B. 1766588_LP-38 Berm_Final Drawings.pdf
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- Attached to
- LP-38 BERM RECERTIFICATION REPAIR DESIGN AT NAVAL STATION NORFOLK (NSN), NORFOLK, VIRGINIA
- Solicitation number
- N4008526R0114
About this file
This document is a set of construction drawings for the LP-38 Berm Recertification Repair project at Naval Station Norfolk, Virginia. The project, identified by contract number N40085-22-D-0039 and project number 1766588, involves the repair and recertification of an existing containment berm for a fuel storage tank. The drawings are dated January 14, 2026 (final set) and were prepared by Schmidt Consulting Group, with engineering oversight from Naval Facilities Engineering Systems Command (NAVFAC) Mid-Atlantic.
The project scope includes demolition of existing berm and liner components, installation of a new fuel-resistant impermeable liner system (minimum 30-mil fabric-reinforced geomembrane or 60-mil HDPE), repair of the tank concrete apron and foundation, installation of watertight storm sewer structures to replace existing inlet structures, establishment of French drains with 4-inch HDPE perforated piping, and reconstruction of security fencing with cable reinforcement and cantilever gates. The construction drawings specify detailed requirements for liner installation including seam testing per ASTM standards (D6392, D5641, D5820), anchor trench construction, and subgrade preparation. Additional work includes gravel fill matching existing specifications (6-inch compacted sand and 8-inch crushed stone topping), erosion and sediment control measures per VDOT standards, site restoration with seeding, and contractor provision of 6-inch minimum topsoil for landscaped areas. The project site encompasses approximately 0.80 acres with 0.45 acres of disturbance, requiring coordination with Naval Station Norfolk for construction haul routes, staging areas, and maintenance of security during phased construction activities.
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Text version
OCTOBER 17, 2025
NORFOLK NAVAL STATION
NORFOLK, VIRGINIA
LP-38 BERM
RECERTIFICATION REPAIR
NORTH
SCALE: NTSA1 VICINITY MAP
SCALE: NTSA3 LOCATION MAP
PROJECT SITE
LP-38
PROJECT LOCATION
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GATE 2
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901 West Garden Street Pensacola, Florida 32502
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:W. WITHAM, P.E.
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SATISFACTORY TO DATE
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ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
SHEET FORMAT IS 22" X 34". IF PRINTED SHEET IS NOT 22" X 34", THEN IT IS NOT TO SCALE
901 West Garden Street Pensacola, Florida 32502
P: 850-438-0050 schmidtconsultinggroup.com
:W. WITHAM, P.E.
:14 JAN. 2026
:W. WITHAM, P.E.
:J. MILLER, P.E.
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ABBREVIATIONS
L ANGLE
A/C AIR CONDITIONING
A/C UNIT AIR CONDITIONING UNIT
AB ANCHOR BOLT
ABV ABOVE
AC ALTERNATING CURRENT
ACC ACCESSIBLE
ACI AMERICAN CONCRETE INSTITUTE
ACR ACRYLIC PLASTIC
ACS DR ACCESS DOOR
ACS PNL ACCESS PANEL
ACSR ALUMINUM CABLE STEEL REINFORCED
ACST ACOUSTIC
ACT ACOUSTICAL CEILING TILE
ADDM ADDENDUM
ADH ADHESIVE
ADJ ADJACENT, ADJOINING, ADJUSTABLE
ADO AUTOMATIC DOOR OPERATOR
AFF ABOVE FINISHED FLOOR
AGGR AGGREGATE
AHR ANCHOR
AHU AIR HANDLING UNIT
AI AREA INLET
AIC AMPERE INTERRUPTING CAPACITY
AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION
A.L. ACTIVE LEAF
ALT ALTERNATE
ALUM ALUMINUM
AMB AMBIENT
AMP AMPERE
ANOD ANODIZE
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
APPD APPROVED
APPROX APPROXIMATE
ARCH ARCHITECT
ARI AMERICAN REFRIGERATION INSTITUTE
ASB ASBESTOS
ASC ABOVE SUSPENDED CEILING
ASPH ASPHALT
ATC ACOUSTICAL TILE CEILING
AUTO AUTOMATIC
AVG AVERAGE
AWG AMERICAN WIRE GAUGE
AWT ACOUSTICAL WALL TREATMENT
BB BULLETIN BOARD
BC BOOKCASE
BD BOARD
BDRY BOUNDARY
BEJ BRICK EXPANSION JOINT
BEV BEVEL
BITUM BITUMINOUS
BJT BED JOINT
BL BUILDING LINE
BLDG BUILDING
BLW BELOW
BM BENCHMARK
BO BOTTOM OF
BOT BOTTOM
BP BACK PLASTER(ED)
BRCG BRACING
BRDG BRIDGING
BRG BEARING
BRG PL BEARING PLATE
BRK BRICK
BRKT BRACKET
BRZ BRONZE
BS BOTH SIDES
BSMT BASEMENT
Btu BRITISH THERMAL UNIT BtuH BTU PER HOUR
BTWN BETWEEN
BUR BUILT-UP ROOFING
BW BOTH WAYS
CAB CABINET
CAP CAPACITY
CB CATCH BASIN
CCT CUBICLE CURTAIN TRACK
CCTV CLOSED CIRCUIT TELEVISION
CE COVER ELEVATION
CEM CEMENT
CEM PLAS CEMENT PLASTER
CER CERAMIC
CFI CONDUCTIVE FLOORING
CFLG COUNTERFLASHING
CFM CUBIC FEET PER MINUTE
CG CORNER GUARD
CH BD CHALKBOARD
CHFR CHAMFER
CHIM CHIMNEY
CHK CHECK
CHR PL CHROME PLATED
CI CAST IRON
CI CURB INLET
CIP CAST-IN-PLACE
CIRC CIRCULAR
CJ CONTROL JOINT
CJ CONSTRUCTION JOINT
CKT CIRCUIT
CKT BRKR CIRCUIT BREAKER
CL CENTER LINE
CLG CEILING
CLG HT CEILING HEIGHT
CLGL CLEAR GLASS
CLL CONTRACT LIMIT LINE
CLO CLOSET
CLOS CLOSURE
CLR CLEAR(ANCE)
CLWG CLEAR WIRED GLASS
cm CENTIMETER(S)
CMP CORRUGATED METAL PIPE
CMPST COMPOSITE
CMU CONCRETE MASONRY UNIT
CND CONDUIT
CNL CONDUCTIVE NEOPRENE LATEX
CNR CORNER
CNTR COUNTER
CO CLEANOUT
CO2 CARBON DIOXIDE
COL COLUMN
COM COMMON
COMB COMBUSTION
COMPT COMPARTMENT
CONC CONCRETE
CONN CONNECT
CONSTR CONSTRUCTION
CONT CONTINUE
CONTR CONTRACTOR
CORR CORRIDOR
COV COVER
CPRS COMPRESSIBLE
CPT CARPET
CRCMF CIRCUMFERENCE
CRES CORROSIVE RESISTANT STEEL
CRG CROSS GRAIN
CRS COURSE(S)
CS CAST STONE
CSK COUNTERSUNK
CSMT CASEMENT
CT CERAMIC TILE
CT CURRENT TRANSFORMER
C TO C CENTER TO CENTER
CTR CENTER
CU CONDENSING UNIT
Cu COPPER
CU FT CUBIC FEET
CUH CABINET UNIT HEATER
CU YD CUBIC YARDS
CV CEILING VENT
CVH CONDUCTIVE VINYL HOMOGENEOUS
(SHEET TYPE)
CW COLD WATER
CYL CYLINDER
d PENNY (AS IN NAIL - 10D)
DAT DATUM
DB DRY BULB
DBL DOUBLE
DBL ACT DR DOUBLE ACTING DOOR
DCJ DOWELED CONTROL JOINT
DCJT DUMMY CONTROL JOINT
DEG DEGREE
DEMO DEMOLITION
DEPR DEPRESSION
DEPT DEPARTMENT
DET DETAIL
DF DRINKING FOUNTAIN
DGA DENSE GRADED AGGREGATE
DH DOUBLE HUNG
DH DUCT HEATER
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DISC DISCONNECT
DISP DISPENSER
DISTR PNL DISTRIBUTION PANEL
DIV DIVISION
DL DEAD LOAD
DMPF DAMPPROOFING
DMPR DAMPER
DMT DEMOUNTABLE
DN DOWN
DR DOOR
DR DRAIN
DRB DRAINBOARD
DR CL DOOR CLOSER
DS DOUBLE STRENGTH (GLASS)
DS DOWNSPOUT
DT DRAIN TILE
DVTL DOVETAIL
DWG DRAWING
DWLS DOWELS
DWR DRAWER
DWTR DUMBWAITER
DX DIRECT EXPANSION
E EAST
EA EACH
EAT ENTERING AIR TEMPERATURE
EF EACH FACE
EJ EXPANSION JOINT
EL ELEVATION - GRADE OR BUILDING
ELEC ELECTRIC
EM EXPANDED METAL
EMD ESTIMATED MAXIMUM DEMAND
EMER EMERGENCY
ENCL ENCLOSE(URE)
ENTR ENTRANCE, ENTERING
EP ELECTRICAL PANELBOARD
EPRF EXPLOSION PROOF
EPY EPOXY COATING
EQ EQUAL
EQUIP EQUIPMENT
ESCAL ESCALATOR
EST ESTIMATE(D)
EWC ELECTRIC WATER COOLER
EWT ENTERING WATER TEMPERATURE
EXC EXCAVATE
EXH EXHAUST
EXH A EXHAUST AIR
EXST EXISTING
EXP EXPANSION
EXP EXPOSED
EXP BT EXPANSION BOLT
EXT EXTERIOR
F FAHRENHEIT
FA FIRE ALARM
FA FRESH AIR
FAC FIRE APPARATUS CLOSET
FAI FRESH AIR INTAKE
F BRK FIRE BRICK
FC FOOT CANDLE
FC BRK FACE BRICK
FCG FACING
FCJ FLOOR CONSTRUCTION JOINT
FCO FLOOR CLEANOUT
FCU FAN COIL UNIT
FD FLOOR DRAIN
FDMPR FIRE DAMPER
FDTN FOUNDATION
FE FIRE EXTINGUISHER
FEB FIRE EXTINGUISHER BRACKET
FEC FIRE EXTINGUISHER CABINET
FF FACTORY FINISH
FGL FIBERGLASS
FH FIRE HYDRANT
FH FLAT HEAD
FHC FIRE HOSE CABINET
FHMS FLAT HEAD MACHINE SCREW
FHR FIRE HOSE RACK
FHS FIRE HOSE STATION
FHWS FLAT HEAD WOOD SCREW
FIG FIGURE
FIN FINISH
FIN FLR FINISH FLOOR
FIXT FIXTURE
FJT FLUSH JOINT
FLASH FLASHING
FLR FLOOR
FLEX FLEXIBLE
FLG FLOORING
FLR PL FLOOR PLATE
FLUOR FLUORESCENT
FN FENCE
FOC FACE OF CONCRETE
FOF FACE OF FINISH
FOM FACE OF MASONRY
FOS FACE OF STUD
FP FIRE PARTITION
FP FIREPROOF
FPM FEET PER MINUTE
FR FIRE RESISTANT
FR FRAME
FRG FORGED
FRMG FRAMING
FRT FIRE-RETARDANT
FS FULL SIZE
FSTNR FASTEN(ER)
FT FEET
FTG FOOTING
FURG FURRING
FUT FUTURE
FW FIRE WATER
FWC FABRIC WALL COVERING
G NATURAL GAS
GA GAGE
GAL GALLON(S)
GALV GALVANIZED
GALV STL GALVANIZED STEEL
GB GRAB BAR
GC GENERAL CONTRACTOR
GEN GENERAL
GF GROUND FACE
GFCI GROUND FAULT CIRCUIT INTERRUPTER
GFE GOVERNMENT-FURNISHED EQUIPMENT
GFE/CI GOVERNMENT-FURNISHED EQUIPMENT
CONTRACTOR INSTALLED
GI GALVANIZED IRON
GIP GALVANIZED IRON PIPE
GKT GASKET(ED)
GL GLASS
GL BLK GLASS BLOCK
GLF GLASS FIBER
GLZ GLAZING
GLZ CMU GLAZED CONCRETE MASONRY UNITS
G GROUND
GOVT GOVERNMENT
GPM GALLONS PER MINUTE
GPT GYPSUM TILE
GRAN GRANITE
GR LN GRADE LINE
GRTG GRATING
GST GLAZED STRUCTURAL TILE
GSU GLAZED STRUCTURAL UNITS
GT GROUT
GWT GLAZED WALL TILE
GYP GYPSUM
GYP BD GYPSUM BOARD
GYP PLAS GYPSUM PLASTER
HB HOSE BIBB
HC HOLLOW CORE
HCD HALON CONTAINMENT DAMPER
HCP HANDICAPPED
HD HEAD
HD HEAVY DUTY
HDBD HARDBOARD
HD JT HEAD JOINT
HDR HEADER
HDW HARDWARE
HDWD HARDWOOD
HES HIGH EARLY-STRENGTH CEMENT
HEX HEXAGON
HH HANDHOLE
HK HOOK(S)
HM HOLLOW METAL
HNDRL HANDRAIL
HORIZ HORIZONTAL
HP HIGH PRESSURE
HP HORSEPOWER
HPT HIGH POINT
HR HOUR
HS HIGH STRENGTH
HSGYP HIGH-STRENGTH GYPSUM PLASTER
HSKPG HOUSEKEEPING
HT HEIGHT
HTG HEATING
HTR HEATER
HVAC HEATING, VENTILATING AND AIR
CONDITIONING
HYDR HYDRAULIC
Hz HERTZ
IC INTERCOM
ID INSIDE DIAMETER
IESNA ILLUMINATING ENGINEERING SOCIETY OF
NORTH AMERICA
ILK INTERLOCK
IN INCH
INCIN INCINERATOR
INCL INCLUDED
INSF INSULATING FILL
INSUL INSULATION
INT INTERIOR
INTM INTERMEDIATE
INV INVERT
IP IRON PIPE
IPS IRON PIPE SIZE
I.P.S. INSIDE PIPE SIZE
JAN CLO JANITOR’S CLOSET
J-BOX JUNCTION BOX
JCT JUNCTION
JST JOIST
JT JOINT
KIP KILOPOUND (1000 POUNDS)
KIT KITCHEN
KOP KNOCKOUT PANEL
KPL KICKPLATE
kV KILOVOLTS kVA KILOVOLT AMPERES kVAR KILOVOLT AMPERES REACTIVE kW KILOWATT
KWY KEYWAY
LAB LABORATORY
LAD LADDER
LAM LAMINATE
LAT LEAVING AIR TEMPERATURE
LAU LAUNDRY
LAV LAVATORY
LB LAG BOLT
LB POUND
LBL LABEL
LBR LUMBER
LC LIGHT CONTROL
LD LOAD
LDG LOADING
LG LENGTH
LH LEFT HAND(ED)
LIN LINEAR
LKR LOCKER
LL LIVE LOAD
LLD LEAD-LINED DOOR
LM LUMEN
LMST LIMESTONE
LNTL LINTEL
LONG LONGITUDINAL
LP LIGHTPROOF
LPD LIGHTPROOF DOOR
LPL LIGHTPROOF LOUVER
LPT LOW POINT
LR LIVING ROOM
LS LAWN SPRINKLER
LT LIGHT
LT WT LIGHTWEIGHT
LTG LIGHTING
LTNG LIGHTNING
LVR LOUVER
LWC LIGHTWEIGHT CONCRETE
LWT LEAVING WATER TEMPERATURE
m METER(S)
M&B MATCHED AND BEADED
MACH MACHINE
MAS MASONRY
MATL MATERIAL(S)
MAX MAXIMUM
MB MACHINE BOLTS
MBR MEMBER
MC MEDICINE CABINET
MCJ MASONRY CONTROL JOINT
MCO METAL-CASED OPENING
MDS METAL DIVIDER STRIP
MECH MECHANICAL
MECH RM MECHANICAL ROOM
MED MEDIUM
MEMB MEMBRANE
MES METAL EDGE STRIP
MFD METAL FLOOR DECKING
MFG MANUFACTURING
MFR MANUFACTURER
MG MOTOR GENERATOR
MGT MATTE-GLAZED TILE
MH MANHOLE
MI MALLEABLE IRON
MIN MINIMUM
MIRR MIRROR
MISC MISCELLANEOUS
ML METAL LATH
ML MONOLITHIC
MLDG MOULDING
MLWK MILLWORK
mm MILLIMETER(S)
MNIC MATERIAL NOT IN CONTRACT
(INSTALLATION BY CONTRACTOR)
MO MASONRY OPENING
MOD MODULAR
MOD. MODIFIED
MOT MOTOR
MP MOVABLE PARTITION
MR MOP RECEPTOR
MRB MARBLE BASE
MRD METAL ROOF DECKING
MS MACHINE SCREWS
MT METAL THRESHOLD
MT MOUNT
MTD MOUNTED
MTFR METAL FURRING
MTL METAL
MVBL MOVABLE
MULL MULLION
N NORTH
NAT NATURAL
NC NORMALLY CLOSED
NEC NATIONAL ELECTRICAL CODE
NEMA NATIONAL ELECTRICAL MANUFACTURERS
ASSOCIATION
NFPA NATIONAL FIRE PROTECTION ASSOCIATION
Ni NICKEL
NIC NOT IN CONTRACT
NL NAILABLE
N.L. NEOPRENE LATEX
NM NONMETALLIC
NO NORMALLY OPEN
NO NUMBER
NOM NOMINAL
NR NOISE REDUCTION
NRC NOISE REDUCTION COEFFICIENT
N’’REQD NOT REQUIRED
NTS NOT TO SCALE
OA OUTSIDE AIR
OBSC OBSCURE
OBW OBSERVATION WINDOW
OC ON CENTER
OCEW ON CENTER EACH WAY
OD OUTSIDE DIAMETER
OFC OFFICE
OGL OBSCURE GLASS
OH OVERHEAD
OHMS OVALHEAD MACHINE SCREW
OHWS OVALHEAD WOOD SCREW
OPH OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
OPQ OPAQUE
OPS OPERATIONS
OS & Y OUTSIDE SCREW AND YOKE
OWGL OBSCURE WIRED GLASS
P POLE
PA PUBLIC ADDRESS
PAR PARALLEL
PB PANIC BAR
PBD PARTICLE BOARD
PBS PUSH BUTTON STATION
PC PIECE
PCC PRECAST CONCRETE
PCF POUNDS PER CUBIC FOOT
PCP CEMENT PLASTER (PORTLAND)
PD PAVEMENT DRAIN
PED PEDESTAL
PERF PERFORATE(D)
PERIM PERIMETER
PH PHASE
PHAR PHARMACY
PI POINT OF INTERSECTION
PIPU PREFAB ISOLATION POWER UNIT
PIV POST INDICATING VALVE
PL PLATE
PL PROPERTY LINE
PLAM PLASTIC LAMINATE
PLAS PLASTER
PLAT PLATFORM
PLBG PLUMBING
PLF POUNDS PER LINEAR FOOT
PLG PILING
PL GL PLATE GLASS
PLYWD PLYWOOD
PNL PANEL
PT PAINT(ED)
POL POLISHED
PORC PORCELAIN
PORT PORTABLE
PPGL POLISHED PLATE GLASS
PPM PARTS PER MILLION
PR PAIR
PREFAB PREFABRICATE(D)
PREFIN PREFINISHED
PREFMD PREFORMED
PRKG PARKING
PROJ PROJECT
PRV PRESSURE-REGULATING VALVE
PS PIPE SPACE
P.S. PRESSED STEEL
PS CONC PRESTRESSED CONCRETE
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT PNEUMATIC TUBE
PT. POINT
PT CONC POST-TENSIONED CONCRETE
PTD PAPER TOWEL DISPENSER
PTN PARTITION
PTR PAPER TOWEL RECEPTACLE
PV PAVED
PVC POLYVINYL CHLORIDE
PVG PAVING
PW PASS WINDOW
QT QUARRY TILE
QT. QUART
QTR QUARTER
1/4 RND QUARTER ROUND
QTY QUANTITY
R RADIUS
R RANGE
R RISER
RA RETURN AIR
RAB RABBETED
RA GR RETURN AIR GRILLE
RAR RETURN AIR REGISTER
RB RUBBER BASE, RESILIENT BASE
RBL RUBBLE STONE
RBR RUBBER
RC REMOTE CONTROL
RCP REINFORCED CONCRETE PIPE
RCVR RECEIVER
RD ROOF DRAIN
RDG INS RIGID INSULATION
RECPT RECEPTACLE
REC ROOM RECREATION ROOM
RECT RECTIFIER
REF REFERENCE
REFL REFLECT
REFR REFRIGERATION
REG REGISTER
REG REGLET
REINF REINFORCE
REM REMOVE(ABLE)
REQD REQUIRED
RESIL RESILIENT
RET RETURN
REV REVISION
RFG ROOFING
RH RELATIVE HUMIDITY
RH RIGHT HAND
RH ROOF HATCH
RK RACK
RLG RAILING
RM ROOM
RND ROUND
RO ROUGH OPENING
ROW RIGHT OF WAY
RP RETRACTABLE PARTITION
RPM REVOLUTIONS PER MINUTE
RPRT RAISED PATTERN RUBBER TILE
RTF RUBBER TILE FLOOR
RVS REVERSE
RVT RIVET
RWC RAINWATER CONDUCTOR
S SOUTH
SA SUPPLY AIR
SB SPLASH BLOCK
S.B. SECURITY BARS
SC SOLID CORE
SCHED SCHEDULE
SCRN SCREEN
SCT STRUCTURAL CLAY TILE
SD STORM DRAIN
SDI STEEL DOOR INSTITUTE
SECT SECTION
SEQ SEQUENCE
SFGL SAFETY GLASS
SFTU STRUCTURAL FACING TILE UNIT
SFU STRUCTURAL FACING UNIT
SG SHEET GLASS
SHLDR SHOULDER
SHT SHEET
SHTHG SHEATHING
SHV SHELVING
SIM SIMILAR
SJI STEEL JOIST INSTITUTE
SKLT SKYLIGHT
SLNT SEALANT
SLV SLEEVE
SM SHEET METAL
SMS SHEET METAL SCREWS
SOV SHUT OFF VALVE
SPC SPACER
SPCL SPECIAL
SPD SOUNDPROOF DOOR
SPEC SPECIFICATION
SPF SOUNDPROOF
SP FIN SPECIAL FINISH
SPH SPACE HEATER
SPKR SPEAKER
SQ SQUARE
SQHD SQUARE HEAD
S&R SHELF AND ROD
SS SERVICE SINK
SS STANDING SEAM (ROOF)
SST STAINLESS STEEL
STA STATION
STD STANDARD
STG SEATING
STL STEEL
STOR STORAGE
ST PR STATIC PRESSURE
STR STRINGER
STRUCT STRUCTURAL
STWY STAIRWAY
SUB FL SUBFLOOR
SUSP SUSPENDED
SV SHEET VINYL
SW SWITCH
SWBD SWITCHBOARD
SYMM SYMMETRICAL
SYNTH SYNTHETIC
SYS SYSTEM
T TREAD
TAN TANGENT
TB TOWEL BAR
TC TERRA COTTA
TEL TELEPHONE
TEMP TEMPERATURE
TEMP TEMPORARY
TER TERRAZZO
TERM TERMINAL
T&G TONGUE AND GROOVE
TGL TOGGLE
TH TRUSS HEAD
THK THICK(NESS)
THRES THRESHOLD
TK BD TACKBOARD
TKS TACKSTRIP
TO TOP OF
TOL TOLERANCE
TOPO TOPOGRAPHY
TOS TOP OF SLAB
TOS TOP OF STEEL
TOW TOP OF WALL
TPD TOILET PAPER DISPENSER
TPTN TOILET PARTITION
TRANS TRANSOM
TRANS TRANSVERSE
TSTAT THERMOSTAT
TV TELEVISION
TYP TYPICAL
UC UNIT COOLER
UGND UNDERGROUND
UH UNIT HEATER
UL UNDERWRITERS LABORATORIES
UNEX UNEXCAVATED
UNFIN UNFINISHED
UPS UNINTERRUPTABLE POWER SUPPLY
UR URINAL
UTIL UTILITY
UV UNIT VENTILATOR
V VOLT
VAR VARNISH
VB VINYL BASE
VCT VINYL COMPOSITION TILE
VCT VITRIFIED CLAY TILE
VD VAULT DOOR
VENT VENTILATOR(TION)
VERT VERTICAL
VEST VESTIBULE
VF VINYL FABRIC
VG VERTICAL GRAIN
VH VINYL HOMOGENEOUS
VJ V-JOINT(ED)
VNR VENEER
VOL VOLUME
VR VAPOR RETARDER
VRM VERMICULITE
VS VENT STACK
V.T. VOLTAGE TRANSFORMER
VTR VENT THRU ROOF
VWC VINYL WALL COVERING
W WEST
W/ WITH
WB WET BULB
WBL WOOD BLOCKING
WC WATER CLOSET
W/C WHEELCHAIR
WCO WOOD-CASED OPENING
WD WOOD
WD WOOD DOOR
WDSP WASTE DISPOSER
WDW WINDOW
WF WIDE FLANGE
WGL WIRED GLASS
WH WALL HUNG
WH WATER HEATER
WHB WHEEL BUMPER
WHM WATT-HOUR METER
WI WROUGHT IRON
WKSH WORK SHOP
WM WIRE MESH
W/O WITHOUT
WP WATERPROOF(ING)
WP WEATHERPROOF
WP WORKING POINT
WR WASTE RECEPTACLE
WRB WARDROBE
WS WATERSTOP
W.S. WASTE STACK
WSCT WAINSCOT
WT WEIGHT
WTH WIDTH
W/W WALL TO WALL
WWF WELDED WIRE FABRIC
WWM WELDED WIRE MESH
WWR WELDED WIRE REINFORCEMENT
XFMR TRANSFORMER
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YD YARD DRAIN
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AutoCAD SHX Text
DRAWING INDEX
AutoCAD SHX Text
COVER SHEET AND LOCATION MAPS
AutoCAD SHX Text G-001
AutoCAD SHX Text
ABBREVIATIONS AND DRAWING INDEX
AutoCAD SHX Text G-002
AutoCAD SHX Text
PROJECT NOTES AND SYMBOLS LEGEND
AutoCAD SHX Text G-003
AutoCAD SHX Text
GENERAL
AutoCAD SHX Text
CIVIL
AutoCAD SHX Text
EPSC PLAN NORTH
AutoCAD SHX Text
EC100
AutoCAD SHX Text
SITE PLAN NORTH
AutoCAD SHX Text
CS100
AutoCAD SHX Text
TYPICAL PERSONNEL GATE & BOLLARD DETAIL
AutoCAD SHX Text C-501
AutoCAD SHX Text
SURVEY
AutoCAD SHX Text
TOPOGRAPHIC SURVEY
AutoCAD SHX Text V-001
AutoCAD SHX Text
DEMO PLAN NORTH
AutoCAD SHX Text
CD100
AutoCAD SHX Text
SITE PLAN SOUTH
AutoCAD SHX Text
CS101
AutoCAD SHX Text
GRADING PLAN
AutoCAD SHX Text
CG110
AutoCAD SHX Text
CHAIN LINK FENCE & DETAIL
AutoCAD SHX Text C-500
AutoCAD SHX Text
TOPOGRAPHIC SURVEY
AutoCAD SHX Text V-101
AutoCAD SHX Text
TOPOGRAPHIC SURVEY
AutoCAD SHX Text V-102
AutoCAD SHX Text
TOPOGRAPHIC SURVEY
AutoCAD SHX Text V-103
AutoCAD SHX Text
TOPOGRAPHIC SURVEY
AutoCAD SHX Text V-104
AutoCAD SHX Text C-502
AutoCAD SHX Text
TYPICAL CABLE REINFORCED CHAIN LINK FENCE GATE AND CABLE REINFORCING
AutoCAD SHX Text
DEMO PLAN SOUTH
AutoCAD SHX Text
CD101
AutoCAD SHX Text
EPSC PLAN SOUTH
AutoCAD SHX Text
EPSC DETAILS
AutoCAD SHX Text
EC101
EC102
1. MANY OF THE DETAILS CONTAINED HERE-IN ARE DEVELOPED BASED UPON DESIGN PERFORMANCE CRITERIA. MANY DETAILS ARE GENERIC IN NATURE AND DEPENDANT ON THE ACTUAL PRODUCT SELECTION MADE BY THE CONTRACTOR DURING BIDDING AND CONSTRUCTION. WHEN REQUESTED OR REQUIRED BY THE MANUFACTURER DUE TO THE CONFIGURATION OF THEIR PRODUCT(S), MINOR VARIATIONS FROM THE DETAILS SHOWN WILL BE CONSIDERED WHEN THEY MEET THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. THE CONTRACTING OFFICER WILL DETERMINE THE EQUIVALENCY OF ANY SUCH VARIATION. THE CONTRACTOR WILL SUBMIT AS A MINIMUM THE DETAILS SHOWN WITH ANY VARIATION TO THE DETAILS CONTAINED IN THE CONTRACT DOCUMENTS. OPTIONS TO THE DETAILS SHOWN WILL BE DEVELOPED AND INSTALLED AT NO ADDITIONAL COST TO THE GOVERNMENT. IF PROPOSED VARIATIONS TO THE DETAILS ARE NOT ACCEPTED, THE CONTRACTOR WILL EITHER INSTALL THE MATERIAL AS INDICATED ON THE CONTRACT DRAWINGS AND SPECIFICATIONS OR REVISE THE PROPOSED DETAILS AS DIRECTED BY THE
CONTRACTING OFFICER.
2. IF THE CONTRACTOR ENCOUNTERS ANY UNFORESEEN SITE CONDITIONS DURING THE PERFORMANCE OF THE CONTRACT, INCLUDING BUT NOT LIMITED TO SUSPECTED ASBESTOS CONTAINING MATERIAL (ACM) OR LEAD-BASED PAINT, THE CONTRACTOR MUST CEASE EXECUTION OF WORK/OPERATIONS IN THE SUSPECT AREA, IMMEDIATELY EVACUATE ALL PERSONNEL AND NOTIFY THE CONTRACTING OFFICER. VERIFICATION OF THE SUSPECT MATERIAL WILL COMMENCE THROUGH SAMPLE AND ANALYSIS BY A
CONTRACTOR QUALIFIED FOR SUCH, AS DIRECTED BY THE CONTRACTING OFFICER.
3. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, CONTACT THE CONTRACTING OFFICER'S REPRESENTATIVE.
4. PROVIDE SECURITY FENCE AROUND MATERIALS STORAGE AREA AND PROJECT FIELD OFFICE.
5. COORDINATE WITH BASE FOR CONSTRUCTION HAUL ROUTE, STAGING AND CONTRACTOR PARKING AREAS.
6. CONTRACTOR MUST PROVIDE AS-BUILT INFORMATION ON ALL CONDITIONS INSTALLED INCLUDING CERTIFIED TOPOGRAPHIC SURVEY. CERTIFIED SIGNED AND SEALED
AS-BUILT TOPO SURVEY (GRADES) MUST BE BY VA PROFESSIONAL LAND SURVEYOR.
7. EXISTING CONDITIONS DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS.
8. CONTRACTOR WILL COORDINATE ALL ACTIVITIES THAT GENERATE NOXIOUS ODORS WITH OWNER REPRESENTATIVE SO AS TO MINIMIZE THE NEGATIVE EFFECTS OF
FUMES.
9. SECURE ALL CONSTRUCTION LOCATIONS AT ALL TIMES. CONTRACTOR IS RESPONSIBLE FOR JOBSITE SECURITY.
10. THE CONTRACTOR WILL PROVIDE SECURITY FENCE AND OTHER SAFETY MEASURES AS REQUIRED TO PROTECT THE OCCUPANTS AND VISITORS TO SURROUNDING
BUILDINGS. ANY EXCAVATIONS WILL BE SUITABLY MARKED AND PROTECTED BY FENCING ADEQUATE TO PROVIDE A SAFE ENVIRONMENT. THE CONTRACTOR MAINTAINS THE SOLE RESPONSIBILITY AND LIABILITY FOR IMPLEMENTATION, DESIGN, AND MAINTENANCE OF ALL SAFETY FEATURES, INCLUDING BARRICADES, COVERED WALKWAYS, AND FENCES.
11. CONTRACTOR MUST VERIFY ALL EXISTING CONDITIONS PRIOR TO DEVELOPMENT OF SHOP DRAWINGS AND CONSTRUCTION.
12. THE WORK INCLUDES DEMOLITION. DUST AND FUMES FROM DEMOLISHED MATERIAL MAY ALSO BE CONSIDERED AS HAZARDOUS OR NOXIOUS AND MAY CONTAIN
MATERIALS KNOWN OR THOUGHT TO BE HAZARDOUS.
13. CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO BEGINNING ANY WORK. IF DEVIATIONS ARE DISCOVERED BETWEEN THE
DRAWINGS AND ACTUAL CONDITIONS THE CONTRACTOR MUST NOTIFY THE CONTRACTING OFFICER IMMEDIATELY.
14. THE CONTRACTOR MUST FOLLOW ALL LOCAL, STATE AND FEDERAL GUIDELINES REGARDING THE DISPOSAL OF DEMOLITION MATERIAL.
15. THE DEMOLITION DRAWINGS ARE BASED ON AVAILABLE INFORMATION AND MAY NOT REPRESENT ALL CONDITIONS. THE CONTRACTOR MUST CAREFULLY REVIEW AND
EXAMINE THE ACTUAL CONDITIONS ON SITE.
16. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND PRESERVE ALL ITEMS NOTED TO REMAIN.
17. WORK IS NEW, UNLESS INDICATED AS EXISTING OR AS DEMOLITION. COORDINATE CONSTRUCTION AND DEMOLITION. VERIFY AND COORDINATE DIMENSIONS AND
CLEARANCES WITH THE WORK OF ALL TRADES. PROTECT EXISTING CONSTRUCTION TO REMAIN.
18. CONTRACT DOCUMENTS ARE COMPLEMENTARY, IN THAT ANY ITEM OF DEMOLITION OR CONSTRUCTION INDICATED ON ANY DRAWING OR SPECIFICATION, MUST BE
CONSIDERED INDICATED ON ALL DOCUMENTS. IF WORK IS IN QUESTION, THEN CONTACT THE CONTRACTING OFFICER’S REPRESENTATIVE.
PROJECT GENERAL NOTESSYMBOLS LEGEND
0' 1/8"=1'-0"
30'5' 10' 20'
NORTH ARROW
DRAWING SCALE INDICATOR
REVISION CLOUD AND NUMBER INDICATOR
REVISION NUMBER
LIMIT OF REVISION AREA
NORTH
NOTE INDICATOR
# Scale: SCALE DRAWING VIEW SCALE
VIEWTITLE DRAWING VIEW NUMBER
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SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
SHEET FORMAT IS 22" X 34". IF PRINTED SHEET IS NOT 22" X 34", THEN IT IS NOT TO SCALE
901 West Garden Street Pensacola, Florida 32502
P: 850-438-0050 schmidtconsultinggroup.com
V-104
1"=20'
TO
PO
G R
AP
H
IC
S
U R
VE
Y
WGS JJV
8 19
12940912
:BILL BOUNDS, DLA
:W. WITHAM, P.E.
:W. WITHAM, P.E.
:J. MILLER, P.E.
RIM=8.94
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
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
SF
SF
SF
SF
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IN
IA
LP
-3
B
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TI
FI
C A
TI
O
N R
E P
A
IR
1766588
N40085-22-D-0039
SHEET FORMAT IS 22" X 34". IF PRINTED SHEET IS NOT 22" X 34", THEN IT IS NOT TO SCALE
901 West Garden Street Pensacola, Florida 32502
P: 850-438-0050 schmidtconsultinggroup.com
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
SG PAE
M A
R K
D E
S C
R
IP
TI
O
N D
A
TE
DRAWFORM REVISION: 14 SEP 2023
RB
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
:W. WITHAM, P.E.
:14 JAN. 2026
:W. WITHAM, P.E.
:J. MILLER, P.E.
:N/A
:BILL BOUNDS, DLA
DEMO PLAN NORTH
A1
1:10' 20100
FEET
START
CD100
D
EM
O P
LA
N
N O
R
TH
DEMOLITION KEY NOTES:#
1. EXISTING BERM FOR TANK CONTAINMENT.
2. EXISTING ACCESS STAIR TO REMAIN AND BE PROTECTED
DURING CONSTRUCTION.
3. EXISTING CONCRETE PIPE SUPPORTS TO REMAIN, AND
BE PROTECTED DURING CONSTRUCTION.
4. EXISTING TANK PIPING TO REMAIN AND BE PROTECTED
DURING CONSTRUCTION.
5. EXISTING STORM INLET TO REMAIN AND BE PROTECTED
DURING CONSTRUCTION.
6. EXISTING STORM LINE THAT WAS IDENTIFIED AS
ABANDONED IN ORIGINAL CONSTRUCTION DRAWINGS
FOR TANK AND BERM CONSTRUCTION. CONTRACTOR TO
FIELD VERIFY IF LINE IS ACTIVE OR NOT. PROTECT IN
PLACE DURING CONSTRUCTION.
7. EXISTING TANK TO REMAIN AND BE PROTECTED DURING
CONSTRUCTION.
8. EXISTING STORM SEWER INLET STRUCTURE TO BE
REMOVED, AND REPLACED WITH WATERTIGHT MANHOLE
(MIN. 72" DIA.). EXCAVATION BACKFILLED.
9. EXISTING BERM LINER TO BE CUT AND PREPPED FOR
NEW LINER ATTACHMENT BASE ON NEW LINER
MANUFACTURE SPECIFICATIONS.
10. EXISTING BERM AND LINER SECTION TO BE REMOVED
FOR EXPANSION SECTION.
11. EXISTING SECURITY FENCE TO BE REMOVED, NEW
SECURITY FENCE TO BE PLACED BEFORE EXISTING
FENCE DEMOLITION BEGINS TO MAINTAIN SECURE AREA,
CONTRACTOR TO SUBMIT A PHASING SCHEDULE AND
COORDINATE WITH BASE.
12. CONTRACTOR TO COORDINATE CAPPING/REMOVAL OF
MONITORING WELL AND VALVE BOX WITH CONTRACTING
OFFICER.
NOTE: NOT ALL KEYNOTES APPLY TO EACH SHEET
SHEET LEGEND
W
X
PIPE LABEL (SIZE, TYPE, ID)
STORM SEWER
BUILDINGS
RIGHT-OF-WAY LINE
PROPERTY LINE
FENCE
CURB AND GUTTER
- MONITOR WELL
- FIRE HYDRANT - WATER METER
WATER LINE
SANITARY SEWER
UNDERGROUND CABLE
PAVEMENT
CONCRETE
PIPE LABEL (SIZE, TYPE, ID)
GUARDRAIL
OVERHEAD CABLE
OVERHEAD TELEPHONE
UNDERGROUND FIBER OPTIC
UNDERGROUND TELEPHONE
UNDERGROUND GAS
OVERHEAD ELECTRIC
UNDERGROUND ELECTRIC
FORCE MAIN
STEAM LINE
UNDERGROUND UNKNOWN UTILITY
UNDERGROUND TRAFFIC CONTROL
BRICK
GRAVEL
- FIRE DEPARTMENT CONNECTION - WELL
- WATER MANHOLE
- WATER VALVE - SPIGOT
- SANITARY MANHOLE - SANITARY CLEANOUT
- SANITARY VALVE
- POWER POLE
- LIGHT POLE - GROUND LIGHT
- GUY WIRE - TRANSFORMER - ELECTRIC METER
- DROP INLET 1 - DROP INLET 2
- DROP INLET 3 - CATCH BASIN
- ROOF DRAIN - STORM CLEANOUT
- STORM MANHOLE - YARD DROP INLET
- FARED-END SECTION - PIPE END (CONTINUES)
- GAS METER - GAS VALVE - FILLER CAP
- TELEPHONE PEDESTAL
- COMMUNICATIONS BOX
- FORCE MAIN VALVE
- CABLE TV PEDESTAL - CABLE TV BOX
- TELEPHONE MANHOLE
- AC UNIT - MANHOLE - POST
- BOLLARD - WITNESS POST
- ELECTRIC BOX
- BORING - SIGN
TREES
- BUSH/HEDGE
- MAIL BOX
SYMBOL/ABBREVIATION - DESCRIPTION
TOP OF BANK
TOP OF SLOPE
WATER/HYDROGRAPHIC FEATURE
℄ OF DITCH
℄ OF SWALE
- WOODS LINE/
WOODED
EVERGREEN -
- DECIDUOUS
LOD LIMITS OF DISTURBANCE
SF SILT FENCE
1/
/2
FI
N
A L
S E
T
12940913
AutoCAD SHX Text
WM
AutoCAD SHX Text
FH
AutoCAD SHX Text
WELL
AutoCAD SHX Text
MW
AutoCAD SHX Text
MWELL
AutoCAD SHX Text
RD
AutoCAD SHX Text
GM
AutoCAD SHX Text
PP
AutoCAD SHX Text
LP
AutoCAD SHX Text
GLIGHT
AutoCAD SHX Text
MB
AutoCAD SHX Text
(ST)12" RCP [P#]
AutoCAD SHX Text
8" PVC [P#]
AutoCAD SHX Text
DI1
AutoCAD SHX Text
DI2
AutoCAD SHX Text
CB
AutoCAD SHX Text
DI3
AutoCAD SHX Text
FDC
AutoCAD SHX Text
GV
AutoCAD SHX Text
WMH
AutoCAD SHX Text
WV
AutoCAD SHX Text
SPIGOT
AutoCAD SHX Text
SSMH
AutoCAD SHX Text
SCO
AutoCAD SHX Text
SV
AutoCAD SHX Text
EM
AutoCAD SHX Text
STCO
AutoCAD SHX Text
STMH
AutoCAD SHX Text
YDI
AutoCAD SHX Text
FES
AutoCAD SHX Text
TPED
AutoCAD SHX Text
COMM BOX
AutoCAD SHX Text
FMV
AutoCAD SHX Text
CPED
AutoCAD SHX Text
CTV BOX
AutoCAD SHX Text
TMH
AutoCAD SHX Text
AC
AutoCAD SHX Text
MH
AutoCAD SHX Text
POST
AutoCAD SHX Text
BOL
AutoCAD SHX Text
WITPOST
AutoCAD SHX Text
EBOX
BORING
EMH
RIM=9.82
LO
D
LO
D
SF
SF
SF
SF
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
SF
SF
SF
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
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M S
C O
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A N
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ID
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ID
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C C
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IN
IA
LP
-3
B
E R
M R
E C
E R
TI
FI
C A
TI
O
N R
E P
A
IR
1766588
N40085-22-D-0039
SHEET FORMAT IS 22" X 34". IF PRINTED SHEET IS NOT 22" X 34", THEN IT IS NOT TO SCALE
901 West Garden Street Pensacola, Florida 32502
P: 850-438-0050 schmidtconsultinggroup.com
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
SG PAE
M A
R K
D E
S C
R
IP
TI
O
N D
A
TE
DRAWFORM REVISION: 14 SEP 2023
RB
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
:W. WITHAM, P.E.
:14 JAN. 2026
:W. WITHAM, P.E.
:J. MILLER, P.E.
:N/A
:BILL BOUNDS, DLA
END
DEMOLITION KEY NOTES:#
NOTE: NOT ALL KEYNOTES APPLY TO EACH SHEET
SHEET LEGEND
W
X
PIPE LABEL (SIZE, TYPE, ID)
STORM SEWER
BUILDINGS
RIGHT-OF-WAY LINE
PROPERTY LINE
FENCE
CURB AND GUTTER
- MONITOR WELL
- FIRE HYDRANT - WATER METER
WATER LINE
SANITARY SEWER
UNDERGROUND CABLE
PAVEMENT
CONCRETE
PIPE LABEL (SIZE, TYPE, ID)
GUARDRAIL
OVERHEAD CABLE
OVERHEAD TELEPHONE
UNDERGROUND FIBER OPTIC
UNDERGROUND TELEPHONE
UNDERGROUND GAS
OVERHEAD ELECTRIC
UNDERGROUND ELECTRIC
FORCE MAIN
STEAM LINE
UNDERGROUND UNKNOWN UTILITY
UNDERGROUND TRAFFIC CONTROL
BRICK
GRAVEL
- FIRE DEPARTMENT CONNECTION - WELL
- WATER MANHOLE
- WATER VALVE - SPIGOT
- SANITARY MANHOLE - SANITARY CLEANOUT
- SANITARY VALVE
- POWER POLE
- LIGHT POLE - GROUND LIGHT
- GUY WIRE - TRANSFORMER - ELECTRIC METER
- DROP INLET 1 - DROP INLET 2
- DROP INLET 3 - CATCH BASIN
- ROOF DRAIN - STORM CLEANOUT
- STORM MANHOLE - YARD DROP INLET
- FARED-END SECTION - PIPE END (CONTINUES)
- GAS METER - GAS VALVE - FILLER CAP
- TELEPHONE PEDESTAL
- COMMUNICATIONS BOX
- FORCE MAIN VALVE
- CABLE TV PEDESTAL - CABLE TV BOX
- TELEPHONE MANHOLE
- AC UNIT - MANHOLE - POST
- BOLLARD - WITNESS POST
- ELECTRIC BOX
- BORING - SIGN
TREES
- BUSH/HEDGE
- MAIL BOX
SYMBOL/ABBREVIATION - DESCRIPTION
TOP OF BANK
TOP OF SLOPE
WATER/HYDROGRAPHIC FEATURE
℄ OF DITCH
℄ OF SWALE
- WOODS LINE/
WOODED
EVERGREEN -
- DECIDUOUS
CD101
D
EM
O P
LA
N
S O
U
TH
DEMO PLAN NORTH
A1
1:10'
LOD LIMITS OF DISTURBANCE
SF SILT FENCE
FEET
0 10 20
1. EXISTING BERM FOR TANK CONTAINMENT.
2. EXISTING ACCESS STAIR TO REMAIN AND BE PROTECTED
DURING CONSTRUCTION.
3. EXISTING CONCRETE PIPE SUPPORTS TO REMAIN, AND
BE PROTECTED DURING CONSTRUCTION.
4. EXISTING TANK PIPING TO REMAIN AND BE PROTECTED
DURING CONSTRUCTION.
5. EXISTING STORM INLET TO REMAIN AND BE PROTECTED
DURING CONSTRUCTION.
6. EXISTING STORM LINE THAT WAS IDENTIFIED AS
ABANDONED IN ORIGINAL CONSTRUCTION DRAWINGS
FOR TANK AND BERM CONSTRUCTION. CONTRACTOR TO
FIELD VERIFY IF LINE IS ACTIVE OR NOT. PROTECT IN
PLACE DURING CONSTRUCTION.
7. EXISTING TANK TO REMAIN AND BE PROTECTED DURING
CONSTRUCTION.
8. EXISTING STORM SEWER INLET STRUCTURE TO BE
REMOVED, AND REPLACED WITH WATERTIGHT MANHOLE
(MIN. 72" DIA.). EXCAVATION BACKFILLED.
9. EXISTING BERM LINER TO BE CUT AND PREPPED FOR
NEW LINER ATTACHMENT BASE ON NEW LINER
MANUFACTURE SPECIFICATIONS.
10. EXISTING BERM AND LINER SECTION TO BE REMOVED
FOR EXPANSION SECTION.
11. EXISTING SECURITY FENCE TO BE REMOVED, NEW
SECURITY FENCE TO BE PLACED BEFORE EXISTING
FENCE DEMOLITION BEGINS TO MAINTAIN SECURE AREA,
CONTRACTOR TO SUBMIT A PHASING SCHEDULE AND
COORDINATE WITH BASE.
12. CONTRACTOR TO COORDINATE CAPPING/REMOVAL OF
MONITORING WELL AND VALVE BOX WITH CONTRACTING
OFFICER.
1/
/2
FI
N
A L
S E
T
12940914
AutoCAD SHX Text
WM
AutoCAD SHX Text
FH
AutoCAD SHX Text
WELL
AutoCAD SHX Text
MW
AutoCAD SHX Text
MWELL
AutoCAD SHX Text
RD
AutoCAD SHX Text
GM
AutoCAD SHX Text
PP
AutoCAD SHX Text
LP
AutoCAD SHX Text
GLIGHT
AutoCAD SHX Text
MB
AutoCAD SHX Text
(ST)12" RCP [P#]
AutoCAD SHX Text
8" PVC [P#]
AutoCAD SHX Text
DI1
AutoCAD SHX Text
DI2
AutoCAD SHX Text
CB
AutoCAD SHX Text
DI3
AutoCAD SHX Text
FDC
AutoCAD SHX Text
GV
AutoCAD SHX Text
WMH
AutoCAD SHX Text
WV
AutoCAD SHX Text
SPIGOT
AutoCAD SHX Text
SSMH
AutoCAD SHX Text
SCO
AutoCAD SHX Text
SV
AutoCAD SHX Text
EM
AutoCAD SHX Text
STCO
AutoCAD SHX Text
STMH
AutoCAD SHX Text
YDI
AutoCAD SHX Text
FES
AutoCAD SHX Text
TPED
AutoCAD SHX Text
COMM BOX
AutoCAD SHX Text
FMV
AutoCAD SHX Text
CPED
AutoCAD SHX Text
CTV BOX
AutoCAD SHX Text
TMH
AutoCAD SHX Text
AC
AutoCAD SHX Text
MH
AutoCAD SHX Text
POST
AutoCAD SHX Text
BOL
AutoCAD SHX Text
WITPOST
AutoCAD SHX Text
EBOX
BORING
X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
RIM=8.94
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
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
SF
SF
SF
SF
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
M
ID
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TL
A N
TI
C
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ID
LA
N
T D
C C
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E N
A V
A L
S
TA
TI
O
N
N O
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FO
LK
,V
A
N A
V A
L S
TA
TI
O N
S H
IP
Y
A R
D N
O R
FO
LK
, V
IR
G
IN
IA
LP
-3
B
E R
M R
E C
E R
TI
FI
C A
TI
O
N R
E P
A
IR
1766588
N40085-22-D-0039
SHEET FORMAT IS 22" X 34". IF PRINTED SHEET IS NOT 22" X 34", THEN IT IS NOT TO SCALE
901 West Garden Street Pensacola, Florida 32502
P: 850-438-0050 schmidtconsultinggroup.com
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
SG PAE
M A
R K
D E
S C
R
IP
TI
O
N D
A
TE
DRAWFORM REVISION: 14 SEP 2023
RB
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
:W. WITHAM, P.E.
:14 JAN. 2026
:W. WITHAM, P.E.
:J. MILLER, P.E.
:N/A
:BILL BOUNDS, DLA
EPSC PLAN NORTH
A1
1:10' 20100
FEET
1/
/2
CE
TS PS
TS PS
TS PS
TS PS
TS PS
TS PS
TS PS
TS PS
EC-100
EP
SC
P
LA
N N
O R
TH
CONSTRUCTION
ENTRANCE
(REF VDOT 113.15)
SILT FENCE
(REF VDOT 113.07)
EPSC KEY NOTES:#
1. PROPOSED CONSTRUCTION SITE GATE.
2. CONSTRUCTION FENCE TO TIE INTO AND CONTINUE
FROM EXTENTS OF EXISTING SECURITY FENCE DEMO.
CONTRACTOR TO PLACE CONSTRUCTION FENCE IN SUCH
A MANNER THAT WILL NOT DAMAGE OR IMPACT THE
EXISTING SECURITY FENCE THAT COULD COMPROMISE
THE SECURE AREA. REF. DRAWING C-500.
3. MAINTAIN STORM INLET PROTECTION FOR STORM
WATER INLET UNTIL CONSTRUCTION ON STRUCTURE
AND PIPE IS COMPLETE. REFER TO VDOT DETAILS 113.09
AND 113.10
NOTE: NOT ALL KEYNOTES APPLY TO EACH SHEET
THE PHASES LISTED BELOW AND CONTROLS SHOWN ON
PLANS ARE A GENERAL OVERVIEW AND MAY BE ADJUSTED IN
THE FIELD DUE TO CONSTRUCTION ACTIVITIES AND
CONSTRUCTION MEANS AND METHODS.
PHASE I - BMP PLAN (CLEARING & GRUBBING; DEMOLITION).
ERECT EROSION CONTROL MEASURE (SILT FENCE) ALONG
THE DOWN SLOPE SIDE OF THE PROJECT PERIMETER.
INSTALL INLET PROTECTION AT DOWN SLOPE STORM SEWER
STRUCTURES (WHERE APPLICABLE).
CONTRACTOR MAY MARKUP NEW LOCATION AND DATE THE
CHANGE ON A PAPER COPY OF THE BMP PLAN ONSITE.
PHASE II - BMP PLAN (EARTHWORK). DURING THIS PHASE OF
CONSTRUCTION ACTIVITIES, SILT FENCE MUST BE REMOVED,
RELOCATED, AND OR ADDED AS CONSTRUCTION
PROGRESSES. CONTRACTOR MAY MARKUP NEW LOCATION
AND DATE THE CHANGE ON A PAPER COPY OF THE BMP PLAN
ONSITE.
MAINTAIN THE SILT FENCE ALONG THE DOWN SLOPE
PROJECT PERIMETER.
PHASE III - BMP PLAN (SUBSTANTIAL SITE CONSTRUCTION
COMPLETION). MAINTAIN THE SILT FENCE ALONG THE DOWN
SLOPE PROJECT PERIMETER. WHERE NORMAL SEED AND
MULCH COVER METHODS ARE INEFFECTIVE, OR ON SLOPES
3:1 OR STEEPER, INSTALL EROSION CONTROL MATTING, 6
MONTH LONGEVITY. MAINTAIN INLET PROTECTION.
CONTRACTOR MAY MARKUP NEW LOCATION AND DATE THE
CHANGE ON A PAPER COPY OF THE BMP PLAN ONSITE. FINISH
CONSTRUCTION AND SEED AND MULCH COVER A 10' BUFFER
AROUND NEW WORK AFTER CONCRETE HAS BEEN
INSTALLED.
PHASE IV - BMP PLAN (FINAL CONSTRUCTION). REMOVE SILT
FENCE AND OTHER CONTROLS THAT ARE INHIBITING FINAL
CONSTRUCTION AND ARE NO LONGER NEEDED.
CONTRACTOR MAY MARKUP NEW LOCATION (AND/OR AREAS
OF BMPS REMOVED) AND DATE THE CHANGE ON A PAPER
COPY OF THE BMP PLAN ONSITE. FINALLY, REMOVE ANY
REMAINING EROSION CONTROL MEASURES AND PROTECT
ANY REMAINING DISTURBED AREAS WITH SEED AND MULCH
COVER.
ALL ESC/BMP DETAILS MUST REFER TO VDOT DETAILS.
SITE BMP PLAN
TS PS
TS PS
TS PS
CE
CE
CE
IP
IP
IP
IP
IP
FI
N
A L
S E
T
SF SILT FENCE
REFER TO VDOT 113.07
INLET PROTECTION
DESCRIPTIONGRAPHIC
CONSTRUCTION LIMIT
AREA OF SITE: 0.80 ACRES
AREA OF DISTURBANCE: 0.45 ACRES
NPDES NOI INFORMATION
SHEET LEGEND
6' CHAIN LINK
CONSTRUCTION FENCE
CONSTRUCTION ENTRANCECE
TEMPORARY SLOPE
STABILIZATION: REFER TO VDOT
DETAIL 113.02
TS
PERMANENT SLOPE
STABILIZATION: REFER TO VDOT
DETAIL 113.05
PS
LOD LIMITS OF DISTURBANCE
LINER
INLET PROTECTION: REFER TO
VDOT DETAIL 113.10IP
12940915
EMH
RIM=9.82
LO
D
LO
D
SF
SF
SF
SF
LOD
LOD
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1766588
N40085-22-D-0039
SHEET FORMAT IS 22" X 34". IF PRINTED SHEET IS NOT 22" X 34", THEN IT IS NOT TO SCALE
901 West Garden Street Pensacola, Florida 32502
P: 850-438-0050 schmidtconsultinggroup.com
D E
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A
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
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DRAWFORM REVISION: 14 SEP 2023
RB
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
:W. WITHAM, P.E.
:14 JAN. 2026
:W. WITHAM, P.E.
:J. MILLER, P.E.
:N/A
:BILL BOUNDS, DLA
TS PS
EC-101
EP
SC
P
LA
N S
O U
TH
EPSC PLAN NORTH
A1
1:10'
THE PHASES LISTED BELOW AND CONTROLS SHOWN ON
PLANS ARE A GENERAL OVERVIEW AND MAY BE ADJUSTED IN
THE FIELD DUE TO CONSTRUCTION ACTIVITIES AND
CONSTRUCTION MEANS AND METHODS.
PHASE I - BMP PLAN (CLEARING & GRUBBING; DEMOLITION).
ERECT EROSION CONTROL MEASURE (SILT FENCE) ALONG
THE DOWN SLOPE SIDE OF THE PROJECT PERIMETER.
INSTALL INLET PROTECTION AT DOWN SLOPE STORM SEWER
STRUCTURES (WHERE APPLICABLE).
CONTRACTOR MAY MARKUP NEW LOCATION AND DATE THE
CHANGE ON A PAPER COPY OF THE BMP PLAN ONSITE.
PHASE II - BMP PLAN (EARTHWORK). DURING THIS PHASE OF
CONSTRUCTION ACTIVITIES, SILT FENCE MUST BE REMOVED,
RELOCATED, AND OR ADDED AS CONSTRUCTION
PROGRESSES. CONTRACTOR MAY MARKUP NEW LOCATION
AND DATE THE CHANGE ON A PAPER COPY OF THE BMP PLAN
ONSITE.
MAINTAIN THE SILT FENCE ALONG THE DOWN SLOPE
PROJECT PERIMETER.
PHASE III - BMP PLAN (SUBSTANTIAL SITE CONSTRUCTION
COMPLETION). MAINTAIN THE SILT FENCE ALONG THE DOWN
SLOPE PROJECT PERIMETER. WHERE NORMAL SEED AND
MULCH COVER METHODS ARE INEFFECTIVE, OR ON SLOPES
3:1 OR STEEPER, INSTALL EROSION CONTROL MATTING, 6
MONTH LONGEVITY. MAINTAIN INLET PROTECTION.
CONTRACTOR MAY MARKUP NEW LOCATION AND DATE THE
CHANGE ON A PAPER COPY OF THE BMP PLAN ONSITE. FINISH
CONSTRUCTION AND SEED AND MULCH COVER A 10' BUFFER
AROUND NEW WORK AFTER CONCRETE HAS BEEN
INSTALLED.
PHASE IV - BMP PLAN (FINAL CONSTRUCTION). REMOVE SILT
FENCE AND OTHER CONTROLS THAT ARE INHIBITING FINAL
CONSTRUCTION AND ARE NO LONGER NEEDED.
CONTRACTOR MAY MARKUP NEW LOCATION (AND/OR AREAS
OF BMPS REMOVED) AND DATE THE CHANGE ON A PAPER
COPY OF THE BMP PLAN ONSITE. FINALLY, REMOVE ANY
REMAINING EROSION CONTROL MEASURES AND PROTECT
ANY REMAINING DISTURBED AREAS WITH SEED AND MULCH
COVER.
ALL ESC/BMP DETAILS MUST REFER TO VDOT DETAILS.
SITE BMP PLAN
FEET
0 10 20
EPSC KEY NOTES:#
1. PROPOSED CONSTRUCTION SITE GATE.
2. CONSTRUCTION FENCE TO TIE INTO AND CONTINUE
FROM EXTENTS OF EXISTING SECURITY FENCE DEMO.
CONTRACTOR TO PLACE CONSTRUCTION FENCE IN SUCH
A MANNER THAT WILL NOT DAMAGE OR IMPACT THE
EXISTING SECURITY FENCE THAT COULD COMPROMISE
THE SECURE AREA. REF DRAWING C-500.
3. MAINTAIN STORM INLET PROTECTION FOR STORM
WATER INLET UNTIL CONSTRUCTION ON STRUCTURE
AND PIPE IS COMPLETE. REFER TO VDOT DETAILS 113.09
AND 113.10
NOTE: NOT ALL KEYNOTES APPLY TO EACH SHEET
EPSC GENERAL NOTES:
THE CONTRACTOR IS REQUIRED TO FURNISH A
MINIMUM OF 6" TOPSOIL IN ANY LANDSCAPE / LAWN /
AREAS DISTURBED BY CONSTRUCTION. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
AMOUNT OF TOPSOIL REQUIRED AND INCLUDE IT IN
THE BID, TOPSOIL MUST BE INCIDENTAL TO
CONTRACT.IP
1/
/2
FI
N
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SF SILT FENCE
REFER TO VDOT 113.07
INLET PROTECTION
DESCRIPTIONGRAPHIC
CONSTRUCTION LIMIT
AREA OF SITE: 0.80 ACRES
AREA OF DISTURBANCE: 0.45 ACRES
NPDES NOI INFORMATION
SHEET LEGEND
6' CHAIN LINK
CONSTRUCTION FENCE
CONSTRUCTION ENTRANCECE
TEMPORARY SLOPE
STABILIZATION: REFER TO VDOT
DETAIL 113.02
TS
PERMANENT SLOPE
STABILIZATION: REFER TO VDOT
DETAIL 113.05
PS
LOD LIMITS OF DISTURBANCE
LINER
INLET PROTECTION: REFER TO
VDOT DETAIL 113.10IP
12940916
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1766588
N40085-22-D-0039
SHEET FORMAT IS 22" X 34". IF PRINTED SHEET IS NOT 22" X 34", THEN IT IS NOT TO SCALE
901 West Garden Street Pensacola, Florida 32502
P: 850-438-0050 schmidtconsultinggroup.com
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
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DRAWFORM REVISION: 14 SEP 2023
RB
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
:W. WITHAM, P.E.
:14 JAN. 2026
:W. WITHAM, P.E.
:J. MILLER, P.E.
:N/A
:BILL BOUNDS, DLA
EC-102
EP
SC
D
ET
AI
L
PRO9IDE 4" HOLE/ORIFICE IN
EXISTING STRUCTURE ABO9E LINER
ELE9ATION �ASSUMED DEPTH�
CONNECT 1� LF OF 4" PERFORATED
SOC.ED PIPE TO HOLE
NOTE:
SPRING BOX/MUST BE WRAPPED WITH FILTER FABRIC
AND BAC.FILLED WITH WASHED ��� STONE.
EXISTING AGGREGATE
BAC.FILL O9ER EXISTING
LINER
EXISTING
FRAME & GRATE
PRO9IDE TWO -
4" DRAIN HOLE/ORIFICE IN EXISTING
STRUCTURE ABO9E LINER
ELE9ATION �ASSUMED DEPTH�
WRAP WITH DRAINAGE FABRIC TO
ALLOW ADDITIONAL SUBRADE
DRAINAGE
DEPTH TO LINER ASSUMED
SHOULD THE LINER DEPTH
PRE9ENT THE ORIFICES FROM
BEING CORED. CONTRACTOR
MA< SUBSTITUTE SI=E AND
4UANTIT< OF HOLES TO
ACHIE9E 16 S4 IN OF OPENING
SPRING BOX
NTS
C3
CG100
T/GRATE EL. 9.�2
�" D.I. EL. 6.�2
1/
/2
FI
N
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12940917
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X
X
X
X
X
X
RIM=8.94
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1766588
N40085-22-D-0039
SHEET FORMAT IS 22" X 34". IF PRINTED SHEET IS NOT 22" X 34", THEN IT IS NOT TO SCALE
901 West Garden Street Pensacola, Florida 32502
P: 850-438-0050 schmidtconsultinggroup.com
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
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SG PAE
M A
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D E
S C
R
IP
TI
O
N D
A
TE
DRAWFORM REVISION: 14 SEP 2023
RB
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
:W. WITHAM, P.E.
:14 JAN. 2026
:W. WITHAM, P.E.
:J. MILLER, P.E.
:N/A
:BILL BOUNDS, DLA
KEY NOTES:#
1. EXISTING BERM VOLUME TO BE ADJUSTED AND BERM
SIZE TO INCREASED TO MEET REQUIREMENTS FOR
TANK CONTAINMENT
2. EXISTING ACCESS STAIR FOR BERM TO REMAIN, AND
PROTECTED DURING CONSTRUCTION.
3. EXISTING CONCRETE PIPE SUPPORTS TO REMAIN, AND
PROTECTED DURING CONSTRUCTION.
4. EXISTING TANK TO REMAIN AND PROTECTED DURING
CONSTRUCTION.
5. WATERTIGHT STORM SEWER STRUCTURE TO BE ADDED
TO REPLACE EXISTING STORM WATER INLET
STRUCTURE (MIN. 72" DIA.). RIM ELEVATION TO MATCH
NEW GRADE ELEVATIONS. ASSEMBLED UNIT HAS BEEN
TESTED AND CAN WITHSTAND AT A MINIMUM 1/2
ATMOSPHERE PRESSURE (7.35 PSI Gauge) INTERNAL OR
EXTERNAL.
6. REPAIR TANK CONC. APRON. AND TANK FOUNDATION
BY REMOVING APPROX. 80 L.F. OF DETERIATING CONC.
SEALANT AND REPLACING WITH NEW. SCRAPE CLEAN
PRIOR TO RESEALING.
7. EXISTING LINER TO BE EXTENDED FOR BERM AND
INTERIOR CONTAINMENT AREA, INCREASE AND
ARMORED WITH AGGREGATE (MATCH EXISTING) REFER
TO NOTE THIS SHEET AND LINER DETAIL.
8. NEW SECURITY FENCE TO BE CONSTRUCTED BEFORE
EXISTING SECURITY FENCE IS REMOVED TO MAINTAIN
SECURE AREA, CONTRACTOR TO SUBMIT A PHASING
SCHEDULE AND COORDINATE WITH RELEVANT SITE
MANAGERS. SEE DETAILS ON C-500.
9. EXISTING STORM SEWER STRUCTURE TO BE MODIFIED,
SEE "SPRING BOX" DETAIL (REF. C3/CG501).
10. GROUT VOID CONTINUOUSLY BENEATH THE EXISTING
APRON. CUT CLEAN JOINTS AND FILL AND SEAL WITH
JOINT SEALANT (220 L.F.).
11. CONTRACTOR TO CLEAN OUT CLOGGED CATCH BASINS
AND PIPING OF ALL DEBRIS TO PROVIDE FULL FLOW
FUNCTION. AFTER COMPLETION, CONTRACTOR TO
CCTV THE PIPES (103 L.F.) AND PROVIDE FOOTAGE TO
THE OWNER/ENGINEER.
12. CONTRACTOR TO INSTALL FRENCH DRAIN WITH 4"Ø
HDPE PIPING. REFER TO DETAIL C4/C-501.
13. GRAVEL FILL TO MATCH EXISTING (6" COMPACTED
SAND AND 8" CRUSHED STONE TOPPING PER
SPECIFICATIONS). SEE DETAIL C1/C-501.
14. HDPE CLEANOUT AND CAP.
SITE PLAN NORTH
A1
1:10' 20100
FEET
NOTE: NOT ALL KEYNOTES APPLY TO EACH SHEET
CS100
SI
TE
P
LA
N N
O R
TH
GENERAL CONSTRUCTION NOTES - IMPERMEABLE
LINER INSTALLATION:
1. INSTALL NEW FUEL-RESISTANT IMPERMEABLE LINER
SYSTEM IN ACCORDANCE WITH UFGS 33 56 19 "FUEL
IMPERMEABLE LINER SYSTEM" AND
MANUFACTURER'S RECOMMENDATIONS. LINER MUST
BE COMPATIBLE WITH PETROLEUM PRODUCTS AND
HAVE A MINIMUM THICKNESS OF 30 MIL
FABRIC-REINFORCED GEOMEMBRANE OR 60 MIL
HDPE.
2. EXISTING LINER TYPE AND CONDITION ARE
UNKNOWN. EXPOSE EXISTING LINER EDGES AT TIE-IN
LOCATIONS AND VERIFY MATERIAL TYPE WITH THE
ENGINEER PRIOR TO INSTALLING NEW LINER.
COORDINATE APPROVED CONNECTION METHOD
BEFORE SEAMING OR FASTENING.
3. PREPARE SUBGRADE BY REMOVING VEGETATION,
AGGREGATE, AND DEBRIS. GRADE AND COMPACT TO
A SMOOTH, FIRM SURFACE FREE OF SHARP
OBJECTS. PROVIDE A NON-WOVEN GEOTEXTILE
CUSHION LAYER WHERE SUBGRADE IS ROUGH OR
CONTAINS ANGULAR MATERIAL.
4. CONNECT NEW LINER TO EXISTING LINER OR
STRUCTURES AS FOLLOWS:
A. WHERE EXISTING LINER IS HDPE OR OTHER
THERMOPLASTIC, OVERLAP A MINIMUM 6 INCHES
AND FUSION-WELD USING HOT-WEDGE OR
EXTRUSION METHODS. TEST SEAMS PER ASTM
D6392 AND ASTM D5641.
B. WHERE EXISTING LINER MATERIAL IS UNKNOWN OR
INCOMPATIBLE, TERMINATE NEW LINER WITH A
MECHANICAL BATTEN STRIP SYSTEM CONSISTING
OF STAINLESS-STEEL (OR ALUMINUM) STRIP 14" IN
THK x 2" IN WIDE WITH A FUEL-RESISTANT NITRILE
GASKET AND SEALANT CONFORMING TO ASTM
C920. ANCHOR TO CONCRETE OR EARTHEN
SUBSTRATE AT 12 IN O.C. USING STAINLESS-STEEL
EXPANSION ANCHORS.
5. PROVIDE ANCHOR TRENCH 24 IN. DEEP x 12 IN. WIDE
MINIMUM AT LINER PERIMETER UNLESS NOTED
OTHERWISE. PLACE LINER DOWN FRONT WALL AND
ACROSS BOTTOM OF TRENCH; BACKFILL AND
COMPACT AFTER INSPECTION.
6. INSTALL LINER PER MANUFACTURER'S
INSTRUCTIONS. AVOID TENSION, FOLDING, OR
DAMAGE. WRINKLES EXCEEDING 3 IN. HEIGHT MUST
BE CUT AND RE-SEAMED.
7. PERFORM FIELD QUALITY CONTROL: TRIAL SEAMS
DAILY AND NON-DESTRUCTIVE SEAM TESTS (VACUUM
BOX OR AIR PRESSURE) ON ALL FIELD SEAMS.
PROVIDE ONE DESTRUCTIVE SEAM TEST PER 500 L.F.
SUBMIT TEST LOGS AND RESULTS TO ENGINEER
PRIOR TO COVERING LINER.
8. AFTER LINER ACCEPTANCE, INSTALL SPECIFIED
PROTECTIVE COVER (GEOTEXTILE, AGGREGATE, OR
HDPE WALK SURFACE). DO NOT OPERATE
EQUIPMENT OR STORE MATERIALS ON EXPOSED
LINER. BACKFILL ANCHOR TRENCHES IMMEDIATELY
AFTER APPROVAL.
9. PROVIDE MANUFACTURER'S 10-YEAR MATERIAL
WARRANTY AND INSTALLER'S 2-YEAR WORKMANSHIP
WARRANTY.
10. REFERENCE STANDARDS:
A. ASTM D6392, D5641, D5820 - LINER SEAM TESTING.
B. ASTM C920 - ELASTOMERIC JOINT SEALANTS.
100'
31.75'
(REF. C4/C501)
1/
/2
FI
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12940918
EMH
RIM=9.82
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A
IR
1766588
N40085-22-D-0039
SHEET FORMAT IS 22" X 34". IF PRINTED SHEET IS NOT 22" X 34", THEN IT IS NOT TO SCALE
901 West Garden Street Pensacola, Florida 32502
P: 850-438-0050 schmidtconsultinggroup.
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