W912QR24R0044_Plans-0000.pdf
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- Solicitation number
- W912QR24R0044
About this file
This document is a Solicitation for the Ramey Army Reserve Center (ARC) Microgrid Construction project in Aguadilla, Puerto Rico. The project has an estimated price range between $10,000,000 and $25,000,000, with a North American Industrial Classification System (NAICS) code of 237130 - Power and Communication Line and Related Structures Construction. This is a full and open procurement that requires HUBZone 10% price evaluation. Contractors must be registered in the System for Award Management (SAM) database. The solicitation is being issued by the Department of the Army Corps of Engineers Engineering District Louisville.
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PROJECT
LOCATION
US Army Corps of Engineers Louisville District
SHEET
U S
A R
M Y
C O
R P
S O
F E
N G
IN
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E R
S
D R
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N B
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IT
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N N
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2 3 4 5 6 7 8 9 10
F
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D
C
B
A
US Army Corps of Engineers ®
ISSUE DATE:
D R
A W
IN
G
C O
D E
-W Q
R D
W D
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D
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B D
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B R
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IN
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M a in
S tr e e t
F o rt
W o rt h
T X
JEG Proj. No. FDZD7312
RTA SUBMISSION
R B
R A
S W
E L L
C M
A N
IS
H W
R
IG
H T
P2 NO.: 503254
G-001
C O
V E
R S
H E
E T
LOUISVILLE DISTRICT
22 DEC 2023
-G
-0
RAMEY ARMY RESERVE CENTER (ARC)
AGUADILLA, PUERTO RICO
CERTIFIED FINAL DESIGN SUBMITTAL
VICINITY MAP
SHEET INDEX
CIVIL
CIVIL NOTES, SYMBOLS, AND ABBREVIATIONSC-001
OVERALL SURVEY CONTROL PLANVF100
ENLARGED SURVEY CONTROL PLANVF101
GENERAL
COVER SHEETG-001
SHEET INDEX
ELECTRICAL
PARTIAL SINGLE LINE DIAGRAM - DEMO PLANE-600
MECHANICAL
MECHANICAL NOTES, SYMBOLS, AND ABBREVIAITONSMP001
MECHANICAL OVERALL SITE PLANMP101
MECHANICAL ENLARGED SITE PLANMP401
CONTROLS
CONTROLS ABBREVIATIONS AND GENERAL NOTESIC-001
CONTROLS SYSTEM BLOCK DIAGRAMIC-700
CONTROLS SCOPE OF WORKIC-002
CONTROLS SITE PLANIC-100
CONTROLS BUILDING 808 PLANIC-101
MECHANICAL INSTRUMENTATION SYMBOLS AND SEISMIC CRITERIAMP002
MECHANICAL DETAILSMP501
DIESEL DISTRIBUTION SYSTEM P&IDMP610
DEF DISTRIBUTION SYSTEM P&IDMP611
MECHANICAL SCHEDULESMP701
MECHANICAL SEQUENCE OF OPERATIONSMP800
ENLARGED SURVEY CONTROL PLAN
OVERALL DEMOLITION PLAN
ENLARGED DEMOLITION PLAN
ENLARGED DEMOLITION PLAN
OVERALL SITE PLAN
VF102
CD100
CD101
CD102
CS100
ENLARGED SITE PLANCS101
ENLARGED SITE PLANCS102
OVERALL UTILITY PLANCU100
ENLARGED UTILITY PLANCU101
ENLARGED UTILITY PLANCU102
GENERAL SITE DETAILSC-501
UNDERGROUND UTILITIES DETAILSC-502
ECC SWITCHGEAR PLAN AND ELEVATIONE-200
DETAILSE-500
DETAILSE-501
DETAILSE-502
CONDUIT SECTION VIEWSE-505
EQUIPMENT AND LUMINAIRE SCHEDULEE-702
STRUCTURAL
ELECTRICAL
ELECTRICAL PLAN SYMBOLS AND GENERAL NOTESE-001
ELECTRICAL ABBREVIATIONSE-002
ONE LINE SYMBOLSE-003
SOLAR PHOTOVOLTAIC ONE LINE DIAGRAM BASE BIDE-610A
CODE COMPLIANCE PLANG-010
FIRE PROTECTION
FIRE PROTECTION GENERAL NOTES, SYMBOLS, ABBREVIATIONSF-001
FIRE ALARM DETAILSFA101
PARTIAL SINGLE LINE DIAGRAM - NEW WORK E-601
STRUCTURAL GENERAL NOTES AND ABBREVIATIONSS-001
STRUCTURAL GENERAL NOTESS-002
STRUCTURAL GENERAL NOTESS-003
OVERALL PLANSS100
FOUNDATION PLANSSB100
FOUNDATION PLANSSB102
FRAMING PLANSSF100
FRAMING PLANSSF102
FRAMING SECTIONSS-300
ENLARGED PLANSS-400
FOUNDATION DETAILSS-500
FOUNDATION DETAILSS-501
FRAMING DETAILSS-510
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 - BESS POINTS IC-606
PARTIAL SITE PLAN - LIGHTING CANOPY WESTE-103
E-104 PARTIAL SITE PLAN - LIGHTING CANOPY EAST
ELECTRICAL SITE PLAN - OVERALL UNDERGROUND CONDUITE-100
ELECTRICAL SITE PLAN - DEMOE-101
E-106 ELECTRICAL SITE PLAN - OVERALL GROUNDING
E-105 ELECTRICAL SITE PLAN - LIGHTNING PROTECTION
E-107 PARTIAL SITE PLAN - GROUNDING WEST
E-108 PARTIAL SITE PLAN - GROUNDING EAST
E-109 ELECTRICAL SITE PLAN - CONNECTION PLAN
E-110 PARTIAL SITE PLAN - CONNECTIVITY ECC AREA
PARTIAL RISER DIAGRAME-507
PANEL SCHEDULESE-701
SEQUENCE OF OPERATIONE-800
OVERALL EROSION & SEDIMENT CONTROL PLANGC100
ENLARGED EROSION & SEDIMENT CONTROL PLANGC101
GC102 ENLARGED EROSION & SEDIMENT CONTROL PLAN
DISTURBANCE LIMIT COORDINATESCD601
OVERALL GEOMETRIC PLANCS110
ENLARGED GEOMETRIC PLANCS111
ENLARGED GEOMETRIC PLANCS112
GEOMETRIC DATA COORDINATESCS601
OVERALL GRADING PLANCG100
BESS AREACG401
UTILITY PROFILESCU200
UTILITY PROFILESCU201
UNDERGROUND UTILITIES DETAILS C-503
C-504 EROSION AND SEDIMENT CONTROL DETAILS
ELECTRICAL SITE PLAN - OVERALL LIGHTINGE-102
E-504 TYPICAL RACEWAY DETAILS
CONDUIT SECTION VIEWSE-506
CABLE AND CONDUIT SCHEDULEE-700
MECHANICAL DETAILSMP504
CONTROLS NETWORK CABINET DETAILIC-500
CONTROLS - SOLAR POINTS - ADDITIONAL SOLAR BID OPTION IC-605
ARCHITECTURAL
FLOOR PLAN, REFLECTED CEILING PLAN, AND ROOF PLANA-100
DOOR SCHEDULE AND DETAILSA-200
E-105A OVERALL SOLAR SITE PLAN BASE BID
E-105B OVERALL SOLAR SITE PLAN BID OPTION
HAZARDOUS AREA CLASSIFICATION - FUEL TANKSE-210
CANOPY MOUNTING DETAILS E-508
COMMUNICATION HANDHOLE DETAILS E-512
CANOPY GROUNDING E-513
HANDHOLE BUTTERFLY DIAGRAMS E-514
BESS ELEVATIONS E-515
GROUND MONITORING SYSTEM DETAILS E-516
DC SINGLE LINE E-603
SEQUENCE MATRIXE-801
SOLAR PHOTOVOLTAIC ONE LINE DIAGRAM BID OPTIONE-610B
CANOPY 1 & CANOPY 2 LAYOUTE-611
CANOPY 3 LAYOUTE-612
CANOPY 4 LAYOUT BID OPTION 1E-613A
CANOPY 4 LOYOUT BID OPTION 2E-613B
BESS AREA - CROSS SECTIONSCG402
ENLARGED CONTAINMENT AREACG403
CONTAINMENT AREA CROSS SECTIONSCG404
FOUNDATION PLANSSB101
FRAMING PLANSSF101
FRAMING SECTIONSS-301
CONCRETE DETAILSS-502
BORING LOGSBB102
BORING LOGSBB101
OVERALL BORINGS LOCATION PLANBB100
CONTROLS NETWORK BLOCK DIAGRAMIC-701
C-505 CHAIN-LINK SECURITY FENCE DETAILS (FE-8 TYPE)
C-506 CHAIN-LINK SECURITY GATE DETAILS
CANOPY MOUNTING DETAILS E-509
CONTROLS PANEL PATCH TABLES IC-607
CONTROLS ETHERNET SWITCH TABLES IC-608
ENLARGED PLANSS-401
BATTERY ENCLOSURE DETAILSS-511
BATTERY ENCLOSURE DETAILSS-512
ELEVATIONSS-600
COUNTY MAP
12-22-23
M A
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CERTIFIED FINAL
W
2Q R
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_P la ns -0
ARIMS: 200A Disposition: Maintain for 15 yrs after construction.
23 April 2024
W912QR24R0044
ELECTRICAL
CONTROL
CENTER
BATTERY
ENERGY
STORAGE
SYSTEM
FACP
PIV
F P
W
FPW
FPW FPW FPW FPW FPW FPW FPW
20'-3 55/64"
16'-10 1/4"
16'-6 7/16"
F P
W
SCALE 1" = 40'-0"
A1 CODE COMPLIANCE SITE PLAN
A. REFER TO F-001 FOR GENERAL NOTES, AND CODES
B. REFER TO FA101 FOR FIRE ALARM RISER DIAGRAM
INTERFACE
C. SCOPE OF WORK LIMITED TO: NEW UNDERGROUND
SUPPLY PIPING FROM EXISTING FIRE PUMP DISCHARGE TO
NEW FIRE HYDRANT #1 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 FACP IN ARC BUILDING 808.
E. EXISTING FIRE DEPARTMENT ACCESS ROAD AND NEW FIRE
HYDRANT LOCATIONS SHOWN.
F. REFER TO CIVIL DRAWING SHEETS CU101 AND CU102 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:
US Army Corps of Engineers Louisville District
SHEET
U S
A R
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C O
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F E
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2 3 4 5 6 7 8 9 10
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M a in
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RTA SUBMITTAL
A F
IT
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P A
T R
IC
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IB
L E
H L E
F K
O W
IT
Z
G-010
C O
D E
C O
M P
L
IA
N C
E P
L A
N
-G
-0
1 NEW FIRE HYDRANT #1. REFER TO CU101 AND CU102 FOR
ADDITIONAL FIRE HYDRANT DESIGN MODIFICATION
REQUIREMENTS.
2 FUEL STORAGE TANK
3 EMERGENCY DIESEL GENERATOR
4 BATTERY ENERGY STORAGE SYSTEM (BESS) UNITS
5 FIRE ALARM SIGNALS FROM INTEGRAL BESS UNIT FIRE
DETECTION AND SUPPRESSION SYSTEMS ROUTED TO
EXISTING FACP IN ARC BLDG 808 IN UNDERGROUND DUCT
BANK (SEE CIVIL DRAWING CU100).
6 NEW POST INDICATOR VALVE (LOCKED OPEN).
7 EXISTING FIRE DEPARTMENT ACCESS
8 EXISTING 47,752-GAL CISTERN SUPPLY TO EXISTING FIRE
PUMP LOCATED BELOW PUMP HOUSE.
9 LOCATION OF EXISTING FIRE ALARM CONTROL PANEL IN
COMMON ENTRYWAY FOR ARC BUILDING 807 AND 808.
10 350 FT FIRE HYDRANT HOSE LAY LENGTH PER UFC 3-600-01
SEC. 9-3.5.8.2..
11 FIRE DEPARTMENT APPARATUS TURN RADIUS.
KEYNOTES:
FPW
LEGEND:
EXISTING FIRE PROTECTION WATER LINE
PIV
FPW NEW FIRE PROTECTION WATER LINE
POST INDICATOR VALVE
FIRE HYDRANT
20 80
SCALE: 1"=40'-0"
0 40
TRUE NORTH
M A
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CERTIFIED FINAL
W
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ARIMS: 200A Disposition: Maintain for 15 yrs after construction.
S S
W W
W W
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
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ST
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ST
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WW
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W W W W W W W W W W W
U/T U/T U/T U/T U/T
W W
W W
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S S
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W W W W W W W W W W W W W W W W W W W W W W W
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W W
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ST
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SS 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 SSTA-1
STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STMSTM 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
STM STM STM STM STM STM STM STM STM STM STM
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STM
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ST
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ST
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ST
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ST
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ST
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ST
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ST
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E.B.
CLIFF ROAD
RAMEY AFB HOUSING
U .S
.C O
AS
T
G U
AR
D
ARMY RESERVE CENTER
BUILDING #808
3 STORY
F.F.E.=173.69
HEIGHT=100.8FT
OPERATIONS
MAINTENANCE SHOP
BUILDING #810
F.F.E.=168.25
HEIGHT=57.8FT
EXISTING BUILDING
BUILDING #809
1 STORY
F.F.E.=171.28
HEIGHT=40.9FT
ARMY RESERVE CENTER
BUILDING #807
3 STORY
F.F.E.=173.69
HEIGHT=100.8FT
B-8 B-9
B-10
B-2
B-1
B-3B-4B-5B-6
B-7
US Army Corps of Engineers Louisville District
SHEET
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SCALE: N.T.S. A1
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LEGEND
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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
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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
NOTE: IN CASE OF DISCREPANCIES, LEGENDS ON INDIVIDUAL DRAWINGS WILL GOVERN
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
CONTOUR
EXISTING INTERMEDIATE
ELEVATION
64.5
64.00
+H.P.
L.P. +
EXISTING CONTOUR64
EL ELEVATION
BS BUS STOP
TC TOP OF CURB ELEVATION
LIMIT OF SURVEYLOS
RIM RIM ELEVATION
TG TOP OF GRATE ELEVATION
EXIT OR NEW DOOR
PRHTA PUERTO RICO HIGHWAY AND
TRANSPORTATION AUTHORITY
SF SF
NEW LOW POINT
NEW SPOT
NEW HIGH POINT
NEW EMBANKMENT
EROSION & SEDIMENT CONTROL
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
TRUCK WASH STATION
SILT FENCE
INLET PROTECTION
NEW CONCRETE PAVEMENT
EXISTING BUILDING
DISTURBANCE LIMIT
I/I.E./INV
T.E. TOP ELEVATION
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
T.F.C TO FIELD CLARIFY
T.F.V TO FIELD VERIFY
ELEVATION
64.00
+ EXISTING SPOT
GRAVEL ROAD/ RIP-RAP PROTECTION
TEMP TEMPORARY
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 & UTILITIES SURVEY" PLAN PREPARED BY JAVIER E. BIDOT ASSOCIATES. PSC DATED
FEBRUARY 27, 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.
J.
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GENERAL NOTES: SITE PLANSEXISTING CONDITIONS:
ABBREVIATIONS:
EROSION AND SEDIMENT CONTROL
FIBER ROLL
DEMOLITION:
NEW ASPHALT PAVEMENT/
NEW ASPHALT PAVEMENT
OVER TRENCH FILL
NEW ASPHALT OVER SAW CUT AREA
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 INSTALLING SOD
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. 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 THE TABLE BELOW FOR APPROXIMATE DEPTH:
4. THIS CONDITION ALSO MIGHT BE EXPECTED AT LOCATION BETWEEN BOREHOLES.
5. REFER TO SHEETS BB101 TO BB102 FOR BORING LOGS.
EARTHWORK NOTES:
APPROXIMATE DEPTH FOR RIPPING EFFORT
BORING NO. APPROX. DEPTH
B-1 6 Ft
B-2 6 Ft
B-3 2 Ft
B-4 2 Ft
B-5 2 Ft
B-6 2 Ft
B-7 2 Ft
B-8 6 Ft
B-9 6 Ft
B-10 2 Ft
M A
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CERTIFIED FINAL
W
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SHEET - VF102 SHEET - VF101
CLIFF ROAD
RAMEY AFB HOUSING
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U /E
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U/E
U/E
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U /E
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U /E
U /E
U /E
U/E U/E U/E U/E
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W W
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U /E
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U /E
U/E
U/E
U/E
U/E
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U/E
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172.0
173.0
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172.5
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1.
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173.5
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171.0
171.5
168.0
169.0
170.0
171.0
168.5
169.5
170.5
168.0
169.0
170.0
168.5
169.5
170.5
172.0
173.0
172.5
171.5
174.0
175.0
173.5
174.5
5.5
165.0
166.0
167.0
168.0
169.0
170.0
171.0
172.0
165.5
166.5
167.5
168.5
169.5
170.5
171.5
172.5
173.0
173.5
165.0
166.0
167.0
168.0
169.0
170.0
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166.5
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170.5
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0169.5
165.0
166.0
167.0
168.0 169.0
165.5
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168.5 169.5
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174.5 174.0 174.5
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167.0
168.0
169.0
170.0
171.0
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169.5
170.5
171.5
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173.0
173.0
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170.0
171.0
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172.5
CLIFF RO
AD
RAMEY ARMY
RESERVE CENTER
TAX ID
#001-000-009-01-001
RAMEY ARMY
RESERVE CENTER
TAX ID
#001-000-009-01-001
PRIVATE OWNER
TAX ID
#001-000-009-02
R
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A
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ID
#0
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-0 1-
ARMY RESERVE CENTER
BUILDING #808
3 STORY
F.F.E.=173.69
HEIGHT=100.8FT
OPERATIONS
MAINTENANCE SHOP
BUILDING #810
F.F.E.=168.25
HEIGHT=57.8FT
EXISTING BUILDING
BUILDING #809
1 STORY
F.F.E.=171.28
HEIGHT=40.9FT
ARMY RESERVE CENTER
BUILDING #807
3 STORY
F.F.E.=173.69
HEIGHT=100.8FT
US Army Corps of Engineers Louisville District
SHEET
ID
U S
A R
M Y
C O
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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.
-22 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 R
A M
EY
A
R M
Y R
ES
ER
VE
C
EN
TE
R , A
G U
A D
IL
LA
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
W
2D Y2
2F
W
2Q R
D
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: 40' A1 40' 80'0
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
PLAN
NORTH
ELEVATIONSTA
EASTING
COORDINATES
NORTHING
DESCRIPTION
SURVEY CONTROLS
STA-1
STA-2
173.08 175.18
416,818.07 417,195.35
900,737.53 900,683.93
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
M
AT
C H
L
IN
E
- A
1/
VF
CLIFF ROAD
U /E
U /E
U/E
U/E
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
W W
W W
U /E
U /E
U /E
U/E
U/E
U/E
U/E
U/E
U/E
U/E U/E
U/E
U/E U/E
U/E U/E
U/E
U/E
U/E
U/E U/E U/E U/E U/E U/E U/E U/E
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
W W W W W W W W W W W W W W W W
U/E U/E U/E U/E
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
U/E
U/E U/E U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E U/E U/E U/E U/E
U/E U/E
U/E U/E
U/E
U/E U/E
U/E
U/E
U/E U/E U/E U/E U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U /E
U/E
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
U /E
U /E
U /E
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
U/E U/E U/E U/E U/E U/E
U/E
STA-2
ST
M
ST
M
ST
M
ST
M
ST
M
U /E
S S
S
SS S S S S S S S S S S S S S S S S
U/E
STA-1
STM STM STM STM STM STM STM
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E U/E
U/E U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E U/E U/E U/E U/E U/E U/E U/E U/E
U /E
U /E
37.24
220.27
ST
M
ST
M
ST
M
ST
M
21.56
CHAIN LINK FENCE
18" Ø PIPE
" Ø
P
IP
E
" Ø P
IP
ECB
T.E.=174.11
I.E.=170.54
CHAIN LINK FENCE
CHAIN LINK FENCE
APROX. DEPTH = 6"APROX.
DEPTH = 3FT
M.C.
WATER
METER
APROX.
DEPTH = 2FT
APROX. DEPTH = 3FT
E.B.
CB
T.E.=171.58
I.E.=167.41
" Ø
P
IP
E
15" Ø PIPE
AP
R
O X.
D
EP
TH
FT M.C.
E.B.
AP
R
O X.
D
EP
TH
FT
M.C.
8" Ø
P
IP
E 6"
Ø P
IP
E
8" Ø PIPE
APROX.
DEPTH = 2FT
6" Ø PIPE
APROX.
DEPTH = 2.5FT
APROX. DEPTH = 2FT
APROX. DEPTH = 2FT
APROX. DEPTH = 1FT
S.MH
T.E.=173.48
I.E.=169.18
APROX.
DEPTH = 3FT
12" Ø PIPE
APROX. DEPTH = 3FT
DEPTH = 3.FT
SIDEWALK
GAZEBO
F.F.E=173.84
PIV
A/C
STAIRSARMY RESERVE CENTER
BUILDING #807
3 STORY
F.F.E.=173.69
HEIGHT=100.8FT
12" Ø PIPE
APROX.
DEPTH = 2FT
APROX. DEPTH = 2FT
ACCESS ROAD
(ASPHALT PAVEM
ENT)7
POWER
GENERATOR
DIESEL
TANK
AP
R
O X.
D
EP
TH
.5
FT
STONES
CONCRETE
SLAB
APROX. DEPTH = 3FT
SI
D
EW
AL
K
C O
N C
R
ET
E
SL
AB
APROX. DEPTH = 2FT
CONCRETE
SLAB
RAMP
RAMEY ARMY RESERVE CENTER
TAX ID #001-000-009-01-001
RAMEY ARMY RESERVE CENTER
TAX ID #001-000-009-01-001
WWWWWWWWWWWWWWWWWWWWW
4"Ø PVC WATER LINE PER
DWG. P000 DATED MAR
04, 2011 WITH REV. NO.3
DATED NO 22, 2011
172.0
173.0
174.0
172.5
173.5
171.5
2.
173.0
1.
2.5
173.5
171.0171.0171.5
168.0
169.0
170.0
171.0
168.5
169.5
170.5
168.0
169.0
170.0
168.5
169.5
170.5
172.0
173.0
172.5
171.5
174.0
175.0
173.5
174.5
5.5
166.0
167.0
168.0
169.0
170.0
171.0
172.0
166.5
167.5
168.5
169.5
170.5
171.5
172.5
173.0
173.5
175.0
174.0
173.5 173.5
173.5
174.5
5.
175.5 175.5
175.0 175.0
174.5
175.5 175.5
173.0
174.0
173.5
173.0 173.5
173.0
173.5
173.0 172.5
172.5
173.0
174.0
175.0 174.5
174.0
173.5
174.5
174.0
175.0
173.5
174.5
175.0
174.5
174.0
174.5
174.0 173.5
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.
-22 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 R
A M
EY
A
R M
Y R
ES
ER
VE
C
EN
TE
R , A
G U
A D
IL
LA
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
W
2D Y2
2F
W
2Q R
D
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
PLAN
NORTH
ELEVATIONSTA
EASTING
COORDINATES
NORTHING
DESCRIPTION
SURVEY CONTROLS
STA-1
STA-2
173.08 175.18
416,818.07 417,195.35
900,737.53 900,683.93
NAIL AND WASHER
NAIL AND WASHER
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 CD102.
4. AS-BUILT INFORMATION SHOWN ON PLANS IS BASED ON THE "EXISTING
CONDITIONS & TOPOGRAPHIC & UTILITIES SURVEY " PLAN PREPARED BY JAVIER
E. BIDOT ASSOCIATES, PSC DATED FEBRUARY 27, 2023.
5. VERTICAL DATUM IS REFER TO PUERTO RICO VERTICAL DATUM OF 2002
(PRVD02). HORIZONTAL CONTROL IS REFERRED TO NAD 83(2011) EPOCH 2010.
6. ADDITIONAL INFORMATION RELATED TO THE PUMP HOUSE WATER LINE SUPPLY IS
BASED ON PROPOSED CONDITIONS DWG. P000 DATED MAR 04, 2011 WITH REVISION
NO.3 DATED NOV. 22, 2011. CONTRACTOR SHALL VERIFY AND CONFIRM CONDITION
IN FIELD.
GENERAL SHEET NOTES
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
C H
L
IN
E
- A
1/
VF
CLIFF ROAD
U .S
.C O
AS
T
G U
AR
D
U/E
U/E
U/E
U/E
U/E
WW
W
W
W W W W W W W W W W W W W W
U/E U/E
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
U /E
U/E U/E
U/E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U/E U/E
U/E U/E
U/T U/T U/T U/T U/T U/T U/T U/T
U/E U/E
U/E U/E
U/E U/E
U/E U/E
U/E U/E
U/E U/E U/E U/E U/E
W W
W W
W W
W
U/E U/E U/E U/E U/EU/E U/E U/E 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
S S
S
S
W W W W W W W W W
U/E U/E U/E U/E U/E U/E
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
U/E U/E U/E U/E U/E U/E U/E U/E
W W
W W
W
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U/E U/E U/E U/E U/E
U/E U/E
U/E U/E
U/E U/E
U/E
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
U/E
U /E
U /E
U /E
U /E
U /E
U/E
U /E
U /E
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 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 STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STMSTM 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
STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM
ST
M
ST
M
ST
M
ST
M
U/E U/E
14.21
14.26
U/E U/E
U/E U/E
U/E
U/E U
/E
U/E
S S
S S
113.61
141.57
40.36
80.66
U/E
U/E U/E
U/E
U/E U/E
U/E
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
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
STM
STM
STM
STM
STM
STM
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
37.43
220.23
S S
S S
S S
S S
S S
S S
S
CHAIN LINK FENCE
CHAIN LINK FENCE
CHAIN LINK FENCE
CHAIN LINK FENCE
CHAIN LINK FENCE
APROX.
DEPTH = 2FT
APROX. DEPTH = 1FT
WATER
METER
APROX.
DEPTH = 2FTAPROX.
DEPTH = 2FTAPROX.
DEPTH = 2FT
CB
T.E.=169.92
I.E.=165.01
15" Ø PIPE
S.MH
T.E.=171.15
I.E.=167.80
8" Ø PIPE8" Ø PIPE8" Ø PIPE
CB
T.E.=169.48
I.E.=163.61
WATER METER
CB
T.E.=168.91
I.E.=165.39 12 " Ø
P
IP
E
APROX.
DEPTH = 2FT
APROX.
DEPTH = 2FT
STORAGE
F.F.E.=170.78
H=28FT
APROX.
DEPTH = 2FT
M.C.
EXISTING BUILDING
BUILDING #809
1 STORY
F.F.E.=171.28
HEIGHT=40.9FT
SIDEWALK
SIDEWALKSIDEWALK
POWER
GENERATOR
APROX.
DEPTH = 3FT
PUMP
HOUSE
SI
D
EW
AL
K
OPERATIONS MAINTENANCE SHOP
BUILDING #810
F.F.E.=168.25
HEIGHT=57.8FT
RAMP
RAMP RAMP
SWALE
APROX.
DEPTH = 3FT
APROX.
DEPTH = 3FT
APROX.
DEPTH = 3FT
APROX. DEPTH = 3FT
CB
T.E.=166.10
I.E.=165.05
6" Ø PIPE
6" Ø
PIPE
APROX. DEPTH = 2FT
METAL
SHED
APROX.
DEPTH = 1FT
APROX.
DEPTH = 3FT4" Ø PIPE
M.C.
M.C.
TANK
A/C
A/C A/C
APROX.
DEPTH = 3.FT
SIDEWALK
ARMY RESERVE CENTER
BUILDING #808
3 STORY
F.F.E.=173.69
HEIGHT=100.8FT
CHAIN LINK FENCE
APROX. DEPTH = 2FT APROX. DEPTH = 2FT
CONCRETE BOX
DIESEL TANK
APROX. DEPTH = 3FT
CB
T.E.=169.45 I.E.=163.14
HEADWALL
T.E.=171.21 I.E.=170.53
8" Ø
P
IP
E
50 POWER
GENERATOR
STAIRS
" Ø
P
IP
E
CONCRETE SLAB
CB
T.E.=167.19 I.E.=165.25
18" Ø PIPE
RAMP
RAMEY ARMY RESERVE CENTER
W
W
W
W
W
WWWWWWWWWWWWWWWWWWWWWWWW
W
4"Ø PVC WATER LINE PER
DWG. P000 DATED MAR
04, 2011 WITH REV. NO.3
DATED NO 22, 2011
165.0
165.5
165.0
166.0
167.0
168.0
169.0
170.0
171.0
172.0
165.5
166.5
167.5
168.5
169.5
170.5
1.5
172.5
9.
0169.5
165.0
166.0
167.0
168.0
169.0
165.5
166.5
167.5
168.5
169.5
164.0
165.0
166.0
167.0
168.0
169.0
163.5
164.5
165.5
166.5
167.5
168.5
0.
9.
170.5
170.0
169.5
170.5
170.0
0.
169.5
171.0
1.
172.0
172.5
171.0
171.0
172.0
173.0
171.5
172.5
173.5
171.0
1.5
170.0
171.0
171.0
170.5
173.0
173.5 173.5
173.0
165.0
166.0
167.0
168.0
169.0
170.0
171.0
172.0
165.5
166.5
167.5
168.5
169.5
170.5
171.5
172.5
1.
2.
0.
1.
2.
173.0
173.0
173.5
170.0
171.0
172.0
170.5
171.5
172.5
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.
-22 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 R
A M
EY
A
R M
Y R
ES
ER
VE
C
EN
TE
R , A
G U
A D
IL
LA
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
W
2D Y2
2F
W
2Q R
D
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
ENLARGED SURVEY CONTROL PLAN
SCALE: 1: 20' A1 20' 40'0
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
PLAN
NORTH
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 CD102.
4. AS-BUILT INFORMATION SHOWN ON PLANS IS BASED ON THE "EXISTING
CONDITIONS & TOPOGRAPHIC & UTILITIES SURVEY " PLAN PREPARED BY JAVIER
E. BIDOT ASSOCIATES, PSC DATED FEBRUARY 27, 2023.
5. VERTICAL DATUM IS REFER TO PUERTO RICO VERTICAL DATUM OF 2002
(PRVD02). HORIZONTAL CONTROL IS REFERRED TO NAD 83(2011) EPOCH 2010.
6. ADDITIONAL INFORMATION RELATED TO THE PUMP HOUSE WATER LINE SUPPLY IS
BASED ON PROPOSED CONDITIONS DWG. P000 DATED MAR 04, 2011 WITH REVISION
NO.3 DATED NOV. 22, 2011. CONTRACTOR SHALL VERIFY AND CONFIRM CONDITION
IN FIELD.
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
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SHEET - GC102 SHEET - GC101
CLIFF ROAD
RAMEY AFB HOUSING
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ES ES
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ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ESESESESESESESESESESESESESESESESES
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ES
ES
ES
ESESESESESESESESESESESESESESESESES
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
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ES
ES
ES
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ES
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ES
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ES
ES ES ES ES ESESESESESES
ES
ES
ES
ES
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ESESESESESESES
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ESESES
ES
ES
ES
ES
ES
ES
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CO
ARMY RESERVE CENTER
BUILDING #808
3 STORY
F.F.E.=173.69
HEIGHT=100.8FT
OPERATIONS
MAINTENANCE SHOP
BUILDING #810
F.F.E.=168.25
HEIGHT=57.8FT
EXISTING BUILDING
BUILDING #809
1 STORY
F.F.E.=171.28
HEIGHT=40.9FT
ARMY RESERVE CENTER
BUILDING #807
3 STORY
F.F.E.=173.69
HEIGHT=100.8FT
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF
SFSF
SFSF
SF SF SF SF
SFSFSFSFSFSF
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
SFSF
SF SF SF SF SF SF
SF
SF
SF
SF
SFSF
SF
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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B
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BM
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OVERALL EROSION & SEDIMENT CONTROL PLAN
SCALE: 1: 40' A1 40' 80'0
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PLAN
NORTH
M A
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D E
S C
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CERTIFIED FINAL
W
2Q R
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- A
1/ G
C
ARMY RESERVE CENTER
BUILDING #807
3 STORY
F.F.E.=173.69
HEIGHT=100.8FT
(7) 31.25 SQ.FT
PALLETS
TEMPORARY
CONTRACTOR
FACILITIES
FLOW
DIRECTION
TYP.
FLOW
DIRECTION
TYP.
FLOW
DIRECTION
TYP.
FLOW
DIRECTION
TYP.
SF
SF
SF
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
SF
SF
SFSF
SF
SF
SF SF
31.25SF
31.25SF
31.25SF
31.25SF
31.25SF
31.25SF
31.25SF
8'x16'STORAGE
8' x2
0' O
FF
IC
E
SF SF
SF
SF
SF
SF
SF
SF
SFSFSF
SF
SF
SF
EXISTING SWING GATE
TO BE MAINTAINED OPEN
TEMPORARY
DOUBLE
SWING GATE
TEMPORARY
DOUBLE
SWING GATE
TEMPORARY
CHAIN-LINK
FENCE
TEMPORARY
CHAIN-LINK
FENCE
CONTRACTOR
PARKING AREA
PORTABLE
TOILETS
GREEN AREA
GREEN AREAGREEN AREA
GREEN AREA
GREEN AREA
GREEN AREA
GREEN AREA
GREEN AREA
GREEN AREA
GREEN AREA
ASPHALT PAVEMENT
ASPHALT PAVEMENT
ASPHALT
PAVEMENT
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
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KE
D B
Y:
AN
SI
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2x
IS
SU
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AT
E:
C O
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AC
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N O
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LI
C
IT
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N N
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2 3 4 5 6 7 8 9 10
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AR
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C R
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TI
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D R
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IN
G C
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-22 D
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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 CLOSURE 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-504.
15. ALL DISTURBED GREEN AREAS SHALL BE RESTORED BY INSTALLING SOD.
GENERAL SHEET NOTES
SHEET KEYNOTES
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
1. SILT FENCE, FOR DETAIL REF. SHEET C-504.
2. FIBER ROLL, SEE NOTE 4. FOR DETAIL REF. SHEET C-504.
3. TEMPORARY HOSE BIBB, FOR DETAIL REF. SHEET C-504.
4. INLET SEDIMENT FILTER, FOR DETAIL REF. SHEET C-504.
5. TEMPORARY RIP RAP TRUCK WASHING FACILITIES, SEE NOTE 9. FOR DETAIL
REF. SHEET C-504.
6. TEMPORARY STOCKPILE AREA, SEE NOTE 13. FOR DETAIL REF. SHEET C-504.
7. TEMPORARY ENTRANCE WITH TRACKOUT CONTROL MAT, REFER TO NOTE 9.
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
W
ES
ES
ES
ES
ES
ES
ESESESESESESESESESESESESESES
ES ES
ESESESESESESESESESESES
ESESESESESESESESESESESES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ESESESESESESESES ESESESESESESESES
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 ESESESESESES
ES
ES
ES
ES
ES
ES
PIV
ES
ES ES ES ES ESES ES ES ES ES
ES
ESESES
ES
ES
ES
ES
ES
ES
ES
CO
M
AT
C H
L
IN
E
- A
1/ G
C
CLIFF ROAD
U .S
.C O
AS
T
G U
AR
D
U/T U/T U/T U/T U/T
EXISTING BUILDING
BUILDING #809
1 STORY
F.F.E.=171.28
HEIGHT=40.9FT
OPERATIONS MAINTENANCE SHOP
BUILDING #810
F.F.E.=168.25
HEIGHT=57.8FT
ARMY RESERVE CENTER
BUILDING #808
3 STORY
F.F.E.=173.69
HEIGHT=100.8FT
SF
SFSF
SF SF SF SF
SFSFSFSFSFSF
SF
SF
SF
SF SF SF
SF SF SF
SF
SF
SF
SF SF
SFSF
SF SF SF SF SF SF
SF
2 2
FLOW
DIRECTION
TYP.
FLOW
DIRECTION
TYP.
FLOW
DIRECTION
TYP.
GREEN AREA
GREEN AREA
GREEN AREA
GREEN AREA
GREEN AREA
GREEN AREA
GREEN AREAGREEN AREA
ASPHALT PAVEMENT
ASPHALT PAVEMENT
ASPHALT PAVEMENT
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.
-22 D
EC
FI
LE
N
AM
E:
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
LO
U
IS
VI
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E, K
EN
TU
C
KY
PR
A
R E
R C
IP
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R
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R
ID
S R
A M
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A
R M
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ES
ER
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C
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LA
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IN
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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
W
2D Y2
2F
W
2Q R
D
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
ENLARGED EROSION & SEDIMENT CONTROL PLAN
SCALE: 1: 20' A1 20' 40'0
J.
M
AR
Q
U
EZ
W .N
O
LA
SC
O
J.
C
O
LO
N
3- G
C
B.
D
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BR
O
W
SK
I
PLAN
NORTH
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 CLOSURE 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-504.
15. ALL DISTURBED GREEN AREAS SHALL BE RESTORED BY INSTALLING SOD.
GENERAL SHEET NOTES
SHEET KEYNOTES
1. SILT FENCE, FOR DETAIL REF. SHEET C-504.
2. FIBER ROLL, SEE NOTE 4. FOR DETAIL REF. SHEET C-504.
3. TEMPORARY HOSE BIBB, FOR DETAIL REF. SHEET C-504.
4. INLET SEDIMENT FILTER, FOR DETAIL REF. SHEET C-504.
5. TEMPORARY RIP RAP TRUCK WASHING FACILITIES, SEE NOTE 9. FOR DETAIL
REF. SHEET C-504.
6. TEMPORARY STOCKPILE AREA, SEE NOTE 13. FOR DETAIL REF. SHEET C-504.
7. TEMPORARY ENTRANCE WITH TRACKOUT CONTROL MAT, REFER TO NOTE 9.
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
S S
W W
W W
U /E
U /E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E U/E
U/E
U/E U/E
U/E U/E
U/E
U/E
U/E
U/E U/E U/E U/E U/E U/E U/E U/E
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
ST
M
WW
W
W W W W W W W W W W W
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
U /E
U/E
U/E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U/E U/E
U/T U/T U/T U/T U/T
U/E U/E
U/E U/E
U/E U/E
U/E U/E
U/E U/E U/E
W W
W W
U/E U/E U/E U/EU/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
W W W W W W W W W W W W W W W W W W W W W W W
U/E U/E U/E U/E U/E U/E U/E U/E
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
U/E U/E
U/E U/E
U/E U/E
U/E
U/E
U/E
U/E
U/E
U/E U/E U/E U/E U/E
U/E U/E
U/E U/E
U/E
U/E U/E
U/E
U/E
W W
W W
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U /E
U/E U/E U/E U/E
U/E U/E
U/E U/E
U/E
U/E U/E U/E U/E U/E
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
U /E
U /E
U /E
U /E
U /E
U /E
U/E U/E U/E U/E U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
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U/E
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
U /E
U /E
U /E
U/E U/E U/E U/E U/E U/E
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ST
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ST
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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 STMSTM 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
STM STM STM STM STM STM STM STM STM STM STM
ST
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ST
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ST
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U/E U/E
U/E
U/E
U/E
U /E
U/E
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U/E
U/E U/E
U/E U/E
U/E U/E
U/E U/E
U/E U/E
U/E U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E U/E
U/E U/E
U/E
U/E
U/E
U/E
U/E
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STM
STM
STM
ST
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ST
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ST
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ST
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ST
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ST
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ST
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ST
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WWWWWWWWWWWWWWWWWWWWW
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CLIFF ROAD
RAMEY AFB HOUSING
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AR
D
ARMY RESERVE CENTER
BUILDING #808
3 STORY
F.F.E.=173.69
HEIGHT=100.8FT
OPERATIONS
MAINTENANCE SHOP
BUILDING #810
F.F.E.=168.25
HEIGHT=57.8FT
EXISTING BUILDING
BUILDING #809
1 STORY
F.F.E.=171.28
HEIGHT=40.9FT
ARMY RESERVE CENTER
BUILDING #807
3 STORY
F.F.E.=173.69
HEIGHT=100.8FT
SHEET - CD101SHEET - CD102
BID OPTION 2BID OPTION 1
US Army Corps of Engineers Louisville District
SHEET
ID
U S
A R
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C O
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U/E U/E U/E U/E U/E U/E U/E U/E U/E
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37.24
220.27
ST
M
ST
M
ST
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21.56
CHAIN LINK FENCE
18" Ø PIPE
" Ø
P
IP
E
" Ø P
IP
ECB
T.E.=174.11
I.E.=170.54
CHAIN LINK FENCE
CHAIN LINK FENCE
APROX. DEPTH = 6"APROX.
DEPTH = 3FT
M.C.
WATER
METER
APROX.
DEPTH = 2FT
APROX. DEPTH = 3FT
E.B.
CB
T.E.=171.58
I.E.=167.41
" Ø
P
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15" Ø PIPE
AP
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Ø P
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APROX.
DEPTH = 2FT
6" Ø PIPE
APROX.
DEPTH = 2.5FT
APROX. DEPTH = 2FT
APROX. DEPTH = 2FT
APROX. DEPTH = 1FT
S.MH
T.E.=173.48
I.E.=169.18
APROX.
DEPTH = 3FT
12" Ø PIPE
APROX. DEPTH = 3FT
DEPTH = 3.FT
SIDEWALK
GAZEBO
F.F.E=173.84
PIV
A/C
STAIRS
ARMY RESERVE CENTER
BUILDING #807
3 STORY
F.F.E.=173.69
HEIGHT=100.8FT
12" Ø PIPE
APROX.
DEPTH = 2FT
APROX. DEPTH = 2FT
ACCESS ROAD
(ASPHALT PAVEM
ENT)
POWER
GENERATOR
DIESEL
TANK
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FT
STONES
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R
ET
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SL
AB
APROX. DEPTH = 2FT
CONCRETE
SLAB
RAMP
RAMEY ARMY RESERVE CENTER
TAX ID #001-000-009-01-001
RAMEY ARMY RESERVE CENTER
TAX ID #001-000-009-01-001
WWWWWWWWWWWWWWWWWWWWW
4"Ø PVC WATER LINE PER
DWG. P000 DATED MAR
04, 2011 WITH REV. NO.3
DATED NO 22, 2011
EXISTING ASPHALT
PAVEMENT
EXISTING ASPHALT
PAVEMENT
POWER
GENERATOR
TO REMAIN
DIESEL
TANK TO
REMAIN
TO REMAIN
D1
D2
D3
D4
D5D6
D7
D8
D10
D11D12
D13D22 D23
D24 D25
D26
D9
D28 D29
D30D31
D32
D33 D34
D35
D36
D37
D38
D39
D40
D41
D48 D49 D50
D51 D52
D53
D54
D55
D56
D57 D58
D59
D27
D60
D61 D62
D63
D64
D65
D66
D67
D68D69
D179 D180
D181 D182
D70
D71
D72
D73
D74
D75 D76 D77
D78
D317
D318
D86 D88
D87
D42
D43 D89
D329 D330
D331
D332
D379 D380
153 15
V.I.F.V.I.F.
18 CONTINUE
18 END
GRASS
GRASS
GRASS
3 15
DISCONNETED SEGMENT(OBSERVED).
CONTRACTOR TO LOCATE WATER LINES
IN SERVICE AND RELOCATE CONFLICTS
WITH FOOTING.
EXISTING SANITARY PIPE NOT IN USE (POSSIBLY ABANDONED)
VERIFY IN THE FIELD BEFORE PERFORMING REMOVAL WITHIN
FOOTING EXCAVATION LIMIT. SUBGRADE SHALL BE PREPARED
PER SPECIFICATIONS. SEGMENTS TO BE SEALED AT
UPSTREAM AND DOWNSTREAM STRUCTURES
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.
-22 D
EC
FI
LE
N
AM
E:
LO
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D
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EN
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PR
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A M
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C
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R , A
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LA
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C
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IN
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R
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
W
2D Y2
2F
W
2Q R
D
PR
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JE
C
T N
U M
B
ER
: 9
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CD101
EN
LA
R G
ED
D
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20' 40'0
ENLARGED DEMOLITION PLAN
SCALE: 1: 20' A1
1. FOR GENERAL NOTES, EARTHWORK NOTES, LEGEND AND ABBREVIATIONS, SEE
DRAWING C-001.
2. FOR OVERALL SITE PLAN , REFER TO DWG. CS100.
3. FOR PROPOSED UNDERGROUND UTILITIES INFORMATION, COVERING STORM
SEWER, SANITARY SEWER, DOMESTIC WATER, FIRE PROTECTION, ELECTRICAL
AND TELECOMMUNICATIONS, REFER TO DWG. CU100 TO CU102.
4. CONTRACTOR MUST STOP OPERATION AND NOTIFY OWNER FOR PROPER
DIRECTION IF ANY ENVIRONMENTAL OR HEALTH RELATED CONTAMINATION IS
ENCOUNTERED DURING DEMOLITION / EXCAVATION PROCESS.
5. WHERE EXISTING PAVEMENT IS REQUIRED TO BE REMOVED FOR UTILITY
DEMOLITION OR INSTALLATION, SAID ITEMS SHALL BE REPLACED ACCORDING TO
PAVEMENT DETAIL ON SHEET C-501.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION AND PROTECTION OF
ALL UNDERGROUND UTILITIES TO REMAIN PRIOR TO BEGINNING OF THE
EXCAVATION WORKS.
7. THE CONTRACTOR IS RESPONSIBLE TO PERFORM A GROUND PENETRATING
RADAR STUDY TO DETERMINE THE LOCATION OF EXISTING UNDERGROUND
UTILITIES.
8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL EXISTING
UTILITIES AND STRUCTURES NOT INCLUDED IN THE…
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