100 Percent Dwgs-Generac Generators Project.pdf
PDF 24 MB Posted
- Attached to
- Y1AZ--UPGRADE GENERAC GENERATORS PROJECT 526-20-107 Federal contract opportunity
- Solicitation number
- 36C24224B0030
About this file
This document appears to be a set of 100% design drawings for the Generac Generators Project under Solicitation Number 36C24224B0030.
The solicitation is for the Upgrade Generac Generators project 526-20-107 at the James J. Peters DVA Medical Center in Bronx, NY. The Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2 is the agency issuing the solicitation. The project involves upgrading the existing Generac generators at the medical center. The solicitation does not provide specific details on the products or services required, response dates, award dates, pricing terms, set asides, or any other salient information. This document appears to be solely the 100% design drawings for the project and does not contain the full solicitation details.
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Text version
DocuSign Envelope ID: E53CF562-9CFF-44CF-9747-04347F4D7ADF
11/21/2023
DocuSign Envelope ID: E53CF562-9CFF-44CF-9747-04347F4D7ADF
11/21/2023
VA PROJECT NUMBER
Building Number
Drawing Number
Project Title
Date Checked Drawn
Drawing Title
Approved:
VA FORM 08-6231
A
B C
D E
21 4 5 6 7
321 4 5 6 7
A B
C D
E
Dwg. of
LocationLocation
Office of Construction and Facilities Management
PROJECT MANAGER: ACG Project NumberCONSULTANTS:
Headquarters:
Apogee Consulting Group, P.A.
1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 NC License #: C-1848
U.S. Department of Veterans Affairs
© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date#
D
NOVEMBER 21, 2023
SITE/100
REPLACE GENERAC
GENERATORS
526-20-107
James J. Peters VA Medical Center 130 West Kingsbridge Road
Bronx, New York 10468-3904
20-044
100% BID DOCUMENTS
Civil Engineer:
INTEGRITY
FEDERAL SERVICES
CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.ifs-ae.com
IN
TE
GRITY FEDERA
L
SERV I CES
PC ES11/21/2023 11
GENERAL NOTES, LEGEND, AND
ABBREVIATIONS
REVERSE CURB
W W
OHE OHE
UGE UGE
TRANSCURB
x x x
OHC
UGC
FM FM FM
SSSS
G G
CIVIL LEGEND ABBREVIATIONS
EXISTING
BOUNDARY/RIGHT-OF-WAY LINE
ADJACENT BOUNDARY LINE
EASEMENT LINE
ROAD CENTERLINE
HEADER CURB
CURB & GUTTER
EDGE OF PAVEMENT
CHAIN LINK FENCE
OVERHEAD UTILITY LINE
UNDERGROUND UTILITY LINE
WATER MAIN
BUILDINGS
CONCRETE SIDEWALK
SANITARY SEWER MAIN
STORM SEWER LINE
TREES/SHRUBS
LIMITS OF GRADING
INDEX CONTOUR LINE
INTERMEDIATE CONTOUR LINE
SPOT ELEVATIONS
MISCELLANEOUS SIGNS
SITE LIGHT WITH POLE
DRIP LINE OF TREES
OHE
UGE
ORNAMENTAL FENCE
SOIL PROFILE BOUNDARY
WIRE FENCEXXXX
EDGE OF GRAVEL
GUARDRAIL
EDGE OF CONCRETE
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
STORM SEWER MANHOLE
STORM SEWER INLET
STORM SEWER CATCH BASIN
STORM SEWER RIP-RAP
STORM SEWER END SECTION
FIRE HYDRANT
WATER VALVE
WATER METER
FLAG POLE
UTILITY POLE
FEATURE WALL
OHC
UGC
OVERHEAD COMMUNICATIONS LINE
UNDERGROUND COMMUNICATIONS LINE
GROUND LIGHT
UTILITY POLE GUY WIRE
SANITARY SEWER FORCE MAINFM FM FM
W W W
LIMITS OF WORK
G UNDERGROUND GAS LINE
DRIP LINE OF BRUSH
WETLANDS
ELECTRIC BOX / METER / MANHOLE
BOLLARD
MOUNTABLE CURB
STORM DRAINAGE CLEANOUT
DETAIL LABEL
SOIL PROFILE SYMBOL
PARKING COUNT
TEST-PIT
JERSEY BARRIER
GENERAL NOTES:
1. THE DEPARTMENT OF VETERANS AFFAIRS IS PROPOSING TWO NEW FUEL TANKS TO SUPPLY FIVE EXISTING GENERATORS. THE FUEL TANKS WILL BE INSTALLED AS CLOSE TO THE GENERATORS AS POSSIBLE. A WALL IS PROPOSED AROUND THE NEW FUEL TANKS AND EXISTING GENERATORS. THE PROPOSED SITE IMPROVEMENTS FOR JAMES J. PETERS DVA MEDICAL CENTER INCLUDES, BUT IS NOT LIMITED TO, DEMOLITION ACTIVITIES TO REMOVE EXISTING SITE FEATURES, CONSTRUCTION OF PAVEMENT, NEW CURBING, FUEL TANK INFRASTRUCTURE, AND ASSOCIATED ADJUSTMENTS TO
EXISTING UTILITY INFRASTRUCTURE.
2. TOPOGRAPHIC INFORMATION SHOWN HEREON WAS OBTAINED BY A FIELD RUN SURVEY BY CONTROL POINT ON MARCH 17, 2023. A COPY OF THE SURVEY IS PROVIDED WITH THIS PLAN. REFER TO THE SURVEY FOR THE VERTICAL AND HORIZONTAL DATUM.
3. SEE THIS SHEET FOR LEGEND OF SYMBOLS USED HEREIN.
4. DUE TO THE SENSITIVE NATURE OF THE SITE, CONTRACTOR SHALL MAINTAIN EACH WORK AREA IN A CLEAN AND ORDERLY APPEARANCE. TRASH AND WASTE MATERIALS SHALL BE STORED IN APPROVED CONTAINERS AND ROUTINELY DISPOSED OF OFF-SITE. CLEANUP SHALL BE REQUIRED AT THE END
OF EACH DAY AND/OR MORE FREQUENTLY AS REQUIRED.
5. AFFECT OF WORK ON PUBLIC ACCESS SHALL BE MINIMIZED AND SHALL BE COORDINATED WITH THE VA MEDICAL CENTER COR. ANY ALTERED PUBLIC TRAFFIC ROUTES SHALL BE WELL DEFINED WITH PROFESSIONALLY MADE SIGNAGE AND/OR OTHER APPROVED CONVENTIONAL METHODS.
6. THERE SHALL BE AT ALL TIMES WHEN WORK IS BEING DONE, A COMPETENT PERSON WHO IS APPRISED OF THE CONDITION AND PROGRESS OF ALL AREAS OF WORK ON SITE. THIS PERSON SHALL BE ABLE TO SPEAK FOR AND ACT IN THE BEHALF OF THE CONTRACTOR. THEY SHALL BE AWARE AND KNOWLEDGEABLE OF ALL THE SAFETY CONCERNS ON THE JOB SITE. THEY SHALL BE EMPOWERED TO IMMEDIATELY AND EFFECTIVELY MITIGATE THE
ACTIONS OF ANY WORKMAN ON SITE.
7. THE CONTRACTOR SHALL COORDINATE THE APPROPRIATE LOCATION FOR STAGING AND LAYDOWN AREAS WITH THE COR. SPACE IS LIMITED AND THE
DAILY ACTIVITIES AND DELIVERIES ARE TO REMAIN IN OPERATION DURING CONSTRUCTION.
CONSTRUCTION NOTES:
1. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE PLANS PRIOR TO CONSTRUCTION AND NOTIFYING THE U.S. DEPARTMENT OF VETERANS
AFFAIRS OF ANY CIRCUMSTANCES FOUND WITHIN THESE PLANS IN NEED OF VERIFICATION SO THAT APPROPRIATE REVISIONS CAN BE MADE, IF
WARRANTED.
2. DEVELOPMENT OF THE SITE INCLUDING CONSTRUCTION AND MATERIALS SHALL BE IN CONFORMANCE WITH THE U.S. DEPARTMENT OF VETERANS AFFAIRS REQUIREMENTS AND LOCAL/STATE CONSTRUCTION STANDARDS AND SPECIFICATIONS, WHERE APPLICABLE.
3. EROSION AND SEDIMENT CONTROL DEVICES ARE TO BE IN PLACE PRIOR TO ANY CONSTRUCTION. DUE TO THE LIMITED DISTURBANCE FOR THE PROJECT AN EROSION AND SEDIMENT CONTROL PLAN IS NOT PROVIDED. EROSION AND SEDIMENT CONTROL NOTES ARE PROVIDED ON THE SITE PLAN.
4. ALL LAND ON OR OFF-SITE WHICH IS DISTURBED BY CONSTRUCTION AND WHICH IS NOT BUILT UPON OR SURFACED SHALL BE ADEQUATELY STABILIZED TO CONTROL EROSION AND SEDIMENTATION. CONTRACTOR TO SUBMIT EROSION AND SEDIMENT CONTROL PLAN FOR REVIEW PRIOR TO START OF
WORK.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE U.S. DEPARTMENT OF VETERANS AFFAIRS OF ANY CHANGES OR CONDITIONS
ASSOCIATED WITH THE APPROVED PLANS FOR CONSTRUCTION.
6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR EQUIPMENT OF MUD AND DEBRIS, PRIOR TO ENTERING PAVED AREAS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS OF MUD AND/OR LAYING DUST AND TO TAKE ALL APPROPRIATE MEASURES NECESSARY TO ENSURE THAT STREETS ARE KEPT IN A CLEAN AND DUST FREE CONDITION AT ALL TIMES.
7. THE CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION ACTIVITIES.
8. THE CONTRACTOR SHALL CLEAR THE SITE OF ALL TREES, BUILDINGS, FOUNDATIONS, ETC. WITHIN THE LIMITS OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR COORDINATING ANY DISCONNECTION AND/OR ABANDONMENT OF EXISTING UTILITIES AND STRUCTURES. IF NECESSARY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND ABANDONING ALL EXISTING WELLS AND/OR SEPTIC DRAIN FIELDS AND COORDINATING
THEIR ABANDONMENT WITH THE HEALTH DEPARTMENT.
9. AT LEAST 2 FULL BUSINESS DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR EXPANDING INTO AN AREA PREVIOUSLY UNMARKED, CONTACT NEW YORK STATE "DIG SAFELY NEW YORK" AT 1-800-962-7962 OR 811 FOR THE LOCATING EXISTING UNDERGROUND UTILITIES.
10. THIS PLAN DOES NOT CERTIFY TO THE LOCATION OF OR THE EXISTENCE OF ANY EXISTING UNDERGROUND UTILITIES. ANY UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE RECORDS AND DISCUSSION WITH THE U.S. DEPARTMENT OF VETERANS AFFAIRS. THIS DOES NOT CONSTITUTE A GUARANTEE OF THEIR ACTUAL LOCATIONS OR THAT THEY HAVE ALL BEEN SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES PRIOR TO BEGINNING ANY CONSTRUCTION. THESE TEST HOLES WILL BE MADE TO VERIFY ALL CROSSINGS BETWEEN NEW AND EXISTING FACILITIES AND AT CRITICAL GRADE CHANGES. IF CONDITIONS ARE FOUND IN THE FIELD, WHICH ARE MATERIALLY DIFFERENT FROM THE PLANS, THE CONTRACTOR SHALL NOTIFY INTEGRITY FEDERAL SERVICES SO THAT APPROPRIATE REVISIONS IF WARRANTED CAN BE MADE TO THE
PLANS AT THE GOVERNMENT'S EXPENSE.
11. THIS PLAN DOES NOT CERTIFY TO THE SUB-SURFACE CONDITIONS OF THE SITE, OR THE LOCATION OF UNDERLYING ROCK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES TO VERIFY SUB-SURFACE CONDITIONS PRIOR TO BEGINNING ANY CONSTRUCTION.
12. ALL TESTS, STUDIES, ETC., REQUIRED DURING CONSTRUCTION WILL BE CARRIED OUT BY A THIRD PARTY ENGINEERING FIRM AND PAID FOR BY THE
CONTRACTOR.
13. ALL PROPOSED ELEVATIONS AS SHOWN HEREIN ARE FINISHED GRADE UNLESS OTHERWISE NOTED.
14. MAINTAIN A MINIMUM VERTICAL CLEARANCE OF ONE (1) FOOT SIX (6) INCHES BETWEEN CROSSING OF ALL UTILITY LINES UNLESS OTHERWISE NOTED.
15. EARTHWORK SHALL BE COMPACTED IN ACCORDANCE WITH SPECIFICATION 31 20 00.
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE U.S. DEPARTMENT OF VETERANS AFFAIRS OF ANY CONDITIONS FOUND IN THE FIELD PRIOR TO STAKEOUT THAT VARY FROM THE APPROVED PLANS OR THAT MAKE CONSTRUCTABILITY IMPOSSIBLE SO THAT APPROPRIATE REVISIONS CAN BE MADE PRIOR TO STAKEOUT AND/OR CONSTRUCTION. ANY OBSERVATIONS REGARDING APPARENT INCONSISTENCIES IN THE PLANS SHALL BE BROUGHT TO THE U.S. DEPARTMENT OF VETERANS AFFAIRS ATTENTION FOR VERIFICATION PRIOR TO STAKEOUT.
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF ITS WORK AND THE WORK OF ITS SUBCONTRACTORS. THE ENGINEER OF RECORD SHALL NOT HAVE CONTROL OVER, CHARGE OF, OR RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OR FOR
SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.
18. THE TRANSPORTATION AND STORAGE OF MATERIALS MUST BE COORDINATED WITH THE COR. THIS INCLUDE STAGING AREAS. THE SPACE AROUND THE WORK AREA IS VERY LIMITED AND IS A HIGH TRAFFIC AREA. OFFSITE STORAGE OF MATERIALS IS REQUIRED.
19. ACCESS AND PARKING FOR CONSTRUCTION STAFF MUST BE COORDINATED WITH THE COR. PARKING WILL NOT BE AVAILABLE IN CLOSE PROXIMITY TO
THE WORK AREAS. TEMPORARY PARKING FOR DELIVERIES IS TO BE EXPECTED.
20. INSTALLING CONSTRUCTION FENCE IS RECOMMENDED FOR SAFETY PURPOSES. A DETAIL IS PROVIDED WITH THE SITE DETAILS. LOCATION TO BE
COORDINATED WITH THE COR TO AVOID CONFLICTS WITH ACCESS AND PARKING.
NORTH ARROW
DEMOLISHED
EXISTING
PROPOSEDEXISTING
TO REMAIN
FAR FLOOR AREA RATIO
FC FACE OF CURB
FD FOUNTAIN DRAIN
FF FIRST FLOOR OR FINISHED FLOOR
FG FINISHED GRADE
FH FIRE HYDRANT
FIN FINISHED
FLR FLOOR
FN FENCE
FP FLOOD PLAIN
FOC FACE OF CURB
FOY FOYER
FP FLAG POLE OR FIRE PROTECTION
FPS FEET PER SECOND
FR FROM
FT FEET
FWS FLOWER WATERING STATION
G GAS
GAL GALLON
GDR GUARD RAIL
GEN GENERATOR
GFA GROSS FLOOR AREA
GIP GALVANIZED IRON PIPE
GL GROUND LEVEL
GOVT GOVERNMENT
GR GRADE
GR GUARD RAIL
GS GROUND SHOT
H HORIZONTAL
HC HANDICAP
HCP HANDICAPPED
HDPE HIGH DENSITY POLYETHYLENE
HDR HEADER
HDWL HEADWALL
HGL HYDRAULIC GRADE LINE
HH HAND HOLE
HP HIGH POINT OR HIGH PRESSURE
HR HAND RAIL
HT HEIGHT
HW HOT WATER
HWSR HOT WATER SUPPLY & RETURN
HWY HIGHWAY
HYD HYDRANT
HYDR HYDRAULIC
I RAINFALL INTENSITY
ID INSIDE DIAMETER
IN INCH
INV INVERT
IP IRON PIPE
IPF IRON PIPE FOUND
IPS IRON PIPE SET
IRR IRRIGATION
IW IRRIGATION WATER
JB JUNCTION BOX
K ONE THOUSAND (KILO)
KWY KEYWAY
L LENGTH
LAT LATERAL
LF LINEAR FEET
LOC LOCATION
LONG LONGITUDE
LOS LINE OF SIGHT
LP LOW POINT OR LOW PRESSURE
LT LIGHT OR LEFT
LL LOWER LEVEL
MAINT MAINTENANCE
MAT MATERIAL
MAX MAXIMUM
MB MAIL BOX
MECH MECHANICAL
MED MEDIUM
MEMO MEMORANDUM
MEP MECHANICAL, ELECTRICAL, PLUMBING
MFG MANUFACTURING
MGT MANAGEMENT
MH MANHOLE
MI MILE
MIN MINIMUM
MISC MISCELLANEOUS
ML MATERIALS LIST
MN MAGNETIC NORTH
MOD MODEL OR MODIFY
MON MONUMENT
MS MEDIAN STRIP
MSL MEAN SEA LEVEL
MTG MEETING
MTL MATERIAL
MULT MULTIPLE
MUNIC MUNICIPAL
N NORTH
N/F NOW OR FORMERLY
NA NOT APPLICABLE
NAT NATURAL
NATL NATIONAL
NBC NATIONAL BUILDING CODE
NBL NORTH BOUND LANE
NE NOT EXCEEDING
NFA NET FLOOR AREA
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NRCP NON-REINFORCED CONCRETE PIPE
NTP NOTICE TO PROCEED
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OFD OVERFLOW DRAIN
OH OVERHANG
OHC OVERHEAD COMMUNICATIONS
OHE OVERHEAD ELECTRIC
OS OVER-SIZED
OZ OUNCE
P PERIMETER
PAR PARALLEL
PAT PATTERN
PB PULL BOX
PC POINT OF CURVATURE
PCA PORTLAND CEMENT ASSOCIATION
PCC POINT OF COMPOUND CURVE
PCEP POINT OF CURVE, EDGE OF PAVEMENT
PCT PERCENT
PCTC POINT OF CURVE, TOP OF CURB
PERF PERFORATED
PED PEDESTAL
PG PAGE
PGL POINT OF GRADE LINE
PH PROFILE HOLE
PI POINT OF INTERSECTION
A AREA OR ARC
AC ACRE
ADA AMERICANS WITH DISABILITIES ACT
AGE ABOVE GROUND ELECTRIC
AGEC ABOVE GROUND ELECTRIC CONDUIT
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
APPROX APPROXIMATE
ARCH ARCHITECTURAL
ASPH ASPHALT
AVE AVENUE
AWWA AMERICAN WATER WORKS ASSOCIATION
A/C AIR CONDITIONING
BC BOTTOM OF CURB
BF BASEMENT FLOOR
BFP BACKFLOW PREVENTER
BFV BUTTERFLY VALVE
BITUM BITUMINOUS
BL BASE LINE
BLDG BUILDING
BLVD BOULEVARD
BM BENCHMARK
BOE BOTTOM OF EXCAVATION
BOV BLOW OFF VALVE
BRG BEARING
BRL BUILDING RESTRICTION LINE
BV BALL VALVE
BW BOTTOM OF WALL
C COEFFICIENT OF RUNOFF
CALC CALCULATE
CB CATCH BASIN OR CHORD BEARING
CC CENTER TO CENTER
CCTV CLOSED CIRCUIT TELEVISION
CD CONSTRUCTION DOCUMENTS OR CONTRACT DOCUMENTS
CDW CHILLED DRINKING WATER
CDWR CHILLED DRINKING WATER RETURN
CDWS CHILLED DRINKING WATER SUPPLY
CEM CEMENT OR CEMETERY
CF CONTRACTOR FURNISHED
CFS CUBIC FEET PER SECOND
CG CURB AND GUTTER
CHD CHORD
CIP CAST IRON PIPE
CJ CONTRACTION JOINT
CL CENTERLINE
CMP CORRUGATED METAL PIPE
CMU CONCRETE MASONRY UNIT
CND CONDUIT
CNR CORNER
CO CLEANOUT
COL COLUMN
COMM COMMUNICATIONS
CONC CONCRETE
COND CONDITION OR CONDENSER
CONF CONFERENCE
CONN CONNECTION
CON CONTAMINATED
CONSTR CONSTRUCTION
CONT CONTINUATION
CONTR CONTRACT OR CONTRACTOR
COR CONTRACTING OFFICER'S REPRESENTATIVE
COTG CLEANOUT TO GRADE
COV COVER OF CUT OFF VALVE
CPP CORRUGATED PLASTIC PIPE
CRN CROWN
CSB CONCRETE SPLASH BLOCK
CSI CONSTRUCTION SPECIFICATIONS INSTITUTE
CSP CONCRETE SEWER PIPE
CT COURT
CTR CENTER OR CONTOUR
CTRL CONTROL
CTS COOLING TOWER SUPPLY
CTV CABLE TELEVISION
CV CONTROL VALVE
CW CLOCKWISE
CWP COLD WATER PIPING
D DEPTH
DAT DATUM
DB DEED BOOK OR DESIGN-BUILD
DBL DOUBLE
DEG DEGREE
DEMO DEMOLITION
DEPT DEPARTMENT
DEP DEPRESSED
DESC DESCRIPTION
DET DETAIL
DI DROP INLET
DIA DIAMETER
DIFF DIFFERENCE
DIP DUCTILE IRON PIPE
DIST DISTANCE
DM DROP MANHOLE
DOC DOCUMENT
DOM DOMESTIC
DR DRIVE
DRE DECOMPOSED ROCK ELEVATION
DS DOWNSPOUT
DWG DRAWING
D/W DRIVEWAY
D DELTA
EA EACH
EBL EAST BOUND LANE
EC EDGE OF CONCRETE
EG EDGE OF GUTTER
EJ EXPANSION JOINT
ELEV ELEVATION
ELEC ELECTRICAL
ENTR ENTRANCE
EOI END OF INFORMATION
EP EDGE OF PAVEMENT
EPA ENVIRONMENTAL PROTECTION AGENCY
ES END SECTION
ESMT EASEMENT
ETO EARLY TURNOVER
EPT EXTERNAL PIPE THREAD
EQ EQUAL
EW END WALL
EXP EXPANSION
EX EXISTING
EXT EXTERIOR
E&S EROSION AND SEDIMENT CONTROL
PIV POST INDICATOR VALVE
PL PROPERTY LINE
POTW POTABLE WATER
PP POLYPROPYLENE (PLASTIC)
PR PROPOSED
PRC POINT OF REVERSE CURVE
PRELIM PRELIMINARY
PROP PROPOSED
PSI POUNDS PER SQUARE INCH
PSL PIPE SLEEVE
PT POINT OF TANGENCY
PV PRIVATE VAULT
PVC POLY VINYL CHLORIDE (PLASTIC PIPE)
PVI POINT OF VERTICAL INTERSECTION
PVMT PAVEMENT
PVT POINT OF VERTICAL TANGENCY
P&P PLAN AND PROFILE
Q FLOW, AMOUNT OF RUNOFF
QTR QUARTER
QTY QUANTITY
QUAD QUADRANT
QUAL QUALITY
R RISER, RADIUS
RAD RADIANS
RCP REINFORCED CONCRETE PIPE
RD ROAD, ROOF DRAIN
RDC REDUCER
RE RESIDENT ENGINEER
REP REPAIR
REQ REQUIRED
REV REVISION
RGP ROUGH GRADING PLAN
RPA RESOURCE PROTECTION AREA
RR RAILROAD
RTE ROUTE
RT RIGHT
RV RELIEF VALVE
RW RETAINING WALL
R/W RIGHT-OF-WAY
SAN SANITARY
SB SPLASH BLOCK
SBL SOUTH BOUND LANE
SCHED SCHEDULE
SD STORM DRAIN
SDMH STORM DRAIN MANHOLE
SEC SECTION
SEG SEGMENT
SEL SELECT
SEW SEWER
SF SQUARE FEET
SJ SCORED JOINT
SLV SLEEVE
SMH STEAM MANHOLE
SOV SHUT OFF VALVE
SP SITE PLAN
SPEC SPECIFICATION
SPKLR SPRINKLER
SQ SQUARE
SS SANITARY SEWER, STORM SEWER OR STEAM SUPPLY
ST STREET
STA STATION
STD STANDARD
STE STEAM
STK STACK
STM STORM
SUPT SUPPORT
SURV SURVEY
SVC SERVICE
S/W SIDEWALK
SWG SEWAGE
Sx CROSS SLOPE
SYM SYMBOL
T TANGENT
T&M TIME AND MATERIALS
TB TEST BORE
TBRL TO BE RELOCATED
TC TOP OF CURB
TCP TERRA COTTA PIPE, TRAFFIC CONTROL PLAN
TELE TELEPHONE
TH TEST HOLE
TNL TUNNEL
TOB TOP OF BANK
TOC TOP OF CURB
TOP TOP OF PAVEMENT
TOPO TOPOGRAPHY
TP TEST PIT, TELEPHONE POLE
TW TOP OF WALL
TYP TYPICAL
UD UNDERDRAIN
U/G UNDERGROUND
UGC UNDERGROUND COMMUNICATIONS
UGE UNDERGROUND ELECTRIC
UFC UNIFORM FIRE CODE
UL UPPER LEVEL
UON UNLESS OTHERWISE NOTED
UP UTILITY POLE
UTIL UTILITY
V VERTICAL
VA VETERANS ADMINISTRATION
VAR VARIES
VC VERTICAL CURVE
VCP VITRIFIED CLAY PIPE
VEL VELOCITY
VERT VERTICAL
VF VERTICAL FOOT
VIC VICINITY
VID VIDEO
VIF VERIFY IN FIELD
VOL VOLUME
W WATER, WEST OR WIDE
W/ WITH
W/O WITHOUT
WBL WEST BOUND LANE
WI WROUGHT IRON
WL WATER LINE
WM WATER MAIN OR WATER METER
WO WORK ORDER
WSE WATER SURFACE ELEVATION
WT WATER TIGHT
WW WASTE WATER
X-ING CROSSING
YI YARD INLET
YR YEAR
Z SIDE SLOPES
GAS VALVE / METER / MANHOLE
FUEL TANK
LOCATION 1
VICINITY MAP
NOT TO SCALE
MAGNETIC
FUEL TANK
LOCATION 2
E-CI-001
MAGNETIC
AutoCAD SHX Text 8" W/M
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
TC
AutoCAD SHX Text
CO
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
INV
AutoCAD SHX Text
8" SAN. SEW.
AutoCAD SHX Text
15" HDPE
AutoCAD SHX Text
CO
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A1
AutoCAD SHX Text E
AutoCAD SHX Text co
AutoCAD SHX Text xx
AutoCAD SHX Text
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AutoCAD SHX Text
DETAIL #
AutoCAD SHX Text
SHEET REFERENCE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 543.6
AutoCAD SHX Text
TO REMAIN
AutoCAD SHX Text 8" W/M
AutoCAD SHX Text
8" SAN
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text L
AutoCAD SHX Text P
AutoCAD SHX Text
CO
AutoCAD SHX Text
EX
AutoCAD SHX Text
AutoCAD SHX Text
EX.
AutoCAD SHX Text A
AutoCAD SHX Text 11B
AutoCAD SHX Text 10C
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text L
AutoCAD SHX Text P
AutoCAD SHX Text
CO
AutoCAD SHX Text
GM
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text E
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AutoCAD SHX Text D
AutoCAD SHX Text S
Drawing Number
Project Title
Date Checked Drawn
Drawing Title
Approved:
VA FORM 08-6231
A
B C
D E
21 4 5 6 7
321 4 5 6 7
A B
C D
E
Dwg. of
LocationLocation
Office of Construction and Facilities Management
PROJECT MANAGER: ACG Project NumberCONSULTANTS:
Headquarters:
Apogee Consulting Group, P.A.
1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 NC License #: C-1848
U.S. Department of Veterans Affairs
© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date#
D
NOVEMBER 21, 2023
SITE/100
REPLACE GENERAC
GENERATORS
526-20-107
James J. Peters VA Medical Center 130 West Kingsbridge Road
Bronx, New York 10468-3904
20-044
100% BID DOCUMENTS
Civil Engineer:
INTEGRITY
FEDERAL SERVICES
CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.ifs-ae.com
IN
TE
GRI TY FEDERAL
SERV I CE S
PC ES11/21/2023 11
SITE SURVEY
SURVEY PROVIDED FOR
INFORMATIONAL PURPOSES ONLY.
GENERATOR
GENERATOR
E-XP-101
LIMITS OF
CONSTRUCTION
KEY DESCRIPTION
1. METAL SHIPPING CONTAINER TO BE RELOCATED.
2. DUMPSTERS, AND TRASH COMPACTOR TO BE
RELOCATED.
3. BOLLARDS TO BE REMOVED (TYP).
4. METAL GAURDRAIL TO BE REMOVED.
5. CONCRETE BLOCK TO BE REMOVED.
6. CHAINLINK FENCE TO BE REMOVED.
7. TREES AND VEGETATION TO BE REMOVED.
8. CURB TO BE REMOVED.
DEMOLITION
LEGEND:
CONCRETE PAVEMENT AND BASE MATERIAL
TO BE REMOVED
VA PROJECT NUMBER
Building Number
Drawing Number
Project Title
Date Checked Drawn
Drawing Title
Approved:
VA FORM 08-6231
A
B C
D E
21 4 5 6 7
SHEET NOTES:
KEY NOTES:
321 4 5 6 7
A B
C D
E
Dwg. of
LocationLocation
Office of Construction and Facilities Management
PROJECT MANAGER: ACG Project NumberCONSULTANTS:
Headquarters:
Apogee Consulting Group, P.A.
1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 NC License #: C-1848
U.S. Department of Veterans Affairs
© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date#
KEY PLAN
D
AREA OF WORK
NOVEMBER 21, 2023
SITE/100
REPLACE GENERAC
GENERATORS
526-20-107
James J. Peters VA Medical Center 130 West Kingsbridge Road
Bronx, New York 10468-3904
20-044
100% BID DOCUMENTS
Civil Engineer:
INTEGRITY
FEDERAL SERVICES
CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.ifs-ae.com
IN
TE
GRI TY FEDERAL
SERV I CE S
PC ES11/21/2023 11
DEMOLITION PLAN
DEMOLITION NOTES:
1. WHERE A PORTION OF A CONCRETE AND ASPHALT AREA IS
BEING DEMOLISHED ALL EDGES TO BE SAW CUT.
2. ALL CONCRETE AND ASPHALT REMOVAL TO INCLUDE
PAVEMENT SUB BASE.
3. EXISTING GRASSED AREAS IMPACTED BY THIS PROJECT TO
BE REMOVED. ANY AREAS DISTURBED BY THIS PROJECT
SHALL BE TEMPORARILY STABILIZED DURING
CONSTRUCTION AND PERMANENTLY STABILIZED AT THE END
OF CONSTRUCTION.
4. FOR DEMOLITION AND CONSTRUCTION OF ELECTRICAL LINES
REFER TO ELECTRICAL SHEETS.
5. ALL EXISTING SITE FEATURES, UTILITIES, AND OTHER
EXISTING CONDITIONS NOT PROPOSED TO BE REMOVED OR
DEMOLISHED ARE TO REMAIN OR BE REPLACED IN KIND IF
DAMAGED.
6. ALL UTILITIES PROPOSED TO BE DEMOLISHED ARE TO BE
REMOVED WITHIN THE LIMITS OF DISTURBANCE AND THE
ENDS SHOULD BE CAPPED OR TERMINATED.
7. ALL EXCAVATED MATERIAL SHOULD BE REMOVED. ONSITE
STORAGE OF MATERIALS IS NOT PROPOSED.
8. TEST PITS FOR LOCATING EXISTING UTILITIES ARE PROVIDED
ON THE SITE PLAN.
9. CONTRACTOR IS REQUIRED TO USE A PRIVATE UTILITY
LOCATOR TO IDENTIFY THE LOCATIONS OF ALL EXISTING
UTILITIES WITHIN THE LIMITS OF DISTURBANCE.
10. CONTACT NEW YORK STATE "DIG SAFELY NEW YORK" AT
1-800-962-7962 OR 811 FOR UNDERGROUND UTILITY
CLEARANCE AND MARKOUT BEFORE EXCAVATION, NOTIFY
COR 72 HRS BEFORE EXCAVATION BEGINS. MARK OUT ALL
UTILITIES BEFORE EXCAVATING.
11. HAND DIG ALL EXCAVATION FOR TEST PITS AND AROUND
EXISTING UTILITIES.
12. COORDINATE DEMOLITION DEBRIS DUMPSTER LOCATION
WITH COR.
13. PROVIDE SAFETY AND TRAFFIC CONTROL PLAN. PROVIDE 8'
HIGH CHAIN LINK FENCE AROUND WORK AREAS.
14. SHOW AREA WITH STEEL PLATES OVER TRENCHING (TO
ALLOW TRUCK TRAFFIC ACCESS) IN TRAFFIC CONTROL PLAN.
15. THE SHIPPING CONTAINER, TRASH COMPACTOR, AND
DUMPSTERS ARE PROPOSED TO BE RELOCATED. THE
CONTRACTOR SHALL COORDINATE THE FINAL LOCATION
WITH THE COR.
GRAPHICAL SCALE: 1"=10'
10 5 0 10 20 30
MAGNETIC
E-CD-101
AutoCAD SHX Text
OVERHANG
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
CONC STEPS W/3' HIGH METAL RAILING
AutoCAD SHX Text
METAL RAMP W/3' HIGH METAL RAILING
AutoCAD SHX Text
CONC WALL W/4' HIGH CLF
AutoCAD SHX Text
8' HIGH CLF
AutoCAD SHX Text
CONC CURB W/GUTTER
AutoCAD SHX Text
MGR
AutoCAD SHX Text
COMPACTOR
AutoCAD SHX Text
COINTAINER
AutoCAD SHX Text
MEDICAL STORAGE CONTAINER
AutoCAD SHX Text
METAL SHIPPING COINTAINER (TBRL)
AutoCAD SHX Text
CONC CURB
AutoCAD SHX Text T14"
AutoCAD SHX Text T16"
AutoCAD SHX Text T8"
AutoCAD SHX Text T16"
AutoCAD SHX Text T2"
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text
GENERATOR ON CONC PAD
AutoCAD SHX Text
RISER
AutoCAD SHX Text
RIM=153.22
AutoCAD SHX Text
RIM=153.27
AutoCAD SHX Text
RIM=153.34
AutoCAD SHX Text
GRT=152.52
AutoCAD SHX Text
GRT=151.54
AutoCAD SHX Text
RIM=139.93
AutoCAD SHX Text
TOWER
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
RD
AutoCAD SHX Text
LOADING DOCK
AutoCAD SHX Text
CONC CURB
AutoCAD SHX Text
CONC PAVEMENT
AutoCAD SHX Text
LOADING DOCK
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
EOC
AutoCAD SHX Text
EOP
AutoCAD SHX Text a.INV=148.1±b.INV=148.0±BOS=147.6±
AutoCAD SHX Text 12"
AutoCAD SHX Text 18"
AutoCAD SHX Text 18"
AutoCAD SHX Text 18"
AutoCAD SHX Text a.INV=142.2±b.INV=131.5±c.INV=131.3±BOS=131.3±
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
DC
AutoCAD SHX Text
CONC WALL W/6' HIGH CLF
AutoCAD SHX Text a
AutoCAD SHX Text b
AutoCAD SHX Text
CONC CURB
AutoCAD SHX Text
RIM=152.67
AutoCAD SHX Text
CS
AutoCAD SHX Text
CS
AutoCAD SHX Text
LIGHT POLE AND FIXTURE
AutoCAD SHX Text
8' HIGH CLF
AutoCAD SHX Text
DUMPSTER (TBRL)
AutoCAD SHX Text
DUMPSTER (TBRL)
AutoCAD SHX Text
TRASH COMPACTOR (TBRL)
AutoCAD SHX Text
DUMPSTER
AutoCAD SHX Text
DUMPSTER
AutoCAD SHX Text
DUMPSTER
AutoCAD SHX Text
CONC PAVEMENT
AutoCAD SHX Text
CONC PAVEMENT
AutoCAD SHX Text
MULTI STORY MASONRY BUILDING
AutoCAD SHX Text
MASONRY BUILDING
AutoCAD SHX Text
ROLL UP DOORS
AutoCAD SHX Text
DOORS
AutoCAD SHX Text
GENERATOR
AutoCAD SHX Text
GENERATOR
AutoCAD SHX Text
GENERATOR
AutoCAD SHX Text
DUMPSTER (TBRL)
X
KEY DESCRIPTION
1. BOLLARDS TO BE REMOVED (TYP).
2. METAL GAURDRAIL TO BE REMOVED.
3. PAVEMENT MARKINGS TO BE REMOVED.
DEMOLITION
LEGEND:
ASPHALT PAVEMENT AND AGGREGATE
BASE COURSE TO BE REMOVED
VA PROJECT NUMBER
Building Number
Drawing Number
Project Title
Date Checked Drawn
Drawing Title
Approved:
VA FORM 08-6231
A
B C
D E
21 4 5 6 7
SHEET NOTES:
KEY NOTES:
321 4 5 6 7
A B
C D
E
Dwg. of
LocationLocation
Office of Construction and Facilities Management
PROJECT MANAGER: ACG Project NumberCONSULTANTS:
Headquarters:
Apogee Consulting Group, P.A.
1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 NC License #: C-1848
U.S. Department of Veterans Affairs
© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date#
KEY PLAN
D
AREA OF WORK
NOVEMBER 21, 2023
SITE/100
REPLACE GENERAC
GENERATORS
526-20-107
James J. Peters VA Medical Center 130 West Kingsbridge Road
Bronx, New York 10468-3904
20-044
100% BID DOCUMENTS
Civil Engineer:
INTEGRITY
FEDERAL SERVICES
CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.ifs-ae.com
IN
TE
GRI TY FEDERAL
SERV I CE S
PC ES11/21/2023 11
DEMOLITION PLAN
GRAPHICAL SCALE: 1"=10'
10 5 0 10 20 30
MAGNETIC
DEMOLITION NOTES:
1. WHERE A PORTION OF A CONCRETE AND ASPHALT AREA IS
BEING DEMOLISHED ALL EDGES TO BE SAW CUT.
2. ALL CONCRETE AND ASPHALT REMOVAL TO INCLUDE
PAVEMENT SUB BASE.
3. EXISTING GRASSED AREAS IMPACTED BY THIS PROJECT TO
BE REMOVED. ANY AREAS DISTURBED BY THIS PROJECT
SHALL BE TEMPORARILY STABILIZED DURING
CONSTRUCTION AND PERMANENTLY STABILIZED AT THE END
OF CONSTRUCTION.
4. FOR DEMOLITION AND CONSTRUCTION OF ELECTRICAL LINES
REFER TO ELECTRICAL SHEETS.
5. ALL EXISTING SITE FEATURES, UTILITIES, AND OTHER
EXISTING CONDITIONS NOT PROPOSED TO BE REMOVED OR
DEMOLISHED ARE TO REMAIN OR BE REPLACED IN KIND IF
DAMAGED.
6. ALL UTILITIES PROPOSED TO BE DEMOLISHED ARE TO BE
REMOVED WITHIN THE LIMITS OF DISTURBANCE AND THE
ENDS SHOULD BE CAPPED OR TERMINATED.
7. ALL EXCAVATED MATERIAL SHOULD BE REMOVED. ONSITE
STORAGE OF MATERIALS IS NOT PROPOSED.
8. TEST PITS FOR LOCATING EXISTING UTILITIES ARE PROVIDED
ON THE SITE PLAN.
9. CONTRACTOR IS REQUIRED TO USE A PRIVATE UTILITY
LOCATOR TO IDENTIFY THE LOCATIONS OF ALL EXISTING
UTILITIES WITHIN THE LIMITS OF DISTURBANCE.
10. CONTACT NEW YORK STATE "DIG SAFELY NEW YORK" AT
1-800-962-7962 OR 811 FOR UNDERGROUND UTILITY
CLEARANCE AND MARKOUT BEFORE EXCAVATION, NOTIFY
COR 72 HRS BEFORE EXCAVATION BEGINS. MARK OUT ALL
UTILITIES BEFORE EXCAVATING.
11. HAND DIG ALL EXCAVATION FOR TEST PITS AND AROUND
EXISTING UTILITIES.
12. COORDINATE DEMOLITION DEBRIS DUMPSTER LOCATION
WITH COR.
13. PROVIDE SAFETY AND TRAFFIC CONTROL PLAN. PROVIDE 8'
HIGH CHAIN LINK FENCE AROUND WORK AREAS.
14. SHOW AREA WITH STEEL PLATES OVER TRENCHING (TO
ALLOW TRUCK TRAFFIC ACCESS) IN TRAFFIC CONTROL PLAN.
15. THE SHIPPING CONTAINER, TRASH COMPACTOR, AND
DUMPSTERS ARE PROPOSED TO BE RELOCATED. THE
CONTRACTOR SHALL COORDINATE THE FINAL LOCATION
WITH THE COR.
E-CD-102
AutoCAD SHX Text
EB
AutoCAD SHX Text
EB
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
OVERHANG
AutoCAD SHX Text
8' HIGH CLF
AutoCAD SHX Text
GATE
AutoCAD SHX Text
ROLLING GATE
AutoCAD SHX Text
8' HIGH CLF
AutoCAD SHX Text
2' HIGH WOOD FENCE
AutoCAD SHX Text
COINTAINER
AutoCAD SHX Text
"FIRE DEPT. P.I.V. VALVE"
AutoCAD SHX Text
MGR
AutoCAD SHX Text
CONC WALL W/4' HIGH METAL FENCE
AutoCAD SHX Text
8' HIGH CLF
AutoCAD SHX Text
MGR
AutoCAD SHX Text
SWL
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SWL
AutoCAD SHX Text
SYL
AutoCAD SHX Text
SWL
AutoCAD SHX Text
WHITE STRIPING
AutoCAD SHX Text
RIM=155.38
AutoCAD SHX Text
GENERATOR ON CONC PAD
AutoCAD SHX Text E
AutoCAD SHX Text
RIM=158.46
AutoCAD SHX Text
RIM=157.30
AutoCAD SHX Text
GENERATOR
AutoCAD SHX Text
ELEC BOX
AutoCAD SHX Text
GRT=151.50
AutoCAD SHX Text
RIM=158.77
AutoCAD SHX Text D
AutoCAD SHX Text
RIM=158.10
AutoCAD SHX Text
RIM=150.52
AutoCAD SHX Text
RIM=158.67
AutoCAD SHX Text D
AutoCAD SHX Text
RIM=158.65
AutoCAD SHX Text
GRT=158.79
AutoCAD SHX Text
RIM=157.09
AutoCAD SHX Text
CONC CURB
AutoCAD SHX Text
FRAME SHED
AutoCAD SHX Text
GARAGE DOOR
AutoCAD SHX Text
AutoCAD SHX Text
EOP
AutoCAD SHX Text
EOC
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
CONC
AutoCAD SHX Text
ASPHALT PAVEMENT
AutoCAD SHX Text 8"
AutoCAD SHX Text a.INV=146.2±b.INV=144.1±.c.INV=(COVERED) BOS=143.8±
AutoCAD SHX Text a
AutoCAD SHX Text
INV=148.5±BOS=148.5±
AutoCAD SHX Text 8"
AutoCAD SHX Text a.INV=(COVERED) b.INV=(COVERED) BOS=152.4±
AutoCAD SHX Text 3"
AutoCAD SHX Text 6"
AutoCAD SHX Text 8"
AutoCAD SHX Text a.INV=156.7±b.INV=155.1±BOS=155.0±
AutoCAD SHX Text a
AutoCAD SHX Text b
AutoCAD SHX Text b
AutoCAD SHX Text a.INV=154.9±b.INV=153.1±c.INV=153.0±d.INV=152.9±
AutoCAD SHX Text 10"
AutoCAD SHX Text a
AutoCAD SHX Text b
AutoCAD SHX Text c
AutoCAD SHX Text d
AutoCAD SHX Text 8"
AutoCAD SHX Text 10"
AutoCAD SHX Text 10"
AutoCAD SHX Text c
AutoCAD SHX Text
1 STORY MASONRY BUILDING
AutoCAD SHX Text
MULTI STORY MASONRY BUILDING
AutoCAD SHX Text
MULTI STORY MASONRY BUILDING
AutoCAD SHX Text
MULTI STORY MASONRY BUILDING
AutoCAD SHX Text
CONC CURB
AutoCAD SHX Text
EOP
AutoCAD SHX Text
BM-A
AutoCAD SHX Text
FABRIC COVERED STRUCTURE
AutoCAD SHX Text
EOP
AutoCAD SHX Text
EOC
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
ROLL UP DOOR
AutoCAD SHX Text
GENERATOR
AutoCAD SHX Text
GENERATOR
AutoCAD SHX Text
AutoCAD SHX Text
APPROXIMATE LOCATION OF EX GAS LINES (PER VA RECORDS)
6.08'
7.2'
28.19'
47.24'
39.09'
40.04'
EX1
12" HDPE
" H
DP
E
12" HDPE
12" HDPE
12" HDPE
8" HDPE
53 20
TC
53 20
TC
54 10
TC
54 10
TC
53 10
GS
53 55
GS
54 10
GS
54 20
GS
53 50
LP
53 70
GS
54 10
GS
54 10
GS
53 70
GS
53 90
GS
53 70
GS
53 70
GS
54 00
GS
54 00
GS
53 90
GS
53 50
GS
53 70
GS
53 10
GS
53 60
GS
53 50
GS
53 20
53 40
GS
53 20
GS
51 10
GS
53 40
GS
53 50
GS
52 00
GS
52 00
GS
51 80
GS
51 60
GS
51 90
GS
54 10
GS
53 60
GS
52 60
GS
53 40
GS
53 60
GS
53 60
GS
53 20
GS
53 30
TC
53 45
GS
53 60
GS
53 20
GS53 10
GS
53 30
GS
53 40
GS 53 50
GS
53 50
GS
53 60
GS
53 65
GS
53 80
GS
54 00
GS
54 20
GS
54 20
GS
53 60
GS
53 00
LP
53 15
GS
CONCRETE PAVEMENT
KEY DESCRIPTION
1. 12,000 GAL. FUEL TANK. REFER TO MECHANICAL
DRAWINGS
2. CONCRETE PAD. CONTRACTOR TO PROVIDE A
STRUCTURAL DESIGN THAT MEETS THE TANK
MANUFACTURER SPECIFICATIONS.
3. 12' SCREEN WALL, REFER TO STRUCTURAL
DRAWINGS
4. ACCESS DOOR
5. FUEL LINE TO GENERATORS, PAVEMENT UTILITY
PATCH REQUIRED.
6. NEW CURB (MATCH EXISTING)
7. SEEDED AREA SHALL BE PROTECTED WITH
STRAW AND EROSION CONTROL NETTING OR
BLANKETS.
8. FENCE (MATCH EXISTING)
SITE PLAN:
LEGEND:
TEST PIT
GRASS (MATCH EXISTING SPECIES)
NYPLAST 2' X 2'
GRATE INLET
NYPLAST 24" STRUCTURE
SOLID COVER
SITE PLAN
VA PROJECT NUMBER
Building Number
Drawing Number
Project Title
Date Checked Drawn
Drawing Title
Approved:
VA FORM 08-6231
A
B C
D E
21 4 5 6 7
SHEET NOTES:
KEY NOTES:
321 4 5 6 7
A B
C D
E
Dwg. of
LocationLocation
Office of Construction and Facilities Management
PROJECT MANAGER: ACG Project NumberCONSULTANTS:
Headquarters:
Apogee Consulting Group, P.A.
1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 NC License #: C-1848
U.S. Department of Veterans Affairs
© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date#
KEY PLAN
D
AREA OF WORK
NOVEMBER 21, 2023
SITE/100
REPLACE GENERAC
GENERATORS
526-20-107
James J. Peters VA Medical Center 130 West Kingsbridge Road
Bronx, New York 10468-3904
20-044
100% BID DOCUMENTS
Civil Engineer:
INTEGRITY
FEDERAL SERVICES
CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.ifs-ae.com
IN
TE
GRITY FEDERA
L
SERV I CES
PC ES11/21/2023 11
SITE PLAN NOTES:
1. CONTRACTOR TO MITIGATE AIR AND NOISE POLLUTION.
2. A GEOTECHNICAL REPORT WAS NOT PROVIDED.
3. CONTRACTOR TO PROVIDE A CONSTRUCTION PHASING,
PEDESTRIAN CIRCULATION AND TRAFFIC CONTROL PLAN.
4. ADA/ABA ACCESS AND EMERGENCY ACCESS TO BE
MAINTAINED THROUGHOUT CONSTRUCTION.
5. CONTRACTOR TO COORDINATE WITH VAMC AND COR ON
MAINTAINING PARKING, DELIVERIES, AND ACCESS TO
BUILDING DURING CONSTRUCTION.
6. CONTRACTOR MUST OBTAIN APPROVAL FROM THE VAMC
AND COR PRIOR TO ANY DISRUPTION IN DAILY ACTIVITIES,
UTILITIES, OR CIRCULATION PATTERNS.
7. CONTRACTOR TO ENSURE POSITIVE DRAINAGE
THROUGHOUT CONSTRUCTION.
8. WALL DESIGN TO INCLUDE UTILITY CROSSINGS BY
SLEEVE, BRIDGING, OR OTHER APPROVED METHOD.
9. PAVEMENT DETAILS PROVIDED ON SITE DETAILS SHEET.
10. PROVIDE SIGNAGE FOR TRAFFIC PERSONNEL SAFETY
AND CONSTRUCTION SIGN FOR THE PROJECT.
11. REFER TO ELECTRICAL AND MECHANICAL PLANS FOR
NEW LINES CONNECTING TO THE FUEL TANK AND
GENERATORS. INCLUDES UTILITY TRENCH DETAILS,
PUMPS, CONTROLS, ALARM SYSTEM, AND
SPECIFICATIONS.
12. EXISTING UTILITIES MAY NEED TO BE ADJUSTED
VERTICALLY AND OR HORIZONTALLY TO ACCOMMODATE
THE PROPOSE IMPROVEMENTS.
13. NEW PAVEMENT ELEVATIONS AND FINAL GRADES ARE TO
MATCH THE EXISTING ELEVATIONS.
14. THE PROPOSED ACCESS DOORS TO THE GENERATOR
SHALL BE A CONVENTIONAL 14-GA
VERTICALLY-STIFFENED HM DOOR. THE FRAMES WILL
NEED TO BE ANCHORED.
15. REFER TO EROSION AND SEDIMENT CONTROL NOTES AND
DETAILS FOR PROPOSED MEASURES.
16. CONTRACTOR SHALL REFER TO THE ELECTRICAL PLANS
FOR LOCATION OF THE NEW SERVICE LINES.
GRAPHICAL SCALE: 1"=10'
10 5 0 10 20 30
MAGNETIC
E-CS-101
AutoCAD SHX Text
OVERHANG
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
CONC STEPS W/3' HIGH METAL RAILING
AutoCAD SHX Text
METAL RAMP W/3' HIGH METAL RAILING
AutoCAD SHX Text
CONC WALL W/4' HIGH CLF
AutoCAD SHX Text
8' HIGH CLF
AutoCAD SHX Text
CONC CURB W/GUTTER
AutoCAD SHX Text
COMPACTOR
AutoCAD SHX Text
COINTAINER
AutoCAD SHX Text
MEDICAL STORAGE CONTAINER
AutoCAD SHX Text
CONC CURB
AutoCAD SHX Text
TOWER
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
RD
AutoCAD SHX Text
LOADING DOCK
AutoCAD SHX Text
CONC CURB
AutoCAD SHX Text
CONC PAVEMENT
AutoCAD SHX Text
LOADING DOCK
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
EOC
AutoCAD SHX Text
EOP
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
DC
AutoCAD SHX Text
CONC WALL W/6' HIGH CLF
AutoCAD SHX Text
CONC CURB
AutoCAD SHX Text
CS
AutoCAD SHX Text
CS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DUMPSTER
AutoCAD SHX Text
DUMPSTER
AutoCAD SHX Text
DUMPSTER
AutoCAD SHX Text
CONC PAVEMENT
AutoCAD SHX Text
CONC PAVEMENT
AutoCAD SHX Text
MULTI STORY MASONRY BUILDING
AutoCAD SHX Text
MASONRY BUILDING
AutoCAD SHX Text
ROLL UP DOORS
AutoCAD SHX Text
DOORS
8"
HDPE
9 EX3
EX2
57 30
GS
57 60
GS
58 50
GS
58 50
GS
57 80
GS
57 90
GS
58 60
GS
58 50
GS
57 80
GS
58 70
GS
58 75
GS
58 80
GS
58 70
GS
58 20
GS
58 40
GS
57 70
GS
58 20
GS
58 40
GS
58 80
GS
58 10
GS
58 00
GS
58 60
GS
58 20
GS
58 00
GS
57 90
GS
57 90
GS
57 90
GS
57 60
LP
57 90
GS
57 65
GS
58 70
GS
58 80
GS
58 60
GS
58 40
GS
58 80
GS
58 80
GS
58 60
LP
KEY DESCRIPTION
1. 8,000 GAL. FUEL TANK.
2. CONCRETE PAD. CONTRACTOR TO PROVIDE A
STRUCTURAL DESIGN THAT MEETS THE TANK
MANUFACTURER SPECIFICATIONS.
3. 12' SCREEN WALL, REFER TO STRUCTURAL
DRAWINGS
4. ACCESS DOOR
5. FUEL LINE TO GENERATORS, PAVEMENT UTILITY
PATCH REQUIRED.
SITE PLAN:
CONCRETE PAVEMENT
LEGEND:
ASPHALT PAVEMENT
TEST PIT
NYPLAST 2' X 2'
GRATE INLET
NYPLAST 24" STRUCTURE
SOLID COVER
VA PROJECT NUMBER
Building Number
Drawing Number
Project Title
Date Checked Drawn
Drawing Title
Approved:
VA FORM 08-6231
A
B C
D E
21 4 5 6 7
SHEET NOTES:
KEY NOTES:
321 4 5 6 7
A B
C D
E
Dwg. of
LocationLocation
Office of Construction and Facilities Management
PROJECT MANAGER: ACG Project NumberCONSULTANTS:
Headquarters:
Apogee Consulting Group, P.A.
1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 NC License #: C-1848
U.S. Department of Veterans Affairs
© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date#
KEY PLAN
D
AREA OF WORK
NOVEMBER 21, 2023
SITE/100
REPLACE GENERAC
GENERATORS
526-20-107
James J. Peters VA Medical Center 130 West Kingsbridge Road
Bronx, New York 10468-3904
20-044
100% BID DOCUMENTS
Civil Engineer:
INTEGRITY
FEDERAL SERVICES
CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.ifs-ae.com
IN
TE
GRITY FEDERA
L
SERV I CES
PC ES11/21/2023 11
SITE PLAN
GRAPHICAL SCALE: 1"=10'
10 5 0 10 20 30
MAGNETIC
SITE PLAN NOTES:
1. CONTRACTOR TO MITIGATE AIR AND NOISE POLLUTION.
2. A GEOTECHNICAL REPORT WAS NOT PROVIDED.
3. CONTRACTOR TO PROVIDE A CONSTRUCTION PHASING,
PEDESTRIAN CIRCULATION AND TRAFFIC CONTROL PLAN.
4. ADA/ABA ACCESS AND EMERGENCY ACCESS TO BE
MAINTAINED THROUGHOUT CONSTRUCTION.
5. CONTRACTOR TO COORDINATE WITH VAMC AND COR ON
MAINTAINING PARKING, DELIVERIES, AND ACCESS TO
BUILDING DURING CONSTRUCTION.
6. CONTRACTOR MUST OBTAIN APPROVAL FROM THE VAMC
AND COR PRIOR TO ANY DISRUPTION IN DAILY ACTIVITIES,
UTILITIES, OR CIRCULATION PATTERNS.
7. CONTRACTOR TO ENSURE POSITIVE DRAINAGE
THROUGHOUT CONSTRUCTION.
8. WALL DESIGN TO INCLUDE UTILITY CROSSINGS BY
SLEEVE, BRIDGING, OR OTHER APPROVED METHOD.
9. PAVEMENT DETAILS PROVIDED ON SITE DETAILS SHEET.
10. PROVIDE SIGNAGE FOR TRAFFIC PERSONNEL SAFETY
AND CONSTRUCTION SIGN FOR THE PROJECT.
11. REFER TO ELECTRICAL AND MECHANICAL PLANS FOR
NEW LINES CONNECTING TO THE FUEL TANK AND
GENERATORS. INCLUDES UTILITY TRENCH DETAILS,
PUMPS, CONTROLS, ALARM SYSTEM, AND
SPECIFICATIONS.
12. EXISTING UTILITIES MAY NEED TO BE ADJUSTED
VERTICALLY AND OR HORIZONTALLY TO ACCOMMODATE
THE PROPOSE IMPROVEMENTS.
13. NEW PAVEMENT ELEVATIONS AND FINAL GRADES ARE TO
MATCH THE EXISTING ELEVATIONS.
14. THE PROPOSED ACCESS DOORS TO THE GENERATOR
SHALL BE A CONVENTIONAL 14-GA
VERTICALLY-STIFFENED HM DOOR. THE FRAMES WILL
NEED TO BE ANCHORED.
15. REFER TO EROSION AND SEDIMENT CONTROL NOTES AND
DETAILS FOR PROPOSED MEASURES.
16. CONTRACTOR SHALL REFER TO THE ELECTRICAL PLANS
FOR LOCATION OF THE NEW SERVICE LINES.
E-CS-102
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OVERHANG
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8' HIGH CLF
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GATE
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ROLLING GATE
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8' HIGH CLF
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2' HIGH WOOD FENCE
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COINTAINER
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"FIRE DEPT. P.I.V. VALVE"
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MGR
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CONC WALL W/4' HIGH METAL FENCE
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8' HIGH CLF
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SWL
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SYL
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SWL
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WHITE STRIPING
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GENERATOR ON CONC PAD
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GENERATOR
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CONC CURB
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FRAME SHED
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GARAGE DOOR
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EOP
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EOC
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CONC WALK
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CONC WALK
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CONC
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ASPHALT PAVEMENT
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AutoCAD SHX Text a.INV=156.7±b.INV=155.1±BOS=155.0±
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1 STORY MASONRY BUILDING
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MULTI STORY MASONRY BUILDING
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BM-A
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FABRIC COVERED STRUCTURE
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EOP
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EOC
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DOOR
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ROLL UP DOOR
3.82'
23.17'
23'
27.21'
71.48'
REFER TO STRUCTURAL
DESIGN DRAWINGS FOR
WALL TYPE AND DETAILS.
.55
25.49'
62.65'
5.12'
22.86'
4.87'
23.67'
22.19'
6'
6'
N: 255,690.79 E: 1,010,285.16
6.62'
6.97'
17.75'
7.21'
6.08'
1.37'
VA PROJECT NUMBER
Building Number
Drawing Number
Project Title
Date Checked Drawn
Drawing Title
Approved:
VA FORM 08-6231
A
B C
D E
21 4 5 6 7
321 4 5 6 7
A B
C D
E
Dwg. of
LocationLocation
Office of Construction and Facilities Management
PROJECT MANAGER: ACG Project NumberCONSULTANTS:
Headquarters:
Apogee Consulting Group, P.A.
1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 NC License #: C-1848
U.S. Department of Veterans Affairs
© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date#
D
NOVEMBER 21, 2023
SITE/100
REPLACE GENERAC
GENERATORS
526-20-107
James J. Peters VA Medical Center 130 West Kingsbridge Road
Bronx, New York 10468-3904
20-044
100% BID DOCUMENTS
Civil Engineer:
INTEGRITY
FEDERAL SERVICES
CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.ifs-ae.com
IN
TE
GRI TY FEDERAL
SERV I CE S
PC ES11/21/2023 11
SITE DETAILS
MAP UNIT LEGEND
UGBI
URBAN LAND-GREENBELT COMPLEX, 3 TO
8 PERCENT SLOPES, LOW IMPERVIOUS
SURFACE
UGC URBAN LAND-GREENBELT COMPLEX, 8 TO
15 PERCENT SLOPES
UGD URBAN LAND-GREENBELT COMPLEX, 15
TO 25 PERCENT SLOPES
SOIL MAP
NTS
NOTE: THE FUEL TANK DETAILS ARE PROVIDED FOR INFORMATIONAL
PURPOSES ONLY. REFER TO MECHANICAL DRAWINGS AND DESIGN.
2.85'
E-GI-501
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MEDICAL STORAGE CONTAINER
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CONC CURB
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TOWER
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CONC CURB
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DOORS
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NTS
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12,000 GALLON TANK DETAIL
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NTS
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REFER TO STRUCTURAL
DESIGN DRAWINGS FOR
WALL TYPE AND DETAILS.
.37
N: 255,058.78 E: 1,009,933.41
1.99'
27.5'
20.67'
.03
.86
VA PROJECT NUMBER
Building Number
Drawing Number
Project Title
Date Checked Drawn
Drawing Title
Approved:
VA FORM 08-6231
A
B C
D E
21 4 5 6 7
321 4 5 6 7
A B
C D
E
Dwg. of
LocationLocation
Office of Construction and Facilities Management
PROJECT MANAGER: ACG Project NumberCONSULTANTS:
Headquarters:
Apogee Consulting Group, P.A.
1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 NC License #: C-1848
U.S. Department of Veterans Affairs
© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date#
D
NOVEMBER 21, 2023
SITE/100
REPLACE GENERAC
GENERATORS
526-20-107
James J. Peters VA Medical Center 130 West Kingsbridge Road
Bronx, New York 10468-3904
20-044
100% BID DOCUMENTS
Civil Engineer:
INTEGRITY
FEDERAL SERVICES
CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.ifs-ae.com
IN
TE
GRI TY FEDERAL
SERV I CE S
PC ES11/21/2023 11
SITE DETAILS
NOTE: THE FUEL TANK DETAILS ARE PROVIDED FOR INFORMATIONAL
PURPOSES ONLY. REFER TO MECHANICAL DRAWINGS AND DESIGN.
TYPICAL ASPHALT PAVEMENT SECTION:
NOT TO SCALE
NOTES:
1. SOILS TESTS OF SUBGRADE MUST BE SUBMITTED FOR ACTUAL
DETERMINATION BASED ON CBR OF REQUIRED PAVEMENT SECTION
THICKNESS PRIOR TO CONSTRUCTION.
2. ALL BASE AND SUBGRADE MATERIAL SHALL BE COMPACTED TO 98%
THEORETICAL MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO T99
METHOD C, WITHIN 2% OF OPTIMUM MOISTURE CONTENT.
2.5" BINDER COURSE
(CLASS 1 ASPHALT)
1.5" SURFACE COURSE
(CLASS 2 ASPHALT)
8" PROCESSED AGGREGATE
AND GRAVEL BASE COURSE
(PLACED IN 2 LIFTS)
COMPACTED SUBGRADE
98% PER AASHTO-T99C
ASPHALT PAVEMENT
CONCRETE CURB & GUTTER DETAILS:
NOT TO SCALE
NOTES:
1. 6" GRADED AGGREGATE BASE AND COMPACTED SUBGRADE SHALL BE INSTALLED UNDER CURB CONSISTENT WITH
PAVEMENT TYPICAL SECTIONS.
2. CONSTRUCTION OF CONCRETE CURBING SHALL BE BY THE "SEPARATE METHOD" WHEN SAWED JOINTS ARE
CONSTRUCTED IN THE PAVEMENT.
3. ALL CURB JOINTS SHALL BE MADE BY ACCEPTABLE FORMING METHODS.
4. *WHEN ABUTTING CONCRETE PAVEMENT, THICKNESS SHALL MATCH THICKNESS OF CONCRETE PAVEMENT.
5. **WHEN ABUTTING CONCRETE PAVEMENT, A LONGITUDINAL JOINT WITH TIE BARS OR TIE BOLT ASSEMBLIES SHALL
BE CONSTRUCTED AT THIS LOCATION IN LIEU OF PAINTED BITUMINOUS MATERIAL.
6. MATCH EXISTING CURB AND GUTTER DIMENSIONS.
COMBINATION CONCRETE
CURB & GUTTER
TYPE I-BARRIER TYPE
EDGE TO BE
PAINTED WITH
BITUMINOUS
MATERIAL
SLOPE TO MATCH
PAVEMENT SLOPEBACK OF CURB TO
MATCH FINAL GRADE
THIS ITEM MAY BE
PRECAST OR CAST
IN PLACE.
CONCRETE TO BE
CLASS A3 IF CAST
IN PLACE, 4000 PSI
IF PRECASE.
NOTES:
1. CONTRACTOR TO PROVIDE CONTROL AND EXPANSION JOINT PLANS TO THE EOR FOR APPROVAL. THE JOINT
PATTERN SHOULD MATH THE EXISTING PATTER AS BEST AS POSSIBLE. MAXIMUM SPACING BETWEEN JOINTS IS 20 FT.
2. PAVEMENT SECTIONS ARE BASED ON A CBR OF 6. CONTRACTOR TO PROVIDE CBR TESTS FOR FINAL PAVEMENT
DESIGN.
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RIM=158.67
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FRAME SHED
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AutoCAD SHX Text a.INV=156.7±b.INV=155.1±BOS=155.0±
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BM-A
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DOOR
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8,000 GAL. FUEL TANK LAYOUT DETAIL
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NTS
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8,000 GALLON TANK DETAIL
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NTS
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Drawing Number
Project Title
Date Checked Drawn
Drawing Title
Approved:
VA FORM 08-6231
A
B C
D E
21 4 5 6 7
321 4 5 6 7
A B
C D
E
Dwg. of
LocationLocation
Office of Construction and Facilities Management
PROJECT MANAGER: ACG Project NumberCONSULTANTS:
Headquarters:
Apogee Consulting Group, P.A.
1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 NC License #: C-1848
U.S. Department of Veterans Affairs
© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date#
D
NOVEMBER 21, 2023
SITE/100
REPLACE GENERAC
GENERATORS
526-20-107
James J. Peters VA Medical Center 130 West Kingsbridge Road
Bronx, New York 10468-3904
20-044
100% BID DOCUMENTS
Civil Engineer:
INTEGRITY
FEDERAL SERVICES
CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.ifs-ae.com
IN
TE
GRI TY FEDERAL
SERV I CE S
PC ES11/21/2023 11
SITE DETAILS
NOTE: CONTRACTOR MAY SUBMIT ALTERNATIVE DRAINAGE SYSTEM FOR
APPROVAL BY THE EOR/COR. MUST COMPLY WITH THE PROJECT SPECIFICATIONS.
E-GI-503
Drawing Number
Project Title
Date Checked Drawn
Drawing Title
Approved:
VA FORM 08-6231
A
B C
D E
21 4 5 6 7
321 4 5 6 7
A B
C D
E
Dwg. of
LocationLocation
Office of Construction and Facilities Management
PROJECT MANAGER: ACG Project NumberCONSULTANTS:
Headquarters:
Apogee Consulting Group, P.A.
1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 NC License #: C-1848
U.S. Department of Veterans Affairs
© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date#
D
NOVEMBER 21, 2023
SITE/100
REPLACE GENERAC
GENERATORS
526-20-107
James J. Peters VA Medical Center 130 West Kingsbridge Road
Bronx, New York 10468-3904
20-044
100% BID DOCUMENTS
Civil Engineer:
INTEGRITY
FEDERAL SERVICES
CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.ifs-ae.com
IN
TE
GRI TY FEDERAL
SERV I CE S
PC ES11/21/2023 11
EROSION AND SEDIMENT
CONTROL NOTES AND DETAILS
CONSTRUCTION SAFETY FENCE NOTES:
1. CONTRACTOR SHALL ERECT CONSTRUCTION SAFETY FENCE AROUND THE PERIMETER OF ALL DEMOLITION AND SITE CONSTRUCTION
ACTIVITIES. FENCE TO HAVE LIMITED ACCESS FOR CONSTRUCTION PERSONNEL AND ASSOCIATED VEHICLES AND EQUIPMENT.
2. IT SHALL BE THE CONTRACTORS OPTION TO RELOCATE/REARRANGE CONSTRUCTION SAFETY FENCING IN ORDER TO MAINTAIN VARIOUS
CONSTRUCTION OPERATIONS AND ANTICIPATED PHASING OF CONSTRUCTION ACTIVITIES.
3. SAFETY FENCES SHOULD BE INSTALLED PRIOR TO SEDIMENT CONTROL MEASURES BECOMING ACCESSIBLE. FENCING SHALL REMAIN IN PLACE
UNTIL REMOVAL IS APPROVED BY THE COR.
4. SIGNS NOTING POTENTIAL HAZARDS SUCH AS "DANGER" OR "HAZARDOUS AREA--KEEP OUT" SHOULD BE POSTED AND EASILY SEEN BY
ANYONE APPROACHING THE PROTECTED AREA.
5. PLASTIC (POLYETHYLENE) FENCE MAY BE USED A SAFETY FENCING PRIMARILY IN SITUATIONS WHERE THE NEED IS FOR A TEMPORARY
BARRIER. THE RECOMMENDED COLOR IS INTERNATIONAL ORANGE. THE PHYSICAL REQUIREMENTS SHALL COMPLY WITH VA STANDARDS.
6. CHAIN LINK FENCE SHOULD BE USED FOR PERMANENT STRUCTURES (GREATER THAN ONE YEAR) OR WHEN A POTENTIALLY DANGEROUS
CONTROL MEASURE WILL REMAIN IN PLACE PERMANENTLY.
EROSION AND SEDIMENT CONTROL NARRATIVE
PROJECT DESCRIPTION:
THE DEPARTMENT OF VETERANS AFFAIRS IS PROPOSING TWO NEW FUEL TANKS TO SUPPLY FIVE EXISTING GENERATORS. THE FUEL TANKS WILL BE INSTALLED AS CLOSE TO THE GENERATORS AS POSSIBLE. A WALL IS PROPOSED AROUND THE NEW FUEL TANKS AND EXISTING GENERATORS. THE PROPOSED SITE IMPROVEMENTS FOR 'VAMC' INCLUDES, BUT IS NOT LIMITED TO, DEMOLITION ACTIVITIES TO REMOVE EXISTING SITE FEATURES, CONSTRUCTION OF PAVEMENT, NEW CURBING, FUEL TANK INFRASTRUCTURE, AND ASSOCIATED ADJUSTMENTS TO EXISTING
UTILITY INFRASTRUCTURE
EXISTING SITE CONDITIONS:
THE PROJECT AREAS FOR THE NEW FUEL TANKS ARE BEHIND THE MAIN HOSPITAL BUILDING IN THE LOADING/DELIVERY AREAS ADJACENT TO THE EXISTING GENERATORS. THE EXISTING CONDITIONS INCLUDE BUT ARE NOT LIMITED TO UTILITIES, HARDSCAPE, LANDSCAPING, STORAGE EQUIPMENT, MECHANICAL EQUIPMENTS, ANCILLARY STRUCTURES, PARKING, AND OTHER SITE
INFRASTRUCTURE.
ADJACENT PROPERTY:
THE SITE IS BOUNDED BY THE EXISTING FACILITIES AND INFRASTRUCTURE FOR THE SITE AND SEDGWICK AVENUE TO THE WEST.
OFFSITE AREAS:
IT IS NOT ANTICIPATED, AT THIS TIME, THAT THERE WILL BE A NEED TO BORROW SOIL FROM OFFSITE AREAS; THEREFORE, NO OFFSITE DISTURBANCES ARE EXPECTED. IF IT IS DETERMINED THAT THERE IS A NEED TO BORROW SOIL FROM OFFSITE AREAS, THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE REQUIRED GRADING PERMITS.
CRITICAL EROSION AREAS:
CRITICAL EROSION AREAS ON SITE CONSISTS OF STEEP SLOPES. SOILS STABILIZATION MATTING AND CROWN VETCH SHALL BE UTILIZED IN AREAS OF SLOPES EQUAL TO OR GREATER THAN 3:1.
SOILS:
FOR SOILS INFORMATION, SEE SHEET 7. THE SOILS ARE ANTICIPATED TO BE URBAN FILL GIVEN THE WORK AREA IS AN EXISTING BACK OF HOUSE USED OF LOADING AND DELIVERIES.
STORMWATER AND BMP MANAGEMENT PRACTICES:
THIS PROJECT IS CONSIDERED A MAINTENANCE IMPROVEMENT FOR MISSION CRITICAL SERVICES. THE DISTURBED AREA PROPOSED WITH THIS PROJECT IS UNDER 1 (ONE) ACRE. THE PROJECT WILL NOT ADVERSELY IMPACT THE CURRENT DRAINAGE SYSTEM. THERE ARE NO PROPOSED CHANGES TO THE WATER QUALITY OR QUANTITY VOLUMES. AS SUCH, NO STORMWATER OR
BMP MANAGEMENT PRACTICES ARE REQUIRED.
SEDIMENT CONTROL PROGRAM:
THE EROSION AND SEDIMENT CONTROL PROGRAM FACILITIES SHALL BE INSTALLED BEFORE OTHER CLEARING, GRADING AND CONSTRUCTION STARTS. CONTROLS INSTALLED ARE INTENDED TO REMAIN FOR THE DURATION OF THE PROJECT. ADDITIONAL CONTROLS WILL BE PROVIDED AS NEEDED OR REQUESTED BY THE SITE INSPECTOR.
EROSION AND SEDIMENT CONTROL MEASURES INCLUDE:
1. CONTRACTOR TO MINIMIZE THE AMOUNT OF SEDIMENT/MUD CARRIED FROM THE SITE ONTO PUBLIC AND PRIVATE ROADS. IF SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD
SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH WORKING DAY, OR IMMEDIATELY IF PUBLIC SAFETY IS HINDERED IN ANY WAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE IF A VEHICLE WASHING STATION OR CONSTRUCTION ENTRANCE IS REQUIRED TO KEEP THE
SITE/ROADS…
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