W912QR25B0001_Plans-0002.pdf
PDF 36 MB Posted
- 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 architectural, structural, mechanical, electrical and plumbing design drawings for an Indoor Small Arms Range (ISAR) facility to be constructed at Grissom Air Reserve Base in Indiana. The drawings detail a new firing range building with multiple rooms including a firing range, control booth, weapons cleaning area, mechanical rooms, electrical room, restrooms, and ammunition storage. Key design elements include specialized range ventilation systems, bullet trap collection systems, safety ceilings, overhead baffles, acoustic treatments, and range equipment. The facility incorporates force protection features and utilizes materials like concrete walls, brick veneer, and metal panels.
The drawings provide comprehensive construction details including foundations, framing, utilities, HVAC systems, electrical distribution, lighting, fire protection, and control systems. Notable technical requirements include maintaining negative air pressure in the range area, providing laminar airflow at firing positions, specialized filtration systems, and integration with base-wide building automation systems. The drawings indicate this is a certified final design set dated September 2024, with some sheets revised in February 2025. This drawing set appears to be part of solicitation W912QR25B0001 issued by the US Army Corps of Engineers Louisville District for construction of the ISAR facility.
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US Army Corps of Engineers ®
SHEET ID
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INDEX
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
S-503 LOUVER SUPPORT ELEVATION
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-615 MISC. DETAILS
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
INDEX
SHEET NUMBER SHEET NAME
M-501 HVAC DETAILS
M-502 HVAC DETAILS
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: 249
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- SEE SHEET CD106
MATCHLINE - SEE SHEET CD106
- SEE SHEET CD108
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N: 1971742.7995 E: 191940.5358
N: 1971660.2361 E: 191940.5239
N: 1971660.0969 E: 192023.9787
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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 REFERENCE PROJECT SHEETS 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 BASED ON
SPECIFICATION 32 93 00. 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
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A1 SCALE: 1"=20'
DEMOLITION PLAN
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- SEE SHEET CD107
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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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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
CD107
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
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
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 REFERENCE PROJECT SHEETS 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 BASED ON
SPECIFICATION 32 93 00. 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
_2
_2
A1 SCALE: 1"=20'
DEMOLITION 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
R
EV
IS
ED
IN
A
C C
O R
D
AN
C E
W
IT
H A
M
EN
D M
EN
T
F
EB
W
2Q R
B0
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
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
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 REFERENCE PROJECT SHEETS 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 BASED ON
SPECIFICATION 32 93 00. 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
_2
_2
A1 SCALE: 1"=20'
DEMOLITION 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
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
F
EB
W
2Q R
B0
1_
Pl an s-
ESQD
ESQD
ESQD
ESQD
F F
F
W
W W W
F F
F F
WW
W W
W W
W W
W W
WW
W
W
W
W W
W W
W W
W W
WWW
W W
F F
F
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
SD
SD
SD
SD
SAN SAN
SAN SAN
SA
N
SA
N
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SAN
G G
G G
G
G G
G G
G
G G
G
G
G
G
G G
G G
G G
G
G
G
EE
E
E
E E
E E
E E
E E
E
E
E
E E
E E
E E
E E
E
E E
E
P
E E
E E
E E
E E
E E
E E
E E
E E
E
SD
SD
SD
SD
SD
SD
W W
SD
SD
SA
N
W
W W
W W
W W
W W
W
SD SD SD
W W
W W W W W
W W W
W W W
W
WWWWW
ACCESS
ACCESS
ACCESS
ACCESS
ACCESS
ESQD
EEEE
F F
F
W
W W W
F F
F F
WW
W W
W W
W W
W W
WW
W
W
W
W W
W W
W W
W W
WWW
W W
F F
F
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
SD
SD
SD
SD
SAN SAN
SAN SAN
SA
N
SA
N
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SAN
G G
G G
G
G G
G G
G
G G
G
G
G
G
G G
G G
G G
G
G
G
EE
E
E
E E
E E
E E
E E
E
E
E
E E
E E
E E
E E
E
E E
E
P
E E
E E
E E
E E
E E
E E
E E
E E
E
SD
SD
SD
SD
SD
SD
W W
SD
SD
SA
N
W
W W
W W
W W
W W
W
SD SD SD
W W
W W W W W
W W W
W W W
W
CS102
CS104
CS106
CS107
CS103
CS105
CS108
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 O
VE
R
AL
L
C
IV
IL
S
IT
E
PL
AN
CS101
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
GENERAL SHEET NOTES
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 CONSTRUCTION ACTIVITIES ON BASE.
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.
LEGEND
CB
SD
PROPOSED ASPHALT PAVEMENT (DETAIL G9, SHEET CS501)
PROPOSED CONCRETE PAVED SIDEWALKS AND DUMPSTER PAD
AS NOTED
PROPOSED AGGREGATE PAVEMENT (AS NOTED)
PROPOSED STORMWATER MANAGEMENT BASIN
(DETAIL A1 SHEET CG503 AND CG504)
PROPOSED CATCH BASIN (DETAIL A11, SHEET CG501)
PROPOSED STORM SEWER PIPE
PROPOSED BOLLARD (DETAIL H5, SHEET CS502)
PROPOSED CONIFEROUS TREE, SEE SPECIFICATION
32 93 00 SECTION
A1 SCALE: 1"=100'
OVERALL CIVIL SITE PLAN
PLAN
NORTH
100' 200'0
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
F
EB
_1
W
2Q R
B0
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
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
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, SEE SPECIFICATION
32 93 00 SECTION
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
_2
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
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
F
EB
W
2Q R
B0
1_
Pl an s-
ACCESS
10'
L
L
MATCHLINE - SEE SHEET CS102
- SEE SHEET CS104
MATCHLINE - SEE SHEET CS104
- SEE SHEET CS106
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
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SAN
SAN
SA
G G
G G
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
SD
SD
SD
SD
SD
SD
SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
W W
W W
W W
W W
W W
W W
W W
W W
W W
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
LA
N C
IV
IL
S
IT
E
PL
AN
CS104
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, SEE SPECIFICATION
32 93 00 SECTION
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
_2
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
R
EV
IS
ED
IN
A
C C
O R
D
AN
C E
W
IT
H A
M
EN
D M
EN
T
F
EB
W
2Q R
B0
1_
Pl an s-
PC: 6+21.38
ACCESS
ACCESS
5'
12' 24.31' (TYP.) 18.70' (TYP.)
N: 1971430.75 E: 191695.95
N: 1971442.75 E: 191695.95
N: 1971430.75 E: 191585.95
N: 1971370.75 E: 191635.95
N: 1971430.75 E: 191665.95
13.71' (TYP.)
4' (TYP.)
62' 15.9'
N: 1971400.82 E: 191635.95
5.28'
(TYP.)
MATCHLINE - SEE SHEET CS103
- SEE SHEET CS105
ESQD
SD
SD
SD
SD
SD
SD
SD
SD
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
O
PT
IO
N
AL
V
AL
U E
1%
O
PT
IO
N
AL
V
AL
U E
2%
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
CS105
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, SEE SPECIFICATION
32 93 00 SECTION
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
_2
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
R
EV
IS
ED
IN
A
C C
O R
D
AN
C E
W
IT
H A
M
EN
D M
EN
T
F
EB
W
2Q R
B0
1_
Pl an s-
CB
CB
CI
CO OP
CB
CB
CB
CI
CO OP
CB
794 79
4 79
794794794
794 794
0 796
79779
ESQD
ESQD
ESQD
ESQD
BBCBCBCCCCCCCBCB
CICICCI
94949494
77977793993333333333377779999999337777977999933377777779779999933333777777777777797997977977993993999999933333333333333333333333377777777777777799999999999999979797979797977977979779333333333333333333333333333333333333333
777777777777777
CCC
CCCCCCCCCCCCCCCCCCCCCCCCCCCC
PROPOSED INDOOR
SMALL ARMS RANGE
4949494949494797979777797977 494979979979777 49449499797999777 4449494949494949499949497997997999 49449449449477777777777777999997999777777777777777777777779797979799799797997979797979979979979799799 49494944944444949494944949494944949449494494494494
ACCESS
ACCESS
ACCESS
ACCESS
ACCESS
PROPOSED INDOOR
SMALL ARMS RANGE
79794797944794794797994479794
ESQD
F F
F
W
W W W
F F
F F
WW
W W
W W
W W
W W
WW
W
W
W W
W W
W W
W W
W
WWW
W W
F F
F
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
SD
SD
SD
SD
SAN SAN
SAN SAN
SA
N
SA
N
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SAN
G G
G G
G
G G
G G
G
G G
G
G
G
G
G G
G G
G G
G
G
G
EE
E
E
E E
E E
E E
E E
E
E
E
E E
E E
E E
E E
E
E E
E
P
E E
E E
E E
E E
E E
E E
E E
E E
E
SD
SD
SD
SD
SD
SD
W W
U
PE
U
PE
UPE
UPE
UP
E
UPEUPEUPE
UT
E
UTE
UTE
UTE
U
TE
UTE
UTE
U
TE
UTE
UTE
U D
U D
U D
U D
U D
U D
U D
U D
UD
UD
UDUD
SD
SD
SA
N
W
W W
W W
W W
W W
W
SD SD SD
W W
W W W W W
W W W
W W W
W
BUILDING 596 PARKING
(ASPHALT)
BUILDING 596
BUILDING 641 PARKING
BOXCAR STREET
(ASPHALT)
EXISTING INDOOR SMALL
ARMS RANGE
BUILDING 629
GRISSOM AVENUE
(ASPHALT)
PARKING
(ASPHALT)
F F
F
W
W W W
F F
F F
WW
W W
W W
W W
W W
WW
W
W
W W
W W
W W
W W
W
WWW
W W
F F
F
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
SD
SD
SD
SD
SAN SAN
SAN SAN
SA
N
SA
N
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SAN
G G
G G
G
G G
G G
G
G G
G
G
G
G
G G
G G
G G
G
G
G
EE
E
E
E E
E E
E E
E E
E
E
E
E E
E E
E E
E E
E
E E
E
P
E E
E E
E E
E E
E E
E E
E E
E E
E
SD
SD
SD
SD
SD
SD
W W
U
PE
U
PE
UPE
UPE
UP
E
UPEUPEUPE
UT
E
UTE
UTE
UTE
U
TE
UTE
UTE
U
TE
UTE
UTE
U D
U D
U D
U D
U D
U D
U D
U D
UD
UD
UDUD
SD
SD
SA
N
W
W W
W W
W W
W W
W
SD SD SD
W W
W W W W W
W W W
W W W
W
CG103
CG104
CG102
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 (1
O F
4) O
VE
R
AL
L
G R
AD
IN
G P
LA
N
CG101
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
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E
D
IS
TR
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T
D
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K
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G
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IS
VI
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E, K Y
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BE
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D
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IS
SO
M A
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B
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L
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M S
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PN
C
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, P
, F Y
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TI
FI
ED
F
IN
AL
GENERAL SHEET NOTES
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.
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 CURB INLET TYPE D, SEE DETAIL H1, SHEET CG502CI
PROPOSED PAVEMENT SUBDRAIN, SEE DETAIL A1, SHEET CG501
PROPOSED INFILTRATION MATERIAL, SEE DETAILS A1, SHEET
CG503 AND A1 SHEET CG504
OP PROPOSED OBSERVATION PORT, SEE DETAIL A1, SHEET CG504
PROPOSED CONIFEROUS TREE, SEE SPECIFICATION
32 93 00 SECTION
A1 SCALE: 1"=100'
OVERALL GRADING PLAN
PLAN
NORTH
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
F
EB
_1
W
2Q R
B0
1_
Pl an s-
PT: 4+98.21
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
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 (2
O F
4) G
R
AD
IN
G
P
LA
N
CG102
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
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 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
PROPOSED CONIFEROUS TREE, SEE SPECIFICATION
32 93 00 SECTION
A1 SCALE: 1"=20'
GRADING 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
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
F
EB
_2
W
2Q R
B0
1_
Pl an s-
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
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SAN
SAN
SAN
G G
G G
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
SD
SD
SD
SD
SD
SD
SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
W W
W W
W W
W W
W W
W W
W W
W W
W W
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
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SAN
SAN
SAN
G G
G G
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
SD
SD
SD
SD
SD
SD
SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
EAST BASIN
162' X 40'
STORM
LINE 2
SD
HW2-1
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 (3
O F
4) G
R
AD
IN
G
P
LA
N
CG103
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
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 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
PROPOSED CONIFEROUS TREE, SEE SPECIFICATION
32 93…
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