W912QR24R0025_Plans-0000.pdf
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- Solicitation number
- W912QR24R0025
About this file
This document outlines a federal contract opportunity for construction services. The LTC Hernan G. Pesquera ARC Microgrid in Juana Diaz, Puerto Rico project has an estimated cost between $10-25 million. The NAICS code is 237130 for power and communication line and related structures construction, with a size standard of $45 million. Offerors must register in the System for Award Management and ensure representations and certifications are current. The Department of the Army Corps of Engineers Engineering District Louisville is the contracting agency. The solicitation requires compliance with provisions for HUBZone price evaluation and representation/certification requirements.
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PROJECT
LOCATION
US Army Corps of Engineers Louisville District
SHEET
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US Army Corps of Engineers ®
ISSUE DATE:
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JEG Proj. No. FDZD7312
CERTIFIED FINAL
R B
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C M
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IS
H W
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H T
P2 NO.: 503428 G-001
C O
V E
R S
H E
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LOUISVILLE DISTRICT
JUANA DIAZ, PUERTO RICO
PESQUERA ARMY RESERVE CENTER (ARC)
22 DEC 2023
-G
-0
CERTIFIED FINAL SUBMITTAL
VICINITY MAP
SHEET INDEX
CIVIL
CIVIL NOTES, SYMBOLS, AND ABBREVIATIONSC-001
OVERALL SURVEY CONTROL PLANVF100
ENLARGED SURVEY CONTROL PLANVF101
GENERAL
COVER SHEETG-001
ENLARGED SURVEY CONTROL PLAN
OVERALL DEMOLITION SITE PLAN
ENLARGED DEMOLITION PLAN
ENLARGED DEMOLITION PLAN
OVERALL SITE PLAN
VF102
CD100
CD101
CD102
CS100
ENLARGED SITE PLANCS101
ENLARGED SITE PLANCS102
CODE COMPLIANCE SITE PLANG-010
OVERALL EROSION & SEDIMENT CONTROL PLANGC100
ENLARGED EROSION & SEDIMENT CONTROL PLANGC101
GC102 ENLARGED EROSION & SEDIMENT CONTROL PLAN
DISTURBANCE LIMIT COORDINATESCD601
ENLARGED GEOMETRIC PLANCS111
ENLARGED GEOMETRIC PLANCS112
GEOMETRIC DATA COORDINATESCS601
ENLARGED SURVEY CONTROL PLANVF103
GC103 ENLARGED EROSION & SEDIMENT CONTROL PLAN
ENLARGED DEMOLITION PLANCD103
ENLARGED SITE PLANCS103
ENLARGED GEOMETRIC PLANCS113
OVERALL GEOMETRIC PLANCS110
BORING LOGSBB102
BORING LOGSBB101
OVERALL BORINGS LOCATION PLANBB100
COUNTY MAP
D A
T E
12-22-23
SHEET INDEX
ELECTRICAL
ENERGY CONTROL CENTER PLAN AND ELEVATIONE-200
DETAILSE-500
DETAILSE-501
DETAILSE-502
HAZARDOUS AREA CLASSIFICATION - FUEL TANKS AND BESSE-210
E-110 PARTIAL SITE PLAN - GENERATOR AREA
E-111 PARTIAL SITE PLAN - ECC AREA
E-112 PARTIAL SITE PLAN - UNDERGROUND CONDUIT
INVERTER ENCLOSUREE-201
M A
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PARTIAL SINGLE LINE DIAGRAM - EXISTINGE-600
MECHANICAL
MECHANICAL NOTES, SYMBOLS, AND ABBREVIAITONSMP001
MECHANICAL OVERALL SITE PLANMP101
MECHANICAL ENLARGED SITE PLANMP401
CONTROLS
CONTROLS PLAN SYMBOLS AND GENERAL NOTESIC-001
CONTROLS SYSTEM BLOCK DIAGRAMIC-700
CONTROLS SCOPE OF WORKIC-002
CONTROLS ENLARGED SITE PLANIC-100
CONTROLS TRAINING CENTER BUILDING PLANIC-101
MECHANICAL INSTRUMENTATION SYMBOLS AND SEISMIC CRITERIAMP002
MECHANICAL DETAILSMP501
DIESEL UNLOADING STATION/STORAGE TANKS P&IDMP610
DEF DISTRIBUTION SYSTEM P&IDMP611
MECHANICAL SCHEDULESMP701
MECHANICAL SEQUENCE OF OPERATIONSMP800
EQUIPMENT AND LUMINAIRE SCHEDULEE-702
FIRE PROTECTION
FIRE PROTECTION GENERAL NOTES, SYMBOLS, ABBREVIATIONSF-001
FIRE ALARM DETAILSFA101
PARTIAL SINGLE LINE DIAGRAM - NEW WORK E-601
MECHANICAL DETAILSMP502
MECHANICAL DETAILSMP503
CONTROLS - MECHANICAL POINTS SHEET 1IC-600
CONTROLS - MECHANICAL POINTS SHEET 2IC-601
CONTROLS - ELECTRICAL POINTS SHEET 1IC-602
CONTROLS - ELECTRICAL POINTS SHEET 2IC-603
CONTROLS - SOLAR POINTS - BASE BID IC-604
CONTROLS - SOLAR POINTS - ADDITIONAL SOLAR BID OPTIONIC-605
CANOPY MOUNTING DETAILSE-507
CABLE AND CONDUIT SCHEDULEE-700
PANEL SCHEDULESE-701
SEQUENCE OF OPERATIONE-800
HAZARDOUS AREA CLASSIFICATION DETAILSE-512
TYPICAL RACEWAY DETAILSE-504
CONDUIT SECTION VIEWSE-505
ONE LINE DIAGRAM BASE BID E-610A
MECHANICAL DETAILSMP504
MECHANICAL ENLARGED SITE PLAN - ECCMP402
CONTROLS NETWORK CABINET DETAILIC-500
CONTROLS - BESS POINTS IC-606
CONDUIT SECTION VIEWSE-506
HANDHELD BUTTERFLY DIAGRAMSE-514
GROUNDING VERIFICATION DETAILSE-515
BESS ELEVATIONE-516
DC SINGLE LINE E-603
ONE LINE DIAGRAM BID OPTIONE-610B
CANOPY 1-4 LAYOUTE-611
CANOPY 5 LAYOUT BID OPTION 1E-612
GROUND MOUNT 1 & 2 LAYOUT BID OPTION 2E-613
OPERATIONS MATRIXE-801
ARCHITECTURE
FLOOR PLAN, REFLECTED CEILING PLAN, AND ROOF PLANA-100
DOOR SCHEDULE AND DETAILSA-200
CONTROLS NETWORK BLOCK DIAGRAMIC-701
PARTIAL RISER DIAGRAME-508
COMMUNICATION HANDHOLES DETAILSE-509
CONTROLS FIBER PATCH PANEL TABLESIC-607
CONTROLS ETHERNET SWITCH TABLESIC-608
DETAILSE-503
ENLARGED GRADING PLANCG401
OVERALL UTILITY PLANCU100
ENLARGED UTILITY PLANCU101
ENLARGED UTILITY PLANCU102
GENERAL SITE DETAILSC-501
CHAIN LINK SECURITY FENCE DETAILS (FE-8 TYPE)C-502
STRUCTURAL
ELECTRICAL
ELECTRICAL PLAN SYMBOLS AND GENERAL NOTESE-001
ELECTRICAL ABBREVIATIONSE-002
ONE LINE SYMBOLSE-003
STRUCTURAL GENERAL NOTES AND ABBREVIATIONSS-001
STRUCTURAL GENERAL NOTESS-002
STRUCTURAL GENERAL NOTESS-003
OVERALL SITE PLANSS100
FOUNDATION PLANSB100
FOUNDATION PLANSB101
FRAMING PLANSF101
FRAMING SECTIONSS-300
ENLARGED PLANSS-400
FOUNDATION DETAILSS-500
FOUNDATION DETAILSS-501
FRAMING DETAILSS-510
ELECTRICAL SITE PLAN - OVERALLE-100
ELECTRICAL SITE PLAN - DEMOE-101
UTILITY PROFILE (BESS TO ECC PROFILE)CU200
CHAIN-LINK SECURITY GATE DETAILS C-503
UNDERGROUND UTILITIES DETAILS C-504
UNDERGROUND UTILITIES DETAILS C-505
ENLARGED UTILITY PLANCU103
UTILITY PROFILE (BESS TO ECC PROFILE)CU201
EROSION AND SEDIMENT CONTROL DETAILS C-506
ELEVATIONSS-600
FOUNDATION PLANSB102
FRAMING PLANSF100
CONCRETE DETAILSS-502
E-104 PARTIAL SITE PLAN - LIGHTING
E-109 PARTIAL SITE PLAN - CONNECTIVITY
OVERALL SOLAR SITE PLAN BASE BIDE-102A
OVERALL SOLAR SITE PLAN BID OPTIONE-102B
E-106 PARTIAL SITE PLAN - GROUNDING
E-105 PARTIAL SITE PLAN - LIGHTNING PROTECTION
W
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ARIMS: 200A Disposition: Maintain for 15 yrs after construction.
06 March 2024
W912QR24R0025
BATTERY ENERGY STORAGE SYSTEM
ELECTRICAL CONTROL CENTER
F P
W
FPW
FPW
FACP
FPW
FPW
FPW
FPW
FPW
FPW
FPW
FPW
FPW
F P
W
F P
W
F P
W
F P
W
F P
W
F P
W
F P
W
0'
FPW
31'-8 1/256"
21'-2 61/128"
16'-7 61/256"
PIV
4 FPW
FPW
US Army Corps of Engineers Louisville District
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RTA SUBMITTAL
A F
IT
Z
P A
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R D
IB
L E
H L E
F K
O W
IT
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G-010
C O
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L A
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-G
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SCALE 1" = 50'-0"
A1 CODE COMPLIANCE PLAN
A. REFER TO F-001 FOR GENERAL NOTES, AND CODES.
B. REFER TO FA101 FOR FIRE ALARM INTERFACE.
C. SCOPE OF WORK LIMITED TO: NEW UNDERGROUND
SUPPLY PIPING FROM EXISTING FIRE PUMP DISCHARGE
TO NEW FIRE HYDRANT #3 AND NEW INTERFACE
CONNECTIONS BETWEEN BESS UNIT SUPPLIER INTEGRAL
FIRE DETECTION AND SUPPRESSION SYSTEM ALARM
SIGNAL INTERFACE WITH EXISTING FIRE ALARM CONTROL
PANEL (FACP).
D. EXISTING FIRE ALARM CONTROL PANEL IN ARTC
MECHANICAL RM 204.
E. EXISTING FIRE DEPARTMENT ACCESS ROAD AND EXISTING
FIRE HYDRANT LOCATIONS SHOWN.
F. REFER TO CIVIL DRAWING SHEETS CU101, CU102, AND
CU103 FOR PROTECTED EQUIPMENT LOCATION AND FIRE
HYDRANT COVERAGE.
G. NOT ALL TYPICAL INFORMATION REQUIRED BY UFC
3-600-01 1-7.2.4.2 IS SHOWN ON SHEET G-010. THIS CODE
COMPLIANCE PLAN SHOWS ONLY INFORMATION
RELEVANT TO THE SCOPE OF THIS PROJECT
MODIFICATION.
H. BESS UNIT INTEGRAL FIRE SUPPRESSION SYSTEMS TO BE
PROVIDED WITH SEISMIC CATEGORY D PROTECTION.
GENERAL NOTES:
KEYNOTES:
1 EXISTING FIRE HYDRANT #1
2 EXISTING FIRE HYDRANT #2
3 NEW FIRE HYDRANT #3. REFER TO CU101, CU102, AND
CU103 FOR ADDITIONAL FIRE HYDRANT DESIGN
MODIFICATION REQUIREMENTS
4 NEW POST INDICATOR VALVE (LOCKED OPEN).
5 FUEL STORAGE TANK
6 EMERGENCY DIESEL GENERATOR
7 BATTERY ENERGY STORAGE SYSTEM (BESS) UNITS
8 EXISTING 100,000 GALLON WATER STORAGE TANK
9 FIRE PUMP SUCTION CONNECTION TO FIRE PUMP HOUSE.
10 EXISTING FIRE DEPARTMENT ACCESS
11 350 FT FIRE HYDRANT HOSE LAY LENGTH PER UFC
3-600-01 SEC. 9-3.5.8.2..
12 EXISTING FIRE ALARM CONTROL PANEL (FACP) IN ARTC
MECH ROOM 204.
13 FIRE DEPARTMENT APPARATUS TURN RADIUS.
FPW
LEGEND:
EXISTING FIRE PROTECTION WATER LINE
PIV
FPW NEW FIRE PROTECTION WATER LINE
POST INDICATOR VALVE
FIRE HYDRANT
25 100
SCALE: 1"=50'-0"
0 50
TRUE NORTH
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CERTIFIED FINAL
W
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ARIMS: 200A Disposition: Maintain for 15 yrs after construction.
STA-104
ARMY RESERVE TRAINING CENTER
1 STORY
AREA BUILDING= 39,813.89 SQ.FT.
F.F.E.=45.31
HEIGHT=52.5FT
PARKING AREA
(APSHALT PAVEMENT)
GRAVEL PAVEMENT
U/E
U/E
U/E
U/E
U/E
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U/E
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U/E
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48.5
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45.545.5 45.5
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45.0
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44.5
44.5
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44.5
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44.044.0
44.0
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44.044.0
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43.5
43.5
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43.5
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43.5
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43.543.5
43.5
43.5 43.5
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43.5
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43.0
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43.0
43.0
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42.5
42.5
42.5
42.5
42.5 42.5
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42.5
42.5
42.5
42.5
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42.542.5 42.542.5
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42.0 42.0
42.0
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42.042.0
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41.5
41.5
41.5
41.5
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41.5 41.5
41.5
41.5
41.5
41.5
41.5
41.5
41.0 41.0
41.0
41.0
41.0 41.0
41.0
41.0
41.0
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40.5 40.5
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40.5
.5
40.5
40.5
.0
40.0
40.0
40.040.0
39.5 39.5
39.5
39.0 39.0
39.0
STATE R
O
AD
PR
-149
ARMY RESERVE
TRAINING CENTER
1 STORY
AREA BUILDING=
39,813.89 SQ.FT.
F.F.E.=45.31
HEIGHT=52.5FT
B-9
B-10
B-13
B-12
B-11
B-14
B-2
B-5
B-7
B-8
B-1
B-6
B-4 B-3
US Army Corps of Engineers Louisville District
SHEET
ID
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
D R
AW
N
B Y:
D
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IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
2x
IS
SU
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AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
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AR
K
D
ES
C R
IP
TI
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AW
IN
G C
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-W
2Q R
D
W
2D Y2
2F
D
EC
FI
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N
AM
E:
LO
U
IS
VI
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D
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TR
IC
T
LO
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VI
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EN
TU
C
KY
PR
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IC
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ID
S
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SQ
U
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A R
M Y
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ER
VE
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EN
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A D
IA
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JA
C
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BS
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G
IN
EE
R
IN
G
G R
O U
P
IN
C
M ai n St re et
Fo rt
W or th , T
X
RTA SUBMISSION
PR
O
JE
C
T N
U M
B
ER
: 9
, P
BB100
O
VE
R
AL
L
BO
R
IN
G S
LO
C
AT
IO
N P
LA
N
OVERALL BORINGS LOCATION PLAN
SCALE: 1: 50' A1
J.
M
AR
Q
U
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W .N
O
LA
SC
O
J.
C
O
LO
N
3-
BB
B.
D
O M
BR
O
W
SK
I
50' 100'0
PLAN
NORTH
1. BORING LOCATION
2. ID BORING LOCATION
LEGEND
B-0
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
CERTIFIED FINAL
W
2Q R
R
_P la ns -0
US Army Corps of Engineers Louisville District
SHEET
ID
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
2x
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
D R
AW
IN
G C
O D
E.
-W
2Q R
D
W
2D Y2
2F
D
EC
FI
LE
N
AM
E:
LO
U
IS
VI
LL
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D
IS
TR
IC
T
LO
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IS
VI
LL
E, K
EN
TU
C
KY
PR
A
R E
R C
IP
M
IC
R
O G
R
ID
S
PE
SQ
U
ER
A
A R
M Y
R
ES
ER
VE
C
EN
TE
R
, J U
A N
A D
IA
Z
JA
C
O
BS
E N
G
IN
EE
R
IN
G
G R
O U
P
IN
C
M ai n St re et
Fo rt
W or th , T
X
RTA SUBMISSION
PR
O
JE
C
T N
U M
B
ER
: 9
, P
BB101
BO
R
IN
G
L O
G S
A1
AR
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W .N
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LA
SC
O
J.
C
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LO
N
3-
BB
B.
D
O M
BR
O
W
SK
I
BORING LOGS
SCALE: N.T.S. A1
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
CERTIFIED FINAL
W
2Q R
R
_P la ns -0
Louisville District
SHEET
ID
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
D R
AW
N
B Y:
D
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IG
N
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B
Y:
SU
BM
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D B
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SI
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C H
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D B
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AN
SI
D
2x
IS
SU
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AT
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C O
N
TR
AC
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N O
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C
IT
AT
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N N
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2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
D R
AW
IN
G C
O D
E.
-W
2Q R
D
W
2D Y2
2F
D
EC
FI
LE
N
AM
E:
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IS
VI
LL
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D
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TR
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LO
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VI
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EN
TU
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KY
PR
A
R E
R C
IP
M
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R
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R
ID
S
PE
SQ
U
ER
A
A R
M Y
R
ES
ER
VE
C
EN
TE
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, J U
A N
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BS
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IN
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IN
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G R
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M ai n St re et
Fo rt
W or th , T
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RTA SUBMISSION
PR
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JE
C
T N
U M
B
ER
: 9
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BB102
BO
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IN
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L O
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A1
AR
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U
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W .N
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LA
SC
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J.
C
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LO
N
3-
BB
B.
D
O M
BR
O
W
SK
I
BORING LOGS
SCALE: N.T.S. A1
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
CERTIFIED FINAL
W
2Q R
R
_P la ns -0
Louisville District
SHEET
ID
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
2x
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
D R
AW
IN
G C
O D
E.
-W
2Q R
D
W
2D Y2
2F
D
EC
FI
LE
N
AM
E:
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
PR
A
R E
R C
IP
M
IC
R
O G
R
ID
S
PE
SQ
U
ER
A
A R
M Y
R
ES
ER
VE
C
EN
TE
R
, J U
A N
A D
IA
Z
JA
C
O
BS
E N
G
IN
EE
R
IN
G
G R
O U
P
IN
C
M ai n St re et
Fo rt
W or th , T
X
RTA SUBMISSION
PR
O
JE
C
T N
U M
B
ER
: 9
, P
C-001
C
IV
IL
N
O
TE
S, S
YM
BO
LS
, A
N D
A
BB
R
EV
IA
TI
O N
S
GENERAL NOTES:
1. ALL DISTANCES, ELEVATIONS AND DIMENSIONS ARE EXPRESSED IN FEET, UNLESS NOTED
OTHERWISE.
2. AS-BUILT INFORMATION SHOWN ON PLANS IS BASED ON THE "EXISTING CONDITIONS TOPOGRAPHIC SURVEY JUANA DIAZ" PLAN PREPARED BY JAVIER E. BIDOT ASSOCIATES, PSC DATED FEBRUARY 22,2023.
3. VERTICAL DATUM IS REFER TO PUERTO RICO VERTICAL DATUM OF 2002 (PRVD 02). HORIZONTAL
CONTROL IS REFERRED TO NAD 83(2011) EPOCH 2010.
4. AS-BUILT INFORMATION CONTAINED IN THESE DRAWINGS ARE APPROXIMATE. THE CONTRACTOR
SHALL VERIFY ALL FIELD CONDITIONS AND MEASUREMENTS AND ADVISE ENGINEER OF RECORD
OR OWNER OF ANY DISCREPANCIES, BEFORE PROCEEDING WITH CONSTRUCTION WORK. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SUCH INFORMATION, PRIOR TO COMMENCING WORK.
5. THE CONTRACTOR WILL COORDINATE WITH THE OWNER OR HIS/HER DESIGNEE TO NOT DAMAGE OR DISRUPT ARMY RESERVE FACILITIES OPERATIONS, UNLESS SPECIFICALLY DIRECTED BY THE
OWNER. THE CONTRACTOR IS RESPONSIBLE TO REPAIR AT HIS/HER OWN COST ANY DAMAGE TO
EXISTING STRUCTURES, UTILITIES, ETC. NOT BEING PART OF THIS PROJECT.
6. THE CONTRACTOR IS RESPONSIBLE TO PERFORM A GROUND PENETRATING RADAR STUDY TO
CONFIRM THE LOCATION OF EXISTING UNDERGROUND UTILITIES.
7. FINISH GRADE ELEVATIONS MAY BE ADJUSTED IN THE FIELD BY THE CONSTRUCTION MANAGER IN
COORDINATION WITH THE ENGINEER OF RECORD AS REQUIRED TO MEET FIELD CONDITIONS.
8. ADJUST ALL NEW AND EXISTING MANHOLE RIM AND INLET GRADE ELEVATIONS TO SUIT NEW GRADES, AS NECESSARY. ALL EXISTING UTILITIES BOXES ( ELECTRICAL, TELECOM, ECT. ) OR
VALUE BOXES INDICATED TO REMAIN AND WHICH TOP ELEVATION WILL BE AFFECTED BY NEW
GRADES, SHALL BE ADJUSTED SO THE TOP MATCH THE NEW SURFACE ELEVATIONS.
9. PRIOR TO COMMENCING ANY DEMOLITION WORK THE CONTRACTOR SHALL COORDINATE WITH
THE ARMY RESERVE DEPARTMENT OF PUBLIC WORKS AND ALL APPROPRIATE UTILITY COMPANIES, WITH INFORMATION OF ALL UTILITIES TO BE REMOVED, ABANDONED OR TO REMAIN IN PLACE.
10. THE CONTRACTOR SHALL ALSO SUBMIT FOR APPROVAL A STORMWATER MANAGEMENT PLAN
SHOWING ALL STORMWATER MANAGEMENT FACILITIES, BMP'S, ETC., TO BE USED DURING
CONSTRUCTION IN COORDINATION WITH THE EROSION AND SEDIMENT CONTROL PLAN AND THE
FINAL STORMWATER MANAGEMENT PLAN. THE PLAN SHALL INCLUDE, BUT IS NOT LIMITED TO,
BMP'S AS REQUIRED BY EPA AND PREQB, FOR EROSION CONTROL (eg. DUST CONTROL, RIP RAP, etc.), RUNOFF CONTROL (eg. CHECK DAMS, TEMPORARY DIVERSION DIKES, etc.), SEDIMENT CONTROL (eg. SEDIMENT TRAPS, SEDIMENT BASINS, etc.). ALL BMP'S SHALL BE MAINTAINED CLEAN
AND SHALL BE REPLACED AS NECESSARY OR AS INDICATED BY CONTRACTING OFFICER,
REPRESENTATIVE, OR ANY GOVERNMENT AGENCY. THE STORMWATER MANAGEMENT PLAN
SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER AND THE SUBMITTAL SHALL BEAR THE
STAMP AND SIGNATURE OF THE PROFESSIONAL, IN ORDER TO BE REVIEWED. CALCULATIONS ARE
PART OF THE SUBMITTAL.
11. THE CONTRACTOR SHALL VERIFY ALL EQUIPMENT CONCRETE PADS AND FOUNDATIONS WITH
APPROVED VENDOR SHOP DRAWINGS. AS DEEMED NECESSARY THE DIMENSIONS SHALL BE
ADJUSTED BASED ON FINAL SHOP DRAWINGS. SUCH ADJUSTMENTS SHALL BE COORDINATED
WITH THE CONTRACTING OFFICER AND ENGINEER OF RECORD.
LEGEND
NOTE: IN CASE OF DISCREPANCIES, LEGENDS ON INDIVIDUAL DRAWINGS WILL GOVERN
CONTOUR
EXISTING INTERMEDIATE
ELEVATION
64.5
64.00
+H.P.
L.P. +
EXISTING CONTOUR64
EXIT OR NEW DOOR
SF SF
NEW LOW POINT
NEW SPOT
NEW HIGH POINT
NEW EMBANKMENT
EROSION & SEDIMENT CONTROL
SITE PLANS
SITE UTILITIES
SAN
CO
STMH
TEL
W
SMH
SANITARY SEWER
DOMESTIC WATER
STORM WATER
NEW CATCH BASIN
UTILITY CONNECTION POINT
CLEANOUT
STORM SEWER MANHOLE
SANITARY MANHOLE
NEW VALVE
NEW FIRE HYDRANT
NEW TELECOM DUCTBANK OR CONDUIT
NEW ELECTRICAL PULLBOX
NEW ELECTRICAL DUCTBANK OR CONDUIT
E
ES
SD
EXISTING CONDITIONS LEGEND;
TRUCK WASH STATION
SILT FENCE
INLET PROTECTION
EXISTING CONCRETE PAVEMENT
EXISTING BUILDING
NEW BUILDING
DISTURBANCE LIMIT
KM ID
TWO SIDE
METAL LIGHT POLE
METAL LIGHT POLE
STREET LIGHT POLE
SPOT ELEVATIONS
PROPERTY POINT
WATER MANHOLE
HEAD WALL
WATER METER
CONTROL STATION
EVERY 1.0 FEET
CONTOUR INTERVAL
ELECTRIC UTILITY
TELEPHONE MANHOLE
STORM SEWER
CATCH BASINS
SANITARY SEWER
CONCRETE POWER POLE
STORM SEWER LINE
CONCRETE LIGHT POLE
WATER VALVE
FIRE HYDRANT
CURB INLET
GUARDRAIL
SANITARY CLEAN OUT
UNDERGROUND
TELEPHONE LINE
POWER LINE
UNDERGROUND
CHAIN LINK FENCE
BARBED WIRE FENCE
WATER LINE
TELEPHONE LINE
POWER LINE
SANITARY SEWER LINE
PALM TREE
EXISTING TREE
CABLE TV POLE
GUY CABLE
HANDICAP RAMP
SIGN
CONCRETE GUTTER
MANHOLE
MANHOLE
MANHOLE
NOT IN USE POLE
EXISTING STRUCTURES
EVERY 5.0 FEET
CONTOUR INTERVAL
U/T
UE
X
E
TEL
W
STM
SAN
METAL POWER POLE
WOODEN POWER/
TELEPHONE POLE
UTILITY POLE
TELEPHONE POLE
WOODEN POWER POLE
WOODEN LIGHT POLE
CONCRETE POWER &
TELEPHONE POLE
CONCRETE SLAB
GUY POLE
UNKNOWN LINEUE
BOLLARD
NEW SANITARY SEWER MANHOLE
FIRE PROTECTION LINEF
NEW STORM MANHOLE
M ELECTRICAL MOTOR
A/C ELECTRICAL MOTOR
FIRE PROTECTION LINEF
COMMUNICATION LINECOMM
TWO SIDE
METAL LIGHT POLE
METAL LIGHT POLE
FOUR SIDE
METAL LIGHT POLE
ONE SIDE
ELEVATION
64.00
+ EXISTING SPOT
GRAVEL ROAD/ RIP-RAP PROTECTION
J.
M
AR
Q
U
EZ
W .N
O
LA
SC
O
J.
C
O
LO
N
3- C
-0
B.
D
O M
BR
O
W
SK
I
STATIONSTA
RIGHT OF WAY LINER/W, R.O.W.
SIDEWALKSW
LIMIT OF WORK
LENGTH OF CURVE
LOW
LC
POINT OF TANGENCY, POINT NO.
POINT OF INTERSECTION
PT
PI
POINT OF CURVEPC
L
STORM SEWER MANHOLEST MH
SANITARY SEWER MANHOLES MH
FINISHED FLOOR ELEVATIONFFE
BC BOTTOM OF CURB/GUTTER ELEVATION
CONCRETE SLABCS
CATCH BASINCB
APPROX.
BLDG
BOT
MAX
MATL
FMP
m
LVL
LP
L/LGTH
ID
HT
HORIZ
HH
GR
FT
FOC
FF
FDC
FES
EX
ELB
ELEV
ELECT
EA
E
DWG
DET
DN
DIM
DIAG
DIA
DEG
CU
CTR
CONT
CONST
CONN
CONC
cm
CI
BOP
SAN
SECT
SST
STD
CO
W/O W/
VERT
UTIL
UNO
TYP
ST
REQ'D
P
REF
R
POC
OD
OC
NTS
NPS
NO.
NA
MW
mm
MISC
MIN
MH
SANITARY
STORM SEWER
CLEAN OUT
WITHOUT
WITH
VERTICAL
UTILITIES
UNLESS NOTED OTHERWISE
TYPICAL
STANDARD
STAINLESS STEEL
SECTION
REQUIRED
REFERENCE
RADIUS
POINT OF CONNECTION
PROPERTY LINE
OUTSIDE DIAMETER
ON CENTER
NOT TO SCALE
NOMINAL PIPE SIZE
NUMBER
NOT APPLICABLE
MAN WAY
MILLIMETER
MISCELLANEOUS
MINIMUM
MANHOLE
MAXIMUM
MATERIAL
METER
LEVEL
LOW POINT
LENGTH
INVERT ELEVATION
INSIDE DIAMETER
HEIGHT
HORIZONTAL
HAND HOLE
GRADE
FEET
FACE OF CONCRETE
FIRE MAIN PIPING
FINISHED FLOOR
FLARED END
FIRE DEPARTMENT CONNECTION
EXISTING
ELBOW
ELEVATION
ELECTRICAL
EACH
EAST
DRAWING
DETAIL
DOWN
DIMENSION
DIAGONAL
DIAMETER
DEGREE
CUBIC
CENTER
CONTINUATION
CONSTRUCTION
CONNECTION
CONCRETE
CENTIMETER
CAST IRON
BOTTOM OF OUTSIDE PIPE ELEVATION
BUILDING
BOTTOM
APPROXIMATE
HIGH POINTHP
E/R EDGE OF ROAD
FOB FACE OF BUILDING
CMP CORRUGATED METAL PIPE
PERF. PERFORATED
PVC POLYVINYL CHORIDE PIPE
RCP REINFORCED CONCRETE PIPE
B BASE LINEL
LIMIT OF DISTURBANCELOD
N NORTH
NIC NOT IN CONTRACT
S SLOPE
TOD TOP OF DITCH
DIP DUCTILE IRON PIPE
V.I.F. VERIFY IN FIELD
EL ELEVATION
BS BUS STOP
TC TOP OF CURB ELEVATION
LIMIT OF SURVEYLOS
RIM RIM ELEVATION
TG TOP OF GRATE ELEVATION
PRHTA PUERTO RICO HIGHWAY AND
TRANSPORTATION AUTHORITY
SF SF EROSION & SEDIMENT CONTROL
TRUCK WASH STATION
SILT FENCE
INLET PROTECTION
DISTURBANCE LIMIT
I/I.E./INV
T.E. TOP ELEVATION
T.F.C TO FIELD CLARIFY
T.F.V TO FIELD VERIFY
TEMP TEMPORARY
ABBREVIATIONS:
EROSION AND SEDIMENT CONTROL
FIBER ROLL
DEMOLITION:
TRENCHING OVER ASPHALT OR CONCRETE /
FOOTING EXCAVATION OR NEW GRADING
SAW CUT OVER PAVEMENT
EXTEND TO 12-INCH HORIZONTAL AND VERTICAL
BEYOND TRENCH WIDTH
TRENCHING OVER GRASSED AREA /
NEW GRADED AREA / DISTURBED GREEN AREAS
RESTORE GREEN AREAS BY SODDING
SAW CUT LIMIT OVER ROADS
1. THE EXISTENCE OF DELETERIOUS MATERIAL, SUSCH AS GARBAGE, ORGANICS, CONSTRUCTION DEBRIS, AMONG OTHERS, WITHIN ADDITIONAL AREAS WHICH REMOVAL IS MANDATORY CAN NOT BE
DISCARDED.
2. THE FINAL DEPTH AND AERIAL EXTENT FOR MATERIAL REMOVAL WILL BE ESTABLISHED BY THE
GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE.
3. THE RIPPABILITY OF THE TERRAIN SUGGESTS THAT TRACK-TYPE/HEAVY EARTH MOVEMENT
EQUIPMENT AND ASSISTED SCRAPPERS COULD INITIALLY PERFORM THE STRIPPING AND CUT
RELATED TASK.
4. WHERE THE STANDARD PENETRATION TESTS PERFORMED ON THE SUBSOIL MATERIAL OBTAINED
MORE THAT 50 BLOWS PER FOOT, THE ESTIMATED DEGREE OF RIPPING EFFORT FOR THIS
MATERIAL RANGES FROM MEDIUM TO DIFFICULT. REFER TO SHEET BB-100 FOR BORING LOCATION
AND BORINGS LOGS
5. THIS CONDITION ALSO MIGHT BE EXPECTED AT LOCATION BETWEEN BOREHOLES.
6. REFER TO SHEETS BB101 TO BB102 FOR BORING LOGS.
EARTHWORK NOTES:
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
CERTIFIED FINAL
W
2Q R
R
_P la ns -0
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E U/E
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
U /E
U /E
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
S S
S
S S
S S
S S
S S
S S
S S
S S
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
U/E
U/E
U/E
U/E
U/E U/E
U/E U/E
U/E
U/E U/E
U/E
U/E
U/E U/E
U/E U/E
U/E U/E
U/E U/E
U/E U/E
U/E U/E
U/E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
U/E U/E U/E U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E U/E U/E U/E U/E U/E U/E U/E U/E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U/E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
TEL
TEL
TEL
TEL
TEL
TEL
TEL U
/E
TE
L
TE
L
TEL
TEL
TEL
TE
L
TE
L
TE
L
TEL
TEL
TE
L
U/E
U /E
U /E
U /E
U /E
U /E
U /E
U/E
U/E
U/E
U/E
U/E
U/E
U/E U/E U/E U/E U/E U/E U/E U/E
U/E U/E U/E U/E
U/E U/E
U/E U/E
U/E U/E U/E U/E U/E
U /E
U/E
U /E
U /E
U /E
U /E
U /E
U /E
TEL
TEL
TEL
TEL
TEL
TEL
TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
U/E
U/E
TEL TEL TEL TEL TEL
TEL
TEL
TEL TEL
TEL TEL TEL TEL TEL
TEL TEL
TEL
TEL
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U/ E
U/ E
U/ E
U/ E
U/ E
U/E U/E U/E U/E U/E U/E U/E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
TEL
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U/E U/E U/E U/E U/E U/E
U /E
U /E
U /E
STM STM STM STM STM STM STM STM STM STM STM STM
STM
STM
STM
STM
TEL
STA-103
U/E U/E
U /E
U /E
U /E
.5
49.5
49.5
49.0
49.0
49.0 49.0
49.0
48.5
48.5
48.5
48.5
48.5
48.0
.0
48.0 48.0
47.5
.5
47.547.5 47 .0
47.0
47.0
46.5
.546.5
46.0
46.0
46.0
46.0
.5
45.5
45.545.5 45.5
45.5
45.5
45.5
45.5
.5
45.5
45.545.5
45.0
45.0
45.0
45.0
45.0
45.0
45.0
45.0
45.0
45.0
45.0
45.0
.0
45.0
45.0
.0
45.0
45.0
45.0 45.0
45.045.0
45.045.0
45.0
45.0
45.0
45.0
.0
45.0
45.0
.0
44.5
44.5
.5
44.5
44.5
44.5 44.5
44.5
44.5
44.544.5
44.5
.5
44.544.5
44.5
44.5
44.5
44.5
44.544.5
44.5
44.5
44.5 44.5
44.0
44.0
44.0
.0
.0
.0
44.0 44.0 44 .0
44.0
44.0
44.0
44.044.0
44.0
44.0
44.044.0
44.0
44.0
44.0
.0
44.044.0
44.0
43.5
43.5
.5
43.5
43.5 43.5
.5
43.5
43.5
43.5
.5
43.5
43.543.5
43.5
43.5 43.5
43.5
43.543.5
43.5
43.5
43.5
43.5
43.0
.0
43.0 43.0
.0
43.0
.0 43.0
43.0
43.0
.0
43.0
43.0
43.0 43.043.0
.0
43.0
43.0
.5
42.5
42.5
42.5
42.5
42.5 42.5
.5
42.5
42.5
42.5
42.5
42.5
42.542.5 42.542.5
42.0
.0
42.0 42.0
42.0
.0
42.042.0
.0
.0
.5
41.5
41.5
41.5
41.5
.5
41.5 41.5
41.5
41.5
41.5
41.5
41.5
41.5
41.0 41.0
41.0
41.0
41.0 41.0
41.0
41.0
41.0
41.0
40.5 40.5
40.5
40.5
.5
40.5
40.5
.0
40.0
40.0
40.040.0
39.5 39.5
39.5
39.0 39.0
39.0
SHEET - VF103
STATE R
O
AD
PR
-149
ARMY RESERVE
TRAINING CENTER
1 STORY
AREA BUILDING=
39,813.89 SQ.FT.
F.F.E.=45.31
HEIGHT=52.5FT
SHEET - VF102 SHEET - VF101
US Army Corps of Engineers Louisville District
SHEET
ID
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
2x
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
D R
AW
IN
G C
O D
E.
-W
2Q R
D
W
2D Y2
2F
D
EC
FI
LE
N
AM
E:
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
PR
A
R E
R C
IP
M
IC
R
O G
R
ID
S
PE
SQ
U
ER
A
A R
M Y
R
ES
ER
VE
C
EN
TE
R
, J U
A N
A D
IA
Z
JA
C
O
BS
E N
G
IN
EE
R
IN
G
G R
O U
P
IN
C
M ai n St re et
Fo rt
W or th , T
X
RTA SUBMISSION
PR
O
JE
C
T N
U M
B
ER
: 9
, P
VF100
O
VE
R
AL
L
SU
R
VE
Y C
O N
TR
O
L
PL
AN
OVERALL SURVEY CONTROL PLAN
SCALE: 1: 50' A1
AR
Q
U
EZ
W .N
O
LA
SC
O
J.
C
O
LO
N
3-
VF
B.
D
O M
BR
O
W
SK
I
50' 100'0
PLAN
NORTH ELEVATIONSTA
EASTING
COORDINATES
NORTHING
DESCRIPTION
SURVEY CONTROLS
43.43 44.92
634,071.13 634,050.31
721,886.30 722,011.98
NAIL AND WASHER
NAIL AND WASHER
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
CERTIFIED FINAL
W
2Q R
R
_P la ns -0
SIDEWALK
8" Ø PIPE
8" Ø PIPE
PARKING AREA
(APSHALT PAVEMENT)
PARKING AREA
(APSHALT PAVEMENT)
PARKING AREA
(APSHALT PAVEMENT)
U/E U/E U/E U/E U/E U/E U/E U/E
U/E U/E U/E U/E U/E U/E U/E U/E U/E
U /E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
S S
S S
S S
S S
APROX. DEPTH 5FT
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
APROX. DEPTH 3FT
U/E U/E U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
APROX. DEPTH 3FT
APROX. DEPTH 2FT
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U/E
APROX. DEPTH 2FT
APR
O
X. D
EPTH
2FT
APROX.
DEPTH 2FT
CONCRETE
WALL
POWER
GENERATOR
ELECTRIC
BOX
TANK
TANK
U /E
U /E
U /E
U /E
U /E
U /E
U /E
MOTOR
GATE
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
APROX.
DEPTH 5FT
APROX.
DEPTH 2FT
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
APROX.
DEPTH 5FT
APROX.
DEPTH 2FT
TEL
TEL
TEL
TE
L
TE
L
TE
L
TE
L
TEL
TEL
TEL
TE
L
APROX. D
EPTH 5F
T
U/E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U/E
U/E
APRO
X. DEPTH 3FT
U/E
U/E
U/E
U/E
U/E
U/E
U/E
APROX. DEPTH 4FT
U/E U/E U/E U/E U/E U/E U/E U/E
U/E U/E U/E
U/E U/E U/E
U/E U/E U/E U/E
U/E U/E
U/E U/E
U/E U/E U/E U/E U/E U/E
APROX.
DEPTH 4FT
APROX.
DEPTH 3FT
U /E
U /E
U/E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL
APROX. DEPTH 2FT
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
APROX.
DEPTH 4FT
U/E
U/E
U/E
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
U/E
U/E
U/ E
APROX. DEPTH 3FT
TEL TEL TEL TEL TEL TEL
TEL TEL
TEL
TEL TEL TEL
TEL TEL TEL TEL TEL TEL TEL
TEL TEL TEL
TEL
TEL
TEL
APROX. DEPTH 5FT
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
APROX. DEPTH 3FT
APROX. DEPTH 5FT
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
APROX.
DEPTH 4FT
U/ E
U/ E
U/ E
U/ E
U/ E
U/ E
APROX.
DEPTH 4FT
U/E U/E U/E U/E U/E U/E U/E U/E U/E
APROX. DEPTH 3FT
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
APR
O
X. D
EPTH
3FT
ACCESS STREET
(PAVEMENT ASPHALT)25.73
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
TEL
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
APROX.
DEPTH 5FT
20"
30" 20"
36"
10" 20" 10" 12" 15" 15"
15" 15"
18"
10"
10"
8"
8"
10"
12"
15" 10"
8"
18"
12"
12"
10"
10"
10"
10"
12"
8"
12"
10" 10" 10"
8"
18"
18"
15"
18"
24"
S.M.H.
T.E.=44.59 I.E.=37.75
GARDENER
CONCRETE
WALL
CHAIN LINK FENCE
128.41
179.32
127.51
STATE R
O
AD
PR
-149
PU
BLIC
R
IG
H
T O F W
AY
(PAVEM
EN
T ASPH
ALT)
41.22
TEL
STA-103
CONCRETE
SLAB
12"
8"
45.0
45.0
45.0 45.0
45.0
45.0
.0
45.0
45.0
44.5
.5
44.5
44.5
44.5 44.5
44.5
44.544.5
44.5
44.0
44.0
.0
.0
44.0 44.0 44 .0
44.0
44.0
44.0
44.0
43.5
43.5
.5
43.5
43.5 43.5
.5
43.5
43.5
.5
43.5
43.0
.0
43.0 43.0
.0
43.0
.0 43.0
43.0
43.0
42.5
42.5
42.5
42.5 42.5
.5
42.5
42.5
42.5
42.5
42.5
42.0
.0
42.0 42.0
42.0
.0
42.042.0
.0
.5
41.5
41.5
41.5
41.5
.5
41.5 41.5
41.5
41.5
41.5
41.5
41.0 41.0
41.0
41.0
41.0 41.0
41.0
41.0
40.5 40.5
40.5
40.5
.5
.0
40.0
40.0
39.539.0
M
AT
C H
L
IN
E
- A
1/
VF
M
AT
C H
L
IN
E
- A
1/
VF
EXISTING TRANSFORMER
& CONCRETE SLAB
APPROX. LOCATION
US Army Corps of Engineers Louisville District
SHEET
ID
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
2x
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
D R
AW
IN
G C
O D
E.
-W
2Q R
D
W
2D Y2
2F
D
EC
FI
LE
N
AM
E:
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
PR
A
R E
R C
IP
M
IC
R
O G
R
ID
S
PE
SQ
U
ER
A
A R
M Y
R
ES
ER
VE
C
EN
TE
R
, J U
A N
A D
IA
Z
JA
C
O
BS
E N
G
IN
EE
R
IN
G
G R
O U
P
IN
C
M ai n St re et
Fo rt
W or th , T
X
RTA SUBMISSION
PR
O
JE
C
T N
U M
B
ER
: 9
, P
VF101
EN
LA
R G
ED
S
U R
VE
Y
C O
N
TR
O L
PL
AN
20' 40'0
ENLARGED SURVEY CONTROL PLAN
SCALE: 1: 20' A1
J.
M
AR
Q
U
EZ
W .N
O
LA
SC
O
J.
C
O
LO
N
3-
VF
B.
D
O M
BR
O
W
SK
I
1. FOR GENERAL NOTES, EARTHWORK NOTES, LEGEND AND ABBREVIATIONS, SEE
DRAWING C-001.
2. FOR OVERALL SITE PLAN , REFER TO DWG. CS100.
3. FOR DEMOLITION PLAN, REFER TO DWG. CD100 TO CD103.
4. AS-BUILT INFORMATION SHOWN ON PLANS IS BASED ON THE "EXISTING
CONDITIONS TOPOGRAPHIC SURVEY JUANA DIAZ" PLAN PREPARED BY JAVIER E.
BIDOT ASSOCIATES, PSC DATED FEBRUARY 22, 2023.
5. VERTICAL DATUM IS REFER TO PUERTO RICO VERTICAL DATUM OF 2002
(PRVD02). HORIZONTAL CONTROL IS REFERRED TO NAD 83(2011) EPOCH 2010.
GENERAL SHEET NOTES
ELEVATIONSTA
EASTING
COORDINATES
NORTHING
DESCRIPTION
SURVEY CONTROLS
43.43 44.92
634,071.13 634,050.31
721,886.30 722,011.98
NAIL AND WASHER
NAIL AND WASHER
PLAN
NORTH
KEY PLAN PLAN
NORTH
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
CERTIFIED FINAL
W
2Q R
R
_P la ns -0
PARKING AREA
(APSHALT PAVEMENT)
PARKING AREA
(APSHALT PAVEMENT)
PARKING AREA
(APSHALT PAVEMENT)
ARMY RESERVE TRAINING CENTER
1 STORY
AREA BUILDING= 39,813.89 SQ.FT.
F.F.E.=45.31
HEIGHT=52.5FT
C O
N C
R
ETE SLAB
RAMP
CHAIN LINK FENCE
CHAIN LINK FENCE
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
U/E
U/E
U/E
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
U /E
U /E
U /E
U /E
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
STM
STM
STM
STM
STM
STM
STM
STM
S.D.MH
T.E.=45.29 I.E.=41.26
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
S.D.MH
T.E.=45.21 I.E.=42.08
STM
12" Ø C
O N
C
. PIPE
12" Ø C
O N
C
. PIPE
APROX. DEPTH 3FT
APROX. DEPTH 3FT
APROX. D
EPTH
4F T
APROX. D
EPTH
4F T
APROX. DEPTH 4FT
APROX. DEPTH 4FT
APROX. DEPTH 2FT
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
U/E
APROX.
DEPTH 4FT
APROX.
DEPTH 3FT
APROX. DEPTH 3FT APROX. DEPTH 3FT
U/E U/E U/E
U/E
APROX.
DEPTH 2FT
TEL
TEL
TEL
24"
30"
24"
U/E U/E U/E U/E U/E U/E U/E
WATER
TANK
U /E
U /E
U /E
APROX.
DEPTH 1FT
APROX. DEPTH 1FT
S.M.H.
T.E.=44.59 I.E.=37.75
125.73
MC
MC
MC
CONCRETE SLAB
ASPHALT PAVEMENT
U/E U/E U/E U/E
U /E
U /E
U /E
U /E
46.0
.5
45.5
45.545.5 45.5
45.5
45.5
45.5
45.5
.5
45.5
45.0
45.0
45.0
45.0
45.0
45.0
45.0
.0
45.0
45.0
45.0 45.045.045.0
45.0
45.0
45.0
45.0
.0
45.0
.0
44.5
44.544.5
44.5
44.5
44.5
44.544.5
44.5
44.5
44.0
.0
44.0
44.0
44.0
44.0
44.0
.0
44.0
43.543.5
43.5
43.5 43.5
43.5
.0
CANOPY
MATCH LINE - A1/VF103
M
AT
C H
L
IN
E
- A
1/
VF
US Army Corps of Engineers Louisville District
SHEET
ID
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
2x
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
D R
AW
IN
G C
O D
E.
-W
2Q R
D
W
2D Y2
2F
D
EC
FI
LE
N
AM
E:
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
PR
A
R E
R C
IP
M
IC
R
O G
R
ID
S
PE
SQ
U
ER
A
A R
M Y
R
ES
ER
VE
C
EN
TE
R
, J U
A N
A D
IA
Z
JA
C
O
BS
E N
G
IN
EE
R
IN
G
G R
O U
P
IN
C
M ai n St re et
Fo rt
W or th , T
X
RTA SUBMISSION
PR
O
JE
C
T N
U M
B
ER
: 9
, P
VF102
EN
LA
R G
ED
S
U R
VE
Y
C O
N
TR
O L
PL
AN
20' 40'0
ENLARGED SURVEY CONTROL PLAN
SCALE: 1: 20' A1
GENERAL SHEET NOTES
J.
M
AR
Q
U
EZ
W .N
O
LA
SC
O
J.
C
O
LO
N
3-
VF
B.
D
O M
BR
O
W
SK
I
1. FOR GENERAL NOTES, EARTHWORK NOTES, LEGEND AND ABBREVIATIONS, SEE
DRAWING C-001.
2. FOR OVERALL SITE PLAN , REFER TO DWG. CS100.
3. FOR DEMOLITION PLAN, REFER TO DWG. CD100 TO CD103.
4. AS-BUILT INFORMATION SHOWN ON PLANS IS BASED ON THE "EXISTING
CONDITIONS TOPOGRAPHIC SURVEY JUANA DIAZ" PLAN PREPARED BY JAVIER E.
BIDOT ASSOCIATES, PSC DATED FEBRUARY 22, 2023.
5. VERTICAL DATUM IS REFER TO PUERTO RICO VERTICAL DATUM OF 2002
(PRVD02). HORIZONTAL CONTROL IS REFERRED TO NAD 83(2011) EPOCH 2010.
PLAN
NORTH
KEY PLAN PLAN
NORTH
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
CERTIFIED FINAL
W
2Q R
R
_P la ns -0
GRAVEL PAVEMENT
CHAIN LINK FENCE
CHAIN LINK FENCE
CHAIN LINK
FENCE
U/E
U/E
U/E
U/E
U/E
U/E
U/E U/E
U/E
U/E U/E
U/E U/E
U/E U/E
U/E U/E
U/E U/E
U/E U/E
U/E U/E
U/E U/E
U/E U/E
U/E U/E
U/E U/E
U/E
APROX. DEPTH 2FT
APROX.
DEPTH 2FT
APROX.
DEPTH 2FT
APROX.
DEPTH 2FT
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
APROX.
DEPTH 2FT
APROX.
DEPTH 2FT
APROX.
DEPTH 2FT
APROX. DEPTH 1FT
CONCRETESWALE CONCRETE SWALE
HEADWALL
I.E.=45.42
HEADWALL
T.E.=47.22 I.E.=45.47
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
.5
49.5
49.5
49.0
49.0
49.0 49.0
49.0
48.5
48.5
48.5
48.5
48.5
48.0
.0
48.0 48.0
47.5
.5
47.547.5 47
.0
47.0
47.0
46.5
.546.5
46.0
46.0
46.0 45.545.5 45.045.0
44.5
44.544.5
44.5
44.0
44.044.0
44.0
43.5
43.543.5
43.5 43.0
43.0 43.043.0
.0
43.0
42.5 42.542.5 42.542.5
PESQUERA ARMY RESERVE CENTER
MATCH LINE - A1/VF102
US Army Corps of Engineers Louisville District
SHEET
ID
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
2x
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
D R
AW
IN
G C
O D
E.
-W
2Q R
D
W
2D Y2
2F
D
EC
FI
LE
N
AM
E:
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
PR
A
R E
R C
IP
M
IC
R
O G
R
ID
S
PE
SQ
U
ER
A
A R
M Y
R
ES
ER
VE
C
EN
TE
R
, J U
A N
A D
IA
Z
JA
C
O
BS
E N
G
IN
EE
R
IN
G
G R
O U
P
IN
C
M ai n St re et
Fo rt
W or th , T
X
RTA SUBMISSION
PR
O
JE
C
T N
U M
B
ER
: 9
, P
VF103
EN
LA
R G
ED
S
U R
VE
Y
C O
N
TR
O L
PL
AN
20' 40'0
ENLARGED SURVEY CONTROL PLAN
SCALE: 1: 40' A1
J.
M
AR
Q
U
EZ
W .N
O
LA
SC
O
J.
C
O
LO
N
3-
VF
B.
D
O M
BR
O
W
SK
I
GENERAL SHEET NOTES
1. FOR GENERAL NOTES, EARTHWORK NOTES, LEGEND AND ABBREVIATIONS, SEE
DRAWING C-001.
2. FOR OVERALL SITE PLAN , REFER TO DWG. CS100.
3. FOR DEMOLITION PLAN, REFER TO DWG. CD100 TO CD103.
4. AS-BUILT INFORMATION SHOWN ON PLANS IS BASED ON THE "EXISTING
CONDITIONS TOPOGRAPHIC SURVEY JUANA DIAZ" PLAN PREPARED BY JAVIER E.
BIDOT ASSOCIATES, PSC DATED FEBRUARY 22, 2023.
5. VERTICAL DATUM IS REFER TO PUERTO RICO VERTICAL DATUM OF 2002
(PRVD02). HORIZONTAL CONTROL IS REFERRED TO NAD 83(2011) EPOCH 2010.
PLAN
NORTH
KEY PLAN PLAN
NORTH
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
CERTIFIED FINAL
W
2Q R
R
_P la ns -0
U/E U/E U/E U/E U/E U/E U/E
U/E U/E U/E U/E
U/E U/E
U/E U/E
U/E U/E U/E U/E U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E U/E
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
U /E
U /E
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
S S
S S
S S
S S
S S
S
S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S
S
S S
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
U/E
U/E
U/E
U/E
U/E U/E
U/E U/E
U/E
U/E U/E
U/E
U/E
U/E U/E
U/E U/E
U/E U/E
U/E U/E
U/E U/E
U/E U/E
U/E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
U/E U/E U/E U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E U/E U/E U/E U/E U/E U/E U/E U/E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U/E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
TEL
TEL
TEL
TEL
TEL
TEL
TEL U
/E
TE
L
TE
L
TEL
TEL
TEL
TE
L
TE
L
TE
L
TEL
TEL
TE
L
U/E
U /E
U /E
U /E
U /E
U /E
U /E
U/E
U/E
U/E
U/E
U/E
U/E
U /E
U/E
U /E
U /E
U /E
U /E
U /E
U /E
TEL
TEL
TEL
TEL
TEL
TEL
TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
U/E
U/E
TEL TEL TEL TEL TEL
TEL
TEL
TEL TEL
TEL TEL TEL TEL TEL
TEL TEL
TEL
TEL
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U/ E
U/ E
U/ E
U/ E
U/ E
U/E U/E U/E U/E U/E U/E U/E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
TEL
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U/E U/E U/E U/E U/E U/E
U /E
U /E
U /E
STM STM STM STM STM STM STM STM STM STM STM STM
STM
STM
STM
STM
TEL
U/E U/E
U /E
U /E
U /E
SF
SF
SF
SFSFSFSFSF
SF
SF
31.25SF
8'x16'
STORAGE
8'x20'
OFFICE
SF
SF
SF
31.25SF
8'x16'STORAGE
SF
SF
SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSFSFSFSF
SF
SF
SF SF SF SF SF SF SF SF
SF
SF
SF
SF
SFSFSFSF
SF
SFSF
SF
SF
SF
SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
ARMY RESERVE
TRAINING CENTER
1 STORY
AREA BUILDING=
39,813.89 SQ.FT.
F.F.E.=45.31
HEIGHT=52.5FT
ST
AT
E R
O
AD
P R
-1
ES ES
ES
ES ES ES ES ES ES ES
ES ES
ES
ES ES ES ES ES ES ES
ES ES
ES
ES ES ES ES ES ES ES ES
ES ES
ES
ES ES ES ES ES ES ES ES
ES
ES
ES
ES
ES ES ES
ES ES ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES ES ES
W
PIV
ESESESESESESESESESES
ES
TTTTTT
T
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
W
W W W W W W W W W
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ESES
ES
ES
ES
ES
ES
ES
ES
ES
ESES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ESESESESESESES
ES
ESESESESES
ES
ES
ES
ES
ES
ESESES
ES ES
ES
ES
ES
ES
ES
SHEET - GC102 SHEET - GC101
SHEET - GC103
GC100
O
VE
R
AL
L
ER
O
SI
O N
S
ED
IM
EN
T
C O
N
TR
O L
PL
AN
80' 160'0
OVERALL EROSION & SEDIMENT CONTROL PLAN
SCALE: 1: 80' A1
AR
Q
U
EZ
W .N
O
LA
SC
O
J.
C
O
LO
N
3- G
C
B.
D
O M
BR
O
W
SK
I
US Army Corps of Engineers Louisville District
SHEET
ID
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
2x
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
D R
AW
IN
G C
O D
E.
-W
2Q R
D
W
2D Y2
2F
D
EC
FI
LE
N
AM
E:
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
PR
A
R E
R C
IP
M
IC
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R
ID
S
PE
SQ
U
ER
A
A R
M Y
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ER
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C
EN
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A N
A D
IA
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JA
C
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BS
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IN
EE
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IN
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G R
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P
IN
C
M ai n St re et
Fo rt
W or th , T
X
RTA SUBMISSION
PR
O
JE
C
T N
U M
B
ER
: 9
, P
PLAN
NORTH
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
CERTIFIED FINAL
W
2Q R
R
_P la ns -0
AT
C H
L
IN
E
- A
1/ G
C
M
AT
C H
L
IN
E
- A
1/ C
S1
GRASS AREA
GRASS AREA
GRASS AREA
G R
AS
S
AR
EA
EXISTING
ASPHALT PAVEMENT
ST
AT
E R
O
AD
P R
-1
PARKING AREA
(APSHALT PAVEMENT)
ACCESS STREET
(PAVEMENT ASPHALT)
STATE R
O
AD
PR
-149
PU
BLIC
R
IG
H
T O F W
AY
(PAVEM
EN
T ASPH
ALT)
GRASS AREA
ES
ES ES ES ES ES ES ES ESES ES ES ES ES ES ES ESES ES ES ES ES ES ES ES ESES ES ES ES ES ES ES ES ES
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TTTTTTTT
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ES
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ES
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ES
ES
ES
ES
ES
ES
ES
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ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
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ES
ES
ES
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ES
ES
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ES ES
T
ESES
ESESESESESESESES
SF
SF
SF
SF
SF
SFSFSFSFSF
31.25SF
31.25SF
31.25SF
31.25SF
31.25SF
31.25SF
31.25SF
31.25SF
31.25SF
8'x16'
STORAGE
8'x20'
OFFICE
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSFSFSFSFSF
SF
SF SF SF SF SF SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SFSFSFSF
SF
SF
SF
FLOW
DIRECTION
TYP.
FLOW
DIRECTION
TYP.
TEMPORARY
CONTRACTOR
FACILITIES
(SEE NOTE 9TEMPORARY
DOUBLE
SWING GATE
TEMPORARY
CHAIN-LINK
FENCE
(9) 31.25 SQ.FT
PALLETS
PORTABLE
TOILETS
US Army Corps of Engineers Louisville District
SHEET
ID
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
D R
AW
N
B Y:
D
ES
IG
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B
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BM
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D B
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IS
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N
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SO
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IT
AT
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2 3 4 5 6 7 8 9 10
F
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D
C
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A
D
AT
E M
AR
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D
ES
C R
IP
TI
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PR
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C
T N
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GC101
EN
LA
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ED
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PL
AN
20' 40'0
ENLARGED EROSION & SEDIMENT CONTROL PLAN
SCALE: 1: 20' A1
1. FOR GENERAL NOTES, EARTHWORK NOTES, LEGEND AND ABBREVIATIONS, SEE
DRAWING C-001.
2. FOR DEMOLITION PLAN, REFER TO DWG. CD100 TO CD102.
3. ALL DISTANCES, COORDINATES AND ELEVATIONS ARE EXPRESSED IN FEET U.N.O.
4. WHEN WORKING ON PAVED AREAS, THE CONTRACTOR SHALL DIVIDE THE WORK IN
PHASES TO MAINTAIN AT LEAST ONE 12 FEET WIDE LANE TO ALLOW VEHICULAR
TRAFFIC.
5. ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO ANY LAND
DISTURBANCE ACTIVITIES.
6. SEDIMENT CONTROL STRUCTURES SHALL BE INSPECTED AND REPAIRED AS
NECESSARY TO ASSURE A SATISFACTORY PERFORMANCE DURING
CONSTRUCTION.
7. PEDESTRIAN SHOULD NOT BE LED INTO CONFLICTS WITH EQUIPMENT,
OPERATIONS AND VEHICLES MOVING THROUGH OR AROUND THE WORK SITE.
CONTRACTOR SHALL MAINTAIN BUILDINGS ENTRANCES OPEN AT ALL TIMES AND
SHALL COORDINATE WITH THE OWNER FOR INSTALLATION OF TRAFFIC DEVICES.
8. THE CONTRACTOR SHALL MAINTAIN ACCESS ROAD CLEAR OF EQUIPMENT,
VEHICLES OR ANY KIND OF OBSTRUCTION. CONTRACTOR SHALL COORDINATE
WITH THE CONTRACTING OFFICER, THE HOURS AND DAYS OF EXCAVATIONS,
DEMOLITION AND CONSTRUCTION WORK. AVAILABILITY OF PARKING SPACES
SHALL BE PROVIDED IN COORDINATION WITH THE PRAR CALENDAR AND
EXPECTED VEHICULAR FLOW. ACCESSIBLE PARKING SPACES SHALL BE PROVIDED
AT TEMPORARY AREAS WITH APPROPRIATE IDENTIFICATION. ACCESSIBLE ROUTES
SHALL MAINTAIN A MINIMUM OF 36 INCHES OF WIDTH.
9. THIS PLAN SHOWS THE MINIMUM BMPS REQUIRED FOR THE OVERALL PROJECT.
BMPS SHALL BE INSTALLED ACCORDING TO THE CONSTRUCTION ACTIVITY BEING
PERFORMED. CONTRACTOR SHALL SUBMIT A CONSTRUCTION PHASING PLAN FOR
CONTRACTING OFFICE APPROVAL SHOWING PROPOSED HEAVY VEHICLE ACCESS,
STOCKPILES AREAS AND PROPOSED CLOSURES IN COORDINATION WITH NOTE 8.
10. CONTRACTOR SHALL IMPLEMENT ADDITIONAL BMPS TO AVOID STORM RUNOFF
FROM ENTERING BUILDING FOOTPRINTS OR UTILITIES TRENCHES DURING
CONSTRUCTION.
11. CONTRACTOR SHALL STABILIZE ALL DISTURBED AREAS WHERE CONSTRUCTION
ACTIVITY WILL NOT OCCUR FOR A PERIOD OF MORE THAN 21 CALENDAR DAYS BY
THE 14TH DAY AFTER CONSTRUCTION ACTIVITY HAS PERMANENTLY OR
TEMPORARILY CEASED.
12. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR
ALL GREEN AND PAVED AREAS.
13. ADDITIONAL TEMPORARY STOCKPILES AREAS SHALL BE LOCATED OUTSIDE FLOW
LINES OR LOW POINTS AND SHALL BE APPROVED BY THE CONTRACTING OFFICER.
14. FOR ADDITIONAL EROSION AND SEDIMENT CONTROL NOTES, REFER TO DWG.
C-506.
15. ALL DISTURBED GREEN AREAS SHALL BE RESTORED BY INSTALLING SOD.
GENERAL SHEET NOTES
J.
M
AR
Q
U
EZ
W .N
O
LA
SC
O
J.
C
O
LO
N
3- G
C
B.
D
O M
BR
O
W
SK
I
SHEET KEYNOTES SHEET KEYNOTES
1. SILT FENCE FOR DETAIL REF. SHEET C-506
2. FIBER ROLL., SEE NOTE 4. FOR DETAIL REF. SHEET C-506
3. TEMPORARY HOSE BIBB FOR DETAIL REF. SHEET C-506
4. TEMPORARY RIP RAP TRUCK WASHING FACILITIES. SEE NOTE 9. FOR DETAIL
REF. SHEET C-506
5. TEMPORARY STOCKPILE AREA. SEE NOTE 13. FOR DETAIL REF. SHEET C-506
6. TEMPORARY ENTRANCE WITH TRACKOUT CONTROL MAT. REFER TO NOTE 9.
7. EXITING TREE TO REMAIN. PROVIDE PROTECTION.
PLAN
NORTH
KEY PLAN PLAN
NORTH
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
CERTIFIED FINAL
W
2Q R
R
_P la ns -0
ES ES ES ES ES ES
ES
ES
ES ES ES
ES ES ES ES ES ES
ES
ES
ES ES ES
ES ES ES ES ES ES
ES
ES
ES ES ES
ES ES ES ES ES ES
ES
ES
ES ES ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES ES ES ES ES ES ES ES ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES ES ES ES ES ES ES ES ES
WWW
PIV
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
ESESES
ES
ES
ESESESESESESESESESESESESESES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ESESESESESESES
ES ES ES ES ES ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
EXISTING
ASPHALT PAVEMENT
GRASS AREA
GRASS AREA
EXISTING
ASPHALT PAVEMENT
ARMY RESERVE TRAINING CENTER
1 STORY
AREA BUILDING= 39,813.89 SQ.FT.
F.F.E.=45.31
HEIGHT=52.5FT
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSFSFSFSF
SF
SF
SF
SF
SF SF
SF
SF SF
SF
SF SF
FLOW
DIRECTION
TYP.
GRASS AREA
M
AT
C H
L
IN
E
- A
1/ G
C
1MATCH LINE - A1/GC103
US Army Corps of Engineers Louisville District
SHEET
ID
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
2x
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
D R
AW
IN
G C
O D
E.
-W
2Q R
D
W
2D Y2
2F
D
EC
FI
LE
N
AM
E:
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
PR
A
R E
R C
IP
M
IC
R
O G
R
ID
S
PE
SQ
U
ER
A
A R
M Y
R
ES
ER
VE
C
EN
TE
R
, J U
A N
A D
IA
Z
JA
C
O
BS
E N
G
IN
EE
R
IN
G
G R
O U
P
IN
C
M ai n St re et
Fo rt
W or th , T
X
RTA SUBMISSION
PR
O
JE
C
T N
U M
B
ER
: 9
, P
GC102
EN
LA
R G
ED
E
R O
SI
O
N
S
ED
IM
EN
T C
O N
TR
O
L
PL
AN
GENERAL SHEET NOTES
J.
M
AR
Q
U
EZ
W .N
O
LA
SC
O
J.
C
O
LO
N
3- G
C
B.
D
O M
BR
O
W
SK
I
20' 40'0
ENLARGED EROSION & SEDIMENT CONTROL PLAN
SCALE: 1: 20' A1
PLAN
NORTH
1. FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS, SEE DRAWING C-001.
2. FOR DEMOLITION PLAN, REFER TO DWG. CD100 TO CD102.
3. ALL DISTANCES, COORDINATES AND ELEVATIONS ARE EXPRESSED IN FEET U.N.O.
4. WHEN WORKING ON PAVED AREAS, THE CONTRACTOR SHALL DIVIDE THE WORK IN
PHASES TO MAINTAIN AT LEAST ONE 12 FEET WIDE LANE TO ALLOW VEHICULAR
TRAFFIC.
5. ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO ANY LAND
DISTURBANCE ACTIVITIES.
6. SEDIMENT CONTROL STRUCTURES SHALL BE INSPECTED AND REPAIRED AS
NECESSARY TO ASSURE A SATISFACTORY PERFORMANCE DURING
CONSTRUCTION.
7. PEDESTRIAN SHOULD NOT BE LED INTO CONFLICTS WITH EQUIPMENT,
OPERATIONS AND VEHICLES MOVING THROUGH OR AROUND THE WORK SITE.
CONTRACTOR SHALL MAINTAIN BUILDINGS ENTRANCES OPEN AT ALL TIMES AND
SHALL COORDINATE WITH THE OWNER FOR INSTALLATION OF TRAFFIC DEVICES.
8. THE CONTRACTOR SHALL MAINTAIN ACCESS ROAD CLEAR OF EQUIPMENT,
VEHICLES OR ANY KIND OF OBSTRUCTION. CONTRACTOR SHALL COORDINATE
WITH THE CONTRACTING OFFICER, THE HOURS AND DAYS OF EXCAVATIONS,
DEMOLITION AND CONSTRUCTION WORK. AVAILABILITY OF PARKING SPACES
SHALL BE PROVIDED IN COORDINATION WITH THE PRAR CALENDAR AND
EXPECTED VEHICULAR FLOW. ACCESSIBLE PARKING SPACES SHALL BE PROVIDED
AT TEMPORARY AREAS WITH APPROPRIATE IDENTIFICATION. ACCESSIBLE ROUTES
SHALL MAINTAIN A MINIMUM OF 36 INCHES OF WIDTH.
9. THIS PLAN SHOWS THE MINIMUM BMPS REQUIRED FOR THE OVERALL PROJECT.
BMPS SHALL BE INSTALLED ACCORDING TO THE CONSTRUCTION ACTIVITY BEING
PERFORMED. CONTRACTOR SHALL SUBMIT A CONSTRUCTION PHASING PLAN FOR
CONTRACTING OFFICE APPROVAL SHOWING PROPOSED HEAVY VEHICLE ACCESS,
STOCKPILES AREAS AND PROPOSED CLOSURES IN COORDINATION WITH NOTE 8.
10. CONTRACTOR SHALL IMPLEMENT ADDITIONAL BMPS TO AVOID STORM RUNOFF
FROM ENTERING BUILDING FOOTPRINTS OR UTILITIES TRENCHES DURING
CONSTRUCTION.
11. CONTRACTOR SHALL STABILIZE ALL DISTURBED AREAS WHERE CONSTRUCTION
ACTIVITY WILL NOT OCCUR FOR A PERIOD OF MORE THAN 21 CALENDAR DAYS BY
THE 14TH DAY AFTER CONSTRUCTION ACTIVITY HAS PERMANENTLY OR
TEMPORARILY CEASED.
12. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR
ALL GREEN AND PAVED AREAS.
13. ADDITIONAL TEMPORARY STOCKPILES AREAS SHALL BE LOCATED OUTSIDE FLOW
LINES OR LOW POINTS AND SHALL BE APPROVED BY THE CONTRACTING OFFICER.
14. FOR ADDITIONAL EROSION AND SEDIMENT CONTROL NOTES, REFER TO DWG.
C-506.
15. ALL DISTURBED GREEN AREAS SHALL BE RESTORED BY INSTALLING SOD.
SHEET KEYNOTES SHEET KEYNOTES
1. SILT FENCE FOR DETAIL REF. SHEET C-506
2. FIBER ROLL. SEE NOTE 4. FOR DETAIL REF. SHEET C-506
3. TEMPORARY HOSE BIBB FOR DETAIL REF. SHEET C-506
4. TEMPORARY RIP RAP TRUCK WASHING FACILITIES. SEE NOTE 9. FOR DETAIL
REF. SHEET C-506
5. TEMPORARY STOCKPILE AREA. SEE NOTE 13. FOR DETAIL REF. SHEET C-506
6. TEMPORARY ENTRANCE WITH TRACKOUT CONTROL MAT. REFER TO NOTE 9.
7. EXITING TREE TO REMAIN. PROVIDE PROTECTION.
KEY PLAN PLAN
NORTH
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
CERTIFIED FINAL
W
2Q R
R
_P la ns -0
MATCH LINE - A1/CS112
ES ES ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ESES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
EXISTING
GRAVEL SURFACE
GRASS AREA
CONCRETE CHANNEL
GRAVEL PAVEMENT
FLOW
DIRECTION
TYP.
(9) 31.25 SQ.FT
PALLETS
PORTABLE
TOILET
1 SF
SF
SF
31.25SF
31.25SF
31.25SF
31.25SF
31.25SF
31.25SF
31.25SF
31.25SF
31.25SF
8'x16'STORAGE
SF
SF
SF
SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF
SF
SF
SF
SF
SF
SF
PROVIDE SILT FENCE TO
BID OPTION 2
1PROVIDE SILT FENCE TO
BID OPTION 2
PROVIDE MATERIAL STORAGE
FOR BID OPTION 2
UNDEVELOPED LAND
VEGETATION TO REMAIN
UNDEVELOPED LAND
VEGETATION TO REMAIN
US Army Corps of Engineers Louisville District
SHEET
ID
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
2x
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
D R
AW
IN
G C
O D
E.
-W
2Q R
D
W
2D Y2
2F
D
EC
FI
LE
N
AM
E:
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
PR
A
R E
R C
IP
M
IC
R
O G
R
ID
S
PE
SQ
U
ER
A
A R
M Y
R
ES
ER
VE
C
EN
TE
R
, J U
A N
A D
IA
Z
JA
C
O
BS
E N
G
IN
EE
R
IN
G
G R
O U
P
IN
C
M ai n St re et
Fo rt
W or th , T
X
RTA SUBMISSION
PR
O
JE
C
T N
U M
B
ER
: 9
, P
GC103
EN
LA
R G
ED
E
R O
SI
O
N
S
ED
IM
EN
T C
O N
TR
O
L
PL
AN
J.
M
AR
Q
U
EZ
W .N
O
LA
SC
O
J.
C
O
LO
N
3- G
C
B.
D
O M
BR
O
W
SK
I
GENERAL SHEET NOTES
3-
20' 40'0
ENLARGED EROSION & SEDIMENT CONTROL PLAN
SCALE: 1: 20' A1
PLAN
NORTH
1. FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS, SEE DRAWING C-001.
2. FOR DEMOLITION PLAN, REFER TO DWG. CD100 TO CD102.
3. ALL DISTANCES, COORDINATES AND ELEVATIONS ARE EXPRESSED IN FEET U.N.O.
4. WHEN WORKING ON PAVED AREAS, THE CONTRACTOR SHALL DIVIDE THE WORK IN
PHASES TO MAINTAIN AT LEAST ONE 12 FEET WIDE LANE TO ALLOW VEHICULAR
TRAFFIC.
5. ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO ANY LAND
DISTURBANCE ACTIVITIES.
6. SEDIMENT CONTROL STRUCTURES SHALL BE INSPECTED AND REPAIRED AS
NECESSARY TO ASSURE A SATISFACTORY PERFORMANCE DURING
CONSTRUCTION.
7. PEDESTRIAN SHOULD NOT BE LED INTO CONFLICTS WITH EQUIPMENT,
OPERATIONS AND VEHICLES MOVING THROUGH OR AROUND THE WORK SITE.
CONTRACTOR SHALL MAINTAIN BUILDINGS ENTRANCES OPEN AT ALL TIMES AND
SHALL COORDINATE WITH THE OWNER FOR INSTALLATION OF TRAFFIC DEVICES.
8. THE CONTRACTOR SHALL MAINTAIN ACCESS ROAD CLEAR OF EQUIPMENT,
VEHICLES OR ANY KIND OF OBSTRUCTION. CONTRACTOR SHALL COORDINATE
WITH THE CONTRACTING OFFICER, THE HOURS AND DAYS OF EXCAVATIONS,
DEMOLITION AND CONSTRUCTION WORK. AVAILABILITY OF PARKING SPACES
SHALL BE PROVIDED IN COORDINATION WITH THE PRAR CALENDAR AND
EXPECTED VEHICULAR FLOW. ACCESSIBLE PARKING SPACES SHALL BE PROVIDED
AT TEMPORARY AREAS WITH APPROPRIATE IDENTIFICATION. ACCESSIBLE ROUTES
SHALL MAINTAIN A MINIMUM OF 36 INCHES OF WIDTH.
9. THIS PLAN SHOWS THE MINIMUM BMPS REQUIRED FOR THE OVERALL PROJECT.
BMPS SHALL BE INSTALLED ACCORDING TO THE CONSTRUCTION ACTIVITY BEING
PERFORMED. CONTRACTOR SHALL SUBMIT A CONSTRUCTION PHASING PLAN FOR
CONTRACTING OFFICE APPROVAL SHOWING PROPOSED HEAVY VEHICLE ACCESS,
STOCKPILES AREAS AND PROPOSED CLOSURES IN COORDINATION WITH NOTE 8.
10. CONTRACTOR SHALL IMPLEMENT ADDITIONAL BMPS TO AVOID STORM RUNOFF
FROM ENTERING BUILDING FOOTPRINTS OR UTILITIES TRENCHES DURING
CONSTRUCTION.
11. CONTRACTOR SHALL STABILIZE ALL DISTURBED AREAS WHERE CONSTRUCTION
ACTIVITY WILL NOT OCCUR FOR A PERIOD OF MORE THAN 21 CALENDAR DAYS BY
THE 14TH DAY AFTER CONSTRUCTION ACTIVITY HAS…
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