAND DIG WHEN WITHIN THREE (3) FEET OF ANY KNOWN OR SUSPECTED

UNDERGROUND UTILITY.

13. THE CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE, AT THEIR OWN

EXPENSE, ANY UTILITIES DAMAGED BY THEIR OPERATIONS, AT NO ADDITIONAL

COST TO THE GOVERNMENT. THE REPAIRS MUST BE INSPECTED AND APPROVED

BY THE UTILITY GOVERNMENT.

INSTALLATION PERIMETER FENCE

CU101 CU102

CU103

CU104

COMM PULLBOX

INVERT 6" PVC UNDERDRAIN :796.77

INVERT 6" PVC UNDERDRAIN :796.31

C O

GRATE

C O

EEEEE

DITCH DITCH DITCH

ASPHALT

GRASS

ASPHALT

CONC.

ASPHALT

SOUTH ATTERBURY WAY

ASPHALT

DITCH

COMM COMM COMM COMM COMM COMM COMM

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

E E E E E E E

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD

C B

INLET TC: 792.19

INV 72'' CMP N-S 784.24

72" SD

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

G(R) G(R) G(R) G(R) G(R) G(R) G(R) G(R) G(R) G(R) G(R) G(R) G(R) G(R)

W(R)W(R) W(R) W(R) W(R) W(R) W(R) W(R) W(R) W(R) W(R) W(R) W(R) W(R) W(R) W(R) W(R) W(R) W(R)

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M COMM

COMM

INSTALLATION PERIMETER FENCE

SD SD SD SD SD SD SD SD SD SD SD SD SD

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

W W

EEEEEEE

E E

33' UNOBSTRUCTED SPACE AND STANDOFF

LOGISTICS

READINESS

CENTER

SD SD SD SD SD SD SDSD

SDCOMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

COMM

C O

M M

C O

M M

C O

M M

C O

M M

COMM

33' UNOBSTRUCTED SPACE AND STANDOFF

C O

M M

C O

M M

C O

M M

C O

M M

E E

EEEEEEEEEEEEEEE

E E

ESESESESES

E E

G G G

G G

SD SD SD SD SD SD SD SD

ESESESESESESES

ESESESES

16161616

16 16

1416 13

DETENTION BASIN

TYP

2 2

US Army Corps of Engineers®

SHEET ID

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CU102

C H

A1 /C

SCALE: 1" = 20'

UTILITY PLAN - BASE BIDA1

MAPKEY PLAN

NORTH

Q U

ARIMS: 200A Disposition: Maintain for 15 yrs after construction.

2Q R

Pl an s-

12e 2r 2r 2e1

2n3e 3r 3r 3e2n

2n3e 3r 3r 3e2na a a a a a

PLAN

GENERAL STRUCTURAL NOTES

DESIGN CRITERIA FOUNDATION/ UNDERGROUND MECHANICAL COORDINATION

US Army Corps of Engineers ®

SHEET ID

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3 5 7 9 11 13 15 17 19

D A

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2 4 6 8 10 12 14 16 18 20

S-001

S T

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G J

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U C

L B

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N O

L L E

C R

H O

A D

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J U

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C T

G B

1. CODE: INTERNATIONAL BUILDING CODE 2021 / ASCE 7-16 WITH UFC 3-301-01 AMENDMENTS.

2. ROOF UNIFORM LIVE LOAD: (REDUCED AS ALLOWED BY THE BUILDING CODE) = 20 PSF

3. FLOOR UNIFORM LIVE LOADS: (REDUCED AS ALLOWED BY THE BUILDING CODE)

SLABS SUBJECT TO WHEEL LOADS: = 250 PSF / 20 KIP AXLE LOAD

AMMUNITION VAULT FLOOR: = 500 PSF

ALL OTHER INTERIOR SLAB ON GRADE: = 125 PSF

4. SNOW LOADS:

GROUND SNOW LOAD, Pg = 20 PSF EXPOSURE FACTOR, Ce = 1.0 TEMPERATURE FACTOR, Ct = 1.0 IMPORTANCE FACTOR, Is = 1.0 FLAT ROOF SNOW LOAD, Pf = 14.0 PSF SLOPED ROOF SNOW LOAD, Ps = 34 PSF MINIMUM SNOW LOAD, Pm = 20 PSF

5. WIND LOADS:

BASIC WIND SPEED, V = 107 MPH

RISK CATEGORY = II

EXPOSURE CATEGORY: = C

INTERNAL PRESSURE COEFFICIENT, Gcpi = + 0.18

HURRICANE PRONE REGION NO

WIND BORNE DEBRIS REGION NO

COMPONENTS AND CLADDING NOT DESIGNED BY THE ENGINEER OF RECORD SHALL BE DESIGNED FOR THE WIND PRESSURES LISTED BELOW. PRESSURES ARE BASED ON A TRIBUTARY AREA OF 10 SQUARE FEET FOR WALLS AND 2 SQUARE FEET FOR ROOFS. WIND PRESSURES FOR LARGER TRIBUTARY AREAS MAY BE USED BASED ON

DELEGATED DESIGN CALCULATIONS.

WALLS:

ZONE 4: = +26.5 PSF/-28.8 PSF

ZONE 5: = +26.5 PSF/-30.5 PSF

ROOF:

ZONE 1: = +19.8 PSF/-49.0 PSF

ZONE 2e: = +19.8 PSF/-49.0 PSF ZONE 2n: = +19.8 PSF/-71.5 PSF ZONE 2r: = +19.8 PSF/-71.5 PSF ZONE 3e: = +19.8 PSF/-71.5 PSF ZONE 3r: = +19.8 PSF/-85.0 PSF

6. SEISMIC LOADS:

RISK CATEGORY: = II

IMPORTANCE FACTOR, Ie = 1.0

SITE CLASS: = D

MAPPED SPECTRAL RESPONSE ACCELERATIONS

Ss: = 0.126 S1 = 0.072

SPECTRAL RESPONSE COEFFICIENTS

SDS: = 0.135

SD1: = 0.115

SEISMIC DESIGN CATEGORY = B

BASIC SEISMIC FORCE RESISTING SYSTEM: STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC

RESISTANCE

RESPONSE MODIFICATION FACTOR, R = 3

RESPONSE…

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File details come from the government source that posted it. Updated Sep 6, 2024.