Attachment G-1596603dwg01of11_G-V-B.pdf
PDF 14 MB Posted
- Attached to
- Construction of P447 Explosive Railcar Yard
- Solicitation number
- N40085-20-R-0048
About this file
This solicitation is for the construction of a new P447 Explosive Railcar Yard at Crane Army Ammunition Activity in Crane, Indiana. The project includes demolition and site work at an existing railcar site, including over 11,000 linear feet of rail track. It will also construct a new rail holding yard. A new Defense Logistics Agency Disposition site will be built with an operations building, storage building, and loading ramp. Additional site work includes aggregate and concrete storage areas and over 11,000 linear feet of off-site fiber/support structures. The existing radiation detector will be relocated. The solicitation was issued by the Naval Facilities Engineering Command. It did not include information on response dates, award dates, pricing terms or federal agencies involved beyond the Department of the Navy.
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SHEET INDEX - VOLUME ONE
C
B
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N62473-18-D-5801
1596603
N
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
PM/DM BHD/PJB
BRANCH MANAGER
CHIEF ENG/ARCH EA
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
A/E INFO
D E P A R T M E N T
O F
T H E
N A V Y
N A V A L
F A C
IL
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E N G
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IN
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C O M M A N D
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N O R
FO
LK
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C R
AN
E, IN
D
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N A
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
S
YM
D E S C R
IP
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O N
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AP
P R
C
AA
A
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P
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AI
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(P
SEAL
501 North Broadway Saint Louis, MO 63102
(314) 335-4000
M
ID
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N T C I C O R E
A
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DATE
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S U P P O R T
AC
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C R
AN
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FIRE PROTECTION
DRAWFORM REVISION: 31 JANUARY 2017
PW DRAWING NO. PW7534
11/21/2019
:4 :3
P M
G0001
G
EN
ER
AL
12805178
LV JE DF
C O
VE
R
AN
D
S H
EE
T
IN
D
EX
(V O
LU
M E
CAAA EXPLOSIVE RAILCAR HOLDING YARD (P-447)
NAVAL SUPPORT ACTIVITY CRANE
CRANE, INDIANA
18 DECEMBER 2019
ePROJECT WORK ORDER NUMBER: 1596603
CONTRACT NO.: N62473-18-D-5801
NAVFAC
DWG NO. SHEET ID DESCRIPTION
12805245 A2011 EXTERIOR ELEVATIONS
12805246 A2021 EXTERIOR ELEVATIONS
12805247 A3011 BUILDING SECTIONS
12805248 A4011 INTERIOR ELEVATIONS
12805249 A4111 INTERIOR DETAILS
12805250 A4121 INTERIOR DETAILS
12805251 A5011 WALL SECTIONS
12805252 A5021 WALL SECTIONS
12805253 A5111 EXTERIOR DETAILS
12805254 A6011 SCHEDULES
12805255 A7011 PARTITION TYPES AND DETAILS
12805256 A7111 DETAILS
12805257 A7121 DETAILS
INTERIORS
12805258 I1011 FURNITURE, FIXTURES, AND EQUIPMENT PLAN
12805259 I2011 SIGNAGE DIAGRAMS AND SCHEDULES
12805260 I2021 SIGNAGE DETAILS
FIRE PROTECTION
12805261 F0011 NOTES, SYMBOLS, AND ABBREVIATIONS
12805262 F1011 FLOOR PLANS
12805263 F5011 DETAILS, RISER DIAGRAMS, AND LOGIC MATRICES
PLUMBING
12805264 P0011 NOTES, SYMBOLS, AND ABBREVIATIONS
12805265 P1011 FLOOR PLANS
12805266 P5011 DETAILS
MECHANICAL
12805267 M0011 NOTES, SYMBOLS, AND ABBREVIATIONS
12805268 M1011 FLOOR PLANS
12805269 M5011 DETAILS
12805270 M6011 SCHEDULES
12805271 M7011 SEQUENCE OF OPERATIONS AND CONTROL DIAGRAMS
ELECTRICAL
12805272 E0011 SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES
12805273 E1001 OVERALL SITE PLAN
12805274 E1011 LIGHTING PLANS
12805275 E1021 POWER PLANS
12805276 E5011 DETAILS
12805277 E5021 LIGHTING DETAILS
12805278 E5031 OVERHEAD DETAILS
12805279 E6011 SINGLE LINE DIAGRAM
12805280 E7011 LIGHTING AND PANEL SCHEDULES
TELECOMMUNICATIONS
12805281 T1001 OVERALL SITE PLAN
12805282 T1011 FLOOR PLANS AND CABINET ELEVATION
12805283 T4011 ENLARGED BUILDING 2 SITE PLAN
12805284 T5011 DETAILS
12805285 T5021 SITE DETAILS
12805286 T6011 ONE-LINE DIAGRAM
OFF-SITE FIBER
12805287 O1001 OVERALL FIBER OPTIC CABLE EXTENSION PLAN
12805288 O1011 FIBER OPTIC CABLE EXTENSION PLAN
12805289 O1021 FIBER OPTIC CABLE EXTENSION PLAN
12805290 O1031 FIBER OPTIC CABLE EXTENSION PLAN
12805291 O1041 FIBER OPTIC CABLE EXTENSION PLAN
12805292 O1051 FIBER OPTIC CABLE EXTENSION PLAN
12805293 O1061 FIBER OPTIC CABLE EXTENSION PLAN
12805294 O1071 FIBER OPTIC CABLE EXTENSION PLAN
12805295 O1081 FIBER OPTIC CABLE EXTENSION PLAN
12805296 O1091 FIBER OPTIC CABLE EXTENSION PLAN
12805297 O1101 FIBER OPTIC CABLE EXTENSION PLAN
12805298 O1111 FIBER OPTIC CABLE EXTENSION PLAN
12805299 O1121 FIBER OPTIC CABLE EXTENSION PLAN
12805300 O1131 FIBER OPTIC CABLE EXTENSION PLAN
12805301 O5011 COMMUNICATION WOOD POLE AND DOWN GUY
DETAILS
12805302 O5021 COMMUNICATION ADSS TERMINATION DETAILS
12805303 O5031 COMMUNICATION ADSS MAINTENANCE LOOP
12805304 O5041 COMMUNICATION ADSS SPLICE ASSEMBLY
12805305 O5051 HANDHOLE & TRENCH DETAILS
NAVFAC
DWG NO. SHEET ID DESCRIPTION
GENERAL
12805178 G0001 COVER AND SHEET INDEX (VOLUME 1)
12805179 G0011 NOTES AND SYMBOLS
12805180 G1011 HAUL ROUTE
12805181 G1021 LIFE SAFETY PLAN AND CODE ANALYSIS
12805182 G1031 OPERATIONS BUILDING AIR BARRIER DIAGRAMS
SURVEY
12805183 V1011 EXISTING CONDITIONS / SURVEY
12805184 V1021 EXISTING CONDITIONS / SURVEY
12805185 V1031 EXISTING CONDITIONS / SURVEY
12805186 V1041 EXISTING CONDITIONS / SURVEY
12805187 V1051 EXISTING CONDITIONS / SURVEY
BORING LOGS
12805188 B1011 BORING LOGS
12805189 B1021 BORING LOGS
12805190 B1031 BORING LOGS
12805191 B1041 BORING LOGS
12805192 B1051 BORING LOGS
12805193 B1061 BORING LOGS
12805194 B1071 BORING LOGS
12805195 B1081 BORING LOGS
12805196 B1091 BORING LOGS
12805197 B1101 BORING LOGS
12805198 B1111 BORING LOGS
CIVIL
12805199 C0011 NOTES, SYMBOLS, AND ABBREVIATIONS
12805200 C1011 DEMOLITION PLAN
12805201 C1111 OVERALL SITE PLAN
12805202 C1121 SITE LAYOUT PLAN
12805203 C1131 SITE LAYOUT PLAN
12805204 C1141 SITE LAYOUT PLAN
12805205 C1151 SITE LAYOUT PLAN
12805206 C1161 SITE LAYOUT PLAN
12805207 C1211 SITE GRADING AND DRAINAGE PLAN
12805208 C1311 EROSION CONTROL PLAN
12805209 C1411 SITE UTILITY PLAN
12805210 C2011 WATER LINE PROFILES
12805211 C2021 WATER LINE PROFILES
12805212 C2031 WATER LINE PROFILES
12805213 C2041 WATER LINE PROFILES
12805214 C2051 STORM SEWER PROFILES
12805215 C5011 WATER LINE CONNECTION DETAILS
12805216 C5021 BIORETENTION BASIN DETAILS
12805217 C5031 DETENTION BASIN DETAILS
12805218 C5041 DETENTION BASIN DETAILS
12805219 C5051 DETAILS
12805220 C5061 DETAILS
12805221 C5071 DETAILS
12805222 C5081 DETAILS
12805223 C5091 DETAILS
12805224 C5101 DETAILS
12805225 C5111 DETAILS
12805226 C5121 DETAILS
12805227 C5131 LIFT STATION DETAILS
12805228 C5141 LIFT STATION DETAILS
STRUCTURAL
12805229 S0011 NOTES, SYMBOLS, AND ABBREVIATIONS
12805230 S0021 NOTES, SYMBOLS, AND ABBREVIATIONS
12805231 S1011 BUILDING FOUNDATION PLANS
12805232 S1021 CANOPY FOUNDATION PLAN, SECTIONS, AND DETAILS
12805233 S1211 BUILDING ROOF FRAMING PLANS
12805234 S1221 LOADING RAMP PLAN, SECTIONS & DETAILS
12805235 S2011 BUILDING ELEVATIONS
12805236 S5011 TYPICAL DETAILS
1280537 S5021 TYPICAL DETAILS
12805238 S5031 TYPICAL DETAILS
12805239 S5101 SECTIONS AND DETAILS
ARCHITECTURAL
12805240 A0011 NOTES, SYMBOLS, AND ABBREVIATIONS
12805241 A1011 FLOOR PLANS
12805242 A1021 CANOPY PLANS AND LOADING RAMP
12805243 A1111 REFLECTED CEILING PLAN
12805244 A1211 ROOF PLANS
SITE LOCATIONS MAP
RAILCAR
SITE
VICINITY MAP
DLA
SITE
FINAL
VOLUME ONE (1 OF 2)
N N
NONE
DEFENSE LOGISTICS AGENCY (DLA)
DISPOSITION SITE
NOTES:
CLEAR
FLOOR
SPACE
CLEARANCE REQUIREMENTS AND PROTECTIVE PANEL AT LAVATORY
1. BOTTOM OF PANEL MUST BE AS HIGH AS POSSIBLE AND
STILL CONCEAL AND PROTECT PIPES.
2. PLACE LAVATORY BOWL AS FAR FORWARD AS POSSIBLE
AND CUT OUT PIPE PROTECTION PANEL AROUND BOWL.
M
IN
9" M
IN
M
IN
M A
X
M A
X
CLEARANCE
8" MIN KNEE
TOE CLEARANCE
6" MAX
17" MIN
30" MIN
M
IN
D E
P T
H
M
IN
M A
X
CLEAR
FLOOR
SPACE
URINAL
FIRE
EXTINGUISHER
OUTLET BOXES
(RECEPTACLES/
VOICE/DATA)
SWITCHES,
CONTROLS,
THERMOSTATS
AND FIRE ALARM
MANUAL
STATIONS
NOTE: NOTE:
STANDARD URINAL REQUIREMENTS
SPOUT HEIGHT AND CLEARANCE
REQUIREMENTS AT DRINKING
FOUNTAIN
SPOUT
BUBBLER
URINALS MUST BE STALL-TYPE OR
WALL - HUNG WITH RIM AT A
MAXIMUM OF 17" AFF
EQUIPMENT PERMITTED IN SHADED
AREA
M
IN
IM
U
M
30" MINIMUM
1' -1
/2
M
IN
1' -6
A
F F
4' -0
A
F F
4' -0
M
A X
CLEARANCE
8" MIN KNEE
CLEARANCE
6" MAX TOE
9" M
IN
M
IN
M A
X
14" MINIMUM4" MAXIMUM
OBJECT
NOTES:
1. OBJECTS PROJECTING FROM WALLS WHOSE LEADING
EDGES ARE BETWEEN 27" AND 80" ABOVE FINISH FLOOR
MUST NOT PROTRUDE MORE THAN 4" INTO WALKS, WALLS,
CORRIDORS, PASSAGEWAYS, OR AISLES.
2. OBJECTS WHOSE LEADING EDGES ARE AT OR BELOW 27"
ABOVE FINISH FLOOR, MAY PROTRUDE ANY AMOUNT.
3. WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES, OR
OTHER CIRCULATING SPACES MUST HAVE A MINIMUM 80"
CLEAR HEADROOM.
2' -3
B
E
LO
W
4" MAXIMUM
T H
A N
'-3
H
IG
H E
R
6' -8
M
IN
IM
U M
ANY AMOUNT
GENERAL NOTES
1. THIS DRAWING HAS GENERAL INFORMATION, NOT ALL MAY APPLY TO
THIS PROJECT.
2. IF, AT ANY TIME, THE CONTRACTOR DISCOVERS A CONDITION WHICH
CONFLICTS WITH THE DRAWINGS AND/OR SPECIFICATION OR IF THE
CONTRACTOR DISCOVERS AN UNCLEAR OR MISLEADING DIRECTIVE
GIVEN IN THE DRAWINGS OR SPECIFICATIONS, THE CONTRACTOR MUST
BRING THE ISSUE IMMEDIATELY TO THE ATTENTION OF THE
CONTRACTING OFFICER.
3. DO NOT SCALE THE DRAWINGS - FOLLOW WRITTEN DIMENSIONS AND
NOTES ONLY.
4. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO
FABRICATION AND/OR CONSTRUCTION.
5. CONTRACTOR MUST BE SOLELY RESPONSIBLE FOR MEANS AND
METHODS AND SEQUENCE OF CONSTRUCTION. THE CONTRACTOR MUST
SOLELY AND COMPLETELY BE RESPONSIBLE FOR CONDITIONS OF THE
PROJECT WORK SITE AND FOR THE SAFETY OF ALL PERSONS AND/OR
PROPERTY DURING THE PERFORMANCE OF THE CONTRACT.
6. KEYNOTES LISTED ON DRAWINGS REFER ONLY TO THOSE KEYNOTE
SYMBOLS ASSOCIATED WITH THE PARTICULAR DRAWING WHERE THE
KEYNOTES ARE LISTED.
7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF
CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY
INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN,
SIMILAR DETAILS MUST BE USED SUBJECT TO REVIEW BY THE
CONTRACTING OFFICER.
8. OWNER WILL MAKE USE OF THE AREAS IN AND SURROUNDING THE
CONSTRUCTION AREAS. EVERY EFFORT MUST BE MADE TO MINIMIZE
THE DISTURBANCE TO EMPLOYEES, PATRONS, AND TENANTS.
9. IF DRAWINGS IN THIS SET ARE NOT 22"x 34" THEY HAVE BEEN REVISED
FROM THEIR ORIGINAL SIZE. SCALES NOTED ON PLANS AND DETAILS
ARE NO LONGER APPLICABLE.
10. KEEP MEANS OF EGRESS STAIRS AND CORRIDORS PROPERLY
ILLUMINATED AND FREE OF OBSTRUCTIONS AT ALL TIMES DURING
CONSTRUCTION.
11. MOUNT ALL PIPING, EQUIPMENT, DUCTWORK, ETC. AS HIGH AS POSSIBLE
IN ALL AREAS UNLESS OTHERWISE NOTED. ALL HANGER SUPPORTS
MUST BE ATTACHED TO STRUCTURAL STEEL.
GENERAL SYMBOLS
DEMOLITION KEYNOTE
ELEVATION TARGET
NORTH ARROW
REVISION CLOUD
REVISION DESIGNATION TAG
COLUMN REFERENCE
BREAK LINE
INDICATES PLAN NORTH (WHERE OCCURS)
INTERIOR ELEVATION
DESIGNATION
EXTERIOR ELEVATION
DESIGNATION
SECTION / DETAIL
DESIGNATION
DETAIL
DESIGNATION
DRAWING /DETAIL LOCATION DESIGNATION
DRAWING/DETAIL TITLE
DRAWING NUMBER DESIGNATION
WHERE FIRST REFERENCED
DRAWING/DETAIL LIMITS
DRAWING / DETAIL LOCATION
DESIGNATION
DRAWING NUMBER DESIGNATION
WHERE FIRST REFERENCED
DRAWING / DETAIL LOCATION DESIGNATION
DRAWING NUMBER DESIGNATION WHERE SHOWN
DRAWING/DETAIL LOCATION DESIGNATION
DRAWING NUMBER DESIGNATION WHERE SHOWN
DRAWING NUMBER DESIGNATION WHERE SHOWN
DRAWING/DETAIL LOCATION DESIGNATION
DRAWING SCALE
ROOM TAG
A1
A-100
A1
A-100
A1
A-200
A1A-400
A1
DRAWING NAME
1/8" = 1'-0"
A-123
DRAWING
DESIGNATION
ROOM NAME
ROOM NUMBER
ROOM NAME
ELEMENT ELEVATED
EL:XX' - XX"
KEYNOTE
N
APPLICABLE CODES AND STANDARDS
REFERENCED CODES AND STANDARDS
THE PROJECT WILL COMPLY WITH ALL FEDERAL REQUIREMENTS INCLUDING,
BUT NOT LIMITED TO, THE FOLLOWING:
• UFC 1-200-01, GENERAL BUILDING REQUIREMENTS
• UFC 1-200-02, HIGH PERFORMANCE AND SUSTAINABLE BUILDING
REQUIREMENTS
• UFC 1-300-09N, NAVY AND MARINE CORPS DESIGN PROCEDURES: 2011
• UFC 1-300-02, SPECIFICATION STANDARDS
• UFC 3-120-10, INTERIOR DESIGN
• UFC 3-201-01, CIVIL ENGINEERING
• UFC 3-201-02, LANDSCAPE ARCHITECTURE
• UFC 3-210-10, LOW IMPACT DEVELOPMENT
• UFC 3-230-01, WATER STORAGE, DISTRIBUTION AND TRANSMISSION
• UFC 3-240-01, WASTEWATER COLLECTION
• UFC 3-250-01, PAVEMENT DESIGN FOR ROADS AND PARKING AREAS
• UFC 3-301-01, STRUCTURAL ENGINEERING
• UFC 3-310-04, SEISMIC DESIGN OF BUILDINGS
• UFC 3-400-02, DESIGN: ENGINEERING WEATHER DATA
• UFC 3-410-01, HEATING, VENTILATING, AND AIR CONDITIONING SYSTEMS
• UFC 3-420-01, PLUMBING SYSTEMS
• UFC 3-450-01, NOISE AND VIBRATION CONTROL
• UFC 3-501-01 ELECTRICAL ENGINEERING
• UFC 3-520-01 INTERIOR ELECTRICAL SYSTEMS
• UFC 3-530-01 INTERIOR AND EXTERIOR LIGHTING SYSTEMS AND
CONTROLS
• UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES, 2018
• UFC 4-022-03, SECURITY FENCES AND GATES
• UFC 4-010-01, DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS
NATIONAL FIRE CODES, INCLUDING NFPA 101 LIFE SAFETY CODE
• NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER
SYSTEMS, 2019 EDITION
• NFPA 101, LIFE SAFETY CODE; 2018 EDITION
• NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-
CONDITIONING AND VENTILATION SYSTEMS, 2018 EDITION
ICC INTERNATIONAL CODE COUNCIL 2015
• IBC INTERNATIONAL BUILDING CODE 2015
• INTERNATIONAL MECHANICAL CODE 2012
• INTERNATIONAL PLUMBING CODE 2012
OTHER REQUIREMENTS
• AMERICAN WITH DISABILITIES ACT (ADA) AND ARCHITECTURAL
BARRIERS ACT (ABA) GUIDELINES – FOR FEDERAL FACILITIES
PROJECT DESIGN MUST CONFORM TO THE LATEST VERSION, AS OF
16 OCTOBER 2018, OF THE FOLLOWING CRITERIA AND APPLICABLE STANDARDS
UNLESS NOTED OTHERWISE:
AMC 385-10 US ARMY MATERIAL COMMAND SAFETY MANUAL
AR 190-11, PHYSICAL SECURITY OF ARMS, AMMUNITION, AND EXPLOSIVES
UNIFORM FACILITIES CRITERIA (UFC)
UFC 1-200-01, DOD BUILDING CODE (GENERAL BUILDING REQUIREMENTS)
UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES
NATIONAL FIRE CODES
NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS, 2019 EDITION
NFPA 24, INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR
APPURTENANCES, 2019 EDITION
NFPA 54, (ANSI Z223.1), NATIONAL FUEL GAS CODE, 2018 EDITION
NFPA 70, NATIONAL ELECTRIC CODE, 2017 EDITION
NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND
VENTILATING SYSTEMS, 2018 EDITION
NFPA 101, LIFE SAFETY CODE FOR BUILDING EGRESS AND LIFE SAFETY
AND APPLICABLE CRITERIA IN UFC 3-600-01, 2018 EDITION
NFPA 1963, STANDARD FOR FIRE HOSE CONNECTIONS, 2019 EDITION
ICC INTERNATIONAL CODE COUNCIL 2015
INTERNATIONAL BUILDING CODE (IBC) 2015
CODE SUMMARY
OPERATIONS BUILDING
1. OCCUPANCY GROUP: B (BUSINESS)
2. CONSTRUCTION TYPE: IIB, NON-SPRINKLERED
3. ALLOWABLE HEIGHT / AREA: 55 FEET (2 STORIES) / 8,500 SF
4. ACTUAL HEIGHT/ AREA: 14'-8" (1 STORY) / 1,105 SF
5. OCCUPANCY LOAD OCCUPANCY LOAD FACTOR OCCUPANTS
BUSINESS 150 6
ASSEMBLY 15 10
6. EGRESS WIDTHS - CAPACITY FACTORS (NFPA 101 7.2.1.2.3.2, 7.3.3.1, 7.4)
EGRESS COMPONENT IN. (WIDTH/PERSON) MINIMUM WIDTH
LEVEL COMPONENTS 0.2 36"
RAMPS 0.2 44"
DOORS 0.2 32"
STAIRS 0.3 36"
7. FIRE RESISTIVE REQUIREMENT (IBC CHAPTER 6 - TYPE IIB CONSTRUCTION
EXTERIOR NON-BEARING WALLS 0 HOURS
EXTERIOR BEARING WALLS 0 HOURS
INTERIOR BEARING WALLS 0 HOURS
STRUCTURAL FRAME 0 HOURS
FLOOR CONSTRUCTION 0 HOURS
ROOF CONSTRUCTION 0 HOURS
8. TRAVEL DISTANCE: COMMON PATH OF TRAVEL
NFPA 101: SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY;
(OCCUPANT LOAD < 30; NON-SPRINKLERED)
B (BUSINESS) 100 FEET
STORAGE BUILDING
1. OCCUPANCY GROUP: S-1 (STORAGE)
2. CONSTRUCTION TYPE: IIB, SPRINKLERED
3. ALLOWABLE HEIGHT / AREA: 75 FEET (3 STORIES) / 70,000 SF
4. ACTUAL HEIGHT/ AREA: 19'-4" (1 STORY) / 8,000 SF
5. OCCUPANCY LOAD OCCUPANCY LOAD FACTOR OCCUPANTS
STORAGE 300 27
6. EGRESS WIDTHS - CAPACITY FACTORS (NFPA 101 7.2.1.2.3.2, 7.3.3.1, 7.4)
EGRESS COMPONENT IN. (WIDTH/PERSON) MINIMUM WIDTH
LEVEL COMPONENTS 0.2 36"
RAMPS 0.2 44"
DOORS 0.2 32"
STAIRS 0.3 36"
7. FIRE RESISTIVE REQUIREMENT (IBC CHAPTER 6 - TYPE IIB CONSTRUCTION
EXTERIOR NON-BEARING WALLS 0 HOURS
EXTERIOR BEARING WALLS 0 HOURS
INTERIOR BEARING WALLS 0 HOURS
STRUCTURAL FRAME 0 HOURS
FLOOR CONSTRUCTION 0 HOURS
ROOF CONSTRUCTION 0 HOURS
8. TRAVEL DISTANCES S-1 (STORAGE)
NFPA 101
COMMON PATH OF TRAVEL 100 FEET
DEAD END CORRIDOR 100 FEET
MAXIMUM TRAVEL DISTANCE 400 FEET
NOTE:
BUILDING OCCUPANCY GROUP IS DETERMINED BY APPLICATION OF THE IBC.
OCCUPANCY LOAD FACTORS AND NUMBER OF OCCUPANTS IS DETERMINED BY
APPLICATION OF THE NFPA 101 AND UFC 3-600-01 AND IS PROVIDED FOR
RECORD. ACTUAL OCCUPANCY IS USED IN DETERMINATION OF COMPLIANCE
WITH UFC 1-200, UFC 3-600-01, UFC 4-010-01, AND NFPA 101.
DRAWING SET ORGANIZATION
DISCIPLINE DESIGNATOR
GENERAL - G
SURVEY - V
BORING LOGS - B
CIVIL - C
STRUCTURAL - S
ARCHITECTURAL - A
INTERIORS - I
FIRE PROTECTION - F
PLUMBING - P
MECHANICAL - M
ELECTRICAL - E
TELECOMMUNICATIONS - T
DEMOLITION - D
RAILROAD - R
OFF-SITE FIBER - O
SHEET SERIES
000 GENERAL
100 PLANS*
200 ELEVATIONS / PROFILES
300 SECTIONS
400 ENLARGEMENTS AND INTERIOR ELEVATIONS
500 DETAILS
600 SCHEDULES
700 TYPICAL DETAILS
*BORING LOGS ARE LISTED IN ORDER IN THE 100 SERIES
VOLUME
VOLUME (VOL) 1 - DEFENSE LOGISTICS AGENCY (DLA) DISPOSITION SITE
VOLUME (VOL) 2 - RAILCAR SITE
M 101 1
DISCIPLINE
DESIGNATOR
SHEET SERIES
VOLUME
C
B
D
N62473-18-D-5801
1596603
N
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
PM/DM BHD/PJB
BRANCH MANAGER
CHIEF ENG/ARCH EA
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
A/E INFO
D E P A R T M E N T
O F
T H E
N A V Y
N A V A L
F A C
IL
IT
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S
E N G
IN
E E R
IN
G
C O M M A N D
N
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O N
N O R
FO
LK
VA
C R
AN
E, IN
D
IA
N A
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
S
YM
D E S C R
IP
TI
O N
D
AT
E
AP
P R
C
AA
A
EX
P
LO
S
IV
E R
AI
LC
AR
H O
LD
IN
G
YA
R D
(P
SEAL
501 North Broadway Saint Louis, MO 63102
(314) 335-4000
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DRAWFORM REVISION: 31 JANUARY 2017
PW DRAWING NO. PW7534
11/21/2019
:4 :3
P M
G0011
G
EN
ER
AL
12805179
LV JE DF
N O
TE
S
AN
D
S
YM
B O
LS
NTSA1
ACCESSIBILITY DETAILS
NONE
DLA SITE
MAIN GATE
PROPOSED HAUL ROUTE
GREENWOOD LAKE
HIGHWAY 5
HIGHWAY 331
P
M
N
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
GENERAL SHEET NOTES
1. FINAL HAUL ROUTE AND LAYDOWN AREAS TO BE COORDINATED WITH
CONTRACTING OFFICER.
2000'500' 1000'
1" = 1000'
HAUL ROUTE
LEGEND
GRAPHIC SCALE
1" = 1000'
A1
HAUL ROUTE
F
FACP
K
RAT
F
C.A
C.B
C.1 C.2
TELECOM
O-109
CONFERENCE
O-108
UTILITY
O-106
WOMEN
O-105
MEN
O-104
KITCHENETTE
O-102
CORRIDOR
O-103
OPEN OFFICE
O-101
0.2
405 SF
B (BUSINESS)
150 3
42 SF
ACCESSORY
300 1
148 SF
(A) ASSEMBLY
15 10
77 SF
ACCESSORY
300 1
C O
M M
O N
'-1
0"
FEC
FSA
S.1 S.2 S.3 S.4 S.5 S.6 S.7 S.8 S.9 S.10 S.11
S.A
S.C
S.B
STORAGE
S-101
LOCKABLE STOR
S-103
FIRE RISER
S-104
0.2
0.2
0.2
3702 SF
STORAGE
300 13
70 SF
ACCESSORY
300 1
102 SF
STORAGE
300 1
TD
151'-0" < 400'
D E
A D
E N
D
'-0
0'
STORAGE
S-102
3687 SF
STORAGE
300 12
0.2151
OPTION SCOPE:
SHADED AREA DENOTES OPTION SCOPE AND INCLUDES
ASPECTS OF ARCHITECTURE, STRUCTURE, BUILDING
SYSTEMS, AND FINISHES BETWEEN GRIDLINE S.9 AND S.11.
DRAWINGS SHOW FINAL INTENT IF OPTION SCOPE IS
TAKEN. BASE BID DOES NOT INCLUDE OPTION SCOPE.
O P T I O N S C O P E
LIFE SAFETY GENERAL NOTES
1. REFER TO G0011 FOR CODE SUMMARY.
2. REFER TO FIRE ALARM AND ELECTRICAL SHEETS FOR ADDITONAL
INFORMATION ON FIRE ALARM NOTIFICATION DEVICES, MANUAL FIRE
ALARM BOXES, PULL STATIONS, AND EXIT SIGNAGE.
3. REFER TO CIVIL PLANS FOR PAVEMENT ON EXTERIOR SIDE OF EGRESS
DOORS AND CONTINUATION OF ACCESSIBLE PATHWAYS.
4. FOR EMERGENCY LIGHTING AND ILLUMINATED EXIT SIGNAGE, REFER TO
ELECTRICAL.
5. FIRE EXTINGUISHER CABINETS ARE IN CONTRACT. FIRE EXTINGUISHERS
ARE GFGI.
6. INSTALL FIRE EXTINGUISHER SIGN AT EACH FIRE EXTINGUISHER. REFER
TO SIGNAGE DRAWINGS.
LIFE SAFETY SYMBOL LEGEND
TD
XXX' - X"
X
Y
W
Z
FEC
K
F
FACP
A - ASSEMBLY
B - BUSINESS
S - STORAGE
X
XX
X X
OCCUPANCY GROUP
FLOOR AREA
OCCUPANT LOAD BY FLOOR AREA CALCULATION
LOAD FACTOR PER NFPA 101 (PER SF)
DEAD END CORRIDOR
COMMON PATH OF TRAVEL
TRAVEL DISTANCE
STARTING POINT OF TRAVEL
EXIT ROUTE DICHARGE AT BUILDING EXTERIOR
W= CLEAR WIDTH OF LIMITING COMPONENT (IN.)
X= OCCUPANTS USING EXIT
Y= EXIT CAPACITY
Z= EGRESS WIDTH PER OCCUPANT (IN./PERSON)
(NFPA 101 TABLE 7.3.3.1)
FIRE EXTINGUISHER CABINET LOCATION
MANUAL ALARM PULL STATION
FIRE DEPARTMENT KEY LOCK BOX
FIRE ALARM CONTROL PANEL
FIRE ALARM SYSTEM ANNUNCIATOR
RADIO ALARM TRANSMITTER
FSA
RAT
COMMON
DEAD END
LIFE SAFETY PLAN KEYNOTES
C
B
D
N62473-18-D-5801
1596603
N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
C O M M
AN
D
M
ID
AT
LA
N
TI
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
PM/DM BHD/PJB
BRANCH MANAGER
CHIEF ENG/ARCH EA
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
A/E INFO
D E P A R T M E N T
O F
T H E
N A V Y
N A V A L
F A C
IL
IT
IE
S
E N G
IN
E E R
IN
G
C O M M A N D
N
AV
AL
S
TA
TI
O N
N O R
FO
LK
VA
C R
AN
E, IN
D
IA
N A
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
S
YM
D E S C R
IP
TI
O N
D
AT
E
AP
P R
C
AA
A
EX
P
LO
S
IV
E R
AI
LC
AR
H O
LD
IN
G
YA
R D
(P
SEAL
501 North Broadway Saint Louis, MO 63102
(314) 335-4000
M
ID
LA
N T C I C O R E
A
C
B
D
A
DATE
N
AV
AL
S U P P O R T
AC
TI
VI
TY
C R
AN
E
FIRE PROTECTION
DRAWFORM REVISION: 31 JANUARY 2017
GRAPHIC SCALE
PW DRAWING NO. PW7534
11/21/2019
As indicated
:4 :3
P M
G1021
G
EN
ER
AL
12805181
LV JE DF
LI
FE
S
AF
ET
Y P
LA
N
AN
D
C O D E
AN
AL
YS
IS
1/4" = 1'-0"A1
OPERATIONS BUILDING LIFE SAFETY PLAN
1/8" = 1'-0"C1
STORAGE BUILDING LIFE SAFETY PLAN
N
N
1/8" = 1'-0"
24'4' 8' 16'
1/4" = 1'-0"
2' 4' 8' 12'
151 REFER TO CIVIL PLANS FOR PAVEMENT ON EXTERIOR SIDE OF EGRESS
DOORS AND FOR ACCESSIBLE PATHWAYS
AIR BARRIER GENERAL NOTES
1. PROVIDE A CONTINUOUS AIR / MOISTURE BARRIER AS SPECIFIED. AIR /
MOISTURE BARRIER MUST BE CONTINUOUS AT WALL TO ROOF AND AT
ALL OPENINGS AND PENETRATIONS. PARTICULAR CARE MUST BE
TAKEN AT INTERSECTION OF WALLS AND ROOF AND AT DOOR
OPENINGS. SEE DETAILS PROVIDED FOR OVERLAPPING AIR MOISTURE
BARRIER WITH ROOFING MEMBRANE AT ROOF EDGES.
2. LAP ALL AIR BARRIER SYSTEMS 4" MINIMUM AND SEAL TIGHT TO THE
ADJACENT SURFACE TO MAINTAIN A CONTINUOUS PLANE OF AIR
BARRIER THROUGHOUT THE BUILDING ENVELOPE.
3. COORDINATE AND CONCEAL ANY PART OF AIR BARRIER SYSTEM THAT
MAY COME INTO CONTACT WITH INTERIOR FINISHES.
LEGEND
KEYNOTES
AIR BARRIER
C.A
C.B
C.1 C.2
OPEN OFFICE
O-101
KITCHENETTE
O-102
MEN
O-104
WOMEN
O-105
UTILITY
O-106
CONFERENCE
O-108
TELECOM
O-109
C1
G1031
FSA
FINISH FLOOR
EL: 100' - 0"
C.AC.B
JOIST BEARING
EL: 112' - 0"
JOIST BEARING
EL:113'-9 3/4"
C
B
D
N62473-18-D-5801
1596603
N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
C O M M
AN
D
M
ID
AT
LA
N
TI
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
PM/DM BHD/PJB
BRANCH MANAGER
CHIEF ENG/ARCH EA
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
A/E INFO
D E P A R T M E N T
O F
T H E
N A V Y
N A V A L
F A C
IL
IT
IE
S
E N G
IN
E E R
IN
G
C O M M A N D
N
AV
AL
S
TA
TI
O N
N O R
FO
LK
VA
C R
AN
E, IN
D
IA
N A
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
S
YM
D E S C R
IP
TI
O N
D
AT
E
AP
P R
C
AA
A
EX
P
LO
S
IV
E R
AI
LC
AR
H O
LD
IN
G
YA
R D
(P
SEAL
501 North Broadway Saint Louis, MO 63102
(314) 335-4000
M
ID
LA
N T C I C O R E
A
C
B
D
A
DATE
N
AV
AL
S U P P O R T
AC
TI
VI
TY
C R
AN
E
FIRE PROTECTION
DRAWFORM REVISION: 31 JANUARY 2017
GRAPHIC SCALE
PW DRAWING NO. PW7534
11/21/2019
As indicated
:4 :3
P M
G1031
G
EN
ER
AL
12805182
LV JE DF
O P
ER
AT
IO
N S
B U
IL
D
IN
G
AI
R
B
AR
R
IE
R
D
IA
G R
AM
S
1/4" = 1'-0"A1
OPERATIONS BUILDING AIR BARRIER PLAN
1/4" = 1'-0"
2' 4' 8' 12'
1/4" = 1'-0"
G1031
C1
AIR BARRIER SECTION DIAGRAM
161 ROOF AIR BARRIER COMPONENT - CONTINUOUS UNDERLAYMENT
162 EXTERIOR WALL AIR BARRIER COMPONENT - SPRAY-APPLIED FOAM
INSULATION OVER CMU
S
T
O
P
MH
WM
WM
S
T
O
P
B
WM
WM
B
WM
E l e c
B o x
FH
B
B B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
FH
B
B
B
B
B
B
B
B
B
MH
MH
EV
E l e c
B o x
Elec.
Box
GV
GV
X
X
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
C
O
M
S T
S T
S
T
S
T
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O H
W
O H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
#1
#2
B
Gas
O
H
W
O
H
W
H
W
Y
A
P
H
A
L
T
H W
Y
S P
H A
L T
Elec.
Box
Elec.
Box
E l e c
B o x
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
U
G
E
U G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
T
U
T
U
T
B
B
B
B
B
B
B
O
H
W
RR TRACK
LEVER
S
T
W
W
W
W
W
W
W
W
W
W
W
W
U
N
K
U
N
K
U
N
K
Gas
Gas
F
M
S
A
N
F
M
S
A
N
F
M
S
A
N
F
M
S
A
N
F
M
S
A
N
F
M
S
A
N
F
M
S
A
N
APPROXIMATE LOCATION
OF FORCEMAIN
NOT FIELD LOCATED
F
M
S
A
N
F
M
S
A
N
F M
S
A N
F M
S
A N
F M
S
A N
F
M
S
A
N
F
M
S
A
N
F
M
S
A
N
F
M
S
A
N
F
M
S
A
N
APPROXIMATE LOCATION
OF FORCEMAIN
NOT FIELD LOCATED
TBM - CONTROL POINTS
POINT No.
NORTHING
1326098.2930
1326457.5197
EASTING
3010410.2011
3010567.8633
ELEVATION
579.48
582.80
DESCRIPTION
SI WITCAP
FI WITCAP
SCALE 1"=60'
60 30 0 60
LEGEND:
TV RISER-BOX
ELEC. RISER-BOX
PHONE RISER-BOX
GAS RISER-BOX
Gas
Elec.
Box
TV
Rsr.
Rsr.
Tel.
SPRINKLER
SPR. HOOKUP
SAN SEWER LINE
STORM SEWER LINE
UNDER TELEPHONE
OVERHEAD WIRES
UNDER ELEC.
UNDER GAS LINE
SAN
ST
UT
GAS
UGE
OHW
FIRE MAIN POST
GAS METER
ELEC. METER
SHRUB
DECID. TREE
POST
PHONE VAULT
ELEC. VAULT
FENCE
GUARDRAIL
SIGN
R.O.W. MON.
MONITORING WELL
BOLLARD
BORE HOLE
GATE POST
POLE
PARKING BLOCK
T-POST
PARKING SPACES
AC UNIT
VALVE VAULT
STEAM VAULT
TRANSFORMER
ABOVE GROUND
BELOW GROUND
WM
FD RR SPIKE
SET MAG NAIL
FD STONE
SET RR SPIKE
FD PIPE
SET NAIL
FD NAIL
FD MAG NAIL
SET REBAR
FD REBAR
FD CHISELED X
FD COT GIN SPDLE
FD BRASS DISK
CLEANOUT
GAS VALVE
WATER VALVE
FIRE HYDRANT
ELECTRIC MH
STEAM MH
PHONE MH
WATER MH
STORM MH
SANITARY MH
MANHOLE
CURB INLET
CATCH BASIN
GUY WIRE
UTILITY POLE
LIGHT POLE
SIGNAL POLE
GV
BH
E
EV
X
SH
GM
MB
P
PV
STV
T
B.G.
A.G.
AC
VV
T
B
R/W
Mon.
X X
SP
FH
CO
EM
STE
PH
ST
SA
MH
YARD LIGHT
G
UNDER FIBER OPTIC
UFO
UNDER COMM. LINE
COM
MAILBOX
END OF INFORMATIONEOI
W
UNDER WATER LINE
SPIGOT
S
WOOD POST
W
TOP OF CASTING
REINFORCED CONCRETE PIPE
POLYVINYL CHLORIDE PIPE
CORRUGATED PLASTIC PIPE
TC
CPP
PVC
RCP
INVERT
INV
SI WITCAP -
" REBAR W/
SMAG - MAG NAIL SET
FI -
" REBAR W/ "WITNESS"
RED "WITNESS" CAP SET
CAP FOUND
FORCE MAIN
FM-SAN
(APPROXIMATE LOCATION)
LOCATION MAP
NOT TO SCALE
DEPOT BOUNDARY
CONTROL POINTS:
HORIZONTAL DATUM: Reference Frame NAD 83(2011) Epoch 2010.0000, Indiana
State Plane Coordinates Zone West, U.S. Survey Feet.
VERTICAL DATUM: NAVD88 (Computed using Geoid 12A), U.S. Survey Feet.
UTILITY NOTES:
1. UNLESS OTHERWISE NOTED, UTILITY LOCATIONS HAVE BEEN VERIFIED
TO MEET QUALITY LEVEL B AS PER 811 TICKET NOS. 1807274336, 1807274349,
1807274354, AND 1807274358 DATED 7/27/18 AND BY PRIVATE SUBSURFACE
UTILITY ENGINEERING (SUE) PERFORMED BY CARDNO, INC.
2. EOI STANDS FOR "END OF INFORMATION", FROM LOSS OF SIGNAL ON A
PARTICULAR FACILITY. CAN BE DUE TO A BROKEN TRACER WIRE, A
FACILITY GOING FROM METALLIC TO PLASTIC, OR AN UNTONABLE FACILITY
WITH NO TRACER WIRE.
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
BRCJ Job# 9841A
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
N
12/18/19
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
FH
S
T
S T
S T
S T
S T
S T
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
#2
15" CMP
INV = 581.66'
15" CMP
INV = 584.70'
12" CONCRETE PIPE
INV = 579.96'
16" CMP
INV = 576.62'
8" CONCRETE PIPE
INV = 579.49'
8" CONCRETE PIPE
INV = 578.63'
WETLAND
WETLAND
GRAVEL
GRAVEL
H W
Y
A
S P
H A
L T
R A
I L R
O A
D
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
U
G
E
U
G
E
U
G
E U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
B
B
B
S
T
S
T
GUARDRAIL W/
I-BEAM POSTS
± 1.0' TALL
15" CMP IN HEADWALL
INV = 580.42'
12" RCP IN HEADWALL
INV = 582.74'
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
D
R
A
I
N
A
G
E
L
I
N
E
A
S
P
H
6" SDR
INV = 597.40'
6" SDR
INV = 597.95'
WELL
CAP
PUMP
CONTROL
BOX
" PIPE 3.0' A.G.
NO HYDRANT VISIBLE
"HYD 165" SIGN NEARBY
PIPE APPEARS TO
TRANSITION
UNDERGROUND
EOI
8" DI
8"
TYPE UNKNOWN
SIZE &
TYPE UNKNOWN
8"
PIPE APPEARS TO
TRANSITION
UNDERGROUND
F
M
S
A
N
F
M
S
A
N
F
M
S
A
N
F
M
S
A
N
F M
S
A N
F M
S
A N
F M
S
A N
F M
S
A N
F M
S
A N
F M
S
A N
F
M
S
A
N
APPROXIMATE LOCATION
OF FORCEMAIN
NOT FIELD LOCATED
TBM - CONTROL POINTS
POINT No.
NORTHING
1326098.2930
1326457.5197
EASTING
3010410.2011
3010567.8633
ELEVATION
579.48
582.80
DESCRIPTION
SI WITCAP
FI WITCAP
SCALE 1"=30'
30 15 0 30
LOCATION MAP
NOT TO SCALE
CONTROL POINTS:
HORIZONTAL DATUM: Reference Frame NAD 83(2011) Epoch 2010.0000, Indiana
State Plane Coordinates Zone West, U.S. Survey Feet.
VERTICAL DATUM: NAVD88 (Computed using Geoid 12A), U.S. Survey Feet.
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
BRCJ Job# 9841A
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
N
O
P
MH
WM
WM
S
T
O
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B
WM
WM
B
WM
E l e c
B o x
FH
B
B B
B
B
B
B
B
B
B
MH
MH
EV
E l e c
B o x
Elec.
Box
GV
GV
X
X
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C
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C
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O
H
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O
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G
A
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G
A
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A
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G A
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G
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G
A
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G
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G
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W
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W
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O
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W
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W
O
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W
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#1
STORM MANHOLE TC = 573.20'
FILLED WITH DEBRIS
BOTTOM OF STRUCTURE = 570.80'
M.H. w/ AIR VALVE FOR FORCE MAIN
TC = 590.92'
NW 3" HOLE IN CONC. WALL = 588.12'
SE 3" HOLE IN CONC. WALL = 588.12'
BOTTOM OF STRUCTURE = 587.02'
M.H. w/ AIR VALVE FOR FORCE MAIN
TC = 590.72'
NW 3" HOLE IN CONC. WALL = 587.87'
SE 3" HOLE IN CONC. WALL = 587.87'
BOTTOM OF STRUCTURE = 586.82'
B
15" BLACK PLASTIC PIPE
INV = 570.00'
2" WHITE PLASTIC PIPE
INV = 571.56'
2" WHITE PLASTIC PIPE
INV = 571.18'
8" CMP
INV = 571.13'
15" BLACK PLASTIC PIPE
INV = 570.38'
2" WHITE PLASTIC PIPE
INV = 572.12'
15" BLACK PLASTIC PIPE
INV = 570.52'
2" WHITE PLASTIC PIPE
INV = 572.23'
15" BLACK PLASTIC PIPE
INV = 571.01'
2" WHITE PLASTIC PIPE
INV = 572.75'
8" CMP
INV = 572.12'
FILLED IN
8" CMP
INV = 568.69'
FILLED IN
8" CMP
INV = 569.84'
FILLED IN
2" WHITE PLASTIC PIPE
INV = 573.47'???
H
P
H
A
L
T
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A
I
L
R
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A
D
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A
D
CONC. DITCH
Elec.
Box
Elec.
Box
M.H. w/ AIR VALVE FOR FORCE MAIN
TC = 585.71'
NW 0.2' HOLE IN CONC. WALL = 582.91'
SE 0.2' HOLE IN CONC. WALL = 582.91'
SW 0.2' HOLE IN CONC. WALL = 582.91'
BOTTOM OF STRUCTURE = 581.91'
E l e c
B o x
ABANDONED
U
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U G
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WETLAND
EOI
U
N
K
U
N
K
U
N
K
U
N
K
U
N
K
U
N
K
U
N
K
U
N
K
Gas
LIGHTNING ROD
8"
TYPE UNKNOWN
8"
TYPE UNKNOWN
8"
TYPE UNKNOWN
8"
TYPE UNKNOWN
8" DI
F
M
S
A
N
F
M
S
A
N
F
M
S
A
N
F
M
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A
N
F
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N
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S
A
N
F
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A
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F
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A
N
F
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A
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F
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A
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A
N
F
M
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A
N
F
M
S
A
N
F
M
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A
N
APPROXIMATE LOCATION
OF FORCEMAIN
NOT FIELD LOCATED
F
M
S
A
N
F
M
S
A
N
F
M
S
A
N
F
M
S
A
N
F
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S
A
N
F
M
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A
N
F
M
S
A
N
F
M
S
A
N
F
M
S
A
N
F
M
S
A
N
TBM - CONTROL POINTS
POINT No.
NORTHING
1326098.2930
1326457.5197
EASTING
3010410.2011
3010567.8633
ELEVATION
579.48
582.80
DESCRIPTION
SI WITCAP
FI WITCAP
LOCATION MAP
NOT TO SCALE
CONTROL POINTS:
HORIZONTAL DATUM: Reference Frame NAD 83(2011) Epoch 2010.0000, Indiana State
Plane Coordinates Zone West, U.S. Survey Feet.
VERTICAL DATUM: NAVD88 (Computed using Geoid 12A), U.S. Survey Feet.
SCALE 1"=30'
30 15 0 30
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
BRCJ Job# 9841A
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
N
O
P
MH
B
B
B
B
B
B
MH
MH
EV
E l e c
B o x
Elec.
Box
GV
GV
X
X
O
H
W
O
H
W
O
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W
O
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W
O
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W
O
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O
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W
O
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W
O
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W
O
H
W
O
H
W
O
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W
O
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W
O
H
W
O
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W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
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U
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U
T
U
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U
T
U
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U
T
U
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U
T
U
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U
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U
T
U
T
U
T
U
T
U
T
U
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U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
C
O
M
C
O
M
O
H
W
O
H
W
O
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W
O
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W
O
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W
O
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W
O
H
W
O
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W
O
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W
O
H
W
O
H
W
O
H
W
G
A
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G
A
S
G
A
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G
A
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G
A
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G
A
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G
A
S
G
A
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G
A
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G
A
S
G
A
S
G
A
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G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
O
H
W
O
H
W
O
H
W
O
H
W
O
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W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
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W
O
H
W
O
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W
O
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W
O
H
W
O
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W
O
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W
O
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W
O
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W
O
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W
O
H
W
O
H
W
O
H
W
M.H. w/ AIR VALVE FOR FORCE MAIN
TC = 590.92'
NW 3" HOLE IN CONC. WALL = 588.12'
SE 3" HOLE IN CONC. WALL = 588.12'
BOTTOM OF STRUCTURE = 587.02'
M.H. w/ AIR VALVE FOR FORCE MAIN
TC = 590.72'
NW 3" HOLE IN CONC. WALL = 587.87'
SE 3" HOLE IN CONC. WALL = 587.87'
BOTTOM OF STRUCTURE = 586.82'
SAG HT = 606.62'
ATTACHMENT 1=609.65'
ATTACHMENT 2=610.88'
ATTACHMENT 3=611.80'
ATTACHMENT 4=611.87'
SAG HT = 606.89'
ATTACHMENT 1=610.75'
ATTACHMENT 2=611.77'
ATTACHMENT 3=612.79'
ATTACHMENT 4=612.77'
GRD=588.11'
GRD=593.35'
UTILITY POLE GRD = 595.90'
UTILITY POLE GRD = 593.02'
8" CMP
INV = 571.13'
15" BLACK PLASTIC PIPE
INV = 570.52'
2" WHITE PLASTIC PIPE
INV = 572.23'
15" BLACK PLASTIC PIPE
INV = 571.01'
2" WHITE PLASTIC PIPE
INV = 572.75'
8" CMP
INV = 572.12'
FILLED IN
Gas
GRAVEL
H
P
H
A
L
T
CONC. DITCH
Elec.
Box
Elec.
Box
E l e c
B o x
ABANDONED
U
T
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U
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U
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U
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O
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O
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F
O
U
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U
F
O
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F
O
U
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U
F
O
U
F
O
U
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O
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T
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T
U
T
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
U G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
T
U
T
U
T
U
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U
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U
T
EOI
O
H
W
O
H
W
GUARDRAIL W/
I-BEAM POSTS
±1.0' TALL
WETLAND
EOI
MOUND
ELEV
601.93'
Gas
LIGHTNING ROD
LIGHTNING
ROD
LIGHTNING
ROD
LIGHTNING
ROD
NO
ATTACHMENTS
F
M
S
A
N
F
M
S
A
N
F
M
S
A
N
F
M
S
A
N
F
M
S
A
N
F
M
S
A
N
F
M
S
A
N
F
M
S
A
N
F
M
S
A
N
TBM - CONTROL POINTS
POINT No.
NORTHING
1326098.2930
1326457.5197
EASTING
3010410.2011
3010567.8633
ELEVATION
579.48
582.80
DESCRIPTION
SI WITCAP
FI WITCAP
SCALE 1"=30'
30 15 0 30
LOCATION MAP
NOT TO SCALE
CONTROL POINTS:
HORIZONTAL DATUM: Reference Frame NAD 83(2011) Epoch 2010.0000, Indiana
State Plane Coordinates Zone West, U.S. Survey Feet.
VERTICAL DATUM: NAVD88 (Computed using Geoid 12A), U.S. Survey Feet.
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
BRCJ Job# 9841A
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
N
B
FH
B
B
B
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
ATTACHMENT 1=625.00'
ATTACHMENT 2=626.19'
ATTACHMENT 3=627.07'
ATTACHMENT 4=627.06'
SAG HT = 616.47'
ATTACHMENT 1=613.10'
ATTACHMENT 2=614.03'
ATTACHMENT 3=614.90'
ATTACHMENT 4=614.71'
SAG HT = 608.15'
ATTACHMENT 1=608.74'
ATTACHMENT 2=609.81'
ATTACHMENT 3=610.85'
ATTACHMENT 4=610.88'
GRD=599.99'
UTILITY POLE GRD = 597.26'
GRD=591.66'
UTILITY POLE GRD = 589.03'
UTILITY POLE GRD = 607.08'
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
WETLAND
WETLAND
G
R
A
V
E
L
GRAVEL
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
T
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
G
E
U
G
E
U
G
E U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
B
B
B
GUARDRAIL W/
I-BEAM POSTS
± 1.0' TALL
12" RCP IN HEADWALL
INV = 582.74'
8" CMP
INV = 593.72'
8" CMP
INV = 593.34'
W
W
W
W
W
W
A
S
P
H
A
L
T
M
O
U
N
D
MOUND
ELEV
598.20'
A
S
P
H
6" SDR
INV = 597.40'
6" SDR
INV = 597.95'
WELL
CAP
PUMP
CONTROL
BOX
Gas
TBM - CONTROL POINTS
POINT No.
NORTHING
1326098.2930
1326457.5197
EASTING
3010410.2011
3010567.8633
ELEVATION
579.48
582.80
DESCRIPTION
SI WITCAP
FI WITCAP
SCALE 1"=30'
30 15 0 30
LOCATION MAP
NOT TO SCALE
CONTROL POINTS:
HORIZONTAL DATUM: Reference Frame NAD 83(2011) Epoch 2010.0000, Indiana
State Plane Coordinates Zone West, U.S. Survey Feet.
VERTICAL DATUM: NAVD88 (Computed using Geoid 12A), U.S. Survey Feet.
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
BRCJ Job# 9841A
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
N
LOG OF TEST BORING
Project
Location
Client
Proj. No.
Struct. No.
No.
T y p e
SS-1
SAMPLE
Rec N
Value
Station
Offset
Depth ft Elev
GRAVEL
SM, SILTY SAND, little gravel, loose, brown
(possible fill)
SS-2 35 8
SS-3 55 9
SM, SILTY SAND, trace gravel, loose, moist to wet below 12 ft, brown
SS-4 65
SS-5 55 5
End of Boring at 12.5 ft
0.0
0.0
0.0
0.0
CAAA Explosive Railcar Holding Yard
Crane, IN
Jacobs Engineering Group, Inc.
7770 West New York Street - Indianapolis, Indiana 46214
317-273-1690 / 317-273-2250 (Fax)
Weather
Temp.
DESCRIPTION/CLASSIFICATION
and REMARKS
Boring No.
Elevation
Datum
Sheet
B-01
NAVD 88
EEI Proj. No. CJ185034 of
Sunny
90° F
Driller
Inspector qp tsf tsf
PID/FID
ppm %
W
C.H.
SOIL PROPERTIES
qu
LL PL PI
0.0
Depth ft
WATER LEVEL OBSERVATIONS
While Upon
To Water
To Cave-in
Drilling
Completion
NW
24 hrs
After Drilling
NW
The stratification lines represent the approximate boundary between soil/rock types and the transition may be gradual.
Start
9/5/18
GENERAL NOTES
End
9/5/18
Drilling Method
3¼" I.D. HSA
Rig
B-57
Track
Remarks Backfilled with auger cuttings, bentonite chips and cement grout.
LOG OF TEST BORING
Project
Location
Client
Proj. No.
Struct. No.
No.
SS-1
SS-2
SS-3
SS-4
SS-5
SS-6
T y p e
SAMPLE
Rec N
Value
10 575
15 570
SM, SILTY SAND, trace gravel, very loose to loose, wet below 8 ft, brown
SS-7 80 4
20 565
0.0
0.0
0.0
0.0
0.0
Station
Offset
Depth ft Elev
GRAVEL
CL-ML, SILTY CLAY, some sand, little gravel, hard, brown (possible fill)
CAAA Explosive Railcar Holding Yard
Crane, IN
Jacobs Engineering Group, Inc.
7770 West New York Street - Indianapolis, Indiana 46214
317-273-1690 / 317-273-2250 (Fax)
Weather
Temp.
DESCRIPTION/CLASSIFICATION
and REMARKS
Boring No.
Elevation
Datum
Sheet
B-02
NAVD 88
EEI Proj. No. CJ185034 of
Sunny
90° F
Driller
Inspector qp tsf tsf
>4½
PID/FID
ppm
0.0
0.0
W
C.H.
SOIL PROPERTIES
qu
LL PL PI
SS-8 90 3
0.0
25 560
SS-9 55 4
30 555
CL, LEAN CLAY, some sand, trace gravel, very stiff, moist, gray
End of Boring at 30 ft
2 0.0
Depth ft
WATER LEVEL OBSERVATIONS
While Upon
To Water
To Cave-in
Drilling
Completion
NW
24 hrs
After Drilling
11¾
The stratification lines represent the approximate boundary between soil/rock types and the transition may be gradual.
Start
9/5/18
GENERAL NOTES
End
9/5/18
Drilling Method
3¼" I.D. HSA
Rig
B-57
Track
Remarks Backfilled with auger cuttings, bentonite chips and cement grout.
LOG OF TEST BORING
Project
Location
Client
Proj. No.
Struct. No.
No.
T y p e
SS-1
SAMPLE
Rec N
Value
Station
Offset
Depth ft Elev
GRAVEL
CL, SANDY CLAY, trace gravel, very stiff, brown (possible fill)
SS-2 65 9
SS-3 70 4
0.0
SS-4 55
SS-5 65 3
SM, SILTY SAND, trace gravel, very loose to loose, wet below 11 ft, brown
SS-6 80 1
0.0
3 0.0
CAAA Explosive Railcar Holding Yard
Crane, IN
Jacobs Engineering Group, Inc.
7770 West New York Street - Indianapolis, Indiana 46214
317-273-1690 / 317-273-2250 (Fax)
Weather
Temp.
DESCRIPTION/CLASSIFICATION
and REMARKS
Boring No.
Elevation
Datum
Sheet
B-03
NAVD 88
EEI Proj. No. CJ185034 of
Sunny
90° F
Driller
Inspector qp tsf tsf
PID/FID
ppm %
W
C.H.
SOIL PROPERTIES
qu
LL PL PI
0.0
0.0
0.0
SS-7 80 3
End of Boring at 20 ft
0.0
Depth ft
WATER LEVEL OBSERVATIONS
While Upon
To Water
To Cave-in
Drilling
Completion
NW
24 hrs
After Drilling
NW
8½
The stratification lines represent the approximate boundary between soil/rock types and the transition may be gradual.
Start
9/5/18
GENERAL NOTES
End
9/5/18
Drilling Method
3¼" I.D. HSA
Rig
B-57
Track
Remarks Backfilled with auger cuttings, bentonite chips and cement grout.
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
GENERAL SHEET NOTES
1. SEE SHEET C1211 FOR BORING LOCATIONS.
Location
Client
Proj. No.
Struct. No.
No.
SS-1
SS-2
SS-3
SS-4
SS-5
SS-6
T y p e
SAMPLE
Rec N
Value
SM, SILTY SAND, trace gravel, very loose to loose, wet below 11 ft, brown
SS-7 90 2
0.0
0.0
0.0
0.0
0.0
Station
Offset
Depth ft Elev
GRAVEL
CL-ML, SILTY CLAY, some sand, little gravel, hard, brown (possible fill)
CAAA Explosive Railcar Holding Yard
Crane, IN
Jacobs Engineering Group, Inc.
7770 West New York Street - Indianapolis, Indiana 46214
317-273-1690 / 317-273-2250 (Fax)
Weather
Temp.
DESCRIPTION/CLASSIFICATION
and REMARKS
Boring No.
Elevation
Datum
Sheet
B-04
NAVD 88
EEI Proj. No. CJ185034 of
Sunny
90° F
Driller
Inspector qp tsf tsf
>4½
PID/FID
ppm
0.0
0.0
W
C.H.
SOIL PROPERTIES
qu
LL PL PI
SS-8 90 0
0.0
SS-9 80 7
0.0
End of Boring at 30 ft
Depth ft
WATER LEVEL OBSERVATIONS
While Upon
To Water
To Cave-in
Drilling
Completion
NW
12½
24 hrs
After Drilling
11½
The stratification lines represent the approximate boundary between soil/rock types and the transition may be gradual.
Start
9/5/18
GENERAL NOTES
End
9/5/18
Drilling Method
3¼" I.D. HSA
Rig
B-57
Track
Remarks Backfilled with auger cuttings, bentonite chips and cement grout.
LOG OF TEST BORING
Project
Location
Client
Proj. No.
Struct. No.
No.
T y p e
SS-1
SAMPLE
Rec N
Value
Station
Offset
Depth ft Elev
GRAVEL
SS-2 55 9
SS-3 45 15
0.0
SS-4 85
SS-5 70 5
SM, SILTY SAND, trace gravel, loose to medium dense, brown
End of Boring at 12.5 ft
CL-ML, SILTY CLAY, some sand, little gravel, stiff to very stiff, brown
1½ 0.0
CAAA Explosive Railcar Holding Yard
Crane, IN
Jacobs Engineering Group, Inc.
7770 West New York Street - Indianapolis, Indiana 46214
317-273-1690 / 317-273-2250 (Fax)
Weather
Temp.
DESCRIPTION/CLASSIFICATION
and REMARKS
Boring No.
Elevation
Datum
Sheet
B-05
NAVD 88
EEI Proj. No. CJ185034 of
Cloudy
80° F
Driller
Inspector qp tsf tsf
PID/FID
ppm %
W
C.H.
SOIL PROPERTIES
qu
LL PL PI
2½ 0.0
0.0
0.0
Depth ft
WATER LEVEL OBSERVATIONS
While Upon
To Water
To Cave-in
Drilling
NW
Completion
NW
The stratification lines represent the approximate boundary between soil/rock types and the transition may be gradual.
After Drilling
BF
Start
9/6/18
GENERAL NOTES
End
9/6/18
Drilling Method
3¼" I.D. HSA
Rig
B-57
Track
Remarks Backfilled with auger cuttings, bentonite chips and cement grout.
LOG OF TEST BORING
Project
Location
Client
Proj. No.
Struct. No.
No.
T y p e
SS-1
SAMPLE
Rec N
Value
SS-2 45 19
SS-3 40 6
SS-4 90
SS-5 65 3
End of Boring at 12.5 ft
SM, SILTY SAND, trace gravel, very loose to loose, brown
0.0
0.0
SC, CLAYEY SAND, little gravel, medium dense, brown
Station
Offset
Depth ft Elev
GRAVEL
0.0
CAAA Explosive Railcar Holding Yard
Crane, IN
Jacobs Engineering Group, Inc.
7770 West New York Street - Indianapolis, Indiana 46214
317-273-1690 / 317-273-2250 (Fax)
Weather
Temp.
DESCRIPTION/CLASSIFICATION
and REMARKS
Boring No.
Elevation
Datum
Sheet
B-06
NAVD 88
EEI Proj. No. CJ185034 of
Cloudy
75° F
Driller
Inspector qp tsf tsf
PID/FID
ppm %
W
C.H.
SOIL PROPERTIES
qu
LL PL PI
0.0
0.4
Depth ft
WATER LEVEL OBSERVATIONS
While Upon
To Water
To Cave-in
Drilling
NW
Completion
NW
9½
After Drilling
BF
The stratification lines represent the approximate boundary between soil/rock types and the transition may be gradual.
Start
9/6/18
GENERAL NOTES
End
9/6/18
Drilling Method
3¼" I.D. HSA
Rig
B-57
Track
Remarks Backfilled with auger cuttings, bentonite chips and cement grout.
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
GENERAL SHEET NOTES
Location
Client
Proj. No.
Struct. No.
No.
T y p e
SS-1
SAMPLE
Rec N
Value
Station
Offset
Depth ft Elev
TOPSOIL
CL, SANDY CLAY, little gravel, stiff, brown
SS-2 65 10
SS-3 55 12
SC, CLAYEY SAND, little gravel, medium dense, red to brown near 10 ft
SS-4 50
SS-5 80 11
0.0
SS-6 80 8
SM, SILTY SAND, little gravel, loose, brown
SS-7 55 4
End of Boring at 20 ft
0.0
0.0
0.0
CAAA Explosive Railcar Holding Yard
Crane, IN
Jacobs Engineering Group, Inc.
7770 West New York Street - Indianapolis, Indiana 46214
317-273-1690 / 317-273-2250 (Fax)
Weather
Temp.
DESCRIPTION/CLASSIFICATION
and REMARKS
Boring No.
Elevation
Datum
Sheet
B-08
NAVD 88
EEI Proj. No. CJ185034 of
Sunny
85° F
Driller
Inspector qp tsf tsf
1¾
PID/FID
ppm
0.0
W
C.H.
SOIL PROPERTIES
qu
LL PL PI
0.0
0.0
Depth ft
WATER LEVEL OBSERVATIONS
While Upon
To Water
To Cave-in
Drilling
NW
Completion
NW
After Drilling
BF
The stratification lines represent the approximate boundary between soil/rock types and the transition may be gradual.
Start
9/6/18
GENERAL NOTES
End
9/6/18
Drilling Method
3¼" I.D. HSA
Rig
B-57
Track
Remarks Backfilled with auger cuttings, bentonite chips and cement grout.
LOG OF TEST BORING
Project
Location
Client
Proj. No.
Struct. No.
No.
T y p e
SS-1
SAMPLE
Rec N
Value
Station
Offset
Depth ft Elev
TOPSOIL
CL-ML, SILTY CLAY, some sand, little gravel, hard, brown
SS-2 55 11
SS-3 55 5
SM, SILTY SAND, little gravel, medium dense to very loose, brown, with SC, clayey sand seam near 7½ ft
SS-4 80
CL, SANDY CLAY, little gravel, medium stiff to stiff, brown
SS-5 45 3
1 0.0
½
>4½ 0.0
CAAA Explosive Railcar Holding Yard
Crane, IN
Jacobs Engineering Group, Inc.
7770 West New York Street - Indianapolis, Indiana 46214
317-273-1690 / 317-273-2250 (Fax)
Weather
Temp.
DESCRIPTION/CLASSIFICATION
and REMARKS
Boring No.
Elevation
Datum
Sheet
B-09
NAVD 88
EEI Proj. No. CJ185034 of
Cloudy
80° F
Driller
Inspector qp tsf tsf
PID/FID
ppm %
W
C.H.
SOIL PROPERTIES
qu
LL PL PI
0.0
0.0
0.0
SS-6 55 14
0.0
SS-7 80 3
SM, SILTY SAND, trace gravel, very loose to medium dense, wet below 18 ft, brown, with
SP-SM, sand seam near 20 ft
0.0
SS-8 80 4
0.0
End of Boring at 25 ft
Depth ft
WATER LEVEL OBSERVATIONS
While Upon
To Water
To Cave-in
Drilling
Completion
NW
The stratification lines represent the approximate boundary between soil/rock types and the transition may be gradual.
After Drilling
BF
Start
9/6/18
GENERAL NOTES
End
9/6/18
Drilling Method
3¼" I.D. HSA
Rig
B-57
Track
Remarks Backfilled with auger cuttings, bentonite chips and cement grout.
LOG OF TEST BORING
Project
Location
Client
Proj. No.
Struct. No.
No.
SS-1
SS-2
SS-3
SS-4
SS-5
SS-6
T y p e
SAMPLE
Rec Blow
Counts
2-3-3-3
CL, SANDY CLAY, little gravel, medium stiff, moist, red brown (possible fill)
2-2-3-4
1-2-3-4
2-2-3-5
1-2-4-3
3-3-3-5
SM, SILTY SAND, little gravel, loose, moist, brown, fine to medium grained
End of Boring at 12 ft
SC, CLAYEY SAND, little gravel, loose, moist, red brown, fine to medium grained
Northing
Easting
Depth ft
CAAA Railcar Holding Yard-DLA Site
Crane, IN
Jacobs Engineering Group, Inc.
7770 West New York Street - Indianapolis, Indiana 46214
317-273-1690 / 317-273-2250 (Fax)
Weather
Temp.
DESCRIPTION/CLASSIFICATION
and REMARKS
Elev
Boring No.
Elevation
Datum
Sheet
B-07
NAVD 88
EEI Proj. No. CJ185034 of
Sunny
30° F
Driller
Inspector qp tsf
¼
¾
¼
¼ qu tsf
C.H.
SOIL PROPERTIES
PID
ppm
23.0
36.0
4.4
13.0
3.5
1.0
18.0
16.7
W LL PL PI
Depth ft
WATER LEVEL OBSERVATIONS
While Upon
To Water
To Cave-in
Drilling
NW
Completion
NW
24 hrs
After Drilling
NW
The stratification lines represent the approximate boundary between soil/rock types and the transition may be gradual.
Start
12/11/18
GENERAL NOTES
End
12/11/18
Drilling Method
3¼" I.D. HSA
bentonite chips and cement grout.
HAMMER TYPE: Automatic
Rig
CME 55
Track
Remarks Backfilled with auger cuttings, 501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
GENERAL SHEET NOTES
Location
Client
Proj. No.
Struct. No.
No.
SS-1
SS-2
SS-3
SS-4
SS-5
SS-6
T y p e
SAMPLE
Rec N
Value
SC, CLAYEY SAND, little gravel, loose to medium dense, red and brown
0.6
0.6
CL, SANDY CLAY, little gravel, medium stiff to hard, moist, brown to gray near 10 ft
¾
>4½
1.6
0.0
CL-ML, SILTY CLAY, some sand, little gravel, very stiff to hard, brown (possible fill)
3 0.0
Station
Offset
Depth ft Elev
GRAVEL
>4½ 0.5
CAAA Explosive Railcar Holding Yard
Crane, IN
Jacobs Engineering Group, Inc.
7770 West New York Street - Indianapolis, Indiana 46214
317-273-1690 / 317-273-2250 (Fax)
Weather
Temp.
DESCRIPTION/CLASSIFICATION
and REMARKS
Boring No.
Elevation
Datum
Sheet
B-11
NAVD 88
EEI Proj. No. CJ185034 of
Sunny
85° F
Driller
Inspector qp tsf tsf
PID/FID
ppm %
W
C.H.
SOIL PROPERTIES
qu
LL PL PI
SS-7 55 6
0.0
SS-8 45 2
SM, SILTY SAND, trace gravel, very loose to loose, moist to wet near 24 ft
0.0
SS-9 35 4
CL-ML, SILTY CLAY, some sand, trace gravel, medium stiff, brown
End of Boring at 30 ft
½ 0.0
Depth ft
WATER LEVEL OBSERVATIONS
While Upon
To Water
To Cave-in
Drilling
Completion
NW
The stratification lines represent the approximate boundary between soil/rock types and the transition may be gradual.
After Drilling
BF
Start
9/6/18
GENERAL NOTES
End
9/6/18
Drilling Method
3¼" I.D. HSA
Rig
B-57
Track
Remarks Backfilled with auger cuttings, bentonite chips and cement grout.
LOG OF TEST BORING
Project
Location
Client
Proj. No.
Struct. No.
No.
T y p e
SS-1
SAMPLE
Rec N
Value
Station
Offset
Depth ft Elev
TOPSOIL
1 0.0
CAAA Explosive Railcar Holding Yard
Crane, IN
Jacobs Engineering Group, Inc.
7770 West New York Street - Indianapolis, Indiana 46214
317-273-1690 / 317-273-2250 (Fax)
Weather
Temp.
DESCRIPTION/CLASSIFICATION
and REMARKS
Boring No.
Elevation
Datum
Sheet
B-12
NAVD 88
EEI Proj. No. CJ185034 of
Sunny
85° F
Driller
Inspector qp tsf tsf
PID/FID
ppm %
W
C.H.
SOIL PROPERTIES
qu
LL PL PI
SS-2 55 6
1¼
SS-3 45 6
CL, SANDY CLAY, little gravel, medium stiff to stiff, red and brown
1¼ 0.0
0.0
SS-4 55
¾
SS-5 45 6
0.0
0.0
SS-6 55 5
0.0
SM, SILTY SAND, trace gravel, loose, brown
SS-7 65 6
0.0
End of Boring at 20 ft
Depth ft
WATER LEVEL OBSERVATIONS
While Upon
To Water
To Cave-in
Drilling
NW
Completion
NW
The stratification lines represent the approximate boundary between soil/rock types and the transition may be gradual.
After Drilling
BF
Start
9/6/18
GENERAL NOTES
End
9/6/18
Drilling Method
3¼" I.D. HSA
Rig
B-57
Track
Remarks Backfilled with auger cuttings, bentonite chips and cement grout.
LOG OF TEST BORING
Project
Location
Client
Proj. No.
Struct. No.
No.
T y p e
SS-1
SAMPLE
Rec N
Value
Station
Offset
Depth ft Elev
TOPSOIL
CAAA Explosive Railcar Holding Yard
Crane, IN
Jacobs Engineering Group, Inc.
7770 West New York Street - Indianapolis, Indiana 46214
317-273-1690 / 317-273-2250 (Fax)
Weather
Temp.
DESCRIPTION/CLASSIFICATION
and REMARKS
Boring No.
Elevation
Datum
Sheet
B-10
NAVD 88
EEI Proj. No. CJ185034 of
Sunny
70° F
Driller
Inspector qp tsf tsf
PID/FID
ppm %
W
C.H.
SOIL PROPERTIES
qu
LL PL PI
SS-2 55 9
2½
SS-3 30 8
CL, SANDY CLAY, little gravel, stiff to very stiff, brown
1¾
SS-4 0
SS-5 65 7
SS-6 30 12
SM, SILTY SAND, trace gravel, very loose to medium dense, wet below 18 ft, brown, with clayey sand seam near 12 ft
SS-7 35 2
End of Boring at 20 ft
Depth ft
WATER LEVEL OBSERVATIONS
While Upon
To Water
To Cave-in
Drilling
Completion
NW
After Drilling
BF
The stratification lines represent the approximate boundary between soil/rock types and the transition may be gradual.
Start
9/10/18
GENERAL NOTES
End
9/10/18
Drilling Method
3¼" I.D. HSA
Rig
B-57
Track
Remarks Backfilled with auger cuttings, bentonite chips and cement grout.
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
GENERAL SHEET NOTES
Location
Client
Proj. No.
Struct. No.
No.
T y p e
SS-1
SAMPLE
Rec N
Value
SS-2 55 10
SS-3 80 6
CL, LEAN CLAY, some sand, little gravel, stiff to very stiff, brown
Station
Offset
Depth ft Elev
GRAVEL
3½ 0.0
CAAA Explosive Railcar Holding Yard
Crane, IN
Jacobs Engineering Group, Inc.
7770 West New York Street - Indianapolis, Indiana 46214
317-273-1690 / 317-273-2250 (Fax)
Weather
Temp.
DESCRIPTION/CLASSIFICATION
and REMARKS
Boring No.
Elevation
Datum
Sheet
B-13
NAVD 88
EEI Proj. No. CJ185034 of
Cloudy
75° F
Driller
Inspector qp tsf tsf
PID/FID
ppm %
W
C.H.
SOIL PROPERTIES
qu
LL PL PI
2¾ 0.4
1 0.0
SS-4 65
1¼
10 590
SS-5 55 9
CL, SANDY CLAY, little gravel, stiff, red and brown
1¼ 0.0
0.0
SS-6 70 12
0.0
15 585
SC, CLAYEY SAND, little gravel, medium dense, red and brown
SS-7 55 9
20 580
SM, SILTY SAND, trace gravel, very loose to loose, wet below 24 ft
SS-8 80 2
25 575
End of Boring at 25 ft
0.0
0.0
Depth ft
WATER LEVEL OBSERVATIONS
While Upon
To Water
To Cave-in
Drilling
Completion
NW
The stratification lines represent the approximate boundary between soil/rock types and the transition may be gradual.
After Drilling
BF
Start
9/6/18
GENERAL NOTES
End
9/6/18
Drilling Method
3¼" I.D. HSA
Rig
B-57
Track
Remarks Backfilled with auger cuttings, bentonite chips and cement grout.
LOG OF TEST BORING
Project
Location
Client
Proj. No.
Struct. No.
No.
T y p e
SS-1
SAMPLE
Rec N
Value
SS-2 40 9
SS-3 0 8
SS-4 35
SS-5 65 7
SS-6 45 9
SC, CLAYEY SAND, little gravel, loose, red and brown
3.0
3.8
0.0
CL, SANDY CLAY, little gravel, very stiff to hard, brown
0.0
2¼ 0.0
Station
Offset
Depth ft Elev
TOPSOIL
>4½ 0.0
CAAA Explosive Railcar Holding Yard
Crane, IN
Jacobs Engineering Group, Inc.
7770 West New York Street - Indianapolis, Indiana 46214
317-273-1690 / 317-273-2250 (Fax)
Weather
Temp.
DESCRIPTION/CLASSIFICATION
and REMARKS
Boring No.
Elevation
Datum
Sheet
B-14
NAVD 88
EEI Proj. No. CJ185034 of
Sunny
85° F
Driller
Inspector qp tsf tsf
PID/FID
ppm %
W
C.H.
SOIL PROPERTIES
qu
LL PL PI
SS-7 65 5
SM, SILTY SAND, trace gravel, very loose to loose, wet below 24 ft, brown
SS-8 55 4
End of Boring at 25 ft
0.0
0.0
Depth ft
WATER LEVEL OBSERVATIONS
While Upon
To Water
To Cave-in
Drilling
Completion
NW
The stratification lines represent the approximate boundary between soil/rock types and the transition may be gradual.
After Drilling
BF
Start
9/6/18
GENERAL NOTES
End
9/6/18
Drilling Method
3¼" I.D. HSA
Rig
B-57
Track
Remarks Backfilled with auger cuttings, bentonite chips and cement grout.
LOG OF TEST BORING
Project
Location
Client
Proj. No.
Struct. No.
No.
SS-1
SS-2
SS-3
SS-4
SS-5
SS-6
T y p e
SAMPLE
Rec Blow
Counts
2-2-3-3
1-2-2-4
3-5-7-12
17-7-6-5
1-4-5-7
5-17-32-24
SC, CLAYEY SAND, little gravel, medium dense, moist, dark brown, fine to medium grained
CL, SANDY CLAY, little gravel, very soft to soft, wet, brown to black below 11 ft
End of Boring at 12 ft
Boring offset due to concrete encountered at 5 ft
SM, SILTY SAND, little to some gravel, loose to medium dense, moist to wet below 8 ft, dark brown and black, with sandy clay seam near 4 ft, fine to medium grained (fill)
Northing
Easting
Depth ft
CAAA Railcar Holding Yard-DLA Site
Crane, IN
Jacobs Engineering Group, Inc.
7770 West New York Street - Indianapolis, Indiana 46214
317-273-1690 / 317-273-2250 (Fax)
Weather
Temp.
DESCRIPTION/CLASSIFICATION
and REMARKS
Elev
CL, SANDY CLAY, little gravel, medium stiff to very stiff, red (fill)
Boring No.
Elevation
Datum
Sheet
B-15
NAVD 88
EEI Proj. No. CJ185034 of
Sunny
25° F
Driller
Inspector qp tsf
3½
½
¼
<¼ qu tsf
C.H.
SOIL PROPERTIES
PID
ppm
0.0
0.0
5.1
14.5
W LL PL PI
Depth ft
WATER LEVEL OBSERVATIONS
While Upon
To Water
To Cave-in
Drilling
Completion
9½
24 hrs
After Drilling
6½
The stratification lines represent the approximate boundary between soil/rock types and the transition may be gradual.
Start
12/10/18
GENERAL NOTES
End
12/10/18
Drilling Method
3¼" I.D. HSA
bentonite chips and cement grout.
HAMMER TYPE: Automatic
Rig
CME 55
Track
Remarks Backfilled with auger cuttings, 501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
GENERAL SHEET NOTES
1. SEE SHEET C-1211 FOR BORING LOCATIONS.
Location
Client
Proj. No.
Struct. No.
No.
SS-1
SS-2
SS-3
SS-4
SS-5
SS-6
T y p e
SAMPLE
Rec Blow
Counts
1-3-2-4
1-2-3-5
2-3-3-6
5-7-8-10
4-6-9-9
4-4-7-7
SC, CLAYEY SAND, little gravel, medium dense, moist, red, fine to medium grained
End of Boring at 12 ft
CL, SANDY CLAY, little gravel, very stiff to hard, brown to red below 8 ft, with silty clay seam near 5 ft, with silt seam near 6 ft, SS-4 :
dry unit weight…
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