W912QR25B0001_Plans-0001.pdf
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- Attached to
- Construction of an Indoor Small Arms Range (ISAR) located in Grissom Air Reserve Base, IN.
- Solicitation number
- W912QR25B0001
About this file
This file contains construction plans and drawings for an Indoor Small Arms Range (ISAR) facility to be built at Grissom Air Reserve Base, IN. The plans include detailed architectural, structural, civil, mechanical, electrical, plumbing and fire protection drawings for the facility.
Key features shown in the drawings include: a 21-lane indoor shooting range with bullet trap, control booth, weapons cleaning area, ammunition storage rooms, mechanical/electrical rooms, restrooms, and associated support spaces. The facility incorporates specialized HVAC systems for ventilation and lead dust control, including makeup air units and exhaust fans. Civil site work includes grading, utilities, parking areas, and stormwater management features. The building utilizes steel frame construction with CMU walls and includes force protection/AT/FP features. Detailed mechanical systems are shown for compressed air, dust collection, and range ventilation. Energy monitoring systems and controls are specified for tracking utility usage. The plans were issued in September 2024 and carry a "Certified Final" designation from the US Army Corps of Engineers Louisville District.
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US Army Corps of Engineers ®
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SHEET NUMBER SHEET NAME
GENERAL
G-001 COVER SHEET
G-002 SHEET INDEX
G-003 SITE AREA, LOCATION, AND VICINITY MAP
G-004 CONTRACTOR HAUL ROUTE
LIFE SAFETY
X-001 LIFE SAFETY CODE REVIEW
X-101 CIVIL LIFE SAFETY PLAN
X-110 COMPREHENSIVE FIRST FLOOR LIFE SAFETY PLAN
SURVEY MAPPING
VA101 SITE ARIAL IMAGERY
VF101 SITE FIELD SURVEY
VF401 SITE CONTROL POINTS
GEOTECHNICAL
BB101 BORING LOCATION PLAN
BB501 SOIL AND ROCK CLASSIFICATION
BB502 BORING LOGS
BB503 BORING LOGS
BB504 BORING LOGS
EROSION CONTROL
GC101 OVERALL EROSION CONTROL PLAN
GC102 EROSION CONTROL PLAN
GC103 EROSION CONTROL PLAN
GC104 EROSION CONTROL PLAN
GC105 EROSION CONTROL PLAN
GC106 EROSION CONTROL PLAN
GC107 EROSION CONTROL PLAN
GC108 EROSION CONTROL PLAN
GC109 EROSION CONTROL PLAN
GC501 EROSION CONTROL DETAILS
GC502 EROSION CONTROL DETAILS
GC503 EROSION CONTROL DETAILS
DEMOLITION
CD101 OVERALL DEMOLITION PLAN
CD102 DEMOLITION PLAN
CD103 DEMOLITION PLAN
CD104 DEMOLITION PLAN
CD105 DEMOLITION PLAN
CD106 DEMOLITION PLAN
CD107 DEMOLITION PLAN
CD108 DEMOLITION PLAN
CD109 DEMOLITION PLAN
CD110 DEMOLITION PLAN
CD111 DEMOLITION PLAN
SITE PLAN
CS101 OVERALL CIVIL SITE PLAN
CS102 CIVIL SITE PLAN
CS103 CIVIL SITE PLAN
CS104 CIVIL SITE PLAN
CS105 CIVIL SITE PLAN
CS106 CIVIL SITE PLAN
CS107 CIVIL SITE PLAN
CS108 CIVIL SITE PLAN
CS201 ACCESS ROAD PROFILE
CS202 ACCESS ROAD PROFILE
CS203 ACCESS ROAD PROFILE
CS204 ACCESS ROAD PROFILE
CS501 CIVIL SITE DETAILS
CS502 CIVIL SITE DETAILS
CS503 CIVIL SITE DETAILS
GRADING PLAN
CG101 OVERALL GRADING PLAN
CG102 GRADING PLAN
CG103 GRADING PLAN
CG104 GRADING PLAN
CG201 STORM SEWER PROFILES
CG501 GRADING DETAILS
CG502 GRADING DETAILS
CG503 GRADING DETAILS
CG504 GRADING DETAILS
CG505 GRADING DETAILS
UTILITY PLAN
CU101 OVERALL UTILITY PLAN
CU102 UTILITY PLAN
CU103 UTILITY PLAN
CU104 UTILITY PLAN
CU105 UTILITY PLAN
CU106 UTILITY PLAN
CU107 UTILITY PLAN
CU108 UTILITY PLAN
CU109 UTILITY PLAN
CU110 UTILITY PLAN
CU111 UTILITY PLAN
CU201 SANITARY SEWER PROFILE
CU202 SANITARY SEWER PROFILE
CU203 SANITARY SEWER PROFILE
CU501 UTILITY DETAILS
CU502 UTILITY DETAILS
ELECTRICAL SITE
ES001 ELECTRICAL SITE LEGEND
ES101 ELECTRICAL SITE PLAN
ES102 ELECTRICAL SITE PLAN
ES103 ELECTRICAL SITE PLAN
ES104 ELECTRICAL SITE PLAN
ES105 ELECTRICAL SITE PLAN
ES501 ELECTRICAL SITE DETAILS
STRUCTURAL
S-001 GENERAL STRUCTURAL NOTES
S-002 GENERAL STRUCTURAL NOTES
S-003 COMPONENETS & CLADDING WIND LOAD DIAGRAM
S-004 ISOMETRIC VIEW
S-101 FOUNDATION PLAN - COMPREHENSIVE
S-102 FOUNDATION PLAN - AREA A
S-103 FOUNDATION PLAN - AREA B
INDEX
SHEET NUMBER SHEET NAME
S-111 ROOF FRAMING PLAN - COMPREHENSIVE
S-112 ROOF FRAMING PLAN - AREA A
S-113 ROOF FRAMING PLAN - AREA B
S-301 FOUNDATION DETAILS
S-302 FOUNDATION DETAILS
S-303 FOUNDATION DETAILS
S-304 FOUNDATION DETAILS
S-401 FRAMING DETAILS
S-402 FRAMING DETAILS
S-403 FRAMING DETAILS
S-404 FRAMING DETAILS
S-405 FRAMING DETAILS
S-406 FRAMING DETAILS
S-408 BRACED FRAME CONNECTIONS
S-501 BRACED FRAME ELEVATIONS
S-502 ELEVATION VIEWS
ARCHITECTURAL
A-001 ABBREVIATIONS, DRAWING ANNOTATIONS AND SYMBOL LEGEND
A-002 ABA ACCESSIBILITY GUIDELINES (FOR REFERENCE ONLY)
A-003 SEALANT, MASONRY JOINTS & MISC. STANDARD DETAILS
A-110 COMPREHENSIVE FIRST FLOOR PLAN
A-111 FIRST FLOOR ANNOTATION PLAN - AREA A
A-112 FIRST FLOOR ANNOTATION PLAN - AREA B
A-113 FIRST FLOOR DIMENSION PLAN - AREA A
A-114 FIRST FLOOR DIMENSION PLAN - AREA B
A-130 COMPREHENSIVE ROOF PLAN
A-140 FIRST FLOOR REFLECTED CEILING PLAN - COMPREHENSIVE
A-141 FIRST FLOOR REFLECTED CEILING PLAN - AREA A
A-142 FIRST FLOOR REFLECTED CEILING PLAN - AREA B
A-201 EXTERIOR ELEVATIONS
A-202 EXTERIOR ELEVATIONS
A-203 EXTERIOR ELEVATIONS
A-301 BUILDING SECTIONS
A-302 BUILDING SECTIONS
A-311 WALL SECTIONS
A-312 WALL SECTIONS
A-313 SECTION AT FIRING RANGE
A-314 ENTRANCE WALL DETAILS
A-315 ENTRANCE WALL DETAILS
A-401 ENLARGED PLAN - RESTROOMS
A-402 ENLARGED PLAN - CONTROL BOOTH
A-501 PLAN DETAILS
A-511 SECTION DETAILS
A-512 SECTION DETAILS
A-521 ROOF DETAILS
A-601 PARTITION SCHEDULE AND DETAILS
A-602 DEMISING WALL DETAILS
A-611 DOOR SCHEDULE, TYPES, AND DETAILS
A-612 DOOR AND WINDOW DETAILS - EXTERIOR
A-613 DOOR AND WINDOW DETAILS - EXTERIOR
A-614 DOOR DETAILS - INTERIOR
A-621 WINDOW SCHEDULE, TYPES, AND DETAILS
A-622 LOUVER ELEVATIONS AND DETAILS
A-631 RANGE STRIPING AND EQUIPMENT
INTERIORS
I-501 INTERIOR FINISH DETAILS
I-601 INTERIOR ROOM, COLOR AND MATERIAL FINISH SCHEDULE AND DETAILS
IG110 COMPREHENSIVE SIGNAGE PLAN
IG601 SIGNAGE SCHEDULE & SIGNAGE DETAILS
FIRE ALARM
FA001 FIRE ALARM LEGEND
FA101 FIRE ALARM & MASS NOTIFICATION PLAN - COMPREHENSIVE
FA102 FIRE ALARM & MASS NOTIFICATION PLAN - AREA A
FA103 FIRE ALARM & MASS NOTIFICATION PLAN - AREA B
FA701 FIRE ALARM / MASS NOTIFICATION RISER DIAGRAM & SYSTEM MATRIX
FIRE PROTECTION
FP101 FIRE PROTECTION FLOOR PLAN - COMPOSITE
FP401 ENLARGED FIRE PROTECTION RISER & PLAN
PLUMBING
P-001 PLUMBING LEGEND
P-101 FLOOR PLAN - DOMESTIC HOT AND COLD PIPING - COMPOSITE
P-102 FLOOR PLAN - DOMESTIC HOT AND COLD PIPING - AREA B
P-103 FLOOR PLAN - WASTE AND VENT PIPING - AREA B
P-104 FLOOR PLAN - RADON PIPING - AREA B
P-105 FLOOR PLAN - NATURAL GAS PIPING - AREA B
P-106 FLOOR PLAN - COMPRESSED AIR - COMPOSITE
P-301 PLUMBING SECTIONS
P-401 ENLARGED MECH ROOM 113 - FLOOR PLAN
P-402 ENLARGED MECH ROOM 112 - FLOOR PLAN
P-403 ENLARGED RESTROOMS - WASTE AND VENT
P-404 ENLARGED RESTROOMS - DOMESTIC HOT AND COLD PIPING
P-501 PLUMBING DETAILS
P-502 PLUMBING DETAILS
P-503 PLUMBING DETAILS
P-504 PLUMBING DETAILS
P-601 PLUMBING SCHEDULES
MECHANICAL
M-001 MECHANICAL GENERAL NOTES, ABBREVIATIONS
M-002 MECHANICAL LEGEND AND NOTES
M-101 HVAC PLAN
M-102 PARTIAL HVAC PLAN - AREA A
M-103 PARTIAL HVAC PLAN - AREA B
M-301 HVAC BUILDING SECTION
M-302 HVAC BUILDING SECTION
M-401 HVAC ENLARGED MECHANICAL ROOM PLANS
M-402 HVAC ENLARGED MECHANICAL ROOM SECTIONS
M-403 ISOMETRIC VIEW - MECHANICAL ROOM 112
M-404 ISOMETRIC VIEW - MECHANICAL ROOM 113
M-405 HVAC ISOMETRIC VIEW - AREA B
M-406 HVAC ISOMETRIC VIEW - RANGE SUPPLY DUCT PLAN
M-407 HVAC ISOMETRIC VIEW - RANGE EXHAUST DUCT PLAN
M-408 DUST COLLECTION UNIT DETAILS
M-501 HVAC DETAILS
M-502 HVAC DETAILS
INDEX
SHEET NUMBER SHEET NAME
M-503 HVAC DETAILS
M-601 HVAC SCHEDULES
M-602 HVAC SCHEDULES
M-603 HVAC SCHEDULES
M-700 CONTROLS LEGEND
M-701 HVAC CONTROL POINT SCHEDULE INSTRUCTION
M-702 HVAC CONTROL SCHEDULING AND ALARM SEQUENCING
M-703 HVAC CONTROL SYSTEM NETWORK
M-704 HVAC CONTROL SYSTEM NETWORK
M-705A RANGE VENITLATION HVU & EF CONTROL SCEHMATIC
M-705B RANGE VENTILATION RMCP CRITERA & SEQUENCE OF OPERATION
M-705C RANGE VENTILATION LADDER DIAGRAMS
M-705D RANGE VENTILATION POINTS SCHEDULE
M-706A DEDICATED OUTDOOR AIR UNIT DOAS-1 CONTROL SCHEMATIC
M-706B DEDICATED OUTDOOR AIR UNIT DOAS-1 LADDER DIAGRAMS
M-706C DEDICATED OUTDOOR AIR UNIT DOAS-1 SEQUENCE OF OPERATION
M-706F DEDICATED OUTDOOR AIR UNIT DOAS-1 POINTS SCHEDULE
M-707A AIR HANDLING UNIT AHU CONTROL SCHEMATIC
M-707B AIR HANDLING UNIT AHU SEQUENCE OF OPERATION, LADDER DIAGRAM, AND POINTS
SCHEDULE
M-708 ENERGY RECOVERY UNIT ERU-1 CONTROL SCHEMATIC, LADDER DIAGRAM, SEQUENCE OF
OPERATION AND POINTS SCHEDULE
M-709 ELECTRIC UNIT HEATER CONTROLS
M-710 DUCTLESS SPLIT SYSTEM AIR CONDITIONER CONTROLS
M-721 ENERGY AND WATER MONITORING SCHEMATICS AND POINTS LIST
M-722 ENERGY MONITORING LOGIC DIAGRAMS
MP101 HVAC PARTIAL PIPING PLAN - AREA B
ELECTRICAL
E-001 LEGEND AND ABBREVIATIONS
E-101 LIGHTING PLAN - COMPREHENSIVE
E-102 LIGHTING PLAN - AREA A
E-103 LIGHTING PLAN - AREA B
E-110 POWER PLAN - COMPREHENSIVE
E-111 POWER PLAN - AREA A
E-112 POWER PLAN - AREA B
E-120 MECHANICAL POWER PLAN - COMPREHENSIVE
E-121 MECHANICAL POWER PLAN - AREA A
E-122 MECHANICAL POWER PLAN - AREA B
E-140 LIGHTNING PROTECTION PLAN - COMPREHENSIVE
E-401 ENLARGED PLAN
E-501 LIGHTING SCHEDULES & DETAILS
E-502 LIGHTING DETAILS
E-503 ELECTRICAL DETAILS
E-504 ELECTRICAL DETAILS
E-505 ELECTRICAL DETAILS
E-506 ELECTRICAL DETAILS
E-507 LIGHTNING PROTECTION DETAILS
E-601 ONE-LINE DIAGRAM
E-602 PANEL SCHEDULES
E-603 PANEL SCHEDULES
E-701 ELECTRICAL SCHEDULES
TELECOMMUNICATIONS
T-001 TELECOMMUNICATIONS SYSTEMS LEGEND
T-101 TELECOM PLAN - COMPREHENSIVE
T-102 TELECOM PLAN - AREA A
T-103 TELECOM PLAN - AREA B
T-501 SYSTEMS DETAILS
T-502 SYSTEMS DETAILS
T-503 SYSTEMS DETAILS
T-601 SYSTEMS RISERS
Grand total: 247
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MATCHLINE - SEE SHEET GC103
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MATCHLINE - SEE SHEET GC102
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ESQD
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SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFRC
IP
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PROPOSED INDOOR SMALL ARMS RANGE
FINISHED FLOOR ELEVATION - 796.60
EAST BASIN
162' X 40'
NORTH BASIN
100' X 51'
WEST BASIN
30' X 117'
STORM LINE 1
SD
SD
SD
CB
CI
STORM LINE 4
HW1-1
CB1-2
CI1-3
HW1-4
HW1-6
CB4-1 HW4-2
N: 1971697.67 E: 191709.64
N: 1971697.79 E: 191686.41
N: 1971706.42 E: 191717.75
N: 1971590.77 E: 191363.77
N: 1971676.85 E: 191363.77
N: 1971686.85 E: 191373.77
N: 1971570.86 E: 191354.61
N: 1971580.38 E: 191658.03
N: 1971580.42 E: 191630.59
CB
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1. ALL DIMENSIONS ARE PROVIDED IN U.S. SURVEY FEET, UNLESS INDICATED
OTHERWISE.
2. DIMENSIONS ARE TO THE EDGE OF PAVEMENT.
3. CONTRACTOR TO COORDINATE CONSTRUCTION ACTIVITIES WITH
CONTRACTING OFFICER'S REPRESENTATIVE (COR) AND BASE PERSONNEL IN
ORDER TO ENSURE CONSTRUCTION ACTIVITIES DO NOT INTERFERE WITH
BASE ACTIVITIES OR OTHER CONSTRUCTION ACTIVITIES ON BASE.
4. ANY CHANGES MADE TO THE EROSION CONTROL PLANS, MUST BE
COORDINATED WITH THE COR. SILT FENCE MAY BE MODIFIED AS
NECESSITATED BY UTILITY INSTALLATION.
5. ONCE UTILITIES HAVE BEEN INSTALLED AND BACKFILLED, TRENCHES MUST
BE STABILIZED TO PREVENT EROSION.
6. SOILS IN SEDIMENT TRAPS MUST NOT BE AMENDED UNTIL AFTER 70%
GROUND COVER STABILIZATION OF PROPOSED DRAINAGE AREA PERVIOUS
AREAS.
7. CONTRACTOR TO STABILIZE SOILS WITH SEED MIX AS STATED IN
SPECIFICATION 32 92 19.
8. PROTECT TREES AS NECESSARY THROUGHOUT CONSTRUCTION. SEE DETAIL
J13 SHEET GC501.
9. SEE COORDINATES FOR CONTRACTOR WORK LIMITS (CWL) ON DEMOLITION
SHEETS, CD101-CD111.
GENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
PROPOSED CONSTRUCTION ENTRANCE, SEE DETAIL A1 SHEET
GC502
SF PROPOSED SILT FENCE (DETAIL A11, SHEET GC503)
ST PROPOSED SEDIMENT TRAP (DETAIL H1, SHEET GC503)
IP PROPOSED TEMPORARY INLET PROTECTION (DETAIL H11,
SHEET GC503)
RC PROPOSED ROCK DITCH CHECK (DETAIL A14, SHEET
GC502)
OP PROPOSED OUTLET PROTECTION (DETAIL J11, SHEET
GC502)
CE PROPOSED TEMPORARY CONSTRUCTION
INGRESS/EGRESS (DETAIL A1, SHEET GC502)
CW PROPOSED CONCRETE WASHOUT (DETAIL H1, SHEET
GC502)
1. PROPOSED CONTRACTOR LAYDOWN AND STAGING AREA.
2. INSTALL TREE PROTECTION ACCORDING TO DETAIL J13, SHEET GC501.
3. CONTRACTOR TO INSTALL CONSTRUCTION FENCE AROUND CONSTRUCTION
WORKER PARKING ON THE WEST PARKING LOT FOR BUILDING 596.
PROPOSED CONTRACTOR WORK LIMITS
PROPOSED CONTRACTOR LAYDOWN / STAGING AREA
DIP DROP INLET PROTECTION (DETAIL A1, SHEET GC503)
A1 SCALE: 1"=20'
EROSION CONTROL PLAN
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N: 1971438.4105 E: 191345.1722
N: 1971438.3012 E: 191309.4038
N: 1971371.6171 E: 191309.4038 N: 1971352.3657
E: 191696.9946
N: 1971257.1385 E: 191696.9946
N: 1971352.3662 E: 191576.5819
N: 1971371.6171 E: 191576.0795
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1. CONTRACTOR TO COORDINATE DEMOLITION ACTIVITIES WITH
CONTRACTING OFFICER'S REPRESENTATIVE (COR) AND BASE PERSONNEL
IN ORDER TO ENSURE CONSTRUCTION ACTIVITIES DO NOT INTERFERE
WITH BASE ACTIVITIES.
2. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES PRIOR TO ANY
CONSTRUCTION ACTIVITY.
3. EXISTING UTILITIES AND SITE STRUCTURES NOT IDENTIFIED FOR
DEMOLITION MUST BE PROTECTED DURING DEMOLITION AND
CONSTRUCTION.
4. DEMOLITION OF EXISTING SMALL ARMS RANGE FACILITY IS NOT TO OCCUR
UNTIL NEW RANGE FACILITY IS CONSTRUCTED AND TURNED OVER TO BASE
FOR OPERATIONS.
GENERAL SHEET NOTES
SHEET KEYNOTES
1. CONTRACTOR TO DEMOLISH EXISTING SMALL ARMS RANGE FENCE AND
GATE. IF GATE LOCK IS STILL PRESENT ON FENCE, CONTRACTOR TO
COORDINATE WITH COR TO RETURN LOCK TO PROPER BASE PERSONNEL.
2. CONTRACTOR TO DEMOLISH EXISTING UTILITIES ACCORDING TO
SPECIFICATION 02 41 00. COORDINATE WITH COR TO ENSURE BASE
PERSONNEL HAVE REMOVED ALL ITEMS FROM THE EXISTING FACILITY AND
HAVE FULLY OCCUPIED THE PROPOSED FACILITY. IF EXISTING UTILITIES ARE
EXCAVATED THEN THE CONTRACTOR MUST BACKFILL AND GRADE UTILITY
TRENCH TO EXISTING GROUND ELEVATIONS. THE CONTRACTOR MUST THEN
PERMANENTLY SEED DISTURBED GROUND. EXISTING UTILITIES ARE SHOWN
IN THE PLANS AND ADDITIONAL UTILITIES ARE SHOWN IN THE EXISTING
SMALL ARMS FACILITY SITE DETAILS ON SHEETS CD501 AND CD502. EXISTING
UTILITIES ARE TO BE DEMOLISHED ACCORDING TO PLAN SHEETS OR 10 FEET
FROM THE EXISTING FACILITY IF THE DEMOLITION EXTENT IS NOT SHOWN.
ALL UTILITIES DEMOLISHED MUST BE WATERTIGHT SEALED AND CAPPED. THE
CONTRACTOR MUST NOTIFY ALL UTILITY OWNER/OPERATORS MORE THAN 14
DAYS PRIOR TO DEMOLITION TO ENSURE SERVICES ARE NOT ACTIVE AT THE
TIME OF DEMOLITION.
3. DEMOLISH EXISTING SMALL ARMS RANGE FACILITY AND ADJACENT
SUPPORTING STRUCTURES. DEMOLITION INCLUDES THE EXISTING FACILITY
VERTICAL STRUCTURE, BUILDING PAD, AND FOUNDATION STRUCTURES.
CONTRACTOR TO USE TOPSOIL FROM PROPOSED RANGE SITE TO FILL THE
EXCAVATED FOUNDATION AREA. GRADE TO DRAIN TO EXISTING DRAINAGE
SYSTEMS. THE CONTRACTOR MUST THEN PERMANENTLY SEED DISTURBED
GROUND. SEE SHEETS CD501 AND CD502 FOR INFORMATION ON EXISTING
SMALL ARMS RANGE.
4. DEMOLISH EXISTING GRAVEL TRAIL AT INDICATED LOCATION. REMOVE
AGGREGATE AS NECESSARY TO GRADE FOR PROPOSED FACILITY AND
SUPPORTING STRUCTURES.
5. REMOVE EXISTING TREES TO BE REPLACED WITH LIKE KIND. SEE CIVIL SITE
(CS) SERIES SHEETS FOR LOCATIONS OF NEW TREES.
6. EXISTING RANGE ROAD TO REMAIN. CONTRACTOR TO TAKE NOTE OF
EXISTING CONDITION AND MAINTAIN DURING DEMOLITION.
7. EXISTING CURB AND GUTTER TO BE REMOVED TO TIE IN PROPOSED DRIVE TO
EXISTING PARKING AREA FOR EDGE KEY.
8. EXISTING FOOT GOLF HOLE TO BE RELOCATED. SEE LOCATION ON SHEET
CS105.
9. EXISTING FOOTGOLF HOLE TO BE TEMPORARILY REMOVED DURING
CONSTRUCTION. ONCE CONSTRUCTION IS COMPLETE, FOOTGOLF HOLE IS TO
BE REPLACED IN LOCATION ACCORDING TO SITE PLANS.
10. CURB AND GUTTER REMOVAL FOR PROPOSED CONSTRUCTION ENTRANCE TO
BE REPLACED TO EXISTING GRADE BY CONTRACTOR ONCE PROJECT IS
STABILIZED AND CONSTRUCTION ENTRANCE IS NO LONGER NEEDED.
11. EXPLOSIVE SAFETY QUANTITY DISTANCE (ESQD) FROM THE EXISTING
MUNITIONS STORAGE FACILITY TO THE WEST OF THE PROJECT. IF WORKING
WITHIN THE ESQD, CONTRACTOR MUST NOTIFY COR TO COORDINATE
CONSTRUCTION ACTIVITIES.
12. CONTRACTOR TO PROTECT TREES TO REMAIN ACCORDING TO DETAIL J13
SHEET GC501.
13. REMOVE EXISTING CATCH BASIN STRUCTURE.
14. REMOVE EXISTING 10 INCH CORRUGATED PE PIPE.
15. REMOVE AND REPLACE EXISTING SIGNS.
16. REMOVE AND REPLACE ASPHALT AND CURB DURING UTILITY CONSTRUCTION.
REPLACEMENT ASPHALT AND CURB MUST MATCH EXISTING PAVEMENT
SECTION, CURB TYPE, ELEVATIONS, AND GRADES. NO CURB ON EXISTING
SMALL ARMS RANGE ENTRANCE, CONTRACTOR TO REPLACE WITH MATCHING
PAVEMENT SECTION AND ELEVATIONS TO EXISTING DRIVE.
LEGEND
PROPOSED STRUCTURE AND PAVEMENT REMOVAL
PROPOSED LINEAR REMOVAL
PROPOSED TREE OR SHRUB REMOVAL
PROPOSED CONTRACTOR WORK LIMITS
_1
_1
A1 SCALE: 1"=20'
DEMOLITION PLAN
R
EV
IS
ED
IN
A C
C O
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1_
Pl an s-
MATCHLINE - SEE SHEET CD106
- SEE SHEET CD108
MATCHLINE - SEE SHEET CD108
- SEE SHEET CD109
SD SD
EX. 18" CMP
INV. = 791.03
WWW
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
SAN SAN SAN SAN SAN SAN SAN SAN SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
G G
G G
G G
G G G G G G
G
E
E
E
E
E
E
E
E
E E
E E
E E
E E
E E
E E
E E
E E
E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E
SD
SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SDSD SD SD SD
WWWWWWW
W W
W
W W
W W
W W
W W
W
EX. LIGHT POLE
N: 1971257.1385 E: 191981.9203
N: 1971193.1325 E: 192027.9072
N: 1971203.1316 E: 192027.9203
N: 1971433.4290 E: 192027.9203
N: 1971433.4290 E: 192024.0203
WWW
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
SAN SAN SAN SAN SAN SAN SAN SAN SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
G G
G G
G G
G G G G G G
G
E
E
E
E
E
E
E
E
E E
E E
E E
E E
E E
E E
E E
E E
E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E
SD
SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SDSD SD SD SD
WWWWWWW
W W
W
W W
W W
W W
W W
W
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SHEET ID
T.
S
M
IT
H
T.
F
R O
ST
C . C
AR
TE
R
J.
M
AC
M
IL
O F
D
EM
O
LI
TI
O
N P
LA
CD108
of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
IS
VI
LL
E
D
IS
TR
IC
T
D
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AR
TI
N L
U
TH
ER
K
IN
G
J R
. P L.
LO
U
IS
VI
LL
E, K Y
SE
PT
EM
BE
R
IS
SO
M A
IR
R
ES
ER
VE
B
AS
E
IN
D
O O
R S
M
AL
L
AR
M S
R
AN
G E
PN
C
TG
B1
2-
, P
, F
TI
FI
ED
F
IN
AL
1. CONTRACTOR TO COORDINATE DEMOLITION ACTIVITIES WITH
CONTRACTING OFFICER'S REPRESENTATIVE (COR) AND BASE PERSONNEL
IN ORDER TO ENSURE CONSTRUCTION ACTIVITIES DO NOT INTERFERE
WITH BASE ACTIVITIES.
2. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES PRIOR TO ANY
CONSTRUCTION ACTIVITY.
3. EXISTING UTILITIES AND SITE STRUCTURES NOT IDENTIFIED FOR
DEMOLITION MUST BE PROTECTED DURING DEMOLITION AND
CONSTRUCTION.
4. DEMOLITION OF EXISTING SMALL ARMS RANGE FACILITY IS NOT TO OCCUR
UNTIL NEW RANGE FACILITY IS CONSTRUCTED AND TURNED OVER TO BASE
FOR OPERATIONS.
GENERAL SHEET NOTES
SHEET KEYNOTES
1. CONTRACTOR TO DEMOLISH EXISTING SMALL ARMS RANGE FENCE AND
GATE. IF GATE LOCK IS STILL PRESENT ON FENCE, CONTRACTOR TO
COORDINATE WITH COR TO RETURN LOCK TO PROPER BASE PERSONNEL.
2. CONTRACTOR TO DEMOLISH EXISTING UTILITIES ACCORDING TO
SPECIFICATION 02 41 00. COORDINATE WITH COR TO ENSURE BASE
PERSONNEL HAVE REMOVED ALL ITEMS FROM THE EXISTING FACILITY AND
HAVE FULLY OCCUPIED THE PROPOSED FACILITY. IF EXISTING UTILITIES ARE
EXCAVATED THEN THE CONTRACTOR MUST BACKFILL AND GRADE UTILITY
TRENCH TO EXISTING GROUND ELEVATIONS. THE CONTRACTOR MUST THEN
PERMANENTLY SEED DISTURBED GROUND. EXISTING UTILITIES ARE SHOWN
IN THE PLANS AND ADDITIONAL UTILITIES ARE SHOWN IN THE EXISTING
SMALL ARMS FACILITY SITE DETAILS ON SHEETS CD501 AND CD502. EXISTING
UTILITIES ARE TO BE DEMOLISHED ACCORDING TO PLAN SHEETS OR 10 FEET
FROM THE EXISTING FACILITY IF THE DEMOLITION EXTENT IS NOT SHOWN.
ALL UTILITIES DEMOLISHED MUST BE WATERTIGHT SEALED AND CAPPED. THE
CONTRACTOR MUST NOTIFY ALL UTILITY OWNER/OPERATORS MORE THAN 14
DAYS PRIOR TO DEMOLITION TO ENSURE SERVICES ARE NOT ACTIVE AT THE
TIME OF DEMOLITION.
3. DEMOLISH EXISTING SMALL ARMS RANGE FACILITY AND ADJACENT
SUPPORTING STRUCTURES. DEMOLITION INCLUDES THE EXISTING FACILITY
VERTICAL STRUCTURE, BUILDING PAD, AND FOUNDATION STRUCTURES.
CONTRACTOR TO USE TOPSOIL FROM PROPOSED RANGE SITE TO FILL THE
EXCAVATED FOUNDATION AREA. GRADE TO DRAIN TO EXISTING DRAINAGE
SYSTEMS. THE CONTRACTOR MUST THEN PERMANENTLY SEED DISTURBED
GROUND. SEE SHEETS CD501 AND CD502 FOR INFORMATION ON EXISTING
SMALL ARMS RANGE.
4. DEMOLISH EXISTING GRAVEL TRAIL AT INDICATED LOCATION. REMOVE
AGGREGATE AS NECESSARY TO GRADE FOR PROPOSED FACILITY AND
SUPPORTING STRUCTURES.
5. REMOVE EXISTING TREES TO BE REPLACED WITH LIKE KIND. SEE CIVIL SITE
(CS) SERIES SHEETS FOR LOCATIONS OF NEW TREES.
6. EXISTING RANGE ROAD TO REMAIN. CONTRACTOR TO TAKE NOTE OF
EXISTING CONDITION AND MAINTAIN DURING DEMOLITION.
7. EXISTING CURB AND GUTTER TO BE REMOVED TO TIE IN PROPOSED DRIVE TO
EXISTING PARKING AREA FOR EDGE KEY.
8. EXISTING FOOT GOLF HOLE TO BE RELOCATED. SEE LOCATION ON SHEET
CS105.
9. EXISTING FOOTGOLF HOLE TO BE TEMPORARILY REMOVED DURING
CONSTRUCTION. ONCE CONSTRUCTION IS COMPLETE, FOOTGOLF HOLE IS TO
BE REPLACED IN LOCATION ACCORDING TO SITE PLANS.
10. CURB AND GUTTER REMOVAL FOR PROPOSED CONSTRUCTION ENTRANCE TO
BE REPLACED TO EXISTING GRADE BY CONTRACTOR ONCE PROJECT IS
STABILIZED AND CONSTRUCTION ENTRANCE IS NO LONGER NEEDED.
11. EXPLOSIVE SAFETY QUANTITY DISTANCE (ESQD) FROM THE EXISTING
MUNITIONS STORAGE FACILITY TO THE WEST OF THE PROJECT. IF WORKING
WITHIN THE ESQD, CONTRACTOR MUST NOTIFY COR TO COORDINATE
CONSTRUCTION ACTIVITIES.
12. CONTRACTOR TO PROTECT TREES TO REMAIN ACCORDING TO DETAIL J13
SHEET GC501.
13. REMOVE EXISTING CATCH BASIN STRUCTURE.
14. REMOVE EXISTING 10 INCH CORRUGATED PE PIPE.
15. REMOVE AND REPLACE EXISTING SIGNS.
16. REMOVE AND REPLACE ASPHALT AND CURB DURING UTILITY CONSTRUCTION.
REPLACEMENT ASPHALT AND CURB MUST MATCH EXISTING PAVEMENT
SECTION, CURB TYPE, ELEVATIONS, AND GRADES. NO CURB ON EXISTING
SMALL ARMS RANGE ENTRANCE, CONTRACTOR TO REPLACE WITH MATCHING
PAVEMENT SECTION AND ELEVATIONS TO EXISTING DRIVE.
LEGEND
PROPOSED STRUCTURE AND PAVEMENT REMOVAL
PROPOSED LINEAR REMOVAL
PROPOSED TREE OR SHRUB REMOVAL
PROPOSED CONTRACTOR WORK LIMITS
_1
_1
A1 SCALE: 1"=20'
DEMOLITION PLAN
R
EV
IS
ED
IN
A C
C O
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C
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IT
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A M
EN
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_1
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1_
Pl an s-
MATCHLINE - SEE SHEET CS103
- SEE SHEET CS105
SD
PI
: 2
+3 9.
PI
: 2
+8 7.
PC
: 4
+4 1.
PT: 4+98.21
5+00
N: 1971586.25 E: 191448.64
N: 1971620.92 E: 191490.03
N: 1971625.92 E: 191483.08
N: 1971625.92 E: 191431.61
N: 1971595.92 E: 191401.61
N: 1971551.46 E: 191646.40
N: 1971637.92 E: 191369.61
N: 1971669.92 E: 191490.03
R5' R5'
N: 1971637.92 E: 191478.03
ACCESS
ACCESS
PROPOSED INDOOR
SMALL ARMS RANGE
N: 1971617.92 E: 191369.61
N: 1971595.92 E: 191389.61
5.
5'
5.
5'
5'
5'
5'
2.
5'
N: 1971637.92 E: 191389.61
N: 1971561.19 E: 191401.61
N: 1971669.92 E: 191634.03
N: 1971573.04 E: 191631.40
21'
6'
R5'
14'
11'
R10'
9'
N: 1971617.92 E: 191389.61
N: 1971573.16 E: 191444.62
4.99' (TYP.)
6'
5'
13.71' (TYP.)6'
(T
YP
.)4' (TYP.)
3' (T
YP
N: 1971561.19 E: 191444.62
N: 1971580.25 E: 191473.76
N: 1971580.25 E: 191453.70
10.13'
N: 1971573.16 E: 191585.64
N: 1971573.16 E: 191571.90
N: 1971597.92 E: 191490.03
N: 1971631.92 E: 191431.61
N: 1971595.92 E: 191395.61
6'
6' 6'
5.
5'
4.
6'
2.
5'
20'
9.87'
N: 1971601.26 E: 191483.63
15.00'
AG
G
R
EG
ATE TR
AIL
ESQD
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
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SHEET ID
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S
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IT
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F
R O
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C . C
AR
TE
R
J.
M
AC
M
IL
LA
N C
IV
IL
S
IT
E
PL
AN
CS103
ISAR
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
D
R . M
AR
TI
N L
U
TH
ER
K
IN
G
J R
. P L.
LO
U
IS
VI
LL
E, K Y
SE
PT
EM
BE
R
AN
SI
D
G R
IS
SO
M A
IR
R
ES
ER
VE
B
AS
E
IN
D
O O
R S
M
AL
L
AR
M S
R
AN
G E
PN
C
TG
B1
2-
, P
, F Y
C
ER
TI
FI
ED
F
IN
AL
1. ALL DIMENSIONS ARE PROVIDED IN U.S. SURVEY FEET, UNLESS INDICATED
OTHERWISE.
2. DIMENSIONS ARE TO THE EDGE OF PAVEMENT.
3. CONTRACTOR TO COORDINATE CONSTRUCTION ACTIVITIES WITH THE
CONTRACTING OFFICER'S REPRESENTATIVE (COR) AND BASE PERSONNEL IN
ORDER TO ENSURE CONSTRUCTION ACTIVITIES DO NOT INTERFERE WITH
BASE ACTIVITIES OR OTHER CONSTRUCTION ACTIVITIES.
4. FOR GRADING AND DRAINAGE, SEE GRADING SHEETS CG101-CG104.
5. ANY WORK PERFORMED WITHIN THE EXPLOSION SAFETY QUANTITY
DISTANCE SHALL BE COORDINATED WITH THE COR AND BASE PERSONNEL
PRIOR TO WORK BEING PERFORMED.
GENERAL SHEET NOTES
SHEET KEYNOTES
PROPOSED ASPHALT PAVEMENT (DETAIL G9, SHEET CS501)
PROPOSED CONCRETE PAVED SIDEWALKS, MECHANICAL PADS /
YARD, AND DUMPSTER PAD (AS NOTED)
PROPOSED AGGREGATE PAVEMENT (AS NOTED)
PROPOSED STORMWATER MANAGEMENT BASIN
(DETAIL A1 SHEET CG503 AND CG504)
CB PROPOSED CATCH BASIN (DETAIL A11, SHEET CG501)
SD PROPOSED STORM SEWER PIPE
PROPOSED CONIFEROUS TREE
KEY MAP
PROPOSED BOLLARD (DETAIL H5, SHEET CS502)
1. INSTALL NO SMOKING WITHIN 50' OF FACILITY SIGN. SEE DETAIL A9 ON SHEET
CS502.
2. INSTALL CONCRETE SIDEWALK, SEE DETAIL A1 SHEET CS501.
3. 33' ATFP SETBACK.
4. COVERED SIDEWALK AREA FOR ENTRY TO THE INDOOR SMALL ARMS RANGE.
5. TIE PROPOSED INDOOR SMALL ARMS RANGE ENTRANCE INTO EXISTING
PARKING AREA WITH EDGE KEY. SEE DETAIL L5 SHEET CS501.
6. PROVIDE REGRADE OF EXISTING GRAVEL TRAIL. AGGREGATE SECTION
PROVIDED ON SHEET CS501, DETAIL L8.
7. INSTALL CONCRETE DUMPSTER PAD FOR GARBAGE PICKUP. SEE DETAIL A11
SHEET CS501.
8. EXISTING AGGREGATE TRAIL TO BE PAVED WITH ASPHALT. GRADES TO
MATCH EXISTING TRAIL GRADES WHERE ELEVATIONS NOT PROVIDED.
PAVEMENT SECTION ACCORDING TO DETAIL A16, CS502.
9. PROVIDE ASPHALT PAVEMENT SECTION FOR ACCESS TO FACILITY PROVIDED
ON SHEET CS501, DETAIL G9.
10. INSTALL MECHANICAL EQUIPMENT YARD. SEE DETAIL D11 SHEET CS501.
11. INSTALL CONCRETE CURB TAPER. SEE DETAIL G5, SHEET CS501.
12. INSTALL SIDEWALK RAMP WITH TRUNCATED DOMES. SEE DETAIL A1 SHEET
CS503.
13. AGGREGATE PAVEMENT, SEE DETAIL G16, SHEET CS501. BID OPTION 001 IS
TO PAVE THIS AREA WITH ASPHALT. USE KEYNOTE 9 FOR BID OPTION 001.
14. RELOCATED FOOTGOLF HOLE.
15. CONTRACTOR TO PROVIDE SIGNAGE FOR PEDESTRIAN TRAIL ALTERNATE
ROUTE DURING CONSTRUCTION. CONTRACTOR TO USE DETOUR SIGNAGE
ACCORDING TO MUTCD M4-9B FOR PEDESTRIAN DETOURS. PLACEMENT OF
SIGNAGE IS ACCORDING TO PLANS. L FOR LEFT ARROW AND R FOR RIGHT
ARROW. PATH DIRECTION IS FROM NORTH TO SOUTH.
16. EXPLOSIVE SAFETY QUANTITY DISTANCE OUTER LIMIT FROM MUNITIONS
STORAGE FACILITY WEST OF SITE.
17. INSTALL CURB AND GUTTER TO BE INSTALLED PER DETAIL L15 SHEET CS501.
18. INSTALL FACILITY SIGN SEE DETAIL J11 SHEET CS502.
19. INSTALL MECHANICAL EQUIPMENT PAD/PATH, SEE DETAIL D11 SHEET CS501.
20. INSTALL PIPE BOLLARD. SEE DETAIL H5, SHEET CS502.
21. CONTRACTOR TO REPAIR ASPHALT PAVEMENT AND CURB FROM UTILITY CUT.
ASPHALT SECTION TO MATCH EXISTING AND CURB TO BE REPLACED WITH
LIKE KIND TO THE EXISTING ELEVATIONS.
22. BID OPTION 2. INSTALL CONCRETE MECHANICAL EQUIPMENT PAD FOR AUGER
SYSTEM STORAGE BARREL, SEE DETAIL D11 SHEET CS501.
LEGEND
_1
A1 SCALE: 1"=20'
CIVIL SITE PLAN
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
FE
B
_1
W
2Q R
B0
1_
Pl an s-
MATCHLINE - SEE SHEET CS104
- SEE SHEET CS106
MATCHLINE - SEE SHEET CS106
- SEE SHEET CS107
SD SD
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SHEET ID
T.
S
M
IT
H
T.
F
R O
ST
C . C
AR
TE
R
J.
M
AC
M
IL
LA
N C
IV
IL
S
IT
E
PL
AN
CS106
ISAR
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
D
R . M
AR
TI
N L
U
TH
ER
K
IN
G
J R
. P L.
LO
U
IS
VI
LL
E, K Y
SE
PT
EM
BE
R
AN
SI
D
G R
IS
SO
M A
IR
R
ES
ER
VE
B
AS
E
IN
D
O O
R S
M
AL
L
AR
M S
R
AN
G E
PN
C
TG
B1
2-
, P
, F Y
C
ER
TI
FI
ED
F
IN
AL
1. ALL DIMENSIONS ARE PROVIDED IN U.S. SURVEY FEET, UNLESS INDICATED
OTHERWISE.
2. DIMENSIONS ARE TO THE EDGE OF PAVEMENT.
3. CONTRACTOR TO COORDINATE CONSTRUCTION ACTIVITIES WITH THE
CONTRACTING OFFICER'S REPRESENTATIVE (COR) AND BASE PERSONNEL IN
ORDER TO ENSURE CONSTRUCTION ACTIVITIES DO NOT INTERFERE WITH
BASE ACTIVITIES OR OTHER CONSTRUCTION ACTIVITIES.
4. FOR GRADING AND DRAINAGE, SEE GRADING SHEETS CG101-CG104.
5. ANY WORK PERFORMED WITHIN THE EXPLOSION SAFETY QUANTITY
DISTANCE SHALL BE COORDINATED WITH THE COR AND BASE PERSONNEL
PRIOR TO WORK BEING PERFORMED.
GENERAL SHEET NOTES
SHEET KEYNOTES
PROPOSED ASPHALT PAVEMENT (DETAIL G9, SHEET CS501)
PROPOSED CONCRETE PAVED SIDEWALKS, MECHANICAL PADS /
YARD, AND DUMPSTER PAD (AS NOTED)
PROPOSED AGGREGATE PAVEMENT (AS NOTED)
PROPOSED STORMWATER MANAGEMENT BASIN
(DETAIL A1 SHEET CG503 AND CG504)
CB PROPOSED CATCH BASIN (DETAIL A11, SHEET CG501)
SD PROPOSED STORM SEWER PIPE
PROPOSED CONIFEROUS TREE
KEY MAP
PROPOSED BOLLARD (DETAIL H5, SHEET CS502)
1. INSTALL NO SMOKING WITHIN 50' OF FACILITY SIGN. SEE DETAIL A9 ON SHEET
CS502.
2. INSTALL CONCRETE SIDEWALK, SEE DETAIL A1 SHEET CS501.
3. 33' ATFP SETBACK.
4. COVERED SIDEWALK AREA FOR ENTRY TO THE INDOOR SMALL ARMS RANGE.
5. TIE PROPOSED INDOOR SMALL ARMS RANGE ENTRANCE INTO EXISTING
PARKING AREA WITH EDGE KEY. SEE DETAIL L5 SHEET CS501.
6. PROVIDE REGRADE OF EXISTING GRAVEL TRAIL. AGGREGATE SECTION
PROVIDED ON SHEET CS501, DETAIL L8.
7. INSTALL CONCRETE DUMPSTER PAD FOR GARBAGE PICKUP. SEE DETAIL A11
SHEET CS501.
8. EXISTING AGGREGATE TRAIL TO BE PAVED WITH ASPHALT. GRADES TO
MATCH EXISTING TRAIL GRADES WHERE ELEVATIONS NOT PROVIDED.
PAVEMENT SECTION ACCORDING TO DETAIL A16, CS502.
9. PROVIDE ASPHALT PAVEMENT SECTION FOR ACCESS TO FACILITY PROVIDED
ON SHEET CS501, DETAIL G9.
10. INSTALL MECHANICAL EQUIPMENT YARD. SEE DETAIL D11 SHEET CS501.
11. INSTALL CONCRETE CURB TAPER. SEE DETAIL G5, SHEET CS501.
12. INSTALL SIDEWALK RAMP WITH TRUNCATED DOMES. SEE DETAIL A1 SHEET
CS503.
13. AGGREGATE PAVEMENT, SEE DETAIL G16, SHEET CS501. BID OPTION 001 IS
TO PAVE THIS AREA WITH ASPHALT. USE KEYNOTE 9 FOR BID OPTION 001.
14. RELOCATED FOOTGOLF HOLE.
15. CONTRACTOR TO PROVIDE SIGNAGE FOR PEDESTRIAN TRAIL ALTERNATE
ROUTE DURING CONSTRUCTION. CONTRACTOR TO USE DETOUR SIGNAGE
ACCORDING TO MUTCD M4-9B FOR PEDESTRIAN DETOURS. PLACEMENT OF
SIGNAGE IS ACCORDING TO PLANS. L FOR LEFT ARROW AND R FOR RIGHT
ARROW. PATH DIRECTION IS FROM NORTH TO SOUTH.
16. EXPLOSIVE SAFETY QUANTITY DISTANCE OUTER LIMIT FROM MUNITIONS
STORAGE FACILITY WEST OF SITE.
17. INSTALL CURB AND GUTTER TO BE INSTALLED PER DETAIL L15 SHEET CS501.
18. INSTALL FACILITY SIGN SEE DETAIL J11 SHEET CS502.
19. INSTALL MECHANICAL EQUIPMENT PAD/PATH, SEE DETAIL D11 SHEET CS501.
20. INSTALL PIPE BOLLARD. SEE DETAIL H5, SHEET CS502.
21. CONTRACTOR TO REPAIR ASPHALT PAVEMENT AND CURB FROM UTILITY CUT.
ASPHALT SECTION TO MATCH EXISTING AND CURB TO BE REPLACED WITH
LIKE KIND TO THE EXISTING ELEVATIONS.
22. BID OPTION 2. INSTALL CONCRETE MECHANICAL EQUIPMENT PAD FOR AUGER
SYSTEM STORAGE BARREL, SEE DETAIL D11 SHEET CS501.
LEGEND
_1
A1 SCALE: 1"=20'
CIVIL SITE PLAN
_1
R
EV
IS
ED
IN
A C
C O
R D
AN
C
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IT
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A M
EN
D
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2Q R
B0
1_
Pl an s-
PT: 4+98.21
ACCESS
ACCESS
MATCHLINE - SEE SHEET CG102
- SEE SHEET CG104
ESQD
SDSD
PROPOSED INDOOR SMALL ARMS RANGE
FINISHED FLOOR ELEVATION - 796.60
EAST BASIN
162' X 40'
NORTH BASIN
100' X 51'
WEST BASIN
30' X 117'
STORM LINE 1
SD
SD
SD
CB
CI
STORM LINE 4
HW1-1
CB1-2
CI1-3
HW1-4
HW1-6
CB4-1 HW4-2
N: 1971697.67 E: 191709.64
N: 1971697.79 E: 191686.41
N: 1971706.42 E: 191717.75
N: 1971590.77 E: 191363.77
N: 1971676.85 E: 191363.77
N: 1971686.85 E: 191373.77
N: 1971570.86 E: 191354.61
N: 1971580.38 E: 191658.03
N: 1971580.42 E: 191630.59
CB
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US Army Corps of Engineers
U .S
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1. ALL DIMENSIONS ARE PROVIDED IN U.S. SURVEY FEET, UNLESS INDICATED
OTHERWISE.
2. DIMENSIONS ARE TO THE EDGE OF PAVEMENT.
3. CONTRACTOR TO COORDINATE CONSTRUCTION ACTIVITIES WITH
CONTRACTING OFFICER REPRESENTATIVE (COR) AND BASE PERSONNEL IN
ORDER TO ENSURE CONSTRUCTION ACTIVITIES DO NOT INTERFERE WITH
BASE ACTIVITIES OR OTHER CONSTRUCTION ACTIVITIES ON BASE.
4. SEE DEMOLITION PLANS (CD101-CD111) FOR COORDINATES ON CONTRACTOR
WORK LIMITS (CWL).
5. UNLESS OTHERWISE NOTED, ALL DISTURBED AREAS ARE TO BE SEEDED PER
SPECIFICATION 32 92 19.
6. CONTOUR INTERVAL IS 1 FT.
7. SEE SHEET CG201 FOR STORM LINE PROFILES.
GENERAL SHEET NOTES
SHEET KEYNOTES
1. INSTALL STORMWATER MANAGEMENT BASINS TO INCLUDE IMPORTED SOILS
REPLACING EXISTING SOILS FOR INFILTRATION WATER QUALITY TREATMENT.
SEE BASIN DETAILS A1 ON SHEETS CG503 AND CG504. SEE SPECIFICATION 33
40 00 FOR IMPORTED SOILS.
2. INSTALL DRAINAGE DITCH TO CONVEY SURFACE RUNOFF TO BASINS.
3. PROVIDE PERFORATED UNDERDRAIN SYSTEM FOR SOUTH BASIN. SEE DETAIL
A1, SHEET CG504.
4. PROVIDE 12" REINFORCED CONCRETE CULVERT.
5. TIE PROPOSED INDOOR SMALL ARMS RANGE ENTRANCE INTO EXISTING
PARKING AREA. MATCH GRADE INITIALLY WITH PARKING LOT TO TRANSITION
TO CROWN 1.5% SLOPE AND ROLL CURB TO SOUTH SIDE OF ASPHALT
PAVEMENT.
6. GRAVEL TRAIL TO BE REPLACED AND GRADE TO TIE INTO EDGE OF
PAVEMENT TO NORTH OF ASPHALT PAVEMENT.
7. INSTALL AGGREGATE LAYDOWN AREA FOR CONTRACTOR TO REMAIN IN
PLACE. INSTALL ACCORDING TO CS501.
8. INSTALL ASPHALT PAVEMENT SECTION FOR ACCESS TO FACILITY PROVIDED
ON SHEET CS501.
9. INSTALL AGGREGATE PAVEMENT. SEE SECTION ON SHEET CS501.
10. INSTALL NORTH BASIN EMERGENCY OVERFLOW WEIR TO BE PLACED OFFSET
FROM OUTLET PIPE AND HEADWALLS TO PREVENT EROSION. WEIR LENGTH IS
10 FEET AND TO BE PROTECTED BY EROSION CONTROL BLANKETS LACED
WITH SEED THAT MATCHES PERMANENT SEEDING. SEE DETAIL A1 SHEET
CG503.
11. INSTALL SOUTH BASIN EMERGENCY OVERFLOW WEIR. WEIR LENGTH IS 10
FEET. WEIR TO BE PROTECTED BY EROSION CONTROL BLANKETS LACED
WITH SEED THAT MATCHES PERMANENT SEEDING. SEE DETAIL A1 SHEET
CG504.
12. DOWNSPOUT TO SPLASH BLOCK ACCORDING TO DETAIL A11, SHEET CG502.
13. PAVEMENT EXPOSED DRAINAGE LAYER TO BE INSTALLED. SEE DETAIL A1,
SHEET CG505.
14. PAVEMENT EXPOSED DRAINAGE LAYER TO BE INSTALLED IF BID OPTION 001
IS AWARDED. SEE DETAIL A1, SHEET CG505.
15. INSTALL STORM LINE 3, THREE 6 INCH PVC STORM SEWER PIPE PLACED NEXT
TO EACH OTHER WITH 1' GAP ON CENTER. SEE PROFILE SHEET CG201. SEE
INLET AND OUTLET PROTECTION DETAIL H11, SHEET CG501 FOR SLOPE
PROTECTION. END SECTIONS ARE TO BE MITERED TO CONFORM WITH THE
PROPOSED SLOPE GRADE. AGGREGATE INLET AND OUTLET PROTECTIONS
ARE TO BE SLOPED TO THE PROPOSED GRADE.
16. EXISTING RANGE TO BE DEMOLISHED. EXCAVATED FOUNDATION AREAS ARE
TO BE FILLED IN WITH TOPSOILS FROM THE PROPOSED RANGE SITE AND
GRADED TO DRAIN TO EXISTING STORMWATER SYSTEMS. CONTRACTOR TO
PERMANENTLY SEED ONCE FINAL GRADE IS PROVIDED.
LEGEND
PROPOSED STORMWATER MANAGEMENT BASIN
SEE DETAILS A1 SHEET CG503 AND A1 SHEET CG504
CB PROPOSED CATCH BASIN SEE DETAIL A11 SHEET CG501
PROPOSED STORM SEWER PIPE
PROPOSED 12" PRECAST CONCRETE END SECTION
(ACCORDING TO DETAIL H1, CG501)
PROPOSED CONIFEROUS TREE
PLANTING PER SPECIFICATIONS
PROPOSED CURB INLET TYPE D, SEE DETAIL H1, SHEET CG502CI
PROPOSED INFILTRATION MATERIAL, SEE DETAILS A1, SHEET
CG503 AND A1 SHEET CG504
OP PROPOSED OBSERVATION PORT, SEE DETAIL A1, SHEET CG504
A1 SCALE: 1"=20'
GRADING PLAN
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ACCESS
ACCESS
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WWWWWW
N: 1971428.76 E: 191673.76
N: 1971426.42 E: 191705.96
G
SOUTH BASIN
9WEST BASIN
MATCHLINE - SEE SHEET CU105
- SEE SHEET CU107
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US Army Corps of Engineers
U .S
. A R
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1. ALL DIMENSIONS ARE PROVIDED IN U.S. SURVEY FEET, UNLESS INDICATED
OTHERWISE.
2. CONTRACTOR TO COORDINATE UTILITY CONSTRUCTION ACTIVITIES WITH THE
CONTRACTING OFFICER REPRESENTATIVE (COR) AND BASE PERSONNEL IN
ORDER TO ENSURE CONSTRUCTION ACTIVITIES DO NOT INTERFERE WITH
BASE ACTIVITIES. ANY UTILITY WORK WILL BE PERFORMED AS BEST TO
REDUCE UTILITY IMPACTS TO BASE PERSONNEL.
3. EXISTING UTILITY LOCATIONS ARE TO BE VERIFIED BY THE CONTRACTOR TO
ENSURE LOCATION MATCHES PLANS.
4. WHEN PROPOSED UTILITIES CROSS EXISTING ROADS OR ACCESSWAYS,
CONTRACTOR MUST ENSURE ROADS AND ACCESSES STAY OPEN TO TRAFFIC
AT ALL TIMES.
5. SEE DEMOLITION PLANS (CD101-CD111) FOR COORDINATES OF CONTRACTOR
WORK LIMITS (CWL).
6. SEE GRADING PLANS (CG101-CG104) FOR STORM SEWER LOCATION AND
PROFILES.
7. WHEN CONSTRUCTING UTILITIES WITHIN THE EXPLOSIVE SAFETY QUANTITY
DISTANCE, CONTRACTOR MUST COORDINATE ACTIVITIES WITH COR AND
BASE PERSONNEL.
8. WHERE WATER LINE CROSSES EXISTING OR PROPOSED UTILITIES, WATER
LINE IS TO GO UNDER UTILITIES UNLESS 4.5' (54") OF COVER CAN BE
MAINTAINED.
GENERAL SHEET NOTES
SHEET KEYNOTES
1. ELECTRICAL TIE IN POINT TO EXISTING INFRASTRUCTURE.
2. PROVIDE 3 PHASE MEDIUM VOLTAGE SERVICE CONDUCTORS TO PROPOSED
FACILITY. SEE ELECTRICAL (ES) SHEETS FOR ADDITIONAL INFORMATION.
3. TELECOMMUNICATIONS TIE IN POINT AT HAND HOLE LOCATED ADJACENT TO
EXISTING SMALL ARMS RANGE FACILITY.
4. INSTALL 12 STRANDS SINGLE MODE FIBER OPTIC CABLE AND 25 PAIRS
COPPER PULLED FROM BUILDING 629 (EXISTING SMALL ARMS RANGE)
THROUGH EXISTING HAND HOLE HH-629-1 ADJACENT TO GRISSOM AVE.
CONTRACTOR RESPONSIBLE FOR NEW FIBER AND COPPER AND 4" PVC
CONDUIT WITH 3-CELL MAXCELL INNERDUCT WITH 1 4" SPARE PVC CONDUIT
FROM HH-629 TO TELECOMMUNICATIONS ROOM.
5. PROPOSED TIE IN TO EXISTING SANITARY SEWER MANHOLE. CONTRACTOR
TO CUT MANHOLE TO ACCEPT 6 INCH SERVICE LINE FROM INDOOR SMALL
ARMS RANGE FACILITY.
6. PROVIDE 6 INCH SDR 35 PVC SANITARY SEWER LINE.
7. PROVIDE 2" GAS SERVICE LINE TO BUILDING.
8. PROPOSED GAS TIE IN POINT WITH EXISTING 2 INCH GAS MAIN.
9. INSTALL 2" PVC DOMESTIC WATER LINE SERVICE CONNECTION TO PROPOSED
FACILITY. INSTALLED TO 4.5' DEPTH.
10. PROVIDE TIE IN FOR 12" WATER SERVICE LINE TO FACILITY TO THE 12"
PROPOSED PVC MAIN RUNNING ADJACENT TO GRISSOM AVE.
11. PROVIDE WET TAP TIE IN FOR PROPOSED 12" PVC WATER MAIN TO THE
EXISTING 8" PE WATER MAIN. SEE DETAIL H14, SHEET CU501.
12. PROVIDE 12" PVC WATER MAIN LINE.
13. PROVIDE WET TAP CONNECTION POINT FOR THE PROPOSED 12" WATER MAIN
TO THE EXISTING 12" WATER MAIN. SEE DETAIL H14, SHEET CU501.
14. PROVIDE SANITARY SEWER CLEANOUT, SEE DETAIL A14, CU501.
15. PROVIDE FIRE HYDRANT, SEE DETAIL A1, CU501. INSTALL BOLLARDS TO
PROTECT NEW HYDRANT ACCORDING TO DETAIL.
16. PROVIDE 6" FIRE WATER SERVICE LINE TO TIE INTO FACILITY.
17. PROVIDE GATE VALVE. SIZE BASED ON PROPOSED WATER LINE. SEE DETAIL
A8, SHEET CU501.
18. PROVIDE 8" FIRE WATER LINE.
19. UTILITY TO BE DIRECTIONALLY DRILLED UNDER DRAGONFLY LN IN
ACCORDANCE TO SPECIFICATION 33 05 23.13.
20. PROVIDE 6" POST INDICATOR VALVE. INSTALL BOLLARDS AROUND TO
PROTECT PIV ACCORDING TO DETAIL.
21. PROVIDE REDUCER 12" MAIN LINE TO 2" DOMESTIC WATER LINE TIE-IN.
22. PROVIDE REDUCER 12" MAIN LINE TO 8" FIRE WATER LINE.
23. WATER LINE TO BE DIRECTIONALLY DRILLED UNDER GOVERNMENT DITCH IN
ACCORDANCE TO SPECIFICATION 33 05 23.13.
LEGEND
E
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PROVIDE ELECTRICAL 3 PHASE
PROVIDE WATER MAIN 12" PVC
PROVIDE FIRE WATER SERVICE 6" PVC
PROVIDE DOMESTIC WATER SERVICE LINE 2" PVC
PROVIDE TELECOMMUNICATIONS LINE
PROVIDE 2" GAS SERVICE LINE, PE PIPING
PROVIDE FIRE HYDRANT (DETAIL A1, SHEET CU501)
PROVIDE GATE VALVE (VARIABLE SIZE, SEE PLANS)
(DETAIL A8, SHEET CU501)
PROVIDE SANITARY SEWER CLEANOUT (DETAIL A14, SHEET
CU501)
PROVIDE POST INDICATOR VALVE
PROVIDE GAS METER, SEE DETAIL A1 SHEET P-502
_1
A1 SCALE: 1"=20'
UTILITY PLAN
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COMM
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W W
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N: 1971326.87 E: 192004.07
N: 1971225.73 E: 192003.57
WW
W
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W W
W W
WWWWWWWWWWWW
N: 1971315.80 E: 192004.01
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
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SAN SAN SAN SAN SAN SAN SAN SAN SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
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SD
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MATCHLINE - SEE SHEET CU106
- SEE SHEET CU108
MATCHLINE - SEE SHEET CU108
- SEE SHEET CU109
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US Army Corps of Engineers
U .S
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1. ALL DIMENSIONS ARE PROVIDED IN U.S. SURVEY FEET, UNLESS INDICATED
OTHERWISE.
2. CONTRACTOR TO COORDINATE UTILITY CONSTRUCTION ACTIVITIES WITH THE
CONTRACTING OFFICER REPRESENTATIVE (COR) AND BASE PERSONNEL IN
ORDER TO ENSURE CONSTRUCTION ACTIVITIES DO NOT INTERFERE WITH
BASE ACTIVITIES. ANY UTILITY WORK WILL BE PERFORMED AS BEST TO
REDUCE UTILITY IMPACTS TO BASE PERSONNEL.
3. EXISTING UTILITY LOCATIONS ARE TO BE VERIFIED BY THE CONTRACTOR TO
ENSURE LOCATION MATCHES PLANS.
4. WHEN PROPOSED UTILITIES CROSS EXISTING ROADS OR ACCESSWAYS,
CONTRACTOR MUST ENSURE ROADS AND ACCESSES STAY OPEN TO TRAFFIC
AT ALL TIMES.
5. SEE DEMOLITION PLANS (CD101-CD111) FOR COORDINATES OF CONTRACTOR
WORK LIMITS (CWL).
6. SEE GRADING PLANS (CG101-CG104) FOR STORM SEWER LOCATION AND
PROFILES.
7. WHEN CONSTRUCTING UTILITIES WITHIN THE EXPLOSIVE SAFETY QUANTITY
DISTANCE, CONTRACTOR MUST COORDINATE ACTIVITIES WITH COR AND
BASE PERSONNEL.
8. WHERE WATER LINE CROSSES EXISTING OR PROPOSED UTILITIES, WATER
LINE IS TO GO UNDER UTILITIES UNLESS 4.5' (54") OF COVER CAN BE
MAINTAINED.
GENERAL SHEET NOTES
SHEET KEYNOTES
1. ELECTRICAL TIE IN POINT TO EXISTING INFRASTRUCTURE.
2. PROVIDE 3 PHASE MEDIUM VOLTAGE SERVICE CONDUCTORS TO PROPOSED
FACILITY. SEE ELECTRICAL (ES) SHEETS FOR ADDITIONAL INFORMATION.
3. TELECOMMUNICATIONS TIE IN POINT AT HAND HOLE LOCATED ADJACENT TO
EXISTING SMALL ARMS RANGE FACILITY.
4. INSTALL 12 STRANDS SINGLE MODE FIBER OPTIC CABLE AND 25 PAIRS
COPPER PULLED FROM BUILDING 629 (EXISTING SMALL ARMS RANGE)
THROUGH EXISTING HAND HOLE HH-629-1 ADJACENT TO GRISSOM AVE.
CONTRACTOR RESPONSIBLE FOR NEW FIBER AND COPPER AND 4" PVC
CONDUIT WITH 3-CELL MAXCELL INNERDUCT WITH 1 4" SPARE PVC CONDUIT
FROM HH-629 TO TELECOMMUNICATIONS ROOM.
5. PROPOSED TIE IN TO EXISTING SANITARY SEWER MANHOLE. CONTRACTOR
TO CUT MANHOLE TO ACCEPT 6 INCH SERVICE LINE FROM INDOOR SMALL
ARMS RANGE FACILITY.
6. PROVIDE 6 INCH SDR 35 PVC SANITARY SEWER LINE.
7. PROVIDE 2" GAS SERVICE LINE TO BUILDING.
8. PROPOSED GAS TIE IN POINT WITH EXISTING 2 INCH GAS MAIN.
9. INSTALL 2" PVC DOMESTIC WATER LINE SERVICE CONNECTION TO PROPOSED
FACILITY. INSTALLED TO 4.5' DEPTH.
10. PROVIDE TIE IN FOR 12" WATER SERVICE LINE TO FACILITY TO THE 12"
PROPOSED PVC MAIN RUNNING ADJACENT TO GRISSOM AVE.
11. PROVIDE WET TAP TIE IN FOR PROPOSED 12" PVC WATER MAIN TO THE
EXISTING 8" PE WATER MAIN. SEE DETAIL H14, SHEET CU501.
12. PROVIDE 12" PVC WATER MAIN LINE.
13. PROVIDE WET TAP CONNECTION POINT FOR THE PROPOSED 12" WATER MAIN
TO THE EXISTING 12" WATER MAIN. SEE DETAIL H14, SHEET CU501.
14. PROVIDE SANITARY SEWER CLEANOUT, SEE DETAIL A14, CU501.
15. PROVIDE FIRE HYDRANT, SEE DETAIL A1, CU501. INSTALL BOLLARDS TO
PROTECT NEW HYDRANT ACCORDING TO DETAIL.
16. PROVIDE 6" FIRE WATER SERVICE LINE TO TIE INTO FACILITY.
17. PROVIDE GATE VALVE. SIZE BASED ON PROPOSED WATER LINE. SEE DETAIL
A8, SHEET CU501.
18. PROVIDE 8" FIRE WATER LINE.
19. UTILITY TO BE DIRECTIONALLY DRILLED UNDER DRAGONFLY LN IN
ACCORDANCE TO SPECIFICATION 33 05 23.13.
20. PROVIDE 6" POST INDICATOR VALVE. INSTALL BOLLARDS AROUND TO
PROTECT PIV ACCORDING TO DETAIL.
21. PROVIDE REDUCER 12" MAIN LINE TO 2" DOMESTIC WATER LINE TIE-IN.
22. PROVIDE REDUCER 12" MAIN LINE TO 8" FIRE WATER LINE.
23. WATER LINE TO BE DIRECTIONALLY DRILLED UNDER GOVERNMENT DITCH IN
ACCORDANCE TO SPECIFICATION 33 05 23.13.
LEGEND
E
W
F
COMM
G
CO
PIV
G
PROVIDE ELECTRICAL 3 PHASE
PROVIDE WATER MAIN 12" PVC
PROVIDE FIRE WATER SERVICE 6" PVC
PROVIDE DOMESTIC WATER SERVICE LINE 2" PVC
PROVIDE TELECOMMUNICATIONS LINE
PROVIDE 2" GAS SERVICE LINE, PE PIPING
PROVIDE FIRE HYDRANT (DETAIL A1, SHEET CU501)
PROVIDE GATE VALVE (VARIABLE SIZE, SEE PLANS)
(DETAIL A8, SHEET CU501)
PROVIDE SANITARY SEWER CLEANOUT (DETAIL A14, SHEET
CU501)
PROVIDE POST INDICATOR VALVE
PROVIDE GAS METER, SEE DETAIL A1 SHEET P-502
_1
A1 SCALE: 1"=20'
UTILITY PLAN
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8' - 0"
1' - 0" 1' - 0" 5' - 0" 2' - 0" 1' - 0"
END BELLS FINISH GRADE
CONDUITS
SEE SITE PLANS
FOR QUANTITIES
GROUND
ROD
PRIMARY CONDUIT
AREA
GROUND ROD
METER
CONDUIT
SECONDARY
CONDUIT AREA
3/4" CRUSHED STONE
WELL TAMPED
M
IN
IM
U
M C
O N
D U
IT
D
E P
T H
26" MAX
FRONT
FOR PRECAST: 1" INSERTS
FOR LIFTING (4 REQ'D.)
1/2"
BEVEL
(MINIMUM)
PLAN
SECTION
1 1/2" Ø GALVANIZED
RIGID METAL CONDUIT
TO METER BASE
1' - 0 1/32"
NOTES:
1. COORDINATE PAD REQUIREMENTS WITH MIAMI-CASS REMC AND STRUCTURAL SPECIFICATIONS
MARKER TAPE
RE-COMPACT
SUBGRADE TO
95% ASTM 1557
(M
IN
3" 3" 3"
1' - 5"
COPPER IN ONE
CONDUIT AND FIBER
IN OTHER EACH IN 3"
FABRIC INNERDUCT
MARKER TAPE
12" ABOVE CENTER
OF DUCTBANK
RE-COMPACT
SUBGRADE TO 95%
ASTM 1556
3" 3" 3"
CONDUIT
SCH. 40 PVC
M
IN
SPARE CONDUIT
CONCRETE
M
IN
GRADE
SUB-GRADE
DETECTION WIRE PER
SPEC 31 00 00. 00 06
1/4" POLYPROPYLENE
LACING ROPE IN EACH
CONDUIT. PROVIDE 5'
EXCESS AT EACH END.
MARKER TAPE
RE-COMPACT
SUBGRADE TO
95% ASTM 1556
PULL WIRE IN
SPARE CONDUITS
M
IN
M
IN
3" 3" 3"
DETECTION WIRE
PER SPEC 31 00
00.00 06
CONCRETE
(M
IN
.) 2
MARKER TAPE
RE-COMPACT
SUBGRADE TO
95% ASTM 15563
1' - 5"
COPPER IN ONE
CONDUIT AND FIBER
IN OTHER EACH IN 3"
FABRIC INNERDUCT
3" 3" 3"
CONCRETE
US Army Corps of Engineers ®
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G B
P
F
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C E
R T
IF
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D F
IN
1 2 3 4 5 6 7 8 9 10
A
11 12 13 14 15 16 17 18 19 20
B
C
D
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F
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J
K
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P
ES501
E L E
C T
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3/4" = 1'-0"A1
750 KVA TRANSFORMER PAD AND CONDUIT
1" = 1'-0"A10
DIRECT BURIED COMMUNICATIONS
2 WAY DUCT BANK
1" = 1'-0"F10
CONCRETE ENCASED
LV DUCT BANK
1" = 1'-0"F15
CONCRETE ENCASED
4 WAY LV DUCT BANK
1" = 1'-0"A15
CONCRETE ENCASED COMMUNICATIONS
2 WAY DUCT BANK
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
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IS
E
D I N
A C
C O
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A N
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H A
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N D
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N T
F
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W
2Q R
B0
1_
Pl an s-
1 2 3
B
C
A
4"
/8
/8
4"
8" S.O.G.
6" S.O.G.
HSS9x9x3/8
HSS9x9x3/8
HSS6x6x1/2
HSS6x 6x
1/2
HSS6x 6x
1/2
HSS6x6x1/2
A.1
C.9
B18 S-301
8" 8"
#4 12" EA WAY
4x4 - 2.9 W.W.F.
15 MIL VAPOR BARRIER OVER
6" CRUSHED STONE
15 MIL VAPOR BARRIER OVER
6" CRUSHED STONE
TOP/FTG = (-1'-6")
TYP. @ EXTERIOR
F100
F100
F60
F50
F50
F40
F40
WF25
W F3
WF25
TOP/FTG = (-1'-0")
TYP. @ INTERIOR
B18 S-301
F60
8"
A3 S-303
TOP/SLAB (0'-0")
TOP/SLAB (0'-0")
W
W08
W08
D
2'
3/ 4"
SAWN CONTRACTION OR CONSTRUCTION JOINT
PER & APPROVED JOINT PLAN/C8 S-304
P2 P1
P2 P1
H18 S-301
H18 S-301
B18 S-301
B10 S-301
B10 S-301
B10 S-301
B10 S-301
B10 S-301
OPENING FOR BULLET
TRAP COLLECTION
SYSTEM PER A6/S-402
3 3
WF25
116' - 8 3/4" 21' - 10 3/8"
4" 30' - 0"
E10 S-303
TYP
A10
S-303
E10 S-303
TYP
A10
S-303
G R
I D D
T O
C L/
PI
ER
4"
H10 S-301
W08
EQUIPMENT PAD
SEE MECH DWGS
1. ELEVATIONS SHOWN ARE TO THE TOP OF THE FOUNDATIONS AND ARE
REFERENCED FROM FINISHED FIRST FLOOR REFERENCE ELEVATION 0'-0".
2. CENTER WALL FOOTINGS ON WALL CENTERLINE UNO.
3. CENTER SPREAD FOOTINGS ON COLUMN GRID INTERSECTION UNO.
4. SEE SHEETS S-001 AND S-002 FOR GENERAL NOTES.
5. SEE SHEETS S-301 - S-304 FOR FOUNDATION DETAILS.
6. FOUNDATION SUBGRADE SHALL BE PREPARED PER THE EARTHWORK
SPECIFICATIONS.
7. SLAB ON GRADE SHALL BE PLACED ON A 15 MIL VAPOR BARRIER OVER
AGGREGATE CAPILLARY BREAK PER THE EARTHWORK SPECIFICATIONS. SEE
TYPICAL DETAIL.
8. POUR SLAB ON GRADE OVER CONCRETE FOUNDATION STEM WALLS AT ALL
EXTERIOR DOORWAYS. REINFORCE SLAB ON GRADE AT EXTERIOR DOORWAYS
PER TYPICAL DETAIL .
9. REINFORCE SLAB ON GRADE AT REENTRANT CORNERS PER TYPICAL
DETAIL .
10. SEE MECHANICAL DRAWINGS FOR THE LOCATION OF EQUIPMENT THAT
REQUIRES HOUSEKEEPING PADS. SEE DETAL FOR TYPICAL
HOUSEKEEPING PAD.
1. REENTRANT CORNER REINFORCEMENT. SEE TYPICAL DETAIL .
2. SLAB REINFORCEMENT AT DISCONTINUOUS CONTROL JOINTS. SEE TYPICAL
DETAIL .
3. SLAB REINFORCING AT DOOR OPENING. SEE TYPICAL DETAIL .
TOP OF FOOTING ELEVATION.
WALL FOOTING. SEE SCHEDULE.
SPREAD FOOTING. SEE SCHEDULE.
COLUMN PIER. SEE TYPICAL DETAIL .
EDGE OF SLAB.
SAWN CONTRACTION JOINT. SEE TYPICAL DETAIL .
SLAB ON GRADE. SEE PLAN FOR REINFORCEMENT.
CONCRETE WALL. SEE PLAN FOR THICKNESS. SEE SCHEDULE FOR
REINFORCING.
DIAGONAL BRACING. SEE FRAMING ELEVATIONS.
(-2'-0")
WF25
F40
P1
EOS
SJ
SOG
GENERAL SHEET NOTES
LEGEND
SHEET KEYNOTES
/G8 S-302
/G8 S-302
/C8 S-304
/G6 S-304
/C8 S-304
/A8 S-302
STRUCTURAL WALL SCHEDULE
LABEL THICKNESS f'c (56 DAYS) REINFORCING
W08 8" 5000 PSI
#5 @ 16" OC VERT
#4 @ 12" OC HORIZ
CENTERED IN WALL
/A8 S-302
/B1 S-301
US Army Corps of Engineers ®
SHEET ID
U S
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D R
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SU
BM
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D B
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C H
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D B
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1 2 3 4 5 6 7 8 9 10
A
11 12 13 14 15 16 17 18 19 20
PLAN NORTH
AREA "A" AREA "B"
KEYPLAN
B
C
D
E
F
G
H
J
K
L
M
N
P
S-102
FO
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A.
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SCALE 1/8" = 1'-0"
A1 FOUNDATION PLAN - AREA A
STRUCTURAL FOUNDATION SCHEDULE
LABEL LENGTH WIDTH REINFORCING
F30 3' - 0" 3' - 0" (4) #5 EA WAY BOT
F35 3' - 6" 3' - 6" <varies>
F40 4' - 0" 4' - 0" (4) #6 EA WAY BOT
F50 5' - 0" 5' - 0" (6) #6 EA WAY BOT
F60 6' - 0" 6' - 0" <varies>
F100 10' - 0" 10' - 0" (11) #6 EA WAY BOT
WF25 <varies> 2' - 6" (3) #5 CONT BOT
WF35 112' - 7 3/4" 3' - 6" (4) #5 CONT BOT
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
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R
EV
IS
ED
IN
A C
C O
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AN
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A M
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1 0
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Pl an s-
NOTES:
1. SEE PLANS, SECTIONS, AND ARCH DWGS FOR BRICK
LEDGE AND STEM WALL.
2. USE THE TYPICAL PIER DETAILS FOR THE PIER SIZE,
OFFSET FROM GRIDS, T/CONC ELEV, AND REINFORCING
ONLY.
3. WALL REINFORCING NOT SHOWN FOR CLARITY.
4" 1'
0"1'
4"
P2 (10x4 TUBE COLUMN)
(4) #6 VERT
#3 TIES @ 6" O.C.
SEE DET K12/S-401
FOR BASE PLATE
STEEL COLUMN
SEE PLAN
T/WALL ELEV =
T/PIER ELEV = (+10'-6")
8" 8"
1'
4"
1' - 6"
T/PIER ELEV (-1'-0")
8" CONCRETE
WALL
P1 (6x6 TUBE COLUMN)
(4) #7 VERT
#3 TIES @ 8" O.C.
SEE DET K12/S-401
FOR BASEPLATE
STEEL COLUMN
SEE PLAN
T/PIER ELEV (-1'-0")
P3 (6x6 TUBE COLUMN)
(4) #6 VERT
#3 TIES @ 8" O.C.
SEE DET K12/S-401
FOR BASE PLATE
STEEL COLUMN
SEE PLAN
T/WALL ELEV (0'-0")
9" 9"
9" 9"9" 8" 8"
2"
1' - 4"
8" 8"
1'
6"
1' - 6"
2' - 4"
T/PIER ELEV (-1'-0")
8" CONCRETE
WALL
P4 (BRACE ON ONE SIDE OF COLUMN)
(6) #7 VERT
#3 TIES @ 8" O.C.
SEE DET K12/S-401
FOR BASEPLATE
STEEL COLUMN
SEE PLAN
1' - 7" 9"
T/PIER ELEV (-1'-0")
8" CONCRETE
WALL
P5 (BRACE ON TWO SIDES OF COLUMN)
(8) #7 VERT
#3 TIES @ 8" O.C.
SEE DET K12/S-401
FOR BASEPLATE
STEEL COLUMN
SEE PLAN
1' - 7" 1' - 7"
3' - 2"
5"
SE
E
PL
AN
5" 5"
SE
E
PL
AN
5"
P6 (EXTERIOR TUBE COLUMN)
(6) #6 VERT
#3 TIES @ 8" O.C.
SEE DET K12/S-401
FOR BASE PLATE
STEEL COLUMN
SEE PLAN
T/PIER ELEV (-0'-8")
1'
0" 1'
0"
1' - 0" 1' - 0"
2'
0"
2' - 0"
3/4"øx10" SMOOTH DOWEL
BAR @ 12" OC
LUBRICATE ONE END OR
SET FIRST PLACEMENT END
IN APPROVED PLASTIC
INSERT
APPLY CURING COMPOUND
TO SLAB EDGE IMMEDIATELY
AFTER FORM IS REMOVED.
1/8"xT/4" CONTINUOUS SAW CUT
(1" MIN) OR STRIP INSERT W/ JT.
FILLER & ELASTOMERIC
SEALANT.
NOTES:
1. SAW CUT JOINTS WITH EARLY ENTRY SAW AS SOON AS THE SLAB CAN SUPPORT THE WEIGHT OF THE SAW
CUTTING EQUIPMENT AND CUTTING DOES NOT DAMAGE THE SLAB.
2. INSTALL JOINTS INDICATED ON PLANS UNO. SUBMIT PROPOSED ALTERNATE LOCATIONS OR ADDITIONAL JOINTS
NOT SHOWN TO THE CONTRACTING OFFICER FOR APPROVAL. PROPOSED ALTERNATE LOCATIONS MAY BE REJECTED. MAX JOINT SPACING MUST BE 24 x SLAB THICKNESS. MAX POUR LENGTH MUST BE 100'-0" BETWEEN CONSTRUCTION JOINTS. RATIO OF LENGTH TO WIDTH MUST NOT EXCEED 1.5. TOTAL AREA OF POUR MUST NOT
EXCEED 10,000 SF BETWEEN CONSTRUCTION JOINTS.
3. DISCONTINUE REINFORCEMENT AT CONSTRUCTION JOINTS.
1ST
PLACEMENT
2ND PLACEMENT
SE
E
PL
AN
T 6"
INDUCED CRACK
1" M
IN
T/
3/16" MAX
1/8"…
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